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535 ATLANTIC BLVD - GATE DRAWINGS 4-19-17 l AT ATLANTIC BOULEVARD ATLANTIC BEACH , FLORIDA FOR GATE PETROLEUM COMPANY JACKSONVILLE FLORIDA REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC SEACIi SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITION$ REVIEWED VAU�041. ,Ad '`f�--'� �`sem _t t 0 • �l C'0 V 46PERMIT SETm OCTOBER 26, 2016 1 '� CIVIL ENGINEERS FUEL SYSTEM ENGINEERS ARCHITECT ARCHITECT INTERIOR DESIGNER STRUCTURAL ENGINEER MECH - PLUMB - ELECT ENGINEER ARCHITECTS EBERT NORMAN BRADY ARCHITECTS DESIGNMIND ATLANTIC ENGINEERING SERVICES SIMES & ROSCH, LLC PROSSER, INC. EISMAN & RUSSO, INC. ERVIN LOVETT MILLER ARC Y 3020 Hartle Road, Suite 100 13901 Sutton Park Drive South, Suite 200 6455 Powers Avenue 1035 Kings Avenue 1361 Thirteenth Avenue South, Suite 230 1814 Hendricks Avenue 4019 Woodstock Drive - Suite 201 Jacksonville, Florida 32207 Jacksonville Beach, Florida 32250 Jacksonville, Florida 32207 Jacksonville, Florida 32207 Jacksonville, Florida 3225 Jacksonville, Florida 32224 Jacksonville, Florida 32217 ,- 904-296-8066 904-739-365J 904-241-9997 904-854-2402 904-743-4633 904-260-3031 904 -733-1478 F,. f p t i — - _;— - v j, - a DRAWING INDEX DRAWING INDEX DRAWING INDEX . i : : . ; I � I q : : i SHEET NUMBER SHEET NAME ISSUE DATE SHEET NUMBER SHEET NAME ISSUE DATE SHEET NUMBER SHEET NAME ISSUE DATE GENERAL ARCHITECTURAL - INTERIOR MECHANICAL ___ _�._______._._____________.___.__.._-__ ___..___. ____.T_____-_._.__.__._____._ __._._____ _-�__T.__.�_.__ ______________________ A-0.1 COVER SHEET OCTOBER 26,2 16 AI-1.2 SITE DETAILS OCTOBER 26,2016 M-1.1 MECHANICAL LEGEND OCTOBER 26,2016 _ :______._ __________________._..__.___.______-____ ____.____.._.._._._.._ ___.___.__________._____ .__._________.�._____________ ___ . 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R 2 2016 _� _w A-0.3 LIFE SAFETY PLAN AND BUILDING CODE SUMMARY OCTOBER 26,2 16 AI-1.4 FUEL CANOPY ELEVATIONS AND DETAILS OCTOBER 26,2016 M-2.1 MECHANICAL SCHEDULES OCTOBER 6, _.._.___....._.__......_____..._...._...._.__.............._.............._..._................_._....................._..........._ _....._._...__.. _........_.._.._..__...__.._..........__..._...._..._..___..............._.......__..__...._..........__._....._.._..._.....__.._____........_.....................__....._...__.__.__._.___........_......_._. ___..._...._�_ __ __._ __ T _....._.___.__._._._..___.,_..�....___....___..._-_-____..__......__..___..._._--_..__�..._.__.._. __,___._...._...._..........__-___-__._.._.._..._._..._.__..._.._.__....�......�... __.. _..___._._._.._.__.___ .._._.__._.__ _._ .__..__._...�.._.... ._.._._..___.. _._.__ _� �___._ AI-2.1 FLOOR PLAN OCTOBER 26,2016 -- M-2.2 MECHANICAL SCHEDULES OCTOBER 26,2016 ____.___. _.__.__________-.________.___.._.__.__ __.._____.__________.____._.___.__._.__.. ._ __.... ___..____.__.____._ _._.__.._.__._�._______.___.___._______.__.�__.___ _ ___- _ AI-2.2 REFLECTED CEILING PLAN OCTOBER 26,2016 M-3 ,11; MECHANICAL PLAN OCTOBER 26,2016 _._.______�____.___.._.________..__T._____. _ _.___- ......__.___._______�."______�__._. __ __._... ____� __._._______ __.__________. ___- ._.._ � __ _� CIVIL __ AI-2.3 EQUIPMENT PLAN OCTOBER 26,2016 M-4 HVAC CONTROLS OCTOBER 26, 2016 cn _ ______�______.______-__.____W.___�__._._ ________.__ __-.__...._.___._-�__._.__w____.�.._....__.______________.__..-.__.__..___..__.__________-W__.__.____ AI-2.4 PIPE PENETRATION PLAN IN FLOOR SLAB OCTOBER 26,2016 M 5 1 MECHANICAL DETAILS OCTOBER 26, 2016 W ............__ .�...._.._...._._._.___._._.._.�._ _.._ _.._____.._..............__............._...._:......__..__.._..__.._._.__.._____._.____._...._._.V......................_._...___.__.�...._...__....___..._._........_._._..__.._...__.........._.__._._ _ __._....__........_............._.............W.... _....................__.................. _..__. .. _.._ _ __..__� ______._._...._......_...____._ ._W...._....._.___W�__�_._...... __.__...___W_ _._..._.__._........_..._...._ __.._._.... _�....__._.___._._ _. ...._ _ .. ..W.W..._._ -- --- - ---- ._......�..... .._.. ...�.....�..._. 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SURVEY OCTOBER 26,2 16 AI-4.1 BUILDING SECTIONS OCTOBER 26,2016 _- -�� _______ _ ..______. ____ .___.____._�_____.__...__ ___..__._.._.____.____._._______._____ ___T__.__.__________ ..___.._ ..__:_._____._._._______________ ___._..__..___._ , __._ _ _ C1.0 GENERAL NOTES OCTOBER 26, 2 16 AI-4.2 BUILDING SECTIONS OCTOBER 26,2016 _� _____._____�______________..___. ...11._1.1_.._ _._____._____W_..______.__ .._________�.__-._.__._____ .__W_.-______.__._..._____._._______...___._____._._____.___._________._. _.�W___________ _______..__ _. _..__.__ -_.�..___.____._ C2.0 EXISTING CONDITIONS/DEMOLITION PLAN OCTOBER 26,2 16 AI-4.3 WALL SECTIONS OCTOBER 26,2016 PLUMBING i __ ____.____.-__.____._.__._-_-_�_____W________.______.__.__._.__________.____....__.W__.._.____..__...W_._____. ____.-_ _.__.._ _____.______�_____._.__.___.___.______ _�_. 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AE .0 _._..... ..__..._._._._._.._.....__..__. _.._ ._._..... _ ._._. _.__ 1__111..__ AE1.1 FLOOR PLAN OCTOBER 26,2 16 ID 5mm1T_m._. _.m _ CASH WRAP PLANS-ELEVATIONS AND SECTIONS OCTOBER 26 2016 __1111__m�________._ _ _ _ _� ..�..-�._...._...._.._._...._..._. ......._... ._. ........__ _._---_ ....._....._...._...._......_....___.__________._. .._. _...._.___..._.___....._._._._.___... _. _...._.._...._...._..._.. m..--_.._..............................--._____...._.._...................___..........._..__........_....__..._................_._....._...._........__....._.__.........._. .............._...._._.._....._..._...._.............._..........._..........................__......_...._.. . BER 2 �.___1_11_1_...___ AE1.2 BOLLARD DIMENSION PLAN _..._..__......._.__..._._........._......_................_.__._..__.....__._.____.._......._...... .._...._._ 11.1.1 OCTOBER 26,2 16 ID 5.2 LOTTERY SCRATCH-OFF ^^^ __.__.__ ____ OCTOBER 26 2016 _ __ mm` _ �___.. _._._....._.._.____..m.m...., _:__ _...�.._.___._._....___-_1_.._._�_.. __ _ ��_ __� �. ...._....__._.______- ._..__..._...._.................._......._._......__.__........._._..._......._._............_..............._I..._._.._11...._1........_...-.................._._.______.__._..._..-.....1 ... AE1.3 CANOPY PLAN AND REFLECTED CEILING PLAN _ � OCTOBER 26,2 16 ID 5.2A LOTTERY DISPLAY OCTOBER 26,2016 __________�_1.11__1_ � ._________...____._m_.__...._____.__._____._.__.______ �_____.__....____�-- .__._____..___._ AE1.4 HIGH ROOF REFLECTED CEILING PLAN OCTOBER 26,2 16 ID 5.3 OPEN AIR UNIT AND YOBE ELEVATIONS AND SECTIONS OCTOBER 26,2016 E .__ �._.___.____.____.__.�________1.111._.. -_11.11_.__._____._,__�..__._.____._____.________._______.�_-._.v ._.____._ __..._. _.________.___.______._______.__.._�.__________.___v_ ROOF PLAN OCTOBER 26,2 16 ID 5.4 TRELLIS DETAILS OCTOBER 26,2016 AE1. 00 1111 . .... . ..............._....._____...111.1.--___....V.._._._..._.�__ ___...W.. ...__ .._.__.__ ... __ W.__ _ _.__._...._..�...._.._ -1111.__.__ ___..- ___._..._.._._..... ..............._.. ___—__._......_........._... __111.1_ .W.. _._ 1__1_11.___ .. ..�... _ 1_11.1_. _111_1. ...�.....�...�.. ___. _ _.. AE2.1 ELEVATIONS __..._____.__..._.._____.._.._.._......_.___.__........__._._......._..........__.__._.__ 111.1 _.__�.-__.. OCTOBER 26,2 16 ID 5.5 TRELLIS DETAILS OCTOBER 26,20_16 . ___--_____ _ _..._. .._..__11 .._......._m._.__.._m_._..._...__.._...................._............._..._..._..__._.__..__....�..._..__...___......._� .�.... _� __.____ __....�......�....__._...__� AE2.2 _ELE_V_ATfONS OCTOBER 26,2 16 ID 5.6 BENCH DETAIL mmmm OCTOBER 26,2016T T T� - AE2.3 _ 3-D VIEWS - -- __ _.__. _� ______ _._.__. __ ___ OCTOBER 26,2 16 ID 5.7 BENCH DETAIL 3 OCTOBER 26,2016 W AE2.4 _ 3-D VIEWS_ ��____ _ W_-____ _ ____ __w_._ _ _ OCTOBER 26,2 16 ID 5.8 YOBE PLAN AND ELEVATIONS OCTOBER 26,2016 w B ILDING .............._1111_.._.................__----__.__..___11.1.1_._........_....__... _._.__..�._1.1__11 _ __..._._...____.._.................._.W._.._ .._.___1.11_1._____._ __ 1.111._ __ ._ -- __._._. _ - __1____111...___ _ ._._.__ E TI N OCTOBER 26 2 16 ID 5.10 ROLLER GRILL ISLAND PLAN AND ELEVATIONS i OCTOBER 26,2016_ _ _ __ m AE3.2 WALL SEC O S __ _. __..__..___......_..._._.._.._._. .......__..___._.._____._..__.___.......__._____......_._.._.._.�__....____.._...._____..._._..._.__....__.__..__._._...__.......__._.__.__._.._.__.._..____.._.._..__._.._.___.___-:._...�..____..�. _� _ _ _.___ _.__._...�_ _ __ _� ___......__..._.__.. . ._ ______._____ _ _._ ___..__�..� _1_1__11_ _.___ ____ _ _..._.._.._._...__.._.. i - AE3.3 WALL SECTIONS _ _ l-l_...__ _ _ _._ _ _� OCTOBER 26,2 16 ID 6.1 INTERIOR SIGNAGE 3 OCTOBER 26,2016 1 Q p AE3.4 WALL SECTIONS ` OCTOBER 26,2 16 ID 7.1 INDEX NOTES AND CODES . OCTOBER 26,2016 0 AE _ _ ___1.111 WALL SECTIONS __ ____ __ ._ _.__ __. _._ _ m_._____� ____ _ _ OCTOBER 26,2 16 Q JO _..___.._._ 3 5__ _ �.__..._.._._-_._________.�______..__�___.-__. __ _._.____ _1___111.______-_-___..___._______.__________________._-._.�- _ Z LL STOREFRONT DETAILS OCTOBER 26,2 16 ' 11_11. . A _ E5.1 _ _. .__. ---. ._._____ _ _ .. _ _� ... _ ... __ -- _.� .. _. ___OCTOBER 26 2 16 _._��_ W J AE5.2 STOREFRONT DETAILS _1.111_ _ ' STRUCTURAL - _..____..�.....�.�..._.._..-______._...�...._.�..-. ______.__._....�_.__..__ .___..___..._____.._._.___ .___._. ..__...m_..-..--i-11.-.._... ...__. ___11_11... _ _ AE5.3 DETAILS ___ _ _ _ _ OCTOBER 26,2 16 S0.0 COVER SHEET ' OCTOBER 26,2016 Q O U AE5.4 _ DETAILS m_ _W___ ._____ __ � OCTOBER 26,2 16 S0.1 GENERAL NOTES OCTOBER 26,2016 W m W _ _____._ ______..____________.._____ _ ___._.__._w.._...__W�____..._.__.-____.._______.__..- .. S0.2 GENERAL NOTES OCTOBER 26,2016 Q W m COMPONENTS AND CLADDING OCTOBER 26,2016 SO 3 _.._V....�..___"._._. 1_1.11.—_....._ ____1111._ -__ _._ _ _ _. ._ U ___._11.11:.- .__..._. ..._ _ ._........_ ____ _ __. ._4 W._...._..._...._.__._ .__. . W .. _._.___._.___............_.... _. ____._._____._. _ _ __ _..__ .- _. _ _ Z _... ._.._..._.__._.... _._.._......_. �.... _..... _.__......_...._......_.._.W_..._- _11.1__1_.._._..._...._. _...............................:.-__...W_._._ _ Z S-1.1 FOUNDATION PLAN OCTOBER 26,2016 ! ......_ Q F_ _1111 CS-1 FULE CANOPY PLANS AND ELEVATIONS OCTOBER 20, 2016 S-1.2 -11 SLAB PLAN _ _ OCTOBER 26,2016 W Q CS-2 FUEL CANOPY SECTIONS AND DETAILS OCTOBER 20, 201 6 S-1.3 INTERMEDIATE FRAMING PLAN OCTOBER 26,2016 Q J --- _-- --- _��.._._._��___________.___ �n��.�.�W�_-_-_��,___.___________.___ ____-__..._______________�_____________.__._._ .._____ __ ___ ____.._._._..____.____._______________-._.__ _._. _._______._.____._.__._W-____._.__�._ __-_________.____ S-1.4 LOW ROOF FRAMING PLAN OCTOBER 26,2016 Z ~ Q ___.__.__..__� _........o........_..._._.___......... ............_.........._....._.._..__W._ __._..._..........................._.._...__.._ _._...___._....._............. ___ 1111_..._........._......__.._......._....__..__....__-.______._._..._.._........._.._ __-__ _. _. �... ._._W......_._..____ S-1.5 HIGH ROOF FRAMING PLAN OCTOBER 26,2016 W__._..._...._...._.._..._..._.__ .__...._____...__._.___._ _.__....._......._......_._._ _ ..._..__._.._.__.___. _.__1111___._ __ _ _ ___ _ _. _.__. __ _ _ - SECTIONS ; OCTOBER 26,2016 ---� _..___....._...._. ____...._._._.........m.__._,...._._.__........ 43: ___._...___.___.___..._._...__._........_................_._.....__.�_..___.._.._..__...____........_._.....___m__.....___._........_......_-___..__............._........._..........._____._..._._._._..__.__.__._.._........_...__..._..._._....�...� �__.._.._..._.___..___.__ S-2.1 __���� _ �____ _ m __mm__ _ _ ________ _ _�_ m_ _ ____ _ _ _ a _._.. __ ____ ___ _______ __ __ _.__ _ ___.____ _ _ _________m___ _ S-2.2 SECTIONS OCTOBER 26,2016 _____. __ _W__ .__________1___1___1___1.__ _.___.._ ___ ___�___ ___.__._._____ ___ __ �__ __ S-2.3 SECTIONS OCTOBER 2$,2016 E �/ S4.1 BRACED FRAMES OCTOBER 26,2016 E - ___ _ ____. ______._- ------ ___� _.�_____-_____________.._ _____..�..._ _ S5.1 TYPICAL DETAILS OCTOBER 26,2016 f _ ... 1 _111._._.._...._._.-----_...._.__... _._._ ___.____ .__ ..__..____111.1.. ._ _..__........__..._.___ _..._ ._____ _ _.__ _ ____1.11__1_ , _...� �_... � _4 111.1.. _-...._......_.._.._.._.__....................................._._._.._._._...__..__.W....._.._.._..__.�.... .._...._..........__...._..__-______...___._._.�_.__.__....._.._..._...._...._..._.__..._ .�.__. .._......_.V..._W__.__._.._._..�.... ._...___..__..._._._�.______...._.__..._......�1111. __ ._._._Y_._._.._____.. _.�... _�_ S5.2 COLUMN SCHEDULE ; OCTOBER 26, 2016 _______-_______— _..__. ......__.._. _..__.._._.___._._____-..._.__......_..........__.__......_......._.....______.._......_...._._..___._.__.._.._..._.............................._...._._.._.___._..__.._____._._......___........._..,-...__...._..____.._._._..._....__.._.........____..._...._.__.._..._..._.._...._._...._.._..._..._._.mm_._..._...._____...._..._....____m.�....�......_.._.�__....___._.._._._._...�.._._.....�....__..-._. .. _ __111__ -_____...._...._....._..____._._.__..._�_ _._. . __....._.__..______._. ____1_11_1 _ ._._..�....-..._.... _._.. i - ; : —A : I . - ABBREVIATION' MATERIAL DESIGNATIONS REFERENCE SYMBOLS to# t�, Z, -�, ,•_R , \":� . � -. _� - IN, . %_ A.C.T. ACOUSTICAL CEILING TILE DISP. DISPENSER HDW. HARDWARE PL. PLATE EARTH ::-,r .:,::?_:, ;.:. F � /: I , �­";_�x,/, „� :. 1111,... ADJ. ADJUSTABLE I DRS. DOORS HGT. HEIGHT P.V.C. POLYVINYL CHLORIDE `�`' _ _. GYPSUM WALL BOARD NORTH INDICATES DIRECTION TO NORTH , �L.^ �. � A/C AIR CONDITIONER DN. DOWN HORZ. HORIZONTAL P.T. PRESSURE TREATED ARROW ;�,a, �''�.; � . CONCRETE CERAMIC TILEOD-- . 1 —1�= A.H.U. AIR HANDLING UNIT DWG. DRAWING H.B. HOSE BIB Q.T. QUARRY TILE � �-;`,\=^ ALT. ALTERNATE D.F. DRINKING FOUNTAIN H.W. HOT WATER REINF. REINFORCE DIRECTION OF SECTION ` /:;�sk F ALUM. ALUMINUM EA. EACH I.D. INSIDE DIMENSION READ. REQUIRED CONCRETE BLOCK ACOUSTICAL TILE SECTION SECTION NUMBER A-x DRAWING SHEET NUMBER _PROJECT NO. BLK. BLOCK ELEC. ELECTRIC INSUL INSULATION R. RISER WHERE SECTION IS SHOWN 14038 �” BRICK(COMMON/ �� �--� FACE) - WOOD (ROUGH) DIRECTION OF SECTION BOT. BOTTOM E.W.C. ELECTRIC WATER COOLER JAN. JANITOR R.D. ROOF DRAIN ISSUE DATE BLDG. BUILDING E.W.H. ELECTRIC WATER HEATER JT. JOINT SHT. SHEET ______ _._ _ __ BUILDING SECTION LETTER OCT. 26, S : INSULATION (RIGID) -_; WOOD (FINISHED) LSECTION A-x DRAWING SHEET NUMBER REVISIONS B.U. BUILT-UP EL. ELEVATION LAM. LAMINATE SIM. SIMILAR - - WHERE SECTION IS SHOWN CAB. CABINET E.E.R. ENERGY EFFICIENCY RATIO LAV. LAVATORY SL. SLOPE INSULATION (BATT) _ PLYWOOD 2 DETAIL NUMBER CPT. CARPET EQ. EQUAL M.O. MASONRY OPENING SPEC. SPECIFICATIONS DETAIL A-x INDICATE SHEET NUMBER C.I. CAST IRON EXH. EXHAUST MATL. MATERIAL STL. STEEL STEEL/ WHERE DETAIL IS SHOWN CLG. CEILING EXP. JT. EXPANSION JOINT MAX. MAXIMUM S.A.T. SUSPENDED ACOUSTICAL TILE OTHER METALS ALUMINUM A DIRECTION OF ELEVATION CL. CENTER LINE EXT. EXTERIOR MECH MECHANICAL THK. THICK p/� ELEVATION D A-X B ELEVATION LETTER C.O. CLEAN OUT FT. FEET/FOOT MTL. METAL T. &G. TONGUE AND GROOVE GENERAL NOTES INDICATE SHEET NUMBER DRAWN BY: C.T. CERAMIC TILE FIN. FINISH M.P. METAL PANEL T. THREAD c WHERE ELEVATION IS SHOWN 1. THE DRAWINGS SHALL NOT BE SCALED FOR THE PURPOSES OF CONSTRUCTION. /1 RDB - SKS C.W. COLD WATER FIN. CLG. FINISH CEILING MIN. MINIMUM TYP. TYPICAL IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, THE ROOM 222 NUMBER INDICATES ROOM I��► CONC. CONCRETE FIN. FL. FINISH FLOOR N.I.C. NOT IN CONTRACT TYP. C. TYPICAL COMPOSITION GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. C.M.U. CONCRETE MASONRY UNITS FL./FLR. FLOOR N.T.S. NOT TO SCALE VERT. VERTICAL 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS DOOR 10----- DOOR NUMBER (WITHIN ROOM) �� - BEFORE COMMENCING WITH ANY PHASE OF THE WORK. NOTIFY THE ARCHITECT A� R CONT. CONTINUOUS F.D. FLOOR DRAIN NO. NUMBER V.C.T. VINYL COMPOSITION TILE OF ANY CONFLICTS OR OMISSIONS PRIOR TO COMMENCEMENT OF THE C.J. CONTROL JOINT GALV. GALVANIZED O.C. ON CENTER V.W.C. VINYL WALL COVERING CONTRACT WORK. NOTES F LETTER INDICATES ASSOCIATED KEY NOTE AmOm2 C.F.M. CUBIC FEET PER MINUTE G.W.B. GYPSUM WALL BOARD OPNG OPENING W.W.M. WELDED WIRE MESH 3. ALL COORDINATION BETWEEN TRADES SHALL BE THE RESPONSIBILITY OF THE DIA. DIAMETER PNTJ T. PAINT GENERAL CONTRACTOR. EQUIPMENT 22 NUMBER INDICATES ASSOCIATED EQUIPMENT PERMIT DRAWING __ -- { 1 BUILDING CODE SUMMARY PROJECT ADDRESS: ATLANTIC BOULEVARD ATLANTIC BEACH, FLORIDA ASSEMBLY ( ) BUSINESS (CARWASH) (�) EDUCATIONAL ( ) OCCUPANCY TYPE (FBC Section 309) MERCANTILE (STORE) RESIDENTIAL ( ) STORAGE ( ) INSTITUTIONAL (UNR) ( ) INSTITUTIONAL (R) ( ) DAY CARE HAZARDOUS ( ) MIXED OCCUPANCY(SPEC. TYPES) ( ) BUILDING HEIGHT: OCCUPANT LOAD (F.B.C. TABLE 1004.1.1): BUILDING AREAS AND '— HEIGHTS (FBC Table 503) STORE: ALLOWABLE: 55 FEET 0 INCHES TOTAL BUILDING AREAS: ACTUAL: 26 FEET 0 INCHES STORE: � N OPEN TO THE PUBLIC: = 4,855 SQUARE FEET Q cN co NO. OF STORIES: OCCUPANT LOAD = 30 S.F. PER PERSON o STORE: ALLOWABLE: TWO (2) OCCUPANCY LOAD TOTAL: = 162 PERSONS ACTUAL: ONE (1) Co a EXIT DOOR L cc m 72" DOOR OPENING ------_._._______.___. ____,_ _ _____ M 360 PERSONS MAX. ■� a� a) (0.2" PER OCCUPANT) SQ. FT. PER FLOOR: o Cn STORE: ALLOWABLE: 12,500 SQ.FT. rm 0 _ ACTUAL: 6,400 SQ.FT. cc co o n EQUIPMENT YARD E C14M r •� N TYPE I ( ) INTERIOR FINISHES (F.B.C. TABLE 803.9): o O � CONSTRUCTION ----- --_ ___ - -m M mm ROOMS AND ENCLOSED SPACES: CLASS C FINISHES � rn EJL.' Z � � TYPE u� TYPE 1 1 ( ) c - --- _^ TYPE I I I - B (0) a - — - --- - - - _.... ............_..................................._......................_........._........................._............................ _............................__...... _ _ _ __._ _ _ .._ _ _ 4 ....... .._.__..W ............._....._._. ` �" TYPE IV ( ) ¢FE rn DATA El 5' i 9 TYPE V ( ) M 29' UTILITY ' rn ROOM, .--------- --------------------------- -- ------------------------------------------------------- SPRINKLED: YES ( ) NO _ O co RECEIVING AREA 3FIRE uj r 5 - ASSEMBLIES -COMPONENTS HOURLY RATING SYSTEM DESIGN �—I -- RESISTANCE Ell 9� ����� TENANT SEPARATION (NC) (N.A.) (N.A.) IL 6' moi•-� �) i ; ♦♦6 INTERIOR WALLS (BEARING) (NC) (N./a.) (N.A.) ' 15' i i INTERIOR WALLS {NONAREA -BEARING) (NC) (N.A.) (N.A.) EZE ' GCOOLER NO. 2 - COOLER NO. 2 EXTERIOR WALLS (NC) (N.A.) (N.A.) E:1 _ ' \ - � (N.A.. � W._._._.. (N.A.)CEILING NC ........._ _ ____._81 i20 MEN ' _ __..W.. . Q ; ROOF/CEILING (NC) (N.A.) (N.A.) COLUMNS/BEAMS/TRUSSES (NC) (N.A.) (N.A.) 18 , t----------- 20 ' WOMEN r----- ------------ 11' --'���, `r VERTICAL ACCESSIBILITY: YES ( ) NO ( N.A) ' i i ADA COMPLIANT: YES (�) NO ( ) 1' ' 9 `` MEANS OF NUMBER OF EXITS: STORE - (2) REQUIRED (4) PROVIDED e H 7 �� INGRESS/EGRESS pp Q l ! ♦` o o 0 ♦♦♦ i' �`' 91% EXIT VEST.�N0. 1 EXIT DOOR PROVIDE CALCULATIONS FOR EGRESS WIDTH AS PER F.B.C. CHAPTER 10: Q Q O VEST. NO. 2 5' ♦♦ �,'S� y� �h ��-------13 --------- � ` 36" DOOR OPENING STORE : OF EGRESS (PER F.B.C. TABLE 1016.2) J U- T W r--------------i l t 4,1 4 180 PERSONS MAX. _ LU s P�o� 131 12 u h % J (0.2" PER OCCUPANT) MAXIMUM ALLOWABLE TRAVEL DISTANCE TO EXIT - 200 FEET s J O i ESD MAXIMUM TRAVEL DISTANCE TO EXIT 110 FEET = o © 161 1 � mQ REQUIRED EGRESS WIDTH PER PERSON (LEVEL) = 0.2 INCHES ■ U W 11 5 EGRESS WIDTH REQUIRED ( 162 PERSONS x .2") = 32 INCHES Z W m ♦ RETAIL AREA ❑ EGRESS WIDTH PROVIDED = 168 INCHES 81Q ♦ \. i i = J Z i ��♦14' i 17' MINIMUM CORRIDOR WIDTH REQUIRED _ 44 INCHES J Q J , � `� J--- ---- - -- , , MINIMUM CORRIDOR WIDTH PROVIDED 57 INCHES CL ---- ' Q ♦ ` ♦ 7 F V ♦♦� ' �, !♦ i' _-,. ♦♦ i MINIMUM CLEAR OPENING OF EXIT DOORS REQUIRED = 32 INCHES 16 _ � Jp 4rs MINIMUM CLEAR OPENING OF EXIT DOORS PROVIDED = 36 INCHES ♦ J i j uj EQUIPMEDJ� E UI ENT ®14' 16' ROOyl 11b. 1 LL ROO h(tp, 2 ♦♦21 ❑ BUILDING CODE 1. WIND LOADS (PER F.B.C. SECTION 1609 AND CHAPTER 6 OF ASCE 7-10): Q ♦♦ `,;''` 13 0 SUMMARY NOTES A. BASIC WIND SPEED (3 SEC. GUST): 127 MPH U) JIf ` ♦ ` B. IMPORTANCE FACTOR, Iw: 1.0 W v C. BUILDING OCCUPANCY CATEGORY: 11 (ENCLOSED) U. rx 5D. WIND EXPOSURE CATEGORY: B E. INTERNAL PRESSURE COEFFICIENT GCpi= +/-0.18 WHEN USING CHAPTER 6 OF ASCE 7-10.�� ' FE FE F. COMPONENTS AND CLADDING I. SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. I II. SHALL BE CERTIFIED AS TESTED FOR THE DESIGN WIND LOAD USING THE FACTOR OF � •• SAFETY (FS) = 1.5 DEBRIS REGION REQUIREMENTS ARE NOTAPPLICABLE. G. WIND-BORNE DE EXIT DOOR EXIT DOOR H. ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SLIDING IS REQUIRED. 44" DOOR OPENING 44" DOOR OPENING 220 PERSONS MAX. 220 PERSONS MAX. 2. OTHER LOADS AND LOAD COMBINATIONS SHALL BE AS REQUIRED BY CHAPTER 16 OF THE FLORIDA . • (0.2" PER OCCUPANT) (0.2" PER OCCUPANT) BUILDING CODE, 2014. a LIFE `AF ETY PLAN- PROJECT NO. SCALE: 1/8 It = 1 1-01 1 THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: 14038 ISSUE DATE : APPLICABLE CODES: OCT. 26, 2016 LEGEND FLORIDA BUILDING CODE, BUILDING (FBC-B) 2014 EDITION REVISIONS : FLORIDA BUILDING CODE, MECHANICAL (FBC-M) 2014 EDITION FE o FIRE EXTINGUISHER FLORIDA BUILDING CODE, FUEL GAS (FBC-FG) 2014 EDITION FLORIDA BUILDING CODE, PLUMBING (FBC-P) 2014 EDITION ES D TACTILE "EXIT" SIGN PANEL FLORIDA FIRE PREVENTION CODE (FFPC) FIFTH EDITION NATIONAL ELECTRIC CODE (NEC) 2011 EDITION D RAW N BY: RDB - J KS c� �o 4/0 ZI, AmOm3 410 A. �' PERMIT DRAWING Q w m (M) PIP Q a: w nr . . ......... a • R{� s ,3 • 1 Atlantic Blvd / . tin H RO E -i,"T 0 oc I N ............ Seagate Ave • E CL 0 r,.� Beach BCvd r. b o N Ile VICINITY MAP N U NTS o o. 3 TM DRAWG 0 IN INDEX U o COVER SHEET ,— Community-Management-Energy-Relationships - - SURVEY 0 C1.0 GENERAL NOTES 0_ C2.0 EXIST. CONDITIONS/DEMOLITION PLAN BMW Sutton Park Dd"S� Sums 2WC3.0 SITE LAYOUT PLAN � �- / C4.0 PAVING, GRADING AND DRAINAGE PLAN w iol k owlle� Floddo=4-M C5.0 UTILITY PLAN C4.1 CANOPYGRADING AND JOINT SPACING PLAN .v C6.1—C6.3 GRADING AND DRAINAGE DETAILS a) U C7.0 EROSION AND SEDIMENT CONTROL DETAILS / p•904.739.360 f•904.730.3413 s•Wo@prO 6du= C8.0 STORMWATER POLLUTION PREVENTION PLAN rn o C9.0 STORMWATER POLLUTION PREVENTION PLAN c —CONTRACTORS CERTIFICATION w _ Flo. Ced of Adwll� don No.. �� NOTA ROSSER WORKPRODUCT U L-1 LANDSCAPE PLAN QW SL-1.0 PHOTOMETRIC PLAN N W E ISSUED: OCTOBER 12, 2015 cm c U to z ENGINEER OF RECORD: J No. DateRevision n�4,a 1 10-12-15 CITY OF ATLANTIC BEACH a F 01 '� 2 12-23-15 COAG/ FDOT/ SJRWMD � E ® Name:J. Bra df A e : FL#62576 ���.� �, �• 3 02-05-16 COAB O`625� UP 4 02-17-16 FDOT • 6 t = 5 03-30-16 FDOT o Si nature: = 1 Det 6 10-26-16 COAB BUILDING PERMIT (iF 00 '•..0R 11) •�,�� GATE PETROLEUM AUTOMOTIVE SERVI E STATION W / MINOR AUTOMOTIVE SERVICE ATLANTIC BEACH 541 ATLANTIC BLVD RE# 170672 0100 535 ATLANTIC BLVD RE# 170684 0000 501 ATLANTIC BLVD RE# 170678 0000 / Prosser No. 114001.01 a I ap Sh o wing a Boundary Survey LOTS 788 THROUGH 799 AND 803 THROUGH 809, INCLUSIVE, AS SHOWN ON THE PLAT OF SECTION NO. 1, SALTAIR, RECORDED IN PLAT BOOK 10, PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: GATE PETROLEUM COMPANY ROGERS TOWERS PA FIRST AMERICAN TITLE INSURANCE COMPANY LSREF2 CHALK REO, LLC N STUFRDIVANT AVENUE (50' R/W) ASPHALT CONC FLUME ASPHALT CB CONC DRIVE FND 1/2" IP 350' P NO ID CONC DRIVE t ) T CONI DRIVE S89'24'20"W 0.67' S 349.85 S'LY R LINE S89"24'20"W 2.8 11. 55.0' 9.1 25.8' 39.2' 18.0' 9.0' .5 FND IP FND 1/2" REBAR 50.28' (A) 49.73' (A) 21.2 13.0 15.9 ® ® 44 9 2.0 150.18' (IP TO IP) %IMC "Lealb3672' NO ID 49.72 (A) 0.2 ( 50' (P) SET 1 2" IP 50.00 (P&A) 6'VIBF GATE ASPHALT 1.4' S 50' (P) / CONC 7 SFORMER PAD ;NC09 " ASSOC- L a Du AREA "DURDEN LB 1048" ad 10' EASEMENT FOR Q03' W DRAINAGE do UTILITIES 0.25' N CONC A/C PAD 8' O.R.B. 4513, PG. 364 9 [48.1] � 59.8' 4 GRASS VERHANG CONC �7NJ [100.8'] ` a 141.2' ASPHALT CONC A/C PJ (-CONC A/C PAD FIBERGLASS A/C PAD d ^ PLASTIC A/C PAD IL 00 00 a-- I 808 a 809 800 80° 8 2 LO 803 804 805 808 0` I W p Y O v>' rn N O rn m I 1 AND 2 STORY BLOCKa I ASTUCCO BUILDING m ID ASPHALT CONC BLOCK WALLao �y W 8.61 14.5' W Q4' � 43.9'. 4! CLI 44.3 3 SECOND STORY COVERED WALKWAY, COVERED CONC WALK BELOW �. r ; 8.T Q O } N89'24'46"E 100.00' (P&A) N89'24 46 E�. 49.87 (A)4, CLF_, N89 2 46 E V CLF W 50' 0.5 w ASPHALT (P) J v � 50.00' (P&A) 0.4 s � WN I I I IN FENCE >, I 0.6 E 6.7' N 1 ��a ?I-a d I a W L I 8' WBF VI n • NN W� 6 343' I W) cq O TC5 toCd ca V) CL s• weF o I }M a GATE Lo.. I I 2' N U CD-8 ASPHALT UO N0N 6Y1 O m Z 4 O ONE ASPHALT 4 u W M i c ":; 79 798 797 798 799 3 d-v 784 78 s+ U)`� 78 g 787 788 789 790 91 79 793 780 ` 81 782 783 f4o rn$ ch o 0$ 0 O coNc iSTORY O sTuccO O O W O mZ� 16 * M N O In } 3 • O rA_ � Z W M [ ] OW h 16 32. 3 Del STORY1. ° N MID w00DSNFRCA�ME M 6 � FENCE '00 z COVEREDCONC 0.8' E 49.0 GATE CQNC ASPHALT ASPHALT CURBASPHALT I A Cd N89'25'12"E 7_X 189.r oe N89-25'1 2"E 100.00' (P&A) I IL N89'25'12"E 50.00' P&A 50.00 P&A 7.4 NLY R LINE FNO 1/2" I N89-25-12"E Ass 303300' P(A) NO CONIC wAuc CONC DRIVE CONC WALK CONC DRIVE CONIC WALK CONC DRIVE CONC WALK CONC DRIVE _ CONIC WALK CSU BGV_ 0HU OIC miu CONC CURB 2p COIN ASPHALT ASPHALT ATLANTIC BOULEVARD (1 05' R/W) FIRST AMERICAN TITLE INSURANCE COMPANY LEGEND GRAPHIC SCALE FILE NUMBER 2080-3202172 R/w = RIGHT of WAY EFFECTIVE DATE: JULY 10, 2014 P.B. = PLAT BOOK 20 ° 10 zo 4o so IP = IRON PIPE SCHEDULE B — SECTION 2 IR = IRON ROD CLF = CHAIN LINK FENCE EXCEPTION RECORDED DESCRIPTION COMMENTS CONC = CONCRETE ( IN FEET ) NUMBER DOCUMENT GENERAL NOTES OHU = OVERHEAD UTILITY 1 inch = 20 ft. 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF FND =WBF = WOOD BOARD FENCE 9 DEED BOOK 827, PAGE 90 RESTRICTIVE AGREEMENT DOES NOT AFFECT ATLANTIC BOULEVARD AS N89'25'12"E PER STATE PLANE COORDINATE SYSTEM, BFP = BACKFLOW PREVENTER ®xot BLANKETS LOTS 789, 790, 793, 794, 798, 803, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NGS ADJUSTMENT. BGV = BELOW GROUND VAULT 805. 807, $08 & 809; 5' PERPETUAL EASEMENT FOC = FlBER OPTIC CABLE ON LOTS 789, 790, 794 794, 798, $M do 809 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. SHOWN HEREON CA ACTUALBASIN = 3. THIS SURVEY ONLY SHOWS IMPROVEMENTS/STRUCTURES SITUATED ABOVE = �O 10 O.R.B. 3472, PG. 821 RESOLUTION REMOVES 5' PERPETUAL EASEMENT P = PLAT A►+ FROM LOTS 803, 805 & 807 GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT #a MAILBOX !r 1 PG` 4 DRAINAGE AND UTILITIES SHOWN ON LOTS 805 do 806 SHOWN OR LOCATED. 11 O.R.B. 45 3, 36 EASEMENT FOR DR " „ ® LIGHTPOLET 13 PLAT BOOK 10, PAGE $ MATtERS SHOWN ON RECORDED PLAT BLANKETS SITE 4. THE LANDS SHOWN HEREON LIE WITHIN ZONE X (AREA DETERMINED TO BE = SANITARY SEWER MANHOLE OUTSIDE THE 0.296 ANNUAL CHANCE FLOODPLAIN), AS SHOWN ON FLOOD [to3.8'] = PERPENDICULAR BUILDING TIE 14 O.R.B. 133OZ PG. 1476 ASSIGNMENT BLANKETS SITE INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. = NUMBER OF REGULAR PARKING SPACES HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. = HANDICAP PARKING SPACE "mw�= SIGN REVISION DATE DRAFTER WORT( ORDER N0. REASON FOR REVISION 5. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. = CLEAN OUT THIS MAP OR SURVEY MEETS THE MINIMUM TECHNICAL= PROPANE TANK STANDARDS SET FORTH BY THE FLORIDA DEPARTMENT OF O0) � UTILIZE THE GRAPHIC SCALE AS SHOWN. AGIti(X1LTiJRE AND CONSUMER sERwcEs. IN CHAPTER 5J-17, ® = WATER VALVE COVER WATER METER FLORIDA ADMINISTRATIVE CSE, PURSUANT TO SECTION s 472.027. FLORIDA STATUTES, UNLESS 01HERVASE SHOWN _ AND STATED HEREON. TELEPHONE V) = POWER OLE EDESTAL THIS DRAWING. SKETCH, PLAT OR MAP IS NOT VALID Clar O X = FOUND X—CUT UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL )&AssociateMAPPERSs z • = FOUND 1/2" IRON PIPE - NO ID RAISED SEAL OFA R.ORIDA LICENSED SURVEYOR ANDPROFESSIONAL SURVEYO S (UNLESS NOTED OTHERWISE) MAPPER (CHAPTER 5J-17. FLORIDA ADMINISTRATIVE CODE w LB NO. 3731J Q = SET 1/2" IRON PIPE "CLARY ASSOC 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM JOB No. 2014-315 DRAFTING: MJC PARTY CHIEF: HENDERSON F.B. 805L ,Pg. 50-53 CAD FILE: 2014-315.DWG CHECKED BY: DATE: 8-14-14 GREGORY B. CLARY, P.S.A. CERT. NO. 3377 FILE No.SS-3059 TM SSE PRO R Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 NERAL NOTES: WATER NOTES [CONT'D): SANITARY SEWER,NOTES: www.prosserinc.com 1. Topographic bounda survey, Including roe lines, legal description, existing utilities, site 18. 1. The contractor shall obtain all permits required to complete the construction. boundary Y 9 P P rtY 9 P 9 Contractor to coordinate all work with other utility installations not covered in these plans (Electric, 19. The contractor shall coordinate all water main flushing with COAB utility Florida Certificate of Authorization topography with spot elevations, outstanding physical features and existing structure locations Telephone, Gas, Cable, etc.) and allov for their operations and construction to be performed. Department. Flushing and disinfection procedures shall comply with AWWA C-651 for 2. Contractor shall coordinate the construction of sewer facilities with all other construction. was provided by CLARY AND ASSOCIATES. main disinfection. Number: 00004050 19. Cut and fill slopes shall not exceed HO V unless otherwise noted. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering 2. Prosser, Inc., Planners and Engineers and its associates will not be held responsible for 20. Contractor shall repair or replace in-cind any damage that occurs as result of his work. 20. Upon completion of water main flushing, bacteriological samples shall be taken. materials and beginning construction. the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 21. All soils test reports shall be submitted to the Engineer for review and approval. Samples shall be taken for 2 consecutive days. 4. All gravity sewer construction shall conform to the latest COAB standards and specifications. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered 21. Sample points for bacteriological sampling shall be located as follows: 3. All phases of site work for this project shall most or exceed the City of Atlantic Beach site to: 1. Every 1000 feet and/or every dead end on a water main. 5. The existing utility facilities and locations shown on the drawings are taken from readily work specifications. a. Contractor shall follow OSHA Stan lard 29 CFR, section 1926.650 subpart P, which is now a part of 2. Point of tie-in to existing water system. available information. The actual locations of the utility facilities may vary somewhat from the 4. The contractor shall be held sole) responsible for and shall take all precautions necessary Laws of Florida Chapter 90-96 3. Water main stubs more than 40 feet in length. locations shown and there may be utility facilities existing that are not shown or indica#ed on Y P P ry 22. Fire hydrants shall meet COAG standards. the drawings. The contractor shall contact all agencies with utility facilities In the vicinity of #o avoid roe damage to adjacent properties during the construction hoses of this b. The Contractor shall provide written assurance of compliance with this law. property r'IY 9 j P P 9 P c. A separate price item shall be Included in their base bid Identifying the cost of compliance 23. New or relocated, underground water mains included in this project shall be laid to provide a the work and shall locate all underground facilities before beginning work. The contractor project. d. A trench safety system shall be cosigned by the Contractor. horizontal distance of at least three feet between the outside of the water main and the shall protect all utility facilities and repair any damages resulting from their work in 5• Warranty / Disclaimer. The designs represented in these plans are in accordance with outside of any existing or proposed vacuum-type sanitary sewer, storm sewer, stormwater conformance with the contract documents and specifications and relocate if required at no cost established practices of civil engineering for the design functions. Neither the Engineer nor force main, or pipeline conveying reclaimed water regulated under Part 111 of Chapter 62-610, 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall to the owner. 6. The contractor shall stake the sanitary sewer system and the storm sewer system and shall notify Its personnel can or do warrant these designs or plans as constructed except in the specific be filled with clean structural fill compacted and tested in accordance with the geotechnical report. F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the g P P P the Engineer of any conflicts prior to Installation of any pipe. cases where the Engineer inspects and controls the physical construction on a contemporary 24. All debris resulting from all activities hall be disposed of off-site by the Contractor. outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of of 7. Manholes shall be in conformance with COAG Standards. basis at the site. least three feet between the outside of the water main and the outside of any existing or 6. For boundary, roadway and building geometry Information see engineering site plan. It shall 25. All existing trees to remain shall be protected and preserved. proposed gravity-type sanitary sewer if the bottom of the water main will be laid at least six 8. Type B bedding shalt be used for this project unless indicated otherwise on the drawings. be the Contractor's responsibility to verify that the building dimensions shown on the inches above the top of the sewer); a horizontal distance of at least six feet between the Backfilling shall be mads with clean backfill which shat( thoroughly compacted in 6" lifts. engineering plan agrees with the dimensions shown on the architectural plan. If any 26. The Contractor shall coordinate co g, be nection of proposed piping with all existing piping. outside of the water main and the outside of any existing or proposed pressure-type sanitary Compaction shall be a minimum of 95% max density at be t 2% of the modified proctor optimum dimensions do not agree, the architect, engineer and owner shall be notified and the sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part moisture content. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to III of Chapter 62-610, F.A.C.; and a horizontal distance of at least ten feet between the dimensions adjusted prior to commencing with construction. P P P 10. Unsuitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of AUTOMOBILE SERVICE conform to curbingand low points as shown on ions. outside of the water main and all arts of an existing or proposed "on-site sewage P P P 7. The contractor shall notify all utility companies prior to construction for verification and P y g P P g location of all utilities. 28. Contractor shall ensure that all new and existing drainage structures, pipes, etc. are clean and treatment and disposal system." [FAC 62-555.314(1); exceptions allowed under FAC pipe and replaced with selected backfill properly compacted in 6" lifts. The material shall exhibit functioning properly a# time of acceptance. 62-555.314(5)] moisture contents within +/- 2 percent of the modified proctor optimum moisture content (ASTM STATION W/ MINOR 8. Contractor shall furnish shop drawings to Engineer indicating materials and manner of 9 P P YD1557) during the compaction operations. Compaction shall continue until densities of at least 95 installation for all components of the project prior to purchase of materials and 29. Burning of trees, brush and other ma erial shall not be permitted on property. 24. New or relocated, underground water mains that are included in this project and that will percent of the modified proctor maximum dry density (ASTM D1557) have been achieved. construction. cross any existing or proposed gravity- or vacuum-type sanitary sewer or storm sewer shall AUTOMOTIVE 9. These engineering drawings may not show all of the City of Atlantic Beach standard details 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of be laid so the outside of the water main Is at least six inches above the other pipeline or required to complete construction of this project. It shall be the contractors responsibility brick, or reddi-mix concrete with #57 stone. at least 12 inches below the other pipeline; and new or relocated, underground water mains 11. All sewer construction shall be accomplished by an underground utility contractor licensed under that the construction, outside City of Atlantic Beach right of way be in accordance with all 31. The Contractor shall restore all culvert , headwalls and storm drain inlets removed or disturbed by the that are Included in this project and that will cross any existing or proposed pressure-type Chapter 489 F.S. SERVICE current City of Atlantic Beach Standard Details and Specifications. construction operation. The cost. of these items shall be included in the price bid for furnishing and" sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water 12. All pipe lengths are horizontal distances and are approximate. " 10. The contractor shall furnish certified as-builts , see As-Built Requirements on this sheet. Installing any new item causing such damage. shall be laid so the outside of the water main is at least 12 inches above or below the 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum other pipeline. [FAC 62-555.314(2); exceptions allowed under FAC 62-555.314(5)] depth of 3' below grads unless otherwise noted. The end of these service lines shall be tightly 11. Contractor shall verify and protect all existing trees and natural vegetation that are to 32. Should the surface or subsurface conditions differ from what is shown on these plans, the remain undisturbed. The areas indicated for construction shall be cleared and grubbed to contractor shall immediately contact the engineer. plugged or capped and marked until such time as connection is made inside the building. remove all roots and miscellaneous vegetation except specific trees that shall be protected 33. Corrugated Polyethylene Pie CPP shall be per AASHTO M252 or 294 with smooth inner linin Type S 25' At the utility crossings described in Part ILC.1.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as far as 14. The Contractor shall perform a television Inspection of the sewers stem. Two full reports, from damage during construction with the use of tree barriers. with bell and pigt,- silt-fight, rubber Basketd joints. g YP P P Y P possible from the other pipeline or the pipes will be arranged so that all water main joints including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location 12. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA 34. Inlet grate sizes shown on plans. All concrete boxes, and yard drain structures shall be are at least three feet from all joints in vacuum-type sanitary sewers, storm sewers, of services, type of joint, distance between manholes and any Irregularities in the pipeline. The shall be followed. The Contractor shall be solely responsible for any injuries of his sized by contractor. stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be employees, and any damage to private property or persons during the course of this project. Chapter 62-610, F.A.C., and at least six feet from all joints in gravity- or pressure-type lamped as part of the final inspection. All costs associated with complying with OSHA regulations and the Florida Trench Safety Act sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not - shall be included in the Contractors bid. regulated under Part 111 of Chapter 62-610, F.A.C. [FAC 62-555.314(2); exceptions allowed 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services 13. All improvements shown shall be warranted by the Contractor to the Owner for a period of under FAG 62-555.314(5)] with the approved plumbing plans for the building. one year from date of acceptance by the Owner. If the work is in the City Right-O#-Way " 16. Contractor shall provide to the Engineer, a schedule of invert elevations of all sanitary manholes or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. 26. When a water main crosses a storm drainage line, a minimum of 18 vertical separation prior to the placement of the limerock base course. This schedule shall be provided by the CATER NOTES: shall be required. registered land surveyor submitting the "as-built" drawings for this project. 14. The Contractor shall contract with an independent testing laboratory to perform materials 1. The contractor shall obtain all permits required to complete the construction. 27. All water and sewer construction shall be accomplished by an underground utility contractor 17. All sewer mains shall be PVC (ASTM-3034) SDR-35 for depths to 12 feet, SDR-26 for testing and soil testing in accordance with the City requirement and the recommendations licensed under the provisions of Chapter 489 Florida Statutes. depths 12 feet or deeper, or in easements unless otherwise noted. outlined in the geotechnical report. This shall include density testing in all pavement areas 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage and in the utility trenches located in pavement areas, concrete testing and all other 2. Contractor shall coordinate the co struction of water facilities with all other construction. 28. All water mains shall terminate approximately 5 feet outside the building unless rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. materials testing. otherwise noted. The and of these service lines shall be tightly plugged or capped and 15. The Contractor shall be responsible for obtaining all necessary permits and Insurance 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction marked until such time as connection Is made inside the building. 19. All gravity sewers installed under this project shall be tested for leakage by the contractor required for the project. and purchasing materials. to demonstrate that: 1) the leakage exflltration or Infiltration does not exceed 200 gallons 29 The contractor shall make application to utility company for the project water meter 2 Exfiltra#Fon 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than and shall pay for all meter fees. per inch of pipe diameter per mile per day for any section of the system; ) water mains, which shall be to City Health Department permit conditions. 4. All workmanship and materials shall conform to latest COAB Standards and or infiltration tests shall be performed with a minimum positive head of 2 feet; and 3) Air 17. These plans do not stand by themselves. Bid documents, COAB water and sewer standards 30. The contractor shall be responsible to provide mitigating construction measures test, as a minimum, conform to the test procedure described In ASTM C-828 for clay pipe, details & materials, City of Atlantic Beach standard specifications do details and any other Specifications and applicable AWWA Standards. in all cases where a minimum of 18 inches of vertical clearance between ASTM F-1417 for plastic pipe, and for other materials appropriate test procedure described standards, listed or referenced, are included in the project documents. water and sewer (including storm) lines is not possible. in ASTM C-828 for clay pipe, ASTM F-1417 for plastic pipe, and for other materials 5. The existing utility facilities and loca#1 ins shown on the drawings are taken from readily available appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. information. The actual locations of ti a utility facilities may vary somewhat from the locations shown 31. The contractor shall be responsible for providing water for construction use during entire 18. The contractor shall notify the City of Atlantic Beach O 247-5814 a minimum of 24 hours and there may be utility facilities exi ing that are not shown or indicated on the drawings. The course of project if necessary. prior to starting construction. contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate 19. All work in the right-of-way requires Maintenance of Traffic (MOT) per FDOT index 613. all underground facilities before begin ing work. The contractor shall protect all utility facilities and 32. Pressure pipe and fittings requiring restraint shall be braced with restrained joints Contractor shall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7.00pm. repair any damages resulting from their work. in conformance with the contract documents and per COAG Standards. Work in the ROW shall only occur during daylight hours. specifications and relocate if required at no cost to the owner. 6. Water lines shall have a minimum of 36" cover from finished rade. Maximum cover 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's GRADING AND DRAINAGE NOTES: 9 responsibility to obtain the permit through the St. Johns River Water Management BUILT REQUIREMENTS 1. Contractor shall verify existing elevations of connection points prior to construction and shah be 60". District. - notify Engineer of any discrepancies. Contractor shall provide complete as-built information to the Engineer In accordance with 2. See eotechnical report for site preparation requirements. - AMEC Environment and 7. Water lines are designed to finished rade and shall be protected until finish work is 34. If solvent contamination is found in the pipe trench, work shall be stopped and the the following requirements: DATE ; JUNE 30. 2016 g P P P q complete. proper authorities notified. With approval of the permitting agency, ductile Iron E Infrastructure, INC. dated October 14, 2014 pipe, fittings, and solvent resistant gasket material such as fluorocarbon shall be 1. As-built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set pRojWr used in the contaminated area The ductile Iron pipe shall extend at least 100 feet Na ; 114001.01 LO 3. The contractor shall coordinate the grading and drainage construction with all other 8. All water mains 3" and larger shall a AWWA C900, DR25 PVC. Water mains 2" and P P of signed and sealed prints and a set of computer disks containing project AutoCAD files and smaller shall bepolyethylene i e wit couplings ma be used and with NSF-PW approval. beyond any solvent noted. Any contaminated soil that is excavated shall p placed PDF's of the prints shall be submitted to the Engineer for review and approval. Additional JBD construction. pipe Y PP P g PPDEMMEN on an impermeable mat and covered with a waterproof covering. The proper signed and sealed.prints shah be provided to the Engineer as requested. BY 4. The Contractor shall submit shop drawings to the Engineer and the city, if required, on all authorities shall be notified and the contaminated soil held for proper disposal. I materials., for review and approval, prior to purchase or fabrication of an utility pipe or 9. Restrained joints aro required. where water mains are terminated and at all bends, in 2. As-built drawings shall be in accordance with all authorities having urisdiction. DRAWN 8Y : DPT PP P Y tyPP 9 9j structure. accordance with COAG standard detail and specifications. 35. All backflow preventers shall be in accordance with COAB cross connection program. Contractor shall coordinate as-built submittals and approvals with jurisdictional Backflow preventers must be tested after Installation by a certified tester and annually agencies unless otherwise directed by the Engineer. SCAM • AS NOTED p 5. All construction and materials shall conform with all City of Atlantic Beach standards. 10. All gate valves 2" and larger shall bi i non-rising stem type and shall be suitable for thereafter. COAG contact: Malcolm Clemons O 247-5834. Backflow preventers on fire lines or N 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall 200 psi non-shock working pressure. Gate valves shall be mechanical joint, iron body, backflow preventers on fire lines or combinations fire/potable mains shall have freeze 3. Provide building locations, finish floor elevations, pavement grades and all Nnotify the Engineer of any conflicts prior to installation of any pipe. resilient seat, 2" square operating nu , Mueller or equal. Valve boxes with screw extensions protection. underground facilities. NM Deft PAVM fI 7. The existingUtility facilities and locations shown on the drawings are taken from readily shall be provided for each burled go valve. Boxes shall be of cast iron construction, 4. Provide p P 1 0-12-15 CITY OF ATLANTIC BEACH ty g y " perimeter dimensions at to of bank and at bottom of pond. v available information. The actual locations of the utility facilities may vary somewhat 3/8 minimum wall thickness and sh II be non-tacky tar enamel coated. The word O from the locations shown and there may be utility facilities existing that are not shown or "water" shall be cast in cover. All ate valves installed shall open by turning to the left (counterclockwise) 5. Provide elevations at top of bank and bottom of pond. 2 2-23-15 COAG FDOT SJRWMD indicated on the drawings. The contractor shall contact all agencies with utility facilities in when viewed from the stem. 6. Provide special detail drawings where installations were not as shown on contract 3 2-05-16 COAG _ the vicinity of the work and shall locate all underground facilities before beginning work. P g 3: The contractor shall protect all utility facilities and repair any damages resulting from their 12. Class B, Type I bedding shall be use for this project unless indicated otherwise on the drawings due to field conditions or where required for clarity. 4 2-17-16 FDOT work in conformance with the contract documents and specifications and relocate if drawings or directed by the engineer. FDOT GENERAL NOTES 7. Provide location, elevation and description of benchmarks). 5 6-30-16 FDOT required at no cost to the owner. 13. Unsuitable materials under water pipe shall removeanreplaced wselected�- ildtihll bd d ldith ltd a. All work performed within the Florida Department of Transportation (FDOT) 8. Locate and provide elevations of all structures. Location of all structures shall be 6 0-26-16 COAB BUILDING PERMIT w 8• All underground utilities shall be installed prior to preparation of subgrade for pavement. backfill properly compacted. The material shall exhibit moisture contents within P w 9 P P P 9 P Right-of-Way (ROW) shall conform to the most current edition of the following from two (2) directions and include northing/easting coordinates at center of +/- 2 percent of the modified proctor optimum moisture content (ASTM D1557) during p 9. Pavement subgrade shall have all unsuitable material removed to a depth of 3.0 feet below the compaction operations. Compaction shall continue until densities of at least publications: structure. i Standard Specifications for Road and Bridge Construction (English). o subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the 95 percent of the modified proctor maximum dry density (ASTM D 1557) have been 9. Locate all pipes and provide size, elevation, invert elevations, length and type. Z ii FDOT Standards Index (English) Q geotechnical report. achieved. iii FDOT Plans Prep Manual 10. Provide dimensions and elevations of the pond outfall structure(s). V) 10. Any unsuitable material encountered shall be removed from the site. The contractor shall 14. Backfilling shall be made with clean backfill which shall be thoroughly compacted in iv FDOT Flexible Pavement Design Manual for New Construction and Pavement W be responsible for the removal of all unsuitable material and replacement with structural 6" lifts. Compaction shall be a minimum of 95% of max. density at +/- 2.0% of the Rehabilitation. 11. Water as-builts shall indicate the location of bacteriological sample points. Z fill. Excess suitable fill material shall be moved to Owner specified location. See modified proctor b. Should a conflict arise between the details shown in the plans and the FDOT Standards the Engineer/ Permittee shall immediately confer with the Department's 12. The as-builts shall include a detail of every crossing of the new water main with geotechnical report. 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, gravity sewers, force mains and storm pipes clear) shown do Indicating the vertical T- Engineer in order to resolve the discrepancy. In no case will. anything less that the g tY P P Y g O 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as the maximum deflection of any joint hall not exceed 50% of the maximum recommended by Department'sineerI minimum standard di allowed. clearances at each crossing. Details shall be furnished for parallel runs where the required by the project specifications. the pipe manufacturer. horizontal separation is less than 10 feet. p c. AN traffic striping and markings are to be lead-fres, non-solvent based O 12. One row of sod shall be installed along all edges of pavement. All disturbed areas shall 16. No connection to existing potable water system will be allowed until all proposed water thermoplastic. 13. The centering of uncut lengths of pipe at points of crossing shall be documented receive sod. **See landscape plans for other requirements. lines have been flushed, pressure test d, disinfected, and cleared for service by the d. Removal of existing striping shall be accomplished using the "hydro-blast" method. If on the as-builts and all mitigating construction measures clearly depicted in cases j Florida Department of Environmental Protection. this process damages/ scars pavement, then the pavement shall be milled and where a minimum of 18" of vertical clearance between the water and sewer 7M DRAIAi N NOT 110SAM FOR UNUNO 13. Stormwater Collection System design is based on the 5-year return frequency storm 17. Contractor shall notify utility company a minimum of two days prior to connection of water resurfaced per FDOT Standards. (Including storm) lines is not possible. DQN$IRWIMN $ 8OM w (Rational Method). mains to existing lines. All new work must be inspected by the engineer. No tests shall be e. Existing paved shoulder shall be removed full depth prior to widening of the roadway. AWVE cr_ scheduled for weekends. Any change from the technical requirements must be reviewed and f. All curb and gutter and sidewalk will be removed and replaced joint to joint. approved by the engineer and owner. g. Temporary stabilize sidewalk at end of work day reopen. Permanent repair within 7 SHEET TME V14. All RCP pipe shall meet the requirements of ASTM C-76 and shall be Class III, Wall B. days. Sidewalk replacement from Joint to Joint. f YOU �.y�� / 18. Hydrostatic and leakage testing of the water mains installed shall be performed in h. All disturbed area within the FDOT ROW will be restored to original or better condition f 1 DG 0 15. All labeled pipe lengths are approximate and measured to the center of structure or accordance with AWWA standard spec! Ications. A representative of the utility company by grading and sodding the area disturbed (Bermuda in rural, Centipede In Utility CALL SUNSHINE Qg mitered end section. Actual lengths may vary and no added compensation will be made or the engineer must be present dura the tests. Pressure tests shall be conducted at Strips.) for variations 1-800-432-.4770 150 psi for 2 hours for woter mains nd 200 psi for 2 hours for fire mains. Pressure i. Burning of ma#eriol and/or debris is prohibi#ed within FDOT ROW. / 16. The contractor shall provide a qualified soils laboratory representative on site during test after limerock is installed. All lanes must be opened for traffic. during an evacuation notice of hurricane or _ excavating to determine the suitability of the existing sub-grade and existing on-site �' P g )0 Qmaterial prior to beginning any filling operation. other catastrophic event and shall remain open for the duration of the evacuation or 11VMLAWNaQW4 ^l GENERAL NOTES W event. M 17. Contractor shall take all available precautions to control dust. Contractor shall control dust V by sprinkling, or by other methods as directed by Engineer at no additional cost to the H owner. Z Q Q a�a,nrm:u @} LAJ \c eiv • • r r" cimo o ZA-re , Nom, •., .. --• - g H E E T ` L L TU NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND Community-Management-Energy-Relationships OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING DIVER AND PARKING. 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 INV S --2.57 Fax 904.730.3413 OVERHEAD UTILITIES TO BE REMOVED. CONTRACTOR TO COORDINATE WITH Www.prOSS@rIr1C.Com CONTRACTOR TO SAWCUT AND UTILITY COMPANIES/ AGENCIES AND REMOVE ±35 LF OF EXISTING TAKE DUE CARE TO NOT INTERRUPT LEGEND: Florida Certificate of Authorization GROUT FILLED SANITARY PIPE. SERVICE TO ADJACENT BUILDINGS. CONTRACTOR TO REMOVENumber: 00004050 PROSSER To EXISTING INLET. SEE SHEET INLET PROTECTION APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF Inks-2,t C4.0 EXISTING 8" WATER MAIN EXISTING WATER SERVICE CONTRACTOR TO REMOVE � oN II APPROXIMATE LOCATION OF EXISTING CONTOURS EXISTING INLET. SEE SHEET T °-5.85 C4.0 IN CONCRETE DRIVEWAY EXISTING WATER SERVICE INV Sw_10 21.7+ EXISTING SPOT ELEV. lio� S T URD( `.ANT AVENUE -- w _ _. �� �..M w w � _ V w w �� �� PROPERTY LINE w 5£� P/W �� ■ ■ �■� MANHOLE TO BE CONCRETE DRIVE ASPHALT " � SILT FENCE LIMITS OF TO BE REMOVED EXISTING 8 SANITARY -' SF CLEARING / R MOVED (NOT IN USE) SEWER MAIN ASPHALT DRIVE MANHOLE TO BE B,. S �10-6 +6.77 . TO BE REMOVED ,` R1 ,83 , ,� X . ` LIMITS OF CURB DEMOLITION „ 4 RIM=6..I REMOVED (NOT IN USE) CON ETE DR{VE BROKEN ASPHALT INV NE- -1.40y X. � , 748 &08 ° 7 NOT IN T 80 DRIVE TO BE REMOVED INV =o, INS = °73 A TI�ROAT .11 TO REMOVED INV --1, INV E-2.`74 BOT STRUCUTE x.62 INV- 05 10" PVC INV S-3.04 " PYo _ �72r LIMITS OF MISC. DEMOLITION 6.x+13 .2 65.E 644 6.4� � � FOR DIRECTION C�IMY 6. APPEARS TO NOT BE III USE, < mm MANHOLE FOUND TO THE SOU 0 EIS t3 . 6,50 �€ 6. - 0 6 ONC I #i 5.44 6,0 6,46 .46 6,S A HALT � � < � o < ° . 1 FLOW DIRECTION ARROW ' � �� � AUTOMOBILE SERVICE Js- LIS AS.. Oak= 6' WFIA S89' 20"W 49.85' 45°5 S89024'20 ° II HMlL ALT 6.7 STATION W/ MINOR 49.73' (A o TR � A RIAS Iii IIS-6" . ,CI6 (A� + NOT T AUTOMOTIVE 0 F WA 7°t 7, 7I~t T= . 7 CUTE 70 BUILDING TO BE7.3 F * IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY SERVICE DEMOLISHED , ' � 74 CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND .8 8,25 oNo , PAIS ASS 4, SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. 7,0 EI..E .20 /_W� HANG2 °I T 4 4 7, .4 o ° oto , NOTES: o ° 7 ° • , . c o 50 •61 -S 7° 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY 7.29 57 CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE A HALT El o o Aft AD � GLA / RA + REMOVED WITHIN THE LIMITS OF CLEARING. 7.5 SCI < o ELE PAD ELEV .43 Seo A 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON CONCRETE PARKING AREA AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE EXISTING CONDITIONS PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN 7.9 .,3 A I Tlo AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL TOTAL AREA 1.66 ACRES BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. w AND 2 TOR AN STUCCO H 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY .o TIME OF CONCENTRATION 12 MINUTES 7.8SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY H �n 7. DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE N rn ASN CURVE NUMBER 92 PLAN SET. 0 °� 7 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE 1 CD BUILDING TO BE DEMOLISHED . COORDINATED WITH UTILITY COMPANIES. „oo 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN 1 740 7°o6 APPROXIMATE LOCATION OF ° o y93 ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND PORTABLE TOILET C 8L O REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE . ,o7 G S PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED 6.6, er ° ----~- OTHERWISE AND DISPOSED OFFSITE. 72 o FFE- .2 X7.59 7.c 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AND CURB AS (A OCR 000l SHOWN. ° 8'72 7° 32 B 0 2 , x 9, ( 7.1 2 � 9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF ° 7 ! Vl GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. .LF IRE RA N STORY ICED A I� AY €AVE 0 G 8BEI ■lrl �I Ili ■MI � .7 .7 6R 19 � � 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND .4+a DETAILS. � ASPHALT � 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA SAWCUT E (STING ASPHALT TO STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING 4 �° _ (TYPI PROVIDE N TRANSITION. PROGRAM. F T FT x 12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK INTERRUPTIONS 1 ANIS 2 STORY COQU1 A -• � � AI �. ° STAIR L I ° 6' F OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. FFE- ' .0 1 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT . .4 Imo . 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT DETERMINATION No RILING 7. p o 3 FROM SJRWMD PRIOR TO ANY CONSTRUCTION. 7+4 T -6A '� 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST GROUNDWATER DATE ; JUNE 30, 2016 APPROXIMATE LOCATION OF ROLL-OFF IRT A EI A z AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DUMPSTER ROLL OFF CONTAINER LN To IER o DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE .4 °� 14 ' I` COMPANY MUST BE ON CITY 62-621.300. PROZCT Na 11400 1.01 &I B APPROVED LIST AND CONTAINER ,,,�,�_ ---�-�► 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF JBD w 7.7 CANNOT BE PLACED IN CITY ROW). VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH COAB BY pp ° EXISTING REST ANT a BUILDING DEPARTMENT. AO OD 44 PARKING LOT TO BE DEMOLISHED , STORY STUCCO AND o0o FRAME DRAWN By : DPT N z .0 �< a FFE=B.40 E 1 0 rn �� NC A N EROSION CONTROL NOTES: SCALE : AS NOTED CL � BUILDING TO BE DEMOLISHED DINER TO EMAIN © ''`'' o 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE Date Revidwi o° U INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND �' . * 7419 MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 1 10-12-15 CITY OF ATLANTIC BEACH 9_02. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY 2 12-23-15 COAG FDOT SJRWMD CONCRETE PARKING AREA : THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES :. TORY S 0 1 - FR E AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING 3 02-05-16 COAB � x . - ACTIVITIES. 4 02-x•17-16 FDOT 7 A. < ° 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR 5 Ofi-30-16 FDOT N COVERED coNc EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT .s . L� 6 10-26-16 COAG BUILDING PERMIT CONSTRUCTION ENTRANCE. 0�449.0' y CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR THREAT v SEE SHEET C7.0 FOR DETAIL :: NSIµ < ASIAh OF THE SEDIMENT SOURCE BY THE CONTRACTOR AS NEEDED. • 0 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA EXPOSED O ■ ' ::.. ASI' AIT E V £ A ■ N89'25'12"E :t 5'12" K AIC CI ARYN V I ISS AT ONE TIME AND THE DURATION OF EXPOSURE. N 5 1 INA I�AI T (CIN I 30 .080 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL SIS 50.00' (P&A) 5 .00' P A) ,_� „_ MEASURES TO PREVENT OFF SITE DAMAGE. _0 6.54 �._ SF --399-OISF ---' SIF �' SF SF SF S SF 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO 6 SF � � SF F SF SF S I1< �a815Z PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO E o I.2 "" ooN ooNo DIVE `S A o of PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT N 8.5 1.34 91 a' X3,0" S.t 13 I : ° 0£NG RIVE .3 , �M I �t tl� SWK I� Cd DRIVE :� G �1 �S S6 , �� SITE. �oa AA o DRIVE )NC o �. _ � I GV-F a 7. THE CONTRACTOR SHALL MAINTAIN LOW RUNOFF VELOCITIES AND OHO- ----° J CSI 0 � .� �„- _ CNG 0URI3 O � �o RUNOFF SHALL BE DETAINED ON THE SITE. . � e : B. THE CONTRACTOR SHALL STABILIZE DISTURBED AREAS IMMEDIATELY oEP ° �L `� �: • SAWCUT AND AFTER FINAL GRADE HAS BEEN OBTAINED. 0 °o oho GURU �° EP-7.38 CONTRACTOR TO SAWCUT AND CONCRETE DRIVE CONTRACTOR TO SA 9. THE CONTRACTOR SHALL IMPLEMENT A THOROUGH MAINTENANCE AND CONTRACTOR TO SAWC AND INV=4,21 REMOVE EXISTING DRIVEWAY RE E EXISTING DRIVEWAY 8.,7.E COMPLIANCE PROGRAM. CONTRACTOR TO SAWCUT AND REMOVE EXISTI G DRIP AY AWCUB. (TYP.) �� 8� TO BE MODIFIED AN UB. (TYP.) 10. THE CONTRACTOR SHALL HAVE AT LEASE ONE PERSON ONSITE AT ALL 11 5 DRAWNt� NOT RB.EASED FOR F- I o REMOVE EXISTING DRIVEWAY S S AND CUB. (TYI ASPHALT (SEE SHEET C3.0) TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE FLORIDA CONSTRIJCTtON I�.ESS SO NOTA Z AND CUB. (TYP.) STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR ABOVE � � CONTRACTOR TO SAWCUT AND REMOVE EXISTING DRIVEWAY �� TRAINING PROGRAM. ASPHALT AND CUB. (TYP.) 11. FULL EROSION CONTROL MEASURES MUST BE INSTALLED AND EP 3 APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING ACTIVITIES. �T TTTLE j37 47 &44+ CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT �ro CONTROL INSPECTION PRIOR TO START OF CONSTRUCTION. © 1. ' oo CURS : � 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION USING U CAAS ISLAND BMP. 8.97EXISTING CONDITIONS/ _ TOP.-W.9S U INV -3.'72 ,dip GCMG CURB .� Q ,M_ :� : ATLANTIC BO L V �� W <� � DEMOLITION PLAN BRASS ISLAND :�� c S PRE-DEVELOPMENT U -� �� CONTRACTOR TO COORDINATE WITH COUNTY UTILITY POLE TO BE RELOCATED. CONTRACTOR TO TAKE PLAN UTILITY TO ADJUST TOP OF VALVE BOX DUE CARE NOT TO INTERRUPT SERVICE TO ADJACENT SURFACE AREA CALCULATIONS Q EIS FLUSH WITH PROPOSED SIDEWALK. PROPERTIES WHILE RELOCATING POLE. CONTRACTOR TO COORDINATE WITH CITY, LOCAL UTILITY AUTHORITY. FDOT Q {. � AND ANY OTHER UTILITY COMPANY THAT MAY HAVE SURFACE TYPE AREA (SF) AREA (AC) PERCENTAGE UTILITIES IN THE ROW BEFORE RELOCATING POLE. (SEE SHEET C5.0 FORsAPAMXIMATE NEW LOCATION) IMPERVIOUS (44,867 1.03 67 %,,,, w Q •�, t- PERVIOUS ±21,780 0.50 33 ' •'' vk tv 4 - s 'qG"= I _ 6,2,5 � �C2SO TOTAL ±66,647 1.53 100 N ASPHALT ?6 . I INV N-3.54 * THE ABOVE CALCULATIONS EXCLUDE THE EXISTING DINER <"� T I AT O 4 • ,n F OF. s' O d- BRI •I, `,� DTE:W* 'b , ,, H E E T SITE DATA TABLE USE: AUTOMOBILE SERVICE/ RESTAURANT SETBACK LANDSCAPE BUFFER ZONING: CG FRONT 20' 10' Community-Management-Energy-Relationships LANDUSE: COMMERCIAL SIDE 5' 5' PHASES: 1 REAR 20' 10' 13901 Sutton Park Drive South, Suite 200 20 0 15 20 BUILDING: 6,401 SF Jacksonville, Florida 32224-0229 HEIGHT: 35'-0" MAX. FEMA FLOOD ZONE: X Office 904.739.3655 MAXIMUM IMPERVIOUS SURFACE 789 CONDITION 2,j. Fax 904.730.3413 WETLAND IMPACTS: NONE www.prosserinc.com m LOT DATA: Florida Certificate of Authorization ITEM TOTAL TOTAL Number: 00004050 • SITE AREA 719712 S.F. 1.65 Ac. 1009 INS A4 IMPERVIOUS 519183 S.F. 1.175 Ac. 719& EL.,EV &01 (NAVD88) TOPM5.85 PK NAIL AND CLARY DATION DIS INV3«03 PERVIOUS AREA 20,691 S.F. 0.475 Ac. 29% IN CONCRETE DRIVEWAY CONDITION 2.b. * PAFVJNa- CONDITION 2.j. 1$"x24" SPECIALTY SIGN ASPHALT PARKING REQUIRED PROVIDED PROSSER "NO EXIT - ENTRANCE ONLY" AUTOMOBILE SERVICE STATION 16 (1/400 SF) 13 TERMINATE CURB 0 ROW WITH s IVANT AVE:.t�JE . AUTOMOBILE SERVICE STATION PERVIOUS N/A 13 T CONDITION 2. " 3' CURB TRANSITION (TYP.) � (w � ***RESTAURANT orsr 30 (30) TOTAL SPACES 46 * 56 18"x24" SPECIALTY SIGN S EXIT ElE _­_­­*�NAP$i g- j BICYCLE PARKING 5 5 ' MASONRY NIENI WALL ", mABOVE CALCULATIONS DO NOT INCLUDE EXISTING DINER. SALT E � ?O MATCH MATERIAL 0 ONLY Co�oR of CONDITION 2.a. AUTOMOBILE SERVICE 0 N: 2178444.75 INU 4' FENCE Li E: 528874.35ON-STREET PARKING TABLE MINOR X x x x x _.x xx ___._x .x x x N: 217$44$.59 STATION W/ . . TZ 7 (-' EXISTING RIO BIKE RACK x Ns 2178440.54 TOTAL 7 AUTOMOTIVE N. 217$444.45 a N. 2178439.26 E: 529239.39 - " ' �_ E: 529120.17 r - I BULKHEAD ! *** PARKING REQUIREMENT PER CONDITION 2.a. SERVICE (BY OTHERS) � x �� 5 2-4 GATES ._._.._.- _ ._._. _._...-._ CONDITION 2.a. N; 217I 420.: NsWET I ENTION POND N: 2178425.68 4 I BUILDING CORNER 21 X421.70 TMDE WALL CORNERE; :11111 . E: 529114.84 - N: 2178418.47E. R ' " • 1 : 12' 18'.. 6' N: 2178394.33 N: 21 MUS-05 ` I •i• E: 529169.47 E: 529239.90 DUM TER ENCLOSURE BLOCK ° N: 21776.70 W WITH STUCCO TO MATCH �T A■ ���s Co Of ADJI�EIAJ AREA 1'1G /1` MINI MOF 6' (SEE ARCH PLANS) 6' x E: 529120.79 'L - - 8AW SFO x x x x z--- x x x BOLLARD (TYI "EmOUTSIDE N: 2178400.14 28.67 • 4 ' I / x E: 52 BUILDI NG ER x N: 217 365.29 '� u t� 17 t0 N e08 Ike •, w,. 4w JIM tA'. �t of - ' .fib < • , :1 A/1:�i i, , ro 7. 9258.91 i S1TI Ooo :T 11 , P T� 1 `� 1 S.` NOTE 14.72 .. d V+ ,. 'TY �1 T AND N ONSITE U CE A L SE E TRSHL «� � NTR 0 C►' D 1 2.1, CO AC Q .0 • > . t ' `'�'. .` ♦. ..< r ,... -. :. ,.,:: ,.. ,,: ". ::: gid.. .. SUCH THAT OFFSITET WORK SU Ot-FSI E 4 " 'i 21 - &• . . • • � � � • PARKING. EXISTING DINER AND 1 AND 2 STORY INA .� „ �• DISRUPT EX S PERY19 S PARKING � e -1a 41IL 34.E FUELING TANKS � �' � .� (SEE PETROLEUM 1,,,,,, �: s.' LE G E N D PLANS FOR DETAILS 1 `° $�` ° °" 2.2' cn -�-__-- _ 2 AND LAYOUT L�`-- ----.. ..� PROPERTY BOUNDARY DATE . JUNE 30, 2016 f--- --- ---=1 ` . R1-1 0 - - - PROJECT NO, : 114001.01 • ° : _ -t �_ ��_" - - - - - -`-- - -� - _�, . - - -r- I.., E: 529129-12 : ; ASPHALT/GATE PARKING DESIGN217931 ED BY : JBD ,meq c!' - , •fit .°L4 . "A' '•.& , " `• 8 .' -< - c q e q' s , ,>.p. ` �. �•, �• . EXISTING RESTAURANT . Ad .o: Q .ti I spa �``:. 'x}: DPT .o. , 1 STORY STUCCO AND WOOD FRAME r 1 I • •, • DRAWN BY . POTENTIAL SIGN , , .a ,,,. ` �' �. • , FFEa8.40 . CONCRETE/GATE PARKING �� � ' .o• :°w.' �' �• - - - SCAM : AS NOTED LOCATION ` I 1 �: : .o. .�. •v a . HEIGHT= 10' ° PARK I N F _ =_ I ASPHALT/DINER G ei AREA- 120 SF - -�- .. CONC. WHEEL STOP (TVP.) r _ -I CONDITION 2.a. N0� Dots Revision � `,a ��g• tz , - - � ,gam.__ - - �, •-:#•-.__-`- � 6 L -Ile) ° kE: 28893.4§ � •• - -• _� � " � ." .- .� . :� " - ,�. .' .. : � • $ � .�_' _'• `� .< 1 10-12-15 CITY OF ATLANTIC BEACH -.`" : N R TE 2 8269.11 CO C E - ............... 2 2 23 15 FDOT SJRWM CONCRETE P AFtRING - ,.,� MITE OAB _ 3 205 1fiC , CTAP _ . T ........... . 1 fi FDO _ ' __ _, ,,.•._ � PERVIOUS 1 STP 1N ..: .., ..• .. - - _ . __ _ . _ _ , , TVP. 30 16 FDOT __ B TAPER R RIGHT ONLY __ _ - _ ____ __ __ __ __ . ___ _ _ Lh�AW__ 3 CUR .....:.. ..... .. .. 7a1�1 ............ . .. PERMIT Cq W . . . DETECTABLE WARNING N DETE BL Baa 10 p �i-8.103 NAVD ) �? . - CORNER PROPERTYN: 2178255.58 CONDITION 2.®. it RK NAIL AND CZAR ELEVATION 131SIG s, ` �'1• Q N: 2178244.57 o E: 528896.73 IN ASP IAL,T PARKING LCAT LOADING ZONE PROPERTY CORNER 3 " N S R- ,a CURB & GUTTER N 2178248 62 v N: 2178236.81 0 R- ' E-. 529246.53 10-1 • ' s �3C SY41C•"' v 1r s. ° ` !C S v. e' LjjE: 528850.65 (n COI+IC S CONC DRIVE o c ° ,� C S • ° fi a ,�_F 3 ON-STREET PARKING COUNT 0 2,C WHITE STOP BAR; N: 2178231.20 4' BEHIND CROSSWALK " " o `� To «82 R1-1 (STOP) " TIE 6 SOLID WHITE INTO EXISTING STRIPING 2178229.29 " FL-7.02 E: 529105.94 6 SOLID TIE 6 SOLID WHITE INTO It 2,0a o 8 E: 528849.01 r' TIE 6 SOLID W ITE EIS 7«38 `r• 12" SOD INTO EXISTING IPING INV-4.21 " WHITE EXISTING IPING VTIE 6 SOLID WHITE TIE 6" SOLID WHITE R3-5R (RIGHT ONLY) 0ONSTHS DRAINNO NOT i'�].EAS® FOR / " 80 NO1W CROSSWALK " INTO EXISTING STRIPING INTO EXISTING STRIPING HALT XIgO 12 SOLD WHITE �- TIE 6 SOLID WHITE 6 SOLID " NOTES: ABOVE Z INTO EXISTING STRIPING WHITE ��� CROSSWALK 1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE A BXLEVAM � ASPHALT EP AMERICANS WITH DISABILITIES ACT. EXPOSED AGGREGATE RIVER ROCK WITH EUCLID T . E SUPER CLEAR OUMOND II SEALER. (TVP. ON SITE). o o 8 "" 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC 50 p • 1 UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. f Q MASS ISLAND j T 3. FEMA FIRM PANEL 12031 C0409H, FLOOD ZONE X. SITE LAYOUT QINV 3:� 1• ` 0 �0 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT Q� w N M GRASS ISLAND of 11 NOTE ASPHALT. �. PLAN U THE CONDITIONS REFERENCED ON THIS PUN 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET C1.0. ARE DESCRIBED IN THE ORDER CONFIRMING Q APPROVAL OF THE SITE DEVELOPMENT PLAN 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. • 15CM-2411 SHOWING WAIVER AND Q PROJECT NAME: GATE PETROLEUM 0 ATLANTIC BEACH APPROVED CONDITIONS. 7. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. AUTOMOBILE SERVICE STATION W/ AUTOMOTIVE SERVICE A�I��•T s, ALL RADII ARE 5' UNLESS OTHERWISE NOTED. ON THESE PLANS. U-1 I- 9. ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHERWISE • -- c<� OWNER/DEVELOPER: GATE PETROLEUM COMPANY NOTED ��' 6257 • �3.0 r ASPHALT 10. SEE LANDSCAPE PLANS FOR LANDSCAPE AND PUNTING DETAILS. * � 0' o T - 41 ENGINEER/LANDSCAPE: PROSSER, INC. INS -�. 4 - 13901 SUTTON PARK DRIVE SOUTH 11. ALL NORTHING AND FASTING COORDINATES BASED OFF STATE PLANE � � � o COORDINATES FROM CLARY AND ASSOCIATES. STATE O o SUITE 200 '-�, �. . JACKSONVILLE, FL 32224 12. PLANS ARE NAVD 88. '�• • ' S H E E T r f TtA - Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 SWMF 20 0 15 20 Jacksonville, Florida 32224-0229 POST- DEVELOPMENT TOP - 8.00 (0.12 AC) TOTAL AREA 1.78 ACRES NWL = 4.20 (0.12 AC) RI � < 1 Office 904.739.3655 BOT = -1.80 (0.03 AC) INV SW- -x,57 Fax 904.730.3413 TIME OF CONCENTRATION 10 MINUTES 25YR= 7.20 CURVE NUMBER 92 5YR = 67.00 www.prossednc.com MA = 6.75 Florida Certificate of Authorization Number: 00004050 INV-2,1 IEA PIt NAL AND CLARE" ELEVATION DIS TOP= .8 IN CONCRETE DRIVEWAY INVs. 3 1!6w!%iii 0 PROSSER S TU ,A VENUE ww --------------------- -------- W _ - __w w w _w w w I�-­­ � w w- w w 1V - w w ­­.......-........­­.. _ _.w ...�.......�...­__­_­­­.....­­-­­�.....w _w w -7 _ w w w w w W_ _w --*- _w w w w w w - ( 0 R/W) # ASPHALT 10 TYPE 'C' INLET \ DOUBLE TYPE 'C' DROP , , DOUBLE TYPE 'C' DROP INLET. TOP 5.65 TYPE C INLET INLET. TOP-5.650 .,j.r,.>5>..7._,'.A."..00 L.0.I. ,f:4I 1....I1I III.I-..I�1/I II.I1..11�1�.-�1I.1.I-_,I1I.I.I1I'­111,AI1%1I�I...,II,"I1�1.tI.I.ItI'_I 1II1.1I 1I1III.II,'�lI�II���I�11I..,lI�I�.1..I.......I.�I,��-�1III1I­1I�.­1.I1I..I­I I 1.I 1 I III1:..1I,­�1 I II­1.I.+,.1I I1.,i�1,-1I.I1I-II.1II1...1�:.I I 1 I�II.I1... 1I,1,II 1...a...�.II.III..I..II..I....I�.�111..I-�IIII11M:1.,1.I..:..,.�.­I.u:�1.,���.111I,.-:��1--8 1:II.1I:1,­"1,I11I.���1­ ­"I�:I_..1.1� /3.I\I T 7 +"+-7794 - , F,­_­6tK­4­__.5K_ WL�X7t3 - 5I I - A _4 J � 1!X,,-­I...�...�.I 6-".­.I.�a­.4w I--&rM�7\I.-EIV-I­I=r4.'I p,li.I4t.i*�*.I.I 7I I,1II.�".��,I1 1II1 I-."1�I&1:.1 1/ ­­­­raA 331w 6- -_3-_--�D_II- 1-_ _/_- :;Px 5 w 62 TOP-6.85 TOP=6.96 s 6.55 NE INV= 3.81 VIGNV ---=6 + , p- 77 33 +f N INV 3.05 - � �.� � � , III +ININ O 345 S 0,� D - 48 AC ,$4 Al E IMV 3.05 DA=Q.28 AC S INV= 3.81 1, E 1 V.=2.17 INW <�3 VC INVW�-14 .47 ( ) (E) INV.=1.17 . < OU_TNHO MEG MEG INV -2,74 MEG W) INV.=1.17 MEG MEG � , 6. � �� .39 I ±fi.47 s,3 6,32 . 4 16.50 .31 „ MANHOLE L. .,° I t I LM I I_ .5 < I91.1 1-11 I I.I.I-��:II 1.��I��I..'.1II:I��­l.II,1�I II..1..1I�­.l.I I11�1I­-1 I11 ,�.�-I� 1I 1���,I�I.­..I­ ..1II. ��1­.... II 1I 1. , - 1 189 150 < < TOP=7.20 » a NOT I I E, 21 . 2 IIS - . .t ,38 < HDPE 0.5X (S) INV.=4.00 HDPE 0 191.15 €, 1 ._ _ _._ 2-Lf•-'f5 I .� W INV.-4. X , 94 HDPE o Q.sx $ -- �$ INV.=4.g �� _0 -�� AUTOMOBILE SERVICE •9 --- --- - 5. - - CLEANOUT CLEANOUT _ CLEANOUT CLEAT 7.05 7,05 X716 .1 X6.5 7 3 �� ,v-- 9 r1w. 1.62 INV: 1.50 IN1l ,4 46 '6. x < --x x x x x x x x x x STATION W/ MINOR 7.36 CLEANOUT CANOUT x .. 7.67 0 7.16 - -- --- I INV: 1.90 7.1 le �. INY: J.5 IN{/:1.40 ~129 M RETAINING WALL 0° x _ _ LEGEND AUTOMOTIVE 'T 8.30 8. 0. , + 34 LF 15 (BY OTHERS . - ( 7.12 J . . 7.57 HDPE Q 0.5X NV.= 1.00 r 7.45 z -' 7.66 7.32 - - - - - - - - EASEMENT SERVICE 7.60 7+DUTFALL 1 x - x.25 7.23 7.44 STUB OUT 8.35 STUB OUT 8• - - - 1d9DIf1fD i1fPE`-'E' ILE'I`' '- -I I 1 INV: 1.89 8.48 INV: 1.65 STUB UT CIANt�UT » _. .-.-.- .-._. - ------ RIGHT-OF-WAY 7.45 STUB OUT INY. 1.53 TOP-6.87 . . INV: 1.87 I ' , < ,� -- . ( . I WEIR=6.45 » I 7.54 8.00 . _ _ _ INY._4:03 J °°°°°°°°°°°•eee°,e°°°°°eep° 'g 8.00 p » vo°o°o°o°o°o°e°o°o°e°0000ee o o e 8.00 I �. oopopo 00000000e000 7, 7 1 ` a00 O°O O°O°o°O O°O O°O°e°O o°O°O /�/� O O O O O O O O O O p 0 0 0 0 0 0 '• 7.21 0 0 e 0 0 p o O s 0 0 0 0 0 0 0 0 � . , 7 63 OUTFALL 2 I I eoeee e e°e°°°e e e°e e e a PROPOSED ASPHALT 8.4V 4. I d, x °0000000eooe0000000eo°eee00000000J' y' ooe000e°n°°e°o°°e°o°°e°o p°o°e°o°o°s° MODIFIED TYPE E INLET ` 7, INY: 1.62 INV: 1,G7 » L '� TOP=6.87 _ _) I 7.45 .23 ` ~ 11-.I.I-,III.I._....rA'.II.�­1,­­11I...�I1LII1­I1.:Ir�e1,��'�,,.\.I I-.I.I­.:1,1..:..I�L1I L.I.,,..,.,-111,Z.:�1rrr 1L.1I.,�.1-1.1 1.L I.rI,L L,..11,.'III..IrIr�L.rLLL�.I,1-11I-I1'-�I I'L,19,III.II.I��r 1L�.I,_IIIII­"�.L�1�I LL,..'",LLL­A I I.L.'II.:ILr�I�.r,1L 7'I,ILI I—1I.I.I.!rIII.I'r'r I:LL...LrLI1­I,.�7%L Irr+,.,IL.�:L I..II-I I,N�LI2.�FI�1.:.rrIL�.I1:I��IL.:1I1,�r�,I 1��.,1 I III1A Ir-LI.,I.1,.r.rrI 1'.I,.6LIL1I�LL, I�­­LL1.k-I I-. :4IjL:­�:r 11:I­1L1L.­p,IrI01%,17I1I.:I.I.,_I ,III.I('.�%_-LL�,_II,..­-I.I l.-.1_�5I.%0'_Ip.1II.I..L..I1_.I,LI'A XI.1 1.�.,,4&-1,I.�I-I,--L II I,,_I."'.III -r:..,_:.I%L.11.I.:I-L_.r:"..�.-L""_�ILL_,,I_-.I,..I-"I1:ILI,l�I,�1.�"z7_ -.­,'.I.:rrr,..�1II.:--.rr,.-1-,.1.;.I�.Ir_51�,L.rr.-,1�'--I I"W.,.t..,L.ILI*-�-.I/,L.L.:I.I;."4_L.K I.r I-1:.-_.�1,I.rL1 I,1.LrLr.L:�I I 1-r.I..II 01IIrr"-I I.I,1I,r! .Ir.�ri_,,I�r 1.14'�9I A�_.0I 10N4r4 rr jj6;;-.ier.r I-::n&I r.1.rr�o-�I,'III,,I,,::LLIL-LO I..."-�11 rI I',-�::AII.r,Ir.1r I��-'1�L1IrI I1'IIII2.,-r L L+.�.I­I I 1.4I r=�L 71II',".L�..I II_I­-_..=.�,1IIL.I1"IL;1r I-1.1 1.,.ILL I I-1.II..=+E.L-��II_.-1,I.:9 I.LLP"."-%"�I.Ir'.I I VL,=,: II 11II .I1,"�II-,I,'=L"I,LL L�I LI,4,1.1II:rL­4"mL,_..,*F.I,IL`I1=­��,L&.I1:L",'.-�I i 1,'_..�r.II.-.,7�I I-II..IIrI7.T.r_"W"=...L-,'I L:I.-*,....-:'..,�1,-._1'.II 1.LL�:L TI�1.1.'.L,.,1,.I1I:I�j.,:1.L:1-.=!a.!,I..L.i,11'I Ii�a6!.�l!�-IL,r�'I.C�_!1'!rLr.,I,1! 1._.a4-�!­­I 4L�,I:,'_.L-!-...rI.��:`1.,=1 1�_LI.I'4 41!:I I rIr�_-�II"I..'LI_.'"1,�:I1I;I-,�,.'.L"�.I A,1ILI,�1�"..-"I-,.L"1"".Ir'­L­�II,I1,I.A.L a�I1.I11II.:'1'�1L4`"'.1L.,:I L_1�;'I..�r?"',­1 1 4I II'�11I4­.'.�I�,t,.,%I..r-,..0I�I,L,I:4I.:I1 1 I I ilI e'L-:-1IILL A'!�I'1.A L-.'4L��.IIILr",'I IIL I.7I L'r IA.�%,I:I.I'L!.,­r.;,6,"I II-,..L,.%,I'"4I,L.-'�..�I.I" _��:.,��:"r.'IL.':�,:1I r"�L=.�'­.-LL2,,4I:�'r;O4,-"-1,�L=I-"I I:t1'L.",IL_�:_II', ...L.I:'..I I 1IIII_1,'.L.­r1.I1\�.I�I.L 1,.�_..I­...0 L)­1AI_.I1.=�1',"­�.,,+1�.x.I,-:.,I1-1L='�.,,�Ill ,1�.�I I'll,1I�,�I'll#9I\-"1.1",�r1 Ill"'-­.IIr"II-,I'X".-.I.!I*!'*"�LL1­,__I:4q,;;�5...,,1-" A:I:r11II:�I1:.1.'��1%-:1.1.,-:I1­I.1.­2:IB�1�,I.I.IM,'!f.I.I�9".:8 A,%�.I.r:;I����,11,.I-.!1. %..I'r�L I!,7�!=1I::,.7L=�I�"!-I,I,,7'III.­­:�!.ILI., -­!71I.L�1-I,I,!�I 11:11L-1...,111�ff7­­..1��,:I.I...L1­:�,.1IL.',-I,L�11I I:'L,,11J.-L,=,,.:.'�1I I1..1�1'��—L I:..'­I:IN w.01,0�1I 1'.0 1.,1,6 I.Z�.L I.1�.,.­I.:w��Ij,-I:I 1-I LIIL­.­:�.­1�.LI.I�I1L.'I..J� 1III L IL I,1,III..�.­'=4_-�'.L I 1 1fr::,.'­:��,-I1­'I�­�'1''I:,­.�:.,�',IL1A1IIII1I,L�L_.I1L:.1:.I,r IIII.­­'1�L1"�I 1.I'I:II.I.ILI 1­LA�I1­:.r':.I_-I1:­L.IE1...,,.I..I.ILZ1I%='.I�I"�I 1:'I l.ILI,1:L ILL L1L.'II.W,'.I'.I.'IIL,�..�Z,-..L.I.P.ILLI rI-..I aI��I1'.L I,-....IL'.1II.IL 1-114 L'I II ­fI :11I0-wff J L NII /- ' �NEIR=6.45 •:.o AIICII 7.94 I I „� •: 4 8.Z3 INV.=4.05 ( -6 i PROPOSED CONCRETE 1=7.11II.�1r1­,IIIL..:r.:.I.:l:1�:11I:.L1IIIL\wr.II.­-,,II'LII1.e%�I11I1..:­'.1...II..1­,:L1iL.F:IM1.­­1.r. IIIIII� MINI,I I .IIS; G _._.... nI- I. Fl-I+ -1 �/q9a70. 004 U I H" 8.48 I INY: .72 '� 0 00 0 0 0 0 0 0 0 0 0 0 +3 x O O O O O O O O O O O O D O ` 4Y OOOOoo°00000O0000OOOOooOOOo o°000°o°o°o°000°o°o°o°o°o°o ., » / 1` o0000000a00000a00000000000a DETECTABLE WARNING . * H O 00000000p0�0�0�0°OpOD,000 4 ' 4V• 1.3 :. INV: 1.67 .92 / `' MEG . B.OQ ,� 7.52 ±7.00 PERVIOUS CONCRETE Z.$.L STUB OUT STUB OUT STUB OUT INY' .82 : ., .. .. 3 CURB ANBITION INV: 2.07 INV: 1.72 &O 7.31 .. INV: 2.33 INV: 2.02 .4 8.O7 7.89 8. 5 . STUB OUT 8.40 8.20 .. , . 4. 8.35 8•'� INV: 2.20 8.48 $ 92 8 TYPE C INLET 8.48 � 7.94 (N) INV.-1.15 HE#'E # 0•S!� TO 91.43 INV: 1.77 �,, », 7.86 8.26 N�•�Ir, 8.31 (E) INY.-1.15 DA-0.01 7.61 .�: , .._'.- B 7.82 (S) II Id1 t 5 .. (W) INV. 1.61 .. NSA•.'�1RV: NONT 7.61 7.81 . . . .. . • 7.86 7.43 . - 8<71 <7 + 7. 99 , 1 , . ,. .I MEG ,.. Z _ '' . . . < NOTES. . .... „ , . .. $. 4 .8.��a , •2 ., 8.35 8 7.7 7.35 . ±7.08 75 . 8.i 5,. : ,. A., ,., •3A a . ,- ,� . 7.52 $ 1. STANDARD COLOR FOR COAB DETECTABLE WARNING SURFACE SHALL BE YELLOW. ANY .. .� '�,� 7.72 ,...... .. :... ; 7. , TYPE OF ADHESIVE OR GLUE DOWN MATS STAMPED CONCRETE OR ANY VARIATION ;. +7 ,, E I . OTH R 7 E THAN WHAT IS SPECIFIED ABOVE WILL NOT BE ACCEPTED BY CITY OF b ATLANTIC BEACH. COAB WILL CONSIDER ALTERNATIVES THAT ARE EQUAL TO THE .- . $. , ,# 7.80 7 •, 5 $, $' �: PRODUCTS SPECIFIED ABOVE. COUNTY ENGINEER AND THE CHIEF ENGINEER FOR '*�. :. C_ $ ., __.. DEVELOPMENT SERVICES WILL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE 1 AI ft3l LILA A `� . 4 AIw ; ° 788 "�• . .. 4 7.3 5 PRODUCT ACCEPTABILITY. , . .4 �' 7.7,9' 7.7 8<29 , WB - - - - 7 -.'_ 780. ` lt .7.98 4 ' . ' 8.07 4 .: » 73 �- 8.23= ." ._ - 7ti� 2. ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6 WIDE i - 4 +-�-•� . THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE .6fiI ,6`I . I 4� .Q4 �. E 4 ,. - -7.& .� 7.5t I 7, Q PAINTED. 2 7.85- - - .._ :._, �. w �.-. -...�.». ........_ A .... ... 86r LI� 1 , Lam'-- - , _ -*- __T - ,.-.,. •�=I . =.� ..:....... �-~,--,7 - ---- •--7- -- ._., b._ HOPEf ,0. ( ISTING) 4 -' � ` 3. FEMA FIRM PANE!_ 12031C0409H, FLOOD ZONE X DATE ; JUNE 30. 2016 4 4 fisc . . , - 4 'i r 4 •. 4 .. . .� 1 . T %$so$-6f 61 . 0 .4 ,-.� _ - - _«- � _� - ,_ _ - -._a - - --.- - - - -- - - - 1 -r`-� 4. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT X . ; 114001.0E �." r"�. ` - - --� -- 592 hRO•IECiT a' - .- -- - - -- 4 4 ASPHALT. ., . `� ! ' w , A - - ., I � . 1 14. . 4 4' , A , ; , (EXISTING) �'-- ---" --`j4 .. �� �' �' �I 5. FOR GENERAL NOTES AND AS-BUILT REQUIREMENTS SEE SHEET Ct.O. BY ; JBD . s i .84 r. 44 ' 4.Q8" 1 8.21? .4' . s.32 " x:56 •�• '�' pap 4" e�°a I aIhl TAA a7.,7 "7:75 7 .o. � . : , DPT i A -0. 16 .. 4 q N"It 1�1 1 ANIS Aid 6. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT. DRAWN BY . � . 1 I� I .,® I& .NIS I� II�, III I111 ILII IIIA m�;IIID I I� IIID ®f 1®.I I. 1� SII IIIIII x i I 111N NIN 4 N I: a 4 ` p .o•. as - , a . � 4 , 0 -q 4 ' - 4." ►` ._ - 7. COAB APPROVAL OF THESE PLANS DO NOT INCLUDE APPROVAL FOR AS NOTED � - J A. .4 778' `�`� 4 4 : ' 4 '�. `' �6 PRIVATE UNDERGROUND WATER MAIN, HYDRANTS AND FIRE SPRINKLER • Q S.U� _-- -- +� 4 4 $ ® 4 o �s MAINS. r Ita3�3 .; s"# 4 ^�r�N�OUI - - - - 21 LF'12 4. . .. _+„ N0. Dlste RavlelOn 4 _ �� L _ - - �- �- -�' HDPE,0 .SX: V C_ __-- 4 - 4 'a 8. SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. Nj INV:-2.8Q . " 4 . 5 1 10-12-15 CITY OF ATLANTIC BEACH +1.IL-I.L I1.:,4L_I.0?4_11-LI,-L1 I S7 I.II_..�1_4.I II'I ILfl.I1...4�W..I--.­_:.,.I'.L,I%II:I i_',I I,-.t_I.:L-.,Z.I�I.IILI.-I'*1E/:._I 1�i I[I t ,=0I 1,II.'r 1.r I I'I.1.I:II.1,41.61.1I,I:1IL1I L,1I.r,...I�1.I1.I0 r�I L I1L�. .lL 1rrrI11,.�I1",..R6L 1.uJ�.­I­­II1..,�_-LL,1IA-'L­1..%:1L1I.I.I:..,i S�..r1.I I�..I..'LI..I.LII.r.S�-'II.I--I1II II-.I-LL.�—r Ir.:IL.1I- .-.�'IL�I.­11'I"LL I 1a0,LI1�11.rr.IIIIL.Lr.1.L1_L�LI r1I..I.1�II I,I'I'�IIL I:A'_.I ''L1.a 1.I'III,111.1r'Ir II.:L I1rIr.:1I,I%I..11''1II,,.-L%L�,:.:L.II1.',.. L-"II I L­I..I.­21LLLI,_1.I­1I...r,I.I.ILL I:�I 1'IIII I.L 1 I�1­­'..4IIL LI1'. LIi 84Q ISI All . 9 A ANGA LL RADII ARE 5 UNLE S 0TH RW T N I1r:r I1.I.:L1w:I-:.'III .LIL1 1-' S E ISE NO ED 0 THESE PLANS. S 1 1 EXISTING 2 2 23 5 OA F OT JRW ( ) C B D S MD TYPE C FILET I CLEANOUT' 5 43 LF 12 �. td 8.Q8 _ < 2 2 9" LI: aUT , LEAN I T P___7. co , . 0 5S _ 3 02 0 i6 COA INV.: 3.46: 0. A 5 B 1 LL DIMENSIONS ARE TAKN FORM RM FACE OF CURB UNLESS OTHERWIS 1< E E HDPE 0.5X , MQpE 0 ! SX INV. 6i5 IS 2 0A ,� o y NOTED - - . � 13. 1 cV ..,.. N INY•1.SH 4 02 17 6 FDOT -' __ 1 n I:IIL'r.'rII�1: ,.LI,.I�'.�1..,_­I L'IL IL 11IL spa - , 06 30 1 fi F OT 8. 0 ! . 1 .58 5 D _NV 11. SEE NDCAN 2 _ LA SC PE PLA S FOR LANDSCAP AND P NTI AIS. 1t _ E LA NG DET LS 1 _ _ I __ < wF� - N L� 6 10 2 16 C A lLDING P MIT �. < < 6 OBBU ER 8 .31 7 y 12. ALL NORTHING AND FASTING COORDINATES BASED OFF STATE PLANE 7.77: 3.41 I�rG± U 8.22 _ . 7 COORDINATES FROM CLARY AND ASSOCIATES. I� .1 8.02 7.57 7.84 ICK FAIL A D LAY LEVATI ! DI K � 7'8`7 ---� 13. PLANS ARE NAVD 88. 7.861 -' t-AhtAI SII - ±$.52� �� .�. >. �� >,. 0' F -- $F - $ SF w 14. SIDEWALK SLOPES SHALL NOT BE GREATER THAN 2X CROSS AND 5% -0 8.32 I _ $F � $F �- $F $F . $F �_ $ �..__ SE . , 7 . 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' ° " i'1 ° .....+ .. ° e . .. a. o .�3. U 4 � � f ­ �� �M � _H6., µ:,w w �%CI-�:� _M� - ,x,24 O -.3 "� €� �� ���'� �� � .Q, ON 8.48 - L. ILrL.I N-1..:,1 I.I 11.I1�=I T.I.IL w­1?X.1-1wII.I-1-L�L=.I.IT-,­-I _1III_I24 L'' I I-I 0HU"A 12- �Ow. .I �&N&513UI—-wF­&-F9_E918,&3=a,994-,C"-1r 6*-2-_-_ r_---�.-0--__;Q_p_4_r&_-99 8K�.M_3___�9:FSKba0Nd 8&t.L­,I8m70­S95­7 3 0§7a7�..9 C4C.A�;:I I1I1-II8.:3U5&0-IIIEN I0,fP II-%10�0 7E-%_0,jPA0-0- Ji :,w 8.31 � .p oI o TYPE C INLET :JB . o f; MEG± � ;11 .I < _ �: .° MEG j!� 4 7.94 FTOP= 7.30 8.32 MEG± 7.84 I1 . MEG ±7.67 MEG � Iii =�, � DA- 0.19 AC 6 1 THS DRAWNQ NOT FAS® FOR ±7.82 ±7.50 (N) INV: 2.60 1 Z < , 5 844 (E) INV: 2.60 A HALT UM ESS SO NOTED w ABOVE ASPHALT � 1 �..�� � EIS 3 . 3 . 7 ASALF SHEET TITLE % .77 " . _ 4f� PAVING GRADING.� IIT -3.72 Q II , 1, ' w �-. �` A�` t C t I �A� GRASS I L (105$ IW) AND DRAINAGE PLA - -N 0 J1 �Z :�� : � `t Q ��jAjfIflNfnn#rk c� � I A�i I INV �I-,3,54 o ' „0 STATE OF * o � •• k J. � i No. . .. ' •� E •I• - - DA 1111111 ll+I�+� L - X X X �_. X �.M.. I�} �� � „,i I i, l ��l�� x • " • � �� � .gs Community-Management-Energy-Relationships 6.85 � "� � � . � �. � � �� � � �- 13901 Sutton Park Dnve South, Suite 200 � •� � � � � 20 4 15 20 Jacksonville, Florida 32224-0229 - � . � Office 904.739.3655 � � � I Fax 904.730.3413 " � � x (- www.prosserinc.com " , � � � i � .. . � - � ..�-- .� ; � � Florida Certificate of Authorization � � � ( � Number: 00004050_ � � �� � � . • � � � • " � •� � • �� LEGEND . � �. . . - - - - - - - - EASEMENT --- --- RIGHT-OF-WAY �. ,� R �. .. °°o°°°000°o°°000°°000°000Oo°o°oo°°Ooo°o° o°o°0000000000°000000000°0000°v000a '�. °o°o°o°e°°o°o°O°o°o°Oo°ooOo°o°O°o°o°O°o°o°°000 °e°o°o°000°o°e°eoo°eoo°000°o°ooOo°o � � .� °t°eoe°o°o°aoo°g°jog°oo;°o°;°o°°°° PROPOSED ASPHALT . � 000es0oaop00000000aa000aooea°oaaooe I � ..�v � � � � � - °. �. .. " ' " "�" �� PROPOSED CONCRETE •: •, v. :� F � . � . �- � . .: .. . �:. . .. . F _ X . . °°°°°°°°°°°�°°°°°°°°°°°°°°° AUTOMOBILE. SERVICE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � � ,,�..1 aaaoaoaoaoapaoaoaoaoaQaoaoa DETECTABLE WARNING O O O O O O O O O p 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000°000°000°o°o°o°o°o°o°o°o aaaaaaaaaaaaa STATION 1N/ MINOR. � � � PERVIOUS CONCRETE . � � AUTOMOTIVE - - �� � � �" � SERVICE . . - �1 �� � � � � �. � . • - � � � • � � � 6.95 • � � 8 - - •g •. .. � 7 2 .�. � -< ,; _ ,. �. • ... . .�8: .• ... 24 � . � A5�.. . . , .. � �� ,a . - .. .. 8. s.20 . . . , ,. �. - , � "� 7.39 : .... 8.04 ., .. , :: .... ... " � ' �.. . . .. , . .. . . . . . . 7.69 �. .., .. .. .. .. :... .. .. - �: �-: �. � .. , . : 7.35 ''� ,. " � � � 8.0 .: ,. :. ` T ,.. .. .,. SOU KiN ItNNT :. � . •... 5 x �-C•0 TR � JOINT .. . ., . .. �' I ■ „ .. ADT _ _ I . .. .. .. . . " . . ..�.. : "� � } TI JOINT .. SOU �+1 x � IN . . . 8 � TRS#,. 4 5 . , , . : .. - ,. . , . . . :.. � . . . . � �.:.X7.'88 • . .. ... •; �. 7.98 � � ,. .. -. . 8.1.8 . . .. >; � 7.88 � � �' �� , . . ,i" ,, �. a ..... • . � , •7 � � I � � �. � I iib s � � � � I � I I � � C � s.10 8.07 �,� ,, .80 �. �� 7.�6- 7.98 � � � �. � � � � � � � " � � � - ___._ � � �5 ' I� ..� .�. �.. .�. � . tt � � � �, � � � .: s.23 'I ( 1 . . - I� 1 I �� � I50UTIt3N JOINTS I ., ., .. � � •.� I' .7.66 � � -{ � � �� `� ,� 8.04 � � �- ��. y � - � X7.8 7.�0 � . I � �" � �. �'. � I � � � 7.85 � � • .� � N , �� °�" � � � � � � � � � � � � � � � � �� � � 7.43 DATE : JUNE 30. 2016 o �. - ...� ... �.._ r.. _.__. �. �.. �.-. �.....: :� .� � � . � �� � �• � ,• � � � . . � � � . � � Pao�ECT No. : � �400 .o� � � � � � � � �, I [ I "�� I I � ( 1 I � I I � �� �� ___ � _ _ __ __ � � � _ I _ � l DPT 3 i �. _ ���. i .,� 7. 5 .�.� �. � [ � �- � � � � - _ _ _ _. _ _ _ _ � , _ � �. � DRAVYN BY . � � � ----- -•r-i-•-- - _ .�. 1 � ��� SCALE . cL I I I I I l I `� � � � � � � f � � � � �, � � .�.. ._..... ._._.� �........ ._.._. _.....��.�.___... _.___. ........ ._._. ..._... _._._. � � , � . � _ I �... ...� __._ .�. ..�. :�.. ,.- _.. ____ ..�.�. _._. ..�. ...�.�. AS NOTE D C I ----- ----- -- .--� ._.._ ._.._. .._.. _" � .,.._. ._._.�_._ � � �� .� :� � ._._w. �' 1 � .�� I 8.5(x' 8 46 `_ _�_�_ _�J �� � � ; ��_. .�. .--�_ -� ( ._ I.�- �.. � I _ I � .� � � � $,"4 � 8.16 � - 8.26 8.2s ," � . �� �,. � � s.3s . s.40 � � I � Na Dats Revlelon o � .� 7.7.8 � 780 � 7.90� 7.92 �� 8.02 8.04 � � � � � ��-- _ _ 1 10 12 15 CITY OF ATLANTIC BEACH v � � _...' `_` .I ...-.. ._._ ._.. � �8 � �' �r � • • � � � • • � � � . � �� •C1� � � � � � � � � 8.62 . � � � 1 2 12-23-15 COAG/ FDOT/ SJRWMD �8 � � •O• � • � �. � � � 8.52 � � " . �.� a i � i � � � � � � �" � � � � '8.04 �� �' � .� �� � .8.16 � ( � � � . 8.26 `� � I �, � � � � -8.4Q� � - - - .-.. .Y._. ...._,_. ._.._. .._.-.. ......... .�. ._._. �,-,-..---..�...._. ..� ._._.. _..�.... ._..�. ._.. .._.i �.. ..._� _..�. .._._ ._.._.�...... 3 02-05-1 fi COAB � �r r-i � r� �t �,,� � � �� � � 7.92 � - -� ._.._. ._..., .� , �.....- ....... ._.. .._..... ...,�.. ..�... ._._�....� � �._. �...:...�......�._. ._.._. ._._...�._�..�.. � ._._. �-.-.. �"" _.,_.` .__.' `.�_'"..�...' �' :_" _"��....`,._...', .�._. ...,�..' ._.._.`..�.� �' --� _.....+. .._... ._.. ._._. ......�.._... ...(�... ..�.--..) �--- -�}- '.� �' � �' � � . � � I. � �:r'� 4 2-17-16 FDOT I � ' � � � � � a. � � � ( � 8.02 • • .04 8.1� .p. 8.16 � 8.26 .p• 8.28 " 8.38 .p• , �.. �850 .p. 8 46 �. 5 Ofi-30-1 fi FDOT � - � � 7.90 7:92 0 � 1 .. I � I � � �L � � I � �. 7.70 -o ! �._... _.,_. ..�,.i _..._.-� ._._. ...._. ...._. ._..�._.... ._.._ � 7.78 •p• 7.8� � � � � � .� �•O � � � � � � � . � � J� � � � T � .�s T �. � � � �. � � � � fi 10-26-1 fi COAB BUILDING PERMIT � . � � - � __ .-- o o : : 0 8.08 :CAN f}PY .. T ON J _I L__ _NT I I ' . Ste► T Jt}_ .SOia� iQN NTS x .., ITS R. � �.. O ,.j. :.::.. :. I�,5. ,5. C NTRQ JO v �� �� F THS DRAWNC� NaTT OR :. _ '._ :: 1 .. 3 E} ){ 3 F f tE -. - 3 ,: : ,.:: ..�Ylil { ... � �.. S -..... : e_Y 1 { -•I4 <� :.: ': :: ... ..... ...: ......AAI• ... .. Z : h :: :. ..... :: � ABO 41AI•A' .:.. .:... ..... '.:. W .; :.. l.�.l�ll :. ......... ': ....... :. 3 fF a �2 (�/ -: �� 75 I e .aa � _ SIfET TrrLE U 17,E 7.50 ': D V Q ..: _' U PAVING GRAQING v _.�.µ.�..�,�.....�.�,.._.,�,.�... 8.27 �� ' w NDITI N 2 .e . �..�. .�. � D�� , �, m 7'77 7.41 8' 1 � �� � � tl�Ect AND DRAINAGE PLAN �-- . E���� ���� �.µ�, µ � � � 8.36 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ���`� .� � i .� ..�, � . . z ., . . . . . . . a, .. a _ � _____ -�- --- ----- SF --- SF - SF --- SF --- --- F - SF - S SF - SF --- SF ---- SF --- SF --- F --• SF --- SF -- SF SF --- SF SF SF S SF SF � �� Q .,,....,, � ,, _ a .. �� * � ¢ s°e°°•o°° Q 4 mow. .���:.. ..�_. �... �... ��.. ��� �.���.��...�.�� �...�.�.� _...�. . � o sz�� �C4.1 � � ����, ��d���,....,,�,�..,.�,.,....�,. .���� �,��,�� � �� - � = ��_.�.�._..�.�...�.��.�.�.��...�..... ��~ � � e Y • r- ,,.. iLt---�- .,,..,...w.,a, ,N.�,.... �,.,...,...,, � � � �' o .�... � ,.,o '. STATE (� .' r d- .� r � �� � �£ � ,�`• �3, H E E T ,� � �, DATE: �-- �� �� . � �` , TM Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 20 0 15 20 Jacksonville, Florida 32224-0229 Office 904.739.3655 N`,i ��.::: ,;:; Fax 904.730.3413 ;r www.prosserinc.com Florida Certificate of Authorization Number: 00004050 _ Y r NV,_!.1' '' ? I., y� ... ma K NAI Falb n ARY t 7EVAg K.N 0:.-3� � r` Iii �,C:C`>I L.,'t s..�..:. , SLf.'SY,�§ ;N C x{..:r.„Y f t f , _.__._._____.___._..___.__ f .__ __._.____.�____.. ___ _ APPR ATE iOCAT{O ` -OF - -__ _. _ ____. _.9 _ _,�, t �; SANITARY SEWER SERVICE. " �J f 3 r� LEGEND CONTR CTOR TO FIELD VERIFY. i CQNNECT TO EXISTING = ' INV: 2 75 MOHOLE r: 27 WATER SERVICE i f � -- -- EASEMENT . (N) INV: 2.83 ::NV N w 2" G� E VALVE RIGHT-OF- ____-_............._............. —__ ___.-_a..i.,.........__ _.......... _ ��.._ .. .,_................ _... _. _...�. , _. f} � ' , 1 > : . 0 WAY(E) CNV: 3.98 RM 6: f NY $ s x ; �w ... ----(W INV: 4.1 ; : x,rGATE 33 LF 8» ................ ................._.__._. _ ....._...,................. ...................................... _ , __...___._.__.___............................................................._ � e ................. 0nnn0nn0 0 a0o un 0o o.. o0 o O n0o 0 0 0 0C0pv; ..........___._._ _M..........3.. > ............. __ _ __ ............ _ _._._._. . ........- """' _._,..__ w-__ ................... _._._._................._____._....... DETECTABLE WAR NTN G PVC 0 O'59o no ................ _............. ............. ----. _....,_,..... ........___T.........._ CLEANOUT OSED SIDEWALK ?; r' w. NV: 4.48 « 15 LF 8" _... ..�... ..._. ._._.. .._. .... M CLEANOUT f PVC 0.W CLEANOUT - r �. _. _,. ...... _�, _ _�_ SERVICE NV. 4.32 _.. _ �s AUTOMOBILE r INVi- :ea-- _ .. S S �...w J S { _ ,5..,. rii,, _._., ..�,� �� .:3 } -.... .._... .. PROPOSED ASPHA ' IIID�,.. i.. f ., .. I.fx ".-_...._.....................I.F:,:ll..,__.. w.CSwC^rta ........ �. ....rAy.... „.� � ... ..,...,.._ ................. ..At ....... .. .-. I SAN BOT= 3.93 STATION W/ MINOR STRM TOP= 2.93 x x x x x x x x x x x — x x 1 I 1" 90' BEND r" « ... SAN BOT= 4.38 µ �- AUTOMOTIVE ... .� ► M STRM TOP= 3.38 t — {a , F I LLJ SERVICE <; 1' P 100 GPM,J 27 LF 8" 27 LF 8" — — — — — — — — — I I NOTES: MIN 200 LB CAPACITY PVC 0 0.5% PVC O 0.516 x I — ' — — — — — — -i � ij (SEE MEP PLANS) ( 1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY x I — — ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SANITARY SE ER STUB c i I (SEE ARCHITECTUR L PLANS „�I x I — ' — ' — — — — — — — -- --� 2. ALL NEW WATER AND SEWER TAPS TO BE PERFORMED BY UTILITY CONTRACTOR 0 LICENSED FOR CONT NUATION ' ' R ED MASTER PLUMBER AND MUST BE SCHEDULED I I x S - 90 BEND 2 NV: 4.23 48 HOURS IN ADVANCE THROUGH COAG INSPECTOR. SANITARY SEWER STUB S.F.P.W. (SEE ARCHITECTURAL PLANS 3. ALL POTABLE WATER PIPE 3 IN DIAMETER OR LESS SHALL BE N. PA AK N; AREA �` 1 HOSE BIB 2 POTABLE MATER STUB j -t-I FOR CONTINUATION) vA - '' ,I RATED. _. (SEE RCF#ITECTURAI, PLANS INV: 4.68 � — j 1" TEE FOR C#NTINUATIt3N �. �— x x x x x x x x — 4. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY 1"X 4" REDUCER ENGINEER IF LOCATIONS DIFFER FROM PLANS. 5. CONTRACTOR SHALL INSTALL PER CITY OF ATLANTIC BEACH LATEST APPROVED MATERIALS. LL. : .......... 45 B£NA r 4• ">S G 3 • i } t a c*' /-�y , t A�`d i.V / ,.`i[JfR �..Cr.,i 1.11?*:H q� ' BEND, ,•' » T 1100 {SEND TES SEE = .� — ' " 14 � : -- - ----- -----'-- _ i d DATE JUNE 30, 2016 3 -" DESK94M BY ...................._..,.........,..___.._.._..._._..�.._..... 94. BEND.904BEN©E� s J BD 4g ............ ................ 3' ' o II o . ` EXISTING RESTAURANT•o• 3` �3. DRAWN BY DPT r 1 STORY STUCCO AND WOOD FRAME 4 •o• 0 44 FFE=8.40 \ �.. . •0• •p. �o•. .. Y AS NOTED I o. .o. .o. = c I — — SCALE . CIL -- - n ! Ln NO. Date Revlsdottt -- -== w h a 1 10 12 15 CITY OF ATLANTIC BEACH _ 2 12 23 5 r, WMD r- 3 02 05 16 COAB 0 cih - — 1 6 16 FDO N C OVERED C 0 NC - BUILDING PERMIT 6 10 26-16 C OA B U 't> AN s f[:s_3�:'�� P., *.A �.;h4 !ii 3E '•, SF SF ..` SF SF SF SF SF S,F W ... $ w S `f. _........................-_'-'_ r,. " >, SF SF S F �� .� ,., �> ._ �._�.._...._.__._......, °•: ......_ o r=.� d ,.,,, a x,. �� » » END ............. w Y.M �...;_. a o d �at 2 90 B , .. ....... _ ............... .........�.__,..___,�_.... :;.. •_ .. :� o � d !� STOP AN 2 SCH.�' PVC •- � --' � 2 CURB D .........!g x M o , �� � •..l v f p rx h w •' [, l(' ..u.,......................._,..,,._„_._..".,, t E" sd' /` O F., C O O s,� ,", ..._....,..... .. ,...;. t ............... .,/ . ........ ':S.i.£,.... i,€.?:E,i ..,.,., ,. ..,, _., �„3>..: t",,. , ;; o d �<., .s.. ,t>I a /.l d c .. / ,.• ..............._____ _.. .-,....... :<€s.;............,__._,_- ?:K€.s €.£:<.3_,.. ;c o _.... ._._.__._................ _____........ ........... _, 131 .;s• _ .: ._._._._. LY�L f :...._r. � ................. , ___.................. .^ IRRIGATION METER 2 POTABLE WATER METER ......... _ wM 2 ............_ _..�..._�................................... ;;f ct� r` PROPOSED UTILITY POLE 141' T. :N ::::,:,21 o f 2” RPZ BFP THIS DRAWWG NOT RELEASED FOR 2" RPZ BFP CONSTRUCTION UNLESS SO NOTED z i- ABOVE w cr R WATER OVER is is �S is ASI -........................................_____...__._.__..______.._._...._...._...__... SHEET TI'T'LE ............. _._._._. STORM MIN 1 r. ..................... .......__ _. ..___.._.._.. _.. _ U :.;.. ..._w. ._...��..�.._._.....w.._.,...__..._.............._.,.__.,..._<..._....._.. .�__......,...__.._...._ .. 2 x 1 TEE __.................... _..__..._.,..._. x / __.^...M._..T...................�._.w.-.._....................._ ._.,.,-............_ _ ...,_ ......................_.__......__.................... 3 _.....................__ __ ........ .,_ ...................,.__.,,..__ .,._............................ f. ..,............................_...__.,_..__._.".,..................... r� ,. k .. ,., ,,....._._....._..........................__......,._..._........................._,_._._....,.__......................,_,_,__.._.......,......................-_._____;. �.._____.,...................____._„_,,,....,,..........................,,,_,":.__._.._.__.................. .................._.:_.__.,.._,.................:,;:.::,/ ;i k• .> . UTILITY PLAN Q _ _,... .... ._,_....._......__..._... ........_.................__.._................._ ................. �� .. WOA YN Tt`N q^ ... .... , 3 _ i X ,.s 1,.31..�+x,i k.S (�;'i C i � .....:........... _,. i_.; ._.................:._,..,,..,..__,..,...,........ -. - ......... ... ....... - ._....... ....... U _,..._,..,_,...,.... _ __ _ ..... _..v.. ....... ...... ,... ..._....,.,,.... i _ ................................__..._.,,......_..._.._......................................_..-.,...,.....,,.,.,,,,,_....._,......................„.......... I Q "�> 2” STUB (SEE LANQSCAPE Q PLANS FOR CONTINUATION) Of �- OR Li •.�v y�� GENS .,'9 5,0 o _ o.6 76 i = i o i 0 �iwIS� E.E. J; PROSSER DAAl A L � •'� .� S H E E T j WATER MAIN CONNECTION DETAIL o_ /INISHED GRADE 6" JOINT SEALER* 5 TRANSITION TM aw a• CURB NOTE: 18w cuTTER Community-Management-Energy-Relationships PROSSER BEDDING EXCAVATION SHALL ACCOMODATE PAVEMENT 13901 Sutton Park Drive South Suite 200 BELL SUCH THAT FULL LENGTH OF PIPE d c 4 12" PUN ORAS$ IS SUPPORTED. warn o * APPLY TOP OF CURB Jacksonville, Florida 32224-0229 v CAREFULLY PL JOINT SEALER 60 DAYS S! �SMON ! o COMPACTED CAREFULLY AFTER ASPHALT HAS BEEN PLACED 6- Office 904.739.3655 Bc+18"MAX. BACKFILL Bc+18"MAX. COMPACTED J12;1 Bc+12"MIN. Bc+12 MIN. BACKFILL CONC. CURB TYPE "D" HEADER CURB Fax 904.730.3413 6' ON LY ON LYTOP OF PAYEMIENT SLOPE SHEETING BC BC OR GUTTER PROFILE SHEETING JOINT SEALER www.prosserinc.com ANNN N N Florida Certificate of Authorization e, /� r' , 50 w 50 w R3—sl R3-5R CURB TRANSITION � MAX ••° //` ` Number: 00004050 SL oOooa000 - - ---I-- d ooea J 4' °O°OOO°• 1/2" w 1/2.R 1" R °o• r•••' 1/4 BC o°e°°a°o° •• •, o e e o " �i� � 4 MIN Case X. IQ) �V �4� tY f 12" NOT. � � 1/2'R I w 1/2" :00 �E/ COMPACTED GRANULAR -BG SHAPED BOTTOM 6 3 sw 7" 7 3/e 7" 1" Crown eve ABLE wARMHO SURFACE SUITABLE MATERIAL _j_I I o d Mix ° � � 1 I � BUBOINO UNDISTURBED SOIL z' { { - - - - - - cooE (TRIIIAMm Dom - ��� HALF SECTION HALF SECTION HALF SECTION HALF SECTION FDOT DROP URB CITY STANDARD MEDIAN CURB ENTER Limerock Bose C3 � � � SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH 43 Q C3 ,� a a 0 (SEE FDOT IND X 300) (LOW SIDE) (HIGH SIDE) GATE S 0 6, wrAM TYPE 11 TYPE 1 1NOFOR a�Re Ara aX18 � mom 0.125" =nmaim J0 a ran 1a mm coNTRACTION mm AOmma r0 coNC m PAvm swL " / \/ — 1Z" 1Y MATCH THE PAVDrErR JWM . NOT DccE W 12'. aarsr EVAILSION JOWS SHALL BE LOCATED A OF EYE Y 30 FEET AND AT R5-1 RI-1 fi Limerock Min.n. \ •. •. \ 98% Comp. AASHTO T 180 CROSWNX COMPACTED,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL THE P.T. Aro P.C. of Au 2. L:C*=1E FDR CUM CM t W11ER SHALL USA•E A MBH. 3,000 PSI WITH SYTNEM FRIERS PROV111= A RESIDUAL F1 MCURA• STRENGTH OF 152 Temporary Type ( Repair p a i r C L A S S "B" PSI WHEN TESTED UID STMT c101a-97, SUCH AS STM S%0 APPLIED AT A RATE OF 4.5 LB/C10 OR APPROVED EQUI EI.M. AUTOMOBILE SERVI HANDICAPRAMP DETAIL L � SLS SHALL MA A° PAVMU SIS IN R.Q.W. BEDDING DETAIL CURB & GUTTER DETAIL PROPOSED SIGNAGE. 1" Crown STATION W/ MINOR Cold Mix AUTOMOTIVE saEWALK O O Q 6!! a 0 a Ir THICKENED AGAINST ASPHALT " Limerock Base Q'ZIo a a SERVICE SEE DETAIL 1.5 ASPHALTIC CONCRETE TYPE SP-9.5 3" ASPHALTIC CONCRETE TYPE SP-12.5 Q Q a 0 0 • 4CONCRETE (SEE SHEET C4�1 ABU1T ASPH 11C (2 LIFTS OF 0.75") �\ \\,\\\, /,N \-O\ FOR JOINT SPACING). CONCRETE \� \/� • 98% Comp. AASHTO T-180 TACTU WARI�iO SURFACE PER CH. 11 Q ° \ •• .' � 1p EL�oaDA BLD0. CODE (TYP.) a RAMP CURB Ai001lEOATE-RNER Roac f_ R •i' _ _ Tem orar T e II Re Ir y. N y4 WIDTH AND DEPTH of RAMP p y p p .if• y .Y .t i• '�Y• i• t RAMP CURB °0:0:00 °°°°•° •°° Ditch Width(W) +4' Min. "°°°" °° 6" COMPACTED CRUSH RETE OR LIMEROCK 8" COMPACTED CRUSHCR TE OR LIMEROCK 00000°° 000000000000000000000 °°°°°fit °°°°°°°°°•°°°°°°°°°•° �• Surface Replacement aa °•°•°•• °•°•°•°°°•°°°•°•°°°°° BASE MIN LBR 100 100% ENSITY BASE MIN LBR 100 100% DENSITY, Consistent W/Exist. T C000OOOp0 YoOQOOp000p°0.0°Q°oOp ! MAX.• ) , MAX.• °o°°Oo°o°°o °°o•°o°°o°'o°°°°°o°°o°°o°o'Oo°o° e,voe,°°°° a°e••°O°°°e°e°e°°°e°e°e° AASHTO T-180 °•°°° OQOOOOOOe•°• AASHTO T-180To 1/4" 4" CRUSHED CONCRETE, MIN LBR 100, 100X Smooth Saw Cut MAX DENSITY PER AASHTO T-180 12" CONSTRUCTED SUB-BASE 12" CONSTRUCTED SUB-BASE 6 1 1/4" Min. MIN. LBR 40, MAX. PLASTIC MIN. LBR 40, MAX. PLASTIC ur ace 12" STABAUZED SUBGRADE MIN LBR 40, MAX PLASTIC INDEX 6, INDEX OF 6, COMPACTED TO INDEX OF 6, COMPACTED TO a IDR & REMOVE pip CURB � mom COMPACTED TO A DENSITY OF AT LEAST 100X MAX. DENSITY PER 98% MAX. DENSITY - AASHTO T-180. 98% MAX. DENSITY - AASHTO T-180. Limerock Base t'� p T t GUTTER "ro AASHTO T-180 C3 N Limerock Replacement Base HANDICAP RAMP DETAIL LBR 75, 100% Max. Density 1.5' ON SITE CONCRETE PAVEMENT SECTIONONSITE/ CITY ROW ASPHALT PAVEMENT FDOT ROW A80ortiALT PAVEMENT AASHTO T-180 Ditch (W) Compacted Backfill 98% / 6" PERVIOUS CONCRETE Max. Density AASHTO T-180 \\�� 4" � Piy�D WHITE 1.5" NO. 8 AGGREGATE (WASHED) „ LITE OR CURBING 3 � 12 Min, / �12 Min. 0 o Varies � W Permanent Repair ,.. ' �' •' Note: In Some Cases Portland Cement Concrete May Be Considered B 09 Or Required By City Engineer For. Surface Replacement. JUNE 30, 2016 ' DATE Ea 6" TV. NO. STANDARD PAVING REPAIR DETAIL 144 °' � .0 10" GRADED CRUSHED AGGREGATE PERVIOUS JBD SLOT OPENINGS SHALL BASE COURSE (WASHED) BY ! NOT BE IN WALLS BRICK co 2,x2"x1/2" WITH GRATE SEAT NON SIDES WOVEN OF BASEDTEXTILE COURSE ON BOTTOM AND p�yyH By ; DPT 4'-1" 3'-1" �y 4 6" STABILIZED SUBGRADE (95% MODIFIED $C�►L,E ; AS NOTED PROCTOR MAX DENSITY, MINIMUM LBR 40) �" COVER 2- #8 @ 6" 0.C. 4" WIDE PABtTED WHITE LINE Nm Dab Pa%* on N NOTE: CONC. DESIGN DETECTABLE WARNING � STRENGTH / J J NOTE: GENERAi 4r 6" WHITE PAINTED LINE SURFACE IN 1 0-12-15 CITY OF ATLANTIC BEACH 0 4000 P.S.I. - - L"O USM WHTTE TRAFFIC F''ERVIOl1S CONCRETE SECTON DIAGONALS O 60' ACCORDANCE WITH A.D.A. Q Q 2 2-23-15 COAB/ FDOT SJRWMD 6" v U EQUALLY SPACED 6' S' 6' (SEE )BLDG. 3 2-05-16 COAB w w 4 2-17-16 FDOT - - � �• '� � TYPICAL PARKINGPA E LAYOUT.9 �9MOUNTING HEIGHT 5 6-30-16 FDOT EYE BOLTSmo6R1 eZs Ow 6" o C w (SEE PLATE HC SIGN No. FTP 26 6 0-26-16 COAB BUILDING PERMIT w D-210 2 1 4" 3 1/2" a m U o w 1- 12:1 MAX. _ z° /120 MAX. o ) 3 1 2 1 4" � I I 1 I ! I � ae ogogSg e°e� •-••.-- / / ALL EXPOSED CORNERS I HC SIGN NO. FTP2 ° °e °•° r �— r- �— 000°O°O• OQe00 Z 2= AND EDGES TO BE -' MAX.7) -7) FINISHED GRAM CROSS SLOPE TYPICAL AT o°•a e o O 0 O O O O Q CHAMFERED 3/4 0 FONSM Tipp PARKING ACCESSIBLE 1 s" W PLAN I 0 0 0 0 0 0 6 WIDTH UNLESS OTHF.RwISE NOTED _.. �} ! I I I I ( OF MMVM C PARKING D OF SIDEWALK DISABLED 0 2"X2"x1/4" ANGLE IRON GRATE U co � CO rn 0 �'�'� � h ONLPERY •- a WHEELSTOP WHERE Z SEAT (SEE PUTS D-209) PRECAST IN ACCORDANCE R a a a a a THIS SIGN TYPICAL AT SHOWN ON PLAN WITH LATEST EDITIONS a ALL VAN ACCESSIBLE 0 OF ASTM C 478 a a a PARKING SPACES """ 12" X 6" WE PAINTED LINES MANHOLE COVER AND FRAME ccEsslB�E o #4 0 12" O.C. B.W. PER CITY OF JAX. STD. NOTES: PENALTY SIGN WITH 6" 6" 1. CONCRETE MOLL BE 3,000 PSI, MAX SLUMP 5" WORDING AS REQ D $2�FINE 12" X 9" GROUT BY STATE OR LOCAL LAW WHITE HANDICAP THS DRAWND NOT �.- FOR VARIES 1. CONTROL JOINTS TO BE AT SPACM EQUAL TO WIDTH OF SIDEWALK. 2"x 2" STEEL TUBE SYMBOL � I�S.FSB � RIOT® W MAX. DEPTH 15' 3. SIDEWALX WIDTH TO BE 6' WHERE ADJACENT TO PARKING/ROADWAY. W/WELDED TOP CAP I I ABOVE GROUT, OR "RAM-NEK" N z 2'-8" BRICK 6' ANCHORED 24" IN II >; JOINTS WHEN REQUIRED z SOLID CONCRETE o 6" WHIT TITLE (� !� !! !! MAX 2%CROSS SLOPE I I �-- / a .. 2" CLEAR GROUT, RAMNEK R II t o "O" RING JOINTS a 4" a a I I SLOPE n' a PIPE MUST WHERE REQ D. a a a 6" NOT BE IN a II TOP OF 6" BLUE GRADING AND _ 1120/F _ v #4 0 12" O.C. e.w. CONST. JOINT �- � PAVCONCRETE EMENT GROUND PAVING _ LE " Q n- w '4 SURFAC . • "�4. VV DRAINAGE 8„ W _ 0 d COMPACTED . I I'` 6" 6" M PIPE MUST NOT BE IN Q CONSTRUCTION JOINT > .' 2» CLEAR LIMEROCK BASE U DETAILS - 6" WHITE PAINTED LINE NOTE: H '711/FT. CONCRETE SHALL BE 3000 PSI ",• t r•• • • N HANDICAP RAMPS SPACES AND SIGNAGE Q : _,: . T : PIPES SHALL BE FLUSH MAX.SLUMP 5" } WHEN ADJACENT To SHALL MEET WITH INSIDE WALL MIN. PIPES SHALL BE FLUSH 3" 5" L STABILIZED .I A STANDARD SPACE A117.1 AND /LLLEC NATIONAL STANDARD <r "�---�- �r BEARING CAP a : , WITH INSIDE WALL. SUBGRADE - LJ NOTE:WHERE SIDEWALK ABUTS BUILDING STATE REQUIREMENTS. ® " 2000 P.S.F. i/�`��//1 61 ���`��r�//r��/`��� SEPARATE WITH A 112"PREMOLDED 1'-6" w #4 O 6 O.C. B.W. � MASTIC STRIP CONTINUOUS ,`, F � MINIMUM BEARING CAPACITY 2000 PSF t`` ....... �Q �. - oo c, ,,. �, 0.�C E NSF'••. � STORM SEWER TYPE J-1 � 0 STORM SEWER TYPE C INLET SIDEWALK SECTION SIGN NO. FTP 26 HANDICAP PARKING AND STRIPING = 576 C6.1 THROUGH J-1-17 MANN LE * . o .0:, STATE OF d- ' P� S H E E T r— r � �iy 1a`` APPROX. 240 LBS. N Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 RAISED LERERS ('Ot1Y OF A� Jacksonville, Florida 32224-0229 U UUU U U- i j TINS ARE/1, Ny 1 3/4 TALL r. FLUSH TOP OF COVER. Office 904.739.3655 N N Fax 904.730.3413 GRATE DETAIL FOR Iw ° 1 I FLUSH wfTN 1W W 7 www.prosserinc.com TYPE 'C' INLET "°"� ..... N ■wwa.wasaa• r /QAC* � A� rrrrfrrafswsaaaaa V�'M7� fstfffafasrffrfrffr ©OVER. UA Florida Certificate of Authorization JUUUL UU J j Uss.rrrrw..saassaasaa■ a.a..r.ra.aaasssrssa as .rwrrr...r.aaa.aarra ... Number: 00004050 .rsrrarsr.raasaa•s■ arw■ " " ■rrw.arra..rwww■ass assays srsrrwsrsar.w..arw aarsasa 2 1/8" 7/8" 1 5/8 1 7/8 E'IglSll. ••::::.:::::: .::::::::::• 35 7/8" " a...awwaa.w ........... 2 7/8 aswaaa.waar.r ■rswrawrwarw •a■.awwa..aw.saaaounsawassmsaaraarsarrsarrrr15 aaaaaawaa.asaaasssaararsrfa.wrr• 2- OOIK EALED PICK HOLES aasaaaawa.awasrswsarr.f rars.wr. rsassrfssraffffaasrssffsaasssa asasawawaaswasaarar.r.■rr.aa■ 1/8" X 1" X 1" ww.aaww.waaaasssarrrrarr.ar■ R a.a..awwwa.swaararsrraw. .r ■rw•■..r.aas..awa raaars a s■ aaarrrf.waa.aa • """""" 1 1/2" BEARING PAD 7/8" " 4' RNAMENTAL FENCE RETAINING WALL 35 1/8 �� FRAME ANO COVER SHALL. (BY OTHERS) BE MI CHM OR 10 TOP=8.00 GROUND AT ALL BEARING B.EVATION SURFACES 90 AS TO SEAT FMLY AND TOB EL 8.00 ROCKING PREVENT 25 YR/ 24 HR STORM EL 6.87 PLAN - .r •'l' NORMAL WATER LEVEL = 4.20 p 5 YRZ4 HR STORM EL 6.77 p MEAN ANNUAL WATER EL 6.62 2'-10' NORMAL WATER EL 4.20 STAINING WALL PAVEME7�tr UNPAVED -C..4 STRUCTURAL ENGINEER TO N 1 (BY OTHERS) 1 1/2" ACCOUNT FOR PIPE INVERT, AUTOMOBILE SERVICE 3 3 :.;j�::;{-� SIZE AND ANGLE. ..,r 7 INV= 1.0 STATION W/ MINOR 0 • 5" HDPE O 0.50% AUTOMOTIVE 2 2 ' • ' •�'• �•�.' • '% '' 1 POND BOTTOM - :. ... , EL -1.8 GROUT := eorroM - -1.8 SERVICE L V-4 JAWt SECTION NOT TO SCALE 5 10 15 20 25 30 35 40 MANHOLE FRAME AND COVER DETAIL SCALE '"=5' CROSS SECTION D-D POND SECTION COA ', SANITARY MANHOLE COVER 15 NOTE: I 1. USE MODIFIED TYPE 'E' OUTLET RETAINING WALL FOR CONTROL STRUCTURE. (BY OTHERS) 4' ORNAMENTAL FENCE 2. PIPE MUST NOT BE IN TOP=8.00 CONSTRUCTION JOINT ASPH kLT _ 3. CONC. DESIGN STRENGTH 10 4,000 P.S.I. RCP 2.77" ORIFICE DRILLED IN CENTER 3" PVC CONCRETE PAD - G W e �r i si `if ti�.w r �'��\..Ya�ri /..t t ♦. S '' c.•_�. ; =:.l•_...� .-• THREADED CAP RCP NORMAL WATER LEVEL = 4.20 N CONCRETE PAD 5 W 3 STRUCTURAL ENGINEER TO PROSSER =� ACCOUNT FOR PIPE INVERT, 1/4" ALUMINUM OIL N SIZE AND ANGLE. r`*��ZA SKIMMER WITH 1/2" INV= 1.0 GALVANIZED ANCHOR NOTE: 0 BOLTS. 18" O.C. 1. USE MODIFIED TYPE 'E' OUTLET FOR ' CONTROL STRUCTURE. 18" HD E 0 0.50% 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT __-- .�' BOTTOM = 1.8 3. CONC. DESIGN STRENGTH 4,000 P.S.I. 1/4- ALUMINUM OIL DATE : JUNE 30, 2016 SKIMMER WITH 1/2 " GALVANIZED ANCHOR -5 ppp �' 11400 1.01 a BOLTS. 18 O.C. + + 0 0 5 10 15 20 25 0 5 40 DES'IG�® BY : J BD '� SCALE 1"=5' PAN L + + DRAWN BY : DPT co 1/4- ALUMINUM OIL o SKIMMER WITH 1/2" PLAN CROSS SECTION C-C CALF ; AS NOT N GALVANIZED ANCHOR TOB EL 8.00 BOLTS. 18" O.C. 1/4- ALUMINUM OIL NcL Diff Ro Mm N SKIMMER WITH 1/2" MODIFIED TYPE "E" STRUCTU GALVANIZED ANCHOR TOB EL 8.00 1 0-12-15 CITY OF ATLANTIC BEACH O TYPE "E" GRAT BOLTS. 18" O.C. O 3 X SCALE 1"=4' 2 2-23-15 COAG/ FDOT/ SJRWMD X V Z///z//Z' Y SCALE 1"=2' 3 2-05-16 COAG OIL SKIMMER/GRATE EL 6.87 MODIFIED TYPE "E" STRUCTU 3 25 YR/24 HR " RETAINING WALL TYPE "E" GRATE 4 2-17-16 FDO I 21.5' 14.3' 2' DROP CURB 5 6-30-16 FDOT _ - (BY OTHERS) OIL SKIMMER GRATE EL 6.8 9 6 0-26-16 COAB BUILDING PERMIT w :I 25 YR/24 HR » RETAINING WALL ±7.85 5' SIDEWA ±7.82 wo • ±7.87 M G (BY OTHERS) 7.55 ±7.80 . 0 28" WEIR EL 6.45 I I 8 ZTRASH • • .•t •`' \w.' •.):..,�•••♦••.l•9' 't♦ •. ♦ t' ••l ♦♦ .� ..,•l..r•\J;' ! i ,..♦••�ti• •S: ;<• . ' .� t..4 <' .1♦�` �•�•'• •�' t• •h• a.-. ��. �. t, •;.�S.w :ti. •,..� _�_�• �.. .1 ♦..;..lr;,' •, r .i '•wtil •\.. •.�. x, •s BARS I I 28" WEIR EL 6.45 I ,t.'.•t. _ , >...._ , ;. ,. ,♦ _. W 6" O.C. , 7 I t-- TRASH - NORMAL WATER EL 4.20 BARS I I 111 I I l III ! 11 Ill III ill l l l l l l III ! I III III Ill III III III I I III III 11 l 1 �_ � I I Z I " - s O.C. 11.1 s MON I I BOTTOM SKIMMER EL 3.2 NORMAL WATER EL 4.20 I O -_ ¢ CONCRETE PAD I - I I BOTTOM SKIMMER EL 3.2 5 NOT FOR j -: I I 12" RCP '!�• I 0 5 10 15 20 25 30 35 40 aNg� UNUM 80 HOTS TO OUTFALL coNCRETE PAD ABOVE I I I 2.77" ORIFICE I 15" RCP CROSS SECTION 13�13 � I TO OUTFALL �'� TTrLE I INV. EL 4.05 I o I I 4 U .: ° : T o Y S� 1._4: GRADING AND _ I • .< ° ; SUMP EL (FILLED W/ I INV. EL 4.03 ' . 21' 5.25' S' SIDEWALK 4.5' SIC'` Q CONCRETE FROM INV. RCP I ° : . �. MEG DRAINAGE m ' _ TO BOTTOM OF STRUCTURE) Al ° .� SUMP EL (FILLED W/ 9 � mm 17.86 t7 76 17.67 U 40 12» O.C. B. I : CONCRETE FROM INV. RCP 7.96 g5 ± a DETAILS ° . _ ) 7.64 _ _ ��_. _ w . ._� �0 t= °� '' TO BOTTOM OF STRUCTURE ZZ MINIMUM BEARING I I 8 �µ I0 CAPACITY 2000 PSF 4 O 12" O.C. RX-] » •♦: •.s ;y:�wl 'ti.\ i •moi• '_.�•� •}••• •'=i' •r•,. .t tt+ �t , Q4 O 6 O.C. B. MINIMUM BEARING ® SECTION CAPACITY 2000 PSF "'' • ``����,rw"" III III III 111 Ill IN 111 III III III III III III NI 111 111 Nl II 1 �OR0 U II III III ! I !II {I{ III III III III II II ! III I ��I � _ � o ......... o , 4 O 6 O.C. B. ED TYPE E CONTROL STRUCTURE SECTION sENS NOT TO SCALE . J i ?6 j w C6w2 WnFiED TYPE TOCONTROL � " o NOT TO SCALE 0 5 10 15 20 25 30 35 40 * OF D •..•�@t S H E E T _ OUTFALL STRUCTURE 2SECTION - A AUTFALL STRUCTURE 1 CROSS TM SSE PRO R Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AUTOMOBILE SERVICE STATION W/ MINOR AUTOMOTIVE SERVICE WATER SERVICE MARKER REQUIRED FOR NEW DEVELOPMENT AREAS (SEE NOTE#4) SET AT FINAL GRADE (NOTE#7) CO-POLYMER METER BOX ti &COVER WITH TOUCH 00 READ (NOTE#1) METER COUPLING(NOTE#4) 12" CURB STOP (MAX) LOCATE WIRE PIG TAIL END (12" LONG) M z CORPORATION STOP REQL IRED ON X2 ALL SERVICES REGARDLESS OF SIZE. METER N (CONNECTED DIRECTLY IN O SADDLE) (NOTE#4) 010010 CONNECTION TO CUSTOMER'S WATER MAIN AND BACKFLOW SET CURB STOP AS PREVENTER(IF APPLICABLE) STRAP SADDLE CLOSE TO WALL SET METER ON UNDISTURBED POSSIBLE (2 MAX)) DOUBLE (SEE NOTE#2) OR COMPACTED SOIL SCH.40 PVC WATER SERVICE LINE DATE : JUNE 30, 2016 V° (100LF MAX., NOTE#3) jWT Na : 114001.01 E A CEPTABLE RANGE FOR co Ey ; JBD WATER METER BOX COVER MUST TPS 0°-45° ` o BE TOUCH READ LID. pF.,�( ,;D DRAWN By : DPT DISTRIBUTION MAIN 8GI1LE ; AS NOTED cn N Noy Da% Roubbn ,or NOTES: 1 0-12-15 CITY OF ATLANTIC BEACH N 1. SEE PLATE W-1 FOR METER LOCATION REQUIREMENTS. 2 P2-23-15 COAB FDOT SJRWM VCOAB O _ 2. SINGLE BAND SADDLES MAYBE UTI iZED ON NEW 1"WATER SERVICES WHICH ARE INSTALLED ON A DRY 10"SIZE OR SMALLER 3 2-05-16 WATER MAIN(NEW WATER MAIN C NSTRUCTION). FOR WET TAPS OR WATER MAINS 12"SIZE AND LARGER,A DOUBLE BAND 4 2-17—i 6 FDOT rn SADDLE IS REQUIRED.BRASS SADDLES MAY BE UTILIZED ON NEW 1 INCH AND SMALLER WATER SERVICES WHICH ARE INSTALLED 5 6-30-16 FDOT 3 -o ON A DRY 10 INCH OR SMALLER PVC WATER MAIN. 6 0-26-16 COAG BUILDING PERMIT t- 3. NO OPEN CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY IS BEING RECONSTRUCTED OR IF DIRECTED Uj Uj OTHERWISE BY J.E.A. CONSTRUCT OLY LINE WITH 24"(MIN.)COVER UNDER ROADWAYS.THE POLY WATER SERVICE LINE SHALL BE SAME SIZE AS THE METER(1"MINIMUM)AND BE INSTALLED PERPENDICULAR TO THE MAIN AND NOT EXCEED 10OLF UNLESS 0 Z APPROVED OTHERWISE BY COAG F UBLIC WORKS. Q < 4. INSTALL PVC PLUG IN ALL CURB ST PS IF WATER SERVICE IS"NOT IN USE"(I.E.: IF NO METER IS INSTALLED).WATER SERVICES Uj SERVING VACANT LOTS(SERVICE IS OT IN USE),SHALL INCLUDE A"W"CUT INTO THE CURB(CLOSEST TO THE METER BOX),AND Z PAINTED BLUE(PAINTED PURPLE FOR RECLAIMED WATER). IN ADDITION,FOR NEW DEVELOPMENT AREAS WHERE THE WATER SERVICE IS"NOT IN USE",A LANDSCAPE TIMBER OR 3x3 MIN.P.T. POST(TOP PAINTED BLUE OR PURPLE FOR RECLAIMED WATER). 0 THE REMOVAL OR TRANSFER OF A WATER SERVICE SHALL INCLUDE BRASS METER COUPLINGS(HEX ON BARREL TYPE).' 0 5. NO 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. 'Tt� QRAWMI WT FE7.EASIM FOR st- 6. THE CONTRACTOR SHALL BE RES ONB RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE METER OR ELECTRONIC DEVICES IF 0TWT ® � DAMAGED BY THE CONTRACTOR D JRING THE CONSTRUCTION PERIOD. ASM Z w 7. METER BOX AND TOP SHALL BE CLEAR OF ALL DEBRIS TO ALLOW FULL ACCESS TO BOX(i.e. NO DIRT,TRASH OR OTHER DEBRIS w SHSET TITLE PLACED ON TOP OF BOX). / 8. LOCATE WIRING REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.SEE PLATE W-44. GRADING AND U WATER SERVICE DETAIL- 211 AND SMALLER DRAINAGE Q METER w DETAILS M PLATE W-2 Z Q fifi J H Q ,`www �`rr.rrrrir i� C63Uj 576 c� = 2 � � STATE OF o J. A1A� P • o No. •. .�''� H E E T TM SSE PRO R Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 NOTES: BINDING WIRE STAKED AND ENTRENCHED www.prosserinc.com OR TWINE STRAW BALE 48"MIN.METAL.FENCE POSTS DRIVEN 1.EXCAVATE THE TRENCH COMPACTED SOIL TO Florida Certificate of Authorization 2.PLACE AND STAKE STRAW BALES PREVENT PIPING WOVEN WIRE FENCE INTO GROUND A MIN.OF 2'-0" GRAVEL(12"MIN.DEPTH) 3.WEDGE LOOSE STRAW BETWEEN BALES / Number: 00004050 (MIN.14 GAUGE;6"MAX. 10'O.C• FILTER CLOTH(MIRAFt,POLYFILTER X " MESH SPACING) 18 MiN. 4.BACKFILL AND COMPACT THE EXCAVATED SOIL. (MAX. OR APPROVED EQUAL) SEDIMENT LADEN RUNOFF WAT R11 11111 RUNOFF FF W/SEDIMENT FILTERED RUNOFF } I ¢FP SEDIMENT ! I ' ,`` 5J OPS Sp• FILTERCLOTH = i 1 �P� +�►�i:»fin •R-� ���"% A,,� A[ !,BENCH U. 9A IVA T7 ¢O ...•i- Vv '.i',.:Li�'r�.i• �"i^"'"-�''�' �\ �: ... O -� _ � � ''fix+'�!^.1C,'"tY='Rw�• 1•W W s :':1�:' •:' ::' I `.;a'�*''1, ,atj4y..;:"Sit:ti'' :; -v .'.T.:' ' ;4S`L"•:��s.��4j►rw 1rOLi.:•••.�*r::e�.t t••a`y, W ..0.: f ` t..,r:.�t:Z s� ti++'f•:�7'"w...�:��:'r:,•'t►::�. BACKFILL TRENCH WITH CONSTRUCTION A ;4.�: . s EARTH AFTER PLACING A iiw: 1.+ .r. 4.4 • FILTER CLOTH O :.r.+r"r , }�, t•� , •�'�..►, � WIRE MESH ��:;�,� :i,r±�•i+�.•,,,a,�;...r,:.�. F li E ER w� �: 'A•?"�'`�»¢r -� a:w 6"MINIMUM CONSTRUCTION SPECIFICATIONS FILTERD WAT +� { g,:.»;��rr+y �t ie=i•c+ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES A A SPACED EVERY 24"x 24". B ! 2"-3"STONE "''" MATCH WIDTH 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT OF PROPOSED CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. SPECIFIC APPLICATION ENTRANCE AUTOMOBILE SERVICE 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN DRiVE FUNCTIONAL CONDITION. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION ARE EXPECTED,BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE POINTS'A'SHOULD BE HIGHER THAN POINT'B' STATION W/ MINOR WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. INCONVENIENCE R DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS. PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY AUTOMOTIVE FUER FENCE GAVEL & WRE MESH DROP FILET SEDYVENT FL.TER STRAW BALE BARKER CONSTRwTm efnRMCE DUAL SERVICE 0 DROP INLET W/GRATE DROP INLET W/GRATE EROSION AND SEDIMENT CONTROL NOTES p it I it'll 1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs I 1 I 1 not reusable on-site and assuring plan alignment and grade in made as needed. i ! ► 1' I !j►' ! I 1 �}'}}' l all ditches and swales at completion of construction. 0 0 22. Sediment shall be removed and the trap restored to its 2. The site Contractor is responsible for removing the temporary original dimensions when the sediment has accumulated to 1/2 v o erosion and sediment control devices after completion of the design depth of the trap. Removed sediment shall be construction and only when areas have been stabilized. deposited in a suitable area and in such a manner that it will p p not erode. 3. Additional Protection-On-site protection must be 0 0 0 o provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion !If I i! Nil 1 I ltf t I iif i til I110141f I l iif I tl/ 1 confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans, ' I I 1 f l } i I }' I I 1 N 11,11114111111111 }' I I i f! }' ! 111! specifications and St.Johns River Water Management District lffi 4. Contractor shall ensure that all drainage structures,pipes, Permit. STAKES etc.,are cleaned out and working properly at time of FILTERED STRAW BALES STAKED acceptance. 24. For additional information on sediment and erosion control i WATER W/2 STAKES PER BALE refer to"The Florida Development Manual-A Guide to Sound BURLAP FABRIC 5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management"from the State of Florida COMPACTED SOIL STAKED extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation(FDER),Chapter 6. RUNOFF WATER TO PREVENT PIPING STRAW BALE structure. Hardware cloth or comparable wire mesh with 1/2- W/SEDIMENTSFILTERED inch openings shall be used. If more than one strip of mesh 25. Erosion and sediment control barriers shall be placed adjacent RUNOFF WATER WATER is necessary,the strips shall be overlapped. to all wetland areas where there is potential for downstream W SEDIMENTS I �l IU 11 l� water quality degradation. See detail sheet for typical j 6. FDOT No.1 coarse aggregate shall be placed over the wire mesh construction. q' as indicated on detail. The depth of stone shall be at •"rK� - *.v'p' least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed,fertilized,mulched and ..Q. :'.Q..' d, shall extend beyond the inlet opening at least 18 inches on maintained until a permanent vegetative cover is established. . ..... all sides. DA's : JUNE 30, 2016 BURIED BURLAP FABRIC ;A;:w ::Q.:. .:.: DROP INLET 27. Sod shall be placed in areas which may require immediate Na 14001.01 iz ,� ;, .;, : ...a W/GRATE 7. if the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and PECiT' a no longer adequately performs its function,the stones must be maintained. SPECIFIC APPLICATION pulled away from the inlet,cleaned and replaced. BY : JBD 28. Any discharge from dewatering activity shall be filtered and I THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY 8. Bales shall be either wire-bound or string-tied with the conveyed to the outfall in a manner which prevents erosion and MAWN BY ; DPT �p FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND FLOWS SPECIFIC APPLICATION bindings oriented around the sides rather than over and under transportation of suspended solids to the receiving outfall V_ THIS MET OD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A the bales. Mug : AS NOTED 0C14 (NOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO INLETS 29. Dewatering pumps shall not exceed the capacity of that which RELATIVELY FLAT AREA(SLOPES NO GREATER THAN 5%)WHERE SHEET OR OVERLAND 9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St.Johns River NFLOWS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. (P IOT EXCEEDING 0.5 CFS)ARE TYPICAL.THE METHOD SHALL NOT APPLY TO inlet,with the ends of adjacent bales pressed together. Water Management District. N0. Diff INLETS R CEIVING CONCENTRATED FLOWS,SUCH AS IN STREET OR HIGHWAY MEDIANS. 1 0-12-15 CITY OF ATLANTIC BEACH v 10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction,silt 2 2-23-15 COAB/ FDOT SJRWMD O trench shall be excavated around the inlet and width of a bale screens,hay bales and grassing. All fill slopes 4H:1 V or BLILAPW� MT S� BALE DROP FLET S�.DNIIENT FL.TER to a minimum depth of a 4 inches. After the bales are staked, steeper to receive staked solid sod. 3 2-OS-16 COAG rn the excavated soil shall be backfilled and compacted against 4 2-17-16 FDOT w \ / the filter barrier. 31. All dewatering,erosion,and sediment control to remain in place \�� �j/i FLOW _____ ,�- after completion of construction and be removed only when 5 6-30-16 FDOT FLOW -'�. 11. Each bale shall be securely anchored and held in place by at areas have been stabilized. 6 0-26-16 COAG BUILDING PERMIT least two stakes or rebars driven through the bale. Ld _ 32. This plan indicates the minimum erosion and sediment control JL 4' x 12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is • from entering between bales. responsible for meeting all applicable rules,regulations and / \\ A.ZAL AL A. - ' water quality guidelines and may need to install additional //� ��.�e \`\ s _ * "= - s _' 13. Close attention shall be paid to the repair of dams9 ed bales, controls. o./ /% FLOW s... ,.i „ - end runs and undercutting beneath bales. O FLOW ^a ^ �, 33. All excavations and earthwork shall be done in a manner to Z / -� �-� 14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be "' "� '`� accomplished promptly. controlled and rerouted through hay filters,siltation diapers O "'" - .� and sumps. The Contractor shall be responsible for the p 15. Sediment deposits should be removed after each rainfall. They prevention,correction,control and abatement of erosion and FOUR 1-FOOT WIDE STRIPS OF SOD must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3,Florida SEDIMENT-LADEN DEPTH BELOW TOP OF INLET: ON EACH SIDE OF THE DROP INLET approximate) one-half the height of the barrier. Administrative Code. *-' RUNOFF AS Y g TF�B DRAWNO NOT FI&EAM FOR REQUIRED MIN. V-MAX.2' ® t/- 16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment Z RUNOFF WATER barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream Conditions by AVE w W/SEDIMENTS FILTERED WATER the existing grade,prepared and seeded. raising channel bottoms and/or clogging outfall culverts. :D a EE35. The Contractor shall a for an water quality control T �� U M SL �• �' � _ � � '1' 1 ..•.,�:�'• p4• ' -" 17. Silt fences,straw bale barriers and filter barriers shall be Inspected pay Y q Y 1 - `l' ' �•' '�'' - immediate) after each rainfall and at least Bail durin colon ed violations from any agency that results in fines being p _ rainfall. Any required repairs shall be made immediately. assessed to the owner because of the Contractor's failure to EROSION AND -A. eliminate turbid runoff from leaving the site and raising U STORM WATER WITH EEP OL o background levels. - ' :.�;.:, 18. Should the fabric on a silt fence or filter barrier decompose g = LARGER PARTICLES FOR r LARGER PARTICLES "' ° or become ineffective prior to the end of the expected usable SEDIMENT REMOVED EWATERI SETTLE OUT �'"' life and the barrier still be necessary,the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits, W DRAIN INLET replaced promptly. including any applicable NPDES permits. CONTROL M -+' SPECIFIC APPLICATION U _� 19. Any sediment deposits remaining in place after the silt fence E=- TIS METHOD OF INLET PROTECTION IS APPLICABEL ONLY AT THE TIME OF or filter barrier is not longer required shall be dressed to �� DETAILS Z conform with the existing grade,prepared and seeded. J SPECIFIC APPLICATION PERMANENT SEEDING,TO PROTECT THE INLET FROM SEDIMENT AND MULCH t- Q THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND MATERIALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED. 20. The Environmental Protection Agency(EPA)has issued to Florida a National Pollutant Discharge Elimination System(NPDES)General WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. Permit for certain Stromwater discharges.This NPDES program requires that if the magitude of construction sctivi#ies covered by the ��� 4d � w general permit are above certain thresholds,then a Storm Water Pollution Prevention PLan(SWPPP)is required.Also involved are certain `v"� o s• �,�y�/'' certification,notification,inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992& � 0 , Qtitled"Storm Water Management for Construction Activities-Developing Pollution Prevention Plans&Best Management Practices.It is the * Q�o '-sem Contractor's responsibility to determine if this project requires an NPDES application and notification and,if necessary,prepare,submit •.�tP I and maintain the required documentation in compliance with the EPA guidelines and criteria. = � TO 0 EXCAVATED DROP FLU TRAP DROP FART FUER q P g = �.�2s�� s 3 E o „� ;;e STATE OF 0 It Na. lose DAA o.. TM PROSSER Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 S T 0 R M W A T E R P O L L U T 1 0 N P R E V E N T 1 0 N N OT E S CITY'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS SITE DESCRIPTION GENERAL CON CTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS * SILT FENCE WILL BE INSPECTED FOR DEPTH OF ANT. TEARS, TRU LP I STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH TO SEE IP THE FABRIC iS SECURELY ATTACHED TO THE FENCE PROJECT NAME AND LOCATION: RE TRATE AFTER RELEASE LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN A ANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL THE GROUND. REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. G MATERIAL: NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIL ANY TEMPORARY SEDIMENT SLE. THE SEDIMENT BASINS WILL DI INSPECTED FOR THE D WHEN I T GATE OWNER NAME AND ADl>�: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN REACHES SEDIMENT. AND BUILT UP SEDIMENT WILL BE TTY REMOVED WHEN E * ORIGINAL LABdS AND MATERIAL SAFETY DATA WILL � RETAINED; THEY REAtLES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE MATH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOB. WHICHEVER COMES FIRST. OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE C11ON FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS REQUIRED TO ADD FLOCCW.ANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES THE SYSTEM INTO OPERATION. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN. RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED. DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED (METHODS FOR PROPER DISPOSAL WILL BE + EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. F�-�. INSPECTED YFOR BARE �T WASHOUTS,TS, ANAND D HEALTHY�WiH. AUTOMOBILE SERVICE SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WIN AN OTHER CONTROLS PRODUCT SPECIFIC PRACTICES * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF THE FOLLOWING PRODUCT SPECIFIC PRACTICES WiLL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY STATION W/ MINOR THE ORDER ACTIVITIES WALL BE AS FOLLOWS: ADD AL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT PETROLEUM PRODUCTS THE IVSPEC70R IS ATTACHED. SOIL DISTURBING ACTIVITIES WILL INCLUDE. OF TS. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY AUTOMOTIVE STORM SEWER, UTILITIES„ AND PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS & GUTiER. 7. I ND PROTECTION: INLETS ACATCH BASINS WHiCH DISCHM M REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL. STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND SEEDING. DIE Y OFF-SITE SHALL BE PROTECTED FROM SEDNENNT-LADEN STORM LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. 2 INSTALL SILT FENCES AND HAY 1Q APPLY BASE 10 PROJECT WASTE MATERIALS THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE BALES AS REQUIRED 11. COMPLETE GRADING AND RUN UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE ALL PERMANENT THA MAY CONTRITE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL RE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED SERVICE RUNOFF CURVE NUMBERS: 3, CLEAR AND GRUB FOR DIVERSION INSTALL 1. PRE-CONSTRUCTION SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STOVER IN A SECURELY LIDDED METAL DUrIPSTER. THE RECOMMENDATIONS AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS 2. DURING CONSTRUCTION - - BASIN 12. COMPLETE FINAL PAVING S. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE 3. POST-CONSTRUC710N - - AND THAT ATI: NOT ANTICIPATED TO BE RE-EXCAVATED OR AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS 4J, CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WiLL BE HAULED TO A STATE APPROVED LANDFILL ALL FER71UZERS USED WALL BE APPLIED ONLY IN THE MINIMUM AMOUNTS * THE 97E SUPERINTENDENT WALL SELECT UP iO THREE INDIVIDUALS SOILS: CONTINUE CLEARING AND 1i. WHEN ALL CONSTRUCTION WR A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE NSTRUCTEO REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WALL MHO WILL BE RESPONSIBLE FOR INSPECTIONS. MAINTENANCE AND SIE SOIL BORING REPORT FOR SOILS DATAGRUBBING ACTIVITY IS COMPLETE AND THE DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TD LIMIT EXPOSURE TO STORM WATER. REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND SITE MAPS: LLCOA COMPETE WITH THE PERMANENT GRASSING. PRACTICES WALL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE I! A COVERED AREA. THE CONTENTS OF ANY MAINTENANCE REPORT. * SEE ATTACHED GRADING PLAN FOR PRE do POST DEVELOPMENT GRADES. L STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY THE INDIVIDUAL WHO MANAGES PARIALLY USED BAGS OF FER11UZER WiLL BE TRANSFERRED TO A + 9. Y SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT CONSTRUCTION SUPERINTENDENT,YSITE I AREAS tP SOiLS, DISTURBANCE, L OCATON C>f SURFACE WATERS, WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSIONPERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE PROTECTED AREAS, MAJOR STRUCTURAL AND NGN�ISTRUCTURM. CONTROLS ON SITE AS REQUIRED SWALES/DItES AND /SOD F WITHIN THE CATEGORY ESTABUSHED IN PARAGRAPH 8 ABOVE THE DAY-70-DAY SITE OPERATIONS. MM.L BE FOR SEALABLE PLASTIC BIN Tn AVOID SPI1.S. RESPONSIBILITIES WILL TERRINE TRAINING FROM THE SITE. AND STORM WATER DISCHARGE POINTS. SEEING THAT THESE PROCEDURES ARE FOLLOWED. SUPEIMITENDENM THEY WILL BE TRAINED IN ALL THE INSPECTION L STABILIZE DENUDED AREAS AND AS REQUIRED SHAI ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE * SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD TEMPORARY STABILIZATION PRACTICES. AND TURBIDITY BARRIERS * SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PRACTICABLE APLk ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER. PERMANENT STABIIZATiON. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL PROPERLY DISPOSED OF ACCORDING 10. Y GRASSING: THE SEEDED OR SEEDED AND MULCHED MER(SWILL B SHA BE ROLLED AND WATERED OR HYDROMULGIED OR OTHER ALL HAZARDOUS WASTE MATERIALS WALL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. NON-STORM WATER DISCHARGES SINE AREA: TO ASSURE MANNER SPECIFIED BY LOCAL OR STATE REGULATION at BY THE CONCRETE TRUCKS TIMING OF CONTROLS MEASURES SUI METHODS IF REQUIRED RE OPTIMUM GROWING IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER 1. TOTAL AREA OF SITE = M:. MANUFACTURER. SITE PERSONNEL WALL RE INSTRUCTED IN THESE 2. TOTAL AREA 10� DISTURBED - Aa CONDONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.. PRACTICES AND THE SINE SUPERNTENDENT, THE INDIVIDUAL WHO CONCRETE 'TRUCKS WILL NOT BE ALLOW® TO WASH OUT at DISCHARGE DISCHARGES WILL OCCUR FROM THE SITE DURING THE AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AIRY GRASSING SHALL � THE SAME LYNX ae AMOUNT REQUIRED SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. CONSTRUCTION PERIOD: NAME OF RECEIVING WATERS: FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS MANAGES DAY-70-DAY SITE OPERA71ONS,WMLL BE RESPONSIVE FOR AND HAY BALES. STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER UNE FLUSHING CONTROLS BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF. AFTER 14 DAYS FROM SEEDING.. THE * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF OTHER PORTIONS OF THE SITE. STABIUZA71ON MEASURES SHALL BE ARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT TOS OR HAZARDOUS MATERIALS HAVE OCCURRED). THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TD CONTROL NITiATED AS SOON AS PRACTICAL IN POR71ONS OF THE SITE WHERE T GOOD GRASS COVER, THE AREA WALL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THiS PLAN, THE EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY AL SEED APPLIED SUFFICIENT TO ESTABUSH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WiLL 13E FOLLOWED FOR SPILL PREVENTION AND * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VE ATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP; DISCHARGE.WILL PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. ALL NON-STORM WATER DIS DIRECTED TO THE TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAIN ANtE: ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR MSC TARRGG E. THE PLAN iS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL. CTED TO PREVENT EROSION AND SEDIMENT SHALL ACCUMULATED SEDIMENT WALL BE REMOVED FROM THE SIT WRAPS OFFSITE VEHICLE TRACKING BE CLEARLY POSTED ON SIlE AND SITE PERSONNEL WTI. 8E MADE AWARE OF THE STATE AND LOCAL LAWS. REFER TD "CONTRACTORS RESPONSIBILITY FOR A AND THE EARTH DIKE/SWALES WALL BE REGRADED/IEMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP OONTRACTOWS CERTIFICATION VERBAL DESCIPTiON OF THE CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSiRUCTION ENTRANCE WILL. BE PROVIDED i0 HELP SUPPLIES. REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE SiORM WATER MANAGEMENT 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITES OF TO THE SITE ENTRANCE MILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT TERMS AND CONDITIONS OF THE GEiNERAL NATIONAL POLLUTANT STORM WATER DRAINAGE WALL BE PROVIDED BY(DESIPi1ON:) COASMS4 CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD. DIRT at ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAVING IN iI-E MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MAiERIALS WiLL DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT TE FACILITES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH AAUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INGL.UDE BUT NOT� LIMITED iD BROOMS, DUST PANS, MOPS. RAGS. MILe. KITTY LITTER OR EQUAL). INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED LIQUID ABSORBENT (GOGGLES. FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON. BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND t4, ANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY TARPAULIN. GLOVES, AS PART OF THIS CERTIFICATION. COMPLETE. REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROLCON WILL. AS A MINIMUM. BE SEEDED. THE SEEDING MIX MUST SAID. SAWDUST. AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY COMPLETE. WHEN CONSTRUCTION IS COMPLETE. A TOTAL OF ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PRO DE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE. HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE D HARGES CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONNING PROPERLY VE ATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TUREND OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. ALL SPILLS WALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. WILL 13E USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION MIO TURBIDITY CONTROLS SHOWN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE DATE : JUNE 30, 2016 DETENTION BASIN. THE INET DETENTION SYSTEM IS DESIGNED WITH A DAY CII THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADD17IONAL CONTROL STRUCTUI tAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WiLL E MINIMUM RESIDENCE VOLUME THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES. AS REQUIRED,70 ENSURE THE SLATE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM PPA)Jwr N : 114001.01 co SET FORTH BY THE ST JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION ANO TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEM ARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE ❑Concrete ❑Fertilizers ❑ Wood CONTACT WITH A HAZARDOUS SUBSTANCE. C TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS U TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. DEqgNW 13y J B D REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUREID OUS IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. [:1 Asphalt ❑Petroleum Based Products Masonry Blocks SPILL OF TOXIC OR HAZARDMATERIAL WILL �REPORTED TO THE TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ❑Tor ❑Cleaning Solvents ❑Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF THE DAVM By : DPT I TIMING OF CONTROLS/MEASURES SITE BY THE REGULATORY AGENCIES. 2. TEh PORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑Detergents ❑Points ❑Metal Studs SIZE OF THE SPILL c0 AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF V_ REFER 10 " CONTRACTORS RESPONSIBILITY" FOR THE TIMING OF EROSION AND SEDIMENT CONTROLS DI ARGE FROM A DISTURBED AREA. ❑ ❑ ❑ THE SPIT. PREVENTION PLAN WILL ADJUSTED TO INCLUDE MEASURES TO WAR : (V iH FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER; PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP AS NOTED cONTROL/MEA►suREs. STABILIZATION PRACTICES SPILL PREVENTION d� 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW IND ANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION THE SPILL If THERE iS ANOTHER ONE A DESCRIPTION OF THE SPiLL. WHAT PAVww DIK CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. � � DabCERTIFICATION OF COMPLIANCE WITH DISTURBED ,UREAS SUBJECT TO SHEET AND RIR. EROSION WITH THE MATERIAL MANAGEMENT PRACTICES FEDERAL, STATE AND LOCAL REGULATIONS FOLLOWING LIMITATIONS: A. oCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS 1 0-12-15 CITY OF ATLANTIC BEACH ABLE TT WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SIZE - o A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. OPERATIONS. WILL BI= THE SPILL PREVENTION AND CLEANUP COORDINATOR. 2 2-23-15 COAG FOOT SJRWMD IN ACCORDANCE WITH FEDERAL. STATE AND LOCAL LAWS RELATED TO STORMB. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM ACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND 13E USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS. THE FOLLOWINGCONTRBUTNO DRAINAGE AREA IS NO GREATER THAN 2 ACRESSTRUCTURE REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES 70 STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO 3 2-05-16 COAB . INLET SEDIMENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. OP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A-PARTICULAR PHASE 4 2-17-16 FOOT 01 PERMITS HAVE BEEN OBTAINED. -p D.E.R. DREDGE/FiLL PERMIT # 0. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP.UP. THE NAMES OF RESPONSIBLE SPILL 5 16-30-16 FDOT Vj C.O.E. DREDGE/FILL PERMIT # BARRIERS CONSTRUCTED IN LIVE STREAMS OR iN SWALES WHERE B. I RAVEL SEDIMENT TRAP - THIS PROTECTION IS APPUCA13LE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WALL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF 6 0-26-16 COAG BUILDING PERMIT W SJ.R.W.M.D. M.S.S.W. PERMNTA THERE IS THE POSSIBILITY OF A WASHOUT IF NECESSARY, MEASURES 4EAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. APPLICABLE. IN iRE OFFICE TRAILER ONSITE W SHALL BE TAKEN 10 PROPERLY ANCHOR BALES 10 INSURE AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE CJ AGAINST WASHOUT. NCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO POLLUTION PREVENTION PLAN CERTIFICATION REFER TD D-903 FOR CONSTRUCTION OF CURB INLET& DROP Do THE Joe. p REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY krnurNT �,. MAINTENANCE/INSPECTION PROCEDURES Z BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER Q i CERTIFY UNDER PENALTY OF LAW THAT iHIS DOCUMENT AND ALL • ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN LOCATION. MATERIAL & USAGE. C. tALL NLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT. ORDERLY EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES (/) LET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND WHERE MANNER IN iHEIR APPROPRIATE CONTA04ERS AND. P POSSIBLE, UNDER A M W ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2 FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW OR OVERLAND FLOWS (Q <0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WALL BE o PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE NOT APPLY TLD INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. Z SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LJMITA110NS: STREET OR HIGHWAY MEDIANS REFER TO D-905 FOR + PRODUCTS WILL BE KEPT IN THEIR O IGINAL CONTAINERS WITH THE + NO MaE IRAN 10 ACRES OF THE SITE WALL DENUDED AT ONE TIME MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RES'PONS'IBLE Fat A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. RUCTION OF HAY BALE & FABRIC SEDIMENT FiLTER. ORIGINAL MANUFACTURER'S LABEL WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. U GATHERING THE INFORMATION. THE INFORMATION SUBMITTED IS. TO THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE. AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES 3. txl PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PA CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR O RECOMMENDED BY THE MANUFACTURER. d- INFORMATION. INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. doSEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES do SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEK AND HA BALES ARE TD BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. 7M MAVVM NOT FOR KNOWING VIOLATIONS. 3 BRUSH BARRIER WITH FILTER FABRIC BRUSH BARRIER MAY USED DISTRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL ' WHENEVER POSSIBLE. ALL OF A PRODUCT WILL BE USED UP BEFORE Z BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAINER. * a�,ALL TURBIDITY REPAIR CONTROL� � Y. NAL.L� INITIATED WITHIN 24HOURSOF � �® W ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE 4. T BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE SIGNED: LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S REGOMMENDA71OINS FOR PROPER USE AND DISPOSAL REPORT CITY ENGINEERAT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED. 4. LEVEL SPREADER. A LEVET. SPREADER MAY BE USED WHERE SEDIMLENT- U FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS THESE * BULT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS T TiTLE / SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3.600 CLIA FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DALY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OF THE FENCE DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS TIS PRACTICE QAPPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE GE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL STORMWATER C) POLLUTION a PREVENTION 0 cO Q PLAN J �y Q ,t,����lIIIMNItiMYJIq,,,t w .��/[��`.• G E NS ••.'SIL--, I- • � r c� 576 ., I = - 0800 o - STATE OF o _ -o ; IL NO, ,ti S H E E T DATA '' •��`' n. f TM PROSSER k Community-Management-Energy-Relationships k 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 0 Z W O Q Z O Z lW J 50 0Z � • W H..X Cr J Z � Q V) 9 V 9 0 O w cn ej O w o in m o � o z Cr � zz o Z Z '� �• z o o � �_ Z o CL go O `_ ~ � --, W oc O Z F W o Q m � Z W o o o AUTOMOBILE SERVICE {� W' w -i V) Q �j J W Q $ _l O �_ 0 Z 3 Q .t w V � Q Z m Z W ZO a. Z owQ = OEn �, iE F STATION W/ MINOR Z Z ZO Z Z QS8O0mp LZ O _ _ _ a w AUTOMOTIVE W Q c�• N F Z H Z a _Z F Z J Y W !�- W O Z Q Z Q Q W w Q p s w LU Q Off. Z Z O Q a. w m w J O O 0 ( _ a Z o W } z W z a SERVICE W � � � Q U W O m 5 Q _ �aJ Q Z O w F- (� wa Z W Z Y i Z Q H wz m z F © v in a 3 = ZQm o Q �' 5QDnW. cFoQF 3 F Q U p z 3 w F } OO w FS F= CrQ < U w Z li �n t� C) M I- � > Z c� cc a p 05 O m o a Z Q W p O o O w W Z Z � Z V Z m = N Z F � 0240aZ } ,3 � � m _ `~ 3 � v) w2 w w a � Z [[��� � wa► ozzoa_ a � Ov m w O w O Z O ~ w mE� a iE w � arQ } FwZ m W oz Cr. }m RCZZ, w Q J o �WW oar 5 D V O W 4 a W p F- Z m Z ir w 0 cW ao Z �nwa. a� WF_ cnQ � o p Z a m � Z a �; v) cn >- 24Zo Zo � w ? m U WQ w v W v 0 p Fvcr j Qw mem 4 �•+ Y � z m � � z m ' a a aa � � mz � mc=.) zuNi Z Q o a o `a o it i w o w D a Q D o w o Q 0- o 1- N E-- a v m _ QQacnX0cnQaa in o 0 �cn a F z� Z mo WZ�=W cwaQW� am�m =mZo CONQ V)O Z a �0 Q F � Z �' w ^ aFzQ ? i m p ' � m �� � DATE : JUNE 30, 2016 O > > zZQ �f5 a Q_ v o Z v Q Y � F V)-i o PRO�CT NaO w W w � X a.a 4Z�Q 114001.01 o o iF m w Q cn x�a DESKYW BY : J BD '�" a U_ DPT I w o Lij WCD ' DRAWN BY . O U O Cr. 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UNLESS ESS 80 NOTED Z LL. a LVE Ld �_ Z W WO w w Z W j} �- W }: ABO � JF- Q Z Z O W � m W m P• ME U J Z F FCr. F w W Z W W Z O p W W SHEET �, W F Q N a � a cn W W w STORMWATER d w M U W O W ! Y O w O Q p Z avv)i � m m LL.Om Z w ow Q m Z w W N Z o W Z a Z a POLLUTION U 0 N N Q v V) I- 0 W W m Z m Q a Z Z o a Q o Q o PREVENTION m C) PLAN—CONTRACTORS Z ® !CATION : w62bf 04�- - •>. No Q c9mo 0 s *fto? -. !, 69 . 0 0 C' 0 N N\ J. BRA No. 62676 S H E E T v/- DATE: i I TRUMK WRAPPED W/20 LAYERS METAL STRAPOF BURLAP UMSECURED HIi>F.RT��VO® PADS ` mE © Res"a=aPIM TV= (3) 2'X4'XW WOOD PAD SECURED HRUB V/ METAL STRAPS - INGLE OR MULTI-TRUNKED TREE TRUNK WRAPPED W/20 LAYERS OF DMAP M NOT PENETRATE NAILS UNDER V1B]D PADS SECIDIED WITH INTO TRLM ATER BAG IF NO AUTOMATIC IRRIGATION METAL STRAP Z----OPTIONAL TEMP MULCH DAM BOB, REMOVE TOP 1/2 of & WIRE CAGE fig �M„• Community-Management-Energy Relationships 2'X4'Xie' WOOD PAD SECURED 3/4' STRAP THROUGH 3/4' ALL NYLON STRING, STRAPS, L PLASTIC WRAP 71NE AROUND ROOTBAL (NO SOIL) CINCH BUCKLE TENSD�D OOD SCREW W� � s PA 4' Noon KE (3 ""� m 0 � BOARD �lGTH EQUAL TO TIONAL. TEMP. MULCH DAM 13901 Sutton Park Drive South, Suite 200 Y PAD AND SINCE q EA.PALM TOP OF ROOTBALL 2' 3' MULCH TIGHT OVER 2x4 WAD MG-ML PENETRATE MAILS > TEMPORARY ABOVE BACKFILL SOIL MIX {i/4 SOIL CaVDITIDNER 3/4 YELLOW SAND ROOD D om) AROUND ROOTBAL 010 SOIL) 3ZZZ4-0229 BERM OR STOCKPILED LIMEROCK FREE TOPSOIL) TOP OF ROOTBALL 2' MULCH Jacksonville, Florida ELLOW SAND 11 BELOW GRADE� PLACED ABOVE- XISTING LIMEROCK-FREE SOIL OR ALL ORS /IL.ED LDMERROCK FREE TOPSOILSOIL CONDITIONER & 3/4 ) 2'x4' WOOD BRACE NAD.ED To ` •. _': YELLOW SAND (COMPACTED) Office 904.739.3655 PAD AND STAKE C3 EA. PALM) 12' 2'X4'X30' WOOD STAKE :; �. -FREE SOIL OR 3' MULCH :t -�-; ,; :v;;.t .M EQUALLY SPACED VERTICAL SPLICES STDG AM (COMPACTED) TO PLACED 1' BELOW GRADE . ,'�. r• ; ' 12' SOD- MIX i' YELLOW SAND KCOMI'ACTED) �= IF R�TBALL IS CONTAINER GROWN •a �:;�`�•'t-• Fax 904.730.3413 Is • .„•. •;• s, •• E Y SPACE VERTICAL SPLICES g 3' TEMPORARY BERM .•a f •' t if1' YARD SAND 3/4' WIDE POLYESTER STRAP ` �'- IS CONTAINER GROWN sig gym[�a.�sttR sTfrM e• , EDGE OF TREE PIT POST STAKE WNE ON EACH SIDE OF a as 0 a M MW • WITH BLACK PLASTIC 2 PINE OR STEEL U-CHANNEL FENCE TDl�ai st�sa OVER www.prosserinc.com , oR METAL TOGGLE 2 Oft . (ANCHOR SYSTEMI) • ;,!, ;,«; 2'X4'X30' WOOD STAKE COMPACTED HACI(FII.L 4 PER TREE M' (ANCHOR SYSTEM v Florida Certificate of Authorization rte. Number: 00004050 12' A3 SAND/COMPOST MIXTURE a TRW COMPACTED EXIST. SOIL-BACKFD_L EE PLANTING DETAIL PALM TREE PLANTING DETAIL SHRUB PLANTING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE PLANTING NOTES / 1. The LANDSCAPE CONTRACTOR is responsible for verifying project 17. Before fertilization a soil and/or foliar nutrient analysis shall be site conditions and all quantities indicated on these plans before performed to determine whether phosphorus fertilizer with 3096 slow commencing any work. LANDSCAPE CONTRACTOR shall notify the release nitrogen will be required. All planting bed areas shall be fertilized LANDSCAPE ARCHITECT if soil conditions are poorly drained to approximately 4-6 weeks after installation. _ determine is substitution of materials is necessary. 18. Plant material soil shall be native soil that was removed from the I f� 2. Soil tests shall be provided to evaluate various areas of the planting hole. If soil is badly contaminated, good quality soil shall be used II' STURDIVANT I 41' NORTH GATE NORTH 26' NORTH �; 145' NORTH '� landscape {especially the parking lot islands} for pH, available as replacement after contaminated soil has been completely removed from AVENUE STREET .� r nutrients, phosphorus content, bulk density, etc. This will serve planting area. STREET STREET "I STREET FRONTAGE FRONTAGE ' ,�-42 to ensure proper plant selection according to prevailln soil 19. After sodding is completed, the entire side areas shall be watered by FRONTAGE FRONTAGE (WIC ,�-wv[ ." lime/sulphur• PP ?ifY) 9 Ys Y PP Y • _ Ss._.-.-•-„•,.••,•••,•_.._.n SS-SS ...••••••� SS •-"'-�-'-" � s$ ••--"-"SS••__•••_--'-SS _ SS � _•_•• ••••-.-�--� �'�'�'---ss ._ � conditions, what applications are needed an hand or irrigation system each da for two weeks. After approximately a one _ _. " -- '- - - 5 ss '-'--'-"..... -- --- - - --- - ---- ------- �; and long-term survival of plant material. month of installation, sodded areas shall then be top dressed with a 15-0-15 _ - --- ------ ---- ' V commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square -- -- - 25' SIGHT 0 SF BAHiA SOD 1300 SF 3. All plant material shall be Florida Grade No. 1 or better feet of area in an event broad-case pattern. PAUTOMOBILE 500 SFBAHIA TRIANGLE r� 3ioo s1 BAHIA SOD BAHYt+� nursery grown in accordance to Florida Grades and Standards y P -- - - handbook. 20. The LANDSCAPE CONTRACTOR is responsible for all fine grading *'i 4. All plant material shall be container grown or B&B. B&B preparation for planting. Apply pre-emergent to all beds prior to planting. SERVICE S TA TI 0 N materials shat{ be "hardened off" root pruned during field 21. Rough grades will be established by the owners general 4, . , .•. • • 3JP 7PM 14L contractor at approximately 3 inches below curbs, sidewalks, WI TH MINOR 6 , , � �. 6 U � � production and shall be dug at {east severs{ weeks before PP y '�' tb3 ; . �' , •• cH Kn planting is performed. hardscape amenities, mowing strips and abutments. All materials �� i ' •. . � � ° 21 IVN 20 LJ 7 IVN 3 TA -f shatl be a minumfm 30 from buildings or walks. L 39 IV ICH 30 P • 5. Plants shall be sound healthy and vigorous, well branched and AUTOMOTIVE ., rn 22. CONTRACTOR shall coordinate construction of planting areas 7 P .. �, dense) foliated when in leaf. The shall be free of disease, •• 5 L 30 FAX __ LJ rn � Y Y with installation of irrigation system. 3 NSH-I 37 IV • •- :::::: ." - Insects, eg s or larvae and shall have healthy, well developed root SERVICE Q:y LM -n 23. Where seeding may be required on the plans, germination rate 9 IVN 35 FAX 15 L �i X v systems. They shall be free from physical damage or adverse 9 Y q P shall be the maximum percentage required for the variety specified • .- •• - � o cn conditions that would prevent thriving growth. a g u' t s - 18 P �i Z � at the rate of application specified. • • 35 FAX ..••. 3 PM 15 J :• ' 7 PM 1 6 All plants shall conform to the varieties indicated in the ' ......-- = = > 24. Sod areas shall be SPECIFIED Grass. Grass for sodding t - - - "" •: ♦ 14 L rn Plant list. one foot wide by two feet long. . . 7. Substitution of plant materials will not be permitted unless shall be freshly cut in squares 5 L "Y '" authorized in writing by the LANDSCAPE ARCHITECT. If proof is Sod shall be healthy, free of insects and weeds, in naturally flourishing - < "' conditions. Dry, brown and unfresh sod will be rejected. QV - .,: •. c �:: submitted that any plant specified in not obtainable, a proposal 1 0o SF '' 3 IVN 7 JP 7 IV 25. Sod shall be laid end to end and side to side in a staggered i fi si a or 15 IV ns dared or use of he nearest e t eq va z line to form a uniform layer. All uneven edges shall be squarely � f will be considered f e # ars u ant 7 LM 2 CH 17 J , variety with corresponding adjustment of contract price. SOD 13 IV trimmed to allow close and firm fitting of each piece. IVN 9 IV 8. Plant material locations and bed outlines shall be staked or sodding is completed, the entire sod areas shall be 15 J flagged on site by the CONTRACTOR and shall be adjusted if required 26. After p , a • • _ - d approved by the owner watered by Sodded areasand shaHrthen be top dressed withaa for commerc al fertilizer .......... to t conditions site an ow e l3 JP fit actual as built cone'. on e e II J = or owners representative. ted he r • -/ .. -' - • ;.,.... of 12 pounds per 1000 square feet of ' ,...::. • . * �. :. • ••��:-�•:�:�::�:. as directed rein at the ate .• ... . '.-...'.. 9. All proposed tree planting locations shall be staked flagged area in an even{ broad case pattern. .•. -. . . '.. , ... . ... . •..a.,::.�:..:... d the Y A ARCHITECT and approved y . . . . .. .. ,,: :: :.. •••• ••• G ARC P 27. The LANDSCAPE CONTRACTOR is responsible for .full maintaining Z before installation by the LANDSCAPE a rov b owner or owners representative. P y +. P d before planting, until the all )ant materia{ on site during an be o P 9 H;= depth of the planting hole P 9 10. The CONTRACTOR shall estimate the de P P 9 r• ..... ..... work In accepted b the LANDSCAPE ARCHITECT and/or owns by measuring the distance between the point where the topmost root • a. a ♦ " • , t!1 The LANDSCAPE CONTRACTOR is responsible for removing tree stakes 51 r • .. _ emerges from the trunk and the bottom of the root ball. The planting OC)O 'O. 4 ♦� -aw .; �•. .'♦ a +_, -a < , " .` 'Y ® ♦' 3'PVC ; hole shall be slightly shallower than this distance. No more than 2 to 3 after free is established. , �:. Q P, ;.. REE 28. All plants shall be guaranteed b the LANDSCAPE CONTRACTOR to inches of the root ball needs to be above the soil unless the site is P 9 Y 4 „ a. .-4 :♦ a ,.. be health plants and in flourishing condition of active growth for a " -` 4 .. : •. . , poorly drained. Poorly drained soil requires planting depths even or Y P 9 ��- •' < ; . ' . $ • ninety 90 da from final Inspection and acceptance. All trees 4.. higher. Planting holes dug too deep are required to have soil added to Y ( ) Ys P P - 0 - 4 " •..• av'4PAL,�t • r q *. '". a a ..• , d. •.. 'a`, • a .. ...o',�• . Q ...• ' the bottom and loosely compacted. If planting holes should fill with shall be guaranteed an additional one year from final inspection a A • d •' - a a ..: .. . • •. .d. . RfTAu11N�T water as it is dug, position the bottom of the root ball above the and acceptance. �, •' ` ` , •'' • ° ` •�• - � of the ball. The hole shall 29. The LANDSCAPE ARCHITECT, owner or owners representative shall : • I . ` 1701V"WOOD AM V=FW= water and mound soil to cover the sides C_ iOLAOAK • O *d' _.q y • `• .• •tA : d .. • , A •" ... - < : .�.; - " ". .;' . .. - be at least 1.5 times the diameter of the root ball. Wider holes shat{ - P D .o. . • • .o.as. •�••• • • d a have the right to reject any and all work which in his opinion does at c a , �, •:, a'• Q=..a ':, , be used for compacted soil and wet sites. not meet with the requirements of the specifications at any stage rno 0 RAMI - • 4-. ;a ..a " ,� 4 ,"' • s. '., ° ♦ r 4 ,..d .. Z o VLA °O , " a 4 a ,. r " Q . . , " s ' " 11. The soil shall be freshly tilled and large clods Of soil broken up. The of the protect operation. 4 �° the work shall proceed as rapidly as the site growing medium shall be settled and firm at the time of herbicide 30. In general, p p y X TREE TO BE PRESERVED TYP. 3 LI application. Herbicides' may be mechanically incorporated by mixing into becomes available. Keep all areas of work clean, neat, and orderly oZ at all times. rn � 8 LJ 69 L 3l JP 29 IVN 23 LM1121 DLC 29 IVN 25 SP 39 JP 3 IV - top layer at a depth of 1-3 inches. ,Z-� 7 J aDAM am 12. All backfill around plant material shall be worked firmly by slicing 31. There will be special care to all existing trees to be � :•• MGN ,z-P,,,,, I P a shovel down into the backfill 20 t0 30 times around the tree as you retained on site to avoid construction damage. • t pack the 32. An automatic irrigation system is to be provided and ' soil. Large clumps shall be broken u Do no . 3 JP ,�� . . . . . . . 9 b P• P DATE OCTOBER 12, 2015 5 LM ' backfill.c Only step firmly on backfill soil to stabilize the root ball. The a shop drawing of the layout and • •••••'• "' top of the root ball shall remain 1 inch (small trees) to 3 inches (large design must be submitted to the governmental agency, for review CT l 30 le, _ PRO ._ 715 ' Z .' I. . �,. . .. �.: .•..•.:. :�:. :. � .�,'. .....:♦.. ._._ .�..: _ __.__. vol, prior 0 • "'--- all and Ii. 33. tion tem shall be fu automatic, providing 10 X .......... < �, •: _ - s when et. Add water to the rrootbk t 1 backfill. d approval, system t ionlly W trees) he an o installat ...._... _ - ---- DESIGNED BY -_ -....... _-�,� _ -._ _. oil J 0 - ._ ---- - e areas, with all pop up heads in lawn area. - _... •�---•-- _ Fill any holes depressions with fit s attempt o -' _. - .. MI in a h I or epr wf backfill oil ono mp coverage to all planting ......... 225' SOUTH eliminate air pockets by compaction. Water infiltrating the bac so 34. Irrigation station shall be set where there will be no mixing DRAWN BY • JOW STREET FRONTAGE will eliminate large air pockets. of shrub and lawn areas, fixed spray heads with gear driven heads 13. LANDSCAPE CONTRACTOR shall bear final responsibility for or impacts. Shrub risers shall be minimum 2.5' from eop and 1.30 I proper surface drainage of planted areas. Any discrepancy in the all heads minimum 2' from buildings. SCALE ' ATLANTIC BOULEVARD drawings, obstruction on the site, or prior to work done by any 35. A double check backflow prevention (or approved equal); "equal (nor wo _ - other party, which the CONTRACTOR feels precludes establishing to a DCA-100; to be mounted in a rectangular valve box (12"x 10 ) No. Date Revision proper drainage shall be brought to the attention of the LANDSCAPE on the service side of the meter and immediately adjacent to the 1 10-12_18 SITE DEVELOPMENT pU1N ARCHITECT for correction or relief of said responsibility. water meter. 2 2-16-15 ZONING REVIEW OATS 14. When planting on slopes, set tree so top-most root in the ball on 36. After the landscape plan Is approved by the governmental _ GATE SERVICE STATION- PLANT LIST the uphill side is even with the soil. The side of the root ball on the agency any subsequent changes must be resubmitted 3 03.18.16 WATERSTAR OWNER REVIEW downhill side will be well above the surrounding soil. Soil shall cover the for review and approval. 4 05.25.16 APPEAL HEARING OD�ITS sides of the root ball. Mulch shall cover the edge of the rootball and not 37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE. SALT piled on top. 38. Do not plant trees below Normal Water Line (NWL) see civil drawings. SYM DESCRIPTION SIZE SPACING NOTES* TOLERANCE 15. Planting beds shall be cut or edged to form a uniform clean Sod all 4:1 or greater slopes. Seed all other disturbed areas. line between beds and lawn areas. 39. The LANDSCAPE CONTRACTOR shall provide a photo shop submittal to " AK" 14'-16' x 7-8' 4" CAL., 6' CT., MATCHED AS SHOWN FYN, FF, WW HIGH 16. After all plant material in a plant bed area has been installed and LANDSCAPE ARCHITECT prior to installation. Written approval must be received 0 QV QUERCUS VIRGINIANA CATHEDRAL LIVE 0 prior to installation. approved, the areas between plants shall be raked to an even grade to " " � conform to premulching finish grades. All planting beds and plant saucers LI LAGERSTROMEIA INDICA DYNAMITE CRAPE MYRTLE 10 -12 X 6', STANDARD 3 CAL., 4 CT, MATCHED AS SHOWN F , FF, WW, OHE MEDIUM shall then be uniformly covered with a minimum two (2) to three (3) inches E " " � of #2 grade or better of pine bark mini-nuggets. TA TAXODIUM ASCENDENS POND CYPRESS 14'-16" x 7-9', 4 CAL., 6 CT, MATCHED AS SHOWN , FYN, FF, WW MEDIUM O UP ULMUS PARVIFOLIA "DRAKE ELM" i0'-12' x 5-6', 2" CAL., 4' CT., MATCHED AS SHOWN FYN, FF, WW, OHE MEDIUM I SP SABAL PALMETTO "CABBAGE PALM" 12-16' CT., FULL HEAD, MATCHED AS SHOWN FYN, FF, WW HIGH GATE STATION AT ATLANTIC BEACH - LANDSCAPE REQUIREMENTS co ICH ILEX CASSINE "DAHOON HOLLY" 12'-14' x 4'-5', 3" CAL., 4' CT., MATCHED AS SHOWN N, YN, FF, WW, OHE MEDIUM THIS DRAWING NOT RELEASED FOR FRONTAGE/ GREEN AREA GREEN AREA TREES REQ'D / SHRUBS SHRUBS CONSTRUCTION UNLESS SO NOTED N INSH-1 ILEX X "NELLIE STEVENS HOLLY" 6-8' x 4'-5', 3" CAL., FTG, MATCHED AS SHOWN F FF, WW, OHE MEDIUM PROPERTY AREA REQUIRED SF PROV'D SF SHADE REQ'D REQ'D PROV'D Q ABOVE C4 CH CHAMEROPS HUMILIS "EUROPEAN FAN PALM" 3'-4' x 2'-3', standard TRK, MATCHED AS SHOWN F FF, WW, OHE MEDIUM U SHEET TITLE 0 INTERIOR VUA 37,987 SF 3798 4051 10 / 5 0 LJ LIGUSTRUM JAPONICA "LIGUSTRUM 36" x 30", FULL, MATCHED 36" OC. FYN, FF, WW HIGH 3798 x .25 = 950/9 106 106+ (� CM ICs DLC LOROPETALUM CHINENSE "DWARF RUBY LOROPETALUM" 16" x 18", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUM STREET FRONTAGE LANDSCAPE :o IVN ILEX VOMITORIA "SCHILLINGS HOLLY" 16" x 16", FULL, MATCHED 36" OC. FYN, FF, WW HIGH NORTH 223 LF 2230 2444 5 / 3 �0 X PLAN PM PODOCARPUS MACROPHYLLUS "JAPANESE YEW" 36" x 24", FULL, MATCHED 36" OC. FYN, FF, WW MEDIUM 223 x .75 = 169/3 56 56+ 7 Q FAX TRIPSACUM DACTYLAIDES "DWARF FAKAHATCHEE" 18" x 18", FULL, MATCHED 36" OC. N, FYN, FF, WW MEDIUM SOUTH 225 LF 2250 2608 5 / 3 to JP JUNIPERUS CHINENSIS "PARSONII JUNIPER" 16" x 18", FULL, MATCHED 30" OC. FYN, FF, WW MEDIUM 223 x .75 = 169/3 56 56+ NOTE: s.. ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC EAST 77 LF 770 989 2 / 1 RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF LM LIRIOPE MUSCARI "VARIEGATED EVERGREEN GIANT" 16" x 16", FULL, MATCHED 18" OC. FYN, FF, WW MEDIUM - .� 77 x .75 - 58/3 19 19+ PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE ��•�� O• v7 / OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS, M NOTE: PALM PLACEMENTS = 3 SHADE TREES AND 4 NON-SHADE TREES r 0 CONTACTS JRWMD LAND ANY OTHER GOVERNMENTAL 3000 SF SOD PASPALUM NOTATUM "ARGENTINE BAHIA" - TSA FREE (WEED FREE) ADJACENT PROPERTY AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS r L 1 STATE OF (APPROX.) SOD ALL 4:1 SLOPES OR GREATER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR 0 N R QUIRE GOVERNMENT APPROVAL WEST 200 LF 1000 1491 4 / 2 46 HOURS YOU p� `°�°e „�►"« SELECTED SOD SPECIES MEETS ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL E 00000046 200 x .75 = 150/3 50 50+ ( N-NATIVE FYN- FLORIDA YARDS 8, NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008, lluv-4312-4770 30 0 15 30 JANET 0 WHITMILL RLA PLANT LIST LEGEND. , /1'SThELAWNfLA�4 LA00001289 S H E E T PROSSER o OHE - JEA OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST) DATE: _______ TOTAL 10048 11583 26 / 14 287 354 0 LAJ WEn ! Y f5 , fs £ W m STP F F V M R z f ASAI V) - - - ..- .. .. .. ... .. .. ... is .........,................ ...........,...,...... .,., ........, ...........E X ? y� 1i O ,y, e Z W _._. _._....._.._..___ ...._.._ _. w TLM STP ASAI lot P .: 1 ✓ r z. 1 , ZIF V ------------------- ui 1 3 , Zt..,._...�....,......__ ----__,.______-__.�-_� � , z STP U TLM S�1 I . . . W ° :s c1 I 2191 V. o £ F 4� C2 if li, Li s o ..______ _.._ ._________ _. __._ 4131 c� TLM STP 7 ._.t AS f EO L I� Q 1 1 F �/ W...._ _.__.___._.._.W __. _....__._.._....,I a W II i SEGMENT LF SLOPE ao P 1A 205 .0035 3 ISOMETRIC VIEW NORTH = R 2A 205 .0035 �r VICINITY MAP w EO 3A 205 .0035 P 1 N.T.S. SEE SHEET P10 D 4A 205 .0035 = SCALE: 1" = 400' En P 1 B 39 .0035 0 2191 12 .0035 cb ~ 0 0 362 32 •0925 El a 39 .0772 ABBREVIATIONS SHEET INDEX a. Z D 4191 25 .0035 ASM ANNULAR SPACE MONITOR11 0 0 5 ,0 D 4192 10 .2422 STP SUBMURGED TURBINE PUMP UPP PIPE CROSSINGS PI PETROLEUM SYSTEM INSTALLATION PLAN II CAI TOTAL 977 TLM TANK LEVEL MONITOR o V VENT & VAPOR (INVERT ELEVS.) P2 HORIZONTAL AND VERTICAL CONTROL PLAN - � F FILL UPP PIPE DATA P3 EQUIPMENT SCHEDULE AND SCOPE U- DW DOUBLE WALL Q o R REGULAR UNLEADED R 6.46 o 6.42 P4 U.S.T. DETAILS AND SPECIFICATIONS Z 2 CROSSING DETAIL P PREMIUM O P 5.73 p CR 4.58 SIN 0 CROSSING Cl CROSSING C2 P5 S.T.P. SUMP AND MANHOLES Cn � D DIESEL m Pi SCALE 1" = 10' EO ETHANOL FREE P6 DISPENSER RELATED DETAILS 0 P7 PIPING DETAILS AND SPECIFICATIONS Z r x _. __. . P8 TANK SAFETY PLAN 3 , I � - P9 PETROLEUM SPECIFICATIONS P10 PETROLEUM ISOMETRIC RENDERING " I En W � I � I � 1 ,...w• � W 0- RETAIL SALES _,� ,_.�._.�. w ,�.�. ._.�.�. SITE ADDRESS: W 6,4 00 S.F . �. -� � ■� m � = 10' DIA. ; ' �- I "" .�-_--• - _--_ _� . _ . .--.-- .-- _-_ . n-.__ r ,I __ _- Q-I I— , 30K-DOUBLE E .5 �" , -. 535 ATLANTIC BOULEVARD P4 WALL UST ■ _ ° I 4 .�--x ■ ATLANTIC BEACH FL 32233 W o REGULAR = C ) DUVAL COUNTY Q ~ i 0 P4 SHEETPILE SHORING = x x�"" I--I 3 ■ Z 4 TANK VENT AND (BY OTHERS) PARCEL DESCRIPTION: o P5 MANHOLE , 1 �-- (4 EACH) I I W ;I I 0# W 4 Property Use: COM O ' I ■ _ �...__...,. ..........v_µ Zoning: ACG � FILL RISER AND �__.w ..,, m ..:...._. _m. .,.. . .. ,,.�µ._..m .. _ _. _ ._- , ----- ._ _.. .k .__ _. _, . .. _._. C-4 � � MANHOLE `,4 -- � Property Acreage: 1.21 Ac. W �, 5 EACH) F W Z Li TAM LOCATION. E 10' DIA. ' 1 15K-DOUBLE 49. 2 / LAT. = 30019'29.37" N 4 I 1 , 2 3NOZ ON10VOI ■ � WALL UST e t �. 7 ,-_, _ Z CANOPY 6 � � � LONG.— 81'24'11.8011. W PREMIUM _ _.._ __...M_ _,.....,_.,_.. ,. � 1 (PREMIUM) N �,` S TANK PAD USING x 236 x i EMERGENCY 4 COLO PROTECTIVE ----- �' R _` _ 3000 PSI CONCRETE DRIVE APRON UNDER _ _ _ F (19Y STEEL ■ - o c3 WOO- BOLLARD U VENT STANCHION I ���- 3`)— SWITCH BOLLARD , �;[ OTHERS) , Z P (3 - 2" RISERS) ._ __ __ `,c ________ ---------------P-3- .w.___..___ --------------------- -- ( ) I � 3' PVC � ��.� �,. -- �_____________ �. _____ _.�=w______ __-_______,�- 28 EACH :� o (1 - 3" RISER) „�,_ 1 18.0 ° (BY OTHERS) I 22.2. __j CnC �■ ---- --------vI --------------------r--------------------------- -- -------------- -------------------- '----- ----------------- --- I ----- IX I 3A(EO) I I 1_1 .0 1 3+1+1 1 3+11+1 3+1+1 4A(D) i 3+1+1 3+1+1 1 1 1 3+1 1 N � 7u1 s�, I �-- �— �- I � Q 00 F v D _ t °1 0 I EXISTING RESTAURANT CID w _ ---,�..-_ I 51 7IN Hl 2 � �� t STMY s�ucxo � w� � N W o _ __ i 7 6 g 4 3 2 1 i �a� ------ E N U- 'Fv O° A° I I , _ N I NOTE. _GRADES SHOWN ARE I v r y tr 2 SINGLE WALL 3b.14' 1 z FIBERGLASS VENT MULTI-PRODUCT 2 DIA. SEMS-R1G D, , 9�0�� .r ,. I �. . Q o ■ E.S.O. � co PIPING (3 DIESEL) ■ EMERGENCY 4 DISPENSER VAIN P2 DOUBLE WALL OVERHEAD r _. SHUT-OFF �.. .: e�._.._� w _�_.�_ .__ I��.� �, M Av/m �' , . g SIMTCH WAYNE HELIX 3000 (SEE P2 FOR INVERT (BY - = • ■ ELEVATIONS) OTHERS) o- W 10 DIA. ■ (7 EACH) � . COVEM COW � ■ �,•.r � E v -DOUBLE 49.03 • .i WALL UST W (DIESEL) __ . . ._ . , . . - ., _ . . - .. . . .____,. . . ...... . .CJ5 V) co a L4_ 30.4' 0 t7 S ' • o 5CRl " W WLIJ -------------- V)x Z f N OD N Z SEE DETAIL 6 �Zo 'o W 6 �+ 6 DIA. 5K-DOUBLE TLM AND SHEET P7 FOR z Q WALL UST s MANHOLE 2 STP SUMP AND 2 ASM AND SPECIAL GENERAL z Cm cn MANHOLE MANHOLE o - ETHANOL FREE L?J P4 NOTES 1�■� 3 (4 EACH) (4 EACH) (4 EACH) �� BOULEVARD OULE ARD o Q 3 (105' ROW o _ o -'` Z No. CL --- —.: Cu 2112 04 � CY) 1 PE'TROLEUM SYSTEM INSTALLATION PLAN 0 ,0 20 DRAWING No. O P1 SCALE 1" = 20' P1 I- OF 10 d " ✓ Y I o" _ co FFE= 8.50 � ss k Yx x w 0 10 20 W � I y o I � ■ I , � I t I � ■ 1 I I ! I � � � I I c I RETAIL SALES x ■ 6,400 S.F. w ■ TY� _ `.�•.. a...,_...,,_ . ..................... ✓tee.. .'_ _. I I . - _ . . .. ��-- FFE= 8.50 � I ' ob 1 Z 49.02' �`. I SEE PRODUCT I � I I µ N LAYOUT DETAIL R _ _ _ _ _ _ _ _ _ _ _ I m _ m /<---_ ------+� LA ��- _ ---------------------�xF--------------------r � _ lial 18.0 ' e_ X R " 7.51#i o ■ ` ' P ` ------------------ ' --------------------------------- ' ------ -------------------------- ' ------ ---- • ------- °'■ I F v i- 34.00' 34.00' 34.00' 34.00' 34.00' ? 34.00' t _. _ . NOM- GRADES SHOWN ARE ~' „_ (Jt I 6 € I 1 Ii v P £ / .65 ------ CANOPY SLAB ELEVATIONS i I -------------------5't=EZ`tVIC t� 7W I O O ■ ; � p O O O I € .._ .. ,._ 17.8+,M7.9 8.0 8.20NM 8.3 ' 040 030 oz ® © , o • _ I :w_W ��8 l o � 0 0 8 0 o s 6 8 g ,0 ,4 4 3 o n� , ., i 7 6 5 2 I "'EOf.. 6■ €F'v CEO i i 't �_._.._._ m ---- ---------------------------- ------------------------------------------ ---- r _ ' W ■ .._W__ ..____:.. ;..... __._ �------�.. -------------------------------------------------------- ------------------------------------------------- ------ � I FUELING ..��..:._... ..w.._ ,,; 1- w 31.14 I z �'` o ■ POSITION EL 12 cn a . . ■ ■ � . ■ � . . �..�LL . . � ■ ■ MEMEN � . . � ■ ■ . . � . . � . . � . . � . . � . . � . . � . . . M ■ ■ � ■ ■ . Q o 30.x•' U --, 40 c_n d , a a a , ; s,. ¢.•' 4, a `' ATL NT1C BOULEVARDMEN L-. (105' Row) .. 0 z 0 0 15 30 w 13- z z ATLANTIC BOULEVARD z {105' IOW} `�' O o w W VERTICAL CONTROL P 1 CONTROL 2 2 Wz �5 P2 SC 1" = 20' P2 SCALE 1 = 30 w W D o Q I� a � o F Y U t ( 3 I E f z o t2 £ F O £ �--- cn Q N TOS 8.01 TOS 8.25 TOS 8.37 TOS 8.49 f 8.61 TOS 8.73 TOS .13 f FG 8.08 € ' FG 8.20 FG 7.84 FG .96 FG 8.32 FG 8.44 FG 8.56 f INVERT .63 INVERT 6.75 INVERT 6.87 INVERT 6.99 INVERT 7.11 INVERT 7.23 INVERT 6.51 I BOS 5.34 BOS .46 f BOS 5.58 BOS 5.70 BOS 5.82 BOS 5.94 BOS 6.06 Y TOF .00 TOF 5.00 TOF 5.00 TOF 5.00 TOF 5.00 TOF 5.00 z 2 TOF 5.00 , I k p) O __ w... _ „ - 2" UPP f __. 34 LF - 2" UPP 34 LF - 2" UPP - .._a t 34 LF - 2" UPP 34 LF - 2" UPP w- 34 LF 2 UPP 34 F E (S=.0035) �y5 � _ = 35 S-.0035_ _.. -. . . _ _ w m __. LENGTH F (S=.0035) - {S-.0035} (S .00 ) ( - } 00 MS .0035N t SLOPE } 00 coo I- £ VARIES t ,. ..,,.,_...,,,,. ._..,,..... ................._.. ._.,.„..... L c O TANK a o CV LL N oCN 040(*,* 2 . t k w FL o o � Lu a �0 > o W � ¢ y w VI A TI O N S ABBRE Q � � o M H LID 7.81 TOF TOP OF FOOTER W N z FG 7.73 MH LID 7.91 MH LID 7.78 MH LID 7.66 MH MANHOLE 0 w TOS 7.34 FG 7.83 FG 7.70 FG 7.58 FG FINISHED GRADE (V4 Q :: x:.,_ w TOS 7.34 __w__ w .H TOS 7.34w TOS 7.34 _ _ TOS TOP OF SUMP c� INVERTS 3.50 __ - INVERTS 3.50 - N. V)o N z BOS 3.00 INVERTS 4.00 INVERTS 4.00 BOS BOTTOM OF SUMP - TOT 2.67 BOS 3.00 BOS 3.00 BOS 3.00 TOT TOP OF TANK z w TOT 2.67 TOT 2.67 TOT 2.67 z EO-SUMP _ _ R-SUMP R REGULAR UNLEADED N D SUMP P SUMP P PREMIUM • � D DIESEL Q 3 EO ETHANOL FREE E ci a 0 PROJECT No. o _- 2112 N, � a�►w� No. 3 VERTICAL CONTROL SECTIONS S�l P2 777� © P2 N.T.S. - LOOKING WEST 2 of 10 U • O W 2 PETROLEUM SCOPE OF WORK -1� SCHEDULE OFEQUIPMENT AND MATERIALS W P3 P3 W J _ w SCOPE OF WORK - PETROLEUM CONTRACTOR OWNER: GATE PETROLEUM COMPANY a- � GENERAL NOTES/PRE-CONSTRUCTION PET = PETROLEUM CONTRACTOR 1. PETROLEUM CONTRACTOR SHALL COORDINATE ALL WORK WITH MIKE JUNK AT (904) 448-2945. # PART DESCRIPTION MANUFACTURER MODEL # UNIT QTY. FURN. INST. z 2. CONTRACTOR SHALL OBTAIN ALL REQUIRED CONSTRUCTION PERMITS FOR THE PROPOSED WORK INCLUDING TANKS AND ASSOCIATED EQUIPMENT 0 z BUT NOT LIMITED TO UNDERGROUND INSTALLATION PERMIT. ALL WORK SHALL BE PERFORMED IN 1 UNDERGROUND STORAGE TANK MODERN WELDING DOUBLE WALL GLASTEEL 1 WITH HOLD DOWN STRAPS AND SUMP ATTACHMENT KITS EA OWNER PET z ACCORDANCE WITH ALL APPLICABLE CITY AND COUNTY CODES. 2 GEOTEXTILE FABRIC MIRAFI 50OX WOVEN POLYPROPYLENE GEOTEXTILE FABRIC EA PET PET 3 CORROSION CONTROL TAPE POLYKEN 826 (OR APPROVED EQUAL) EA PET PET 3. CONTRACTOR SHALL REVIEW AND REFERENCE ALL CIVIL, ARCHITECTURAL AND CANOPY CONSTRUCTION 4 SUBMERSIBLE PUMP SUMP PETROLEUM CONTAINMENT INC. PC4540U (SHALLOW BURIAL); PC4560U (DEEP BURIAL) EA PET PET DRAWINGS PRIOR TO BID. ALL ASPECTS OF PETROLEUM CONTRACTOR'S RESPONSIBILITY SHALL BE 5 SUBMERSIBLE PUMP F.E. PETRO 2 HP VARIABLE SPEED (GASOLINE) EA PET PET 0 COORDINATED WITH OTHER CONTRACTORS WORKING ON PROJECT. CONTRACTOR SHALL REVIEW AND 6 SUBMERSIBLE PUMP F.E. PETRO 2 HP VARIABLE SPEED (DIESEL) EA PET PET o REFERENCE GEOTECHNICAL SOILS REPORT (IF COMPLETED) AND FOLLOW ALL GUIDELINES FOR AREAS OF 7 SUBMERSIBLE PUMP F.E. PETRO 3/4 HP STP (KEROSENE & ETHANOL FREE) EA PET PET w RESPONSIBILITY. ITEMS OF RESPONSIBILITY OUTLINED IN THE FULL CONSTRUCTION SET WILL BE 9 CONTROL BOX F.E. PETRO VARIABLE SPEED (GASOLINE, DIESEL) EA PET PET 0 CONSIDERED AS PART OF THE BID. CONTROL BOX F.E. PETRO FIXED SPEED (KEROSENE) EA PET PET 9 10 LEAK DETECTOR F.E. PETRO STP MUD-E(GAS) OR -D(DIESEL) EA PET PET 0 4. CONTRACTOR SHALL CONFIRM EXISTING ENVIRONMENTAL CONDITIONS WITH GATE PETROLEUM PRIOR TO 11 2" BALL VALVE PEMCO PEM 64020 FP EA PET PET CONSTRUCTION AND COORDINATE RESPONSIBILITIES ASSOCIATED WITH HANDLING CONTAMINATED SOIL 12 OVERFILL DROP TUBE FRANKLIN (OR APPROVED EQUAL) EA PET PET OR GROUNDWATER, AND DEALING WITH EXISTING WELLS AND/OR REMEDIATION SYSTEM COMPONENTS (IF 13 OVERSPILL BUCKET FAIRFIELD SCM-5DFL EA PET PET 14 OVERSPILL BUCKET (VAPOR RECOVERY POINTS ONLY) OPW 1 C-3101 P EA PET PET a APPLICABLE). 15 4" STRAIGHT DROP TUBES EMCO-WHEATON A0020-005 EA PET PET 0 16 VAPOR ADAPTOR PEMCO 5503X4 EA PET PET 5. VERIFY ALL FIELD DIMENSIONS PRIOR TO CONSTRUCTION. 17 VAPOR CAP PEMCO 555 EA PET PET i 6. ALL NON-PETROLEUM SITE DESIGN FEATURES HAVE BEEN BASED ON CIVIL PLANS PREPARED BY PROSSER. 18 EXTRACTOR ASSEMBLY (10K, 12K, 15K& 20K GAL TANKS) PEMCO 5104432 EA PET PET 0 CONTRACTOR SHALL CONFIRM LATEST SITE LAYOUT WITH GC AND GATE PETROLEUM PRIOR TO 19 EXTRACTOR ASSEMBLY (25K GAL TANKS) PEMCO 5104433LC EA PET PET a.a. 20 3"x6" BALL FLOAT PEMCO 5153618 EA PET PET cn CONSTRUCTION. 21 2" VENT, STAGE II VAPOR RECOVERY PIPING AMERON DUALOY 3000-L EA PET PET 12 0 7. PETROLEUM CONTRACTOR SHALL PROVIDE A DETAILED CONSTRUCTION SCHEDULE WITH BID. 22 3" VENT, STAGE 11 VAPOR RECOVERY PIPING AMERON DUALOY 3000-L EA PET PET 23 VENT RISER - GALVANIZED STEEL SCHEDULE 40 DOMESTIC EA PET PET 31 �j 41 0 8. PETROLEUM CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER UTILITY CLEARANCES USING PROPER 24 PRESSURIZED VENT CAP (GASOLINE) PEMCO PEM 265 EA PET PET 0- NOTIFICATION PERIODS PRIOR TO CONDUCTING TRENCHING OR EXCAVATING ACTIVITIES. 25 STANDARD VENT CAP (DIESEL AND KEROSENE) PEMCO PEM 25 EA PET PET 0 26 VENT YOKE - 3"X 3"X 3/16" STEEL TUBING EA PET PET Q 0 9. PETROLEUM CONTRACTOR SHALL PROVIDE EQUIPMENT AND MATERIAL SUBMITTALS/SHOP DRAWINGS TO 27 4" EXTRACTOR VALVEo PEMCO PEM 510 EA PET PET cn GATE PETROLEUM'S ENGINEER AND RECEIVE APPROVAL FROM GATE PRIOR TO ORDERING. 28 2"X 6" BALL FLOAT PEMCO PEM 515 EA PET PET U- 10. CONTRACTOR SHALL COORDINATE WITH GATE PETROLEUM AND SHEETPILE DESIGN COMPANY REGARDING 29 42" MANHOLE OPW P44CD-PL10 EA PET PET 0 PROTECTION OR EXCAVATION FROM COLLAPSE, SHEETPILING, SHORING, AND OTHER PROTECTIVE 30 18" MANHOLE OPW 104A-1800 EA PET PET zo 31 TANK FILL COVER/ID TAGS REGULAR UNLEADED OPW 1 TAG-1000; 1 TAG-1010 EA PET PET MEASURES DEPICTED HEREIN SHALL BE DESIGNED BY OTHERS. PETROLEUM CONTRACTOR SHALL 32 TANK FILL COVER/ID TAGS PREMIUM UNLEADED OPW 1 TAG-3000; 1 TAG-3010 EA PET PET cn COORDINATE CONSTRUCTION WITH SHEETPILE CONTRACTOR AS NEEDED BEFORE AND DURING 33 TANK FILL COVER/ID TAGS DIESEL OPW 1 TAG-4000; 1 TAG-4010 EA PET PET w CONSTRUCTION. PRIOR TO START OF CONSTRUCTION, CONTRACTOR MUST VERIFY PLANS-REVISION DATES. 34 TANK FILL COVER/ID TAGS ETHANOL FREE OPW 1 TAG-2000; 1 TAG-2010 EA PET PET 35 TANK FILL COVER/ID TAGS VAPOR RECOVERY OPW 1 TAG-7000; 1 TAG-7010 EA PET PET z GENERAL PETROLEUM SCOPE 11. INSTALL OWNER FURNISHED UNDERGROUND STORAGE TANKS. DISPENSERS AND ASSOCIATED EQUIPMENT 3 w 12. INSTALL NEW MANHOLES, STP MANHOLES, AND FILL/OVERSPILL BUCKETS AT NEW USTs. 36 DISPENSER WAYNE HELIX 4000 W/CALL BUTTON & SPEAKER EA OWNER PET W cn 37 DISPENSER WAYNE HELIX 5000 DUEL BLENDER (3+1+1) W/CALL BUTTON & SPEAKER EA OWNER PET1.4 E2 13. PETROLEUM CONTRACTOR SHALL CALL GATE PETROLEUM (904) 448-2945 TO SCHEDULE TESTING FOR ALL 38 DISPENSER ---- ---------------------------------- EA OWNER PET Q x EX39 DISPENSER ---- ----------- -------- EA OWNER PET EXCAVATED SOIL. ALL CONTAMINATED SOIL (IF ENCOUNTERED) WILL BE HAULED OFF-SITE AND DISPOSED --------------- Q W OF BY AN ENVIRONMENTAL COMPANY DESIGNATED BY GATE PETROLEUM. 40 3/4„ SWIVEL HUSKY HSK 0350 EA OWNER PET W W w 41 3/4 BREAKAWAY CATLOW CTM 75 EA OWNER PET 14. BACKFILL ALL EXCAVATED AREAS WITH CLEAN, WELL COMPACTED, APPROVED BACKFILL MATERIAL. ALL 42 NOZZLE HUSKY BLACK (GASOLINE); BROWN (KEROSENE); GREEN (DIESEL); BLUE (NON-ETHANOL) EA OWNER PET W a BACKFILL MATERIAL SHALL BE PLACED IN NO GREATER THAN 2'-0" LIFTS OR PER GEOTECHNICAL REPORT 43 3/4 X 8 WHIP HOSE DAYCO 3/4 X 8 EA OWNER PET ..I 0 44 5/8" X 9'-6" HOSE (GASOLINE OR DIESEL) DAYCO 5/8" X 9'-6" - GREEN (DIESEL); BLACK (GASOLINE)" EA OWNER PET O U iE WHICHEVER IS MORE STRINGENT. BACKFILL SOIL MUST BE COMPACTED AND TESTED BY OWNER SUPPLIED 45 5/8" X 12' HOSE NON-ETHANOL DAYCO 5/8" X 12' - BLUE (NON-ETHANOL)" EA OWNER PET 3 TESTING COMPANY. CONTRACTOR TO RECEIVE COPIES OF TESTING REPORTS FROM GATE PETROLEUM'S 46 DISPENSER SUMP - WAYNE HELIX 4000 PCI DCL 170266 EA PET PET E-4 0 TESTING COMPANY. 47 DISPENSER SUMP - WAYNE HELIX 5000 PCI DCL 170374 EA PET PET Q E 48 SHEAR VALVE OPW 1OBFP-5726 EA PET PET W W Z 0 15. BACKFILL AROUND TANKS AND RISERS WITH PEA GRAVEL AS DEPICTED IN PLANS. 49 SHEAR VALVE MOUNTING BRACKET _ GILBARCO ENCORE UPP SBK-3 EA PET PET 0 50 SHEAR VALVE MOUNTING BRACKET GILBARCO LEGACY UPP SBK-3 EA PET PET w 16. COORDINATE WITH GENERAL CONTRACTOR REGARDING INSTALLATION OF CONCRETE GAS ISLAND AND W Q..4 w TANK SLAB. TANK SLAB TO BE 8" THICK 3,000 PSI CONCRETE. GAS ISLAND SLAB TO BE 6" THICK 3,000 PSI PIPES AND FITTINGS P-1 w CONCRETE. ALL CONCRETE SHALL HAVE POSITIVE WATER RUNOFF AWAY FROM DISPENSERS AND TANK Q 0 OPENINGS. 51 PRIMARY PRODUCT PIPE 2" UPP SEMI RIGID EA PET PET W cn 52 SECONDARY CONTAINMENT PIPE (INTEGRAL TO PRIMARY) UPP SEMI RIGID EA PET PET 17. FURNISH AND INSTALL ALL PETROLEUM EQUIPMENT AS SPECIFIED IN THE ATTACHED DETAILS AND ON 53 2" PIPE ENTRY FITTNG UPP -- EA PET PET PETROLEUM MATERIAL SPECIFICATION SHEET. 54 2" ENTRY FITTING ALIGNMENT RINGS UPP -- EA PET PET 55 ELECTRICAL CONDUIT UPP -- EA PET PET U 18. INSTALL TEN (10) GATE PETROLEUM SUPPLIED GILBARCO DISPENSERS WITH SUMPS, SHEAR VALVES, AND 56 1" SEMI RIGID CONDUIT ENTRY BOOT UPP -- EA PET PET z ALL HOSE ASSEMBLY HARDWARE. PROVIDE ALL NECESSARY PERSONNEL TRAINING AND START-UP. 57 FEMALE SWIVEL PIPE COUPLING UPP -- EA PET PET 0 19. INSTALL GILBARCO TANK MONITORING SYSTEM AND VERIFONE PUMP CONTROLLER SYSTEM. BID TO 58 TEE FITTING UPP EA PET PET CD 59 ELBOW FITTING UPP EA PET PET � INCLUDE REQUIREMENTS FOR A COMPLETE INSTALLATION PER LOCAL JURISDICTION. 60 MALE TRANSITION ADAPTOR UPP -- EA PET PET w 61 FEMALE TO MALE REDUCER TRANSITION UPP -- EA PET G.C. o 20. FURNISH AND INSTALL NEW FILTERS AFTER ALL PRODUCT LINES HAVE BEEN PURGED AND METERS 62 TEST BOOT, 3" TO 2" FRP INTERSTICE UPP -- EA PET PET zCALIBRATED. PURGE 200 GALLONS FROM EACH HOSE. 63 TEST JUMPER KIT UPP -- EA PET PET co C 64 TEST LINE TERMINATION KIT UPP -- EA PET PET cn 21. BALLAST TANKS WITH WATER. CONTRACTOR SHALL PROVIDE ON-SITE SUPERVISION DURING PRODUCT 65 SECONDARY LINE TEST GAUGE/VALVE ASSEMBLY UPP -- EA PET PET N ti U- DROP ACTIVITIES AFTER TANK CLEARED OF ALL WATER. 66 POLYURETHANE SEALANT UPP -- EA PET PET M -, �' Z 0 67 1 1/2" DIAMETER FLEX CONNECTORS FRANKLIN UL15 EA PET PET N 22. PLACE DECALS ON FILL CAPS PER SPECIFIED COLORS. =' "� UNLEADED - WHITE MONITORING AND CONTROLS ;- . * '• 0 � cl- PREMIUM - RED 68 PUMP CONTROLLER/CONSOLE RETALIX -- EA OWNER PETz az 69 PUMP CONTROLLER/CONSOLE GILBARCO DUEL BOARD DISTRIBUTION BOX - PA02610000020 EA OWNER PET o:�, DIESEL - YELLOW 70 PUMP CONTROLLER/CONSOLE ALLIED NEXGEN EA OWNER PET ' w w E85 - BLUE 71 PUMP CONTROLLER/CONSOLE GILBARCO GSM - PA002580000-GAT EA OWNER PET _ce v 72 PUMP CONTROLLER CONSOLE GILBARCO GSM - N 55028-01 ETHANOL FREE - GREEN 73 TANK MONITOR / TLS-350 S -ADAPTER P/ REVD EA OWNER PET � Y -� W VEEDER-ROOT TLS 350 EA OWNER PET Lo Q = Q ch 74 TANK MONITOR VEEDER-ROOT 4 TANK PROBE MODULE - PA0263000104 EA OWNER PET Co < o VENT - ORANGE 75 TANK MONITOR VEEDER-ROOT 8 INPUT SENSOR MODULE - PA02630000102 EA OWNER PET CN 76 TANK MONITOR VEEDER-ROOT MAG 1 PROBES - PA2650 1OFT. GAS EA OWNER PET W z CONTRACT CLOSE-OUT 77 TANK MONITOR VEEDER-ROOT MAG 1 PROBES - PA2650 10 FT. DIESEL w EA OWNER PET �' � 0 w 78 TANK MONITOR VEEDER-ROOT INTERSTITIAL LIQUID SENSORS (TANK INTERSTICE) - PA02591144000 EA OWNER PET `� Q 23. CONTRACTOR SHALL INCLUDE IN BID A 3RD PARTY PRECISION LINE AND LEAK DETECTION TEST FOR VENTS, c9� ce PRIMARY AND SECONDARY PIPING AND TANKS. CONTRACTOR SHALL COORDINATE SCHEDULING OF TEST 79 TANK MONITOR VEEDER-ROOT STP MAG SUMP SENSORS #857080-101 (GAS); #857080-111 (DIESEL) EA OWNER PET z 80 TANK MONITOR - - - V)o co Ic- - WITH GATE PETROLEUM. COPY OF TESTING TO BE PROVIDED TO GATE PETROLEUM UPON COMPLETION. VEEDER ROOT 4 CAP MOR 3054 EA PET PET •r N W 81 TANK MONITOR VEEDER-ROOT 4" ADAPTER - MOR - 305P EA PET PET o Q 24. PETROLEUM CONTRACTOR SHALL PERFORM A 4HR HYDROSTATIC TEST ON ALL CONTAINMENT SUMPS AND 82 TANK MONITOR VEEDER-ROOT 2" CAP AND ADAPTER - Q12312-01 EA PET PET c z i N V V 3 - DISPENSER LINERS/SUMPS AT INITIAL INSTALLATION. � .a 0 Q ? 25. PROVIDE COPIES OF ALL WARRANTY DOCUMENTATION, TANK CHARTS AND TESTING DOCUMENTATION TO (� W 9 31:E GATE PETROLEUM UPON COMPLETION OF JOB AND PRIOR TO RECEIPT OF FINAL PAYMENT. 40k%, o yo cn 26. INCLUDE EQUIPMENT START-UP AND PERSONNEL TRAINING ON ALL SUPPLIED EQUIPMENT. PROTECT No.ld 27. PROVIDE AS-BUILT DRAWING TO GATE PETROLEUM. 40cl '' 2112 cu Nrn I 28. MAINTAIN AIR PRESSURE ON FUEL LINES AT ALL TIMES DURING CONSTRUCTION. ALL LINES MUST BE VERIFIED TO HOLD PRESSURE BEFORE PRODUCT IS INTRODUCED. AIR TEST VENT LINES. No' >- P3 U 3 of 10 - c1- 3" W/3"x 2" NYLON BUSHI G FOR MONITORING 34.50' 2"x 1/4" BUSHING FOR VAL E/VACUUM GAUGE LIFT LUG 5" W/5" x 4" NYLON LIFT LUG W BUSHING, INSTALLED TYPICAL 4 PLACES Cr W I 2.67 X SLOPE TANK 2% w --- -------------- -------------------- -------------- -- L'-I I 1 42" SUMP COLLAR I 1 I1 GLASSED ON, Z 1.7 PROJECT/S E CONDITIONS 24" BOLTED MANWAY 0 FUEL STORAGE SYSTEMS 1.7.1 Verification of Dimensions }- III•� 2.91 COVER #MS-139-12 1.9 8 1 O I Index After becoming familiar with all details of the project, the Q III 1/4" PRIMARY L&JPART 1 GENERAL 1 PAContractor shall verify dimensions in the field, and advise the I 1 SYSTEM DESCRIPTION Contracting Officer of any discrepancy before performing any work. � 0 SECONDARY HEADS 1.2 1 0 1.3 NOT USED 1.7.2 Fuel Supply 111:2 I - - - - _ fAN V 1.4 QUALIFICATIONS 0- Q 1.4.1 encs cleaning, and testing of materials, C Experience Fuel required for the flushing, g g 1.4.2 Welding equipment, piping, meters, pumps, instruments, etc., as specified in Z 1.5 REGULATORY REQUIREMENTS this section shall be provided by the Contracting Officer. Fuel will 1.5.1 Permitting be provided by tank trucks. The Contractor shall provide the labor, 111 rJ 1.5.2 Registration equipment, appliances, and materials required for the flushing, 1 FILL TUBE W 1.6 DELIVERY, STORAGE, AND HANDLING N III cleaning. and testing operations. Systems shall not be flushed, o P4 1.7 PROJECT/SITE CONDITIONS cleaned, or tested with any fuel or liquid not intended for final I I I1 1.7.1 Verification of Dimensions system operation. Fuel used in the system shall remain the property REGULAR 1/4" PRIMARY SHELL ly 1.7.2 Fuel Supply of the owner. Fuel shortages not attributable to normal handing I I I N DET. #1 DET. #1 1 0 11.77..T 2 Safety Requirements losses shall be reimbursed to the owner. 1 i 1 30,000 GALLON CAPACITY I 10 Ga. SECONDARY SHELL 2.1 STANDARD PRODUCTS 1.7.3 Safety Requirements �_• 2.2 NAMEPLATES AND LABELING W 2.3 ELECTRICAL WORK Exposed moving porta, parts that produce high operating temperatures ------------------ -------------------- -- -- 2.4 MATERIALS IN CONTACT 1MTH FUEL and pressures, parts which may be electrically energized, and parts Q 2.5 BELOWGROUND STORAGE TANK that may be a hazard to operating personnel shall be Insulated, fully 2.5.1 Double-Walled Steel Tank enclosed, guarded, or fitted with other types of safety devices. Q 2.5.2 Tank Manway Safety devices shall be Installed so that proper operation of 46.50' PRIMARY TANK 2.5.3 Internal Tank Ladder equipment is not impaired. Q 2.5.4 Manway Containment Sump MR Tank Striker/Impact Rates PART 2 PRODUCTS 2.5.6 Tank Cleanout and Gauge Connection 5" W/5" x 4" NYLON 5" W/5" x 4" NYLON M 2.5.7 Tank Atmospheric Venting 2.1 STANDARD PRODUCTS LIFT LUG LIFT LUG LLJ 2.5.8 Tank Overfill Prevention Valve BUSHING INSTALLED s " BUSHING INSTALLED p 3" W/3"x 2" NYLON BUSHING FOR MONITORI � 3 W/3 x 2 NYLON BUSHING FOR MONITORING Z 2.6 TANK GAUGES Materials and equipment shall be standard products of a manufacturer 2"x 1/4" BUSHING FOR VALVE/VACUUM GAUX TYPICAL 3 PLACES 7.92 2"x 1/4" BUSHING FOR VALVE/VACUUM GAUGE TYPICAL 3 PLACES 7.92 2.6.1 Stick Gauge regularly engaged in the manufacturing of such products, which are of = 2.6.2 Tank Calibration Charts o similar material. design and workmanship. The standard products I 2.6.3 Digital Tank Gauge System shall have been in satisfactory commercial or industrial use for 2 0 02.7 ADAPTERS AND COUPLERS years prior to bid opening. The 2 year use shall include applications IX 2.7.1 Tight-Flm Tight-Fit FII Adapter of equipment and materials under similar circustances 6„ and of similar G 2.7.2 Tight-Fit Vapor Recovery Adapter size. The 2 years experience shall be satisfactorily completed by a I 2.6 7 Ap IZ I 2.6 7 2.8 VEHICLE DISPENSING UNIT product which has been odd or is offered for sale on the commercial I11 SLOPE TANK 2% I I SLOPE TANK 2% I 12 2.8.1 Accounting Meter and Display market through advertisements. manufacturers catalogs, or brochures. �_ I I !� I I 2.8.2 Product Hose Products having less than a 2 year field service record will be logo Z 2.8.3 Nozzles acceptable if a certified record of satisfactory field operation. for 14 0 2.8.4 Electrical Controls not less than 6000 hours exclusive of the monufacturer's factory I I INNER J J F� 2.8.5 Emergency Shutoff Valve tests, can be shown. Products shall be supported by a service 42" SUMP COLLAR 42" SUMP COLLAR mss• 2.8.6 Dispenser Sump organization. System components shall be environmentally suitable for I I GLASSED ON, 11 GLASSED ON TANK 0 2.9 PUMPS the indicated locations. The completed installation shall conform to 24" BOLTED MANWAY 2.31 24" BOLTED MANWAY 2.31 » BOTTOM 2.9.1 Submersible Pump the applicable requirements of NFPA 30 or NFPA 30A, as applicable. 2.8 2.82 0- 2.10 SUPPLEMENTAL COMPONENTS I I COVER •MS-139-12 I 110, COVER .MS-139-12 I 3 DETAIL A 0 2.10.1 Earthwork 2.2 NAMEPLATES AND LABELING C C U 2.10.2 Street Manway Assembly Q I1•o II'll 0 2.10.3 Inspection Well Parts and equipment specified herein shall have an attached nameplate 0 1 I c O 1 I o P 4 N.T.S. � 2.10.4 Piping Containment Sump to list the manufacturers name, address, component type or style, w 11 _ _ _ TANK _ _ d 11x= TANK 2.10.8 Concrete Anchor Bolts _ _ _ _ _ - - P9 model or serial number. katal number, skit or size, and the FS 2.10.9 Bolts system which is controlled. Plates shall be durable and legible 2.10.10 Nuts throughout equipment life and made of stainless steel . Plates shall 11 a 0 0 2.10.11 Washers be fixed In prominent locations with nonferrous screws or bolts. 0 a: 0 a 2.10.12 Exterior Coating of Miscellaneous Items 1/4" PRIMARY & 11 1/4" PRIMARY !( Equipment, assemblies and parts shall be marked for identification in 11� -o 2.10.13 Buried Utility Tape accordance with MIL-STD-130 and MIL-STD-161. Identification tags made 6 �`+ SECONDARY HEADS 0 „ SECONDARY HEADS Z 2.11 MONITORING SYSTEM of brass, stainless steel, or engraved anodized aluminum, indicating V_ I I T_ I I;r, 2.11.1 Belowground Storage Tank System I I � 2.11.2 Belowground Piping System valve number and normally open (NO) or normally dosed (NC) shall be 11 N 11 N (/) installed on valves. Tags shall be 1-3/8 inch minimum diameter, and 1 DIESEL 77] C 2.11.3 Electronic Monitoring Panel marking shall be stamped or engraved. Indentations shall be black, R E M I U M 2.12 PIPING COMPONENTS for reading clarity. Tags shall be attached to valves with No 12 AWG, 1 I DET. j11 1/4" PRIMARY SMELL I I DET. jt1 114" PRIMARY SHELL PUMP SHAFT 2.12.1 Product Piping 2.12.2 Secondary Containment Piping copper wire, stainless or aluminum hanging wires, or chrome-plated I I 15. GALLON CAPACITY 10 Ga. SECONDARY SHELL I I 15,000 GALLON CAPACITY 1Q Ga. SECONDARY SHELL Ll 2.12.3 Vent and Vapor Recovery Piping beaded chain designed for that purpose. 2.12.4 Steel Pipe i Z 2.12.5 Fiberglass Reinforced Plastic (FRP) Pipe 2.3 ELECTRICAL WORK W 2.12'6 Valves Electrical equipment, motors, and wiring shall be M accordance with 25.67 25.67' 2.12.7 Accessories Section 16415 ELECTRICAL WORK, INTERIOR. Electrical bonding of PART 3 EXECUTION materials shall be performed M accordance with NFPA 70. 3.1 INSTALLATION 3 3.1.1 Belowground Storage Tank 2.4 MATERIALS IN CONTACT WITH FUEL 13i 3.1.2 Equipment Q 3.1.3 Piping Galvanized materials (zinc coated), brass, and lead shall not be W 3.1.4 Buried Utility Tape allowed in direct contact with any fuel. Aluminum, natural rubber, V) 3.1.5 Field Painting W 3.1.6 Framed instructions leather. PVC, and thermoset plastic shall not be used in the diesel � 3.2 TESTS system. 3.2.1 Belowground Storage Tank Tightness Tests 3.2.2 Manufacturers Tank Testa 2,5 BELOWGROUND STORAGE TANK 7.92' W 3.2.3 Exterior Coating for Belowground Steel Piping 2.5.1 Double-Walled Steel Tank PUMP INTAKE 3.2.4 Piping Pneumatic and Hydrostatic Teats LIFT LUG LIFT LUG T� W 3.2.5 System Performance Tests " " 42" SUMP COLLARIt S" W/5" x 4" NYLON V 1 O 3.3 FLUSHING. CLEANING AND ADJUSTING Tank shall be the double-wall type the full 360 degree circumference 3 W/3'x 2 NYLON BUSHING FOR MONITORING BUSHING, INSTALLED 3.3.1 Preparations for Flushing in accordance with ASTM D 4021. UL 1316, NFPA 30, and NFPA 30A. Tank 2"x U4" BUSHING FOR VALVE/VACUUM GAUGE " GLASSED AN TYPICAL 3 PLACES � 3.3.2 System Flushing construction shall be UL approved for storing fuel ethanol. 24 BOLTED MANWAY 3.3.3 Cleaning Equipment The exterior tank walls shall be separated from the interior tank COVER •MS-139-12 3.3.4 Initial System Adjustments walls by standoffs; thus creating an open space or interstitial. The 2.67 Q ju entire interstitial space shall be easily manitoroble for leaks. Tank SLOPE TANK 2% O � L) 3.4 DEMONSTRATIONS shall be designed and manufactured for belowground horizontal -+► FS FUEL STORAGE SYSTEMS installation. Tank shall have the UL label affixed to the exterior 3 surface of the tank. Tanks requiring concrete anchor pads shall be PART 1 GENERAL provided with hold,down strops and corrosion resistant accessories in 11 2.79 Q rs recommendation. Concrete anchor 2.31 F� 0 pads shall be constructed as indicated. _ 2 1/2 STO. PIPE INNER I"- 1.2 SYSTEM DESCRIPTION I I FOR NITORING 'TANK n _ The work shall include the design. fabrication and installation of the 2.5.2 Tank Manway - _ _ _ - entire fuel store and dispensing type system in conformance with TANK 0 pertinent federal•state, and loco code requirements. The completed Tank manway shall be provided with a manway cover and an interior tank BOTTOM Z F� Installation shall conform to NFPA 30 and NFPA 30A as applicable. ladder. Tank manway shall have an internal diameter of 36 inches. U4" PRIMARY AND w Tank manway shall be provided with a matching flanged watertight I I SECONDARY HEADS CL manway cover. Monway covers shall be constructed of cost steel in }- 1/4" PRIMARY SHELL ETHANOL FREE Q W 1.4 QUALIFICATIONS accordance with ASTM A 27/A 27M. grade 60-30 as a minimum. Manhole I 1 10 Go. SECONDARY SHELL 5•� GALLON CAPACITY DETAIL PPB"-" IX covers shall r for nontraffic. Pipe connections to a tank through a 4 � 1.4.1 Experience manway cover shall be through welded-in-place double tappered NPT 0 couplings. Nylon dielectric bushings shall be provided on all pipe ► P 4 Each installation Contractor shall have successfully completed at connections to a tank. The termination of fill linea within a tank N.T.S. 0 W least 3 projects of the sane scope and the some size or larger within shall be provided with an antiaplosh deflector. (n the last 6 years. Each installation Contractor shall demonstrate 0- 24.00' PRIMARY TANK specific Installation experience In regard to the specific system 2.5.3 Internal Tank Ladder K'1"N�TYP. TANK DETAILS. installation to be performed. Each installation Contractor shall have taken. if applicable, manufacturers training courses on the Interior tank ladder shall be constructed of either fiberglass or � - Q installation of piping, leak detection, and tank management systems stainless steel. The two stringers shall be a minimum 3/8 inch (� and meet the licensing requirements in the state. thick and a minimum 2 inches wide. The rungs shall be a minimum 3/4 p P 4 SCALE: 1" - 4' Inch rod on 12 inch centers. Members of the Madder shall be securely • 1.4.2 Welding affixed. Ladder shall be of sufficient length to extend from the W bottom of the tank to the top surface of the tank. Ladder shall be U Welding shall be in accordance with qualifying procedures using rigidly connected to the tank bottom in accordance with the tank Q Z performance qualified welders and welding operators. Wilding tests manufacturer's standard. Ladder shall be connected to the top of the Q CL N shall be performed at the work site. Procedures and welders shall be tank with pipe guides or slip bars to accommodate expansion of the two a- W (J) o qualified in accordance with ASME BPV Ix. Each welder or welding stringers. Q 0 operator shall apply his assigned symbol near each weld he makes as a > > � O permanent record. 2.5.4 Manway Containment Sump SEE P5 p 1.5 REGULATORY REQUIREMENTS Sump shall be provided above each tank manway and shall provide a p watertight connection either directly to the exterior of the tank or J Y Z (TYP.) CL Z 1.5.1 Permitting to the flanged manway opening. Each sump shall extend upward from the J Z Q O 0 00 tank to Just below the street manhole cover and permit access to the LL_ j 00 CL Contractor shall obtain necessary permits in conjunction with the interior of a tank without disturbing bacc;kfill. Each sump shall be 00 C) Installation of belowground storage tanks as required by federal, constructed of fiberglass reinforced plastic and be chemically n state, or local authority. compatible with the type of products being handed within the tank. A sump shall not be connected in any way to the street manway cover orN C4 77 1.5.2 Registration concrete above. Rainfall drainage from the street manhole above shall d M W not drain into the sump. Each sump shall be lardiameter than y �� �' LL Contractor shall obtain and complete all required tank registration the tank manway below. Each sump shall be capable of withstanding Z Q � z { . LIFTING s C7 forms required by federal. state, and local authorities. underground burial loads to be encountered. - I >. all C:) r LUG (TYP.) 1.6 DELIVERY, STORAGE. AND 2.5.4.1 Piping Penetrations O N N Stored items shall be protected from the weather and contamination. The aides of a containment sump shall allow the penetration of carrier ,- - O W Proper protection and care of material before, during, and after es, exterior containment tea, conduits, and as zwu a' �#M °Q' CL roP P 9 pipes, PP P ' SLOPE TANK 2% �`: rt; "` •r` . 0 installation shall be the Contractors responsibility. Any materials required. Penetrations in the containment sump sides shell be booted ., "; c� o • or sealed to ensure that liquid will not escape from the sum in the , r M . � (Y found to be damaged shall be replaced at the Contractors expense. q P P µ +:r{r.Z' {` 4. During installation, Piping and similar openings shall be capped to event that the liquid level within the sump rises above the pie F - -- ----_'------"�' -- ------- ----------- ------------ - -- - keep out dirt and other foreign matter. penetration. Boots and seals used shall be compatible with the fuel Y 0 to be handled. Boots and seals shall be water resistant to the influx , ` of ground water. Boots and seals shall be designed and installed to vs . z accommodate the anticipated amount of thermal expansion and Y aF I Ir wai '` Z Q i I II I x contraction to the piping system. Y C7 I- W ( 4 ALUMINUM FILL I � U.; 3 U 2.5.4.2 Access Cover , i I I TUBE WITH P OSi TVE I I I `" v = .� •j� zJ Where indicated, the entire top of a containment sump shall be capped p SHUTOFF r- W with a watetight access cover. Cover shall be constructed of theo o I MONITOR PROBE CL Cb Cf) same material as the sump. Cover shall have a larger diameter than M £ :,_< II I I _ < Li the tank manway cover below. Cover shall be easily removable through I I I GEOTEXTILE a the street manway above. O tC) �_. l� �, o FILTER FABRIC 0D lx7 W f 04 w. w W I I x PEA GRAVEL BACKFILL THROUGHOUT AND Q c� F lk PRODUCT LINE DITCH N 04 N r W _ . � z Z SPECIFICATIONS- z (n 5PETROLEUM 01 ...- �� U 0 P4 CONTINUES ON SHEET P9 2.0' 2.75' SEE DETAIL B 3 � SEE DETAIL A 2.0' SHEETPILE 2.0 000 GAL.1567 . 25 ' (15,000 ) MIN. SHORING PH«1ECT No. o cn 46.50' (30,000 GAL.) (DESIGN BY OTHERS) 2112 (D CU2 C(D LO ( V DOUBLE WALL TANK AND EXCAVATION SECTION ► N P4 SCALE: 1" = 4' P4 W , O H 4 F U g _ c� i ci W U J „ in 2 BALL VALVE w w SUBMERSIBLE CL � PUMP SUMP FLEX CONNECTOR - W OPW MODEL 2100 THREADED 4" TOP SEAL ADAPTOR VEEDER—ROOT BASE SPILL CONTAINER W AND CAP o SUMP SENSOR F. ALUMINUM COVER E. PETRO SUBMERSIBLE / W 2„ 90' PUMP W/ LEAK DE ECTOR �.. . a 'd 0 2" THREADED ADAPTOR ° d 4` °�: • . e 2" 90' UPP 4" BULKHEAD " w /' FITTING 2'-0n 1,_6� 2'_O" N 4"-6" FROM TOP p o OF SPILL BUCKET \ TO TOP OF FILL CAP e e 2" TEE ,� � ' ` q' �; "' � •` ° • va ` a !! e.a g O o 00 �" " '• a 4. Fn 2" THREADED ADAPTOR \ 0 \ / UPP DOUBLE WALL PIPING 2 �s—PRIMAR cin 2" 90, (4) #5 REBARS 4" SCH. 40 GALVANIZED RISER AROUND MH DOUBLE WALL o (O.C. BOTH I � WAYS, TYP.) 04 0 1" CONDUIT TO 1 CONDUIT TO TANK FITTING � PROBE PROBE U JUNCTION BOX U- 0 r4" DIA. OVERFILL o DROP TUBE (FRANKLIN) 05cna CONTAINMENT SUMP PUMP PLAN MEW z P5 N.T.S. U� ui W 3 � O � o �W W 3 CON CRETE SLAB DETAIL AT MANHOLES 5 FILL DETAIL xP5 N.T.S. --II P5 N.T.S. w w D W Q J o z 0 3 z �— a 0 42"0 MANHOLE WITH 8" CONCRETE SLAB AROUND W LIFT HANDLE TANK (SE DETAIL THIS f 0 SHEET FO ADDITIONAL a 4 O #5 REBARS AROUND MH 42-5/16 INFORMAT ON) WEATHERPROOF JUNCTION W � (O.C. BOTH WAYS, TYP.) BOX WITH 1/2" NPT THREADS (16 CUBIC INCH MINIMUM) ' 0 PAINT MANHOLE COVER $ Q Q-I PAINT MANHOLE COVER 4" TOP SEAL ADAPTOR W SEAL OFF • PER API COLOR CODE�''` Z PER API COLOR CODE AND CAP PEA GRAVEL (TYP.) �; • FIBERGLAS 2f 2 CORD GRIP SEALS � Q SUB—PUMP CONTAINMENT SUMP N SUPPLIED W/ PROBE AND LEAK DETECTOR Na (OR EQUAL ) a� EXTRACTOR FITTING � �� o G'OL/�e� C`� °��n0=� . ' �": 4. • : • Z �+ a. e3 DRAWN FOR o �" �. . 4..`. - 04 , ....... .....::: � CLARITY; SEE a . A o = MANWAY BUNG 4"-6" FROM TOP cr_ LOCATION DETAIL OF SPILL BUCKET CL TO TOP OF FILL CAP (4) #5 REBARS AROUND MH SPILL BUCKET (O.C. BOTH WAYS, TYP.) co co T' m 2"/3" GALVANIZED NIPPLE SPILL BUCKET 4" CAP ON RISER °OI ti w WEATHERPROOF `�' CORD SUPPLIED �� 2}{f Co N C:> I I ., - o �, o JUNCTION BOX WITH I I 60' CABLE (2 WIRE) 2 /3 GALVANIZED 90 ELBOW W/ PROBE $ " I I 3 4" CONDUIT FROM 1/2 NPT THREADS I I SUPPLIED TH LEAK 4 SCH. 40 / r 16 CUBIC INCH i i GALVANIZED RISER ANNULAR SPACE MONITOR _3/4 CONDUIT TO STP • ' ,� w ( I I SENSOR 2"/3" BELL x MALE ADAPTOR SUUMP JUNCTION BOX N ._ • 2"/3" u " Q_ MINIMUM i � CN . � 1" CONDUI TO = 4' CL 0ii PROBE USTVENTWALL FIBERGLASS STEELHRIS RGALVANIZED i- ir{t W — , = CIO v I I WITH BITUMASTIC COATING I I A FITTING I— SEAL OFF I I 2 UPP w. w PRIMARY FRODUCT x -v i i °- DBL. WALL PIPING cl- uj u v vb in I I U) MAGNETOSTRICTIVE PROBE c 0- a a U- o N NOTE: W w INCREASE THIS MINIMUM DIMENSION UPP w IF THE TANK DIAMETER DOES NOT a 4" BULKHEAD FITTING MATCH THE PROBE LENGTH. C� i VEEDER—ROOT (EXAMPLE: A 7�6" DIAMETER TANK V)o N WILL USE AN 8 PROBE. THE EXTRA .r z SUMP PROBE HEIGHT WILL BE LODGED IN N W SENSOR NOTE: THE RISER PIPE WHICH MUST BE 6" � z O 24"0 OPENING STAGE II VAPOR RECOVERY ADAPTOR x a� F LONGER THAN THE MIN. IN ORDER TO Q- c TOP OF TA NK AT REGULAR GRADE RISER ONLY. PROVIDE ROOM. — 36 0 • �� o LEAK SENSOR Q 3 2" P.V.C. SLEEVEo cn 0 FLEX CONNECTOR; SEE PROJECT No. CD MATERIAL AND EQUIPMENT 0 = 4"-1" W. X 2 ~ 1/2" H. SLOTS SCHEDULE C?,�, 2112 ccu� rn IN SLEEVE »c%j2 TYPICAL SUBMERGED PUMP DETAIL 4 21*/3 VENT LINE EXTRACTOR s AUTOMATIC TANK LEVEL MONITOR Dr ►w�a rvo. w 0 P5 N.T.S. P5 N.T.S. P5 N.T.S. > 5 OF 10 O W W J Wr__ .__________.__..__________ ______. � f a W I _ W WAYNEhel *ix z 5000 j O z i 1 . 55 3. 6 2 z -wood" loom (3 — Immmm NOW Wf �� p i W w t O _._.................._...._... r _ 0 0 0 0 :.,.....,»... ,,..........................._,..»,» ,.........,...,»._,......„.............,._ ..._,,_,.. ,,........... .. ...,..,...E V _m 0S Y. 8. 28 12 z O 0 9 . 28 0 0 En � Q U o H U- 0 O - z O On5 w CL ' z H o W E-4 V) ( 5 ISLAND DETAILcn a w a P 6 SCALE 1” = 2' Q Q w W W 3/4" ELECTRICAL CONDUIT 3/4" ELECTRICAL CONDUIT; 1-1/2- EMERGENCY E—I FOR SPEAKER 1 REQUIRED AT EACH SHUT-OFF VALVE 0 MULTI-HOSE DISPENSER INSTALLED PER O F MANUFACTURERS 3 INSTRUC11ONS z W RAIN LIP �y U i S Oe ^' CL a W a. � Q.• e G a •`/ O (� a q• Tn e L U 1-1 2"0 FLEX z 1" CONDUIT FURNISHED BY CONNECTOR CONTRACTOR c (n o u7 L C14 °� 1" CONDU T FOR SPEAKER FROM INTERMEDIATE DISPENSER C) z FURNISHED BY CONTRACTOR °O Q 2" DOUBLE WALL 0000 �. I PIPING (UPP)co ` W .. C:) tr a N CONTAINMENT SUMP (TYP.) '+ N 2" X 1-1/2" ELBOW SECONDARY AIR v'��`p ^ f w TEST REDUCER UPP '�"' <,CN r,'� W w 0 ENTRY BOOT � r _m.._ SUMP SECTION AT GASOLINE DISPENSER CL z a ; • M W .Mo m .._.... P6 N.T.S. U_ a •._�.__ t U) Q o W D D D {....... .m.._ D Y EO EO EO EO F 3 o I .ti � Y w W U L U L U L U L STABILIZER BAR MOUNTING PLATE #3 ¢ _ l k 2 3 3 cn a UL+ UL+ UL+ UL+ SPRING NUT : ,. ' '' o P P P `..»M .. P F y 4fi a F ( 3 �t3 � • 3`.12 •• s t, ria« W 04N >s ; , W fww.».». _ F SUMP z, � � � � � Cz H SHEAR VALVE �� Z FLEXING FLEXHOSE x>, t b r k WITH SWIVEL ON ONE END o = TERMINATING z a� �- ELBOW FITTING PIPE COUPLING 'v0) 3" ENTRY BOOT • �■� v m z �■L� U m E 3 STORE SIDE No. L TEST TUBE ~ TEST BOOT DBL. WALL PIPING WAYNEhelix 5000 2112 cu Lo N' m 6 2 3 4 DRAWNQ No. PRODUCT LAYOUT ISPENSER BASE DETAIL TERMINATING DISPENSER SUMP DETAIL DISPENSER DETAIL N © P6 N.T.S. P6 WAYNEhelix 5000 P6 N.T.S. P6 N.T.S. W P� >_ 8 OF 10 > D wNOTES - PIPE SPECIFICATIONS W 5 NFPA QP 7 MAGNETIC SAFETY TAPE SHALL BE INSTALLED ABOVE ALL UNDERGROUND PRODUCT PIPING TRENCHES ANDCn THERMOPLASTIC PIPE BOLLARD W AND VENT PIPING CT ELECTRICAL CONDUIT TRENCHES. PROTECTION SLEEVE ID 2.1 PRODUCT SHIELD DOME TOP LDPE WITH CL X R INSTALLING PIPING. Y3,000Z� f » A. FOLLOW MANUFACTURERS INSTALLATION PROCEDURES FOR RETE U/V PROTECTION AND UJ INSTALL ALL PIPING IN ACCORDANCE WITH NFPA-30; NFPA-30A. U PSI CONCRETE �' ANTI-STATIC ADDITIVE, 1 /811 B. PRE-TESTING PROCEDURES O . 0 WALL THICKNESS Z 1. The storage tank should be isolated from the piping system prior " , '` (904 - O g • Q { ,d v' ,r ; '° a e 4••• 4 •, r !� • �;� s r; O •;. -783-3320) COLOR to hydrostatic testing. W c0 ;` ; 2. Shear valves or riser pipes located under dispensers should be sealed with _ . ,. a �. BLACK (BY GC) pressure rated plugs. ;a. . a , �`; . . ` O � . 4 tightened secure) before testing. O �. 6" DIA. x 6'-0" LONG 3. All pipe coupling/swivel connections should be g y •" {"; ' ' • 0 4. The interstitial (secondary) line should be interconnected and fitted with an air U '� *. *. _ #°; a;. ,' #. :b - SCHEDULE 40 STEEL PIPE 00 a a. .. _ .. .�, Q gauge. FILLED WITH SAND AND GROUT r codes should be followed prior to testing. �" O and fire safety ' 5. All local build P �••� � .Y �. •:..;: 9 Y tet- •�� -�.�- �.•" ••.,.� AT TOP (BY PC U ~`�� • K' .,}.', .)«: •\,�••Yfa^ , - PRIMARY PIPING :;' ' C. AIR PRESSURE TESTING PROCEDURES PRIM `�? �} '•� ���� -t.'. y O w :t` ::: ANT AROUND :::.:�.. •.,: �� .,`.. r- SEAL r pressure Integrity test procedure for the supply piping is one and •� 1. The ai PP Y P P 9 ��z;: ��, :x� ... .� ,Y4^ I t to f the submerged um no � x normal operating pressure o p� " •' •� one half (1-1/2) P 9 P 9 P U_ one exceed fifty pounds per square inch ( 50 psi ). Make sure the pipeline k is isolated from both the storage tank and the above ground 00 n this test. All pressure testing should tD � � � °i � CONCRETE PAVEMENT (GC) � = product dispenser when conducting p 9 FILTER be conducted by qualified and experienced personal. Do not attempt to disconnect couplings, caps, or plugs unless air pressure has been released. o ��� "��_. �� �:"F'�,. .�- .�r .s •C �.Y � CLOTH -� 2. Gradually apply air pressure into the piping line. Do not exceed sixty "m pounds per square inch 50 psi). � ; • P q ; ry t w attl a• 3. Maintain pressure for a minimum of three hours making sure that there is no - •°" •� �. A ' r O O * O , a e Mq4 •6' s w. r _ o drop in pressure. p w 4. During pressurization, check the reading on the test gauge which should beC0 V r'\� �PACTED SUB-BASE M connected to the test tube of the interconnected interstitial line. Any increase LILI01 x = in pressure will indicate a leak in the interstitial line. O 5. During the pressurization period, apply a soa y water solution to all piping ' POURED-IN-PLACE CONCRETE a connections and inspect for bubbles air loss �/ ` `' '' .. / t �fti 6. Be sure to maintain safe practices when doing pressure testing. �' cb p -� • _t- � -" .� �'`�., ENCASEMENT (12"x6" COLLAR) '� �� •� / (BY PC D. AIR PRESSURE TESTING PROCEDURES - INTERSTITIAL (SECONDARY CONTAINMENT) ) �\ I f----- I - _:::Zi I -----I l l----- 1 11 � 11---�- l I S I I I _. E I I 1. After the inner primary pipe and piping connections have been integrity tested, _ the entire interstitial space of the doublewall pipe must remain connected and only then I I----- I == I I-----I I I I-I I ==-= I "I I_I---` I =I I -I -_I I I I PEA I / O should the outer containment piping be integrity tested. III-I I (---) I I I I I I-I I --- I I III--III-III III I I I I III_.-- I I GRAVEL a. W 2. Inside all tank sumps the test gauge is connected to the brass fitting at the end of --I I I I I-I I I-I I I.-I I I--I I I I I lEd V I I I I I IO the 36" Ion test tube. The test gauge assembly consists of an air gauge with a _ _ MATERIAL \ g " I I I�I -III COMPACTED FILL AROUND maximum 15 psi scale connected to a 1 4 brass tee fitting which will thread into m P / 1=1I I-I I ""I I I-III-III-III----III--III--III III III III I he brass fitting at the test tube. Wrap male threads with Teflon tape to insure a I I I--I t g P air tight quality seal. Connect air hoses directly to the brass tee fitting. III--III----III I I I I I=I I I III__III I I I-I I IW----III-III-III III 2" g - u- 3. Gradually apply air through the test gauge and test tube into the interstitial prig I 1=1 III III I I I-I I I I 11=1 I 1=1 I I-I I 1=1 I 1=1 I 1=1 I 1:��l I I PRIMARY O line. The interstitial space of the doublewall piping is very small and will not rewire a large III----��--I II=III-�-...-I I III I II--�---�-III------III III`=-V=III--III III III=III=III 6" 6" 6� Z volume of air. Pressurize system with no greater than 10 psi. During the pre~hwtion PIPE o period apply soapy water to the entire length of the piping system and chi for any I I III III----III-I III----III--III-III--III III-III V) leaks. After testing, disconnect the test gauge and lay the test tube down into the III III III---III I I I I I I I I I I 1E1 I I Ch III III III III III III (UPP) � bottom of the tank sump. Cr U.1 98% MAX. COMPACTION UNDER Z ALL PRODUCT PIPING AND CONDUIT TRENCHES (12" MIN. • DEPTH o Q w GENERAL NOTES z SPECIAL 2 RD DETAI L 6 1 PIPE TRENCH DETAIL POST STYLE BOLLA W Qi P7 P7 NOT TO SCALE P7 NOT TO SCALE Z U� _ x W O W W H� A.TRENCHING GUIDELINES: D O 1. For excavation,trench width and depth shall be as follows: 3 ace. 12" 6" 6" 6" 12" �'- a. Ample width to allow a minimum free working space. Ob. Width of hand excavated trenches may be reduced providing approval is given in writing by the engineer,stability W ~ and pipe can be satisfactorily installed to line and rade and U of soil is consistent with depth of trench required,a p p y g PRESSURE VACUUM VENT CAP 0- � p properly backfilled. o c. Compact and test bottom of trench prior to installation. B. BACKFILL AND COMPACTION tY w 1. Compact backfill material to not less than 98%of maximum dry density as determined by ASTM D-1557. O „ t,•i a. Place backfill material under pipe haunches and tanks in horizontal uniform layers not exceeding 8" in thickness. 1 /4 BEVEL BUTT II JI M Bring each layer up uniformly and thoroughly compact using pneumatic or other approved compaction. Puddling WELD SMOOTH >_ or water flooding for consolidation of the backfill shall not be done. Compact each later of backfill to 98%. Q 2. TRENCH BACKFILL: CY a. Backfill trenches immediately after approval of the line construction by Gate Petroleum's Project Engineer. 3"X3"X36" TUBING FASTEN VENT EME�T,�FF Z C. TESTING FOR COMPACTION: FURNISH AND INSTALL SECURELY SSTGN Z - RISERS 1. Testing and inspection service: Gate Petroleum shall provide a geotechnical testing firm for the contractor to PRIMED AND READY � En coordinate the testing of backfill materials proposed for use in the project and field testing for quality control during TO PAI NT TO FRAME WITH earthwork operations. All testing and inspection shall be under the direct supervision of a registered geotechnical PRE-FORMED EMERGENCY o engineer. UNISTRUT BRACKETS. 00 SHUT-OFF SWI co 2. Number of tests: Make one test in accordance with ASTM D-1557 for each class of material and for every 150 cubic (E•S.0•) 00 Cl- I density tests in accordance with ASTM 3" GALVANIZED a, yards of material or a minimum three(3)tests per lift. Make in place y N ((n standards for density tests,as the fill and backfill work progresses, in locations indicated by Gate Petroleum's VENT RISER D z `� N O W engineer. „ 2 GALVANIZED O 3. Work on non-tested areas: Placing additional construction over fill that has not been tested and approved may N I ' N require removal of additional work recom actin the fill and replacing the work at no additional cost to the owner. VENT RISER EO '' . � N eq P g �.a . ,�• �N � N shall be identified b the project title project file number, project location and depth of r., O w 4. Test reports: Test reports y p J ,p 1 2 GALVANIZED ZED n- each on-site test submitted. VENT RISER P FASTEN VENT f '. D. UNDERGROUND TANKS: I ¢ o 2" GALVANIZED RISERS SECURELY 'y ` "' 4. z Z 1. Ballasting and anchoring of tanks shall be performed according to the manufacturers specifications unless directed k to be ballast with water. TRIPLE RINSE TANKS PRIOR TO DROPPING FUEL) VENT RISER R I TO FRAME WITH o~ � otherwise by Gate.Petroleum.Tans U E. TANK AND PIPE TESTING: I I ( Ln v PRE-FORMED Y 3 w 1. The contractor shall include in bid 3rd party precision testing of primary and secondary pipe and tanks. The I I I i UNISTRUT BRACKETS. o CANOPY COLUMN �- Cb � contractor shall notifyGate Petroleum's project engineer a minimum of two working days in advance of scheduled air ( I Q P 1 ori O testing in order that the engineer or his/her designate may be present during testing. CON C. COLLAR W W N f- 2. All testing shall be conducted using new("out of the box")pressure gauges. The contractor shall test all primary FLUSH WITH � l N Z 00 1 V) Z W product and vent lines at 50 PSI of air pressure or as required by local or state inspection agencies prior to placement W � p p YARD SURFACE ' (NO � Q O of any backfill material. _ I I , ,`' °' ,•.: ,: '� Lisa ` °•. I I - _ �`_ '' V " � II II II 11 II N II II I Z 3. The contractor shall monitor the pressure on all lines during construction to ensure damage has not occurred to any (( ((.- !!(( � i I Jill Jill II q II i, , I I ,- _ N -I -- �I--II ---I I I I I I - ZCS underground piping during the performance of work by the contractor or his/her sub-contractors. It shall be the I = I �� icy r i r--- f Z 'o = contractor's responsibility to report any loss of air pressure immediately to Gate Petroleums project engineer. I 1 1 I l-i I I ( ! I I F" � o �' 2 jE w 1 1 1 1 I I I I a) 4. All work shall cease until the nature and the cause of the problem has been determined and corrected. A repair 1 8" DIA. CON CRETE i i i i i i � a �4 9 to 3 scope determination shall be provided to Gate within 24-hours of the incident,and repairs shall be completed within FOOTING, SLOPE , L J i i LJ I I�► � Z 72 hours or within a reasonable timeframe agreed to by Gate. Any repair/replaced line shall be retested at 50 PSI air Q pressure and determined to be holding 50 PSI of air pressure prior to any backfill material being placed in this area. AT TOP (TYP.) I I I 3; pressure �---� w E g d 5. Air pressure shall not be removed from any underground lines until after paving over the tank area and the pipe line c0 Ok PROJECT NO. o trenches is in place. CORROSION CONTROL TAPE En 2112 F. DISPENSER CHECK OUT: 3 VENT RISER DETAIL 1. Dispensers shall only be activated in the presence of an authorized dispenser representative and the Gate Petroleum 4 CANOPY COLUMN MOUNTED E.S.O. 01 rn project engineer. The contractor shall have sole responsibility of any damage to the dispenser(s) if this instruction is P 7 NOT TO SCALE P 7 not followed. Prior to purging lines,air test must be verified. N . S. P7 - W 7 OF 10 U _ C1- G J (n W K NON=ETHANOL 15K DIESEL/PREMIUM 30K REG. W TANK F !TOUT AND ANCHORAGE CALCULATION TANK FLOATOUT AND ANCHORAGE CALCULATION TANK FLOATOUT AND ANCHORAGE CALCULATION 9.� z O • t'i':4•;,I ' • 1� • t•�'1.:- . :• • • til' 4 - :• • s1•'• - r;'•!:..; ,.••:,.tT,•�K�r •s t' .' ',•• ••: .• %:•;-• 1. .•F•r:,T K 'jt' .".-J'• ,•.• .• •;•%.+s;'•f�..;.`r••r•T Kyr r•: - f� '• •' ••'' 10 :•,r. :: t '•. • •.•: �• �' • ••''' +••�• - �br' :. t .'i. • .•.•.•: �. �" 3' • -••'• +j�• .:h' 0 ♦r• %. r" t 'i. • .w.•.1: ••• ; • •r +r ••7hr W OVERBURDEN OVERBURDEN + OVERBURDEN z Q _0 0 W O ao 0 C7 F- M 31 , 4V Z O tY • •• %.. • 1 • •i• i •• r .. •r •i♦' 1 ••.'• - .•� !- i r` •.•• '•. I .r r'.,• ,+••••. •I�• I- •• 1--f •-• !:•• f •r r}•' 1 1••••.'. -� ! 1•t• ..•••• !:•• !. ,•,. .• .. TANK SLA$• .•:. .!• •:..• ':.. •� •• -M •�• '.•.• :• •y .. •:• TANK SL.A9"•':• ':..• ':.. � !.• *� •.''.«• :. .. •:• TANK $(,Ag"•':• •r.•:..• .. ;: •' ••, .1,r •• .+' •.• :.•. • a, • r 1 .a �•' -'• i r •�.. •,• • a. • r. }'-'i '•. }r .�.' ,t L .•,• :.v • a, •_ • r: ••. `^ 'a ••'. ..i•• .• �: } .•�•• ..'. •z '••'..i•• .• _ i ! i• ', '••'. �' s ..i•• .• • it • .• • t- !y• •..• • • .•� •• •� r I+/ 1. Y • r .-�I.t •••.• M ••' •• r .•�I.r •. +:•t • � ••,• -• r: ..•• r !•,�; .�•�I ,:•. z 42- COU AR/MANWAY 42"COLLAR/MANWAY 42- COUAR/MANWAY 1all U GV T F W or O 000 z 24.0' I 25.87' ( 48..W W CLW UPLIFT FORMULA FOR CYLINDRICAL TANKS WITH SPHERICAL ENDS AND WITH FLAT ENDS UPLIFT FORMULA FOR CYLINDRICAL TANKS WITH SPHERICAL ENDS AND WITH FLAT ENDS UPLIFT FORMULA FOR CYLINDRICAL TANKS WITH SPHERICAL ENDS AND WITH FLAT ENDS i O W PROJECT:GATE STORE A.B.-5,000 GAL.TANK PROJECT:GATE STORE A.B.-15,000 GAL.TANK PROJECT:GATE STORE A.B.- 20,000 GAL.TANK V) W WEIGHT OF EQUIPMENT AND OVERBURDEN WEIGHT OF EQUIPMENT AND OVERBURDEN WEIGHT OF EQUIPMENT AND OVERBURDEN i1 X OVERBURDEN CALCS.FOR SPERICAL END TANKS=s*[d(6Dt^2-Pld^2N12+LtDt^2(4-PI)/8+h(Pld^214+LtDt-PI*Dm^214)] OVERBURDEN CALCS.FOR SPERICAL END.TANKS=9*[d(6Dt^2-Pld^2)/12+LtDt^2(4-PI)/8+h(Pld^214+LtDt-PI*Dm^2/4)) OVERBURDEN CALCS.FOR SPERICAL END TANKS=s*[d(6Dt^2-Pld^2u12+LtDt^2(4-Piu8+h(Pld^2/4+LtDt-PI*Dm^214)] nn W W W ***FOR FLAT END TANKS SET d= ***FOR FLAT END TANKS SET d=0 "**FOR FLAT END TANKS SET d=0 D Dt-diameter of tank cylindrical portion 6.00ft Dt-diameter of tank cylindrical portion 10.00ft Dt-diameter of tank cylindrical portion 10.50ft W d-diameter of spherical end 0.00ft d-diameter of spherical end 0.00ft d-diameter of spherical and 0.00ft =O h-distance from bottom of pavement to the top of the buried tank 4.00ft h-distance from bottom of pavement to the top of the buried tank 4.00ft h-distance from bottom of pavement to the top of the buried tank 4.00ft = Lt-length of cylindrical portion of uried tank 24.00ft Lt-length of cylindrical portion of buried tank 25.67ft Lt-length of cylindrical portion of buried tank 46.50ft O W H Pi-equal to 3.1416 3.14 PI-equal to 3.1416 3.14 PI-equal to 3.1416 3.14 r 3s-unit weight of soil 125.001b/cf s-unit weight of soil 125.001bfd s-unit weight of soil 125.001blcf a: w z as-saturated unit weight of soil 62.61b/cf as-saturated unit weight of soil 62.61b/cf as-saturated unit weight of soil 62.61b/cf ODm-outside diameter of manway 3.50ft ODm-outside diameter of manway 3.50ft ODm-outside diameter of manway 3.50ft T� TOTAL TANK OVERBURDEN=Ot 40 578.73 Ib TOTAL TANK OVERBURDEN=Ot 82,241.03 Ib TOTAL TANK OVERBURDEN-Ot 157,734.931b W V 1 U D PAVEMENT OVERBURDEN PAVEMENT OVERBURDEN PAVEMENT OVERBURDEN 0. n aWEIGHT OF PAVEMENT OVERBU DEN=(LpWp-DMA2/4)tpwp WEIGHT OF PAVEMENT OVERBURDEN=(LpWp-DMA2/4)tpwp WEIGHT OF PAVEMENT OVERBURDEN=(LpWp-DMA2/4)tpwp W W Z LL' Lp-length of pavement 31.00ft Lp-length of pavement 31.00ft Lp-length of pavement 49.00ft Wp-width of pavement 13.00ft Wp-width of pavement 13.00ft Wp-width of pavement 15.00ft 0:: tp-thickness of pavement 0.67ft tp-thickness of pavement 0.67ft tp-thickness of pavement 0.67ft wp-unit weight of pavement 150.00lb/cf wp-unit weight of pavement 150.001blcf wp-unit weight of pavement 150.001b/cf W t/) TOTAL PAVEMENT OVERBURDEN 0p)= 33,017.851b TOTAL PAVEMENT OVERBURDEN(Op)= 40,495.051b TOTAL PAVEMENT OVERBURDEN(0p)= 73,861.051b D >-• WEIGHT OF EMPTY TANK(Wt)=GIVEN BY MANUFACTURER 8,0351b WEIGHT OF EMPTY TANK(Wt)=GIVEN BY MANUFACTURER 17,523.00 b WEIGHT OF EMPTY TANK(Wt)=GIVEN BY MANUFACTURER 33,817.001b 4 WEIGHT OF PREASSEMBLED EQUIPMENT(We)=FROM MANUFACTURER'S DATA 300.001b WEIGHT OF PREASSEMBLED EQUIPMENT(We)-FROM MANUFACTURER'S DATA 300.001b WEIGHT OF PREASSEMBLED EQUIPMENT(We)=FROM MANUFACTURER'S DATA 300.001b WEIGHT OF CONCRETE ANCHORS WEIGHT OF CONCRETE ANCHORS WEIGHT OF CONCRETE ANCHORS _z WEIGHT OF ANCHORS(We)=LaW tawa WEIGHT OF ANCHORS(We)=LaWatawa WEIGHT OF ANCHORS(Wa)=LaWatawa v We-anchor width 1.50ft We-anchor width 1.50ft We-anchor width 1.00ft c O to-anchor thickness 1.00ft to-anchor thickness 1.00ft to-anchor thickness 0.67ft CnLa-anchor length 26.00ft La-anchor length 28.00ft La-anchor length 49.00ft wa-unit weight of anchor material 150.001b/cf wa-unit weight of anchor material 150A0Ib/cf wa-unit weight of anchor material 150.001b/cf 'O 0:: n-number of anchors 2.00 n-number of anchors 2.00 n-number of anchors 2.00 ANCHOR WEIGHT a = 11,700.00.1b ANCHOR WEIGHT(We)= 12,600.001b ANCHOR WEIGHT(Wa)= 22,050.001b WEIGHT OF ANCHOR OVERBURDEN Oa nWaLa sshoa+t c� ( *( pwp) WEIGHT OF ANCHOR OVERBURDEN(Oa)=nWaLa*(sshoa+tpwp} WEIGHT OF ANCHOR OVERBURDEN(Oa)=WaLa*(ahoass+tpwp)LO 00 hoa-depth of earth overburden 10.67ft hoa-depth of earth overburden 14.67ft hoa-depth of earth and concrete overburden 15.17ft 00 1 CD V)_ �' t ANCHOR OVERBURDEN WEIGHT Oa = 59,938.481b ANCHOR OVERBURDEN WEIGHT(Oa)- 85,582.731b ANCHOR OVERBURDEN WEIGHT(Oa)=WaLan(hoase+t wy) 154,370.871b N CD o O TOTAL DOWNWARD FORCE Fd 153,570.061b TOTAL DOWNWARD FORCE(Fd)= 238,741.81 lb TOTAL DOWNWARD FORCE(Fd)s 442,133.851b • " + , N UPLIFT FORCE UPLIFT FORCE UPLIFT FORCE ` ► r� .r a •zr 7 •'Q a a TANK VOLUME BASED UPON OU SIDE DIMENSIONS=4PId^3124+PID^2Lt14 TANK VOLUME BASED UPON OUTSIDE DIMENSIONS=4PId^3/24+PID^2Lt14 TANK VOLUME BASED UPON OUTSIDE DIMENSIONS=4PId^3124+PID^2L/4 r o 006. TANK VOLUME NO= 678.59cf TANK VOLUME(Vt)= 2,016.12cf TANK VOLUME NO= 4,026.45cf *� - �- CL ,M p TANK EXTERIOR RIB OR STIFFENER VOLUME=hr x wr x PI(D+hr)x N TANK EXTERIOR RIB OR STIFFENER VOLUME=hr x wr x PI(D+hr)x N TANK EXTERIOR RIB OR STIFFENER VOLUME-hr x wr x PI(D+hr)x N W Z hr-height of rib 0.00ft hr-height of rib 0.00ft hr-height of rib 0.00ft Q wr-width of rib 0.00ft wr-width of rib 0.00ft wr-width of rib 0.00ft � -•' ? U N-number of ribs/stiffeners 0.00 N-number of ribs/stiffeners 0.00 N-number of ribstatiffeners 0.00 o z Y 3 STIFFENER VOLUME s = 0.00cf STIFFENER VOLUME (Vs)= 0.00cf STIFFENER VOLUME Ns)= 0.00d a- C) z W MANWAY VOLUME=PIODm^2hm/4 MANWAY VOLUME a PIODm^2hm/4 MANWAY VOLUME=PIODm^2hm/4 Q = Q C/) hm-height of manway 4.67ft hm-height of manway 4.67ft hm-height of manway 4.67ft U- NIANWAY VOLUME m = 44.93dMANWAY VOLUME(Vm)= 33.01dMANWAY VOLUME 33.01dm)= 33.01GG N ANCHOR VOLUME a =WaLata(from above 78.004 ANCHOR VOLUME W Z (V ) ( ) (Va)=WaLata(from above) 84.00cf ANCHOR VOLUME(Va)=WaLata(from above) 147.00cf H � TOTAL VOLUME=Vt+Vs+Vm+ a= 801.52d TOTAL VOLUME=Vt+Vs+Vm+Va= 2,133.13cf TOTAL VOLUME=Vt+Vs+Vm+Va= 4.206.46dV) Z `t D 0 05 TOTAL UPLIFT FORCE(UF)= 50,014.621b TOTAL UPLIFT FORCE(UF)= 133,851.281b TOTAL UPLIFT FORCE(UF)= 263,227.041b (V l V) ,d T- z SAFETY FACTOR=TOTAL WEIGH /TOTAL UPLIFT FORCE 3.07 SAFETY FACTOR=TOTAL WEIGHT/TOTAL UPLIFT FORCE 1.78 SAFETY FACTOR=TOTAL WEIGHTITOTAL UPLIFT FORCE 1.68 N W Y� Z 3 2 15K TANK SAFETY DETAIL 30K TANK SAFETY DETAIL � � 5K TANK SAFETY DETAIL � 2- P8 NOT TO SCALE P8 NOT TO SCALE P8 NOT TO SCALE PRo�ECT No. 2112 CU - Nl U-) DRAw� No. t- w o P8 8 OF 10 2.10 SUPPLEMENTAL COMPONENTS 2.5.5 Tank Striker/hmpoct Plates 2124.1 Connections for Steel Pipe b. Fittings and Other Surfaces: Fittings, couplings, regular 3.2 TESTS 210.1 Earthwork surfaces, damaged areae of extruded polyethylene coating and Tank shill have an interior atrtker/impa t plate attached directly Connections for pipe or fittings smaller than 2-1/2 inches shall be existing piping affected by the Contractors operations shall 3.21 Belowground Storage Tank Tightness Tests under each tank manwayand pipe connection. The striker m act late Excavation and backfilling for tanks and piping shall be as specified forged, socket weld type. 2000 W.O.G. conforming to ASTM A 182 A 182M P P P P In EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES g g / be protected by the application of polyethylene tape which - W shall be a minimum of 1/4 inch in thi ess, be larger in diameter and ASME B16.11. Connections for pipe or fittings 2-1/2 Inches and conforms to NACE RP0169 and NACE RPO190, 30 mils nominal A tightness test shall be performed on each belowground storage tank. Vat) MIRAFI 140 than the tank penetration, and fit the curvature SYSTEMS. except as modified rvatuof the tank bottom. d herein. Backfill for FRP tanks and pipe larger shall be butt weld type conforming to ASTM A 234/A 234M, Grade thickness. Surfaces to be tape wrapped shall be dean, dry. The test shall be performed fallowing the placement of a tank into the POLYESTER 8" REINFORCED GEOTEXTILE shall be pea gravel or crushed stone. WPB and ASME 816.9 of the same wall thickness as the adjoining pipe. grease free, and primed with a compatible primer prior to ground and prior to backfill. Teats shall be capable of detecting a 2.5.6 Tank Cleanout and Gauge Connection Piping in inaccessible locations, such as product piping inside of application of tape. Primer shall be as recommended by the 0.1 gph leak rate from any portion of a tank while accounting for STRAP WTH CONCRETE SLAB FILTER 210.1.1 Pea Gravel containment piping, shall be welded. tape manufacturer and approved by the pipe coating effects of thermal expansion or contraction. Test shall either be a >_ „ „ Tank shall be provided with a combinati deonout and gauge manufacturer. Heat shrink sleeves may be provided in lieu of pneumatic testor a brine level test. connection as indicated. The connects shall consist of a 2 inch Pea gravel shall be between 1/8 and 3/4 inch diameter. V) STEEL D 3000 PSI w FABRIC OR 212.4.2 welding Electrodes tape and shall overlap the pipe coating not less than s In pipe extending downward through the t of the tank to within 3 inches• 3.2.1.1 Pneumatic Test E RING FIBERMESH EQUIVALENT inches of the tank bottom. The entire length of pipe inside the tank 210.1.2 Crushed Stone Welding electrodes shall be E70XX low hydrogen type conforming to AWS shall be provided with 1/2 inch wide b 12 inches long slots at A5.1 or AWS A5.4. c. Irregular Surfaces: Irregular surfaces shall be protected Pneumatically pressurize each storage tank's rima CL alternate locations. The top of the pip shall be provided with a Crushed atone shall be between 1/8 and 1/2 inch in diameter in with a cold-applied liquid primer and heated coal-tar tape to Y P a9 primary chamber to 5 paig X bronze top-seal type adapter with a esponding locking type cap. accordance with ASTM C 33. 2124.3 Threaded Connections accordance with AWWA C203. and monitor for a drop in pressure over a 2-hour period during which W there shall be no drop in pressure in the tank greater than that I 2.5.7 Tek Atmo heric Ver�t1n 210.1.3 Sand (NA) Threaded connections sl�ali onl be used on in 2 Inches in nominal 2127.11 Exterior Coatin for Abo round Steel Pt in allowed for thermal expansion and contraction. Following the 2-hour W sP 9 Y PiP 9 9 ve9 P g period, the pressure from the primary chamber shall then be bled over ? X Q = //89 PEAROCK Sand ahau be fine sand aggregate to accordance with ASTM C 33, washed aiccordanceze or olwithler aASME nd 1816.3, Class where 150. Threaded connections ated. Connectors shall be ishall be Aboveground into the interstitial % Q - ~ rr Vent pipe shall be in accordance with N A 30 and UL 142. Vent pipe g9ro9 veground steal piping shall be painted as follows. space. This pressers shall be maintained and f M � Ld PER FDOT sizing shall be as indicated . and thoroughly dried. contain no more than 500 PPM chlorides, contain sealed tightly with a thread sealant or lubricant which is compatible Paint shall be rated for use on hot metal soapsuds ar equivalent material applied to the exterior of the tank no more than 500 PPM sulfates, and have a H greater than 7. with the fuel to be handled. surfaces u to 450 While applying the soapsuds. the entire tank shall b( visually Z � �W P 9 p degrees F and for surfaces exposed to the weather. 0 � � tY] � SPEC. 901-1.4 2.5.8 Tank Overfill Prevention Valve Calor of the finish coat shill be white. Inspected. inducing the bottom surfaces, for leaks (bubble BACKFILL 2.10.2 Street Monway Assembly 2125 Fiberglass Reinforced Plastic (FRP) Pipe formations). Leaks discovered In either the primary chamber or the ffz Valve shall be placed within the tank in Briar and be an integral part 2127.12 Pressure Gauge Interstitial space shall be repaired in accordance with manufacturers W 7 " THROUGHOUT of the fill tube. Valve shall be a float ictuated shutoff valve. Round street manhole frames and covers shall be the straight traffic 2.12.5.1 pipe instructions. The entire pneumatic test shall be performed again in � AND PRODUCT Valve shall be constructed of the same material as the fill tube. type. Frames and covers shall be constructed of aluminum in Gauge shall conform to ASME B40.1. Gauge shall be single style the event a leak is discovered. Gauges used in pneumatic tests shall Valve shall have 2 stages of shutoff. li the first stage the valve accordance with ASTM B 26/13 26M, with the cover being a minimum of Pipe shall be compatible with the fuel to be handled and be listed in pressure gauge for fuel with 4-1/2 Inch dial, have brass or aluminum have a scale with a maximum limit of 10 paig. LINE DITCH shall restrict the flow of fuel into the t nk to approximately 5 gpm 5/16 inch thick. Covers shall be the slid plate type with a checker UL Gas&Oil Dir. Pipe shall be compatible with the fluid being case, bronze tube. stainless steel ball valve, pressure snubbers, and 0 when the liquid level rises above 95 per ant of tank capacity. In the pattern. Covers shall form a watertight seal with the manhole frame transported. Use of FPR piping is limited to buried service only and scale range for the Intended service. 3.2.1.2 Brine Level Test Z Z second stage the valve shall completely stop the flow of fuel into the to prevent surface water inflow. Frame and cover assembly shall be at pressures not exceeding that marked on the pipe. Q atank when the liquid level rises above 9 percent of tank capacity. rated to withstand H-20 highway loading as defined by AASHTO HB-16. PART 3 EXECUTION The Interstitial space of each tank shall be completely filled with a Z Q SHEETPILE 2125.2 Fittings brine solution. A riser pipe shall be connected to the interstitial 2.6 TANK GAUGES 3.1 INSTALLATION space which Shall allow the Solution to rias up within the riser at CD LJ SHORING 2.10.3 Inspection Well Fittings and joining materials shall be listed in UL Gas&OII Dir. least 12 inches. After filling the interstitial space, the tank shall (" 15 K m 3 0 K (DESIGN BY 2.6.1 Stick Gauge Threaded fittings shall not be used for product piping in inaccessible Storage tanks shall be handled with extreme care to prevent damage set approximately 3 hours. Following the 3-hour period the Contractor W Each well shall be constructed of Schedule 40 PVC pipe and shall be 6 locations. Fittings for secondary exterior pipe of double-wall piping during placement and stall be installed in accordance with the shall measure and record the level of Solution within the riser. After D inches in diameter. Well shall be factory slotted from the bottom to a subsequent 4-hour period, the Contractor shall again measure and � OTHERS) Tank shill be provided with 2 stick gouges graduated in feet, inches. system shall accommodate the primary inner pipe and any additional manufacturer a Installation instructions and NFPA 3o ar NEPA 30A, as within 12 inches of grade. With the pipe installed vertically, slots record the level of solution within the riser. If the level of W N and si'Fntha of an inch. Stick gauge all be of wood and treated equipment required, such as leak detection cables. Fittings and applicable. The exterior surface of each tank shall be Inspected for solution within the Interstitial decreases anytime denim the test. after graduating to prevent swelling or carnage from the fuel being shall be horizontal and have a width of 0.02 inches with not leas (� w-- grade g P g g g joining materials shall be compatible with the fuel to be handled. obvious visual damage prior to and proceeding the placement of each � g 12"H" " stored. than 30 slots per foot. Slots shall encompass at least 80 percent of storage tank Surface damage to a storage tank shall be corrected the tank is considered leaking and therefore fops the test. if a . X 18"W. the pipe's 360 degree perimeter with the pipe maintaining its tank to considered to leak. the tank shall be repaired according to structural integrity. Slots shall allow fluid within the sop to 2126 Valves according manufacturers requirements before proceeding with the ep g F- CONCRETE DEADMEN 2.6.2 Tank Calibration Charts eg y system Installation. manufacturers recommendations and a tightness test performed again. 7=71Infiltrate into the pipe without allowing Sediment to fill the pipe. Portions of a valve coming M contact with fuel shalt be compatible e� VO& ANCHORS, 2 PER Tank shall be furnished with 2 copies o calibrated charts which Each wall shall external down 2 feet below the deepest buried atarage with the fuel to be handled and E85 ethanol on the mogas eysrem. 3.1.1 Belowground Storage Tank 3.2.2 Manufacturers Tank Testa TANK PROVIDED AND tank Well shall have a permanently fixed bottom cap. Well shall � Indicate the Liquid contents in gallons or each 1/8 inch of tank P y P Valves shall have bodies. bonnets. and covers constructed of cast have a removable top cap that is protected from traffic with a Following the tank tightness test, each storage tank shall be leak depth. steel conforming to ASTM A 216/A 216M Grade WCB. Each valve shall Installation of belowground storage tanks shall be In accordance with 9 9 9 J 10.00 10.5' watertight street manway and cover as indicated. Well shall have a + 11111111- INSTALLED B Y have stainless steel stem and trim. Valves shall be suitable fora API RP 1615. tested in accordance with the manufacturees written teat procedure If .5 2.35' 5 2.6.3 D td Tank e System 3/8 Inch vent lids located directly below the top cap to vent the PETROLEUM � g � working pressure of 275 paig at 100 degrees F with a weatherproof Containment sumps shall be installed prior to any backfill being added the manufacturers test procedure is different from the tightness well. The top cap of each well shall be accessible from the surface housing and be provided with flanged end connections unless indicated above the storage tanks. testa already performed. Any test failure shall require corrective Gougeshall be electronicallyactuated and Include a sendingunit through a 12 inch diameter manhole. The manhole shall be constructed Q HOT GALVANIZED GALVANIZED 6X19 CONTRACTOR. SEE that anamtts a digital signal to a liquid level electronic panel. of steel or fiberglass, have a cost iron cover• be a minimum of 12 otherwise. Seats, body seals, and stem seals shall be vtton or Buna- action and retest. 0 9 9 q P N. 3.1.1,1 FRP Tank Handling o JAW & JAW CLASS-WIRE ROPE DETAIL THIS SHEET The electronic panel shall be capable of providing a liquid level Inches deep, and be capable of withstanding H-20 highway loading as P P P 9 q 3.2.3 Exterior Coating for Belowground Steel Piping readout for each tank in terms of Inches and gallon& Gauge shall be defined by AASHTO HB-16. Each manhole cover shall have the words 'DO 2.12.6.1 Gate Tank shall be handed with extreme care to prevent damage during W TURNBUCKLE " accurate to plus or minus 1 16 Inch aid be capable of measuring a NOT FiLL - INSPECTION WELL" cast permanently into the top. The Installation and transportation to the Site. An damaged tank shall The coating system shall be visual! Inspected for hales, voids. � (1/2 DIA.) W/ P / aP 9 �� Y 9 9 Ya Y � C Mtank's liquid level over a tank's full usable liquid level range. letters shall be a minimum of 1/2 Inch in size. Valve shall be In accordance with API Spec 6D and conform to the fire be replaced or repaired and tested under direct supervision and advice cracks. and other damage during Installation. Damage to the Z F: Gouge FORGED CABLE Gouge construction shall be compatible ith the fuel to be handed. teat requirements of API Spec 6FA Valve shall be of the flexible wedge of the tank manufacturer, using the manufacturers written procedures. protective coating Incurred during transit and handing shall be Gauge shall be capable of measuring w ter accumulation in inches from 210.4 Piping Containment Sump disc type, conduit disc type. or double disc type. Valve shall be of repaired before Installation. Before lowering Into the trench. each p CLAMPS 3/4 to 5 Inches off the bottom of a s orage tank Gauge shall be the rising stem type with dosed yoke, or the non-rising stem type 3.1.1.2 FRP Tank Installation Procedures pipe section shall be tested by an electric holiday detector with X caparls of constantly sensing the fuel I rvall in a storage tank as well Sump shall be constructed of fiberglass reinforced plastic and be equipped with a device to give positive visual indication of the Impressed current In accordance with NACE RP0274 using a full-ring. as acknowledging 2 programmable liquid level setpoints. The chemically compatible with the fuels to be handed and E85 ethanal on valve's position. Tank shall be anchored to a reinforced concrete anchor pad as spring-type cop electrode. The holiday detector shall be equipped PARTIAL SECTION electronic Panel shall activate an audibl and visual alarm when each the mogas systems. Sump shall not be connected in any way to the Indicated through the use of manufacturers supplied holddown straps. with a bell. buzzer, or other type of audible signal which sounds when se#pdnt is monitored. The 2 liquid lew setpoints to be monitored street manway cover or concrete above. The top of a containment sump 2126.2 Swing Type Check Tank shall be separated from an anchor pad by a minimum of 12 inches a holiday is detected. Holidays to the protective coating shall be 92 Z shall include a tank's 90 percent liquid evel (Setpoint 1) and a shall be capped with a watertight access cover. Cover shall be of backfpi material. repaired immediately upon detection and retested. The holiday constructed of the some material as the sump. Cover shall have a Valve shall be swing type conforming to API Spec 6D regular type. detector shall be a type that field adjustments cannot be made. 0 tanks 9'S percent liquid level the ). The panel shall have a minimum diameter of 22 inches. Cover shall be easily,removable Check valves shall be the tilting disc, non-slam type. Discs and 3.1.2 Equipment Calibration of the teater shall be performed by an Independent testing means of delineating between the indivi uol setpoints and the g y g seating rings shall be renewable without removing from the line. The manufacturer at 6-month Intervals or at such time as the crest voltage 111 through the street manwa above. Rainfall drainage from the street Individual tanks. Unit shall be a VEEDER ROOT 350 i. manhole above shall not drain Into a sump. Sump shall be capable of disc shall be guided and controlled to contact the entire Seating r Equipment shall be properly leveled. aligned, and secured In place in to questionable. Following Installation, but prior to filling the J J � 9 4 withstandin underground burial loads to be encountered. The sides of surface. accordance with manufacturer's Instructions. Su system with fuel. all exterior protective coatings, including field 0 > f > > ' 2.7 ADAPTERS AND COUPLERS gpilaris shall be 20K 7 6 10 6 �] a containment sump shall allow the penetration of carrier pipes. joints, shall be retested with an electric halide detector as Q. provided for equipment. appurtanancea. and pipe as required. Floor- Y - ' ' ' ' ' 2.7.1 Tight-Fit Fill Adapter exterior containment pipes, conduits, and vapor pipes as required. 2126.3 Wafer Type Check mounted pumps shall be provided with mechanical vibration I"atore or described above. Holidays In the protective coating shall be repaired 15K 6 5.33 5.34 5.33 6 Penetrations In the containment sump aides shall be booted or sealed immediately upon detection and retested. Extra me care shall be taken W Q O , , , , , o vibration iodation foundation. Anchors, belts. ^uta, washers. and o 0 10K 6 5.66 5.66 5.66 6 #5 HOOKED REBAR Adapter shall be bronze and be fitted th Buna-N or vtton gasket. to ensure that liquid will not escape from the sump in the event that Valves shall conform to API Spec 6D and API Std 594. Wafer type check screws shall be Inatalted where required for securing the work in In lifting the piping to perform the testing procedure. Chains or the liquid level within the sump rises above the pipe penetration. valves may be provided in lieu of swim check valves in piping sizes metal ropes shall not be used in lifting the pipe for testing. Labor. Adapter shall be the API standard 4 in h size. Adapter shall be a Y P g P P g place. Sizesj types, and spacings of anchors and bolts not indicated �_ 5K 5 5.33 5.34 5.33 5 (COATED W/ aye Seel adapter and provide a tight-ft connection to prevent vapor Boots and seals used shall be compatible with the fuel to be handed. larger than 4 inches. or specified shall be as required for proper installation. Each materials, and ed by the necessary for conducting the holiday testa - B I TU M ASTI C) g g• P P Boots and seals shall is water resistant to the influx of ground shalt be furnished b the Contractor. emissions denim filling. The adapter sin II be provided with a dispenser and diapernser sump shall be installed in accordance with Y water. Boots and seals shall be designed and installed to accommodate 2126.4 Ball looking cap. The cap shall mate with the adapter and have a latching manufacturers Instructions. Dispensing units shall be lsdated from the anticipated amount of thermal expansion and contraction In the 3.2.4 Piping Pneumatic and Hydrostatic Testa meehaniam which provides a water tight seal. The cap shall provide the piping during flushing and cleaning operations. i (4) #6 REBAR CONT. some type of locking provision and be spy attachable and removable. piping system. Valves 2 inches and larger shall conform to API Spec 6D. Valves 4 d • . " The shall be attached to the tight-fit vapor recover adopter b a smaller than 2 inches shall have one piece bodies and have a minimum 3.1.3 P In Testing shall comply with the applicable requirements of ASME B31.3, :A.0 •, A' a, d • W/ #3 TIES ®- 24 O.C. 12 Inde section of brass cable o feresistant rope. Y P y 2.10.8 Concrete Anchor Bolts bore not less than 55 percent of the internal cross sectional area of g NFPA 30, and the requirements specified herein. Care shall be taken Z A . . I -6 t a pipe of the same nominal diameter. The ball shall be stainless Piping shall be inspected tested and approved before burying, not to exceed pressure rating of various fittings. Hydrostatic 0 N o• • .4' , a• • �• ' .. •A * ;f a . .•' Concrete anchor bolts shall be group II. Type A. class 2 in accordance steel. Valve shall be fire tested and qualified in accordance with testing shall be performed using fuel as the liquid. Water shall not ..q ell- •,; 2.7.2 Tight-Flt Vapor Recovery Adapt with ASTM A 307. q covering, or concealing. Piping shall be installed straight and true 4000 PSI API Spec 6FA ar API Std 807. Valve shall be non-lubricated and y Ppo't g p shall not be introduced Into the system for testing. To facilitate the to bear even! on supports. Piping shall be free of traps, V) . : ,' �' d .' . operate from fully open to fully dosed with 90 degree rotation of the be embedded in concrete pavement. and shall drain toward the pneumatic and hydrostatic tests. various sections of the piping system • � •� �, ., .�.• ,. � •,d: Adapter shill be bronze and be fitted w th a Buna-N or Vtton gasket. 2.10.9 Bolts P CONCRETE bap. may be isolated and tested separately. Where such sections terminate � '• Adopter shall be the API standard 4 in h size. Adapter shall provide corresponding storage tank Any pipe, fittings. or appurtenances at flanged valve points. the line shall be dosed by means of blind X DEADMAN a tight-fit connection to prevent vapor isatons during filling. found defective after Installation shall be replaced Piping W 1 Bolts shall be in accordance with ASTM A 193/A 193M. Grade B8. 2126.5 Plug flanges In lieu of relying on the valve. Tapped flanges shall be Adapter shall have an internal spring 1 deal poppet which prevents connections to equipment shall be as indicated or as required by the a EADMAN LENGTH: 30K TANK (49ivapor emissions from the storage tank i on the locking cap is removed. equipment manufacturer. Pipe and accessories shall be handed provided to allow a direct connection between the piping and the air The poppet shall open immediately durin tank fill. The poppet shall 2.10.10 Nuts Valve shall be in accordance with API Spec 6D. Valve shall be non- carefully to assure a sound, undamaged condition. The interior of the compressor and/or pressurizing pump. Tapped flanges shall also be Z e at a lower pressure/vacuum than the tanks pressure/vacuum lubricated, resilient. double seated, trunnion mounted type with a pipe shall be thoroughly cleaned of forei matter and shall be kept used for gauge connections. Taps in the permanent line will not be U) W ADMAN LENGTH: 15K TANK 2 operate p / � p / Nuts shall be in accordance with ASTM A 194 A 194M. Grade & tapered Itft plug capable of 2-way shutoff. Valve shallo to from y ep permitted. Gouges shall be subject to testing and approval. in the V 1 relief vent In order for vapors to return to the delivery truck / P P g P Y �a dean during installation. The pipe shall not be IoW In water or P 9es � g � Instead of exitin throe the vent The fully open to fully dosed by rotation of the handwheel to lift and event leaks are detected the pipe shall be repaired and the test 9 9h piping. POPPet. the POPPet stored outside unprotected when weather conditions are unsuitable. P P aP DEADMAN LENGTH 5K TANK (26') stem, and the et rim shall be stainless steel. The adapter 210.11 Washers turn the plug. Valve shall have weatherproof operators with When wok is not In r en ends of and fittings shall be repeated. Following satisfactory completion of each pneumatic and : PoPP g h mechanical position indicators. progress, op P g hydrostatic test, the pressure shall be relieved and the pipe 3 Shap be provided with a locking cap. a cap shall mate with the securely dosed so that water, earth, or other substances cannot enter Yoram P P P ■ O ter and have a latching mechanism which provides a water tight Washers shall be in accordance with ASTM F 436 flat circular the e or fittings. Cutting shall be done immediately seded. Provision shall be made to prevent displacement adaptor 9 P 9 pipe 9s• 9 PiP0. when necessary, Q609 seal. The cap shall provide some type f locking provision and be stainless steel. Washers shall be provided under each bolt head and 2126.6 Globe without damage to the pipe. Pipe shall be reamed to true Internal of the piping during testing. Personnel shall be kept dear of the M E.-Ill W easily attachable and removable. The cip shall be attached to the nut diameter after cutting to remove burrs. Changes In pipe sizes shall piping during pneumatic testing. Equipment such as pumps. tanks. and V) tight-fit or recoveryadapter b a 1 inchsectton of brass cable or Valve shall conform to ASME B16.34. be made throe tapered reducing fittings. Stainless steel a meters shall be iodated from the piping system during the testing. vePaP Y 9h 9 P gS• P� 2.10.12 Exterior Coating of Miscellaneous Items shall in no case be welded direct! to carbon steel a Cutting of V') fuel resistant rope. y pipe. g W (NOTE: DEADMEN ARE SLIGHTLY LONGER THAN TANK LENGTH) 2126.7 Pressure\Vacuum Vent Relief FRP pipe shall be performed with a hacksaw or circular saw. Fuel 3.2.4.1 Pneumatic Procedures for Product and Vent\Vapor Piping W 2.8 VEHICLE DISPENSING UNIT Steel surfaces to be externally coated or painted shall be cleaned to supply piping from a storage tank shall extend to within 6 Inches of CL a commercial grade blast cleaning finish in accordance with SSPC SP Valve pressure and vacuum capacities shall be In accordance with NFPA the tank's bottom. Piping to be Installed underground shall not receive field appliedM W NOTES: Unit shill be apower-operated dispensing device and shall be in 6/NACE 3 prior to the application of the coating. Exterior surfaces. 30. Valve shall be factory set for 12 ounces per square inch covering at the joints or be covered by backfill until the piping has F-I accordance with UL 87, except as modified herein. Unit shall be other than stainless steel pipe and flexible connectors, which aro not pressure and 0.5 ounce per square Inch vacuum. Pressure and vacuum 3.1.3.1 Aboveground Piping passed the pneumatic test described herein. A pneumatic test pressure W factory fabricated and include but not limited to a base, housing, otherwise painted and do not require the application of an exterior relief shall be provided by a single valve. Valve shall be shall be applied In Increments. A preliminary 25 paig test shall be Z pedestal, pressure-relief device, strainer, air eliminator. meter, coating, as well as all items supplied without factory-applied finish constructed of cast steel or aluminum with flanged or threaded end Pipe sections shall be Installed as indicated and be complete prior to applied. The pressure shall be maintained while soapsuds o F� I­_ NEW U/G TANKS TO BE ANCHORED WITH DEADMAN TIEDOWNS valves as required, hose-nozzle valve, motor control. locking paint, not including primer only items, shall be painted as required connections. Trim shall be stainless steel. Inner valve pallet performing any piping tests. FRP shall not be used aboveground. equivalent materials aro applied to the exterior of the piping. While mechanism, emergency shutoff valve, filter, and electrical wiring. for each particular application assemblies shall have a knife-edged drip ring around the periphery of applying the soapsuds. the entire run of piping, including the bottom Unit shall be supplied with fuel b the corresponding tank um or the pallet to preclude condensation collection at the seats. Pallet surfaces, shall be visual! Inspected for leaks bubble formations). W pp y cap g pump 3.1.3.2 Bdowground Piping Y ( ) ' pumps. Each unit shall include but not be limited to an accounting 2.10.13 Buried Utility Tape seat inserts shall be of a material compatible with the fuel specified Leaks discovered shall be repaired In accordance with manufacturers O _ REFER TO TANK MANUFACTURERS ANCHORING DETAILS AND REQUIREMENTS meter, product hoses and nozzles, and necessary electrical controls. to be stored. Nonmetallic a shall be Installed In accordance with t Instructions and retested. Following the preliminary test, the piping ry Detectable aluminum foil lactic-backed tae or detectable magnetic pipe P g P y P P g P P g manufacturers Instructions. Belowground piping shall be laid with a shall be tested at a pressure of 50 psig for not less than 2 hours, 2.&l Accounting Meter and Display P. plastic tape shall be provided for warning and identification of 2127 Accessories during which time there shall be no in pressure in the pipe U) 9 aP Y minimum pitch of i inch per 25 fast. Horizontal sections of pipe 9 drop P P P 3 DEADMAN TO NOT ENCROACH BENEATH TANK SHELL buried piping. Tape shall be detectable by an electronic detection shall be Installed with a minimum of 18 Inches of backfill between greater than that allowed for thermal expansion and contraction. The Meter shah be a positive displacement type in accordance with UL 87, instrument. Tape shall be provided in minimum 3 inch width rills, 2127.1 Flanges pressure source shall be disconnected during the final test P aP the top of the pipe and the ground surface. The full length of each P 9 P��• Z except as modified herein. Meter out u displays shall be a color coded for the utility involved, with warning identification An leaks reveded b the test shall be repaired and the teat P sP Ya section of secondary pi pie shall rest solidly o^ the pipe bed. Y Y eP O DEADMEN PROVIDED AND INSTALLED BY PETROLEUM CONTRACTOR mechanical lighted display, visual from b th sides of the dispenser. imprinted in bold black letters continuously and repeatedly over Flanges Installed on equipment, fittings, ar pipe shall be goes 150 repeated. 9hsP Joints in secondary piping shall not be made until inner pie is spec F' D shall indicate the amount of el delivered. and the total entire tape length. Permanent code and letter coloring shall be used pound flanges which are rated in accordance with ASME B16.5. Flanges �!w successfully pressure tested. W ::� U amount of fuel delivered over the life o the unit. The manual which is unaffected by moisture and other substances contained in shall be the 1/16 inch raised face type. except for connections to 3.24.2 Pneumatic Procedures for Exterior Containment Piping " adjustment for the coat per gallon di la shall be located in a trench backfill material. FRP pipe. Connections to FRP pipe shall be made with flat face 0 REFER TO PE1/RP100-90 RECOMMENDED PRACTICES FOR THE INSTALLATION OF "n P g y 3.1.3.3 Pipe Hangers and supporta lookabe housing. flanges. Stainless steel flanges shall conform to ASTM A 182/A 182M. Exterior containment piping shall undergo a minimum pneumatic pressure r � 2.11 MONITORING SYSTEM Carbon steel flanges shall conform to ASTM A 181 A 181M. Grade 2. of 5 at Pressure in second in shall be maintained for at �.T..� UNDERGROUND LIQUID STORAGE TANKS", SECTION 5 g / Additional hangers and supporta shall be installed for concentrated paig. secondary piping CL 2.8.2 Product Hose loads in piping between hangers and supports, such as for valves. least 1 hour while soapsuds or equivalent materials aro applied to the W '.4 2.11.1 Belowground Storage Tank System 212.7.2 Flan a Gaskets exterior of the In While applying the suds, the entire run W 9 Miscellaneous steel shapes as required shall be Installed in piping. PP YIng �P W » How shall conform to UL 330. Each h shall be 12 feet long, shall accordance with ASTM A 36/A 36M. Pipe supports shall be installed in of piping, including the bottom surfaces, shall be visually inspected O REBAR TO BE 3 CLEAR OF ALL EDGES be resistant to the fuels to be handled and E85 ethanol, have static The interstitial space of each belowground tank shall be continuously Flange gaskets shall be 1/8 inch thick. NBR. and be in accordance accordance with MSS SP-58ond MSS SP-69. Pipe spacing shall be as for leaks (bubble formations). Leaks discovered shall be repaired in W grounding, and remain flexible In tamer tures as low as minus 40 and automatically monitored to detect breaches in the integrity of the /r p with ASME 816.21. Full-face gaskets sinal! be provided for flat-face fellows: accordance with manufacturers instructions and retested. This \` O ('_2'N� degrees F. A breakaway coupling• lea roof and corrosion resistant, inner and/or outer tank shells. The interstitial space shall be flanged pipe joints. Rin gaskets shall be provided for ralsed-face ' TANK ANCHOR DETAIL monitored b n electronic capacitance type liquid sensor. The liquid g P P jar 9 9 P testing shall st In compliance with the manufacturers published W shah be installed into each product ho Couplings shall ya P yP q q flanged pipe Joints. Nominal Pipe One and Installation instructions. automatically pull apart and shut off flo to prevent product spill sensor shall be capable of distinguishing the difference between Size (inches) Under 1.5 2 3 4 6 8 10 (I E--q i � and dam to the hose or dispenser i the event of a 'drive-awe " hydrocarbons and water. Sensors shall be intrinsically safe for use 212.7.3 Steel Couplingr..., Y• 12 3.2.4.3 Hydrostatic Procedures for Product Piping W In a dorsa 1, division 1. group D environment as defined by NEPA 70. >_ NOT TO SCALE 2.&3 Nozzles Sensors shall be easily removal from the tank. Sensors shall be Coupling shall be In accordance with API Spec 5L. seamless, extra Maximum Hanger Upon completion of pneumatic testing and after backfilling. each compatible with the electronic monitoring panel. heavy. wrought steel with recessed ends. Spacing (Fest) 7 9 10 12 14 17 19 22 piping Y hydrostatically Z vY 9 In system shall be h aticall tested with fuel at not more Q Nozzles shall be manually activated to s ort the fuel flow and have a 23 than 275 paig in accordance with ASME 831.3 and API RP 1110. with no latch-open device integral to the asaem I . Nozzles shall be the 211.2 Belowground Piping System 212.7.4 Welded Nipple� Y PP leakage or reduction in gauge pressure for 4 hours. The Contractor automatic shutoff type. Nozzles shall b constructed of lightweight 3.1.3.4 Pipe Sleeve shall furnish electricity. Instruments, connecting devices, and aluminumwith electroless nickel-plating of stainless steel and be Belowground piping systems and the despenser sumps shall be Nipple shall be in accordance with ASTM A 733 or ASTM B 687 and of the PI 9 PP personnel for the test. Fuel will be furnished by the Government. with a full hand insulator. The flow rate of an nozzle continuously and automatically monitored by electronic capacitance some material as the product piping. - U provided y type liquid sensors as indicated. Sensors shall be capable of P P P 9• Piping passing through concrete or masonry construction shall be Defects in work performed shall be corrected at the Contractors Z shall not exceed 10 gpm. Nozzles whi exceed the maximum allowable q P fitted with sleeves. Sleeve shall be of sufficient length to ass expense, and the test repeated until the work is proven to be in flow rate shall be provided with a flow limiter. distinguishing the difference between hydrocarbons and water. Sensors 2127.5 Threaded Union g P ePec P _L shall be intrinsically safe for use in a dose 1. division 1. group D through the entire thickness of the associated structural member and compliance with the testing procedures. Any release of fuel (no environment as defined b NEPA 70. Sensors shall have a probability be large enough to provide a minimum dear distance of 1/2 Inch matter the size) during testing shall be immediately contained, the -lC I 2.&4 Electrical Controls Y P Y Threaded unions shall only be used on cast steel piping 2 inches in between the a and sleeve. Sleeves throw concrete shall be 20 0 V) of detection of 95 percent and a probability of false alarm of 5 nominal size or smaller and only where indicated. Union shall be in p� � Pressure on the piping relieved, and the piping drained of fuel. The CV) The Installation of electrical equipment t the dispensers, motors, percent. Sensors shall be compatible with the electronic monitoing accordance with ASME B16.39, Class 150. gauge steel. fiberglass, or other material as approved by the Contracting Officer shall be notified Immediately of a fuel release. - CU D and pump starter controllers shall be in compliance with Class 1, panel. Contracting Officer. Sleeves shall be accurately located on center the exact location. an estimated quantity of releam and a discussion X Group D hazardous location. Each dispenser outlet shall be provided 2127.6 Joint Compound with the piping and securely fastened In place. The space between a of the containment measures taken. 211.3 Electronic Monitoring Panel sleeve and a pipe shall be caulked and sealed as specified in Section O with an operating lever for starting the ump through a pump starter g 07900 JOINT SEALING. in fire walls and fire floors. both ends of a 3.2.5 System Performance Tests 446co controller. The pump starter controller all be mounted adjacent to Joint compounds for any type of piping system shall be resistant to i e sleeve shall be caulked with UL listed fill veld or cavlt the power panel box. The power panel ox shall be equipped with on Panel shall be remotely-mounted where indicated and shall be capable water and suitable for use with fuel containing 40 percent aromatics. p . y 00 :E I external emergency pushbutton to shut off the power to all pump of providing an audible and visual alarm in the event of a detected material. After all components of the system have been properly adjusted. the N a_ leak Audible alarms shall be a buzzer sounding at 70 decibels or system shall be tested to demonstrate that the system meets the oro starter motor controllers and dispensers. The power panel box shall 9 2127.7 Flexible Connector 00 n neater. Each visual alarm shall indicate the type and location of 3.1.3.5 Pipe Anchor performance requirements for which it was designed. The maximum rated � be located not more than 100 festfrom the dispensers. 9 yP t � C D V) the alarm condition. Visual alarms shall be capable of delineating Connectors shall conform to requirernents of UL 567 and ba the flexible capacity of the system shall be tested by using several tank trucks V O W between individual alarm conditions. Panel shall provide a means of Where steel piping is to be anchored. the pipe shall be welded to the simultaneously. if applicable. The use of tank trucks shall be 2.&5 Emer enc Shutoff Valve P metal hose, core ated t e with braided wire sheath coverin . CIS :� N �' Emergency delineating between individual alarm conditions. Panel shall be g g structural steel member of the anchor and the abraded area shall be coordinated with the Contracting Officer prior to testing. If any « rte•, - ,: 9 Connectors shall have dose-pitch annular corrugations and be rated etched with protective coating or covering as Specified. attar of the tem o an lace of u ' ti L d.. housed In a standard industrial enclosure. Panel shall have a hinged P Pro 9 9 P Y P equipment fops to pass the .- , =` p Valve shall meet the requirements of UL 842 and be compatible with thefor a working pressure of at least 275 paig at 100 degrees F. .�;.,„s nr Cfl 0 Intended fuels to be handled. Valve shall provide complete shutoff of door to swing left or right (doors shall not swing up or down). Panel Connectors shall have a minimum 12 inch live length with flanged and testa, the Contractor shall make the necessary repairs or adjustments vi ,�, �- 3.1.3.6 Exterior Coating for Belowground Steel Pipe and the test shall be repeated until satisfactory performance is = ,. % ` • ..� O a fuel lime In the event a dispenser is d slocated or overturned due using computer memory shall be capable of maintaining current connections. Metal for hose and braided wire sheath shall be I " t9 programmable information in the event of a ower failure. Panel shall stainless steel In accordance with ASTM A 167. obtained from the Contracting Officer. The tests shall demonstrate -r, 411 N to a sudden impact. Valve shall provide a secondary poppet to limit P� P be provided with a manual acknowledge a Exc t as otherwise ecifi tective coatings shall be ted the following: 1* -, 4M. , 4 W spillage from the dispenser after a knockdown or during installation. P g switch which shall be capable of aP • Pn'oapplied �'-� .y. A N W deactivatingthe audible alarm. The acknowledge mechanically in a factory o field plant especially equipped for the -�' r N edge switch shall not be 2127.8 Strainer � N �+- C) a 2.&6 Dispenser Sum capable of deactivating subsequent audible alarms unless depressed purpose. Valves and ftttings that cannot be coated and wrq*md a. The capability of such fuel pump to deliver the Indicated .,$ ,t%, P mechanically shall have the protective covering applied by hand flow of fuel. r 0 manually again for each occurrence. Under no circumstance shall this Strainer shall be In accordance with ASTM F 1199 or ASTM F 1200. - r> -C' preferably at the plant that applies the covering to the pipe. Joints n-+-1, p - Sump shall be installed under each diap sing unit. Each sump shall acknowledgement switch extinguish the visual alarms until the alarm except as modified herein. Strainer shall be the cleanable, basket or .-„ _ .-c Ma- provide convenient service access to all aping components enclosed in condition has been corrected. Switches shall be an integral component "Y" type, and be the same size as the pipeline. Strainer body shall shall be coated and wrapped by hand. Hand coating and wrapping shall b. The alarm and control panels are operational and perform as 'f= I* I the wimp. Sum shall be constructed f fiberglass-reinforced lactic. located on the front panel and be either a key switch or push button. be done in a manner and with materials that will produce a covering designed. ;�`� P PP Y P be fabricated of cast steel or brass with the bottom drilled and A, shall be chemical! corn atible wit the fuel to be handed b the t equal in thickness to that of the covering applied mechanically. =, -, i� V ►P Y P Y upped. The body shall have arrows dearly cast on the sides Piping Installed in valve boxes or manholes shall also receive the c. Each fuel meter tS operating accurately. ` r N diapernsIng unit and any connecting piptn and E85 on the magas 2.12 PIPING COMPONENTS indicating the direction of flow. Strainer shall be equipped ed with a P g °P g Y• 0- systems. Sump shall prevent fuel from scoping to the sop and ground PP specified protective coating. , Y •d- C9 removable cover and sediment screen. Screen shall be 60 mesh wire - w .�` W water from enteNng the sump. Sump all provide aliquid-tight 212.1 Product Piping screen with lager wire mesh reinforcement. Screen shall be 22 gouge d. Vent piping is dear of debris and each pressure/vacuum I Z C) 0 termination point for secondary contaln ant piping which allows for a. Regular Surfaces, Fittings, and Couplings: Tape shall be relief vent is operating properly. - Y stainless steel . The ratio of net effective strainer area to the O 3 the anticipated expansion and contractt of the tin system. Sum Piping routinely ca fuel and piping for compressed air shall be Initially stretched sufficiently to conform to the surface to p O tidnpa xp piping 9 Ys P Y �9 P P 9 P area of the connecting pipe shall be not less than 3 to 1. which it is lied uSIn one la lopped at least 1 Inch. e. Vapor � �'"� � _0 � shall withstand maximum burial loads. mp shall mount directly to steel as defined herein. applied, 9 �' SPP por recovery systems perform as designed. u7 Y Z W the bottom of the dspenaing unit with centering ring or stabilizer 2.127.9 Pipe Hangers and Supporta Tape shall overlap the extruded polyethylene coated piping 3 ,n v O Z C7 V) bar to assure proper shearing action for the emergency shutoff valve. 2.12.2 Secondary Containment Piping Inches t all joints. s second layer. lapped at least 1 f. Dispensing units are operational and perform as designed. cc � Q_ OD Inch, with a tension as it comes off the roll shall be Q liHangers and supports shall be of the adjustable type and conform to applied and pressed to conform to the shape of the component. h. The capability of each emergency stop pushbutton station to 2.9 PUMPS Belowground piping carrying fuel shall be secondarily contained, MSS SP-58 and MSS SP-69 except as modified herein. The finish of shutdown the entire fuelln O unless otherwise Indicated. Pi in system shall be of double-wall 9 operation. ping Ys rods. nuts. belts. washers, hangers, and supporta shall be hot-dipped b. Dema ed Aroaa of Extruded Polyethylene CoatIn Residual � N Mechanical seals within the pump shat be Buna-N or Viton. Pump construction with the internal pipe being the product pipe and the galvanized. Nuts, bolts, washers, and screws shall be Type 316 g g: t;j I- material from coatingshall be reused Into the break or W N Z casing, bearing housing. and impelior sh 11 be dose grained cast Iron exterior pipe being an fiberglass reinforced plastic containment pipe stainless steel when located under any pier. Miscellaneous metal P . Pum shaft shall be stainless steel TM A 276 T 410 or 416. as defined herein. Piping system shall be a factory manufactured trimmed off. Tape shall be applied spirally and one-half 0 1 W P Type shall be in accordance with ASTM A 36/A 36M, standard mill finished I as it is ted. T shall extend 3 Inches be d F- Pump bossplate shall be of cast iron c struction. Internal pump piping system designed in accordance with ASME 831.3 and NFPA 30. The arab app beyond Z � P structural steel shapes, hot-dipped galvanized. the dam area. A double of one full width of e (00 �x Q D components in direct contact with the el to be handled shall be of containment piping shall allow for complete inspection of the product ° tape COMP61:1111141 construction. Pump aseembi shall be statically and piping before the containment piping to sealed. Containment piping shall al applied at right angles the pie axis in a manner � � a. Pipe Protection Shields. Shields shall conform to MSS SP-58 to Baal each end of the spiral wrapping. � dynamically balanced for all flow rates no flow to 120 percent of shall be chemically compatible with the type of fuel to be handed. and MSS SP-69. Type 40, except material shall be Type 316 V) o C14 V) design flow. Pump bearings shall be se cted to give a minimum L-10 Containment piping shall be non-corrosive, dielectric, non- stainless steel. Shields shall be provided at each slide + V_ Z rating life of 25.000 hours in continuous oration. Pum shall be biodegradable, and resistant to attack from microbial growth. c. Existing Piping Affected by the Contractors Operation: Pipe V _ 9 oP P type pipe hanger and support. shall be wrapped to 3 inches beyond the o N driven by an explosion-proof motor for ass I. Division I, Group D Containment piping shall be capable of withstanding a minimum 5 psi piled yon pint of connection. ff'"'''�� OW hazardous locations as defined in NFPA 0. Pump shall be accessible air pressure. Containment piping shall be evenly separated from the b. Low Friction Supports. Supporta shall have self-lubricating d/ O L for servicing without disturbing connectin piping. Pump control primary pipe using pipe supporta which are designed based on pipe 3.1.4 Buried Utility Tape Z anti-friction bearing elements composed of 100 percent virgin x panel shall include on and off indication lights for each pump. The size, pipe and fuel weight, and operating conditions. The supports tetrafluooethylene polymer and reinforcing aggregates, // H CL panel shall contain an adjustable control logic for pump operation in shall be constructed of FRP and shall be designed so that no point prebonded to appropriate backing steel members. The Bury tape with the printed side up at a depth of 12 inches below the I V C7) V) accordance with the indicated operation. The panel shall also have a loading occurs on the primary or exterior pipe. Supports shall be top surface of earth or the top surface of the subgrade under �i oP P coefficient of static friction between bearing elements shall pavements. � 3 manual override switch for each pump t allow for the activation or permanently attached to the product pipe either by tack welding or by be 0.06 from Initial Installation for both vertical and p C9 deactivation of each pump. an adhesive. The exterior piping and supports shall allow for normal horizontal loads and deformation shall not exceed 0.002 inch O M Z draining as well as the installation of any necessary leak detection under allowable static loads. Bonds between material and 3.1.5 Field Painting W 6e V Q 2.9.1 Submersible Pump equipment or cables. Supports shall be designed and installed to steel shall be heat cured high temperature epoxy. Design Painting required for surfaces not otherwise allow for pipe movement of both the product piping and the exterior 9 req specified, and finish pipe hangers and support elements for the loads applied. painting of items oil ed at the fact shall be a � 040 Pump shall be a submersible vertical pump and extend inside the tank to piping without causing damage to either. Containment piping shall beP 9 Y P+'� ory. painted and N O within 6 inches of the striker/impact te. Pum and motor p g highway g y Anti-friction. supports shall e a minimum al nine inch have identification markings applied as i capable of withstanding H-20 hl hwa loading as defined b AASHTO HB- 9 aPPt specified in P p thick. Steel supports shall be hot-dipped galvanized. Units PAINTING. GENERAL Stainless steel and aluminum surfaces shall not be y� � O combination shall operate totally submerged in the product of the 16• shall be factory designed and manufactured. F�7WG{iT NO. L_ V) painted. Prior to any painting, surfaces shalt be cleaned to remove storage tank Pump fuel inlets shall be horizontal. Pump, motor. and dust dirt 2123 Vent and Vapor Recover Piping , rust, op, and grease. t1 � column pipe aasembly shall mount throe h an NPT pipe penetration In a ail y P g 2127.10 Exterior Coatings for Belowground Steel Piping tank's manway cover. Pump mounting a all completely support both the 3.1.6 Framed Instructions P E TR UM 2112 an � weight d vibration of the pump. The nit shall be provided with a Piping shall be single wall steel as defined herein. Piping placed In direct contact with backfill or sop shall be CU steel lifting lug capable of supporting thweight of the entire pump provided with an exterior protective coating. (•7 2.12.4 Steel Pipe Framed Instructions shall include equipment layout, wiring and control I lT and mato assembly. Pump shall smiled a vertical solid shaft motor, diagrams, nspiping,ruc valves, control sequences, and typed condensed SPECIFICATIONS N 03 base mounting flange, horizontal pump scharge. low net positive a. Pipe: Pipe shall receive protective coating system of tion Instructions. The condensed tion Instructions Shall ri �� �. I•- Carbon steel pipe shall be in accordance with ASTM A 53 Type E o S opera opera .- suction head (NPSH) first stage impel! , dynamic and thrust ail factory-applied adhesive undercoat and continually extruded include r p g Grade B. or API Spec 5L, seamless or electric-weld Grade B. P p eventative maintenance procedures, methods of checking the balancing of impellers, and a stainless s eel one piece pump shaft. polyethylene coating conforming to NACE RP0185, Type A. The system for normal and safe operation. and (� smaller than 2-, 2 Inches shall be Schedule $0. ASTM A 53 a 2- » oP procedures for safely P e'7 CONTINUED FROM SHEET P4 P9 0 Pump shall be provided with threaded en piping connections. / pipe protective coating shall have a minimum thickness of 30 starting and Stopping the system. The framed instructions shall be W 1/2 Inches and larger shall be Schedule 40. API Spec 5L pipe 2-1/2 mils. framed under glass or laminated plastic and be posted where directed >_ inches and larger shall be Schedule 40S. by the Contracting Officer. The framed instructions shall be posted F- before acceptance testing of the system. - . 0- PI W W LLJ LLJJ x� W Q O Z Z Z a z c� to 0 Li 0 LLJ n ;5,:�4yfi'•.. 3�y�>� y��o�''*l:.�j,;..w...y:,,���;Y:.:. ,�.,.,; tM= O W Z S O ACL V I ZrY ......:... W F LL- 0 O Z O W w 3 ISOMETRIC VIEW NORT"WE 2 � � 0 o m c P1 SCALE: 1" = 5' W (� NX N W � W W W 0 F- D 0 0 3 oC W z �- Q W �DZ w W 04 o Q W W V, a z Q U V C Z w O C= c/)}G /� N N 00 N00 00 00 CO CD W M � N ca � M Li ^ C III -0 N . •f }k' EFS ..♦ low P Lr_ 01) � W CT 00 U O LLI v Q 111 Cn T Cn 4- > ui O U-) Y z W (� 1V) c�D < O U- 004 CVLU CZW W a Z V)z Pi, 04 V) N Z �F 04 W �� O = Z CDcn V) V 0 O m Z w V E 3 o O PRO�JE�T No. L c ISOMETRIC VIEW NORTHEAST2112 c ti NI 0) Pio SCALE: 1" = lo' . 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PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: CGB 04(*ACHECKED BY: TLM ^, SCALE: AS NOTED ARCHITECTURAL SITE PLAN 0 ARCHITECTURAL 51TE PLAN N SHEET NUMBER 1 it _ 301_0, 0 N O AE190 - i planning architecture _ .. ... landscape architecture urban design interiors El ElElEl environmental graphics ........ ............ ......... . i ............................................................_......... ........................................ ............, " ELM East ELM Studio i !O 1035 Kings Avenue Jacksonville,FL 32207 t 904 296 8066 O ELM West IO NW ,,k.w. .� Rx.n Western t ern Avenue es The Maritime Bui Ing Suite 575 O Q-0d Seattle,WA 98104 � t 206 859 6485 elm-plan.com __.__ - <t _ O: OF tc4jo %IIIcc� o °°°° w l O 0 ..a,;0 v Ln �° cL rl �t = ° ° Q e01 O lL ° o •0 O O° o� sl— kcp -40 O °°° �4c's O Q ...__._... _ _i F O a x O - � l .......... ....... W O i k4' OD O ne ........... ...__. ............ _ 0. U O M LU m M ......... > o U m — �C ILL O J •v LL 0 . ........_ ................................. _ ........ .._- Nt o M. W Q m W ++ fi1'f � %Z J - = J Q o a O i Q0 s � O ...-...._........ .................. .. ........................... .. .. _ O3 5 F g 6 � O O Y TYP �+/G STALL ISSUE DATES O CENTER BOLLARD _ --^ V .... ................ ........ ......_.-.-.. ......... ....................... ........ ... NO DESCRIPTION DATE l3� O O - O 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 4-6 446 4-6 445 4-6 445 4-6 4-6 4-6 4-6 AL -__ --------- O ... _ O ,., O -O O. O O O O O O O O O O O O O O O O O O THIS DRAWING IS AN INSTRUMENT OF SERVICE — 4 TY OF PROPER LM,INC.AND SHALL AI 1.2 EMA NETHEIIR PROPERTY. THE USE OF THIS T F1 DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: CGB CHECKED BY: TLM SCALE: AS NOTED 1i �F (,1 BOLLARD DIMENSION ., : i0 PLAN Q ._ ................ ...:......... . . FLOOR PLAN BOLLARD DIMEN51ON PLAN _ __ _ ____ ._ __ __ SHEET NUMBER N N 3/1611 _ 11_0 I� AE192 N PERMIT DRAWINGS I 0A 1 1.7 2 3 4 5 5.2 5.8 6 6.2 6.8 7 7.2 7.8 8 8.2 8.8 q q.4 10 11 11.5 12 13 LIGHT FIXTURE A5 1 - SCHEDULE I I ' IAE5.1 I I I I I 1 I ALUM CANOPY I I I I 1 1 1 1 I I I I 1 I I LIGHT FIXTURE A5 SGHED. i I I I I I I I I I I I I G DMJFH - IIi11IIILIII I III I1IIII ----- -----U ----- - III1IIIIIIIIiIIIIIII - D.....' ..... IIIIIIIIII1IIIII(((tI III(II I --- ----- ----- ----- -�--}IIIIII1IIIIIIII�1II IIIIIIIII 1III ---- --1 1 3-I�IItI11IIIII IIIIIIIIII 1 - - -- -IIII111I11I i I1 �}I1i1III�IIIi I111 -- 3--O-- O --- 6-O-- -- 1 'I --- -- A--3E.35 .1 ��-- AAEE---22 N -- - - GGMJFJ planning - _ _ = - - - - architecture EQ landscape a (r c UQQ� h ite"c t u vrR e PA T TL -1 urban design 2 O O® 1 1 1 1 1 1 1 1 1 1 interiors 2 environmental graphic E s D.1 EQEQ - - - - E ELM East ELM Studio _ 1035 Kings Avenue Jacksonville,FL 32207 t 904 296 8066 4' ELM West AGM PANEL 5EALANT The Maritime Building O 911 Western Avenue JOINT-TYP O O - ALUM GUTTER Suite 575 (A ).:2 2 Seattle,WA 98104 1X6 T$6 WOOD GELING ON 5/5" PLYWD 5HEATHING ON GOLD t 206 859 6485 2 FORMED MTL FRAMING.RUN T$6 CONTINUOU5LY OVER EXP05ED GYPRE55 FRAMING t-41 Q 2 elm-plan.com EXPO5ED GYPRE55 FRAMING 0O o�QQ C) a 00000 LLJ �p LRADIU5ED 5TTBE yLnj _ - - - - - U ewoo �4- - O W 51M FFIT % - - - - - - - . OOF_= C-. .I � -- - NKQ�Q H - - - OoAGM PANEL 5EALANT JOINT TYP 11.0Na- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - � -- - - - - - - - - - - - - - - - - - - - - - - - 1< - - K __ 1 _ _4 - - - - - - - - - - - LU LL - . _.. M. 0 CC :....... ............. OUT cd.............. M LIGHT co mFIXRE A5 5GHEDULE WUVJ AE3.1 4.0 LL cc M M 0A 1 3 4 5 5.2 5.8 6 6.2 7 7.2 7.8 8 8.2 8.8 q q. 10 11.5 12 13 w 100 �WL CL CANOPY REFLECTED CEILING LAN 3/16 n = 1I- n Q AE2.1 W 0A 1 1.7 3 4 5 5.2 5.8 6 6.2 6.8 7 7.2 7.8 8 8.2 8.8 q q.4 10 11 11.5 12 13 ALUM CANOPY Q 1 AE5.1 ISSUE DATES NO. DESCRIPTION DATE 2 RAOIU5ED5TL TUBE BELOW - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 51M SIGNAGE BE-LOW - - - - - - - - - - - - _T - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - H - - - - - - - - IS - - - - - - - - - - - - - - - - - - - - I I THIS DRAWING IS AN INSTRUMENT OF SERVICE E K - _ - K AND THE PROPERTY OF ELM,INC.AND SHALL- _ _ _ _ _ _ - - - _ _ - - - _ _ - - - - _ - _ _ - - - REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE L L ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF 15 EXPRESSLY LIMITED T cO SUCH USE. RD. PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: CGB .3 CHECKED BY: TLM SCALE: AS NOTED 0A 1 1.7 3 4 5 5.8 6 6.2 6.8 7 7.2 7.8 8 8.2 8.8 q q.4 10 11 11.5 12 13 AGM PANEL CANOPY BELOW OA CANOPY PLAN AND RCP 5I&N LIGHTING. CENTER FIXTURE N (1) PER TE (TPICAL OF ) SHEET NUMBER il CANOPY PLANA& N 3/16 1 -0 AE1e3 f�+ PERMIT DRAWINGS Ij N O Y I I I I I planning architecture landscape architecture urban design interiors environmental graphics ELM East ELM Studio 1035 Kings Avenue Jacksonville,FL 32207 t 904 296 8066 ELM West The Maritime Building 911 Western Avenue Suite 575 Seattle,WA 98104 i t 206 859 6485 elm-plan.com O N O -t w O °° 0000 J kD = y J rl Ute° cL r-I �o 0 : 4 Rt 0 -j 0 H rOaCI °� UjO 0o 0°°o 00°h � N Q Q LU NOOOOQ U • M LU N V) m Q ; 4 LU — U LA.LL 0 • DC — M M W a m V) Z >, < a LLJ QJ a Ln M ~ � a J Q Q ~ W Q 3 4 5 5.2 5.5 6 6.2 6.8 -7 -7.2 7.5 8 5.2 5.5 .4 O 11 Q 1 <AIE 3.1 I I I I i I I I I I I ISSUE DATES I I I I I I I NO. DESCRIPTION DATE I I I I I I I I I I I I I I I I I I F - - - - - --4 - 44 - - - - - - - - -r- - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I J I I i i I I I I I I I K - - - - --� - }--� - �— - - - - - - - - - - - - - - - —} - - - - - - - - - - - K L © L THIS DRAWING IS AN INSTRUMENT OF SERVICE I-' AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS I } I ( I I �E -3 DRAWING SHALL BE RESTRICTED TO THE At ORIGINAL SITE FOR WHICH IT IS PREPARED AND I I I I I ( I I I I I PUBLICATION THEREOF IS EXPRESSLY LIMITED TO ALIGN EACH FIXTURE W/CENTER LINE SUCH USE. OF 516NA&E LETTERS BELOW. I I COORDINATE FINAL LOCATION W/ I I I PROJ.#: 16-21.1 ARCHITECT(TYPI OF 4) DATE: 10.26.16 I I I 1 I I I I I DRAWN BY: CGB II CHECKED BY: TLM I I I SCALE: AS NOTED 1 AE3.1 0� ' .4 O 11 �/ C HIGH ROOF RCP 0� g HIGH m00F REFLECTED CEILIN& FLAN � Q N 3/1611 = 11-011 SHEET NUMBER N O _ (O O AE194 I N O - - - AAF-2.112.1 AE3.1 . 2 ( 0 (0A 1 1.1 2 3 4 5 5.2 5.8 6 6.2 6.8 7 7.2 1.8 S 8.2 5.5 q q.4 10 11 11.5 12 13 ) (: I I I I I I I I I I I I I I I I 1 I 1 1 1 1 1 i 1 1 1 I 1 1 1 SCREEN I ( I I I I I I I I WALL I I I I I I I I I I planning 1 1 BELOW 1 1 1 I I I I 1 1 1 architecture I I I 1 1 I 1 landscape architecture . _ .. .11.1.1.. .... ._. _.__ .... ... ._...... ......... a e ' _ MTL pyyNING LIGHT p L �� I I1 i s 9..9...9..I.. ':/1 BELOW 1 I I I r FIXTURE A5 1 urban design I � 1 I I 1 I I 1 1 I I SCHEDULE I 1 - I4'-0" I 1 22'-0" � � / � �I 1 33'-6" I I 22'-0.. I 4_O I I I Interiors ....................11__ I 1 I environmental graphics I � � (V 11 1 i 3.5 I I L' S.3 1 1 1 I 2'-0"� ' -9fi, 1 2'-0" 1 2�-0.. i q2�_O ' 1 I 1 ELM East 3.5 1 ( 1 1 1 I I I 1 ELM Studio 1 1 1 I ( i I I I I I19199.9-9. I 1035 Kings Avenue - D5 11oi1 X0.5. D5 0.5. 0.5. D5 0.5. D5 Jacksonville,FL 32207 1111. ;: .. . .. . I t 904 296 8066 1111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - fi - - - - - - - - - - - - - - -1 - r- - u I rt- �- -� -t ELM W t I I I es -1 � I1.1( )- - - - - - : I .9 1 ���I ��I: 9 1. �. .9 9 9..9 ,-��.��., 9 9 9 . . 9 1.. I . I I .....-.. .. ............... . .......1 ........1.11................................ ... . . . . / T 5 OP 1/2 /FT SLOPE 1/2 /FT SLOPE 1/2 /FT The Maritime Building SLOPE 1/2 /FT 5LOPE 1/2 /FT SLOPE 1/ /FT >�� SLOPE 1/2 /FT SLOPE 1/2 F L E 1 I I 1 911 Western Avenue 3 I 1 1 I ! f I I Suite 575 WA 98104 Seattle, . I I I I. I 1 1 1 I I I I I I . 1. . 1. t 206 859 64 % . I I I19 I I I I I :.. .. elm-plan.co LI 1' 9 9 I LIL - - - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - - - - - - - 8 % r I 1 SLOPE 1/2"/FT I I I I I I I I I I 1 SLOPE 1/2"/FT booo�N W I I I I I ° R -�;ry --=! ,--I >�� ( )-- I I I I 1 I CRICKET-TYP I I I I I ��°° ° Iq ° Q J d' I i ( I 1 1 I o >° = O 1 I I I I I TPO ROOF MEMBRANE ROOF SYSTEM OVER 4"RIGID I a ( I 1 %I °, Q '00�,�s DC . IN KAN T AR `�� -L , s O Q I 1 1 1 5ULATION BOARD ON MTL DEG D SLOPED S L B 1 ( I i I I 1 b _ E3.4 I I I I I .101ST I I I I l 1%� R `T_� ~ I I i I I I 1 1 1 1 1 ARGHITEGTURAL STANDING SEAM MTL ROOF OYER SELF 1 I ( 1 I I 1 I I I I ADHERING /5ELF HEALING MEMBRANE ON PLYWD DECKING I i 1 1 : SLOPE ROOF 1/2"/FT OVER GOLD FORMED METAL FRAMING TOWARD SCUPPER 1 1 I I I I I I I I I"� j ] - - - - - - L - -] - - - - - @ - - - - L - - � - - - - - - - - 1 - - - - - ' - - ' - - - � - - I - - - - - - - - G w . .- - - - - - - - - - - q . .-; : . 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DESCRIPTION DATE I I _ - � - - - - - - - - - - - - - - F ( )- - - - - - -I - - - - - - - - - � ,-I - - - - - - 1- - - - - - - - - - - - - , - 1 1 I I I I I I I i G - - - -' - ' - ' - ' - - - �'- � - I - - ' - - ' - - - '- - - - ' - - - ! - - - - - I-10 ' - � - - - ' - - -( ' - - - - - - - - - G q�' I I I I I I I I H - - - - - - - -I - - - - 1 - 1 - - - 1- � - I - - I - - - - - I - - - - - - - I � - - - I - - 1 _ _ I _ _ - - - - - - H - - - - -I - - - - - - - - - I- - - - -I - - - - � - - - t 11 11 1111 - - - - - - - - - - - - J - - -.- - -I- - T- - - -' ' - - - ' - - - - 1- - - ' - - - 1 - - - - - I _ ' - - _ - - - - - - J I I i - - - K - - - - - - -' - 1 - - - 1 F- - --] - - - i - - �'- - - 1 - - ' - - 1- - - ' - - - ' - - - 1 / - - 1 - - I - - _ -7 I - _ - _ - - - - - K 111 I ; . � . .. 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I I I I I I I I I I PROD.#: 16-21.1 DATE: 10.26.16 OA 1 1.7 2 3 4 5 5.2 5.5 6 6.2 6.5 1 7.2 7.5 8 5.2 5.5 q q.4 10 11 11.5 12 1 DRAWN BY: CGB CHECKED BY: TLM 1 SCALE: AS NOTED AGM PANEL CANOPY AE3.1 BELOW 516NA6E BELOW- PROVIDED BY AND 1 INSTALLED BY OWNER 0� `I ROOF PLAN AE2.1 0 1. n Q 0 ROOF PLAN N SHEET NUMBER N 3/16" = 1'-0" N 'r- AE1e5N O i l I � PERMIT DRAWINGS I KEYNOTE5 1 CONCRETE FAVIN6 -SEE CIVIL 2 CONCRETESLAB ON VAPOR BARRIER OVER CLEAN COMPACTED FILL 3 CONCRETE FOUNDATION 4 BRICK VENEER MASONRY W MASONRY TIES (HB-2135 OR Ea.) FAINTED BENJAMIN MOORE AO-41"ACADIA Y4HITE" 5 kND COMPOSITE PANEL 0 3/4" HEIGHT)W CONCEALED FA5TENER5 ON MTL CLIPS (FAINTED BLACK) OVER 15# FELT OVER FLUID APPLIED AIR BARRIER ON PRESSURE TREATED planning PLIAV SHEATHING OVER tekR architecture PREFABRICATED STEEL PANEL V4ALL SYSTEM. INFILL ALL JOINTS IN landscape architecture EXTERIOR Y4ALL PANELS 1^V FOAM 13 12 11.5 11 10 q.4 q 5.5 5.2 a -7.5 "7.2 I 6.5 &.2 (O 5.b 5.2 5 4 3 2 1.7 1 O.C1 INSULATION urban design 1 1 /3--� (b tekR PREFABRICATED STEEL PANEL 3.5 AE5.1 ViALL SYSTEM. INFILL ALL OINTS IN interiors EXTERIOR ViALL PANELS A/FOAM .......................... INSULATION environmental graphics -7 YooIEEF AND THROUGH Y4ALL FLASHING 5 &ROUT 50LID q CW415 ON MTL 5TUD5. 5EE Al ELM East DRAAIN65 ------- 10 MEMBRANE ROOFING SYSTEM ON ELM Studio RIC210' INSULATION (R20)ON METAL 1035 Kings Avenue DECK Jacksonville,Fl.32207 :25 1 1 ROOF FLASHING MEMBRANE ON .......... OLA55-MAT FACED (5YP5UM BOARD ........... ON COLD FORMED MTL FRAMING ELM West C,a --* .................................. T.O. MTL PANEL 12 EIFS TRIM The Maritime Building ...... ------- ------ --------------------- 14 PO�AVER COATED STEEL OUT P,166ER 911 Western Avenue T.O. 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DESCRIPTION DATE 43 HOLLOkN METAL POOP, 44 BRICK VENEER MA50NRY YV ...................... ................. .......................... ................. .................. ........... ..................... -- ---------------- r- -- - ---- - ------................... ............................ ... 20 MASONRY TIES ON CMU - FAINTED :25 BENJAMIN MOORE AC-41 "ACADIA ................. ............ .......... I. - . I ---..... ...... ......... .................:21-611 2- ------ 45 BRICK ROY4LOCK CAP -FAINTED 'e� BENJAMIN MOORE AC-41 "ACADIA ---------- ............. -------------------- ........... ------- -------- -------- -------------------------- --------------T.O. MTL PANEL TI ............... 2C---------- --------------------- --------------- ---------------------------------------------------- NHITE" .......................................... 4 SLT FAVING -SEE CIVIL ........... ............... ......................................... .............. .......... T.O. MTL PANEL 45 CONCRETE CURB -SEE CIVIL ............... .............. ....... . ....... .................T.O. MTL PANEL - - - -- -------- .........................1�2 ................ ........... ......... ........ 15, -011 4q VC COMPOSITE PANEL (7 3/4" .................151 -0 ...................... -7HT)VV CONCEALED FASTENERS HEIC 54........................ ON MTL CLIPS (PAINTED BLACK) ........... OV ER 15# FELT ON 5" CMU ................C2:2 (25 -7 -SEE 1/Al-7.1 53 METAL AkNNINC 1.2-1 54 LIGHT FIXTURE AS SCHEDULED MRw. ................. ------------ 56 ALUM. LOUVER -SEE MECHANICAL ......... ......U :;;p............. TOP OF 5TOREFRONT Agf,\ TOP OF 5TOREFRONT 5 ARCHITECTURAL ALUM LOUVER SET IN ................................... .......................... (50 4X4 ALUM. DOIi,o"ooIN5POUT TIE INTO THIS DRAWING IS AN INSTRUMENT OF SERVICE ....................... ........... ...... ........... UNDERGROUND 5TORM SYSTEM AND THE PROPERTY OF ELM,INC.AND SHALL .............. 63 &Y43 SOFFIT -SEE 10 DRA.IooNINO ............... -------............. ............ .............. REMAIN THEIR PROPERTY. THE USE OF THIS .............. ......................... 64 SPANDREL OLA55 22 14 DRAWING SHALL BE RESTRICTED TO THE 22 . ..... ............. ...... ORIGINAL SITE FOR WHICH IT IS PREPARED AND .......... t .1... PUBLICATION THEREOF IS EXPRESSLY LIMITED TO ........... ......................................... SUCH USE. .21 ............. .................. ------------- --------- ------ --------------------------------........................................ DATE: 10.26.16 64 64 ------------ ----------- ------ --------------- ............------------------------------------ ------------------------------------------------------------------------ ------------------------------------------ --------------------------------------------- ------------------ .............. ..........LEVEL 1 LEVEL 1, DRAWN BY: CGB 01 -01 CHECKED BY: TILM .................... ISCALE: AS NOTED ELEVATIONS CIO, LO 7 N SHEET NUMBER IN C1 Ir- CD T- 5OUTH ELEVATION. C> N 3/16 1 -0 AE2 . 1 C3 elm-plancom PERMIT DRAWING : : : : � : : : - ----_ � : I : : - - . �� - - -- KEYNOTE5 I - - 1 CONCRETE PAVINO - SEE CIVIL DRAAIN&5 - . 2 CONCRETE SLAB ON VAPOR Aft BARRIER OVER CLEAN COMPACTED FILL 3 CONCRETE FOUNDATION 4 BRICK VENEER MA50NRY YV MASONRY TIES (HB-2155 OR EO.) 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I 1: i I � S_ it : �� I I � I I ) I �� I I I I - .I L \-:j I �_ I I I 1.1 � 1� I : I I 1� � 5.2 IM T - I � I 3 � - - - ___ PERMIT DRAWINGS � � - i i Adak .ate planning architecture landscape architecture urban design interiors ' environmental graphics � ���N ``•` a`. ELM East :,.; '�;` ,aA,L �•\ ,� � ,:� � \, �,, ���.\ � `\. ;�.� a, ELM Studio 1035 Kings Avenue ♦a, \. ,�...\ :` `♦� ".. � �`,,�� ,w 's ;`� Jacksonville FL 32207 : a a , j as �, a, :\\i ,a ♦..a�.\� � .F �. ^".,,,, .'\a'.\.. t 904 296 8066 a ""'' as .. ,• ,\ ", ;wl �' i \ V. „Od t `a. t u ..:a� \ a ELM West x i � \ \ ♦ c " �. \ ..ail•` ..�>. a.« � \ ,' '\.`;`���`•: ��� ` ,Ya�•4.�. `\\"` \. The Maritime Building .. \a., \\ :k Z 911 Western Avenue r = \ \ i. .a Suite 575 \ ., I WA 104 Seatt a 98 a a `\ ,�."`.:�•"• a.. t 206 859 6485 3, :�$a < , .. . elm- lan.com a�^= CC a a� a c`a ..a ala\. `a:.: �:�_ \, a. • A c w\ .sa k t S a a ^aa..,,au`. .fi .�<n3 a `\,.,`�: .�.`,`s`�`a.'\',:.�" ,,i......w.`.A,, k `♦ , O Ui . ,.. $o J Ln •i\ z= :.,tea: •,€a.a ,\.� ,.` >` :.:` J a lD a Via\ :A w•`�a.r�4:,z`::,.a,,.ac,ro<„�H�".:a�.,., ..a�=.\� a\.� ;yx�=;<., a°`�; ^a\ \ �` i l--'I ��,, ..�..,4) `8\;k:s aa�a.`='�z;�'n> .,,s:.�.�,.�. .g:.a�`�,. ...:F.a`\•'` � .�^\ '':ia �`'fia�x;:Z;;,,;°`�,"< ...\•,�.,.a�L, .�, �.¢�\.`�”:�...�.�a`\.x.a�. ,8 \ .s�" � O O O 0 w' ` \ LU c h ' M NORTHINE5T VIEN _ Uj m M w , M U °° i re _ O = s LL M a 4) V LNQ m Qa W � .2 QQ LA = W Q id ISSUE DATES NO. DESCRIPTION DATE L ..................... a?\•. :.,"�,\``<,\�`_�,,': \Z\y�t�aZ„^c,:a .'(.�,T,'`,`C�,�,\\p�';h'a.`\£�a�\YiV`.�ia;`..` ..� \ ,a= ,1 ¢ �\a, .�.. ,> ♦,,�,cam♦ .rr♦.:a�c<\\,.,.<, '`�. ..:'.`. � <,t.:. _'♦\``a\\\h� 4, \,aa.'...` „a.a�.,.:"z�a� �c a.�aZQ a.,F i1a . � ..J , �. ,\". ,. ,. \,�... ..`a�\♦�`,'` \S. .:.:n` _� `a.�� � J., .,\: iia . \ �' ��""'"...rte•^"""' \, a a\ \ a`ta : a i a , ` I _ , I 4 f Y 4. rr u,y i �l )teC: I h k, 1 4 f 9 � f 3 J ?� c•i`\a .� r``z.. •�` a \�.. .tea\,.:, � \ 3...�..<.�.4 s' :v „fi: sr aha , 2 •as �\ �, �.�\ a a �xr<a t' >t ^� .. ..`...a.,,.,,: ..,...�, \ ,.,o, a ... aa.,.\.,.\„ •. ,......, ,a ,:`.`..�, ,a�:.. �� c3a aL _E a ♦\ .\.\ a,\,.:3`.a,.aa:C Cro.,.�.,,:L'\`a...:.�ai �,.a,�a,\\,� ,.�,\ya `C. „ a.. ., \.`a, \^.€\,,,,hie �@R,\'::'.���\:`:``.`ax:,.'e•....\,,,,�.i6Z` �CC,& ...<. ,�„ w '\ '��.. ., :as �a \ �,,, \.\.\,.a,';\_,..,.�`•, ,,.�,a €'.. .. is, ♦ �_ Z THIS DRAWING IS AN INSTRUMENT OF SERVICE , �` i.^`:,>•.�,` ,�,�.;:., � '\� � a� � �'. ANDHEPR PROPERTY OF ELM INC.INC.AND SHALL a. $$ . THE USE 0 FTHIS REMAIN THEIR PROPERTY , < BE RESTRICTEDTOTHE DRAWING SHALL ORIGINAL SITE FOR WHICH IT ISPR PARED AND ?�� a ,a S. 1^ , w�a . ,�,... \�:a ..as ..,:a��, .♦'�< `�.. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO ♦3.x ..?a .»,`.�.., .\`' .;�:$.is ... ,a SUCH USE. i a `tea .•:rs s.• i a :.a �' to: •a: h^,,.�eaF"bo in3c• i�`\ata., a:.♦aa. .xa<.. o fir:=..�'>` ?�>'.,\'<>... �\�.:^'3:a`a„�.. ”, .'c\:.aa..>a<, PROJ.#: 16-21.1 t 1 n;.'L.''?�a=.>n c �a�\;<a.x:ab ..i>, �.. `'\..>a.\��...,:ai. .�.\a. .�`.\an\ .'?�",•c ....�_� ,\. :�.�,�..`��: �'< �: :�Fz'`�a .\,��.� � \��x♦, �.,�. \ \ �• DATE: 10.26.16 DRAWN BY: CGB ,i�..,a <a•:a�az�'' �. a� r; •r�.a aw.. .;:;\���,.,•.i, a. CHECKED BY: TLM SCALE: Imo' AS NOTED •':�;`�� `,. ?baa,.: )?` _,�`< `� .���"�\:�, , 3-1)VIEWS a NORTHEA5T VIEN 1 N SHEET NUMBER N O Cfl O AE2e3N r N O r PERMIT DRAWINGS planning arc Itecture landscape architecture urban design interiors environmental graphics ........................ ELM East ELM Studio 1035 Kings Avenue ..... ..... Jacksonville,FL 32207 t 904 296 8066 ELM West "'g\ Will The Maritime Building 911 Western Avenue Suite 575 Seattle,WA 98104 t 206 859 6485 elm-plan.com 0) C) C14 114 w g� 1. C) LU C�l C) Ln -j C:) w LU 0 C:) CC C) C) 00 C) 0 F < < ... ........ LU N0001 -17 Cd LU 5OUTHINE5T VEN < un co -0 > LU 2 U Cal ILL UJI =j 4-0 = LL 0 Ln z Uj co Uj In M 4W LU ISSUE DATES NO. DESCRIPTION DATE ..........------------- aw THIS DRAWING IS AN INSTRUMENT OF SERVICE gymk No .0 AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. -21.1 PROJ.#: 16 BMW DATE: 10.26.16 DRAWN BY: CGB ".0 CHECKED BY: TLM SCALE: AS NOTED ............ Ok, 3-1)VIEWS (0 N SHEET NUMBER 5OUTHEA5T VI.E.W. (0 AE2e4 C1 PERM DRAWINGS E KEYNOTE5 1 CONCRETE PAVING -SEE CIVIL DRAWINGS 2 CONCRETE SLAB ON VAPOR _ BARRIER OVER GLEAN COMPACTED FILL 3 CONCRETE FOUNDATION 4 BRICK VENEER MASONRY W/ MASONRY TIES (HB-2135 OR EQ.) PAINTED BENJAMIN MOORE AC-41 "ACADIA WHITE" 5 WD COMPOSITE PANEL (7 3/4" HEIGHT)W/CONGEALED FASTENERS ON MTL CLIPS (PAINTED BLACK) - OVER 15# FELT OVER FLUID APPLIED AIR BARRIER ON PRESSURE TREATED planning 13 12 11.5 11 10 q.4 q 8.8 .2 8 7.8 �.2 7 6.8 6.2 6 5.8 5.2 5 4 3 2 1.� 1 0A PLWD SHEATHING OVER tekR 1 PREFABRICATED STEEL PANEL WALL architecture AE3.1 SYSTEM. INFILL ALL JOINTS IN landscape architecture I I I I I I I I I I I I I I I I EXTERIOR WALL PANELS W/FOAM INSULATION urban design 1 I ( ( 6 tekR PREFABRICATED STEEL PANEL I 1 I 3. 1 1 1 1 I 1 I 1 1 1 1 I I I 1 1 1 I 1 I 1 WALL SYSTEM. INFILL ALL JOINTS IN interiors EXTERIOR WALL PANELS W/FOAM INSULATION environmental graphics I I I I 1 1 I 1 I I I 1 I 7 WEEP AND THROUGH WALL FLASHING HIGH ROOF L S 8 GROU _.1111. . 1111...._._ . q GWB ON MT TU S AI �J _ _ _ -_L ._ I I I I 25 -O � ELM East Y..�5 H.o ooF........._ _ 1111...1111 1111_ _ 1111.._1111. __ _1111 ___ _._.1111 _1111 1111. I I I 1 1 I I 1 I I I I 1 I I I I I I I i I I DRAWINGS M RAN ROOFING SYS M ON r 10 ME B E -� ELM Studio .. 1111 . I RIGID INSULATION (R20) ON METAL 1035 Kings Avenue _. .-. ville066 32207 1 I I 1 1 I I I I 11 I OOF FLASHING MEMBRANE ON t 904 296 8 DECK Jac son - _...._._....-_...__..................._._. .: 1111.1111..-1111-1111.-... -.._........._.-.._...... 1111. _ T.O. MT PRN L R MT PRN L L _ E_ T.O. L E ...__._._ 1.11.1... -1._._. ......... 1111__. .. _ _.. ----.1 _ :. 1111.. _. ._._ ._., :: II _ --. - ----...--....._ - - D _ _ _ .; - _ ___-- 1111.__.�-::- _..�1111 1111.-. ..::__ __ ::� __ ___ 1111 .......... „ { 20 - 8 �j GLASS MAT FACED GYPSUM BOAR Y - 8 11__1.1_ 11.11 1.111. 20 __._ _..__- ._. ON GOLD FORMED MTL FRAMING .. I I I I I I......_. -_--_. _. 1....-_-._..._.__ I,. : I I _ , I 1: I 1.... I I 1 I I I ELM West 1111_ _1111_ 1111__ .. ._. _1111.. . 2 IFS TRIM ri im B ildin T.O. MT PRN L T e Ma t e u g _. L E T.O. MTL PRNEL _ ___ _ ___ __ 1111__ _ __ ___ 1111 __ __ _ __ _ 14 POWDER COATED STEEL OUT RIGGER rn Avenue I ._.... ' 18 -O' 911 Weste 18� -O 15 POWDER COATED RADIU5ED STL Suite 575 ., - ttle,WA 98104 Sea 16 EXPOSED CEDAR FRAMING t 206 859 6485 I I I I I I I I I I I I I i I I I 1 17 1X6 T4G WOOD CEILING ON 5/5" LD FO RM elm- lan.co P YWD SHEATHING ON GO ED . . L M FRAMING RUN TSG TL 12 . I. r 1 I. I I - I 1 I, r. GONTINUOlJSLY OVER EXPOSED 01 ,� 3 , YP SS FRAMING G RE I . F 5T0 FRONT TOP O RE R NT __ _ _ ___ _._ _ _ __ _ 18 TOP OF.STOREF O ... .......... 10' - 8° I I I- I I �.. I I _ 0 ooeoe J 10 8 • I I I I I I FLUID APPLIED AIR BARRIER ON 5/S" INC ON GOLD FORME R PLYWD SHEATH D l I I I MTL FRAMING U o n��o 1.,.,. I I I I L 19 ALUMINUM COMPOSITE PANEL FASCIA o r-I 11 I I 1 o o 0 _- ": r D �- . �i� o O .,. Ir O mi 20 = O .. 1111 ..�. : WD COMPOSITE PANEL (7 3/4 p o - Q •o HEIGHT)W/CONGEALED FASTENERS is H I . k e } k � : o . I I I. 1. e I t I. I I I I I: . I ON MTL CLIPS (PAINTED BLACK) � �l 5 ... . . I I. G R 15 FLT OV R FLUID APPLIED F- I I I I I I. I'. : .I I .. .. .- _ _: I I .:, 1 . ►: GYRPS M BOARD ON GOLD FORMED _ I I. I I I I I I I I I 1 1 - 1 �:`•' I .. !. I . 1111... _.._.._..._........... --...._._...-.._...._._.... ......._ . .._1.1..1.1_. MTL FRAMING -----.._..._....-..- - _.__._._...... _ ..._......._....... I INC OOR 5Y5 M _ _- - ----- :L:, - L f I `. `_ ,' 21 ALUM. SLD D TE - -- I . I . - - - . _._. ...._._ -__- ......----- ...11.1.1._.._.__ .: . , 1. I,., I I I I I I I , f 1 I I I l 22 ALUM STOREFRONT SYSTEM LEVEL 1 . ... ..._ LEVEL 1,_ 23 MTL DECK . , ._ . - _ 1111 .. ... O O --_ . . ....... 1111._. . - ......_.-- ..... ..1..__111 . . . .. O _. _-.... . ..... • O . . . N S M MTL . . 25 . . . . . . . . : : :•" RGHI GTURAL STANDI G EA . 1111 .. __ _. ____ _____ . . __. ._ ___ ___._. �___.__. 1111. : _.. _ _._1111 . _. : : _ ___. __ _. 1111. I:- I. I _ 1 : I F. I _ • I I : . . . I : I , . . j.. 1 • : 1 . . + I. I . : R S F H RING /S LF . . . I. ROOF OVE EL ADE E I. _._. _. .. .- - _... : ; : : _, _..-1111_. 1111 ;. :....._.. -........ : : .... - = . ---_ --_--- . ._. _.. --.. _. ti . . , 1111 .. _, . . a . 4 _..._..__.._.. . . H INC M MBRAN ON PLYWD _.. a . . . : : : } } } 4 _ D KING OVER GOLD FORMED .e . . 1111_.. .1111_ _...._... ... _.._.__.-- --- -._ E ..._...: : ._.._.__ : 1111._.: ............_ ...-_ _. 1111 1111... ._1111_. ._ . _ , 1111. 1111., ..__....._! :1111..-1111_. ..- -. _ : : : . . . : .._......... .. .............. 1111.. i .........`.. ........... 1111. .. .. 1111.... ........... 1111.. 1111... .. 1111. ..: :.11:11: 1111:..:. 1111.. --. 1111 ............ 1111... 1111.. .......... 1111. 1111 ......... ........... 1111.. 1111. ... 1111. 1111... 1111._ 1111. ._._ .. 1111. 1111.. ......... 1111_.. .. ............ 1111 1111. :..:. _ a :.. ._ ._ .. i : .... ... 1111.... .._.. ....., . i ........... ...... ........ .. .............. ... 1111 .......... 1111_ ................. 1111 1111.. ._. 1111. .................. 1111. _._. ............ ........... ._.............. 1111.. ._......... ..: .. .. .. .. 1111.. 1111.. ................... . .. : : , : : : . . . . . ... . . , . : �' 1111...; ... . 1111. .........1111.. ............. .1111 ......... . . , . . . • , . . . . : i 1111. .. 1111 1111. 1111 - 1111-1111 1111.-- TA FRAMING . . 1111 _.. 1111_ ___ _ 1111 1111. _. 1111.. __.___ . _ _ _.. __._ _ _ . _._ _ .. ___ . _._ .. __ _. 1111._ _ __ 1111..: __._ _. 1111 26 OPEN CELL SPRAY POLYURETHANE FOAM INSULATION -WALL R1q/ROOF R30 � U 25 SIGNAGE -PROVIDE AND INSTALLED 1 BY OWNER. PROVIDE BLOCKING A5 A�E3.1 REGYP = W m M BU I LV INO 5EGTION 2q HON ER ROD TED 1" DIAMETER V) ca Q -o N 2 II I II 30 ARCHITECTURAL STANDING SEAM MTL w M 3/16 = 1 -0 • ROOF OVER SELF ADHERING /SELF ^/ U W V LL HEALING MEMBRANE ON PLYWD w J •. DECKING OVER POWDER COATED S ALUM. STRUCT. w M M 31 2'x2' 24 GA ALUM EXTERIOR RATED V) z L Q m ACCESS DOOR W/MORTISE LOCK >- < a V 32 5X5 ALUM. DOWNSPOUT. TIE INTO H � = I UNDERGROUND STORM SYSTEM a Q C 2 33 OVERFLOW SCUPPER AE3.1 34 ALUMINUM FASCIA � Q 35 ROOF DRAIN 1 J 37 PMMA FLUID APPLIED MEMBRANE M L K J H G F E D G B A FRIBERGLA55--MAT FACEDIGYPSUM BOARD ON 1/2" GPX PLWD ON GOLD w FORMED MTL FRAMING I I I I I I I I 35 6" BATT INSULATION -R1q 3q FLUID APPLIED AIR BARRIER ON - - - - _ _ I GLASS-MAT FACED GYPSUM BOARD 2 I I I I I I I I I I I I ON 2 1/2" GOLD FORMED MTL 3 3 ( FRAMING I I 40 CEILING AS SCHEDULED I I I I I I I I I I 1 I 41 1/2" GWB ON tekR PREFABRICATED ISSUE DATES _ I I STEEL PANEL. EXTEND TO DECK -_ I - _ q 1/2 ABO\/E NO. DESCRIPTION DATE 2_4 I I 43 HOLLOW METAL DOOR �' ©1.5 44 BRICK VENEER MASONRY W/ ' 1 ' ' y ...._............_-.. _ _ - I } t - - a MASONRY TIES ON CMU PAINTED I - - I r I 'a :,, ;, I I BENJAMIN MOORE AG 41 "ACADIA � WHITE" I I1' 26 I 45 BRICK ROWLOCK GAP - PAINTED I I I .I I` I I I I BENJAMIN MOORS AG 41 "AGADIA T WHITE" i 31 T.O. MTL PANEL PHA T PAVING S CIVIL _1111_ 47 A5 L EE i I 1 18 - O 45 CONCRETE CURB -SEE CIVIL 4q WD COMPOSITE PANEL (7 3/4" HEIGHT)W/CONGEALED FASTENERS = I I 1 ON MTL CLIPS (PAINTED BLACK) ry I 32 OVER 15# FELT ON 5" CMU . 4 53 METAL AWNING -SEE 1/AI-7.1 1 1 I : I i I I I I I 1 I 54 LIGHT FIXTURE AS SCHEDULED cfJ ,� 4 X4 WALL SCUPP R 55 E N - - R FRONT TOP OF 5T0 E NT _ = __ .... -__- .--_ ..1.111. __ 1111 56 ALUM. LOUVER -SEE MECHANICAL TOP OF 5TOREFRO_ „ 10' _8l I I I _I L--__ - I I O I 10 - 8 57 ARCHITECTURAL ALUM LOUVER 5ET IN N STOREFRONT FRAMING 53 I I I I I I I 60 4X4 ALUM. DOWNSPOUT TIE INTO I UNDERGROUND STORM SYSTEM THIS DRAWING IS AN INSTRUMENT OF SERVICE 63 GWB SOFFIT-SEE ID DRAWINGS AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS 1 I i I I I 44 64 SPANDREL GLASS DRAWING SHALL BE RESTRICTED TO THE O 1 ORIGINAL SITE FOR WHICH IT IS PREPARED AND , PUBLICATION THEREOF IS EXPRESSLY LIMITED TO I I I I SUCH USE. PROJ.#: 16-21.1 ' I I I i I 1 DATE: 10.26.16 -[�j LEVEL_1 ...._.._. I - ' - _ BY ... .. 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DC7 BUILDING SECTIONS 2 �� AE3.1 - 2 Q SHEET NUMBER N N _ o UI INC 5 GTION N 3/16„ = 11_01 • 1 AE2.1 AE3.1 1 1.7 2 3 4 5 5.2 5.8 ((0 6.2 2 6.8 1 7.2 7.8 8 5.2 5.5 q q.4 10 11 11.5 12 13 I I I I I I I I I I I I I I J. 106'-O" I i I I I I I I i I I I I I 7FA E OF BRICK (Z10-3 10-4 I 1 I planning rIF- d architecture - I I I d? landscape architecture ........ _ ........ urban design D.5. TIED TO O 1 UNDOER6ROUN STORM I , I Interiors �t SYSTEM -TYP I 1 I I - ED 22'-3, 1 I 1O'-8" ' 10'-8" ................_. I I LL I environmental graphics LU v O v I D- I I I 1 I I 4 9"I O 311l I I ELM East 3.5 1 I 23'-6" 3.4 I I _ " I 23'-6" I I 3.5 I 23-(7 I I I I ELM Studio r Ip 1 I G.J. I 1035 Kings Avenue ...... i_ _ 1Ah C 10 . 7 El I = Jacksonville,FL 32207 - - - - _ _ - - t 904 296 8066 - h , ._.:. ELM I G.J. 1„ West I ... I The Maritime Building ALIGN FACE OF BRICK W/ I i 911 Western Avenue Suite 575 MA50NRY AAIN5GOT t I GONG. CURB ( I 1 I 1 I I 1 I I Seattle,WA 98104 G.J. G.J. G.J. G.J. t 206 859 6485 t I I 1 I I I I 1 1 I J I � elm-plan.com I - - - - - - L I I 1 1 I I arn xx, w, x.x, xx 77 I; O NDN . ......... _._. N N11 001 cr_ LU SIM I 1 I I I I 1 I I I 0 ° °O s U o0Ln ! .i I I i ii LL go O 6 FLUID APPLIED AIR BARRIER ON 6LA55- I ) I. FLUID APPLIED AIR BARRIER ON 6LA55- .:..... ti cv 5. 51M MAT FACED GYPSUM BOARD ON 2 1/2" I I 1 I 1 MAT FACED GYPSUM BOARD ON 2 1/2" 1 _. I `. I o .( ° �'= O Q 2 I GOLD FORMED R IN6 @ LOUVER o b GOLD FORMED MTL FRAMING @LOUVER ;- ;; MTL F AM = - 3.4 Ilh k �o Fz N � - Q Q Q F I I } I _ .: ALUM. COLUMN AlT �r ALUM DOWNSPOUT TO UND6ER&ROUND STORM SYSTEM MATCH ALUM COLUMN I , 3 " L v -- - Q in 2 C9M W N co Q � N > M _ 3.4 I I I 1 I I I I I m W m cSJ 2 2 W V L.L. AE3.1 1 I I I I i I I I I I I I J I AE3.1 � D.1 I co co SEE Al DRAAIN65 FOR INTERIOR) W Q m LAYOUT AND DETAILS - - - - - - - - - - a v Uj Ln 5. 5 I 1 I ( I I I 1 I I I I AE5.1 I � ❑ - �' 3 i 1 I I I I I I I I I I I �I< O.q I $E Uj r I I I I I I f I ( I I gf AE2.2 2 FACE OF GMU W V I 2 •, I ISSUE DATES I J. NO. DESCRIPTION DATE _ O G.J. ' I _ - - - - - - F • F I G ry _ l f AE5.1 AF-5. - - - - - - -I - - - - --�'- - - - - - - - - 1 - - - - - - - - - - n I I I ` F ' e o Ya I »w..,.-r».:.....,..,..uwx..x.x ..xunr..,�,re,:a�wao-.».w....�:.,<:<.<,s,.r..... ...:........<x...<>. �. - _ _ _ - L.J. x tr � ..V.- <:. , G.J. � I � � I �, , ,�. i G.J. �........................................ 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I I I I I I I I I I I I I I IPROD.#: 16-21.1 I I I I I I I I DATE: 10.26.16 BOLLARD -SEE AE1.2 FOR DRAWN BY: CGB 1 1.1 2 3 4 5 5.2 5.5 6 6.2 6.8 7 1.2 7.8 S 5.2 8.8 q q.4 10 11 11.5 12 13 LOCATIONS TYPICAL CHECKED BY: TLM SCALE: AS NOTED 107-4" 1 �� 1 AE2.1 C�� FLOOR PLAN AE3.1 Q LO FLOOR PLAN SHEET NUMBER N 1'-0" 0AElel PERMIT DRAWINGS - N N O i KEYNOTE5 6 M L K 1 CONCRETE PAVING -SEE CIVIL 5.3 25 25 2 CONCRETE SLAB ON VAPOR _ BARRIER OVER GLEAN COMPACTED ----_ FILL 3 CONCRETE FOUNDATION I y _ 4 BRICK VENEER MASONRY W/ _ -- E -_ MASONRY TIES (HB-2135 OR EQ.) - HIGH ROOF -V y_ PAINTED BENJAMIN MOORE AG 41 a 25 O „ GADIA WHI - "- - -- - - - - - _- -`� -, -•'�_� _'- , _>'" -' - - _' - - _ ' -" ' -_ - -_: _:,_- -"_, ,F - - '- - _ -__ ;- - _- '� 5 WD COMPOSITE PANEL (1 3/4., HIGH ROOF - " ' Y - T a"•. _ T) RS 'V .25 —_ I T ) 18 I f ,may � „��,� , " ON MTL CLIPS (PAINTED BLACK OVER 15# FELT OVER FLUID APPLIED AIR BARRIER ON PRESSURE TREATED planning 0.0 3V - ♦ , ,_ .;r., _ � I ,� , ♦ ='_ >° PLWD SHEATHING OVER tekR p 8 ti PREFABRICATED STEEL PANEL WALL architecture 5.3 51M SYSTEM. INFILL ALL JOINTS IN EXTERIOR WALL PANELS W/FOAM landscape architecture I 26 :i INSULATION urban design 3q 6 tekR PREFABRICATED STEEL PANEL -r I WALL SYSTEM. INFILL ALL JOINTS IN interiors EXTERIOR WALL PANELS W/FOAM environments graphics .$ INSULATION I 1 WEEP AND THROUGH WALL FLASHING � I � 5 GROUT SOLID 9 GWB ON MTL STUDS. SEE Al ELM East DRAWINGS 2q ELM Studio 10 MEMBRANE ROOFING SYSTEM ON RIGID INSULATION (R20) ON METAL 1035 Kings Avenue DECK Jacksonville,FL 32207 11 ROOF FLASHING MEMBRANE ON t 904 296 8066 GLASS-MAT FACED GYPSUM BOARD 28 20 "' ON COLD FORMED MTL FRAMING ELM West 12 EIF5 TRIM The Maritime Building 14 POWDER COATED STEEL OUT RIGGER 911 Western Avenue y 15 POWDER COATED RADIUSED 5TL Suite 575 TUBE �,••,•;i'�_'° i .. .a. .v 'I -, - - Seattle,WA 98104 16 EXPOSED CEDAR FRAMING t 206 859 6485 11 1X6 T$G WOOD CEILING ON 5/5" PLYWD 5HEATHING ON GOLD FORMED elm-plan.com MTL FRAMING. RUN TSG CONTINUOUSLY OVER EXPOSED CYPRESS FRAMING � 4 O � 1 w . 18 ALUMINUM COMPOSITE PANEL OVER O I AII FLUID APPLIED AIR BARRIER ON 5, O ° PLYWD SHEATHING ON GOLD FORMED N ° ++ tiv J Ln MTL FRAMING ° cL V 12 1�I ALUMINUM COMPOSITE PANEL FASCIA ° o o° S >' O 20 WD COMPOSITE PANEL (1 3/4" O I ��o W S = O I i � HEIGHT)W/CONGEALED FASTENERS o � o Q .°�, � � � 23 ON MTL CLIPS (PAINTED BLACK) O �(� �� _ � � _ AE51 I 22 OVER 15# FELT OVER FLUID APPLIED N hi .( RE � 28 I I AIR BARRIER ON GLASS-MAT FACED Q 22 GYPSUM BOARD ON GOLD FORMED Q 11 MTL FRAMING 35 AE5.1 37 21 ALUM. SLIDING DOOR SYSTEM � I � 11 22 ALUM STOREFRONT SYSTEM 5 3'1 AE5 1 - 23 MTL DECK 5.3 25 ARCHITECTURAL STANDING SEAM MTL ROOF OVER SELF ADHERING /SELF W .: .� �... HEALING MEMBRANE ON PLYWD DECKINC METAL FRAMOVER GOLD FORMED L.1 26 OPEN CELL SPRAY POLYURETHANE I �' .'L` ..•I - FOAM INSULATION -WALL R19/ROOF R30 -" 28 IGNAGE -PROVIDE AND INSTALLED } 38 63 .. .. - :• . _ __ ;'" BY OWNER. PROVIDE BLOCKING AS - - 8 63 _ L r.'` R Q' E D til ;.: .:'::'� ' :.. ... .::.• .. 11 _ ,' -_---...-. _...- '( f,-. �.., 29 POWDER COATED 1 DIAMETER N HANGER ROD V N 11 16 30 ARCHITECTURAL STANDING SEAM MTL W M 3'-8" 16 15 18 ROOF OVER SELF ADHERING /5ELF W m LCL U HEALING MEMBRANE ON PLYWD • R NT __ .._.._ ®� .�®.r POWDER COATED TOP OF STOREF O _ _ ' e: ...: ..''...': . .: _ _ TOP OF STOREFRONT __ : 10' - 8" - _ _ - DECKING OVER 10' - 8" ALUM. STRUGT. � � � 31 2'x2' 24 GA ALUM EXTERIOR RATED � � W Q m ACCESS DOOR W/MORTISE LOCK � � d � •V � � (JI AE5 1 32 5X5 ALUM. DOWNSPOUT. TIE INTO J � � � I I � UNDERGROUND STORM SYSTEM Q Q � 10 33 OVERFLOW SCUPPER 4'-O 34 ALUMINUM FASCIA < Q 35 ROOF DRAIN 37 PMMA FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER 1/2" I � FIBERGLASS-MAT FACED GYPSUM BOARD ON 1/2" GDX PLWD ON GOLD W FORMED MTL FRAMING I I � 38 6" BATT INSULATION -R19 39 FLUID APPLIED AIR BARRIER ON GLASS-MAT FACED GYPSUM BOARD I I ON 2 1/2" GOLD FORMED MTL FRAMING 40 CEILING AS SCHEDULED 41 1/2" GWB ON tekR PREFABRICATED ISSUE DATES STEEL PANEL. EXTEND TO DECK W ABOVE NO. DESCRIPTION DATE 43 HOLLOW METAL DOOR 44 BRICK VENEER MASONRY W/ MASONRY TIES ON CMU - PAINTED � BENJAMIN MOORS AC-41 "ACADIA NTE WHITE" 45 BRICK ROWLOCK GAP - PAINTED I BENJAMIN MOORE AC-41 "ACADIA WH ITE" 41 ASPHALT PAVING -SEE CIVIL 21 45 CONCRETE CURB -SEE CIVIL - 49 WD COMPOSITE PANEL (1 3/4" m w m HEIGHT)W/CONGEALED FASTENERS ON MTL CLIPS (PAINTED BLACK) U_ OVER 15# FELT ON 5"CMU 22 I 53 METAL AWNING -SEE VAI-1.1 54 LIGHT FIXTURE AS SCHEDULED 55 4"X4" WALL SCUPPER � I i 56 ALUM. LOUVER -SEE MECHANICAL 51 ARCHITECTURAL ALUM LOUVER SET IN STOREFRONT FRAMING I 64 I 60 4X4 ALUM. DOWNSPOUT TIE INTO UNDERGROUND STORM SYSTEM THIS DRAWING IS AN INSTRUMENT OF SERVICE 63 GWB SOFFIT -SEE ID DRAWINGS AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS I 18 I I 64 SPANDREL GLASSUJI DRAWING SHALL BE RESTRICTED TO THE 8 ORIGINAL SITE FOR WHICH IT IS PREPARED AND q PUBLICATION THEREOF IS EXPRESSLY LIMITED TO I I5 1 SUCH USE. AE5.1 1 - 2 - 1 2 __.... PROD.#: 16-21.1 i I i 10.26.16 LEVEL 1 _ _ _ _ �j _ _ _ _. DATE. _ a _ Y OI _O11 � d`C i19•' _ _ _ Q _4' d a d ,Q _ r l ................ ..._. ._... 01 O _ A- ° � nJ - dd•^ - - a -` `= - O„ .' °� 'c° m" a - a' _ - .ad,, _ e _e a d°� � _• '- � - -'• `a _ - N BY. d e;_ -' d�° �� d � _e a DRAW CGB d 0 I• 'b d d a _._. _..... : -_. • . CHECKED BY: . � e a 0 .o e TLM : d ,e - -• _.. _..._. <_ :- a SCALE: .. ....._ �..- ...._. : ._..._. is i d O AS NOTED .._._....... �. : �: a .a ............. ....... ..__-...... ....... .... ........ ....- _.._. ....... ......... .. ._ _ _ _ `e i a : e i I _ __ WALL SECTIONS - . : 1. i i _.___: __-_._- ...-.__. _. .. -.._... . _ _ __ _...._.. _..------- .. ... _..-..- T NUMBER _-- ... SHEE N CN O INI�LL 5ECTION NALL 5ECTION AE3 . 3 2 d 1 _ o N d 3/—T11 11_011 /�T�I 1I_O�� Cl I - KEYNOTES 1 CONCRETE PAVING -SEE CIVIL DRAWINGS 2 CONCRETE SLAB ON VAPOR _ BARRIER OVER CLEAN COMPACTED FILL I 3 CONCRETE FOUNDATION 4 BRICK VENEER MASONRY YV MASONRY TIES (HB-2135 OR EQ.) ( ( (OA 1 PAINTED BENJAMIN MOORE AC-41 1 "ACADIA WHITE" 5 WD COMP051TE PANEL (7 3/4" 1 ON MTL CLIPS (FAINTED BLACLED K) OVER 15# FELT OVER FLUID APPLIED AIR BARRIER ON PRESSURE TREATED planning PLWD SHEATHING OVER tekR I PREFABRICATED STEEL PANEL WALL architecture SYSTEM. INFILL ALL JOINTS IN I I I I I EXTERIOR WALL PANELS W/FOAM landscape architecture INSULATION urban design 6 tekR PREFABRICATED STEEL PANEL I I I WALL SYSTEM. INFILL ALL JOINTS IN interiors 5.3 _ - - - - _ _ EXTERIOR WALL PANELS W/FOAM T.D. MTL PANEL INSULATION environmental graphics I „ i I '1 WEEP AND THROUGH WALL FLA5HING I 20 - 8 5 GROUT SOLID I �4 � I I I 12 I 9 GWB ON MTL STUDS. SEE Al ELM East DRAWINGS 10 MEMBRANE ROOFING SYSTEM ON ELM Studio I I I RIGID INSULATION (R20)ON METAL 1035 Kings Avenue I _I _ DECK Jacksonville,FL 32207 10 11 11 ROOF FLASHING MEMBRANE ON t 904 296 8066 4 5'3 GLA55-MAT FACED GYPSUM BOARD 3 3 5.3 i ON COLD FORMED MTL FRAMING ELM West J, 5.3 1111 5.3 51M _ - _ - _ 51M I I 12 EIF5 TRIM The Maritime Building 1 14 POWDER COATED STEEL OUT RIGGER 911 Western Avenue 1 10 15 POWDER COATED RADIU5ED 5TL Suite 575 T.O. MTL PANEL _ -0T.O. MTL PANEL.. �,�j T.O. MTL PANEL......... Y 151 -011TUBE Seattle,WA 98104 I I I I I 11 1 - - -1 16 EXP05ED CEDAR FRAMING t 206 859 6485 12 11 12 12 .J-- � � I 11 17 1X6 T46 WOOD CEILING ON 5/5" U6-- . 1 _j1 PLYWD SHEATHING ON COLD FORMED elm-plan.com _ I_ I_ 1O MTL FRAMING. RUN T46 1 O L TE _ GYPRE55O FRAMUSLY O OVER EXPOSED o 0 71 .I I I I I 18 ALUMINUM COMPOSITE PANEL OVER O 1 aC 1 FLUID APPLIED AIR BARRIER ON 5/8" O O°°°° � i I I PLYWD SHEATHING ON GOLD FORMED � °° v J � t I I I I MTL FRAMING V � cL � _ - h J015T BEARING -REAR 19 ALUMINUM COMPOSITE PANEL FASCIA 4 g-j C> aC> a J � �" 15' - 9" ` 20 WD COMPOSITE PANEL (1 3/4" p w ' = p 1-1--� �� ° t >- O 5 1 11 'I I I HEIGHT)W/CONGEALED FA5TENER5 °;,� Q %��,� O Q 'I I OVER 15# FELT OVER FLUID APPLIED 6V& °°° co ON MTL CLIPS (PAINTED BLACK) O X, ° °° r I I I I I I AIR BARRIER ON GLA55-MAT FACED Q ~ ';I I GYP5UM BOARD ON COLD FORMED Q MTL FRAMING 21 ALUM. SLIDING DOOR SYSTEM I* I g I I I I I I 22 ALUM STOREFRONT SYSTEM I I I ` I I 23 MTL DECK 1 41 L I 41 5I I I I 25 ARCHITECTURAL 5TANDIN6 SEAM MTL I I ROOF OVER SELF ADHERING /SELF W I I I I HEALING MEMBRANE ON PLYWD 01 0I I DECKING OVER COLD FORMED (D-� ' 5 I I I ;I I METAL FRAMING 'I I I ;,I I 26 OPEN CELL SPRAY POLYURETHANE I FOAM INSULATION -WALL R19/ROOF < = 5'-1" , I 1 I , R30 I - I I 25 SIGNAGE -PROVIDE AND INSTALLED2 U I 37 I I ( I ( BY OWNER. PROVIDE BLOCKING AS a 12 a - - - I I ` I I REQ'D m M I I 5' E 3 # I I 29 POWDER COATED 1" DIAMETER W Q N 5.2 I ry - - - - - I I HANGER ROD C ; M __.__._I: 30 ARCHITECTURAL STANDING SEAM MTL c :,,.,. .mF ,, w: F4M 1 .._.r- 1 ����,,�.�� ,,,.,���,,,�,F_,.�.,..m� „ r,e� ��w Mak A u s n. w,...� a....... R F LF � CO � g 00 OVER SELF ADHERING /SE U W V ft TOP OF STOREFRONT f I TOP OF STOREFRONT I I ... HEALING MEMBRANE .- TOP OF STOREFRONT ..... .1111.. . ..I. ....... -. ._.1...111. 11 1 1....... 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O I I WHITE" ® 1 DD 47 ASPHALT PAVING -SEE CIVIL 1 45 CONCRETE CURB -SEE CIVIL D.10 - ® 49 WD COMPOSITE PANEL (7 3/4" `� Cz O p HEIGHT)W/CONGEALED FASTENERS I r- m D m 3q ON MTL CLIP5 (PAINTED BLACK) 6 D ® OVER 15# FELT ON 5" CMU 53 METAL AWNING -SEE 1/AI-7.1 ... 1 .11 I ® 1 57 ® I 22 1 54 LIGHT FIXTURE AS SCHEDULED O I ® I 55 4"X4" WALL SCUPPER _ . D , D I O I i q 56 ALUM. LOUVER -SEE MECHANICAL O® ® -(D . 57 ARCHITECTURAL ALUM LOUVER SET IN B 11 . STOREFRONT FRAMING ® 1 60 4X4 ALUM. DOWN5POUT TIE INTO ® O I UNDERGROUND STORM SYSTEM THIS DRAWING IS AN INSTRUMENT OF SERVICE D 10 ® I 63 GW$SOFFIT-SEE ID DRAWINGS REMAIN ETHEOIR PROPPERTY ORTY ELM, T�HE USE OF THIS INC.AND L 5• ® I 64 SPANDREL GLA55 DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND r : �O 1 10 PUBLICATION THEREOF IS EXPRESSLY LIMITED TO D It 5. D I SUCH USE. 2 1 ® I 51M ® 2 L O O 1 2 PROD.#: 16-21.1 11 ° e I ih LEVEL_1 LEVEL 1 DATE -�p O�. 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E 1111.1111. a _ '- - d a CHECKED BY: TLM E : _ °_ : : : : : : d _ - 1111 ........... .._...... .............. 1111 ........ .......... .1.... .... n - 1111_ 1111....... ............ ------_ ......_ ............ , - . . . : 1111_: ..._.-- ` - 1....1.11. _ : a _.-1111.-1111. :1111. .............. .. ...-.... -._.- :.. . . d, d .. ......... � . � : � : : d a _ : . . 1111.1111 ...._... e e' . ., , _ .._._...1111 ---1111 1111_..-_. 1111._. . . ........ - . . : . . : : _. :_. _.: � .. ._ e o 1111_.: : .. _ : . . . _ - . . : : : . . . : : : - d . . . : : .. 1111 - 1111.-.- - �! 1111. :. 1111. 1111...... 7 : : - � .. . . . ._ e .. : 1111 - __. ..1111._-: _..- .._._..._: - d ..._. , ...._....... :1111 1111__ . . : : : : : : - - ... - _ .__ .. ._--- ._. o _ : - e a `, ° SCALE - ------. ....__....._._.. _....._._._. - a 1111-`'---.. ._1...1.11....._.. ------ _ ..---- ---. i- . e - : : : a _. ...._....... ._.......... .._....... .1111 ...._._...... _. 1111... ......._.. _. 1111. - d : : : e I J _ 1111 : '_ .� -.� ', 1111.. - - - - d . AS NOTED ° - -- ...._........ . o ---- --. . -1--"' .�---_. 1-: ._ _ a �e : . : -- - - a : 1111__ 1111. .. ;... a° . : -_-.. _ - - _._ _._ _ a . . : _ .-._.._._..._. 1111.. 1111... - ---- 1111.. -. ., -- -a ! ..: ... 1111.- - a - .___.___. ..__......_..._. ......-.. ..- 1111-,111 1 .__..._..__. - .- - - 1111.. .. -. 1 111... __....... --- -d - . .._. .........._..-. ........' . ' --- - e _ 1111_: :............... _ ..1.1..11: :............. . , . ..1111... _ .......- .... .._... .......... _ _ a. _ . . . . . . : : : : ; ... I.. 1111_ -- -1.- ._...... ... ......... -v d d : : , ,d - a : : : : : . : : � _- . ...._... _ _ -_- ........ _1111._. 1111.-1111 ... .......... .----- . I. ....- d -._1111 a : : . . . . . .1111 : _ i . _. I-. _ 414 044, 1111 1111. --. 1111. .-_ l ..__ ' . ... 1. : ...I. 1111 --------_..€ XNI 111...1..__. .._......... : : _._...._.__ - ........€ ....._..._ -- . - - - __ - .. _ _1111... - ...; ,__ _ _......._.,.. _1111 ..,._ is_._ '. ...3_... .. .. .. .. E ,... .. 1111. -- ! ._._...:..._.-. ! ..- 1111 :1111..:. : - -._ : i -.111..., ... ......... 1111 ............ 1111_._ 1111.. 1111.. 1111. .........._. _. __._ -._. .1111... - 1111 1111... ' _...._._. -._ 1111 ;. WALL SECTIONS .. ......_ ... ... . _. --- __ __. : . _ ........... .......-.... .._ ..I.... ...... .. -. L.. . :: _. _ .. 0 7-0 _ : --_ __ � , - __ _ _ 1 � __.. _ _- _-_- _ . . . _ . __ . ... ...... .. ... N s z ............... N I _ ; : _' -.._._... .. ...1--: j 11-1 SHEET NUMBER .. j.. 0 _ o . IN3 ------- - -- -� �=l �� F%LL BIECTION AALL 5ECTION AALL 5ECTION N 1 3/4" = 11_0" 3/4" = 1' 0" AE394 3/4.. = 11_O�I I I PERMIT DRAWINGS KEYNOTE5 1 CONCRETE PAVING -SEE CIVIL DRAWINGS 2 CONCRETE SLAB ON VAPOR _ BARRIER OVER CLEAN COMPACTED FILL 3 CONCRETE FOUNDATION 4 BRICK VENEER MASONRY W/ MASONRY TIES (HB-2135 OR EQ.) PAINTED BENJAMIN MOORE AC-41 "ACADIA WHITE" 5 WD COMPOSITE PANEL (1 3/4" HEIGHT)IN/CONGEALED FASTENERS ON MTL CLIPS (PAINTED BLACK) OVER 15# FELT OVER FLUID APPLIED AIR BARRIER ON PRESSURE TREATED planning PL3 12 PREFABRIIC ATED STEEL PANEL WALL architecture SYSTEM. INFILL ALL JOINTS IN landscape architecture EXTERIOR WALL PANELS W/FOAM INSULATION urban design 1 I i 6 tekR SYSTEM.INFILLL JOINTSN N L � interiors ' 5.3 t I I EXTERIOR WALL PANELS W/FOAM INSULATION environmental graphics T.O. MTL PANEL -7 WEEP AND THROUGH WALL FLASHING 45 20' - 5" 8 GROUT SOLID 12 9 GWB ON MTL STUDS. SEE Al ELM East DRAWINGS I I i ELM Studio I 10 MEMBRANE ROOFING SYSTEM ON 1 1 RIGID INSULATION (R20)ON METAL 1035 Kings Avenue I DECK Jacksonville,FL 32207 11 ROOF FLASHING MEMBRANE ON t 904 296 8066 I 1 GLA55-MAT FACED GYPSUM BOARD LON GOLD FORMED MTL FRAMING ELM West 12 EIF5 TRIM The Maritime Building 14 POWDER COATED STEEL OUT RIGGER 911 Western Avenue 44 d 1 10 1 15 POWDER COATED RADIU5ED 5TL Suite 575 in T.O. . MTL PANEL TUBE Seattle,WA 98104 -$ 18 r. _.�._ 16 EXPOSED CEDAR FRAMING-O 8 t 206 59 64855 _ 1-7 1X6 T4G WOOD CEILING ON 5/S" 55 GH -7. PLYWD SHEATHINGON GOLD FORMED elm-plan.com I MTL FRAMINRUN TSG a' CONTINUOUSLY OVER EXPOSED • 1 1 I I 10I CYPRESS FRAMING O I 15 ALUMINUM COMPOSITE PANEL OVER O 114 LU OC LEVEL 1 I FLUID APPLIED AIR BARRIER ON 5/8" .01..-OI1...... ......... .......p =a` I I PLYWD SHEATHING ON GOLD FORMED ° /y0 LLn e d o_ a 1 a e a_ • J a d• _ MTL FRAMING O O 0Y l"'1 , O � d: 1 q ALUMINUM COMPOSITE PANEL FASCIA — ( 20 ° w ____ _ JOIST 15 9 BEA POSITS PANEL (7 3 ��r o Q oto 2' H OC OL _ GGOMW/CONGEALED FA5TENER5 j� o° �� O Q RING WD x ON (PAINTED BLACK) �! ° G, l= OVER T15 FELT OVER FLUID APPLIED h b °°°° G� t 1 I I AIR BARRIER ON GLA55-MAT FACED X4! , - - 5.4 I 1 - - - — - — - GYPSUM BOARD ON GOLD FORMED MTL FRAMING 21 ALUM. 5LIDING DOOR SYSTEM 41' edc A Ad 22 ALUM STOREFRONT d' 4 MTL DECK 3 a : ,e ••'• 25 ARCHITECTURAL STANDING SEAM MTL a • - ROOF OVER SELF ADHERING /SELFuj a_ s :d.' . a - HEALING MEMBRANE ON PLYWD 10 ...... :........ - .� DECKING OVER GOLD FORMED -- METAL FRAMING NO I I 26 OPEN CELL SPRAY POLYURETHANE FOAM INSULATION -WALL R19/ROOF - — � Rao 2 U 28 SIGNAGE - PROVIDE AND INSTALLED AALL5ECTION 41 BY OWNER. PROVIDE BLOCKING AS Q • REGD m M 411 I n I I 29 POWDER COATED 1" DIAMETER W Q N 3/4 = 1 -0 32 � HANGER ROD V 1 co C > M _ _ _ _ _ _ 30 ARCHITECTURAL STANDING SEAM MTL W G . ROOF OVER SELF ADHERING /SELF U W m u. HEALING MEMBRANE ON PLYWD J �- S TOP OF STOREFRONT I — — — — — — DECKING OVER POWDER COATED _ _ _ _ _ _ ALUM. STRUGT. i� M M 31 2X2 24 GA ALUM EXTERIOR RATED (� W Q m ACCESS DOOR W/MORTISE LOCKUj d. V 32 5X5 ALUM. DOWNSPOUT. TIE INTO UNDERGROUND STORM SYSTEM QLn I i 33 OVERFLOW SCUPPER 34 ALUMINUM FASCIA Q 35 ROOF DRAIN 31 PMMA FLUID APPLIED MEMBRANE y ROOFING SYSTEM OVER 1/2" F FIBERGLASS-MAT FACED GYPSUM a BOARD ON 1/2" GDX PLWD ON GOLD w 45 FORMED MTL FRAMING 4 I I I I 38 6" BATT INSULATION - R19 39 FLUID APPLIED AIR BARRIER ON GLA55-MAT FACED 6YP5UM BOARD 1 ? ON 2 1/2" GOLD FORMED MTL 17 FRAMING 25 I I 40 CEILING A5 SCHEDULED 41 1/2" GWB ON tekR PREFABRICATED ISSUE DATES I i I STEEL PANEL. EXTEND TO DECK ABOVE NO. DESCRIPTION DATE 6 51M 43 HOLLOW METAL DOOR 5.3 44 _ _ _ _ BRICK VENEER MASONRY W/ MA50NRY TIES ON GMU - PAINTED BENJAMIN MOORE AC-41 "ACADIA WHITE" t'= G>_ 45 BRICK ROWLOCK GAP - PAINTED ', y BENJAMIN MOORS AG-41 "ACADIA WHITEII 4� ASPHALT PAVING -SEE CIVIL 18 I I 4 I € 48 CONCRETE CURB -5EE CIVIL 1 8 -• "j � 49 WD COMPOSITE PANEL (7 3/4" HEIGHT)W/CONGEALED FASTENERS ON MTL GLIP5 (PAINTED BLACK) 6 I I 1 1 r I OVER 15# FELT ON 5" CMU E5.4 I I I I 53 METAL AWNING -SEE VAI-7.1 11 6„ - - - 54 LIGHT FIXTURE A5 SCHEDULED 7/1 I i 55 4"X4" WALL SCUPPER I 56 ALUM. LOUVER -SEE MECHANICAL 57 ARGHITEGTURAL ALUM LOUVER SET IN ' I I I q STOREFRONT FRAMING . .; 60 4X4 ALUM. DOWNSPOUT TIE INTO . . 1 r UNDERGROUND STORM SYSTEM THIS DRAWING IS AN INSTRUMENT OF SERVICE 20 26 3 I I 8 63 GWB SOFFIT -SEE ID DRAWINGS AND THE PROPERTY OF ELM,INC.AND SHALL 5,4 s REMAIN THEIR PROPERTY. THE USE OF THIS ..... ......... .4q...._....._.. 64 SPANDREL GLA55 DRAWING SHALL BE RESTRICTED TO THE I I ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO � 1 I I _.................8.............. y. SUCH USE. 10 5.3 , 5 I I I i 2 O.H. PROD # 2 1 : 16211 1 i DATE: 10.26.16 LEVEL 1 _.., LEVEL 1 01 _O" ° b f< aA ;° OI OII d; a 6 DRAWN BY: CGB e v v •a e e- I v ° d a .o _ _ a e d a a v d •v e' d Q. - d CHECKED BY. TLM , 1 t : - A _ - - a t „ O •'d y '.. SCALE 9 d- •O A d d e a 0 a AS NOTED d _ - ----- ........._..._ _..___._. ..._.._.- -.. �d as d a, _ - v . _ e t ? a a e d ° e v d 0 v 1 a i 1_ , ° d ° `e WALL SECTIONS _...-_ ..-..-.... ♦ - - •, ,. -. .... . , _.-._........... a .._.... .... d a -m" a.d ' .... a* .. ...... , oil , - a ,e e < d ........... Id .a ------------- L0 A _ - - �• a e ._. ..-...- .. ....._.. - _ L - - SHEET NUMBER NAL BECTION 1NlI�LL 5EGT101� lNIALL SEGTI01� �. N N � II I II 11 I II II — I 11 3/4 = 1 -0 3/4 = 1 0 3/4 - 1 -0 _ I i FOAM INSULATION II s i, $ x _ FIBER&LA55-MAT FAGS � s b GYP5UM BOARD 5HEATHING PAINTED WD COMPOSITE PANEL ON BRICK MTL CLIPS (PAINTED BLACK) I 16 GA ALUM BREAK MTL COL COVER, FRAMING W/FLUID APPLIED VENEER OVER 15#FELT OVER FLUID = it _ " 4} _ '- f, � I) - _,_._�� _ =�• - MATCH STOREFRONT. FULL LENGTH AIR BARRIER � APPLIED AIR BARRIER ON II;Y; _ y', PIECE, NO JOINTS. 51M AS REGD. i GLASS MAT FACED GYP5UM BOARD ON GOLD FORMED ��J 8 _ SEALANT AND BACKER tekR PREFABRICATED MTL FRAMING (RADIUSED) I ALUM.SLIDING DOOR SYSTEM I RDD STEEL PANEL WALL d w it 5TL COL SYSTEM SEALANT AND .„ R RODBACKEALUM THRESHOLD 5ETIN FULL J015T BEARING planning /Z zzOA BEAD OF SEALANT 3.32° 1� _0 11 a INTERIOR STUD �� ' ' ROD NT AND BACKER architecture Y. SEALANT AND WALL/FURRING -SEE PT BLOCKING 00 00 BACKER ROD {" SEALANT AND BACKER i Al DRAWINGS A5 REQ. k* _ landscape architecture 00 00 BATT INSULATION 4 ROD N 00 FINISH FLOOR A5 i 5TL COL. urban design 3 SCHEDULED Interiors AGM PANEL CLIP AND LEVEL 1 enta graphics F _ environmental SEALANT OVER FLUID I APPLIED AIR BARRIER ON . E.J. e ' ,u a CONCRETE SLAB ON _ 5/5"GDX PLYWD ON ° a e d d' d VAPOR BARRIER GOLD FORMED MTL °. ° °, . ,_ ° d° 9 m GONG. PAVING FRAMING RADIUSED Q °'° e d a e ° ° -0-e I ELM Studio e ELM East ( ) °. OVER GLEAN s ° e COMPACTED FILL e d °e 11.1/ a d °, , _ ° 1035 Kings Avenue d F ft --- d = ALUM STOREFRONT ALUM STOREFRONT Jacksonville FL 32207 , 00 ............ i d v. ......... _ , 2 6 066 a , 04 9 8 ° `�- NT AND BACKER NT AND BACKER SEALANT I SEALANT cAGWB ON MTL STUDS COMPACTED FILLS b �`d `a °n" ROD RDD ALUM. ELM West „z °, ONT `r (RADIU5ED) ..... ALUM BREAK MTL COL COVER BATT INSULATION SYSTEM The Maritime Building .s r- 16 GA EA STOREFRONT 911 Western Avenue SEALANT AND BACKER MATCH STOREFRONT. FULL LENGTH PIECE, NO JOINTS. 51M A5 REGD. Suite 575 ROD CAULK AND BACKER Seattle,WA 98104 t 206 859 6485 ROD 5E6MENTED ALUM. SEALANT AND elm-plan.com STOREFRONT SYSTEM BACKER ROD HEADFRONT DETAIL: 5TOREFRONT JAMB COLUMN DETAIL: 5TOREFRONT JAMB o a DETAIL: 5ILLC� 5T0 o Q 6 3 0 00 � W 12 II I II II II I II II = 1_ II kD J 3 = 1 _0 3 = 1 -0 3 = 1 -0 3 10 N r a� � Ln J r o Q J q* e o° � 7 �' O BATT INSULATION 1/4" � o " SEALANT AND BACKER 3 0 � O Q ROD SEGMENTED ALUM. oo \� r STOREFRONT SYSTEM 1.0 ( RE ALUM. BREAK MTL FLA5HIN6. FIBERGLA55-MAT FACE GYP5UM _ Q EXTEND UNDER STOREFRONT. SEALANT AND BOARD 5HEATHIN6 ON GOLD ALUM. STOREFRONT MATCH STOREFRONT BACKER ROD FORMED MTL FRAMING W/FLUID SYSTEM APPLIED AIR BARRIER CAULK AND SEALANT AND BACKER PMMA FLUID APPLIED — -- r-- — `# INTERIOR STUD BACKER ROD MEMBRANE FLA5HIN6. I CAULK AND WALL/FURRING -SEE i ROD EXTEND UNDER STOREFRONT r fi° BACKER RDD Al DRAWINGS W I ` PT BLOCKING FIBER6LA55-MAT ;: ° �� n �, A5 REQ. ALUM.SLIDING DOOR SYSTEM FINISH FLOOR A5 PT BLOCKING PT 2X BUCK-WRAP I FACED 6YP5UM BOARD - SCHEDULED A5 REQ. PT BLOCKING A5 REQ. BUCK YV/FLUID i 5TL COL. ---- - ` —r-- - - -rT ALUM THRESHOLD SET IN FULL APPLIED AIR BARRIER BEAD OF SEALANT CONCRETE SLAB ON -c\v a E.J. VAPOR BARRIER I M W m N PMMA FLUID APPLIED Res OVER GLEAN — — MEMBRANE ROOFING Y GONG. PAVING COMPACTED FILL � Q ; N , _ M SYSTEM OVER 1/2" g e .'' �— W = CCI------ or " r<, LEVEL 1 . d FIBERGLASS-MAT FACED ��r O� _ O� ° 4d-,,. d �u t� GYP5UM BOARD ON 1/2 GDX INTERIOR STUD -� � O PLYWD ON GOLD FORMED \ t v i ° d°° d d`_ ce ° ;, " N MTL FRAMING a a d °-' : °; d ;,e `' ° ALUM.5TOREFRONT 5TL COL. WALL/FURRIN6 -SEE _ a _ e a d - AlDRAWINGS I OC (D a b q SYSTEM I �j Q m x , 6WB ON MTL 5TUD5 a , d a d d e ." ° d; e"a W cri ./ a NT AND BACKER rq e a d. ° ' SEALANT J L .�� _ d �. _ °.; - - - _ ,- -. ' ° •d. _e, � . - ROD t0 1X6 T$G WOOD CEILING ON 5/8" n. e � a PLYWD 5HEATHIN6 ON GOLD _ a FORMED MTL FRAMING. a ° d d` 'd ° J ° VENEER PAINTED BRICK _ COMPACTED FILL -- e a tekR PREFABRICATED e e d d N ' L WALL E AGM PANEL CLIP AND ` `° :d d e, STEEL PA . _.......,. 3 ---- _.. SYSTEM r _. BRICK VENEER Uj z SEALANT OVER FLUID ° .; PLIED AIR BARRIER ON 1/2"x 3/4"WD TRIM 5/5"GDX PLYWD ON Q GOLD FORMED MTL tekR PREFABRICATED STEEL FRAMING (RADIU5ED) PANEL WALL SYSTEM • DETAIL: 5TOREFRONT JAMB DETAIL: 5TOREFRONT JAMBD�T�IL. 51LL �T G�1�0�'YD�T�IL. SILL @ SLIM G DOOM ISSUE DATES 8 � � 2 11 11 I 11 I I I 11 11 = I 11 = 3 = 1 -0 3 1 -0 311 11-011 NO. DESCRIPTION DATE AGM PANEL SEALANT JOINT -7.5 RECESSED FIRE AGM PANEL CLIP AND SEALANT EXTINGUISHER 8.8 OVER FLUID APPLIED AIR INTERIOR CABINET WHERE WALL/FURRING -SEE Al OCCURS BARRIER ON 5/8"GDX PLYWD i DRAWINGS AGM PANEL CLIP AND SEALANT I ON GOLD FORMED MTL OVER FLUID APPLIED AIR FRAMING BARRIER ON 5/8"GDX PLYWD ............ ON COLD FORMED MTL INTERIOR STUD FRAMING WALL -SEE Al BATT INSULATION DRAWIN65 R SEALANT AND BACKER71 5E6MENTED STEEL TUBE R h ROD fira ALUM.STOREFRONT AGM PANEL CLIP AND 9 :g w \ I \ SEALANT OVER FLUID SYSTEM = THIS DRAWING IS AN INSTRUMENT OF SERVICE APPLIED AIR BARRIER ON GWB ON MTL 5TUD5 AND THE PROPERTY OF ELM,INC.AND SHALL 5/8 GDX PLYWD ON �r (RADIUSED) 1- 1" $ \ REMAIN THEIR PROPERTY. THE USE OF THIS GOLD FORMED MTL � — _ y yy ALUM.STOREFRONT \ \\ DRAWING SHALL BE RESTRICTED TO THE FRAMING (RADIU5ED) ;Rh A COL.CENTER LINE — i I SYSTEM \\ \\ ORIGINAL SITE FOR WHICH IT IS PREPARED AND < 1 I y \ \ PUBLICATION THEREOF IS EXPRESSLY LIMITED TO _ AE5.1 SUCH USE. 5TL GOL y i 5TL GOL \ TOP OF STOREFRONT \ \ \ IF5 OVER tekR _ ALUM.STOREFRONT y i � \\ \ PREFABRICATED _... _......... _.. _...... _____ — SYSTEM PROJ.#: 16-21.1 ( \ _ ALUM.5LIDING STEEL PANEL WALL yy� y RAIN LEADER DOOR SYSTEM \\ \\\ SYSTEM DATE: 10.26.16 STRUCTURE y \\ DRAWN BY: CGB SEALANT AND SEALANT AND BACKER BACKER ROD ABOVE it yy 5TL COL. \\ \\\ CHECKED BY: TLM SEALANT AND BACKER y STRUCTURE ABOVE \\ 1 SCALE: AS NOTED ROD ROD y '1 1/4 \, „ \ RAIN LEADER � 1/41. y AGM PANEL CLIP AND SEALANT y AGM PANEL CLIP AND SEALANT \ \\ y 0 AGM PANEL CLIP AND SEALANT OVER FLUID APPLIED AlR y OVER FLUID APPLIED AIR i \ � , OVER FLUID APPLIED AIR BARRIER ON 5/5"GDX PLYWD y BARRIER ON 5/8"GDX PLYWD \ \\IQ ��1 STOREFRONT DETAILS SEGMENTED ALUM. ON GOLD FORMED MTL y \ STOREFRONT SYSTEM BARRIER ON 5/8"GDX PLYWD y y�a ON GOLD FORMED MTL \ \ AGM PANiP ON GOLD FORMED MTL FRAMING I yy FRAMING Q\\ \\ �Q� y ti \ SEALANT J01� g FRAMING , AGM PANEL \ \ Q 5EALANT JOINT77 \ M SHEET NUMBER CN • 5TOREFR01`111�T JAMB ENLAR&ED PLAN E1�LARGED PLAN �T�IL. ���D D�T�iL N 4 11 I II 1 11 1 II 10 � II I II N 311 = 11_011 3 = 1 -0 1 1/2 = 1 -0 1 1/2 - 1 -0 • _ o f 1 1" 1/2" 6W6 ON INTERIOR PT 2X BUCK-WRAP PREFABRICATED ' 5TEEL PANEL WALLWALL/FURRIN6 -5EE BUCK W/FLUID INTERIOR WD COMPOSITE Adak IAC COMPOSITE PANEL Al PRAPPLIED AIR BARRIER WALL/FURRIN6 - PANEL ON MTL i SYSTEM ANINC75 I ON MTL GLIP5 (PAINTED w _ i I 5EE AI DRAWIN65 GLIP5 (PAINTED ` BLACK) a- BLACK) OA - - - - - - - - - - - - - - - - - - - - I W LL— I I 15#FELT : RI61D IN LATION FLUID APPLIED AIR I _ a _ I i 5%TUBE BARRIER ON 5/8" PLYWD I21 15#FELT 5HEATHIN6 OVER tekR r- I RIGID IN5ULATION _ I lannin PREFABRICATED STEEL I l FLUID APPLIED AIR I p g I I M BARRIER ON 5/8 PLYWD PAN WALL 5Y5TEM architecture EL a - - I 5HEATHIN6 OVER tekR i PREFABRICATED 5TEEL i landscape architecture TOP OF STOREFRONT I _ _ ___ ,` ', � PANEL WALL 5Y5TEM I urban design o cLCL- SEALANT AND BACKER I interiors V Lu environmental graphics .._._......._._._._ ROD -�'" ;� �- WD COMP051TE g p PANEL ON MTL r FLUID APPLIED AIR BARRIER I PLASTIC GAP TO CONGEAL z4" ON 6LA55-MAT FACED GLIP5 (PAINTED RECE55 FA5TENER _ BLACK) 2"DEEP ALUM.DRAINABLE ------- >: ARCHITECTURAL LOUVER W/ GYPSUM BOARD ON 2 1/2" ELM East GOLD FORMED MTL FRAMING TOP OF STOREFRONT INTERIOR FLUID APPLIED AIR FULLY WELDED ALUM 101 - 51, ., ELM Studio WALL/FURRIN6 -5EE FLUID APPLIED AIR BARRIER BARRIER ON 5/8" PLYWD CL05URE PANEL. - ' AI DRAWINGS ON GLASS-MAT FACED 5HEATHIN6 OVER tekR PER 1035 Kings Avenue ALUM. FRAME �'�' Jacksonville,FL 32207 r GYPSUM BOARD ON 2 1/2" PREFABRICATED STEEL MFG .._......................__._ .._ t 904 296 8066 2" DEEP ALUM. DRAINABLE '` GOLD FORMED MTL FRAMING PANEL WALL 5Y5TEM PT 2X BUCK-WRAP BUCK W/ i CEILING A5 SGHED. ARCHITECTURAL LOUVER W/ P FLUID APPLIED AIR BARRIER ALUM. FRAME SEALANT AND BACKER ELM West FULLY WELDED ALUM WD COMPOSITE PANEL 2"DEEP ALUM.DRAINABLE ROD CAULK AND BACKER The Maritime Building GLO5URE PANEL. RIGID INSULATION ON MTL CLIPS (PAINTED ARCHITECTURAL LOUVER BLACK) ROD 911 Western Avenue W/FULLY WELDED ALUM Suite 575 FLUID APPLIED AIR BARRIER ON = . ALUM.STOREFRONT )IICLOSURE PANELSeattle, I -- - ALIGN MULLION W/ 5Y5TEM 206859 6485104 GLASS-MAT FACED 6YP5UM BOARD ON i PT WD BLOCKING ALUM. FRAME 2 1/2"GOLD FORMED MTL FRAMING 1" 1" 2'. 2ff 2ff PER FACE OF WD PANEL MFG 5 1/4" elm-plan.com DETAIL: VERTICAL MULLION � LOUVER DETAIL: HEAD o DETAIL: LOUVER DETAIL: JAMB � LOL�VER o Y0 W 6 II I II 3 II I II � ? ��� � , J 12 11 1 11 3 = 1 -0 3 = 1 -0 - /�I I = 1 I_0 I I = 1 _0 U i � 0L e—I J `o ry0 Ln J � UP.� wS2 O PT 2X BUCK-WRAP BUCK W/ 1 o I a 10 A�'s O Q FLUID APPLIED AIR BARRIER ALUM. STOREFRONT5 1/4" � 'e R� `a 2 INTERIOR SYSTEM v Q WALL/FURRIN6 -5EE _ O.q a 2" DEEP ALUM. DRAINABLE AI PRAWINC75 tekR PREFABRICATED 5TEEL ARCHITECTURAL LOUVER W/ PANEL WALL SYSTEM FULLY WELDED ALUM i CL05URE PANEL. WD COMPOSITE PANEL =' I OVER tekR PREFABRICATED STEEL W FLUID APPLIED AIR BARRIER ON . ......... ........ PANEL WALL 5Y5TEM GLASS-MAT FACED GYPSUM BOARD ON BEYOND CAULK AND BACKER 2 1/2"GOLD FORMED MTL FRAMING _ OREFRONT r - ,,,,• � ALUM. 5T i RIGID INSULATION 5Y57EM ALUM.5TOREFRONT ROD Q ALUM. FRAME ;- 5Y5TEM PAINTED BRICK 51LL , BEYOND w 5EALANT AND BACKER Q M ROD W m N PAINTED BRICK INTERIOR ca a > M SILL BEYOND WALL/FURRING -5EE iv 16 6A.ALUM. BREAK - W m Al DRAWINGS MTL TO MATCH ALUM `r ALUM TUBE .� �. INTERIOR STOREFRONT i WALL/FURRING -5EECC M ioAI DRAWIN65 Z ccy a RIGID IN5ULATION LLJ ._ FLUID APPLIED AIR BARRIER Q J ~ _ PAINTED BRICK VENEER _ ON GLASS-MAT FACED _.......... i RIGID INSULATION BEYOND -_ - i GYPSUM BOARD ON 2 1/2" -_ Q GOLD FORMED MTL FRAMING IQ FLUID APPLIED AIR BARRIER ON 2"DEEP ALUM. DRAINABLE 6LA55-MAT FACED 6YP5UM 5%COLUMNQ ARCHITECTURAL LOUVER SEALANT AND BACKER BOARD ON GOLD FORMED MTL Q 2"DEEP ALUM. DRAINABLE 00 W/FULLY WELDED ALUM 2" :211 ROD FRAMING W ARCHITECTURAL LOUVER W/ GL05URE PANEL. Ir Ir PAINTED BRICK VENEER 2"DEEP ALUM.DRAINABLE FULLY WELDED ALUM ARCHITECTURAL LOUVER YV - Ld I IiQ GL05URE PANEL. ill 111 :21t ALUM. FRAME FULLY WELDED ALUM .211 5EALANT AND BACKER ROD CLOSURE PANEL. Ir PETALHORIZONTAL MULLION �T LOUV�� ��T�IL. J�M� � LOLIVER WRNER MULLION DETAIL: 5ILL 5TOREFRONT ISSUE DATES 11 8 � 2 11 = II = - 311 = 1I_ 11 0 311 —- 1I-011 3 11_0 311 1111 NO. DESCRIPTION DATE WD GOMP051TE PANEL ON 15#FELT PT 2X BUCK G noq A MTL GLIP5 (PAINTED BLACK) I PMMA FLUID APPLIED MEMBRANE ROOFING SYSTEM OVER 1/2" FIBER6LA55-MAT FACED 6YP5UM BOARD 2"DEEP ALUM. DRAINABLE ON 1/2" COX PLYWD ON GOLD FORMED MTL 7' 4 FLUID APPLIED AIR CAULK AND BACKER I INTERIOR ARCHITECTURAL LOUVER W/ INTERIOR FRAMING I I I BARRIER ON 5/8" ROD ROOF COMPATIBLE I 5 1/2" WALL/FURRING -5EE FULLY WELDED ALUM _ WALL/FURRIN6 -SEE SEALANT AND BACKER ROD I I �� I PLYWD SHEATHING i AI DRAWIN65 CLOSURE PANEL. - _ AI DRAWINGS DONT. PT BLOCKING I i,=,� '�' � _- OVER tekR FIBER6LA55-MAT I I PT WD BLOCKING ROOF MFG APPROVED PREFABRICATED FLUID APPLIED AIR BARRIER ON I FACED 6YP5UM BOARD SEALANT2 1f I I; STEEL PANEL WALL 6LA55-MAT FACED 6YP5UM BOARD ON RIGID IN5ULATION i - � • -� PMMA FLUID APPLIED I `;� .� I SYSTEM ALUM. STOREFRONT - 2 1/2"GOLD FORMED MTL FRAMING _ N MEMBRANE FLA5HIN6 IF low . : SYSTEM .050 FORMED ALUM. SILL PAN -`-� - - --�- -- -,- �-_---�-- - I � I - - - - - - - - - - - - iv CONT. PT BLOCKING �'�- J -'� 1 CONC. CURB -5EE '' 1 5ET ON A BED OF SEALANT. ` 1/2" 6WB ON TURN PAN DOWN INTO E.J. -- - -- 11/AI7-1 PREFABRICATED STEEL i (FINI5HED TO MATCH LOUVER) PANEL WALL SYSTEM .......... (SEAL ALL PENETRATION5 INa. _ �� I I � PT 2x BUCK SERVICE0oTHIS DRAWING IS AN INSTRUMENT OF SILL PAN) 1[l I AND THE PROPERTY OF ELM,INC.AND SHALL _ Aoo AGM PANEL OVER PMMA FLUID APPLIED REMAIN THEIR PROPERTY. THE USE OF THIS N I p c, a ~d • 00 - a' FLUID APPLIED AIR00 MEMBRANE ROOFING DRAWING SHALL BE RESTRICTED TO THE ' - BARRIER ON 5/5" ol - - = " ORIGINAL SITE FOR WHICH IT IS PREPARED AND ALUM. FRAME `. -:$- .-d ' a (z1-1 5Y5TEM OVER 1/2PLYWD 5HEATHIN6 _� PUBLICATION THEREOF IS EXPRESSLY LIMITED TO FIBER6LA55-MAT SUCH USE. d N p ; _e a_ ON GOLD FORMED p cr SEALANT AND BACKER ROD a FACED GYPSUM LEVEL 1 _ a MTL FRAMING X a . a e._ _ ' "a PLYWD ON GOLDlo (1 _ P ROJ.#: 16-21.1 a BOARD ON 1/2" GD O' -O" _ e a = WD GOMPO5ITE PANEL ON d_ a FORMED MTL P BLOCKING m ° 9 a . b; PT FURRING PT BLOCKING FRS yG I A5 READ. MTL GLIP5 (PAINTED BLACK) i DATE: 10.26.16 d'a °; -;b a,•. - _ r._ ,a a DRAWN BY: CGB b - ad - as e . t Lll c a.. CHECKED BY < .._._.._...`_. i ,..._ ..... ._....__.. ..a..... d..._ ..._......._.. a =°- - : a 4q 4 a , I a a, .° ad a_- - ... ....... OO' OF 5TOREFRONT CEILING A5 50HEDOk �O OFST 5TOREFRONT a 8.. 4, ° 1 FIDEe LT 1L - 15#FELT -d 5/8" SCALE. AS NOTED PL - N tekR PREFABRICATED STEEL STOREFRONT DETAILS 4 a a a,a ° - d : - AGM PANEL JOINT BARRIER ON 5/8" PLYWD SHEATHING O � CAULK AND H � - GOLD FORMED MTL FRAMING BACKER ROD YPVDNE�ONOMTLEG PANEL WALL SYSTEM LIPS SEALANT AND BACKER ROD ALUM.STOREFRONT (PAINTED BLACK) 7 3/4" 4 1 2" SYSTEM f.0 40 ri PAINTED BRICK 51LL SHEET NUMBER - 5ILL BELOW � DETAIL: OUY � U�T�IL. AGM G�NO DETAIL: 5TOREFRONT HEAD AGM CANOFY DETAIL: 5TOREFRONT JAMB 4 N 10 II 1 II II I II II — I II N 311 _ 11_011 3 = 1 _0 3 = 1 -0 3 - 1 -0 I A MEMBRANE ROOFING SYSTEM ON RI61D ARCHITECTURAL 5TANDIN6 SEAM MTL ROOF INSULATION ON MTL DECK 4 5 1 M OVER SELF ADHERING /SELF HEALING IqAE5.3 MEMBRANE ON PLYWD DECKING,OVER GOLD ROOF FLASHING, MEMBRANE ON 6LA55-MAT FACED , - — - — - — - - FORMED METAL FRAMING 6YP5UM BOARD WRAP FLASHING MEMBRANE OVER TOP OF ET MIN T.O. MTL PANEL EXPO ED Wp T.O. OVER ED6E5 AND OVER i J I 2x4 CONT PT ALUM. PARAPET CAP. BLOCKING SLOPE TO DRAIN 51DE OF m -'-- ROOF MEMBRANE ROOFING DONT.CLEAT planning SYSTEM ON RI61D INSULATION ON MTL r_______________________________ ___________ architecture i DECK DONT.ALUM. m CONT. CLEAT i landscape architecture FLASHING urban design 4X6 PERFORMED ALUM I cv SEALANT T.O. MTL PANEL - interiors OVER FLOW SCUPPER O 18' -Of ........-.-.-.......-. . y environmental graphics SEALANT ELM East � ;�; ELM Studio � ALUM PREFORMED I CONDUCTOR HEAD EIF5 TRIM 1035 Kings Avenue Jacksonville,FL 32207 J015T BEARING REAR t 904 296 8066 AGM PANEL OVER FLUID APPLIED AIR BARRIER ON ELM West 5/8 PLYWD 5HEATHIN6 ON GOLD FORMED MTL ,`,� The Maritime Building 911 WD COMPOSITE PANELS ON tekR FRAMING DRIP 4 Suite 575ern Avenue PREFABRICATED STEEL PANEL WALL Seattle,WA 98104 SYSTEM PAINTED BRICK VENNER t 206 859 6485 OVER tekR a PREFABRICATED STEEL elm-plan.com PANEL WALL SYSTEM DETAIL: oDETAIL: FA501A 5TANDINC-75EAM DETAIL: COPIN& o CD 1 LU 612 " IC:) 0 000e 1'-0 1 _ 1 1/2 1 -0 ,y J � 0 Ln o e 0 W 2 O PMMA FLUID APPLIED MEMBRANE ROOFING 5Y5TEM OVER 1/2" 516NAG,E PAINTED BRICK VENEER o a '°4c/ O Q FIBER&LA55-MAT FACED 6YP5UM BOARD ON 1/2"GDX PLYWD ON I I 6° 0 4 51M GOLD FORMED MTL FRAMING I I SEALANT o o 5.3 SIGNAGE LIGHT-COORDINATE FINAL LOCATION W/ARCH - - — - — - — - 6 I i SPRIN6LOCK ALUM - U_ I COUNTER FLA5HIN6 GOLD FORMED MTL d_ MIN. I I T.O. MTL PANEL_. _ _ � _ _ FRAMING LU DONT. PT BLOCKING I I 18' 101 ROOF MF6 APPROVEDi i w PMMA FLUID APPLIED i W SEALANT 211 I I MEMBRANE FLA5HIN6 L-------J MEMBRANE ROOFING, SYSTEM ON RIGID 4X8 PERFORMED ALUM INSULATION ON MTL - _°II - '�-� _�,-- - -.��.--.�_IT = -_'�____:. _ =�-T _ I- ;_.M- _• -- ,�r -_- - ,- �.� __- - - -- - .- _-- - II SCUPPER - '1 i DECK .•(i AGM PANEL OVER � U • I FLUID APPLIED AIR BARRIER ON 5/5" PMMA FLUID APPLIED M ALUM PREFORMED i -_Ii PLYWD 5HEATHIN6 ON I LI m M CONDUCTOR HEAD I _ I� > COLD FORMED MTL CONT. PT BLOCKING MEMBRANE ROOFING SYSTEM Q N I II FRAMING OVER 1/2 FIBERGLASS-M NT — (� > M _FACED 6YP5UM BOARD O — • li _ 1/2"GDX PLYWD ON GOLD — — — — — W/ U W CO U. MTL CLIPS (PAINTED = AGM PANEL OYER R =53-0 J .v —litcc'II BLACK) FORMED MTL FRAMING O w — •-, It— _— _— FLUID APPLIED AIR 1X6 TG,GYPRE55 L j� -" I BARRIER ON 5/5" GEILIN6 OVER FLUID c_0 M liCM PLYWD 5HEATHIN6 PPLIED AIR— w Q m i I I ON GOLD FORMED 5 1X6 T$6 CYPRESS GEILIN6 OVER — — — — — — — — — — Q W cn ._ BARRIER ON 5/8" d. v uI I Ii MTL FRAMING PLYWD 5HEATHIN6 FLUID APPLIED AIR BARRIER ON Ln C T-1 �-+ II WD COMPOSITE PANEL ON GOLD FORMED 5/8" PLYWD 5HEATHIN6 ON GOLD Q J015T BEARING -REAR I ' MTL FRAMING = ♦'' r,_II = tL FORMED MTL FRAMING 15' - I Q a I II 15#FELT IFJ i FLUID APPLIED AIR CONT. PT BLOCKING _ licilm BARRIER ON 6LA55- ..... Uj MAT FACED 6YP5UMSEALANT1/2 3/4 WD TRIM x WD COMPOSITE PANELS ON tekR \ BOARD ON GOLD PREFABRICATED STEEL PANEL WALL , °Ii FORMED MTL FRAMING 4" 1 '7/8" Q CIM tekR PREFABRICATED STEEL SYSTEM i GYPRE55 BEAM PANEL WALL SYSTEM BEYOND (D • COMP051TEPANELAT 50FFIT DETAIL: FA501A � MAIM CANOFY DETAIL: FA501A @ MAIN CANOPYTSI • C��✓V�� � ��5�I�� ��T�IL � ISSUE DATES 8 � II I II 11 II I II II I II _ _ 1 1/2 = 1 -0 3 = 1 -0 3 — 1 -0 311 11 011 NO. DESCRIPTION DATE ROOF FLA5HIN6 MEMBRANE ON 6LA55-MAT FACED 0"` GYPSUM BOARD ROOF FLASHING MEMBRANE ON 6LA55-MAT FACED 6YP5UM BOARD .I 1 tekR PREFABRICATED STEEL I WRAP FLASHING MEMBRANE OVER TOP OF PANEL WALL SYSTEM I WRAP FLA5HIN6 MEMBRANE OVER TOP OF i I WD COMPOSITE PANEL PARAPET MIN 2"OVER ED6E5 AND OVER ., GOLD FORMED MTL -';�,i D WD I PARAPET MIN 2"OVER ED6E5 AND OVER PAINTED BRICK VENEER ON MTL CLIPS (PAINTED EXPOSE FRAMING BLACK) I EXPOSED WD ALUM. PARAPET GAP.SLOPE i TO DRAIN 51DE OF ROOF ALUM. PARAPET GAP. SLOPE TO DRAIN SIDE OF ROOF ROOF FLA5HIN6 MEMBRANE \ ON 6LA55-MAT FACED i I GYPSUM BOARD --------------------------------- - DONT.CLEAT so I I GOVT. CLEAT --------------------------------------------- 15#FELT OVER FLUID I ALIGN JOINTS W/ r APPLIED AIR BARRIER `; FRONT T.O. MTL PANEL I T.O. MTL P EL i ON 6LA55-MAT -'I 18' _O.. GUT AND REMOVE �t I i _ FACED 6YP5UM ROOF FLA5HIN6 RI61D INSULATION -I I _ i j THIS DRAWING IS AN INSTRUMENT OF SERVICE EBOARD. EXTEND FLUID MEMBRANE ON 6LA55- I - I AND THE PROPERTY OF ELM,INC.AND SHALL APPLIED AIR BARRIER _, MAT FACED 6YP5UM SEALANT I ~`I REMAIN THEIR PROPERTY. THE USE OF THIS TERMINATION BAR AND I BELOW ROOF ;::I BOARD ON COLD I SEALANT I DRAWING SHALL BE RESTRICTED TO THE .� '-I ORIGINAL SITE FOR WHICH IT IS PREPARED AND SEALANT i FLA5HIN6 MEMBRANE i FORMED MTL FRAMING j a PUBLICATION THEREOF IS EXPRESSLY LIMITED TO 'I I EIF5 TRIM EXTEND FLUID _ -i MEMBRANE ROOFING APPLIED AIR BARRIER r l SUCH USE. >_I SYSTEM ON RI61D BEHIND TRIM i EIF5 TRIM I0 INSULATION ON MTL I j I PROD.#: 16-21.1 I I w w tekR PREFABRICATED STEEL I I LAMINATED THRU WALL I Q DECK I ; � i -- �I DATE: 10.26.16 PANEL WALL SYSTEM FLA5HIN6 L -- ---------- ----- - --------- I II' I �.j DRAWN BY: CGB GER ANGLE " I I - -t I I j CHECKED BY: TLM LED I I DRIP DRIP I�® SCALE: AS NOTED WEEP WD COMPOSITE PANEL ON MTL i I I C1 CLIPS (PAINTED BLACK) CONT. CLEAT.EXTEND PAINTED BRICK BEHIND LEDGER ANGLE - I VENEER 15#FELT PT 2X BLOCKING I tekR L= L - I _ DETAILS ALUMll. CLOSURE. FLUID APPLIED AIR BARRIER ON i PREFABRICATED 6 Q EXTEND BEHIND ROOF 5/8 PLYWD SHEATHING OVER I STEEL PANEL WALL 4 6 tekR PREFABRICATED STEEL SYSTEM °r° MEMBRANE FLA5HIN6 PANEL WALL SYSTEM I SHEET NUMBER co (0 DETAIL: 00FIN&DETAIL• FLA5HIN& � 50R��N AALL DETAIL: FLA5HINAT rV WMF051TE PANEL WFIN6 N O = it II II I II 4 31 — 3 1 — 3 = 1 — 1 • 0 PERMIT DRAWINGS I I FLUID APPLIED AIR BARRIER ON CMU 15#FELT _ AD COMP051TE PANEL 22MM AD COMPO51TE GAP I W/COUNTERSUNK FA5TENER5 wU_ I I A MTL GLIP5 (PAINTED BLACK)- - c- e - - v ova° °' II ° _v planning I I v W II II d II II I I • ve d` d v ,a ` b v, architecture > II II �I a e`,Q ° d '•. a' `® landscape architecture MTL CLIPS (PAINTED iI Ii - a - °- _ _ `- I d a �_ a , I ° BLACK)-TYP —�) — — — �— I I a do-; "< ° ° urban design WD GOMPO51TE PANEL - II II interiors ° I "-'-"."'"""" WD GOMPO51TE PANEL YV/ _ — — — — _ environmental graphics - GOUNTER5UNK FA5TENER5 iI (i 15#FELT II II I I cSJ � _Q, _,, - I ELM East I Ii FLUID APPLIED AIR A A : W U ELM Studio 15#FELT(BOTH 51DE5) I BARRIER ON CMU I a ' ; II II 1035 Kings Avenue FLUID APPLIED AIR I II I d Jacksonville,FL 32207 I I II .' AD COMPOSITE BARRIER ON CMU II II =, t 904 296 8066 (BOTH 51DE5) II — — — II II a II PANEL —I T- I Q •. °_ ,_ an ELM West _ b` I i I = ° I 15#FELT The Maritime Building d II 3 II II I I I( 911 Western Avenue FLUID APPLIED AIR Suite 575 4 I I I( BARRIER ON GMU Seattle,WA 98104 1 1 t 206 859 6485 elm-plan.com DETAIL: 50N WILL CAP DETAIL: M COMP051TE 50REEN NALL CDw 3 C:)6 3 II = n °° 1I- O1 -0 U ° in o c° rI J O ♦ O 4 J rr O r/��7p O `O((� c) #- �- I ° o a _ c 6� 0l090600G�=�s G IIKX1 , KX�II Q a AD COMPOSITE PANEL II II 15#FELT II II MTL GLIP5 (PAINTED FLUID APPLIED AIR I IW BLACK) BARRIER ON GMU II II II II ryo �I II Q = MTL GLIP5 (PAINTED BLACK) —-—- - I - —-—- -—-—- I - -- II I� � 2 U II II "_' Q LU co N a N E.J. II II _ � -- -- - - W � > nn �I � 0° LL jLL 0 s GONG. — II II V ER MFG W Q m PAVING II II Q 7- 15#FELT W Ln WD GOMPO51TE PANEL — d. -•pd- a ve' ,' - Q, _ v,_. °, ,° °_ - ° FLUID APPLIED AIR BARRIER a ON GLA55-MAT FACED Qye -'a,: - d ' ° ° v e ,d ` v MTL GL►P5 (PAINTED BLACK) GYP5UM BOARD ON GOLD a b 4 -S °Q • a ° = FORMED MTL FRAMING a a ad' ev ... _. ........... _. F _ ° ........... __ _ ... ........... .. e e v ° .... _. _ v i . .. . . . . z z TYTICAL VERTICAL M � C*OMP051TE5CREEN NALL COMx'051TE PANEL JOINTD�T�IL.• �� ISSUE DATES 311 = 11-0 II 311 = 11-0 II NO. DESCRIPTION DATE ARCHITECTURAL STANDING SEAM MTL CONT.ALUM 5UB-FLA5HING ROOF OVER 5ELF ADHERING /5ELF ALUM COUNTER FLA5HING HEALING MEMBRANE ON PLYAD DECKING OVER GOLD FORMED METAL FRAMING ARCHITECTURAL 5TANDING 5EAM MTL ROOF OVER 5ELF ADHERING /5ELF HEALING MEMBRANE ON PLYAD DECKING OVER GOLD FORMED METAL FRAMING 5"X5"ALUM. GUTTER Y I 00 I CLEAT 00 77771 1 00- — — — — — — — I THIS DRAWING IS AN INSTRUMENT OF SERVICE DRIP FLASHING 00 00 00 AND THE PROPERTY OF ELM,INC.AND SHALL 00 REMAIN THEIR PROPERTY. THE USE OF THIS 00 DRAWING SHALL BE RESTRICTED TO THE 00 ALUM. BRACKET I ORIGINAL SITE FOR WHICH IT IS PREPARED AND 10 PUBLICATION THEREOF IS EXPRESSLY LIMITED TO00 I SUCH USE. I PRO1.#: 16-21.1 DOAN5POUT I AGM PANEL ON 5/5" PLYAD WHERE OCGUR5 i i 5HEATHIN6 ON GOLD DATE: 10.26.16 FORMED MTL FRAMING DRAWN BY: CGB 1 3/4"X 3 1/2"ALUM TUBE CHECKED BY: TLM 1 \` SCALE: AS NOTED I I BX10 ALUM TUBE I SEALANT JOINT 5EALANT JOINT \\ I PAINTS BRICK VENEER DETAILS AGM PANEL ON 5/5" PLYAD SHEATHING \\ \\ ON GOLD FORMED MTL FRAMING \\ tekR PREFABRICATED 5TEEL PANEL HALL 5Y5TEM N SHEET NUMBER DETAIL: GUTTER DETAIL: FLA5HIN& PREFAB CANOPY 4 N 311 = 11-011 311 = 11_011 _ N • PERMIT DRAWINGS O r DECORATIVE BEAM & GUTTER ENCLOSURE BY CANOPY SUPPLIER TYPICAL 7 PLACES WIDTH 10" 1 '-7 1/4" DEPTH IN BETWEEN COLUMNS I WRAP WITH 3M FILM w LO CANOPY SPECIALIST w - N w I w O I LO^ u J DECORATIVE P SCALE: 1/8" = 1 '-0" w 00 DRAIN LOCATION ® 14 EACH F I FOOTINGS (TYP. 14) C1 C1 C1 C1 C1 5'--0" ROUND 6'-6" DEEP \o rKI I rKI 14 w w J OI co 5 NOTES 0 C2 C1 C1 C2 C1 C1 C2 0 N CDrK 14- rK rK rK rK a 1 EACH GALVA. RIGID CONUIT X w O ' - ao Iq COLUMNS #C2 FACING BUILDING O V (- CANOPY SIDE ELEVATION » � » �� � SCALE: 1/81' _ 1 ,_0» 11 —7 34 —0 34 —0 34 —0 34 —0 34 —0 34 —0 11 —7 227'-2" CANOPY FOUNDATION PLAN SCALE: 1/8" = V-099 „ COLUMNS 3"x16"x.040 WHITE ALUM. DECKING I 4 SCUPPERS 4 TYP. " '� '� (169 PCS. N VTS 10 x10 x1/4 ) 0 (TYP. 14) w O w I P1 W16x26 CS_ w w w w M 0 WI N N N N N NN N 1 w X (Pl ) W16x26 X X X X X X 14� I 3r. w w wHo 1? 24 0P ao (Pl ) W1 W6rR �. ••� N �p w O apw (P1 ) W16x26 I w I ���r11I ii,�r d- Ix yC of °' 0. LL ;�o ..,` •, w 89-8" 89-8" TPS of ,2 11 7 34 0 34 0 34 — 119-7" 0 34 0 34 0 34 0 *,,,FSS�oNP�-��,•� ��1111111M� 2279-299 STILLWATER TECHNOLOGIES 114 1 INC. 32" OLIVE 3M FILM ACM FASCIACANOPY203 HILLCREST STREET „ PLAN ORLANDO, FL 32801 AND A 10 WHITE GALVANIZED STANDING SEAM MANSARD PANELD FREDERICK A. BLECHA REVEAL SCALE: 1/8 = 1 '-0" w LICENSE # 50701 I w w w N w DATE: REVISION DESCRIPTION BY w w OO O O O O O ��c w •• C) C) 0 0 0 0 0 canopq5reclall5it P.O. Box 5224 Plant City, Florida 33563 0 0 0 0 0 0 0 (813) 703-6844 0 0 DRIVE SLAB BY OTHERS o 0 0 0 0 V) (n 0 V) V) Ul V) > F- F_ I-- �— F_ FOR 26 -O"x 227 —2 CANOPY (14 COLS) I. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE 3. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH LATEST ANSI / LATERAL = 2626 PSF UPLIFT =1925 PSF CANOPY FRONT ELEVATION LATEST RISC SPECIFICATIONS. DESIGN, FABRICATION AND ERECTION OF COLD FORMED BASED ON 101 MPH 3 SECOND GUST WIND SPEED EXP05URE 'C' " ' " STEEL SECTIONS SHALL CONFORM TO THE LATEST AISI SPECIFICATIONS. SCALE: 1/8 = 1 -0 JOB NAME AND LOCATION: �. FIELD CONNECTIONS SHALL BE BOLTED CONNECTIONS UNLESS SPECIFIED ON DRAUJINC�PEN STRUCTURE - NO INTERNAL PRESSURE O b S I t Reciuire[nents 2. STRUCTURAL MATERIALS: 5. ALL STRUCTURAL BOLTED CONNECTIONS SHALL USE ASTM A 25 BOLTS. BOLTED IMPORTANCE FACTOR = 1.0 1. Clear area of 15'-0" or larger on each of our sides of s ructe to e WIDE FLANGE SECTIONS - ASTM A9S2 OR A512 GRADE 50 (Fy = 50 KSI) JOINTS SHALL BE TIGHTENED TO SNUG TIGHT PER LATEST RCS - SPEICIFICATION. DEAD LOADS: installed. For steel installation, area is to be smooth and free of open 6. Clear area is to have compacted, stable base within 2" vertical height of ANGLES / CHANNELS - ASTM A36 (N = 36 KSI) 6. STRUCTURAL STEEL SHALL BE SHOP COATED WITH A RED-OXIDE RUST INHIBITIVE DECK / GUTTER / LIGHTS - 5 PSF trenches to allow for use of field trucks and cranes. finish slab of structure to allow for completion of installation. C(� HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GRADE 5 (N = 46 KSI) PRIMER. FIELD TOUCH-UP, FINISH PAINTING, AND MAINTENANCE SHALL BE THE FASCIA - 5 TO 15 PLF (PER DESIGN) 2. Entry area to site is to allow for tractor—trailer (Total length up to � PIPE SECTIONS - ASTM A53, GRADE 5 (N = 35 KSI) RESPONSIBILITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED). STRUCTURAL STEEL - SELF WT installationPoured concrete under canopy is to storage f materials Gate Petroleum � - PLATE - ASTM A36 (F 36 KSI) �. DESIGN LOADS PER 2014 5TH EDITION FLORIDA BUILDING CODE WITH ASCE '�-10: 80 0'� approach to installation area. Any concrete or asphalt poured prior 7. o py be foroand work y = CONCRETE - 145 PCF to CSLLC arrival must have had ample time to cure and be able to support space for CSLLC crews only. ATLANTIC BLVD ROOF DECK - ASTM A653, GRADE 50 (N = 50 KSI), GALVANIZED (G60) WITH FULL the trucks, trailers, and cranes. COAT OF POLYESTER PAINT BAKED ON OVER AN EPDXY PRIMER. ROOF LIVE LOAD = 20 PSF 8 All permits and inspections are to be arranged and obtained by others STEEL OUTRIGGERS - ASTM A653 GR. CS (PS = 25 KSI), GALVANIZED (GSO) PER ASTM 3. Footings are to be stripped of all forms by G.C. prior to beginning of unless otherwise stated in CSLLC's signed contract.. ATLANTIC BEACH, FL 924 STRUCTURAL BOLTS - ASTM A325 FLAT ROOF SNOW LOAD = 0 PSF CSLLC's installation. Verify placement of double nuts and washers for anchor ANCHOR BOLTS - ASTM F1554 GR. 361 ASTM A36t OR ASTM A301 MATERIAL (Fy = 36 BASED ON GROUND SNOW LOAD= 0 PSF bolts, ensure the anchor bolts are free of any concrete or debris and coat 9. Any changes to the dimensions or on the drawings shall be reported to KSI) Peanchor bolts wit , oitQ prevent rute USI prior to fabrication. Any and all final dimensions and elevations of the DATE: 10-20-16 PROJECT NO: 16-644 _ WIND LOADS: No overhead electricalwir s are to in the clear installation areas. , Vult = 130 MPH 5. Provide (2) 120–volt electrical outlets within 10OLF of the clear building, foundations, and drainage must be verified and reported back to DRAWN BY• NF Vnom= 101 MPH Risk Category I[ installation area for use by CSLLC crews. CSLLC via fax prior to fabrication. CHECKED BY: SHT N CS— t r i Ar GALVANIZED INSTALLED STANDING SEAM ROOF PANEL Or OVER 6,,6r 1' 30# FELT OVER 5/8" C.D.X. PLYWOOD. FASTEN PLYWOOD OVER U.S.I. SUPPLIED & INSTALLED OVER HAT CHANNEL W/ #10X14" PLTEK SCREW, 6"O.C. 0 & M, 2'�r 20 GA. GALV. HAT SECTIONS AND 12" O.C. @ INTERIOR SUPPORTS. FASTEN HATS 2" WIDTH X 1" DEEP TO OUTRIGGERS W/ 2 EA. #10 TEKS,AND ONE PER „ INTERSECTION. STAGGER ALL PLYWOOD JOINTS. ,�Or 1 ' r N r ZEE 16 GA 1 $" HT. W/ 1 3/8' LEGS FASTEN ALL 6 6,, r �'�� OUTRIGGER CONNECTIONS WITH 2 EACH #10 TEKS CONT. < I -3/8x1-5/8x18ga. 1 1'-0" ALL OTHER OUTRIGGERPARTS TO BE 16 GA ANGLES +/Or W/ #10 TEK PER OUTRIGGER WITH 1 J" AND 1 8" LEGS FASTEN ALL OUTRIGGER Z 3" CONNECTIONS WITH 2 EACH #10 TEKS ALL OUTRIGGERS AT 32" O.C. I •-1 or 12 N r 1 WHITE ACM FASCIA ON (4) 5 F SIDES w/#12 TEK 024 OC AT TOP AND #8 TEK 024" OC AT BOTTOM ao I 1'-0" ' N STAGGER FASCIA AND MANSARD 3" OUTRIGGERS 1 1/2"x3"x1 1/2"x18ga. ZEE ATTACHED w/3 #10 TEKS PER OUTRIGGER LATE 1/2"X18"X11 lLill U-1 L9 1� ' 2" ' 2" 1'-2" o .040 ALUM. DECKING 016" OC co r1m 10" PRE-FINISHED WHITE EMBOSSED WHITE ACM FASTENED w/1 #12 TEK TEK ALTERNATE CLIP AT EACH DECK ® TOP OF GUTTER & w/1 #8 N FASTEN MANSARD OR TO BEAMS 024" OC 0 BOTTOM TRIM RIB, USE (2) CLIPS AT ALL" PANELS WITH 2 DECK CLIPS SECTION 1 1 ff f 1 /4 5" 8" SCALE: 1 =1 —0ff 0 „ SLOPED 20 GA. SMOOTH PANEL 10"X19 !"ON OUTSIDE. WRAP WITH 3M FILM BY CANOPY �i SPECIALIST. aTTACHED WITH 1 #14 TEK @ 12" O.C. 5" EACH SIDE. 51_0" I TOP OF PAVEMENT BY OTHERS ALL FASCIA OUTRIGGERS TO FASTEN TO DECK RIBS WITH #12 2 PER RIB AND FASTEN REAR OUTRIGGER LEG WITH 4" DIA. BOLTS. ALL MANSARD OUTRIGGERS TO FASTEN TO DECK RIBS WITH #14 TEKS AT EACH VERTICAL INTERSECTION WITH BOTTOM FRAME LEG AND FASREN REAR OUTRIGGER LEG WITH 1" DIA. BOLTS. 10" ALL OUTRIGGERS ON 32 O.C. SECTION @ FALSE BEAM AGK K oA����r SECTION 2 .. 2 ' V ` i y f SCALE: 1 "= -0" f=1 —0!f SQ. BASE PLATE SEE DETAILS = °'S ' ;* �, \i o ON BOTTOM LEFT OF THIS SHEET � '; F_OF _ 2 GROUT BY G.C. INSTALLING FOOTINGS*— � '�F•• 't 2" PVC 90' ELBOW N «o 0 • v t s ���,/s81ONA`�o ° 4,0 .. a 'a a ° '' STILLWATER TECHNOLOGIES 1 1 /4 Ox 42"X 6 HOOK ANCHOR INC. 5"xs" GUTTER �° N ° BOLT W/2 LEVELING NUTS 203 HILLCREST STREET 2" x 1-1/2" PVC I I I a ° ° v a REDUCER � - a °.' ° ° ° AND, WASHERS ON EACH oRLANDo, FL 32801 - ° a a (30 EMBED+ 12 THREAD) FREDERICK A. BLECHA SCUPPER SECTION 04 aIMPORTANT LICENSE # 50701 NOT TO SCALE ° °d a . °° CSLLC RESPONSIBLE FOR A ° OCT 2 1 -2 cr a • °. �� � a WATERPROOFING AT DECK 1'—s' : ' ° ° a °' CUTOUT. a . 4 ° ° °a DATE: REVI a SION DESCRIPTION BY 10 x10" COLUMN ° BASE PLATE LAYOUT CREE CPY 250 LED ° acanopq5peclall5t, a CREE CPY SERIES LED LIGHT ° FIXTURES FURNISHED & P.O. Box 5224 ° MECHANICALLY INSTALLED BY ' N SCALE: 1 ff=1 f—Off a -- — Plant City Florida 33563 a ° ° ° r , CANOPY SPECIALIST, LLC ' (813) 703-6844 10 A N ° SECTION VIEWS AT CANOPY ° of j 4j 4j 4 1 �— 26'-0" x 227'-2" CANOPY w 14 COLUMNS a L-- --� 0 / ff ff Ih� 2 " ° a• ° #5 REBAR @ 5 O.C.E.W. MIN. 3 COVER ° a 8" 8" 11" ° ° ° ° a JOB NAME AND LOCATION: a ° A. °d d ° TYPICAL LIGHT D ETAI L TOP PLATE L Gate Petroleum „ ° ° SCALE: 1 "=1 '-0" 1 /2 x1 1 x1 8 ( 14 ea .) - :; ATLANTIC BLVD ATLANTIC BEACH, FL ONLY IN THE EVENT OF WET CONDITIONS, DATE: 10-20-16 PROJECT NO: 16-644 ;. ' ' IS THERE TO BE 1'-0" OF COMPACTED DRAWN BY: N.F. - -0" DIA. PEA GRAVEL TO DRY IN UNDER EACH SHT NO CS-2 z FOUNDATION. CHECKED BY: • ELASTOMERIC PAINT "INTERIOR" SIDE OF CMU WALL ' 4 I STUCCO "WASH"AT TOP 2" DIA. (x 12'-8" L.) PVC FUEL OF WALL _.m . PVC VENT ASSEMBLY STICK ASSEMBLY HOSE BIBB - SEE CIVIL DRAWINGS 3/4" STUCCO FINISH O ,.; ON 8 C M U (1)#5 CONT. IN EACH OF 3 EL+7'-4" CORNER FILLED CELLS ...: X FINISH GRADE LINE ' .::.`:'': :• ': ,.:..':. ' GROUT FILLED �+ 2" SQ. ( x 5' L.) GALVANIZED: 2" SQ. ( x 6' L.) GALVANIZED CONTINUOUS #5 REBAR IN i '�'�'.. :. :�..: L�> :0 a;'• . ? ':; CELLS '— UNISTRUT FRAME SUPPORT I FILLED CMU "U" BLOCK ► ' ' ' - UNISTRUT FRAME AND I `:�:•; .• PAINTED (CONCRETE LINTEL AT �'..•::,.:.r•:..::: s: (PAINTED) SUPPORT BRACKETS, TYP. GATE OPENINGS AT SIDE __ _ 3 M` ' ' ' o (PAINTED) I ) N _ Q Lo cu 7 FU L STICK HOLDER m. I CHAINLINK FENCE POST SET o 0 AI-1.2 36 INTO CONCRETE 0 SCAL : NOT TO SCALE I -. �' NOTE: FUEL STICK AND HOLDER PROVIDED AND ELASTOMERIC PAINT cu INSTALLED BY OWNER. cu ON INTERIOR FACE W.. I - #5 VERT. IN FILLED CELL 3 DUMPSTER ENCLOSURE - GATE JAMB DETAIL �- -2 OF EXPOSED CMU @ MAX. 4'-0" O.C. rn AI-1.2 H _ 11 = CD SCALE: 1-1/2 - 1 -0 co0 HORIZ. JOINT REINF. @ 16" O.C. VERT. u cc 3/4" STUCCO FINISH OVER BIKE RACK 5 BIKES - MANUFACTURED N CD CHAINLINK FENCE FABRICWITH I 8" CMU (PAINT STUCCO BY AAA RIBBON BIKE RACK COMPANY v E STUCCO FINISH DIAGONAL SUPPORT SAG WITH ELASTOMERIC 212-505-6500) OR APPROVED EQUAL a� VERTICAL PVC PRIVACY SLATS ( N OVER CMU RODS AS REQUIRED FABRIC AND SLATS BLACK W- I PAINT) � d. Ic ) � i o x � cu ' / I %�. a \ c • /kms,T,X 1 ,/ r�' 'i l (D Q 6'-0"x 6'-0"x 4"THICK rn �y ?(�; 8 CONCRETE SLAB co uj M a� a I CONCRETE SLAB UNDER xx EL+0'-0" RACK ?, x > N, i u J. �: FINISH GRADE ,•. • • d •. • ♦/ , GRADE \.\•\� ♦ x ,' /4 • •'d. \'. `.*.,*. \- \',\\\ -,,'� `.. \:: \ice''.,\ \\ . f ; • ... •f • •. 4 •', . - 2 DIA. PIPE FRAMED CHAINLINK „ \\ \;\� ;��,.♦ ;'\�:� �'_ ;`N ,1 24" CANE BOLT WELDED TO ,. \ti,., ., .•. . ._ !\: ��'/\�;\�,:. :°. `\ \..., \�.. \\f\\�\. : : ... '\f\ \\ GATES ON 3 DIA. PIPE POST LEAF FRAME. DRILL HOLES IN COMPACTED FILL, \ ;.\, 4 THICK ENCASEMENT ALL SET IN CONCRETE 36 DEEP , �,\ CONCRETE SLAB FOR CANES IN ;:, `/,\ \;: 3-#5 IN TURNDOWN \ \\ \\` / \`'° ` (PIPING BLACK) ,� '\t/`% SLAB EDGE AND #3 //\�%/ `�% f `'�/: AROUND 10 BIKE RACK OPEN AND CLOSED POSITIONS #5 REBARS @ 24 O.C. ����% �', ` f � TIES 36" O.C. �j\ j\�%�X//�/i':: ' ::°/rf:�%\ ,/\i/�\://, EXTENSION CENTERED IN SLAB + @ FRONT ELEVATION HOOK ENDS OF REBAR Ile 1'-0" NOTE: SEE CIVIL DRAWINGS FOR LOCATION AND ADDITIONAL INFORMATION. 2 BIKE RACK AND CONCRETE PAD DETAIL. 9 DUMPSTER ENCLOSURE - ELEVATIONr5� DUMPSTER ENCLOSURE - WALL SECTION „ _ , „ AI-1.2 SCALE. 3/4 = 1 -0 0 AI-1.2 SCALE: 1/4 = 1'-0" AI-1.2 SCALE: 3/4" = 1'-011 U Q o W SIGN POST CAP — — J 75 ; OJ UJI Imo— AIR DISPENSER PROVIDED �� �\ I I AND INSTALLED BY OWNER W O m U Imo_ HANDICAP SIGNAGE - I I � Q SEE CIVIL DRAWINGS Q U W I i VACUUM UNIT PROVIDED I I ,1 1 „ �L J i m AND INISTALLED BY OWNER I GALV. 3 x 3 x 6-0 L. TUBE W — — J STEEL POST AND CAP - Q PAINTED LJJ _j ZZ � Q � TRASH CAN I I HOSE BIBB ON COPPER PIPE < Q 21'-4" _ 2" DIA. x 8'-6" LONG = I I I BY OWNER I I MOUNTED 18" UP POST GALVANIZED SCHEDULE 40 WP EL�C. DUPLEX STEEL PIPE SET IN GROUTED co RECEPITACLE MOUNtEb I I 4"W. x 8" L. x 4" T. CONC. 12 UP POST SLAB WITH 12"THICKENED 5 4" H. x 8"W. DRAINAGE PIPE EXPOLLARD. PAINT ALLSED PORTIONS OF PIPE -1. OPENING AT SLAB LINE, 4 EDGES AND 6 x 6 10 GA WWM - TYP. FOR TWO I.1 2 - BLACK- SEE FLOOR PLAN — FOR LOCATIONS _ " % T — = -.- —•=- -�, = �.' =•. - _. ` GRADE o .. 0o I : . y .. El 0 = e THERMOPLASTIC PIPE BOLLARD co 6 I : PROTECTION SLEEVE (IDEAL SHIELD I. 1"DIA. PVC SLEEVE IN CUT 2" DIA. HOLE IN CAP DOME TOP LDPE WITH UN I:' . CONCRETE FOR WATER i WATERLINE TO SERVICE ---------- -- ---- -----_----- AT EACH SIGN LOCATION • ' PROTECTION AND ANTI-STATIC PIPING - FULL SEALANT IN = 4'-0" 4'-011 ,4'-0" 4'-0" 4'-0" AND SEAL ALL AROUND ADDITIVE, 1/8" WALL THICKNESS ti.' SLEEVE AROUND AND a� .1 = (904-783-3320) - COLOR BLACK AROUND PIPE : .I o fie{ :•- •' .• ,�� _ .�, i - e I--• DUMPSTER - I'..I CONDUITS TO BUILDING 18" DIA. CONCRETE --- . 6 DIA. x 6-0 LONG SCHEDULE 40 �"' ► DUMPSTER STEEL PIPE FILLED WITH SAND AND I I I o ••'- ENCASEMENT �. I I I (N.I.C.) —� 1 . 1 SEE DETAIL 6/AI-1.2 FOR - GROUT AT TOP r ; I BOLLARD NOTES SECTION AI-Ar3 - � I I I L------------------J L-------------- i i SEALANT AROUND FACE OF CURB, TYP. F *�• "•:...:•° °`• II N ` _ PROJECT O. I I CONCRETE PAVEMENT 14038 i i : ISSUE DATE : ,� .� �: ,q OCT. 26, 2016 REVISIONS : 110 4fIVIPACTED SUB-BASE PAIR SWIN&GATES I I.. ,1 '; ,\/,\\ :., .•�.• ,,� ;' �i/ ':• - :. `�% ', ` • .�- �.. L. J 1. 6 DIA. BOLLARDS, POURED-IN-PLACE CONCRETE000* TYP. FOR (2) ENCASEMENT xx , \f /\�/� \ COMPACTED FILL AROUND 1 3 1 9 1 3 f.\, D RAW N BY: —011 RD B — J KS ` 1 II , H 611'_ Q,1 Q11 _.. 1 -4 18-8 1 .4 V V 4" DIA. PIPE BOLLARD @ DUMPSTER PLAN ENCLOSURE - NO PLASTIC SLEEVE OVER BOLLARDS - PIPE BOLLARDS PAINTED s PLAN DUMPSTER ENCLOSURE- 6 TY ICAL SIGN POST DETAIL- 4 1 C� TYPICAL PIPE BOLLARD DETAIL. PLAN SERVICE ISLAND AAlml �12SCALE: 1/4" = 1'-0" AI-1.2 SCALE: 3/4" = 1'-0" tl.2 �� — � �� AI-1.2 �� _ �_ �� 700- x � � SCALE: 3/4 - 1 -0 SCALE: 1/2 1 0 PERMIT DRAWING PERIMETER GUTTER SYSTEM Ll cn DECORATIVE BEAM 0 AND GUTTER,TYPICAL — zm LIGHT FIXTURES,TYPICAL 0 SEE ELECTRICAL DRAWINGS U wz N Fl F—I ❑ ❑ ❑ ❑ O� Q M F] F-I O�Z p 0 IT 8'-6" 8'-6" Z z 8,-6„ 8,-6„ J z O m 6 TYP. TYP. TYP. TYP. Q O O � 0 a� WHITE EMBOSSED STEEL PANELS cc a) AT CANOPY CEILINGcu a U z c o 3: 0 Y U c6 cc 04Lc.0 PERIMETER oMLo GUTTER SYSTEM clq CN O O O Z X 0 x O U- FUEL CANOPY REFLECTED CEILING PLAN cuw SCALE: 1/16"= 1'-0" lot > 0') Q ACTUAL �t- NORTH � N (h � O � O W co U) z m Q Q Qoo TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DOWNSPOUT LOCATION OF EMERGENCY TYP. DOWNSPOUT TYP. DOWNSPOUT J O I DIRECTION FROM DIRECTION FROM DIRECTION FROM DIRECTION FROM DIRECTION FROM FUEL SHUT-OFF SWITCH - DIRECTION FROM DIRECTION FROM CL ! ? J STEEL COLUMN STEEL COLUMN STEEL COLUMN I _ � LL STEEL COLUMN STEEL COLUMN STEEL COL JMN STEEL COLUMN S REFER TO PETROLEUM ao I DRAWING SHEET P1 FOR ' �- w J WATER VALVE ADDITION INFORMATION WATER VALVE 64 FIRE EXTINGUISHER ( a' 0 0 _ WATER VALVE FIRE EXTINGUISHER / \ / ACCESS BOX / 64 SEE EQUIPMENT / ACCESS BOX / ACCESS BOX SEE EQUIPMENT \ O OoC m Q _II \ 7. U W HOSE BIBB HOSE BIBB I cf HOSE BIBBui BOLLARDS AT COLUMN AT COLUMN \ �, AT COLUMN \ y Z U \, / / r b - COLUMN FOOTINGS AT FUEL B AI-1.4 °p V Q 0° CANOPY AREA TO BE INSTALLED ' m N w J Z Q \ \ BY THE GENERAL CONTRACTOR6" DIA.BOLLARDS,TYP. f EE DETAIL 6/AI-1.2 f ' ~ Q J BOLLARDS `\^ / `\ I '\r � FIRE EXTINGUISHER \ iEE) \ / LOCATION OF EMERGENCY / / 64 64 FUEL SHUT-OFF SWITCH- SEE EQUIPMENT I ao I REFER TO PETROLEUM 0) DRAWING SHEET P1 FOR ' TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DOWNSPOUT TYP. DO NSPOUT TYP. DO NSPOUT TYP. DO N P U I DIRECTI N FROM DIRECTION FROM ADDITION INFORMATION DIRECTION FROM DIRECTION FROM DIRECTION FROM DIRECTION FROM DIRECTION FROM I STEEL COLUMN STEEL COLUMN STEEL COLUMN STEEL COLUMN STEEL COLUMN STEEL C LUMN STEEL COLUMN of If of 121-Opt 34'-0" 34'-0" 34'-0" 34'-0" 34'-0" 34'-0" 12'-011 ` 228'-0" � +',, ���•. A ` FUEL CANOPY PLANON 1/8"= 1'-0" SCALE: q r • ` . �a --►f •� ACTUAL ` T � "'''�•�,,,� PROJECT NO. 14038 NOTES: ISSUE DATE : OCT. 26, 2016 1. PROJECT SHALL MEET THE REQUIREMENTS OF: REVISIONS : 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION 03-10-17 N FPA 30 2012 N FPA 30A 2012 2. EMERGENCY ELECTRICAL DISCONNECT LOCATIONS SHALL BE 20 FT AND NO FURTHER THEN 100 FT FROM FUEL DISPENSING DEVICES. SEE FUEL CANOPY PLAN FOR LOCATIONS 3. FIRE EXTINGUISHERS SHALL BE LOCATED PER NFPA 10. EXTINGUISHERS SHALL 7 BE PROVIDED ACCORDING TO THE EXTRA(HIGH)HAZARD REQUIREMENTS FOR CLASS B HAZARDS, EXCEPT THAT MAXIMUM TRAVEL DISTANCE TO AN 80B: C EXTINGUISHER SHALL BE PERMITED TO BE 100 FT. DRAWN BY: RDB — JKS MA,R 1 4 2017 Alml m3 1 PERMIT DRAWING C 1 12 CANOPY SECTION I-1. STANDING SEAM METAL ROOF PANELS I-1. 12 5 5 TTTI I I I I I T7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FT I I I I I I I I I I I I I I I I I FT7 I I I I I I I I I I j I I A R C H I T E C T 3 m FASCIA-VINYL GRAPHICS ON ACM +17'-6" MINIMUM Ilk CLEAR CANOPY C) REVEAL-VINYL GRAPHICS ON ACM HEIGHT -� STEEL CANOPY COLUMN STEEL CANOPY COLUMN U (PAINTED)TYPICAL (PAINTED)TYPICAL DECORATIVE BEAM ENCLOSURE T EACH CANOPY COLUMN (VINYL GRAPHICS OVER ACM),TYPICAL U o N N SEE EQUIPMENT cu WINDSHIELD WASHER J 73 SCHEDULE,TYPICAL AT " CONTAINER,TYPICAL AT EACH o U EACH CANOPY COLUMN o 0 6 DIA. BOLLARDS COLUMN (BY OWNER) Ln °' v' SIM.6/AI-2, TYP. GRADE VARIESa0i cu —JLA EL+ 4.78' m co 0 —��— —J— — — 2 J TOP OF ALL > I I I ( I I CANOPY FOOTINGS TYPICAL cn 1-1 o CANOPY FOOTING co L - - - J L - - - J L - - - L - - - J L - - J L - - - J L - - - J cc O N M u') E a) N ~ CANOPY ELEVATION Lm wo AI-1.4 SCALE: 1/8" = 1'-0" 0 - 0 co to � 12 _ -1 FUEL CANOPY WARNING SIGNAGE: OWNER TO PROVIDE WARNING SIGNAGE AT EACH FUEL CANOPY COLUMNCD I > �? 5 STANDING SEAM METAL ROOF PANEL OWNER TO PROVIDE WARNING SIGNAGE INCORPORATING THE FOLLOWING OR EQUIVALENT WORDING: Q F7777�" N SYSTEM WARNING: IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS. o *NO SMOKING (_0 *STOP MOTOR Lu `I FASCIA-VINYL GF APHICS ON ACM * NO FILLING OF PORTABLE CONTAINERS IN OR ON VEHICLE. +17'-6" MIN. REVEAL-VINYL GRAPHICS ON ACM *PLACE CONTAINER ON GROUND BEFORE FILLING. DISCHARGE RE-ENTER YOUR VEHICLE WHILE GASOLINE IES PUMPING. YOUR TER EOUCHING A METAL SURFACE AWAY FROM NOZZLE. CLEAR *DO NOT VINYL * IF A FIRE STARTS,DO NOT REMOVE NOZZLE-BACK AWAY IMMEDIATELY. DECORATIVE BEAM ENCLOSURE AT GRAPHICS *DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP. 00 EACH CANOPY COLUMN (VINYL INSTALLED STEEL CANOPY COLUMN GRAPHICS OVER ACM),TYPICAL = N ON ACM OPERATING SIGNAGE FOR UNATTENDED SELF-SERVICE MOTOR FUEL DISPENSING FACILITIES TO INCORPORATE THE _ (PAINTED)TYPICALM FOLLOWING OR EQUIVALENT WORDING: EMERGENCY INSTRUCTIONS: IN CASE OF FIRE OR SPILL: (1)USE EMERGENCY STOP BUTTON. W (2)REPORT ACCIDENT BY CALLING (SPECIFY LOCAL FIRE NUMBER). Q REVEAL-VINYL C=) GRAPHICS O INSTALLED ON ACM Q ' 5 iU-1 1/2" <OIL � � EL+ 4.78' _LL z Q 0 TOP OF ALL F -1 FO W CANOPY FOOTINGS II LjL K�2UJ 7— kTYPICAL 1 FUEL CANOPY EDGE PROFILE (-1, CANOPY FOOTING 1— p o b �14L — — J — — J ASCALE: 3/4" = 1'-0 Q � 00 w U W w P J °— Q CANOPY ELEVATION r -1 ZB w w AI-1.4 SCALE: 1/8" = 1'-0" Qa _j II a tD Q II o O z STANDING SEAM METAL ROOF PANEL I I Q SYSTEM ON SELF ADHERING SHEET U Q MEMBRANE OVER 5/8"P.T. PLYWOOD Z w SHEATHING FASTENED TO METAL HAT 7'-1.. 4 6" DIA. BOLLARD-PROVIDED = � AND INSTALLED BY PETROLEUM ( U OPEN FRAMING (BEYOND) CHANNELS OVER METAL TRUSS FRAMING 1-1. I I CONTRACTOR(AT FUEL AREA ONLY) MEMBERS(TRUSS DESIGN BY CANOPY � OUTSIDE 10"x 10"STEEL W CONTRACTOR) C OLUMN, PAINT TYPICAL I I FACE OF WALL FINISH ON EXTERIOR WALL PANEL ROOF PANEL 6 6 „ I DISPENSERS LENGTH,TYP. ��- _ --- 1 -0 TYP.AROUND NOT SHOWN P.T. 5/4"x 6"x 7'-0" L. WOOD BLOCKING IN-SET IN WALL LIM __. ___U1111111 I I FOR CLARITY PANEL FASTENED TO METAL WALL PANEL FOR AWNING L VARIESEL+8.50' @HIGHELEV.:- !J FRAME ATTACHMENT CENTERED ON DOOR OPENING) aJ �� EL+7.78' LOWEST ELEV. OP OF CONCRETE �I I� i i @ ��L `�.o' a��,•'` •. s- � FUEL SUMP CONTINUOUS SEALANT AT TOP +17'-6" MIN. CANOPY DRAIN SEE NOTE 4 i a CLEAR c� � — � � OP OF BASE PLATE i i EL+ 4.78 WRAP ACM OVER TOP OF FRAMELi - • DECORATIVE BEAM ENCLOSURE AT •.. �. , m TOP OF ALL CANOPY CONCRETE FOOTING .' EACH CANOPY COLUMN (VINYL p FOOTINGS GRAPHICS OVER ACM),TYPICAL EE NOTE BELOW =Z STEEL CANOPY COLUMN ~- z 4. KR? `• (PAINTED)TYPICAL NCHOR BOLTS a EE NOTE BELOW :` (o o w VINYL GRAPHICS INSTALLED OVER '+ , • • w EL+10 11 TOP OF ACM PANEL TO MATCH FUEL EFER TO CANOPY Z w 0 CANOPY (INSIDE COLOR TO MATCH - RAWINGS FOR '+ F p z A.F.F. - WI •' w Q BUILDING) , REINFORCING *. .. u-0 1-1/2"SQ.WELDED ALUM. N PROJECT NO. FRAME (PAINTED COLOR p 14038 BED UNDER EACH CANOPY FOOTING TO MATCH BUILDING) ISSUE DATE : GRAVEL BY CANOPY S �T� '� DEPTH TO BE DETERMINED C �(j' ' OCT. 26, MANUFACTURER �/� � 2016 5'-0°DIA. REVISIONS EL+ 4.78' J� 03-10-17 TOP OF ALL F —I J NOTES: 1 CONCRETE FOOTING SHALL BE DESIGNED BY CANOPY CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. CANOPY FOOTINGS SIGNED AND SEALED ENGINEERED PLANS FOR CANOPY STRUCTURE SHALL BE DESIGNED FOR THE WINDLOADS IN I IN ODES HAVING JURISDICTION SHALL BE PROVIDED AND EL+8'-5" _ 2 TYPICAL ACCORDANCE WITH LOCAL AUTHORITIES AND BUILDING C I-1, CANOPY FOOTING SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION WORK A.F.F. INTERIOR FRAMES co — — — — ASSOCIATED WITH THE CANOPY STRUCTURE. EL+8'-0" SUPPLIED BY CANOPY CONTRACTOR AND INSTALLED BYT GENERAL CONTRACTOR. G.C. SHALL A.F.F. , 2 ANCHOR BOLTS SU y� APPLY MASTIC WATERPROOF COATING OVER CANOPY COLUMN BATE PLATE,ANCHOR BOLTS ANT BASE OF CANOPY ' WRAP ACM UNDER COLUMN UP TO CONCRETE FINISH LEVEL. INSTALL EXPANSION JOINT MATERIAL AROUND STEEL COLUMN AND PIPE BOTTOM OF FRAME PROTECTION BOLLARDS AND FINISHED CONCRETE. x CANOPYSECTION 3 STEEL COLUMNS AND PVC DOWN SPOUTS SUPPLIED AND INSTALLED BY CANOPY CONTRACTOR. 4'-6" DRAWN BY: AI-1.4 x 8'-4" OVERALL LENGTH SCALE: 1/8" = 1'-0" 4 PROVIDE A 6'-0"WIDE TRENCH FOR INSTALLATION OF FUEL LINES AND CONDUITS (CENTERED ON FUEL SUMP). RDB - JKS 5 ALL COORDINATION SHALL BE BY GENERAL CONTRACTOR. NOTES: 1. AWNING PROVIDED BY FUEL CANOPY CONTRACTOR. . ALL CONCRETE LOCATED WITHIN THE AREA UNDER FUEL AREA SHALL BE PUMPED.ALL VEHICULAR TRAFFIC WITHIN 2. CANOPY CONTRACTOR TO COORDINATE ATTACHMENT REQUIREMENTS FUEL AREA CANOPY IS STRICTLY PROHIBITED. PRIOR TO PLACING ANY CONCRETE WITHIN FUEL AREA, CONTRACTOR WITH GENERAL CONTRACTOR. MUST FIRST OBTAIN GROUND PREPARATION APPROVAL FROM THE OWNER. _ 3 EXTERIOR METAL AWNING 2 TYPICAL CANOPY FOOTING SECTION AI-1.4 „ = ” AI-1.4 SCALE: 3/4" = 1'-011 M 1 4 201 AIR SCALE: 1/4 1 -0 Alml ■ 4 PERMIT DRAWING A R cn .�J U 4� V L U coCN N .......... ........... _........................... ........._....... ..._.._..__.........._..... ... . .. ......................................................................................................... .......... ...... .............. Cu LL- CD EQUIPMENT YARD a Q J O 0 W _. m CL - ----------- ------------------------°g co --------- g W O I-7. 2 ,� I 10 I �� 3 1-7. Y U co OPP. DS I-4. DS I --�-- DS 1-4. DS co El ccN C r— ` DATA �___ELEC�PANE=S_J` JL_ J i _ i ZZN gLmA 2 1 o I-5. AI-4. SECURITY I 9' H. FRP PANELS I-5. O rn ROOM I UTILITY AREA ON WALLS(DASHED Z cncu ----- ------------- - I RECEIVING AREA 1 LINES --- ---------------- - ) i� � o to CN i I a o II II i I uj I; 1 i II it I COOLER NO. 1 i 1 I I i SEE ENLARGED COOLER PLAN SHEET COOLER N0. I WALK-IN 6 AI-5.3 FOR COOLER DIMENSIONS IJt' 31 SEE ENLARGED COOLER 'LAN SHEET I PREP SUPPORT REEZER I I tl � AI-5.3 FOR COOLER DI ENSIONS ° f o - - —1-1 1 o I - 1 T � � T � T I-T I1 I MEN � i 1 I _ LI— _ LI— _ 1L _ -1L _ -1 _L _ —I- _ —IJ I� 1 i I WOMEN I I I I I I I I FINISH PREP I I I I I C i I I I I I I I I I I I I I I i Z Qoo � QO I I \ rA � _ 1 L _ � _I� 1-1- - � " I - . 5 I > LJL BUILDING --- T (7 I� �) o - I I W � SECTION _ �5. i U U U U U U U O I m Q HI-LO DF i � � ` -,----------------------------------------------�� 2 ~ U W AI-4. I V TIBULE N0. 1 I I-4• W ~ U I VESTIBULE I NO. 2 / I I �S o I �- Q F- J J z BUILDING � Q J I 1 I ® Lof I SECTION Q � o 1 I I Q 1 1 I I 1 � RETAIL AREA 0 ��------� --------- --- -�� 1-4. -- --------------- - p El A \ 3 1 3 I-4. --'1 1-4. - I EQUIPMENT EQUIPMENT Q CHASE NO. 2 p�`� CHASE NO. 1 . -. AI-4. coo �'� �5'� �� OUTDOOR SEATING AREA `QA= (2)3'x 3'CASED OPENING IN1 WALL-VERIFY WITH OWNERa \ FOR EXACT LOCATION --------------� �� 9' H. FRP PANELS r� -� -- ---_- p mac'- ON WALLS (DASHED ' � 9' H. FRP PANELS 4 b ON WALLS (DASHED �9�OHO DGE OF 4" H RAISED LINES) - I p ��s r' ONCRETE PLATFORM —�- LINES) y� , , - " PROJECT NO. 14038 RAMP �-'� y RAMP 'f ISSUE DATE UP UPOCT. 2 2016 OC 6, ' --- FEC FEC O REVISIONS / ABOVE f. C ABOVE \ D ABOVE O ABOV O ABOVE ABOVE ABOVE ' -4. �' — _ _ _ I-4. I-4. I-4. � — � I-4. - - - - - - - - - - - - - - - - - - - - - oPP. DRAWN BY: BUILDING RDB - JKS SECTION FLOOR PLAN. SCALE: 3116" = 1'-0" O� REFERENCE ACTUAL NORTH NORTH Alm2ml �Q A� PERMIT DRAWING CEILING LEGEND 2 x 2 LAY-IN SUSPENDED PENDANT MOUNTED LED ACOUSTICAL CEILINGO LIGHT FIXTURE-BOTTOM RETURN AIR GRILLE SYSTEM OF FIXTURE AT 12'-0"A.F.F. O RECESSED CAN LIGHT FIXTURE 2 x 2 LAY-IN FLUORESCENT LIGHT FIXTURE O SURFACE MOUNTED LIGHT FIXTURE SUPPLY AIR REGISTER cn 1 -*--1 Q-I WALL MOUNTED LIGHT FIXTURE V SUSPENDED WRAPPED a EXHAUSTFAN a) FLUORESCENT LIGHT FIXTURE ® 2 x 2 SURFACED MOUNTED LIGHTED EXIT SIGN MTV MONITOR(BY OWNER) FLUORESCENT LIGHT TL L C) FIXTURE TRACK LIGHTING N CEILING ELEVATION A.F.F co cu 72 E CEILING ACCESS PANEL o � 4- 3 0 a cc m L cu M — o METAL AWNING i� c,3 cc co N __.........._.._.._................................... ... _....... ------ .. ....._..._............. .._.__ ._.._.. .............m_. .... _ M U-).... 4) Lm DATA GB Q 3 N ' SECURITY M 0 ROOM 1TILITY AREA; 'I o cu RECEIVING AREA EXPOSED ` `n +8'-8'r EXPOSED 4 rn I_7 3 l (03� 3 > ----- Q _...._....... _ r co o ui El 2 o COOLER NO. 1 PEPS PPO T I-7. EXPOSED O COOLERCL EVAPORATORS COOLER ' EVAPORATORS O 2 5A COOLER X COOLER COOLER O.2 a EVAPORATORS WOMEN EVAPORATORS I-7. 1-7. WALK-IN MEN +10 s 10 8 EXPOSED oPP. FREEZER o1,777 O O O O EXPOSED o �-=-� co J o 0 0 o a - mij FINISH PREP B-5 B 5 — O __ �7. __.__._. _., 17. o ! i0 o — ° O O o 0 0 0 0 O ....... .. ...... . ............... T-0.. J - i ,. o LJ.1 O O v O VEST NO 1 Q � m VEST. NO, 2 - - - ,;M ti EQ. EQ 5D M ,` $, p,. m O - + o .f. TYP. Ty I-7. TL W I- � ® O O ' O O ® O e O O W z F- o �- +7'-0° ° . RETAIL AREA . o +r-o° L1.1 ~ Q o o � F !, ! O Q J Q o o W Q ` TL �,. TL O O J (D Q A m. �t PAINT.EXPOSED STEEL JOISTS ANG�'METAL ROOF DECKING - ti ► M M Lu i L-07- O O i O o • M • • • 03 TL M M TL j f \ i !; 3 3 1-7. O O - _ ±91-011 i' O TL TL i SOFFIT HAN R ROD i j LOCATIONS(5N CEILING j CANOPY ti BAR JOIST LINE ° O O ` e O • • P. CHASop E tj . . 'EQUIP. CHASE ,* ock a ~ ;Z.�,, NO. 2 e I' EXPOSED zo O .* 'Q`•. R II a RR ' e' Y! RSR 9-011 �� ® O 2 �� �� O I� I-7 o z PROJECT NO. i ° +1 o'-s' 14038 I O +10-8 ® ACT- OISSUE DATE : O O .r.w . .m OCT. 26, 2016 REVISIONS : , so O T , i O ...... __. O t _ w O CANOPY O O O O i °t DRAWN BY: RDB - JKS REFLECTED CEILING PLAN. SCALE 3/16"= 1'-0" REFERENCE ACTUAL NORTH NORTH Alm2m2 PERMIT DRAWING _._.._.. ._.......... ...._.._ ..... __ . .......................... ............ .. EQUIPMENT YARD - IF REFRIGERATION RACK SYSTEMcn HP-3 HP-2A HP 2B V HP- 1B CD ELEC �L:Ec. _.: __.__... ...... GEN.TALi --- -- --- ❑ ❑ V - _ -_- ---_ - — --- L Lo N ------_ _ ----- —�_-- _E C14 N ELECTRIC L PANELS T LE. BOARD ♦ I 24"D.SHELVING 24"D.SHELVING 24"D.SHELVING 24"D.SHELVING 24"D.SHELVING ,,` / M © UPS 63 ICE .� E _-_ _ =_ -_ ' ..... 54 A 54 A 54 A 54 A 54 A 0 0 82 ., MACH B 50 B LL HIP 1A 7 8 A o•�. cu U �� cu 5 UTILITY AREA N0. 1 °' TYP. �., m 61 B DATA I-7.1 RECEIVING AREA � • 91 0 21 SECURITY ROOM DATA 54 A - ---- - -- -- -------- ----, 54 A 54 A --- LOCKERS 91 O O 24"D.SHELVING ❑ N ❑ O _:, .. .. . CABINET i ° _. o `� 24"D.SHELVING 90 0 O 24"D.SHELVING 24"D.SHELVING E 54 ch Iti ...s: N -------- ------ Y ` _ ,.. y ' „ _.. € C 54 C 54 C 54 C 54 C 54 C 54 C 54 C 54 ! i '` - N O O : : O 24«X42„ 124«X 42" 74"X 42" 24"x 42 0 0 0 0 0 24"x 42" 24"x 42" 24"x 42" 24"x 42' /1 €€ r-- C!1 FIXED MOBILE MOBILE MOBILE MOBILE MOBILE MOBILE FIXED O €€ €€ — — 1 24"x 48" 24"x 48" 24"x 48" 24"x 48" 24"x 48" 24"x 48" 24"x 48" 24"x 48" A 54 „ �� �\ €€ A 52 71 1 36 FIXED MOBILE MOBILE MOBILE MOBILE MOBILE MOBILE FIXED f O €€ €€ 24"D.SHELVING €€ I I i X II I I �i � €€ 36' L. (2) O cu VVALK-IN ,� 54 C 54 C I 54 C . 54_C 54..C... 54 C 54 C._ 54 C ,;_ ------- --------� 15'-0" w Q `� c r .. .. FOEE ER T NGTH � RACK LE Q O z I I 34 A PREP SUPPO 34 B 35 N 36 A 1 ;, - i �i 15'-0" I 36 ALu I I I ----------------- O cv ( o N CD M d: TRACK LENGTH I 1 r �- J 4' COOLER N01. --------------- 13 B - ,� c = j L------------- ---� EEP r , � co I I 1, A __ r-------------- --I � 4 OEFp 35 A i 36 A 1 > uj ch a� 36 A I R N 0. 2 I W a ,€ COOLER 15 of -� _ 9 Fp CIO O z � �----------------� 35 B 12 70 10 A 8 -------------- Q � ° �3CN FROZEN ICE 4�FFp J 0�ot \ P 11 1 16 D ;i 10 B FOOD CREAM 34 i , 40� MEN 1 0 34 O 28 28 69 10 B A� Fp :. 6 �.. ...... N 6A �5 3� P \1"A 34 A 10 C ^Y34 B 134 B O O`0 3 F,o I 106 �\ SINK UNIT - O (DEEP WELL) WOMEN _62 A o N 0 0 FINISH PREP P 84 A 3 SOF 62 B 92 PASTRY UNDER CASE 0.<.., UN €,.EZ HOT HOLD HOT HOLD FOOD SERVICE FOODS SERVICE wLLJ tL Qo 5 �� °e- , tip s O O U G �. m Q r PQM W U W VESTIBULE NO. t -�ti��� TRASH 87 87 $6 84 C TRASH G° °.. �, ,�? VESTIBULE N0. 1 w m Z U `' � Q H Q� 84 � Q-�''.. G� WESTERN W � Z GAO � UNION � �— Q J A (2) 15 �►����, �s�� 16 25 Q I- Co s w cl k' S OPEN AIR UNIT(10 � S r 4 _ 12 A ( O -� F Aco � � s Oo ` '9A- Sol G 49 0 C ti � 19 UTILITY ENERGY D �� .�� UTILITY �, 0 ,. �O C',� s �P J� < CHASE ►.o troy __. ...... ...... w_., P �Q-��� Q G -� _ __ ° �,� � � `�� C HAS E ' _ O S <� Lu 0 0 N O. 2 o� s''��- �Q P� = os` �:~1 a,��< ti� s Q NO. 1 0 o . •_ ,� ; 913 �o ` ,, �.>4 UNDER ' C0 O 5, o��o o PROJECT NO. —� 24"D.SHELVING 24"D.SHELVING Quo, � ,pO j O m D 54 A 54 co I 14038 ZZ �T SALES CHECK OUT AREA ` �3 ISSUE DATE : o \ b orT �', s P 45 OCT. 26, 2016 REVISIONS . 68 ��9 > 45 A ! O CIG. CIG. 68 45 A Q YL 3 3 ELEC U 0� O o A 0 � � 2g [MANAGER'S COU TER N 1 �� � 0 68 68 � 24"D.SHELVING 54 A i 20 1 A q�13 - - RAMP B RAMP 8 UP UP - - - - ----/ 64 A CT 64 A O r _w-: DRAWN BY: RDB - JKS EQUIPMENT FLOOR PLAN SCALE: 1/4"= 1'-0" ' �O REFERENCE NORTH PERMIT DRAWING A 1 cn 15,_81, U CENTERLINE OF ELECTRICAL PANELS ♦� } o I __ ...._............ ........ ......._....._.... _...._ .__............... ..... . L Lo ; N co to E � O CJ LL cn Cc I `u cu L m a� REFRIG. _ Q c - 22'-5" T PLUMBING PIPE _...___. Ell ELECTRICAL CONDUIT X DIM. 130F __. _ 1 \ ,. •`. 14'-711 ' POWER AND DATA cc o N ' -* CONDUIT LOCATIONS REFERENCE POINT "' 12'- 2"`, REFERENCE POINT p P-D QUADRANT 2 I �� 1 ::::. 5'-9 1/ QUADRANT 1 \ 44 11 1/2 N X DIM. 5'-7" ` 11 X DIM. O rn 11 -0 Y DIM. 2'-6" E3'�_g�� 49'-8" ' 0'-11" 21.611 Y DIM. 0 c/)0 x cu it 01-9" __________r____, � I yi ...... ... .,., : 1 I 1 Q - �. t 1 1 I Q — `— ' PLUMBING PIPE } 9,-g9'-9�� N ELECTRICAL CONDUITIlk X DIM. 2'-6" �� � ` �� 1 I , 2'-6" of 10'-111112 IL ��� I I G0 75 co POWER AND DATA 6'-911 uj 5'-2 /2" 1 i ; ------------� F- P-D CONDUIT LOCATIONS 17'-211 ,- 11 _ ____.___. 1 I 1 1 1 7 2 I —) ----- -------1 I I I I 1 I I L------------J 9'- - I � L-J r a ------J 1 ---- - ---------- 8- � r------------I 9'-1011 511 L+, 01��11_ _. .. .,_. I 1 Fj t 8 L------------J € 1 L------------J --_ 10'-1" 1 1 11 10-2 '-9" 49'-3" 1 3'_511 10'-9 1/2" 1 n 21-211 E 1 1 —81/ 101-911 11' 0" 10'-2" E 2'-4' - J 13'-4 1 l2" I Ii � 1 / O FT 1 17'-5 1/2 1 ' 1 1-011 11 -0 1/2 r 8'-11 1/2" Q 1 30v-6"6' 21'-4 1/2" U. _p , I 7 Q _j Z W U. 0 0 w J 1 � n [_j 0 O v L — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — Z 0C m Q I 9'-8" 51.811 52'-811 i. 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POWER AND DATA P-D _ PROJECT NO. - - - - _ - - - - - - - - - - - - - - - - - - --� - - - - CONDUIT LOCATIONS 14038 25'-9 1/2" 24-5 112" ISSUE DATE 5'-3 1/2" 1 OCT. 26, 2016 5-3 1/2" REVISIONS : 1 11 , 11 `'.... 39-2 40-6 9'-7 1/2" 9'-7 1/2" DRAWN BY: RDB - JKS FLOOR PAN - PIPE PENETRATION IN FLOOR SLAB SCALE: 3/1611 = 11-011 NOTE: GENERAL CONTRACTOR AND SUB-CONTRACTOR TO COORDINATE AND _ VERIFY EXACT LOCATIONS OF ALL FLOOR SLAB PENETRATIONS WITH D ELECTRICAL DRAWINGS. NOTIFY ARCHITECT OF ANY PLUMBING AN FLOOR PENETRATION DISCREPANCIES PRIOR TO POURING CONCRETE �1 FLOOR SLAB. �A Alm2m4 PERMIT DRAWING i to U U Lo N N M i (6 E O V u- cn cc cu N L m L- cuo cu cc CD O N M N ~ Lm N O Ou- cu C!) N � l O C � � N M � � O � 07 W M � 20'-2" 171_211 i 11'-8 1/2" 6'-3" 0 m __ _ _ - o 0 _ _ __ ___ ____ _W .. ...... ......... ......... . .......... ... ........ .. .......................................... .. 15Q wLL Q 00b ormQ EQUIPMENT YRD W U Z CLZ — A WJz 3'-0" L.1.1 Q i QQ HP - 3 HP - 2A HP - 2B PROTOAIRE RACK UNIT � - - — — — — HP - 1B W EL CTRICAL PANEL FOR DISCONNECT SWITCH FOR P OTOAIRE UNIT CONDENSING UNITS, TYP. I - ........ ... . .... . .... ...._ ........ ......... ......... _ _.._.......... DISCONNECT SWITCH - , FOR CONDENSING r UNITS __.. -------------- ------ - -- ------- �_____--------� __________.____.__._____..__..__._______ ,�, '� ' •. • R ....................... ............. ................... 1/2" F.R. PLYWOOD ON THIS SECTION OF EXTERIOR ' HP - 1A WALL PANEL (8'-0" HIGH) - PAINT BLACK -••. .� ` ....................... I DRECEIVING AREA PROJECT NO. A A a I 1/2 F.R. PLYWOOD ON THIS SECTION OF INTERIOR 14038 SECURITY WALL AND COOLER WALL (8'-0" HIGH) - PAINT BLACK ISSUE DATE i OCT. 26, 2016 ROCM _ REVISIONS r----------r -----------------1 i ..... i i L__________L_________________________J__________J v_ < z, a A -- �J I I I I I I II II II II DRAWN BY: RDB - JKS EQUIPMENT YARD LAYOUTvcw, SCALE:3/8 = V-01' O goy PERMIT DRAWING E i �cn ........................... .......... ........... -�-� CD N CV co cu _- c � . _._...... - ..., ._ y _. .. .... _ :. �- -�" ,, i • ..............�...._ _ ......_ ....... ..... .a ter..... ... _ ... ""--"-"—�' i cc cu cu _____ ... «:. __..._. ._.. _.. .. LZ_ _.. cu cc I ( 5 _ — — — — GWB SOFFIT SUSPENDED FROM _._a' f �? BARJOIST ABOVE _........._................................................_.....__._._......._......_.._....._........ _.._......._....... in � o _ __._ _. __._._._._.__ __ __ _ .___..__._ ___..___ __---------__._-.___.._____._____ _....__. ; ( rn o cu .._......_..............._...,_.._..._........__................__......._...._..............................................; .............................. ..........._.. ....... ... = rn FINISH PREP PR P SUP �RT UTILITY C SALEScouNTER RETAIL AREA MCN AREA ( C-0 couji ..._.._......................_.........................__..._.._. __...._.... __..................................._.__._._.............................................. _...._........................... . _..__ . .... _._.._.._..._..._....__._..._.. .... ............................ ..... . ....... 4° HIGH RAISE[) CONCRETE 1 BUILDING CROSS S(EDGE PROFILE TO �42 2" MATCH SALES COUNTER AND RAMP SCALE: 1/4" = 1'-0" VERIFY AND COORDINATE WITH SALES COUNTER LAYOUT Z m 0 O � L-jry — � o W � W Jam = U) 0 °m Q 0 vW m ui F- Z CL Z Q1-- Lu z �- Q J _ Q Q C m I ''• 'FE D u t e PROJECT NO. 14038 ISSUE DATE : OCT. 26, 2016 REVISIONS : DRAWN BY: RDB - JKS Alm4m2 ( lot all PERMIT DRAWING I p 1 R I cn V L � N N co Cu E O U u- cc U � 1 a) L m L N -0 O cnY U to cc CO O N M N ~ � N O � O � O X o (a O L1._ J m � T M � � O � O W M � 1 rr DUCT-SEE MECHANICAL m Q Z � o � D C :-SE Q O j LAIC Lw IL LU � BOTTOM OF SOFFIT ________.___ M _ __ __ �.._ __ _ _ _ _ _ _ _ _ __ _ �.. _ _____ __. ___ W o m Q uj 112" GWB ON 2-1/2" CURVED 5/8" GWB ON 2-112 m METAL STUD •� W Z U METAL FRAMING 16"O.C. FRAMING 16"O.C. JZ W Q GLAZING IN ALUMINUM STOREFRONT Q Q FRAMING SYSTEM 5/8" GWB ON 2-1/2" METAL STUD FRAMING 16"O.C. j LOTTO TICKET DISPLAY CASE-SEE INTERIOR DESIGN DRAWINGS I E 1 e i E E r € e GLAZING IN ALUMINUM STOREFRONT FRAMING SYSTEM Lo _- _ � � ♦viii •i•�+��e% -�' ''a ,. Pre► i/r ,P P rY PP �♦ ALUMINUM AND GLASS SLIDING DOOR SYSTEM E PROJECT NO. 14038 ISSUE DATE : OCT. 26, 2016 1/2" GWB ON 3-5/8" REVISIONS : I METAL STUD j CABINET MILLWORK _ r - FRAMIN 1 G 6"O.C. 3 M W f co RUBBER FLOOR FINIS OVER RAISED CONCRETE RUBBER FLOOR PLATFORM FINISH ON SCHEDULED FLOOR ? 2„ FINISH CONCRETE RAMP DRAWN BY. �... RDB JS RAISED CONCRETE PLATFORM AND RAMP(INSTALL SEPARATOR SHEET BETWEEN FLOOR SLAB AND RAISED Alm4m3 K`l� WALL SECTION - r2�� WALL SECTION-M 3 WALL SECTION - CONCRETE PLATFORM ) Li �43SCALE:3/4" = 1'-0" AI-4.3 SCALE:3/4" = 1'-0" AI-4.3 SCALE:3/4" = 1'-0" ox*, o, PERMIT DRAWING CIO I R f' 13 1 c E c� E 1 i jf L0 jL0 N N M Ca � O cli U cc c WMMO L I cu W i O N cu cc Co N Lo cn ___..._.._�__.... _.._......_..._.........._. ____._._.__ � N E — cy) o Z L cu LL I CD C � cn W m M . H E E E E 1/2" GWB OVER EXTERIOR WALL PANELS 1/2" GWB OVER EXTERIOR 1/2"GWB OVER EXTERIOR 1/2"GWB OVER EXTERIOR WALL PANELS WALL PANELS WALL PANELS STEEL TUBE SUPPORT CANOPY SYSTEM FRAME-SEE STRUCTURAL m Z Q � � STEEL TUBE SUPPORT DRAWINGS FRAME SEE-ST UCTURAL z DRAWINGS O __._._.__m.._.. . _. W LOUVER-SEE MECHANICAL ....................... ._. __.__ _....._.._....m _._..._____........__..____....._.._ -----_....__ DRAWINGS (PAINT OUTSIDE W Q Om UQ FACE TO MATCH BUILDING} \ m w � I -� - E � z U 5l8"GWB ON 3-518" C J J Z METAL STUD CEILING ' F- FRAMING 16 O.C. E � E r i j E 2 x 2 SUSPENDED ACOUSTICAL I CEILING SYSTEM -- I 3 GLAZING IN ALUMINUM _ - 1/2" F.R. PLYWO DON EXTERIOR STOREFRONT FRAMING i .' , .••+••::,.,�,, i WALL PANEL BE IND ELECTRICAL SYSTEM PANELBOARDS AND BETWEEN 1/2" GWB ON 3-5/8" METAL STEEL COLUMN -EXTEND TO STUD FRAMING 16"O.C. - UNDERSIDE OF UBE STEEL EXTEND TO UNDERSIDE OF FRAMING (PAIN PLYWOOD BLACK) ' 1/2" GWB ON 3-5/8" METAL STUD TUBE STEEL FRAMING FRAMING 16 O.C. i E ( E I PROJECT NO. 14038 ISSUE DATE : OCT. 26, 2016 REVISIONS : E E I j I E jjj I 3- 1/2" HIGH CONCRETE CURB ( AT ELECTRICAL PANELS-SEE FLOOR PLAN FOR EXTENT E i E SEE SCHEDULE FOR f I � E FINISHES SEE SCHEDULE FOR FINISHES i 4"CONCRETE SLAB 4 CONCRETE SLAB j 0 11-211 WITH TURNED WITH TURNED SEE SCHEDULE FOR ; 00 DOWN EDGE (AT DOWN EDGE (AT FINISHES `► i CONCRETE FLOOR SL EQUIPMENT YARD ! DRAWN BY. { CONCRETE FLOOR SLAB EQUIPMENT YARD) ) EL+ 0'-0" FIN. F L. _ _ _...._.------..._. __. m _............ RDB JK DRAINAGE PIPING-SEE CIVIL DRAWINGS rT� WALL SECTION - - K"4� WALL SECTION - Alm4m4 2 WALL SECTION 3 WALL SECTION AI-4.4 SCALE:3/4" = 1'-0" �44 I-4.4 SCALE:3/411 = 1'-0'' AI-4.4 SCALE:3/4" = 1'-0" SCALE:3/4" = 1'-0" PERMIT DRAWING U 0,9 o N N M (6 O U cn ccc N .c- L m L cu cnc cc coN M U.) r ................................... ------- ..................... ........... L O cn C> O � O x cu L_ C!1 � � O > O -I F Q N M � O I Wcy') F 1/2"GWB OVER EXTERIOR WALL PANELS 1/2"GWB OVER EXTERIOR WALL PANELS STEEL TUBE SUPPORT CANOPY SYSTEM FRAME-SEE STRUCTURAL 0 DRAWINGS STEEL TUBE SUPPORT Z Qom FRAME-SEE STRUCTURAL DRAWINGS w .. .... ... .... ... .... uj T............................. V -� _ ................. .. . W 0 ° U V) �_ w 5/8"GWB ON 6" METAL STUD J w I— m P.T. 2 x WOOD SPACER BLOCKING CEILING FRAMING 16"O.C. Z U 5/8 GWB ON 3-5/8 J Q H TOP AND BOTTOM METAL STUD CEILING Lu _j Z I 1" INSULATED GLAZING FRAMING 16 O.C. Q J (FROSTED) IN ALUN INUM 3 Q I STOREFRONT FRAP41NG SYSTEM Q 3 3 3 > 3 j I 3 3 COOLER WALL AND ! TOP PANELS i 1/2" GWB ON 3-5/8" METAL I STUD FRAMING 16"O.C. 1 E t i �JT 1/2" LAMINATED GLAZING IN ALUMINUM STOREFRONT s e FRAMING SYSTEM �' !' \ ? .Cc w \ 1/2 WATER-RESISTANT GWB ON 3 5/8" METAL STUD FRAMING 16" O.C. (WATER-RESISTANT GWB • t-f r• ON ALL RESTROOM WALLS) o a? o) o i ARCHITECTURAL ALUMINUM LOUVER SET IN ALUMINUM PROJECT NO. STOREFRONT FRAMING SYSTEM 14038 ISSUE DATE . OCT. 26, 2016 I REVISIONS : SEE SCHEDULE FOR FINISHES ' I l CONCRETE FLOOR LAB SEE SCHEDULE FOR i FINISHES DRAWN BY: ........................_._................. '- " RDB JKS EL+0 0 _..�. __.. _ _ ._ _.__..... W.. _._.... ...W_......._ WALL SECTION - 2 WALL SECTION a� Alm4m5 AI-4.5 ,� - � �� AI-4.5 �� SCALE:3/4 - 1 -0 SCALE:3/4" = l'-0" �� PERMIT DRAWING A R U CD 4) U N N M Cu 0 O N .� U cc � N NiE L m 2 O Ca .O •] C N O N O N N ~ L N O C O cu X - TWO LAYERS 1/4" EXIBLE t 3 I t e E F t t t - GWB ON 2-1/2" TAL STUD FRAMING 16" C. — a, > rn _ r- d- N MC. TWO LAYERS 1/4" 'c_ m FLEXIBLE GWB ON 2-1/2" METAL STUD uj fFRAMING 16"O.C. I JL 1 3 7 s i ! FASTEN 2-112" METAL EXTEND 2-1/2 METAL STUD STUD FRAMING TO STEEL FRAMING AT 32"O.C.AND GLASS TILE GRAPHICS (SUPPLIED ; BAR JOIST GLASS TILE GRAPHICS (SUPPLIED FASTENED TO HORIZONTAL BY OWNER AND INSTALLED BY G.C.) 'IZ-------- - -- -7' BY OWNER AND INSTALLED BY G.C.) `\ METAL FRAMING ABOVE Q 1/2"GWB ON 2-1/2" METAL STUD FRAMING 16" O.C. { LED LIGHT STRIP-SEE ELEC. , ,' , Z Q o ,' DIFFUSER-SEE MECHANICAL (PROVIDE ROUND METAL DUCTWORK-SEE MECHANICAL LL' ' DRAWINGS. COORDINATE WITH F-- W J /1 I / \ GWB EDGE TRIM TO FINISH I EW 2 x 2 SUSPENDED 1 _0 ' METAL STUD FRAMING GWB AT DIFFUSER) D - .c_ _ __________y 1 V ! ME CAL COUSTICAL CEILING W 00 Q YSTEM 1/2" GWB ON 2-1/2" 1/2" M.R. GWB ADHESIVELY METAL STUD FRAMING 1/2"GWB ON 2-1/2" ' � V m APPLIED TO COOLER WALL ' ..__.. , . : ...:.. .... ... 16"O.C. cv - A W PANEL METAL STUD FRAMING ...I Z U v J < �- 16"O.C. I ' I W Z VINYL COVERING OVER GWB - ! Q F-- Q PREP GWB TO LEVEL 5 2 1/2" I ~ Q —� 1/2"GWB SOFFIT ON 2-1/2" Q METAL STUD FRAMING — COOLER WALL AND N CEILING PANELS I PREP GWB AT THIS 1/4" FLEXIBLE GWB OVER 2-1/2"OFFSET - ? BUILT UP 1/2" GWB /2" GWB ON 3-5/8" METAL I SECTION TO LEVEL 5 0 TUD FRAMING 16" O.C. GLASS MOSAIC TILE -SEE i INTERIOR DESIGN DRAWINGS PAINT GWB WITH I f SEMI-GLOSS PAINT PRIOR TO I ±3'-4" @ COFFEE PREP COUNTER I APPLYING VINYL COVERING ( SCHULTER SCHIENE TRIM, ±3'-8"@ FOUNTAIN COUNTER RP INSTALLED GWB FULL EIGHT TO CEILING TYP. I EE( E 3 4 RECESSED DISPLAY U SCREEN (BY OTHERS) Q 1/2"GWB EACH SIDE OF 2-1/2" METAL STUD ;t p o _ FRAMING 16"O.C. y o O SOFT SERVE MACHINE A � 1/2 SOLID SURFACE a w M //�� W y� AND CART (BY OWNER) SURROUND AND N a o COOLER DOORS OPENING (BY OTHERS) U 0 a co EQUIP. CHASE \ w = Imo . F.f rwAV uj — CONT. 1/2"x 3-1/2" PVC TRIM PROJECT NO. I I BOARD(PAINTED)-ALIGN 14038 w I ( BOTTOM EDGE WITH STUD ISSUE DATE : Q CABINET MILLWORK I I TRACK AND GWB OCT. 26, 2016 Z W I I REVISIONS : N Oaf ( bo „ oma I N 1/2 SOLID SURFACE U 5- W I I SEE SCHEDULE FOR SURROUND (BY OTHERS) j U I FINISHES w I � _...._.._...._ .�... ......... ........ . . . .... _ _ EL+0' 0" FIN FL DRAWN BY: RDB - JKS WALL SECTION - r2�� WALL SECTIONK"3� WALL SECTION �t4�_6SCALE:3/4" = l'-0" A�41SCALE: 3/4" = l'-O" NOTE: VERIFY REQUIRED OPENINGS AI-4.6 = SCALE:3/4 l'-011 WITH SOFT SERVE MACHINE PROVIDED. Alm4m6 7t . I,/I PERMIT DRAWING i I R U U a) r12CD N M fu E �p O U U- N cc CBN !E L Lm cu f O coU (a c N M "j N r,- CD O X cu O L N ti CD C � Q � N M CD � 07 W "' j i 1/2" GWB OVER EXTERIOR WALL PANELS 1 ; 3 i 1/2"GWB OVER EXTERIOR I WALL PANELS STEEL TUBE SUPPORT I FRAME-SEE STRUCTURAL m QQ DRAWINGS O Q0 w U- .. .. ... .... _. .... ... . .._ _.. .... . .. _ _.. ... ... .. .._ w m , . ... ... .... ... ... ... _ .... . � Uw J � zv 5/8" GWB ON 6" METAL STUD J J Z O.C. CEILING FRAMING @ 16 ~ Q Q J 1 a I; 1" INSULATED GLAZING € (FROSTED) IN ALUMINUM STOREFRONT FRAMING SYSTEM COOLER WALL AND TOP PANELS 1 I i � t I' 1/2"GWB ON 3-5/8"METAL [{ STUD FRAMING 16"O.C. E s I � 1/2"GWB ON 3-5/8" METAL ' t'°► STUD FRAMING 16"O.C. 1/2 WATER-RESISTANT GWB ON E �,�, ,• 3 5/8" METAL STUD FRAMING 16" O.C. WATER-RESISTANT GWB E 4, .• ON ALL RESTROOM WALLS) ••...,,.. C> a° o ARCHITECTURAL ALUMINUM LOUVER SET IN ALUMINUM PROJECT NO. STOREFRONT FRAMING SYSTEM ` 14038 i � : e I ; ISSUE DATE : OCT. 26, 2016 REVISIONS : SEE SCHEDULE FOR FINISHES ; k I ti CONCRETE FLOOR SLAB t SEE SCHEDULE FOR CONCRETE FLOOR SLAB FINISHES DRAWN BY: i 3 EL+0'-0" __............_...._...__.....____ �._..___�..... R D B - J KS OIC A WALL SECTION r2WALL SECTION Alm4m7- AI-4.7 SCALE: 3/41f - 1 1-011SCALE: 3/4 - l'-O" A& PERMIT DRAWING V♦ �J 13 U N N M C6 E O O LL- vi CC (a N -� L m cu W — � 0 Y V (u CC O O N co N ICD ` N O � O 0 O (a U N ti � O a O > Q � M � � O � O E METAL ROOF ASSEMBLY WC.0 E i I j i 4 1/2"GWB OVER EXTERIOR WALL PANELS 1/2" GWB ON EXTERIOR i WALL PANEL — STEEL TUBE SUPPORT STEEL TUBE SUPPORT FRAME-SEE STRUCTURAL FRAME -SEE STRUCTURAL DRAWINGS DRAWINGS 1 m QQ I Z Qom O � Qo WLLJ LL WO °m Q vW ATTACH STUD TRACK TO STEEL . W � m CORE AT EXTERIOR WALL PANEL z U 1/2 GWB ON WALL PANEL J Wiz E RETARDANT PLYWOOD Q J 1/2" FIR ON METAL STUD FRAMING — __ . __ pift TOP OF TRACK 2 x 2 SUSPENDED ACOUSTICAL CEILING 3 i SYSTEM ALUMINUM FRAMING 5/8" GWB CEILING ON 3-5/8" METAL STUD CEILING FRAMING 16" O.C. 7 I I I SEE WALL SECTION 2/AI-4.6 FOR SIMILAR NOTES y . �\ i•A fm�� CSA:^ on 1/2 GWB ON 3-5/8 METAL STUD FRAMING 16" O.C, 1/2"WATER-RESISTANT GWB ON 3 5/8" METAL STUD FRAMING 16" O.C. ti PROJECT NO. �o 14038 ISSUE DATE : OCT. 26, 2016 3 i REVISIONS : 3 .. ........ ......... SEE SCHEDULE FOR FINISHES SEE SCHEDULE FOR I CONCRETE FLOOR SLAB FINISHESDRAWN BY. W. _... EL + 0'-0" FINISH FLOOR ..- RDB - JKS EL+0'-0" FIN. FL. Alm4m8 2 WALL SECTION rT� WALL SECTIONIN - AI-4.8 SCALE: 3/4" = 1'-0" OA AI-4.8 SCALE: 3/4" = 1'-0" '�/ � ` PERMIT DRAWING Ak F GLASS MOSAIC TILE • FRP PANELS OVER GWB SCHULTER SCHIENE TRIM, TYP. - _ cn U RECESSED DISPLAY SCREEN (BY OTHERS) c� R L J N a 1/2co " SOL D SURFACEcu 0f :DSURROUND .......... E 0 0 U U) 1/2" SOLID SURFACE w W SURROUND. WRAP INTO u SOFT SERVE OPENING L ° 2 m cu °- (BY OTHERS) :. Q5 3/4" '4.EDcn9 W UJ z '�, `�. 2-1/2" STUD cu o Q FRAMING THIS 2'-2 1/2" CN SOLID SURFACE z HEAD WALL 2. o co o Z 2„ ROUGH OPENING RO 2 112,. 1: N COUNTERTOP AND 0 Z 2`,Z 1 1NG Gy OP f N BACKSPLASH Lm W OPEC ENING 0 n. 811 �OVGN O- _ cu X SINK -' 1/2 1/2CD LL .......... ....._..... .....__... _.. .. ............. CD _._. c 11 IN SOLID SURFACE 3/4 RECESS � . 50 r SILL TO CATCH OVERSPILL BY ... _...m.._..........._.____ DOOR PANEL - OTHERS) co N FINISH TO MATCH - W r . H PREP COUNTER DOORS 2'-1 1/2" WOOD BRICKING _ 2' ' FRP PAN LS OVER GWB (ATTACHED TO SOLID 2_1 1Iz �� SURFACE SURROUND - " 4.. _ BY OTHERS) SOLID SURFACE 11 (BY JRROUND NEW 112 GWB EACH SIDE OF 3-5/811 METAL STUDS 16" O.C. _ 1/2" SOLID SURFACE THERS) 1/2" SOLID SURFACE SURROUND. WRAP INTO SURROUND (BY SOFT SERVE OPENING ~` OTHERS) SILL 5 SOFT SERVE WALL OPENING DETAIL SOFT SERVE WALL. OPENING PLAN co 6 SECTION SINK BASE CABINETr4""� J �t4�.9SCALE:3/4" = 1'-0" NOTE: MILLWORK AND COUNTERTOP AI-4.9 SCALE:3" = 1'-0" �4.9SCALE: 1" = 1'-O NOTE: OPENING FOR SOFT SERVE MACHINES PER EQUIPMENT MANUFACTURER'S Q m Q BY OWNER. REQUIREMENTS. Q p w W o � - W � QOmQ W U cl) wpm 2 Z � a � -4.6 0 W z �— QJ 6 �'_' Q ~Q 1-4. (D W SEE INTERIOR DESIGN DRAWINGS (j) FOR WALL FINISH - o ......... ......._ ........ _.... ...._ 1 RECESSED DISPLAY _.._. SCREEN, TYP. , .; ABOVE EACH K*'4 OPENING (BY '# ; A-4.9 OTHERS) . ,, • , , \ _W_ _____. _ _._ ____ _ _.___ ___W_ SOFT SERVE SOFT SERVE SOFT SERVE 'k... M ti s• - WALL OPENING WALL OPENING WALL OPENING -'� . r •' .........._................... o CUP DISPENSER IN PROJECT NO. CV WALL (SUPPLIED 1403 BY OWNER AND ISSUE DATE ............. ......................_..._................ ............. .. OCT. 26, 2016 INSTALLED BY CONTRACTOR) REVISIONS O OI co (V I N DRAWN BY: RDB - JKS N. EQ. to E Q. 11 3'-8 1/2" 3'-8 1/211 VIS Alm4m9 _ 1 ELEVATION COUNTER 2 ELEVATION SINK BASE CABINET- 3 WALL ELEVATION F �49SCALE:3/4" = l'-0" �49SCALE: 314" = 1'-0" �49SCALE: 1" = l'-0" PERMIT DRAWING EXTERIOR WALL PANEL AND EXTERIOR WALL PANEL AND EXTERIOR WALL FINISH EXTERIOR WALL FINISH :moi. .,.: ;' xx;�x xx• y ;tr/I XIA ` ' a 1/2" GWB ON 6" METAL '— 1/2" n @ GWB ON 6 METAL STUDS 16 O.C. n u n v' ;< STUDS @ 16 O.C. O n x _ k �� N STEEL COLUMN SEE k Q u . STEEL COLUMN - SEE STRUCTURAL _0 i STRUCTURAL -0 0 L c C LmL— co PANEL 01K*`4EXTERIOR WALL PANELEXTERIOR cn 3: 0 1 �5.1SCALE:3/4" = 1'-0" A-5.1 SCALE:3/4" = 1'-0" cu cc C.0 O N M U-) N ~ 1 2 5 4 L N A-5. 21-41f -5.1-5.1 -5.1 42'-s" = X cu EDGE OF ,� ' ' i 1/2" GWB ON 1-5/8" METAL ; ; 3 5/8" METAL i Z �, �-- 6 METAL i STUD ON FURRING 16" x m CONCRETE �x� 3 5/8 METAL STUDS WALL 6" METAL = STUDS I O.C.THIS WALL � ` EDGE OF a, FLOOR SLAB — __ y STUDS WALL CONCRETE Q FLOOR SLAB co N ykW_ WW_..__.. _...._........._...._..__. W_.._........ __ __..._.._...._ _ W.... _ ..._ ......_ ........ .. _ t, , _ T' 4 x 4 STEEL E E: _ k J v 4 x 4STEEL M a) i / y TUBE POST TUBE POSTn,. / a r COOLER WALL _ ___._-_�._..._ .�.____.__. 6 METAL STUDS I �W.wW a.W_.... W I w WALL (E i iLoop U i _ . N . rn o o CL`�AR '€ i CLEAR _ �n i E (� _._ _...__. ._...... ........ .......,n Q _ ........ _ _ .r COOLER WALL WALL --- --- , , 6 METAL 3 6" METAL STUDS STUDS 1 1/2" 1.. �� o 'E � O co M '€ 1 II I 2ci m 1-4.7 Q 1-4. �- _ N W Q o c N ;: ( Ii IL 1 I 2 611 STUD WALL & COLUMN 5 611 STUD WALL & COLUMN 5 . w wu ID -r _ 3 ' Z O m v -0NA5.t5. SCALE:3/4 = 1SCALE:3/4 = 1 -0 ® 8 AI-5.2 6 w4 AI-5.2 2 N m uj Q 3 Q. . 7 Z ,: 0 ; N i ( ?i Q 3E Q 1 __ _... __.__......_ 1 1/2" 41-011 6" METAL STUDS �� � `' ��, Q WALL 1/2 GWB ON 3 1/2 (° J WOMEN i METAL STUDS 10 112 ETAL COOLER WALL Euj 6�� METAL ; - 3 E II ...... cl S DS STUDSt0 E' � i 1/2" GWB ON 3 1/2" E , i 3 �, 6 i , METAL STUDS x=: 1/2 GWB ON 2-1I2 I j ( A-5.1 � METAL STUDS THIS -5.1 1 SECTION ':. z >< a. X Ll Li i • ii .................................................. _............: 1a N D 112 M. R GWB ADHESIVELY I ° °° COOLER WALL 4 APPLIED TO COOLER WALL ; ;� PANELS � ___..r_�_.W._. �� __. .. 1-4. VESTIBULE , T-9 1/2" 2 2 VESTIBULE NO. 2 c%4 - ALIGN 4 11 11 4 ALIGN -ALIGN NO. 1 PROJECT NO. co 3 6 STUD WALL & COLUMN 6 6 STUD WALL & COLUMN 14038 ASCALE:3/4" = 1'-0" A-5.1 -5.1 SCALE:3/4" = 1'-0" 414 ALIGN - ISSUE DATE : ALIGN OCT. 26, 2016 REVISIONS : ........... .... E 4., i KEYED NOTES THIS SHEET 1'-10.- r4 '-10"4 ! � DRAWN BY: F11 BASE CABINET AND COUNTERTOP TO BE PROVIDED AND INSTALLED BY OWNER'S I-4. MILLWORK SUBCONTRACTOR (SEE DETAILS 1/AI-4.10 AND 2/AI-4.10 FOR REFERENCE) 0*0 RDB - JKS F2] ALIGN METAL STUD FRAMING WITH FACE OF COOLER WALL PANEL AND ADHESIVELY SEE PLAN DETAIL E :Ito INSTALL 1/2" MOISTURE RESISTANT GWB OVER COOLER WALL PANEL. ❑3 HI-LOW DRINKING FOUNTAIN (ADA LOW DRINKING FOUNTAIN ON RIGHT SIDE). B ENLARGED PLAN - MENS RESTROOM & VESTIBULE NO. 1 A ENLARGED PLAN WOMENS RESTROOM & VESTIBULE NO. 2 ._ �51SCALE:3/8" = 1'-0" NOTE: REFER TO INTERIOR DRAWING RESTROOM ELEVATIONS ® 4'-0" HIGH CORNER GUARD (CONSTRUCTION SPECIALTIES - MODEL SM-20N OR EQUAL. AI-5.1 SCALE:3/8" = 1'-0" NOTE: REFER TO INTERIOR DRAWING RESTROOM ELEVATIONSAl FOR WALL FINISH INFORMATION FOR WALL FINISH INFORMATION 5ml PERMIT DRAWING ALUMINUM FILLER TRI M EACH SIDEA R C H I T E C T 3 OF MIRROR ABOVE WALL TILE PAINTED GWB S.S. BACK PAINTED GWB ` \'• cn IRROR PLATE MU) Lu 13 W 3 5 wz .— U) -011 / © J cn w (D V o / 13 10 \. �] L.._ 12 a Boz i U) O 2 13 0 g – N 2 13 VuiY a � N 3 3 i _ \ M cu - _ :. f LL U F— o� _ - w I 3 _ w _ = = 14 Q ' ' 1'-6„ 0 - 03 c 0 9 0 0 5 `"' w a) c� 1 LEA L m CIO N IN q-7.3 N a� n cn �--� ELEVATION 4 i ELEVATION 3 r cu � ELEVATION 2 SOLID SURFACE VANITY COUNTER ELEVATION 1 1'-5" SEE INTERIOR DESIGN DRAWINGS cc co CV � = N - WOMEN'S RESTROOM INTERIOR ELEVATIONSCD 0 � � SCALE:3/8" = 1'-0" Z � X o 0 cu cn 11 o ti � rn � rn rn FT `` ALUMINUM FILLER TRIM EACH SIDE M OF MIRROR ABOVE WALL TILE _ \` to to 0 r- I- PAINTED GWB PAINTED GWB MIRROR S.S. BACK S S `I (RROR� PLATE W W ;, . ^, �� 13 r� 2 1 -o 5 w z 1 p ; 10 13 �' 13 3 0 2 12 w c� ., _._... _..... . _.m a_... _..._.. Boz a......................................... u..aN. ,,.. g � o cn .................... ......................... ...................................... -JEW_ a _ - 00 3 w � < Qwo 11.6„ o M _ 14 5 m o 0 Q n w Z 0 C) �J U- Q V z LEA O1 c� C`' A-7.3 r- W O001 - 11 ov w J ~ ELEVATION 8 1'-5" W � _ ELEVATION 6 ELEVATION 7 J O °m Q ELEVATION 5 SOLID SURFACE VANITY COUNTER INTERIOR DESIGN DRAWINGS SEE IN W ~ U m - MENS RESTROOMO In J F_ INTERIOR ELEVATIONS _ W � z �-- a SCALE:3/8" = 1'-0" W Q F— (D Z TOILET ACCESSORY SCHEDULE --' FURNISHED AND REMARK NOTES INSTALLED BY MARK DESCRIPTION GENERAL 1 SEMI-RECESSED TRASH CONTAINER CONTRACTOR GENERAL O2 STAINLESS STEEL GRAB BAR (42" L. AT SIDE WALL AND 36" L. AT BACK WALL) CONTRACTO1.R _._m..-.._. _ __. ........... 3 TOILET PAPER HOLDER OWNER (BY OTHERS) PARTITION DOORS OWNER (BY OTHERS) _ DAT TOILET a COAT HOOK LOCATE � t OWNER (BY OTHERS) TOILET PARTITION T © NOT USED ... _.._................._.._.. ....._........ ... ............ ............. ........... ....... ............... ........ ........... ... .......................... . OWNER (BY OTHER 7 URINAL SCREEN O __ . .. __, PROJECT NO. 14 _ GENERAL 14038 O8 RECESSED MOUNTED HORIZONTAL WALL BABY CHANGING STATION CONTRACTOR ISSUE DATE : ....................._..._...._........._......._.._._ _ _..... _....... ... ..... ............... ......_.. 2016 .... . .......... ............. .. ........ . GENERAL CONTRACTOR ' REVISIONS O TRASH RECEPTACLE UNIT 36" _.._. _ 42" @ GENERAL ADJ.WALL --"��---- SEMI-RECESSED AUTOMATED TOUCH FREE PAPER TOWEL DISPENSER CONTRACTOR 10 _.._.. ._.._.__... ... - 0 1' 0" ' .............._.................................... ..... i PLUMBING SUB. 11 UNDERSINK PROTECTIVE PIPING COVER 0 _ W _ GENERAL oo a = W O o 12 FULL LENGTH MIRROR CONTRACTOR o = `' N N O O .. .. ..... ....... _ _ , OWNER (BY OTHERS) a M z O 13 WALL MOUNTED SOAP DISPENSER `�' �` �" - DRAWN BY: OWNER (BY OTHERS) RECESSED WALL HI-LO RD STAINLESS STEEL STEP STOOL TOUCH FREE WALL PAPER TOWEL PAPER TOWEL 14 S S.S. GRAB TOILET PAPER HC. ACCESSIBLE LAVATORY PAPER TOWEL MOUNTED DISPENSER WASTE RECEPTACLE MOUNTED BABY DRINKING INFORMATION AND TOILET AND BATH ACCESSORIES BARS HOLDER AND DISPENSER SOAP AND WASTE CHANGING STATION FOUNTAIN GENERAL NOTE 1: REFER TO INTERIOR DESIGN DRAWINGS FOR ADDITIONAL INTERIOR WALL FINISH fNFOR DISPENSERS DISPENSER RECEPTACLE MANUFACTURER AND MODEL NUMBERS. AND ATTACH ALL TOILET ACCESSORY COMPONENTS. MOUNTING H IN METAL STUD FRAMING AS REQUIRED TO SECURE ACCESSORIES AND FIXTURE GENERAL NOTE 2: PROVIDE SUPPORT BLOCKING TOILET AND BATHROOM - Alm5m2 RAL NOTE 3: ALL TOILET AND BATH ACCESSORIES MOUNTING HEIGHTS TO COMPLY WITH ADA REQUIREMENT SCALE: 3/8" - l'-0" �/r GENE �� GENERAL NOTE 4: MIRRORS AND STAINLESS STEEL BACK PLATES PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. 0 PERMIT DRAWING 31'-11 1/2" 321-0#1 8" 25'-8 1/2" 3'-6" 2'-9" 7'-1 3/4" T-6" 20'-8 1/4" SEE NOTE 2 cn SEE NOTE 2 O cod� r N c U O Lo CD COOLER N0, 1 Q N N N 00 N ALK-INco TOP OF CEILING PANEL >% o _ F EEZER 10'-8 1/2"A.F.F COOLER NO. 2 o'f8„ N @ � cn - p L TO OF CEILING a TOP OF CEILING ANE co w■! @ 10'-8 1/2"A.F.F PANEL @ 9'-0"All F 9 518„ L com M cu W � co m r - o M N O co ' o 00 Ncc O tf) O L? co ti N _ co co CD N �i A X 0 cu 3 A-5.3 d- i � CN O B A-5.3 L 9 3/8" 5'-2 1/4" 1'-2 1/4" l'-2 1/4" 5'-2 1/4" 9 3/8" .1 101 31-111 7'-1 3/4" 7'-1 3/4" T-1 3/8" 31'-11 1/2" 32'-0" Z Q J COOLER WALK=IN FREEZER DIMENSIONS m SCALE: 1/4 - l'-O" NOTE 1: WALL AND SILL PANEL AT COOLER DOOR SECTION ARE SEGMENTED. c wO C Q J NOTE 2: SLIDING COOLER DOOR AS MANUFACTURED BY FRANK DOOR W W L- W COMPANY(888-833-3667). W W °m Q OC E— U m LL Lu Z ■ < � TOP OF FREEZER w/ ALJ � a �i Q J t / Xh `' UNDERSIDE OF FREEZER AND COOLER TOP PANEL W Q F- `� ' u J C� Q 'x' > o 5" FREEZER WALL ' 3-1/2"COOLER WALL M AND CEILING PANELS AND CEILING PANELS x'' O O f� W 0 W e'�r O u- O = O 5 U Q U Z - W = W - �•� O tom- I-- ti N t'� ., ••` �,,' .=ti 0) 00Q ° FREEZER °O ° ip . Q p FREEZER DOORS COOLER DOORS COOLER o 0 00 O 00 Lu J PROJECT NO. O °o ov o° 14038 � U = ISSUE DATE : Q Q OCT. 26, 2016 REVISIONS : C0 L Z z z > w > w 0 5" FREEZER FLOOR p O PANEL RECESSED IN SLAB FLOOR SLAB FLOOR SLAB ; ., DRAWN BY: � X ; � � x";u �r' �'fix' ;� x ., RDB JKS rAN\NSECTl0N WALKmIN FREEZER— SECTION COOLER— Alm5m3 A�5.3SCALE.3/4 - l'-O" �5.3SCALE:3/4 - l'-O" PERMIT DRAWING i i 1/2" M. R. GWB ADHESIVELY ,- `~ , APPLIED TO FACE ON COOLER WALL PANELS ( REFER INTERIOR ' DESIGN DRAWINGS FOR FINISHES WALK-IN FREEZER F.R.P. BOARD WHERE ( F.R.P. BOARD WHERE , C H I T E C 13 .._. OCCURS-SEE FLOOR OCCURS SEE FLOOR WALL PANELS PLAN FOR EXTENT I I PLAN FOR EXTENT COOLER WALL PANELS _ A 11 'x/ ,K,� x II c1�/2"GWB EACH SID E1/2" M. R. GWB N 3-5/8" METAL -5/8" METAL STUDS x;' ' STUD FRAMING 16" O.C. (FULLHEIGHT OF COOLER PANELS) � ADHESIVELY APPLIED S.S CORNER GUARD � oNL- MCu 16 GA STAINLESS STEEL NdrnHo CORNER GUARD FROM U- TOP OF BASE TO 8'-0"A.F.F. 6 x 6" STEEL COLUMN 6 x 6" STEEL COLUMN AT SINGLE CORNER cu COATED - SEE (POWDER COATED - SEE CONDITION Lm cuW INTERIOR DESIGN DESIGN 1/2" M. R. GWB EACH SIDE OF DRAWINGS) DRAWINGS) 0 .. 3-5/8" METAL STUD FRAMING 16" `uO.C. (42" HIGH LOW PARTITION) cN O STEEL COLUMN WOOD TRELLIS STEEL COLUMN WOD TRELLIS WALL CORNER GUARD DETAIL '-0 ? .4 A . SCALE:31SCALE:3 _ SCALE:3 _ 1 _0. o �z I co 04 d CD EQUIPMENT YARD Luco 3 1-4. ---------------- r 1-7. ❑ ' ( I ❑ - LLI 0CV ,, `- -5. ,�•.•.f.� EL C. P NELS ---T TELE. 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GWBSPECIALTIES, MODEL SCR-40N) ,s ir Ilk ----------------------- --------------------------- ---------------- --------Z — ----- X, PROJEC NO.1 L L J L L__1 ........ _.... ... r;.......... _... ..... ......... 14038 - ----------- --------- --------- — r---------r —i------ ISSUE DATE : OCT. 26, 2016 3 i I I I I I 2 REVISIONS : -5 STEELCOLUMNS AND DgCORATIVE W06D iRELLIS II II co BEAMS - F�EFtR TO INTEF�100 DESIGN DFkAVVINGS 00 1/2" GWB EACH SIDE OF CD 3-518" METAL STUD FIIN1$H PREP ' I FRAMING (42" HIGH) DRAWN BY: ` g _ -------- - - --------- IIIIi IIIII IIIII IIIII IIIII IIIII IIIII 1--T m_2 RDB - JKS L_J L_J L_J L_J L_J L_J L_J �� 4 ENLARGED PLAN PREPARATION AREA- Alm5m �AI-5.4j SCALE:3/811 1�-011 PERMIT DRAWING ' I. - EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE ' 11111 a UTILITY CONNECTIONS RESPONSIBILITY UTILITY CONNECTIONS RESPONSIBILITY w w � WATER WATER U W U O W U O 2 D_ z Z J J 2 0- Q Z � j EQUIPMENT ITEM MODEL ,� SEWER POWER FURNISH INSTALL NOTES j EQUIPMENT ITEM MODEL Z ,i SEWER POWER FURNISH INSTALL NOTES o N CION OSERVICE COUNTER SCODON SCODON CUSTOM - - - NOTE OWNER OWNER SEE ELECTRICAL 42 A SOFT SERVE CONDIMENTS UNIT SCODON TBD _ _ _ NOTE OWNER OWNER SEE ELECTRICAL co ._.__ ___._ ._ ___ _ _ _ _._._.__,_-_._______.____ _.____.___-_. .......... _._._._.__ ._._.._.____ _. __ _..__._._______._.. ______ _ ._.________.__ __ ..__._.._ ..___-___.._ __.... .._____.__.__.._.____.___.___. ._.._.___.....________ _ _ _____.__ __.. _._ __________ __ _ _____ �____ _._ - E __._ `0 0 CARL 5-STAR M TBD _ _ _ FILTER AND HEAD — c� 3 YES ES OWNER CONTRACTOR R _ _ _ OWNER REVERSE OSMOSIS SYSTEM OWNER CONT C O OZ RETAILIX AND SCANNERS REGISTER 110V a 45 A � - �...._m__� ..._..__._ -... .-..__.........__. __ }. U 3 LOTTO GAME TICKET BOARD SCODON SCODON CUSTOM _ _ _ _ OWNER CONTRACTOR 45 B REVERSE OSMOSIS SYSTEM TANK 5-STAR 3M TBD YES _ _ - OWNER CONTRACTOR Cc 00ai CROWNLm O cu C723 VALIDATOR SAFE TBD TIDEL SERIES 4 _ _ _ NOTE OWNER OWNER SEE ELECTRICAL 46 SOFT SERVE DISPENSER TAYLOR TAYLOR _ - - OWNER OWNER m -0C723 ADA _ _------,.__ ._ PRODUCTS PRODUCTS > 5 COMPUTER PETROLEUM TBD TBD _ _ - 110V OWNER OWNER 47 SOFT SERVE CUP DISPENSERS C-YOBE 16 OZ. OWNER CONTRACTOR o � , GATE _ ___ __ _ _ _ _ ____ __._. __-. -_ __._. __._._._.___..-_... __-_.._____ __.__._.____._._.._.__-_..____.__�_ _.__.____..�_-.....__. PLASTIC& PLASTIC& � OFLOOR SAFE PETROLEUM TBD TBD _ _ _ _ OWNER OWNER 513 REFRIGERATOR-2 DOOR 5-STAR MASTER-BILT MNR522/OR - - - NOTE OWNER CONTRACTOR REMOTE CONDENSER UNIT(PROTOAIRE) � i MOOD MOOD TBD OWNER OWNER 51 HOT DOG ROLLER GRILLE FORTIER STAR MFG. 50 SCE _ _ _ NOTE OWNER OWNER SEE ELECTRICAL � o N O MUSIC SYSTEM O LOCATED ON FOOD BAR ch � ................. ...........I........... ................. ..........-,........................................................................................ .................... .............. ....... .......------- ................. ........... E N ti (DA COUNT COUNTER AND SHELF SCODON SCODON CUSTOM - - - - OWNER OWNER 52 A S. S.WORK TABLE(30"x 48") 5-STAR EAGLE TBD _ _ _ _ OWNER OWNER CASTERS AND BRAKES CD N O$ B MANAGER'S SALES DESK SCODON SCODON CUSTOM - - - - OWNER OWNER GATE 24"D. x 48"W.x 86"H cf3 � 54 A METAL SHELVES(24"x 48") PETROLEUM METRO - - - - - OWNER OWNER SEE COMPONENT LIST BELOW O � rn C MANAGER'S SALES STORAGE SCODON SCODON CUSTOM OWNER OWNER C OWNER OWNER METAL SHELVES(24"x 48"x 15'-0") GATE 24"D.x 48"W.x 74"H. � o � O$ - - - - 54 METRO - - - - WITH BOTTOM TRACK PETROLEUM SEE COMPONENT LIST BELOW c/) COFFEE BAR SCODON SCODON CUSTOM _ _ _ NOTE OWNER OWNER SEE ELECTRICAL 5$ GONDOLA PACKAGE SHOPCO SHOPCO OWNER - OWNER OWNER � _ _ __ __ _ ___ _ _ - __ _. ___ o 9 B COFFEE PREP BAR SCODON SCODON CUSTOM _ _ _ _ OWNER OWNER PASTRY ASTRY CASE 5 IM-4-15-BV 10 ............ .......................L............... ........... .......... ............. ........... ............ .................... .......... -STAR HUSSM......................... ............................................AN -....................................................................-............... ............................... - -............................... 1.......V: 15 A............................... OWNER OWN.....................---------ER ....... ........... � Q � .......... .................................................. ............. .................................................................................... ....................... ............I........... ............................................................................... .......... - oCN DUAL TF DBC TBD TBD OWNER o SEE ELECTRICAL COUNTER O OWNER STAINLESS STEEL COUN E M q��ACOFFEE MAKER BUNN BONN _ YES _ NOTE OWNER 6O CUSTO OWNER 34600.005 rn _._._.. .. ......... ....... ................ ... .... _... ..._.. . .. .... .... ...... W...._ ... ... .................._.... ....._ ......... ............. ............ .... ........ __.._._..............._............... ....... ...................... _..._.............. .... ........... . ........................ _...._.. ........ _......__......_.-.._. _.._.W.__.W_._.._..._.__..... ._........_..__.,._..._._.._..__..._.........._ _.__._._ ._..._.._.__._..w._..._......_........_. __. ._.....�...-_..._..............._...__ W.... ...� _.._.__.._....._.._...__............_.._. _ _ _.___ .._. _.._ ____ ___ GATE PROVIDE BLOCKING IN WALL- INSTALL iy) o 1 Q B COFFEE DECANTER BUNN BUNN TBD - - - - OWNER OWNER BA METRO GRID WALL PETROLEUM METRO - - - - - OWNER OWNER SHELVES @ 6-6"A.F.f UJI __..------ _--- _-._.._.._.____ ._ ___ ____ _.___._. BLOCKING IN WALL-INSTALL 11 ICE TEA BREWER&DISPENSER BUNN BUNN TBD - YES - - OWNER OWNER 61 METRO - - - OWNER OWNER PROVIDE ID E OC PETROLEUM SHELVES @ 6-6"A.F.F PLASTIC& PLASTIC& _ _ _ _ WOMEN'S SINK COUNTER OWNER 12 A COFFEE CUP SLEEVES-3 CUP UNIT C 824 OWNER OWNER 62 A SCODON SCODON CUSTOM OWNER PRODUCTS PRODUCTS (SOLID SURFACE) PLASTIC& PLASTIC& _ _ _ _ MEN'S SINK COUNTER 12 B COFFEE CUP SLEEVES-4 CUP UNIT C-832 OWNER OWNER 62 B SCODON SCODON CUSTOM OWNER OWNER PRODUCTS PRODUCTS (SOLID SURFACE) _....._. ....... ........ ........... ............. _.. _.._.. ......__ ___ ___ _._ _ __ __ _ _._ __ ___. _ ___. __ _. .. ................ _. _..........__.._._......._....___..._....._. _ __ _......................................... .. .... _ _........___._.....................EXTINGUISHER_ -._.... .......................... .. ............................................................. _..____._._........ ............. _................�_._ ........_.............._. __._._.._...__...__....._. ..._...._...__..m_._.._.____ __.._____._________._._...._....._.... __..�_.__�..___......_......__...._.._. _.....__..�.._.._.__.._._........._..........._..._..._... .�.._.._..._____.._............_....._..�...."._.__.__._..._.....__.m.____.._..__._.._...._...___... 3A 40 B:C FIRE LARSEN 13 A WOMEN'S TOILET PARTITION SCODON SCODON CUSTOM OWNER OWNER 63 CONTRACTOR L SE COSMIC 5E _ _ _ - CONTRACTOR CONTRACTOR SEE EQUIPMENT PLAN FOR LOCATIONS O ON BRACKET OR EQUI 11AL „ „ 80 ... FIRE EXTINGUISHER IN ALUM. LARSEN COSMIC 10E SUPPORT POSTS FROM TS 3 SQ.x 3 H.WITH 6 SQ. 13 B MEN'S TOILET PARTITION SCODON SCODON CUSTOM OWNER OWNER 64 CABINET AND SUPPORT POST CONTRACTOR OR EQUAL AL2409-SM - - NOTE CONTRACTOR CONTRACTOR BASE PLATE AND EXP. BOLTS. (PAINT BLACK O B FLAVORED COFFEE-5 HEAD BUNN BUNN {MIX-5S YES NOTE OWNER OWNER SEE ELECTRICAL 3A-40 B:C FIRE EXTINGUISHER IN CONTRACTOR LARSEN COSMIC 5E _ _ _ SEE EQUIPMENT PLAN FOR LOCATIONS 38100.033 64 A � 14 _ - ALUM. SEMI RECESSED CABINET OR EQUAL AL2409 SR CONTRACTOR CONTRACTOR 15 MICROWAVE PETRO EUGATE M PANASONIC NE-1022 FAPH - - - NOTE OWNER OWNER SEE ELECTRICAL 67 CHILI-CHEESE PE RO EUM GATE GEHL'S TDB - - - NOTE VENDOR OWNER SEE ELECTRICAL _ .............................. ....................1- .......... ......_.......... _ __ _ ___ ..... _. ..._.. ._ ........................... .............. .. . ............................... .... ._._._._... ._....._..._.._______.._.._........................... ... . .... ..._... ......................... ............. ............................. ..... .._...._............ _...m _.._.__...... _ ------- _._._....._........_._m _.._-._-._....._....._...._.._....__...... _......... . ....... _..._ ui FOUNTAIN BASE CABINETS - 5-STAR - - - - _ PAN OLSTON TDB OWNER OWNER q�A SCODON SCODON CUSTOM - OWNER OWNER 6$ CIGARETTE UNIT FIXED WITH SOLID SURFACE TOP ....................... ................................ __... __ ___ _.._. _....__................ ........... . ........- _.......__.. ... ............................ ..R _............. _......_.__._..._......_..... - -------W-..._.-_.__..._._.__........... ..........................._............................ _........ .........__..._.._._ ...�.W....... __ . .... _. 16 B FOUNTAIN PREP. BASE CABINETS SCODON SCODON CUSTOM - - - - OWNER OWNER 69 UNDER COUNTER ICE MACHINE 5-STAR MANITOWOC QM-30 - - - NOTE OWNER OWNER SEE ELECTRICAL m Q WITH SOLID SURFACE TOP 16 C SOLID SURFACE TOP SCODON SCODON CUSTOM - i _ - - OWNER OWNER 70 PREP COUNTER-REFRIGERATOR 5-STAR TRUE TUC-48 - - NOTE OWNER OWNER SEE ELECTRICAL W �Q O _. ._____. __._-___._-_.__._.__.___.__._W_.______._ _.____.____ ______.__________.__- _._ __._._..__._ _ _______._ _._.__ __-_. .________. __W______._._ _ .. __ W____.__..____µ_. _ _._.____.___ _. __ __ _ _ BASE CABINETS i 5-STAR i5 _ _ _ NOTE OWNER OWNER SEE ELECTRICAL Il 16 D WITH SOLID SURFACE TOP SCODON SCODON CUSTOM I OWNER OWNER 71 RAPID COOK OVEN TURBO CHEF mm _ � _ W FS-30 iMIX-14 17 A BEVERAGE DISPENSER TBD LANCER - YES - NOTE OWNER OWNER SEE ELECTRICAL 72 FLAVORED COFFEE(14 HEAD) BONN BUNN 43800.0102 - YES - NOTE OWNER OWNER SEE ELECTRICAL J 0 _ NUGGET 1$ A ICE MAKER DISPENSER 5-STAR HOSHIZAKI FD-1001 R�C1 - YES - NOTE OWNER CONTRACTOR SEE ELECTRICAL 79 ICE MAKER(COFFEE) 5-STAR SCOTSMAN HID312A-1 NOTE OWNER OWNER SEE ELECTRICAL � � m W _...._.. _... _....._._ _......... W_.,.__._............................_.......... _................... _.....__.._..._.. ____..._.._.._...W_ _.._............ _..._.__.........__......_._...._.....___ _.._.__..__._..........__.........._..._.. W ._._...__...._.__.__....-__ _.........._......._.._..._...__ _. _. _. _ q�A B- I-B RACK-FOUNTAIN TBD LANCER 85-1803-2406 _ _ _ - OWNER OWNER WITH PUMP $O FOOD WARMER 5-STAR HATCO HXMS-36D NOTE OWNER OWNER SEE ELECTRICAL � W I— .- . . ._ _. __._ ._.____.___W_ .__,._.-_.______._. _____.__._..__._.___.__.____._._ _. ___.___________._ _... - ....--- _..-._�.._..�... __ _.___._.__.__.__.._......_. __-_._._..�_...__._ ___ _ .._____ _ ___.__ __ __-__.�_� __ Z q�B B-►-B RACK-FOUNTAIN TBD LANCER 85-1803-2306 _ OWNER OWNER WITHOUT PUMP 81 A OPEN AIR DISPLAY CASE 5-STAR HUSSMAN IM-05-110 R - NOTE OWNER CONTRACTOR SEE ELECTRICAL � J ZZ_ _ _ TBD McCANN MC-163172 YES 115V OWNER OWNER WALL MOUNT @ 7'-0"A.F.F. $2 A FANS(FRONT DOORS) GATE MARS LPV248 NOTE OWNER OWNER SEE ELECTRICAL � Q J 2O WATER BOOSTER - - O PETROLEUM 1 UA TS Q f- 21 CO2 TANK TBD TBD TBD _ _ _ - VENDOR VENDOR $2 B FANS(RECEIVING AREA DOOR) PE TR EUM MARS NOTE OWNER OWNER SEE ELECTRICAL PLASTIC& PLASTIC& - - - OWNER SEE ELECTRICAL f REAL f REAL FRLB 4 OWNER O 22 FOUNTAIN CUP DISPENSER-4 CUP PRODUCTS PRODUCTS C-832 - - - - OWNER OWNER $3 MILK SHAKE BLENDER YES NOTE W 0 ............................_............................................_.. ....... ..... . ..... ... _ __ ....... ...... . . .... ..._.... _..._.._.._. .......... .................... .......... ... ... ... ... ....... _... ... _..............._ .. ..................... _....... _..... _._.. _.. _..-.._.W._...�_._. __..__........._...._._._.___._-__._.__ .__ ......_...._._.__....____� _ . . __.._..._................W .._._..._........_.._..._........._...... 23 ICEE CUPS DISPENSER-4 CUP PLASTIC& PLASTIC& C-832 OWNER OWNER $4 CONDIMENT RACK GATE TBD TBD - - - - OWNER OWNER PRODUCTS PRODUCTS - - - - PETROLEUM 24 ICEE DISPENSER-4 HEAD TBD FROZEN BEV. FDB 564 - YES - - OWNER OWNER 84 A HOT FOOD BASES SCODON SCODON CUSTOM - - - - OWNER OWNER DISPENSERS WITH SOLID SURFACE TOP 25 WESTERN UNION SCODON SCODON CUSTOM YOBE BASE CABINETS O - - - - OWNER OWNER $4 B SCODON SCODON CUSTOM - - - - OWNER OWNER WITH SOLID SURFACE TOP - 26 MEAT SNACK WALL SHOPCO SHOPCO TBD O BASE CABINETS WITH SOLID OWNER OWNER $4 C SCODON SCODON CUSTOM - - - - OWNER OWNER SOLID SURFACE TOP OMILKSHAKE FREEZER 11-CSCE TBD APW WYOTT HDD- 1 - - - NOTE OWNER CONTRACTOR SEE ELECTRICAL 29 f REAL MINUS-40 - - - NOTE OWNER OWNER SEE ELECTRICAL 85 A BUN WARMER BLENDING BAR AND HEADER X1-FR SINGLE DRAWER UNIT O 101B 110V OWNER CONTRACTOR DOORS TO HAVE LOCKS AND LED LIGHTS $6 TAMALES UNIT WARMER GATE NEMCO 6100A - - - NOTE VENDOR OWNER SEE ELECTRICAL ,< p,•"'°e°.� _ 34 A COOLER DOORS&SHELVES 5-STAR ANTHONY MED. TEMP - - - PETROLEUM • � `.any �f1♦ •f',,��: 34 B FREEZER DOORS&SHELVES 5-STAR ANTHONY 101 B O GATE � ���•1 � •,��' � LOW TEMP - - - 110V OWNER CONTRACTOR 87 BOILED PEANUT UNIT WARMER PETROLEUM NEMCO 6100A - - - NOTE VENDOR OWNER SEE ELECTRICAL �, 35 A COOLER NO. 1 + FREEZER 5-STAR HUSSMAN CUSTOM - - - - OWNER CONTRACTOR 91 ROLLING VAULT DOOR(COOLER) 5-STAR FRANK DOORS - - - - OWNER CONTRACTOR �;:,ay 35 B COOLER N0.2 5-STAR HUSSMAN CUSTOM _ _ _ - OWNER CONTRACTOR 92 STEP-UP STOOL(UNDER LAV.) GATE GOOD EARTH SHW-SS-800 - - - - OWNER OWNER , PETROLEUM � , �,-, _ �� TBD BY 36 A COOLER EVAPORATOR 5-STAR HUSSMAN SUPPLIER - - YES NOTE OWNER CONTRACTOR SEE REFRIGERATION AND ELECTRICAL DRAWINGS � �•�,,, ��, TBD BY 36 C FREEZER EVAPORATOR 5-STAR HUSSMAN SUPPLIER - - YES NOTE OWNER CONTRACTOR SEE REFRIGERATION AND ELECTRICAL DRAWINGS 41 REFRIGERATION RACK SYSTEM 5-STAR HUSSMAN PROTOAiRE _ _ _ NOTE OWNER CONTRACTOR SEE REFRIGERATION AND ELECTRICAL DRAWINGS PROJECT NO. 14038 ISSUE DATE : OCT. 26, 2016 SHELVING COMPONENT LIST REVISIONS : 54 A 4 86"HIGH POSTS WITH CASTERS(NO BRAKES) 54 D 4 74"HIGH POSTS WITH CASTERS(NO BRAKES) 1 NON-ADJUSTABLE SHELF 1 NON-ADJUSTABLE SHELF 3 ADJUSTABLE SHELVES 4 ADJUSTABLE SHELVES 1 SOLID BOTTOM SHELF 1 SOLID BOTTOM SHELF 4 IN-LAY PANELS 5 IN-LAY PANELS - WIRE ENCLOSURE PANELS(SIDES AND BACK) 54 B 4 74"HIGH POSTS WITH CASTERS(NO BRAKES) 1 NON-ADJUSTABLE SHELF 54 E 4 86"HIGH POSTS WITH CASTERS(NO BRAKES) 4 ADJUSTABLE SHELVES 1 NON-ADJUSTABLE SHELF 1 SOLID BOTTOM SHELF 4 ADJUSTABLE SHELVES DRAWN BY: 5 IN-LAY PANELS 1 SOLID BOTTOM SHELF - WIRE ENCLOSURE PANELS(EACH SIDE AND BACK) 5 IN-LAY PANELS RDB - JKS - WIRE ENCLOSURE PANELS(SIDES AND BACK) 54 C 4 74"HIGH POSTS 1 NON-ADJUSTABLE SHELF 4 ADJUSTABLE SHELVES 1 SOLID BOTTOM SHELF 5 IN-LAY PANELS - WIRE ENCLOSURE PANELS(EACH SIDE AND BACK) Alm6ml CO PERMIT DRAWING " STOREFRONT FRAME ROOM FINISH SCHEDULE 1/2" GYPSUM WALLBOARD BEYOND — EACH SIDE OF 3-5/8"METAL WALLS CEILINGS STUD FRAMING 16"O.C. ALUMINUM SLIDINGj t STOREFRONT DOOR — ALUMINUM THRESHOLD NORTH EAST SOUTH WEST y. SET IN MASTIC WALL 1/ THICKNESS 112" DOUBLE FLOOR FINISH METAL STUDS CONTINUOUS CAULKING EXTERIOR CONCRETE AS SCHEDULED Q Q Q Q TYPICAL EACH SIDE SIDEWALK af _ _ _ _ O w = W w � w N w � w � w � c7 — a a ROOM NAME m Q z Q i? < z < z < z = REMARKS HOLLOW METAL i 5 G a a G G vLL LL LL FRAME cv � ° ° ° ° GLASS PAINT EXP. MTL. VARIES DYE STAINED G a a RETAIL AREA VINYL GWB PAINT GWB PAINT GWB PAINT PAINT ± 15'-8" NOTE 1, 2, 8,10,11,12 V o a a ° G v a CONCRETE GWB GWB DECK-ACT-1 ° ° a a a EXPANSION JQIreT+ .......... .. ..__ _______ __.-_______.____.__._.__._.___. _.�._.___ _____._... N MOSAIC MOSAIC PAINT GWB PAINT GWB PAINT GWB PAINT 1 NOTE 5, 7, 9 N � a MATER14L a EQUIP. CHASE NO. 1 EPDXY COATING EPDXY COATING GWB GWB FRP GWB FRP GWB FRP G�/g ACT-2 - 9-0 Q M ° a ° 4 G v _ _._ __. _ _ _._._ ° cu DYE STAINED E METAL JAMB ANCHORS —�— a a ° ° ° G G ° VESTIBULE NO. 1 CONCRETE VINYL GWB PAINT GWB PAINT GWB PAINT G ASS GWB GWB PAINT 10'-8" NOTE 2, 6, 12 0 0 a _.W....................._.....W.._..__........-............ _..........._....__......__.... .� W._......._......._.......-_____.-.W_._......._.. _...__ ._._..._......... .._........-__... ..__.. W................._. . _._...._......_.._.. _W.._...._..__ _....._...._-....._�. -_w_............._........_..._.. — DOOR AS SCHEDULED (3 PER JAMB) _.. .. _ ° G ° ° MOSAIC PAINT PAINT PAINT PAINT u- `" a v 8 MEN TILE GWB-TILE GWB-TILE GWB-TILE GWB-TILE GWB PAINT 9'-0" NOTE 2 c a EPDXY COATING GWB GWB GWB GWB ...........................-....._._........................_.___....... _. .....v.....-................................_ _ W_. V.............._.. _ -....__....._......_.._ ......_....................__.�..._.�..____..._.............._... �......__-.V...................._._. __W_.._.........._._._. W.._....._.............._... ._.__... �......._ c.� UTILITY MOSAIC MOSAIC GWB PAINT - _ GWB PAINT _ _ EXPOSED _ ± 14'-8° NOTE 5, 9 m cc 0 EPDXY COATING EPDXY COATING METAL GWB MTL. DECK 0 ca COOLER NO. 1 CONCRETE - METAL - METAL - METAL - METAL - METAL - 8'-8" NOTE 3 > CD 5STOREFRONTDOOR THRESH0LD DETAIL _ . _ _______ m__m_ __ _ ______ _ _ � __. _. m_ __-__ Tmm__ _ m _ ____- __ _ ___ __ _m___ _.___m_ __ ___ �_ ___-.___.m__�_INTERIOR DOOR JAMB DETAIL ...._ _ ____ ......................... .........__ __ ............... ............. ...._........... _ TA - METAL - METAL - METAL - METAL - METAL - 8'-8" NOTE 4 AI-6.2 cf) SCALE. 3 = 11-011HEAD SIMILAR A�62SCALE. 3 - 1 -0 WALK-IN FREEZER METAL _ � MOSAIC MOSAICNOTE 5, 9 cfl PREP SUPPORT GWB TILE METAL FRP GWB FRP GWB FRP ACT-2 - 81-10" EPDXY COATING EPDXY COATING _ _ _ __ __ _, _ co � I. FINISH PREP EPDXYCOATINGVINYL - - - GWB PAINT GWB PAINT GWB PAINT _ NOTE 2, 13 0 1.. __. _.__.-_ .._..______._ ___.. __________._ _.._._______ _ _ _ L N _. P �r T' STUCCO (E.I.F.S.) FINISH _ .... .........._ W _._._.. . ___.___-__._._.__.__-_._-._ MOSAIC MOSAIC _ _ EXPOSED _ cn RECEIVING AREA GWB PAINT GWB PAINT METAL - + 141-811 NOTE 9 0 SYSTEM OVER EXTERIOR EPDXY COATING EPDXY COATING _ _ MTL�DECK _ rn 1/2" GWB FASTENED WALL PANELS MOSAIC MOSAICcu �� y G, DATA SECURITY ROOM GWB PAINT GWB PAINT GWB PAINT GWB PAINT GWB PAINT W .._. ........-_ _. U) TO EXTERIOR WALL PANEL 8' 6" NOTE 9 EPDXY COATING EPDXY COATING ___._...._.._-._W...__..._..._.._................ _ , M TAL THRE H LD _............... E S O _ WITH WEATHER SEAL _ _ _ CONCRETE METAL METAL METAL METAL METAL 8'-8" NOTE 3 C P.T. 2 x 4 WOOD BLOCKING k, COOLER NO. 2 - - - - SET THRESHOLD IN DOOR AS SCHEDULED _ 0 ........................_. ..... W_...._........................._..___...._____._ _........... _.. ...............__-............_......_ _..._ .. _. AROUND DOOR OPENING ' I_. CONTINUOUS SEALANT BED _.._._...... TILE B PAINT PAINT PAINT PAINT 9' 0„ Q MOSAIC WB TILE GWB PAINT - NOTE 2 i, AND SECURED TO WALL WOMEN GW -TILE GWB TILE GWB TILE G N CONTINUOUS CAULK ��� EPDXY COATING GWB GWB GWB __..GWB...__._ _ _....._...�......._........__ �' .................__ . ._.........................................-......... ................ _... ................. PANEL TRACK .. . .� _... ............ ................................_ _....__...................................................___.._. _._.......__.........� ..-....... .. <"� �t x; DOOR BOTTOM RAIN VESTIBULE NO. 2 DYE STAINED VINYL GWB PAINT - GWB PAINT GWB PAINT GWB PAINT 10'-8" NOTE 6, 12 o > ,1:4 r� PROTECTION WHERE CONCRETE _..._...m.m... ._..__............. _ _.._._.. _._... _.__ _ _ ..-.......-....... _ .. _ _m_ .. ............._—.__...__ coo 0 .........................._.___...._...._....._.._._ _.._..._..._m.__ — X .................. .............................................-....... . .....-........................................_......... -_ _......................_ _.... M N / _.... SCHEDULED MOSAIC MOSAIC PAINT GWB PAINT GWB PAINT GWB PAINT EXPOSED ± 14'-8" NOTE 5, 9 ~ FLOOR FINISH EQUIP. CHASE NO. 2 EPDXY COATING EPDXY COATING GWB GWB FRP GWB FRP GWB FRP GWB MTL. DECK SEALANT AROUND = -----SCHEDULED _________ ___ ___________ _.__.__._. EXPOSED SCHEDULED PROTECTION J NOTE 12 a ° -------____ ____ ._...__ _T _._.___.-._._.___ __-_..__._..___..__. .T__.-._._ G ° a a a a ° CONCRETE SLAB, _.__._._....,_._. .W..___. A'/ CONCRET SLAB, v v ° v ° StE STRUCTURAL W __.. _ _.__._. _---------------- do WEATHERSTRIPPINGDOOR AS SCHEDULED SEE STRU �URAt �4, a d 'x a >C x REMARK NOTES: NOTE 1: PAINT EXPOSED METAL ROOF DECK, BAR JOISTS, ETC. NOTE 8: ACT-1: FINE- FISSURED ACOUSTICAL CEILING PANELS- LOCATED AT SALES COUNTER. EXPANSION JOINT NOTE 2: REFER TO INTERIOR DESIGN PACKAGE FOR CERAMIC TILE TYPES ON WALLS. NOTE 9: EXTEND MOSAIC EPDXY COATING UP WALL SURFACE 6". MATERIAL NOTE 10: ALL GWB SOFFITS TO BE PAINTED. 5 3/4" NOTE 3: APPLY CLEAR SEALER TO CONCRETE FLOOR SURFACE. NOTE 11: RUBBER FLOOR FINISH TO BE INSTALLED AT RAISED PLATFORM AND RAMPS AT SALES NOTE 4: WALK-IN FREEZER TO HAVE INSULATED METAL FLOOR PANEL. � COUNTER. REFER TO SPECIFICATION SECTION 09310 FOR PRODUCT INFORMATION. Q 2 EXTERIOR DOOR HEAD DETAILr`4� EXTERIOR DOORSILL DETAIL NOTE 5: 9'-0" HIGH FRP ON WALLS WHERE INDICATED. NOTE 12: DYE STAINED CONCRETE FLOOR TO BE POLISHED. m Q NOTE 6: REFER TO REFLECTED CEILING PLAN FOR HEIGHTS. W Q 0 J6.2SCALE: 3" = l'-O" NOTE: REFER TO EXTERIOR WALL PANEL AI-6.2 SCALE: 3" - 1'-0" MANUFACTURER'S FOR DOOR NOTE 7: ACT-2: VINYL FACED ACOUSTICAL CEILING PANELS. SEE REFLECTED CEILING PLAN. � � � QO REQUIREMENTS. Q W � Z � � _ r 0 O V 1..` 00 Q STUCCO (E.I.F.S.) FINISH � U m ' SYSTEM OVER EXTERIOR W ui 1/2"GWB FASTENED — y\ yow . I I�l - �l-1, 1 -,/ L%, WALL PANELS DOOR SCHEDULE � z — TO EXTERIOR WALL PANEL J F-- P.T. 2 x 4 WOOD BLOCKING W L— ZQ AROUND DOOR OPENING DOOR FRAME � Qac � �. AND SECURED TO WALL Q W (D CONTINUOUS CAULK PANEL TRACK V .... ... Cly DOOR FRAME AS c�i) z J SCHEDULED — �, O w O Q Q z � w Y � Q w w = � w p m j p p 00 DOOR Oz Ow OQ z Qa w _� m Q � SEALANT AROUND p OPENING SIZE p i-- p w p C� _ = O REMARKS 1D 7'-9"x 10'-8" - A ALUM. -GLASS - TEMP. 2 AI-4.3 5 AI-6.4 5 AI-6.2 - 1 BY-PASS SLIDING DOOR SYSTEM ,� r' WEATHERSTRIPPING DOOR AS SCHEDULED 2O 7'-9"x 10'-8" - A ALUM. -GLASS - TEMP. 2 AI-4.3 5 AI-6.4 5 AI-6.2 - 1 BY-PASS SLIDING DOOR SYSTEM ......................................._............-.......W........................._..._...._.........._..............................-.__......_............_...._.._......._................_.. .W�. ..........._.._ _ _ __ W_....__.. ..._._.-._.. _W.W_. _ _W_ .. _..__.........._.... _W.W_.._...................__._-----__--.................._ _.._...._......_._.-..� � �....._._..__. .___.._.... _.__� 5 3/4" O3 3'-0"x 7'-0" 1-3/4" B METAL PAINT - 1 ASM 1 AI-6.2 - - - 2 �•'''"�-'`•" r _................................._ ..._.................-..........................-.....-._......_ ..._..............__.-. ._................................_._.._..-._....__..._.. ........................................................_.............._.............................._ _......_................_..-....-_....... _........�...._.._._._._._................ _..mm�...� _._..... .........� _..._.._._.....m_m.� . _._._..._..._.___.� _ m� ._ _�.... _�_� _.._� _.-._..�._--.._ r W 4f; 4O 3'-0"x 8'-0" - C ALUM. -GLASS - TEMP. - - 3 AI-6.3 - - - 3 ..�r 1" .. O . --, SIM 3 p 5 3'-0"x 8'-0" 1-3/4" B METAL PAINT 1 - 1 AI-6.2 - - - 4 �� A, EXTERIOR DOOR JAMB DETAIL0 ------.____. AI-6.2 SCALE: 3"= V-0" NOTE: REFER TO EXTERIOR WALL PANEL w O 3'-0"x 6'-6" - - METAL - - - - - - - - - 5 NOTE 1,2 - MANUFACTURER'S FOR DOOR �^� • REQUIREMENTS. z -----------------------_____._.____._._� w O7 3'-6"x 6'-6" - - METAL - - - - - - - - - 5 NOTE 1,2, 3 z __. _ z O PR. 2'-6"x 7'-0" 3/4" E POLYMER - - - - - - - - - 6 NOTE 4 D00�: ELEVATIONS o ______ ______ ______________�_�__________ ____.._ -___. ____.____ _________.__________ ._ _ _ _ PROJECT NO. w gO 3'-6"x 6'-6" - - METAL - - - - - - - - - 5 NOTE 1,2, 3 14038 F- ...............................................................__..._......._..__._................................................................_....__............._._._ _.._.................................................................-.-.................._.....__­...........-._.._....................................................._.._......_........................-...__._...__..............................__......-............-.................._.........................._.__._._ _------........_.. _._._W_._._........... ............._..__........._. _ __.....__...._...__ W.�...W....._._.....-_._..-__.�-._...._..__.......-----------__..__._..W__..W...._................. _.� .. W..._..W........._.._ W._.W_.__-----_. ..............._._ � _.._....._.. _ .. a ,- „ ,_ „ „ AI-6.2 ISSUE DATE : C� 10 PR. 3 0 x 7'-0" 1-3/4 D METAL PAINT - 2 SIM 3 AI-6.2 4 AI-6.2 - 7 INSULATED DOOR OCT. 26, 2016 11 ..................................................................._....................._..._._..._................................................................................___ .....-._,..,....,........................,..__.........,........,............................................................,.._..,..........._-..................................................__........... ......_._....................._ __......,___"_-...,_.....,....... ..................._............... .......................-__.....-.....,.........-..-............_._.__._._...........,............................._.......__.._...__.........................._.___..._....._...._........ .....,,....-.....,......................................,.....,.............,. ......_..........._..__................... 7-9 AI-6.2 REVISIONS 11 3'-0"x 7'-0" 1-3/4" B METAL PAINT - 1 SIM 1 AI-6.2 - - - 8 ........................__._.......-......................._......_..-.....___.._._._..__....._...._....._.............................................._._........__._ m..�.._..._....._...................__... _..........-......................._._._.............................._.._........._...................................__._.........._............._........._..._._.........._.................................._.............._ 12 3'-0"x 7'-0" 1-3/4" B METAL PAINT - 1 ASI M2 1 AI-6.2 - - - 4 .•. ....................................................._...._..................................._......-..............................._................ _ _........................_..... _.........._.....-._.__._._._........_....._.........................m.._.__._......_.... . 13 3'-0"x 7'-0" 1-314" B METAL PAINT _ 1 AI-6.2 1 AI-6.2 - - - 2 1" INSULATED GLAZING UNIT N O SIM 00 DRAWN BY. �0 T i RDB - JKS GENERAL DOOR HARDWARE NOTE: ALL DOOR HARDWARE COMPONENTS SHALL BE IN COMPLIANCE WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF FLORIDA BUILDING CODE, 2014 EDITION CHAPTER 11, SECTION 11-4.13. FLUSH GLASS FLUSH FLUSH FLUSH FLUSH 00 N REMARK NOTES: NOTE 1: DOOR BY COOLER MANUFACTURER. NOTE 4: DOUBLE ACTING SWING TRAFFIC DOOR WITH VISION LITE EACH LEAF AS MANUFACTURED BY T T T I NOTE 2: PROVIDE VINYL TILE REDUCER STRIP LOCATED UNDER DOOR. ELIASON CORPORATION (800-828-3655); MODEL P-11 PLUS IMPACT TRAFFIC DOOR, NOTE 3: SLIDING COOLER DOOR MANUFACTURED BY FRANK DOOR COMPANY(888-833-3667). 1.0.# 3'-8" J* @ DOOR OPENING A Alm6m2 T=TEMPERED BY- PASS DOOR SYSTEM PERMIT DRAWING 5/8" GWB ON 6" METAL STUD ` I 't:f . ;f x CEILING FRAMING @ 16" O.C. ,. x ' ...................... 'V/ k/ I r, i"\ STUCCO (E.I.F.S) FINISH COAT SYSTEM OVER r ., EXTERIOR WALL PANEL CD i. ern N i CV cu ------------------ --- EO O U co U r� CONTINUOUS CAULKING, ' AROUND ca ' " CONTINUOUS DRIP m ca o P.T. 1 x 4 WOOD BLOCKING SEALANT AROUND, TYP. C'> AROUND cu cc o 0 N (h N ~ � � I L cn 0 � 0^)` '� W A lot C � 1" INSULATED GLAZING UNIT > (FROSTED) IN ALUMINUMK"'2 Q STOREFRONT FRAMING NOT USED _M N SYSTEMCD AI-6.3 SCALE: 3" = 1'-0" f uj 21' SET SILL FLASHING IN CONT. BED OF SEALANT CONTINUOUS CAULKING, AROUND SLOPE SILL SURFACE 1" RUA J_ P.T. 2 x 6 WOOD BLOCKING - X% AROUNDuj \ " . ; G j J \ LL W w P.T. 1 x 4 WOOD BLOCKING � � \;� � '•, ,�' � _ AROUND ` . \ � � � � Z O O U ` ' - STUCCO (E.I.F.S) FINISH COAT 0 V X W m SYSTEM OVER EXTERIOR W F- 1/2"GWB ON 3-5/8" METAL ! WALL PANEL a- Z , U STUD FRAMING -SEE , Q ~ SCHEDULE FOR FINISHES `?'� H Z Ix ! 4 ; , W W Q ,' i li Q J O Q V c STOREFRONT WINDOW HEAD - SILL- r-3 NOT USED r4 NOT USED �AI-6.3)` SCALE: 3" = 1'-0" �t6�3SCALE: 3" = 1'-0" �t6�3SCALE: 3" = 1'-0" STOREFRONT ELEVATION TYPES STOREFRONT NOTES yay . 1. CONTRACTOR TO FIELD VERIFY ALL ROUGH OPENING DIMENSIONS PRIOR TO FABRICATION. ACTUAL STOREFRONT DIMENSIONS WILL BE LESS TO ACCOMMODATE09 :_ '•. •, ; REQUIRED BLOCKING AND SEALANT JOINTS. : .•� '�. �' 8'-6 3/_4" _ 5'-8 114" 7'-9 1/2" 2. ALL GLAZING SHALL BE 1" INSULATED /TEMPERED, UNLESS OTHERWISE NOTED. 7 10 3/4 _ STOREFRONT SEGMENTED STOREFRONT SEGMENTED TO FOLLOW WALL RADIUS TO FOLLOW WALL RADIUS - -� � •` ` — — PROJECT NO. 14038 CV N N N 8'-2 1/2" 1'-3" 10'-8" 3'-0 1/4" 8'-6 3/4" 2'-7 3/4" ISSUE DATE : OCT. 26, 2016 REVISIONS : -- �r---------------i-1 II II - il II - II II 0 O II II CV M I --------------------i1 - Ir-------------------11 00 00 II II co II---------------------II �----� NT IIF-------- ---------111 I r r III II III r I I III 11 III - I i 00 00 co pp 00 00 III I I III 00 I III II III � I i O 0 0 O O O III II III 0 I �+ r r r III II III - r I I r r r III I 111 0 DRAWN BY: SLIDING DOOR 111 -100 (, III II, *0 RDB — JKS III UNIT III III II III I I SPANDREL SPANDREL iii i iii 1 I e III II III I I GLAZING GLAZING 111 ,, 111 L_-- IIL--------J ----_ JII - Al A2 C F F1 G H3 H2 H1 Alm6m3 1/2" LAMINATED GLAZING FROSTED GLAZING PERMIT DRAWING SUPPORT RODS (BETWEEN BOTTOM CHORD TRUSS ANGLES)WITH 1/4 x 311 SQ. PLATE WASHER AND BOLTS (PAINT) BOTTOM CHORD OF BAR JOIST cn 5/811 DIA. HANGER SUPPORT RODS (PAINT TO MATCH BAR JOIST COLOR) CEILING SU PENSION WIRE V SECURED TO BOTTOM T-7 1/2" CHORD OF BAR JOIST 1-518" METAL STUD BRACING 32" O.C. Uo CNL �n SUSPENDED CEILING CURVED M METAL PERIMETER TRIM TWO (2)LAYERS 1/4" FLEXIBLE GWB ON ct� (BRUSHED ALUM. FINISH) 1-518" METAL STUD FRAMING 16"O.C. cn 0 0 U CONTINUOUS (SEGMENTED)S SEGMENTED 2 x 6 WOOD cn Air_ cu � BLOCKING ATTACHED TO CURVED PLYWOOD cc CEILING SUSPENSIONcu L m SYSTEM rn - _.__. _.___-_._..___._.___.._____ LL w W W so 0 Y _._.. A.F.F. � A.F.F. c C, ACOUSTICAL CEILING PANEL CONTINUOUS TWO LAYERS 3/4"x 5-1/2"W. PLYWOOD (ACT-1)-SEE CEILING PLAN SUPPORT PLATE (RADIUS PER CEILING PLAN) N ~ FOR GRID YOUT �'- 1/2"GWB OVER 112" PLYWOOD SOFFIT ON 2-1/2" N STUD FRAMING 16" O.C. -ATTACH O o METALS � a' FRAMING TO PLYWOOD SUPPORTS !VIPo= x cu cn U- m 3'-10 3/4" lot > o rn 4 NOT USED3 SOFFIT ABOVE SALES COUNTERM .d: 2FLOATING CE LING AT SALES COUNTER „ _ , „NOT USED „ _ �tT1SCALE: 1-1/2” = 1'-O" NOTE: GWB FASCIA AND SOFFIT SURFACES �71SCALE: /2 — 1 -0 AI-7.1 SCALE: 3/4" = 1'-0" �71SCALE: 3 — 1 -0 PREPPED TO LEVEL 5 FINISH. uj M � INSULATED REFRIGERATION X' FACE OF EXTERIOR WALL PIPING (BELOW)THROUGH WALL WALL PANEL ., K PROVIDE SHEET METAL METAL DOWNSPOUT AND 1-1/2"W. SLEEVE ENCLOSURE WHERE REFRIGERATION PIPING AI-7.1 METAL SUPPORT STRAPS PENETRATES WALL PANEL AND SEAL ALL AROUND FRP BOARD OVER 1/2" ' I I PLYWOOD REMOVABLE CONT. SEALANT BETWEEN DOWNSPOUT Q AND EDGE OF COUPLING ACCESS PANEL \♦ ,. I I µ - - - - - - - - - PVC TRANSITION COUPLING SIZED TO W Q tIx >, > PROVIDE SHEET METAL SLEEVE , ACCOMMODATE DOWNSPOUT AND < O x \ k,\ r'\� :y% y ENCLOSURE WHERE REFRIGERATION \`\ \ - EXTERIOR WALL ,�,.x I I CONNECTED TO UNDERGROUND PVCw u- -� PIPING PENETRATES WALL PANEL y PANEL SYSTEM , AND SEAL ALL AROUND X, ;, I I DRAINAGE PIPING (PROVIDED AND F W INSTALLED BY SITE SUB-CONTACTOR APPROX. GRADE LINE OR SIDEWALK O m Q INSULATED REFRIGERANT LINES ;y ; W ~ U m a I UNDERGROUND STORM PIPING - � z U SEE CIVIL DRAWINGS FOR Q Z --- - - - — — — - - - -INSULATED REFRIGERATION LOCATION AND ROUTING W z J �-- Q FRP EDGE TRIM PIPING (ROUTED UP ON WALL PIECE EACH EDGE ! PANEL - SEE DETAIL 6/AI-7.2 CONCRETE SLAB W (D Q ° °- ° ° ° a ±2'-0" �_ FRP BOARD OVER 1/2 PLYWOOD ° e s \ REMOVABLE ACCESS PANEL FIELD VERIFY TO ACCOMMODATE REFRIGERATION PIPING / / \�f a USED PIPE 8 NOT 5 REFRIGERATION PIPING CHASE 6 REFRIGERAT ON LINES THRU WALL 7 DOWNSPOUT TlEmIN TO A-7.1 SCALE: 1-1/2" = l'-0" A�71SCALE: 3" = 1'-0" AI-7.1 SCALE: 1-1/2" — 1'-0" AI-7.1 SCALE: 1-1/2 — 1 -0 1 1/2 1 1/2 EE FREEZER/COOLER DIMENSIONS _A i ON DRAWING SHEET A-6.1 • 1/2" FIRE RETARDANT PLYWOOD ON `'y ° x c� Nt ,y \ ` EXTERIOR WALL PANELS-EXTEND TO UNDERSIDE OF HORIZONTAL TUBE ` ` . . �x` i " \' STEEL BEAM ABOVE. ` � ~ ,r - reP A1 EXTERIOR WALL PANEL x x y :x X .f A AND EXTERIOR WALL I `x FINISH \ ELECTRICAL CABINET — x \ ' f FREEZER WALL K/ PROJECT NO. PANELS \ r 11.21, 14038 ;X' :x ♦ .:: CONCRETE CURB WITH �,. , , SEF PLAN FOR LENG�H : y, y �' 314" CHAMFERED EDGE ISSUE DATE \ OCT. 26, 2016 xI REVISIONS y \y` VINYL BASE I I \ x ALIGN COOLER FLOOR PANELT ;;/ NON-BRINK LEVELING GROUT T `� WITH CONCRETE SLAB AROUND COOLER WALLS AFTER SURFACE PANELS HAVE BEEN INSTALLED N •• �� X �, > ° P • ° a k \ �.%' z•`�r�i kms'\� e ° P- - D o `- 1/21GWB ON 3-5/8" METAL ° _ d.- a•_ •••.d r" •d -, ._._ a - ° STUDS 16 O.C. ° D D x_X xLo ° , STEEL COLUMN SEE ST RUCTURAL ° :\, �i, \. , , • d `\\ , \ :�,. \�\�. t • ; \ \' D RAW N BY: , , f i\, VAPOR BARRIER � �\ ,\`. .,;%♦ .,/\\_/\ �`,. r SET COOLER FLOOR • a PANEL ON NON-SHINK \ ''`' `,., ' .d 1/► LEVELING GROUT 12 USED11 CONCRETE CURB AT ELEC. PANEL NOT Alm7ml r9,,� EXTERIOR WALL PANEL CORNER 10 RECESS SLAB AT WALKnIN FREEZER OOR �� _ \t7�.lSCALE: 1-1/2" = 1'-0" AI-7.1 SCALE: 1-1/2" = 1'-0" �71SCALE: 1-1/2" = 1'-0" AI-7.1 SCALE. 1 — l'-O" PERMIT DRAWING i r i f r r� r 2'-0" SOLID SURFACE VANITY COUNTERTOP 1/2"GWB ON 3-5/8" METAL A R C H IT E C T S (BY OTHERS)-SEE INTERIOR DESIGN GWB"J" EDGE TRIM GWB CORNER TRIM, TYP. STUD FRAMING 16" O.C. DRAWINGS FOR ADDITIONAL NOTES COOLER OR FREEZER TOP PANEL C cn WOOD BLOCKING AS REQUIRED TOL 9'-011 -0 EL+91_Ola E + 9' " }� - __._... LEVEL AND SUPPORT COUNTERTOP A.F.F. f r y _..._:: :_.W.__.=____._ _ __ .__ _ A.F.F. TOP OF STUD TR>c )7- p < yEi M7751111111 lVINYL FACED CEILING VINYL FACED CEILING PANEL ALUMINUM 2 x 4 TUBE TO SUPPORTPANEL 5/8" M. R. GWB CEILING ON L Lo EDGE OF COUNTERTOP 3-518" METAL STUD FRAMING N 16"O.C. co ` PREP SUPPORT SIDE X LL P.T. 2 x 4 WOOD SUPPORT ALONG kHBACK AND SIDE WALLSxcu 00 UJcc U x 1/2" M.R. GWB ADHESIVELY 1/4" CEMENT BOARD OVER 112" P.T. ,�Lo cu LL z ,� 1/2 P.T. PLYWOOD ON 3-518 M p APPLIED TO FACE OF COOLER PLYWOOD ON 3-5/8 METAL STUD WALL PANEL FRAMING-SEE SCHEDULE AND METAL STUD FRAMING 16" O.C.� (WALLS AT BACK WALL) cn ALUMINUM 2 x 3 SUPPORT POSTS AT y� INTERIOR DESIGN DRAWINGS FOR112" M.R. GWB ON 3-5/8"EACH END (LOCATE WITHIN WALL FINISHES — METAL STUD FRAMING 16"FRAMING EACH SIDE) O.C. (SIDE WALLS) Icc NLo 3 x 3 x 1/4"x 0'-3" L. ALUMINUM CLIP NANGLE FASTENED TO SUPPORTPOSTS AND FLOOR �O LL2 CEILING AT COOLER WALL 3 CEILING / HEADER REP AREA 4 CEILING SOFFIT DETAIL > VANITY COUNTER SECTIONQ �72SCALE: 1-1/211 = 1 1-011 NOTE: SEE ENLARGED RESTROOM PLANS FOR COUNTER AI-7.2 SCALE: 1-1/211 = 1'-011 �t7�.2SCALE: 1-1/2"/2t1 = 11-011 AI-7.2 SCALE: 1-1/211/211 = 1'-011 _ N LENGTHS IN MEN'S AND WOMEN'S RESTROOM. M m 0 rn uj M � I I I i SIGN LETTERS-SEE INTERIOR DESIGN DRAWINGS ,I I � I I I I 1/2"GWB ON 2-1/2" METAL 1/2" GWB ON 2-1/2" METAL ALIGN WITH REVEAL COVE AT STUD FRAMING 16"O.C. J STUD FRAMING 16" O.C. WALL BEYOND GWB CORNER TRIM, TYP. I i Q I i v _._.W............... p i m Q ommoommomm �—z -------------- --- - o w ___..__.._._ __. _.W___ __W_____ _.___.____ _ - - 1/2"GWB ON 2-1/2" METAL Q TAPE AND MUD INSIDE o cn STUD FRAMING 16"O.C. CORNER N p o z 112" GWB ON 2-1/2" 3" 4" 1'-4" (/� W J EXTEND 1/2" GWB TO GWB U METAL STUD CONT. 1�x 2 WOOD BLOCKING - SET 1/4 FROM FACE OF WOOD J = FRAMING 16"O.C. 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VERIFY TO ALIGN WITH EDGE --- - — OF STEEL BEAM/COLUMN "F" REVEAL TRIM (FRY REGLET MODEL FDM-625-100) 2 x 4 WOOD BLOCKING STEEL BEAM -SEE INTERIOR BETWEEN METAL STUD DECORATIVE WOOD BEAM-SEE DESIGN DRAWINGS AND FRAMING INTERIOR DESIGN DRAWINGS REFLECTED CEILING PLAN BACK SIDES INTERMEDIATE FRONT EDGE 5A 5B 5C 5D TAT FINISH PREP AREAFFI5 CEILING 1 SO ° ; •••► � S CALE: 1-1/2" — 1 —0 ` ». a a fi 1t dal PROJECT NO. 14038 ISSUE DATE : OCT. 26, 2016 REVISIONS : DRAWN BY: RDB — JKS Alm7m2 �l PERMIT DRAWING DESIGN �MIN INTERIOR DESIGN 1814 Hendricks Ave Jacksonville, Florida 32207 904.854.2402 FL License IB. 26001180 EQUIPMENT YARD O � O __ o CDa ❑ ® U . RECEMNG AREA UTIL[TY AREA NO.1 > Cn DATA ...,_ �. _ S I r'�' dommum" WAMMMON < RO(IM -- -- Cb w V- ! O ! O ! W LUm ALk-IN EEIER r.---- ------ L L 1�1/ Z i r----- ii --� PREP SUPPORT ' 1'RA�CK I.EN6TH TR" L ( ! I ....,I ...� r-----------_i ! COOLER NO 1. r------------1 1 o N I I i i COOLER NO. ( ! � Q tL I IF] G> F - Ti- T - -1 MEN WO I ! 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IMP I INTERIOR DESIGN PT-1 PT-1 i 1814 Hendricks Ave r GL-1.BACK WALL ONLY ALWAYS FRESH GL-1.BACK WALL ONLY Jacksonville, Florida 32207 404.854.2402 i PT-1 1 FKA '� ® 1 "A FL License IB. 2 01180 WC11 STAINLESS STEEL (D \ L I it GATE -��yrT�_ GATE It i 3 1 i C� Ig,IL 111 11 U73 — o l N ID3.3 3 ELEVATION � Q SCALE:1W =1'-0" Q J LL ---� > or M 0 L Qo J < I D W F— O M Wm c� 00, CLU -- � � W Z Z Z <C Q w mw_PT-1Q ..J O GLA.BACK WALL ONLY PT-1 PT-1 PITA OPEN TO 4 ^ BEYOND (BACK WALL ONLY) ow 1 3 IIell B;( EYOND f �_ .........OPEN TO Ss-1 ........................... '� �aC ailJ I`! _. ................................... I I 'tow. 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T_ t REFRIGERATER DOORS t r —STEEL[BEAMS POWDER COATED CHARCOAL T"I Q r —SOLID SURFACE COUNTERTOP (SS-11) I FIXED PANELS IRE! < BLACK PLASTIC LAMINATE > 6 RECESSED BASE 0 w 12 4p 12 < W 7 W-2f— _401 " 0 Wm w 0 m ENLARGED ELEVATION -MARKET EXPRESS 2 2 F. :) I SCALE:112" 1'.r z Z w QJ �11 F- 0 < M < CL 0 V LL C 3 *A Ll (2) ri ri 2"� InD3.4 �3_7 _j W CO3 _j _3 CO gato = a S; �> x w w — z w 52 1.- M a — W LL C0 W z im 3: 0 z w i,- z 0 0 z =) 1 49 < T -jo06 C0 0 q) q W 5J z m Z W UJ W LU 3: 0z 1_ mz co < z 2 *A_ -- - - -" —« _ vzi 70 - www CLWZ 0 0 __ - -- Ow I I (f) CO) w w z > co) 1-- 0 0 z 0 a 10 B 1 '101 4- -111.1 A — Ub-9 'min SINK UNIT (DEEP WELL) WOOD BOX BEAM ABOVE. IT MATCH BEAMS TO EXTERIOR mr ARCHITECTURAL"WOOD" 2 3 CLADDING. co I r3 116, 1 1 1 1 V-6 �111)3.4) V.6 z -5 0 co > F--j ID SURFACE COUNTERTOP (SS-1) PASTRY CASE BY OWNER A- L — — — — — - U) z W STEEL IBEAMS POWDER T F COATED CHARCOAL 0 (0 z T— W I I I I 1 I I aid` >fi Ce) Nm NV __j t— __j U.1 2 0 w M 0 ID3.3 0 w F- 0 8w-.;,, m QUAL QI I e- —EQUAL- --EQUAL-0 'w---�p —EQUAL-4." 0 op w ENLARGED PLAN MARKET EXPRESS w 1 'vT-1 ti 1 62 z 00- SOME:112" =T-r I DESIGNIMIN 2 INTERIOR DESIGN I ID3.6 JL 1814 Hendricks Ave � T I r I I I F k t i E y�1 i 3 1 I r r l 1 I I I 3 I r 7 t I l I f- r r r , fink Jacksonville, FI ri 220oda 3 t I i _ �` 904.854.2402 At - 1 ! '--i } •� -1 GLASS TILE MOSAIC.BACK � FL License IB. 2boU1180 I f a 1 - `--1—= —f— --i—� —+--+ ! L+�—+-3—�--1•--l—Y *--1--1—�—�- --t— —�—+ 1 p 1 I I �� 1 I —�--+ i � 4— L= �— I I i f i I �- t I i I i { -j--� I I I i PAINTED GYPSUM BOARD -- _--.�--_ — - ---- -=-- --= — - SOFFIT PT 1.PAINT WITH EPDXY PAINT. l — _ _— �- -� �a,..\ Lv ;� L!leVivlWOOD BOX BEAM TO MATCH ; ' EXTERIOR ARCHITECTURAL CLADDING. 3"X 6"CERAMIC SUBWAY TILE -- ----- (RED), N L. _ _ _ o Fi� s EFRIGERATER -- ____ - -�----____�___- �. ._-' —_____-{-_._-__ E-.--�_._�------{-------+--------t--------�-----�-- - _ : DOORS Q I — 1 __—__ # I -----�-�� �- --�-- -- - STEEL(BEAMS POWDER nil O i COATED CHARCOAL -- ---- LL SOLID SURFACE COUNTERTOP AND SIDE PANEL(SS-1) M WP-1 FiXED PANELS F� o {■j„� 7- M BLACK PLASTIC LAMINATE W W RECESSED BASE U m 0&ai10 -4w Tr •'6" ■ Z-1■ z F- 1g 7" Z U ENLARGED ELEVATION -MARKET EXPRESS p a �" 0 SCALE:Irr =1'.r V Q Q LL I� i f f ne c� ' "�'. �y� f 1 ; W � z w < w ww �c 1p.= W =)0_- x f- ao - wLL v) Wza 0 Z = 4VF- Z Z � C) =-j a) 0 0 z CL z ¢ -- Lu 3: z � mz ¢ > � m ¢ Z2 ACOUSTIC LAY-IN CEILING 0 w w w z w a- w wZ � .._ uocno > — — tn 3: ULaW i STAINLESS STEEL FINISHED WALL_ f C Z o ILLWORK"WALL"TO RECEIVE Li-I SAME FINISH AS MILLWORK. n= I ----EQUIPMENT BY OWNER. z cn � �. --z Lu CN "�w�p W N O � w - m } - ENLARGED PLAN -MARKET EXPRESS w O m I f i J I f 1 1 1 F DESIGN MIN T PT-1 INTERIOR DESIGN 3-DIMENSIONAL IT RUSHED 1814 Hendricks Ave SECURE TOS 6UCTURE Jacksonville, Florida 32207 BELOW. STAINLESS STEEL"LE I I RS. 904.854.2402 FL License 1B. 26001180 PAINTED GYPSUI A BOARD SOFFIT PT-1.PAINT WITH EPDXY PAINT. J WOOD BOX BEAM T MATS EXTERIOR CTURAL CD "WOOD" ING. TV MOUNTED ON PLA 7 E STEEL ATTACHED TSOFFIT, PROVIDE BL KING AS R QUIRED. BRUSHED STAINLE STEEL Ell m FINISH D WALL STEEL(BEAMS 13OWDER AW COATED CHARCOAL REFER TO LIGHT'IN SPECIFICATIONS FOR PENDANT < INFO IMATION EQUIPMENT B"OWNER LL SOLID SURFACE COU RTOP- AND SIDE PANEL(SS-1) > o WP-1 FIXE C PANELS 0 w -- _ = D w M BLACK PLASTIC L kMINATE Lu M w RECESS E-D BASE z �or ;_-'r r 4 L z z <ID3. w 0 QCL(D < ENLARGED ELEVATION -MARKET EXPRESS SCAM 12" TV' i T =:66 I I I I I !T!111 !1 1 ! TH PT4 mi z w < w . ...... w WX M 3-DIMENSIONAL OE RUSHED 2 0- C* (L STAINLESS STEEL'I ETTERS. 0 1.- x w - z SECURE TO STF UCTURE 6- C) w "BELOW. 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STEEL(BEAMS PAINTE A CHARCOAL I I c 0 0 • 0 • SOLID SURFACE COU?TERTOP- TV tj 11 0 AND SIDE PAN--_L(SS-1) WP-1 FIXED PANELS WPA FIXED PANELS BLACK PLASTIC LAMINATE RECESSED 0 F_ BASE CID z mom BLACK PLASTIC L kMINATE < W RECESS=_D BASE m > LO N 01 -bw 01 ■ No 24' Ill OF w n Jill 0-'-1 Ix 1%.w 2*l 0 LIJ 0 m t SECTION -MARKET EXPRESS ENLARGED ELEVATION-MARKET EXPRESS w 0 m 2 w �- w Q W SCAM:I 11r 1-V SGUE 11r T-r z 00- KX> >00 >00 >00< >00 >00< >00< >00< >00< >00< lic LIE I F ITE TT-1 ]-!11 1111--111111ILTUMd ; I ITTIJ ------[1 ! iNTIM7 D MIN INTERIOR DESIGN Aw 0I JI 1814 Hendricks Ave Jacksonville, Florida 32207 F-1 904.854.2402 FL License 1B. 26001180 T WOOD BC X BEAM TO MATC m EXTERIO:t ARCHITECTURAL 41 WOO[r CLADDING. 30 X 60 CERAMIC SUBWAY TILE (RED)BACK WALL. TV MOUNTE ON PLATE STEEL A"Tnl HED TO SOFFIT, PRO IDE BLOCKING AS SHOWN. --SOLID SURFACE L(BEAMS PAI COUNTERTOP(SS-1) - -- O CHARCOAL WP-1 DOORS BRUSHED STAINLESS STEEL 0 WALL BEYOND -`_ -_ _- -��_ _ _ -- 1'�I Q 0 0 0 CV 4-� NSTALL HAFELE#282.42.702 EQUIPMENT BY OWNER 0 0 NICKEL PLATED STEEL 0 0 SHELF CLIPS 1"O.C. FOR _�-�T - v_ - _ O FULLY ADJUSTABLE 0 SHELVES. 0 0 LL SOLID SURF kCE COUNTERTOP- 0 • AND SIDE PANEL(SS-1) Cl t"t > 0 —WP-1 FIXED PANELS WP-1 CABINET 0 0 ___ �_�� _ 0 w C6�.- K PLASTIC LAMINATE BLACK I"STIC LAMINATE co T x RECESSED BASE RECESSED BASE Ar. U � ; 3- -Z-6w e--Z-I LL z z F- �D3-5 F < < (.) I wj 0 SECTION -MARKET EXPRESS ENLARGED ELEVATION -MARKET EXPRESS � Q Q � SCAU:I I =1"-0" scuk lir 11-r 1 1 1 T', I ' % I L I q FT1 LL IL Nf PTA C') j m z ix < 0 W W Lu 3: -r Ix I X, a. C0 CL x D 0 11-- F-1 Cr w ;-n z w �- a- W u- -6 co ui z a = 0 9 1 < W f- z z 0 -j 0C Cf) 0 Z C, z < g a.- GL-1 GLASS I ILE MOSAIC.BACK �Oujmw w Z CL Z wx WALL ONLY. < 52m < Z 10 u) . a. UJ Z ui z r- 0 PAINTED GYPSUM BOARD w w SOFFt r PT-i.PAINT WITH E) Cn 0 > - CD X: u- u- uj Cr w EPDXY PAINT. 0 0 z 0 a WOOD BC BEAM TO MATC EXTERIO ARCHITECTURAL Ir CLADDING. Ile ... OLID SURFACE COUNTERTOP(SS-1) STEE ISEAMS PAINTED CHARCOAL A lit BRUSHED STAINLESS STEEL 0 0 WALL NSTALL HAFELE#282.42.702 /4 NICKEL PLATED STEEL 0 0 SHELF CLIPS 1"O.C. FOR z 0 0 FULLY ADJUSTABLE Cf) SHELVES. Lu —wP-1 DOORS AND WALL AI, SOLID SURF NCE COUNTERTOP AND SIDE PANEL(SS-1) 0 0 0 0 WP-1 CABINET CO ............ Z T All 1111 CO BLACK PLASTIC LAMINATE 0 BLACK I"LASTIC LAMINATE co z RECESSED BASE RECESSED BASE QW N> Lu C-4 O2 �2 w 0 co �- SECTION -MARKET EXPRESS ENLARGED ELEVATION-MARKET EXPRESS O 2 2 W SCAU:I Itr I".r SCAU:lir 11.r z 00- C E C C f1f 1 I, 4 _ DESIGNIMINDo INTERIOR DESIGN 1814 Hendricks Ave Jacksonville, Florida 32207 904.854.2402 C ACOUSTIC LAY-IN CEILING FL License IB. 26001180 3"X 6m CERAMIC SUBWAY TILE (RED),BEYOND ON BACK WALL. C) -r--- --i- 1-- - -- - - ----+- OPEN TO BEYOND ' - _ -------- --- --r-- --- -- +- .w�w■ EQUIPMENT BY OWNER. _- i 1 LL UJ ----EQUIPMENT BY OWNER. / 0 Ca Lu occas pzxpp......cpcpap poppopcpppapapeppppp W ppaopppppopacacppppp p,�cpo } �..�._.�J----f--- � ppecppceaapanpaaaace ❑aceoeaopnopappppppa + ❑opppcpeppppnp�pppop eppceaoppapppppppppp o C � - 14.,17w � � � � 0 or 4 40 J F. W ~ ZZ Z F- F-- Q Q W ENLARGED ELEVATION -MARKET EXPRESS 2 SCALE:112' =1.,0„ 1 P Z 0W D O 1- X � aa.. oZwu. CO Z ¢ W ._ z z u > O -7" or < - QUAL QUAL coQUAL QUAL EQUAL QUAL' t] OC J z Q Z w � ixJ v Z w x a Z PAINTS AiMNIBwl It w w . a W z SOF Win zwz EPDXY PAINT. LD V) o > - ~ co 1;f %','f�i / %`� E'l ` WOOD BOX BEAM TO MATCH u. u. w oC w � OOz0 � o Jfi EXTERIOR ARCHITECTURAL r • "WOOD'CLADDING. • 4 --PENDANT FIXTURE.REFER TO LIGHTING SPECIFICATIONS. -EQUIPMENT BY OWNER ! -EQUIPMENT BY OWNER C0 STEEL(BEAMS POWDER 0 COATED CHARCOAL W SOLID SURFACE COUNTERTOP WP-1 CABINET DOORS _ BLACK PLASTIC LAMINATE H RECESSED BASE O 0 CD Z 1. Q ow w X-V4" "�-`�1_w 3',�1r -3'-2'- 4 1w a- 2 . tui 040^ w co M o 4 � W ID3.6 m W 02 ENLARGED PLAN -MARKET EXPRESS v r 1 ? .�.... O- SCALE:UY =1'-0" MIND* INTERIOR DESIGN TOILET ACCESSORY SCHEDULE SCHLUTHt TRBII AT M6tROR EDGE I ABOVETLLETYP. 1814 Hendricks Ave MARK DESCRIPTION OAl RECESSED WASTE CONTAINER(2'-10'TO TOP OF TRASH CONTAINER) CONIINUOUSBRUSHEDSTAMILESSSTEEI. Jacksonville, Florida 32207 BACK BRADLEY MODEL 344.12 GALLON CAPACITY.28tH X 151-W X 6 J"PROJECTION WITH p$4 FI.S.STEEt.TO BE 16-18 GAUGE ISH. PT-1 ABOVE CERAMIC TILE 904.854.2402 O STAINLESS STEEL GRAB BAR -BOBRICK 5806 SERIES (42"L.AT SIDE WALL AND 36"L.AT BACK WALL) PT-1 ABOVE CERAMIC TILE FL License 113. 26001180 O TOILET PAPER HOLDER -GEORGIA PACIFIC MODEL:56748.11.75-W X 6.9"D X 13.25"H CONTINUOUS CLEAR PLATE -INSTALL SCHLUTER TRIM, GLASS MIRROR A4 COAT HOOK-BOBRICK#B-542,2-DIAMETER,lip PROJECTION,SATIN STAINLESS STEEL. ATTACHMENTS.SQUARE EDGES, VISIBLEFFIINIISH AS TOP CAP TO TILE 0 PATTERN. O TOILET PARTITION:MFR.:ACCURATE TOILET PARTITIONS,DIAMOND STAINLESS STEEL FINISH.TOP OF PARTITION TO BE 6'-0-AFF. A6 SOAP DISPENSER-WALL MOUNTED.OWNER PROVIDED,CONTRACTOR INSTALLED. COLOR TY TRIM BETWEEN���ITL E Al ���• AT 18'W.x V-10"H.URINAL SCREEN-MFR.:ACCURATE PARTITIONS,DIAMOND STAINLESS SEMI RECESSED PAPER TOWEL DISPENSER STEEL FINISH. AND TRASH RECEPTACLE. O HORIZONTAL RECESSED WALL MOUNT BABY CHANGING STATION - MFR.:KOALA KARE#KB110 SSRE,STAINLESS STEEL FINISH. O _ O STAINLESS STEEL TRASH RECEPTACLE UNIT.MFR.:GEORGIA PACIFIC,MODEL#59471, 17.2"W X 7.88-D X 60.1"H. 24-x60"CONTINUOUS RECESSEDCLEAR q1 RECESSED AUTOMATED TOUCHLESS TOWEL DISPENSER.MFR.:GEORGIA PACIFIC, O CT-5(HMITE)SUBWAY TILE.ALKIN GROUT PLATE GLASS MIRROR,SQUARE EDGES,NO `--' MODEL#59466,13.3"W' X$"D X 16.4 H. LIVES.INSTALL HORIZONTALLY. VISIBLE ATTACHMENTS,ALIGN WITH TOP OF TILE,SURROUND WITH SCHl.U1TR PRIM. UNDERSINK PROTECTION PIPING COVER.MFR.:TRUEBRO,LAV-GUARD,VINYL,CHINA WHITE. 0 N CTS(YVHITE)SUBWAY TILE. GENERAL NOTE: PROVIDE SUPPORT BLOCKING IN METAL STUD FRAMING AS REQUIRED TO 0 SECURE AND ATTACH TOILET ACCESSORY COMPONENTS.ALL MOUNTINGS T06.ET ALIGN GROUT LIt�S INSTALL HORIZONTALLY. HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. -CT-3(BLACI9 SUBWAY TILE. CT-3(BLACK)SUBWAY TILE ALIGN GROUT LINES.INSTALL ALIGN GROUT LIVES.INSTALL o 1'-44• 1•,�48-�----1'_74• ' HORIZONTALLY. '-114 2' HORIZONTALLY. Q LL LL ENLARGED ELEVATION -WOMENS RESTROOM ENLARGED ELEVATION-WOMENS RESTROOM W Q 5 J > co ' SCALE:lir W OSCALE:1l2 =1-r 0 Ce < C6 D LTJ F— O m Wm m a. U -.- F_ z z PT-,ABOVE CERAMIC TILE V PT-1 ABOVE CERAMIC TILE �""� <( Q w QLJ � 0 INSTALL SCHL UTER TRIM,Std, INSTALL SCHLUTER TRIM,SCHIENE, F- F- 0 BRUSHED ALUMINUM FINISH AS TOP BRUSHED ALUMINUM FINISH AS TOP Q CAP TO TILE PATTERN.ALIGN TILE CAP TO TILE PATTERN.ALIGN TILE WITH TOILET PARTITION,VERY WITH TOILET PARTITION,VERIFY HEIGHT. HEIGHT. CONTINUOUS RECESSED • A6 A6 CLEAR PLATE GLASS MIRROR, SQUARE EDGES,NO VISIBLE `►•��r x, CT-5(WHITE)SUBWAY TILE ATTACHMENTS. ALIGN GROUT LIVES.WSTALL HORIZONTALLY. SOLID SURFACE COUNTERTOP SOLID SURFACE COUNTERTOP Al AND FASCIA. AND FASCIA. ' _ o • �. CT.5(WHITE)SUBWAY TILE. tr ALIGN GROUT LINES.INSTALL w-- HORIZONTALLY. CT 3(BLACK)SUBWAY TSE. CT-3(BLACK)SUBWAY TILE. pL.IGN�, ,�,� ALIGN GROUT LINES.INSTALL HORIZONTALLY. II, HORLZONTALLY. J '(j) 7 w W = a W ID4.2 p !- -- X ENLARGED ELEVATION-WOMENS RESTROOM ENLARGED ELEVATION WOMENS RESTROOM P 5. Z w 3 ZWQW � o 4 SCALE:IIY =1'-0" SCALE:112" =1'.d' z E- J � 5 o COO -oxcou 10 JpfZZRzww � S 2z w � O- Z a Lu Uj F- � O O O wZi. Y O O O O � oozo � o CLEAR PLATE GLASS MIRROR SQUARED POLISI-IED EDGES.NO e o 0 0 VISIBLE ATTACHMENTS. DISPENSER AS = - SCHE&&M. PT-1 ABOVE CERAMIC TILE Ir 1 ,l w Al AUTOMATIC FAUCET AS 3 SPECIFIED A4 ID4.1 1 1 N 2 4 • STRUCTURAL STEEL CT-5(WI NTE)SUBWAY TILE ID4.1 ID4.1 ICICI GROUT LINES.WTALL SOLID SURFACE HORIZONTALLY. 5 COUNTERTOP AND INTEGRAL ID4.1 SINK.SS-1(BY OWNER) 1 6 0 UOUS SLOT DRAIN. CO SLOPE TO CENTRAL DRAIN PIPE.PROVIDE TRAP ACCESS = AT DRAIN. W SOLID SURFACE COUNTERTOP AND FASCIA. � CERAMIC WALL TILE AS A8 SPECIFIED114 1 11 ------------r- z -- co CT-3 SUBWAY TILE. O Q (.fl z ALIGN GROUT LINES.INSTALL > W HORIZONTALLY. ,C I— w O Cf) tV C'Q w w CO O SECTION -WOMENS RESTROOM ENLARGED ELEVATION -WOMENS RESTROOM ENLARGED PLAN-WOMENS RESTROOM Z Q w Z w u) O~ 7 SCAM:10 1'-r SCALE:112' r SCALE- =1'-0" 0 Z F- M � � () w `..�' 6- r 0 a. i I�I -.. i i 4 ` I • � / �Ai � -.,,.fit s � DESIGN !,MIND. t'Old' —1 "DIAMETER POWDER COATED STEEL.TYPICAL. INTERIOR DESIGN SOLID SURFACE COUNTERTOP SS-1 NSTALL GROMMETS FOR EQUIPMENT WIRING. 1814 Hendricks Ave N Jacksonville, Florida 32207 904.854.24012 ECTANGULAR MESH PANEL__0 FL L.ICet'iSe IB. 26001180 s O r BASKETS OF RECTANGULAR MESH in X 1' OPENINGS. TOP AND BOTTOM FRAME WITH DIAMETER ROD. BOTTOM OF BASKETS TO BE = SOLID SHEET METAL.SLIGHTLY BOW FRONT. POWDER COATED SILVER METALLIC.TACK WELD TO CYLINDER LEGS. a 3" 2• 3" t'7 21-6" S REFER TO LIGHTING SCRATCH-OM SPECIFICATIONS FOR T� PENDANT FIXTURE. CASH WRAP-ENLARGED PLAN PLASTIC SURROUND OF 1 `DIAMETER" 1 5 MONSOONS 1z a 1111 ff w It LAMINATE RECTANGULAR MESH. Q SCALE:1112- =1'-0w PARTIAL HEIGHT PANEL,TYPICAL. ti TIC LAMINATE SOLID SURFACE HHEIGHT PANEL,PICAL.I� _MESH FRAME BEYOND if) COUNTERTOP SS-1 2 CONTINUOUS SOLID RED PLASTIC LAMINATE �/ LL. SURFACE LOWERED PANEL PL-2,TYPICAL. ' COUNTERTOP SS-2mr " M op 3 0 O rIN Ce = r W CO I UJco W i SOLID SURFACE COUNTERTOP SS-1 U { CLU -- F- I--- z V_ W Z Z - J SOLID SURFACE COUNTERTOPSS-2SS-2 a � ..,J O { BASKETS BEYOND BASKETS OF 1 'DIAMETER" RECTANGULAR MESH,SOLID N F BOTTOMS.POWDER COAT CASH WRAP-ELEVATION CHARCOAL. 4 N SCALE:1tr =11-0' --� N PLASTIC LAMINATE CABINETS,PL-4 = ED PLASTIC LAMINATE PL-2 FIXED PANELS w 1-46f �-3w CASH WRAP-SECTION z i Q 0 W 3 WW = � M SCALE:1112" _1'-0w SOLID SURFACE COUNTERTOP SS-1 = O � a. WITH(3)THREE 36"W x 19"D TWO Ix Cr Z w 2 DRAWER FILE CABINETS �- (L "; w u- imor 02' G Z Q U F- z I- F- LINE OF FLOOR CHANGE Q � O 0 6 COO -01: 050 ZQ ... 0 wo RECTANGULAR MESH 1"X 1"OPENINGS. TOP AND `'-" U z w w a Z SOLID SURFACE COUNTERTOP. Q > C7 m Q z M BOTTOM FRAME WITH r DIAMETER ROD.POWDER cc a w z COATED SILVER METALLIC.TACK WELD TO FIELD LOCATE GROMMET. 0 W w w z r- O 1 d' CYLINDER LEGS. z ur U. w I w � 1 "DIAMETER POWDER COATED STEEL EQUIPMENT BY OWNER 1-- OOzO0 � t 0 . SOLID SURFACE COUNTERTOP SS-1 INSTALL GROMMETS FOR EQUIPMENT WIRING. SURROUND OF 1DIAMETER" RECTANGULAR MESH. a SOLID SURFACE COUNTERTOP SS-2 BEYOND N LINE OF SOFFIT SOLID SURFACE ABOVE = BASKETS OF RECTANGULAR MESH;"X 1- COUNTERTOP SS-1 M OPENINGS. TOP AND BOTTOM FRAME WITH CONTINUOUS SOLID SURFACE O Z N 744 DIAMETER ROD. BOTTOM OF BASKETS TO BE O LOWERED COUNTERTOP SS-2 O � o SOLID SHEET METAL.POWDER COATED SILVER r� to iv METALLIC.TACK WELD TO CYLINDER LEGS. � I w N TIC LAMINATE CABINETS,PL-4 Fi 9 s' C+ I I z I I oINA 1 _ carED PLASTIC LAMINATE PL-2 FIXED PANELS d I D CO I- 0 0 ,<W F_► J (0 z 0 W 4 lad N ' N/ O 4 3w �, `w 3w LL �0 0 � — w 5 J_ �! �""' LO CO H CASH WRAP-SECTION CASH WRAP-PLAN ' =j w 2 1 to W v W SCALE:1112" =TO SCALE:11r=I'-S' U W 00- ...._ 1f�R01 2R 4 3.4 2" 1#-6w OF MIN mommummommomm� 4w 1w L 1" INTERIOR DESIGN ONTINUOUS REVEAL.PAIN TO 4 4 MATCH ADJACENT WALL. 2"WIDE PAINTED WOOD FRAME. �1 4 Hendricks Ave ALIGN WITH TOP OF ADJACENTPLASTIC LAMINATE PANEL. Jacksonville, Florida32207 REVEAL TO MATCH ADJACENT IN ARAKAWA#SF35 CEILING 904.854.2402 i i i FASTENER WALL. i i ARAKAWA#SF35 CEILING FL License IB. 26001180 1 1 1718 HITE FORMED PLASTIC =oo i I ' FORMED FASTENER SCRATCH-OFF DISPLAY PLA TIC SCRATCH-OFF WOOD FRAME PAINTED WHITE DISP Y = 1"W X?THICK WOOD FRAME, a ' PAINTED WHITE' N FLORIDA LOTTERY FONT/LOGO RECESSED AREAi EC SSED AREA FOR APPLIED TO PANEL FOR TICKET DISPLAY. r TICK=7 DISPLAY. . _ 3/4"W X 1"THICK WOOD ` SCRATCH-OFFS-- FRAME,PAINTED WHITE. WHITE FORMED PLASTIC i SCRATCH-OFF DISPLAY ' 1 2 3 4 1 1 21 1 1 22WHITE FORMED PLASTIC ARAKAWA#FRG1SS ROTATING = C) SCRATCH-OFF DISPLAY = VGRIPPER WITH "CABLE. 5 6 7 8 ' A WA#FRG1 SS _ N i — "PLYWOOD BACK ROT TING GRIPPER WITH F Q PANEL TO BE SANDED "CABLE. YWOOD 1 12 BACK PANEL SANDED 9 10 1 SMOOTH AND PAINTED = SMOOTH AND PAINTED WHITE _ WHITE ' 4r !Z:r lull 13 14 15 1fi 1"W X'"THICK WOOD FRAME, 0 _ 6 2 _ 1111110won PAINTED WHITE. Q ---CONTINUOUS WHITE i i i i CONTINUOUS WHITE SLOT T4 IDS.2 I _2 .� U. SLOT WITH APPLIED \ ' ' ' ' W I 17 8 19 20 4"W X 1"THICK WOOD W 25 � � W APPLIED BLACK BLACK VINYL NUMBERS i i VINYL NUMBERS _ .. FRAME, PAINED WHITE. ♦ 21 2 23 24 0W V o i ♦ ♦ J FLORIDA LOTTERY LOGO i LO IDA LOTTERY LOGO = r ARAKAWA#FRG1SS ROTATING _ APPLIED TO FORMED ; � � ;� IED TO FORMED � 'I " � W PANEL 1 PANEL 25 26 27 28 GRIPPER WITH CABLE. O CONTINUOUS WHITE SLOT FOR TICKET DISPLAY BEHIND. %I Ilk i dt NUMBERS TO BE BLACK. Z r i i NEW 40100 z < 3/4"W X 1"THICK WOOD i 3/4'IV X 1"THICK WOOD Q W FRAME, PAINTED WHITE. ; FRAME,PAINTED WHITE. ARAKAWA#SF233 FLOOR ARAKAWA#SF23B FLOOR '-j ..J TENSIONER TENSIONER �! C.� < Q 1/2"W X's THICK WOOD 1/2"1 V X'7 THICK WOOD FRAME, PAINTED WHITE. ilk FRAME,PAINTED WHITE. 2"WIDE PAINTED WOOD FRAME. 2"WIDE PAINED WOOD FRAME. ALIGN WITH TOP OF ADJACENT ALIGN WITH TOP OF ADJACENT PLASTIC LAMINATE PANEL.PAIN PLASTIC LAMINATE PANEL.PAINT e- e- REVEAL TO MATCH ADJACENT REVEAL TO MATCH ADJACENT Y20 4* 8 4" 4' WALL. WALL. ONTINUOUS REVEAL.PAIN TO ONTINUOUS REVEAL.PAINT TO , MATCH ADJACENT WALL. MATCH ADJACENT WALL. F -` (� �r j s ' 0. nj W 10 LOTTERY SCRATCH-OFF DISPLAY-SECTION DETAIL LOTTERY SCRATCH-OFF DISPLAY-ELEVATION DETAIL W W = _ 0 6 _ 5 � °` � � X SCALE.r -1'-0" SCALE.r =1'-0" F- CL o Wil fYM - ZW Z = Q U Ff3 3: Z ZF' U = ~ O J D — CO co) - O _ � J � ZZa ~ 2 _I za — w � � VZ � �-uj ccaa.. Z 0wwwa_ W0 ARA WA#FRG1SS w z �_ ROT TING GRIPPER � � � oozo � o 2"WIDE PAINTED WOOD FRAME. ALIGN WITH TOP OF ADJACENT wrn k CABLE. PLASTIC LAMINATE PANEL. PAINT REVEAL TO MATCH ADJACENT WALL. 1/2"1 V X 3"THICK WOOD FRAI 4E, PAINTED WHITE. 3/4" X 1"THICK WOOD FRAME,PAINTED WHITE. N 4"PL OOD BACK PANEL To B SANDED SMOOTH LOTTERY SCRATCH-OFF DISPLAY-SECTION LOTTERY SCRATCH-OFF DISPLAY-ELEVATION AND PAINTED WHITE 4 3 SCALE:-I lir =18-' SCALE 1112" =1'-0" a \N 4"PLYWOOD BACK PANEL TO BE p 2 SANDED SMOOTH AND PAINTED ID5.2 .w. a)WHI FORMED PLASTIC .. WHITE N SC TCH-OFF DISPLAY `` ARAKAWA#FRGI SS ROTATING W GRIPPER WITH An CABLE. 2"WIDE PAINTED WOOD FRAME. ALIGN WITH TOP OF ADJACENT 4w f" �w �w Y 4" 4" FOR CKET DISPLAY BEHIND. REVEAL TO MATCH ADJACENT-colfff NUOUS WHITE SLOT F_ F_ PLASTIC LAMINATE PANEL. u_ 8 8 u_ NUMI RS TO BE BLACK. WALL. 7R ,� , - Y448 U)3 11w 1•�w 1_w 1"W X i"THICK WOOD FRAME, _ z ♦ 4 4 PAINTED WHITE. V V- W 400 00 3/4"W X 1"THICK WOOD Q N �'` goon 100 FRAME PAINTED WHITE. U CO a cn � O LOTTERY SCRATCH-OFF DISPLAY-PLAN DETAIL LOTTERY SCRATCH-OFF DISPLAY-PLAN //�`' U") 0 �/' W 2 1 ��• W m — SCALE:r =1f-0" SCALE:1112" =1f4r02 o v W . j 00- i `t DESIGN MIN i INTERIOR DESIGN 1814 Hendricks Ave Jacksonville, Florida 32207 904.854.2402 ` FL License IB. 26001180 WALL SCONCE / LOTTO COUNTER BUILT-IN LOTTERY PENCIL HOLDER. MFR.: TECH LIGHTING I{ << Il 2 MODEL.: PITCH STOCK NO.: 70OWSPIT ID508 SIZE.: SINGLE FINISH.: WHITE i LAMP.: LED839 LED 80 CRI 3000K 120V ;, !' ' 16-18 GAUGE BRUSHED O CONTACT.: PATTI HARLANl,gf ��+{+� STAINLESS STEEL#4 ARCHITECTURAL SALES&g ILLUMINATION FINISH.INSTALL GRAIN CY'' (904)536-5422 `* 3 VERTICALLY. pharian@asiNghting.com N ID508 IN COUNTER RECESSED TRASH OPENING. Q ' SOLID SURFACE COUNTER TOP SS-1. 4 0LIL --� ID5o8 J � I > M : 0 � o oC .' I w � i F— o Co LOTTERY DISPLAY-PLANW m w 5 U m2 SCALE:1" _19-r V D W ~ Z ,-- F � U " < w < .jjo (D < Q { w don 100 TECH LIGHTING MODEL TECH LIGHTING MODEL TECH LIGHTING MODEL TECH LIGHTING MODEL PITCH,PROVIDE JUNCTION PITCH,PROVIDE JUNCTION PITCH,PROVIDE JUNCTION PITCH,PROVIDE JUNCTION t8 BOX AND 120V ELECTRICAL _ BOX AND 120V ELECTRICAL BOX AND 120V ELECTRICAL BOX AND 120V ELECTRICAL , HOOK-UP. = HOOK-UP. HOOK-UP. HOOK-UP. Z_Tm 5"X 5"FLORIDA LOTTERY LOGO INSET 1Y2". = 5"X 5"FLORIDA LOTTERY 5"X 5"FLORIDA LOTTERY 5"X 5"FLORIDA LOTTERY LOGO INSET LOGO INSET 1V. LOGO INSET 1V. { lit !( ii {ti 1 ; •fE ,; - - r { { #jr tt 1{'t (k;.i k 1�1. _,� l`s##{,i 1 ';#1,�i•�;!s 1 [i,+�,1i;ill!!s l� {{r tF#t#!{#�i#rt€ #lii{:,!l;lti;,,i�;g i#i`', iItf1 JJi _! 118 GAUGE BRUSHED Cr O W16-18 GAUGE BRUSHED 16-18 GAUGE BRUSHEDil V/ W W 16-18 GAUGE BRUSHED 1 1 '_ } STAINLESS STEEL STAINLESS STEEL l # STAINLESS STEEL g a, CO = a STAINLESS STEEL l{ ! ( VERTICAL GRAIN INLAY f VERTICAL GRAIN INLAY VERTICAL GRAIN INLAY 5 0f- X VERTICAL GRAIN INLAY i I li !I II APPLY TO BACK AND BASE l II i; APPLY TO BACK AND BASE { ; { {f APPLY TO BACK AND BASE ;~ a o w u APPLY TO BACK AND BASE N = I. " N I, I' li I' { i p OF I INSET. #' i ;k OF I INSET. li �� ! l� ! OF 1�2 INSET. z w Q w OF 1Y2"INSET. •gt — V() z zf'- > > O •, t t , 1� 1,� t fnp JJ 0 Q �k , BLACK PLASTIC LAMINATE toBLACK PLASTIC LAMINATE BLACK PLASTIC LAMINATEI�f,t,ssif ;li�i1 BLACK PLASTIC LAMINATE O z ci (PL-4)BACK BOARD AND I (PL-4)BACK BOARD AND (PL-4)BACK BOARD AND ; I (PL-4)BACK BOARD AND 0 :e- Z w a { ; l' s SIDES OF RECESS. , SIDES OF RECESS. SIDES OF RECESS. Z SIDES OF RECESS. �. i ( i ; i W 2 w o a- f 11 ii ( �( #I ' ! it I ! li Q � 2mQz $ CLEAR ACRYLIC LOTTERY I H CLEAR ACRYLIC LOTTERY CLEAR ACRYLIC LOTTERY # 1 I +' ! ! i t, I #! CLEAR ACRYLIC LOTTERY w w u) a w z CARD HOLDER. {!___l� I 11 I; CARD HOLDER. � ___ l__ ! CARD HOLDER. i s i= !1 I, CARD HOLDER. w W w z f' i€1 t; {; t I ti t i t f�' — # 1 1 I i 1. w 4 #It° #} f! � 4 4 ,,t 111 i{,i. i� I it 1 i �'l i'I a''1,l�9i f! t, �, ,( t 1)#•#, I;i i I i l I l; I � I' W � � W 4 SOLID SURFACE COUNTER #,_,,i. t't,.1€ , t{t#I ,;, {{t a;,; 1'I i'"� ,1 f {; ,Itl,;i+', I,,� l 11�;, 1 {I, ,i#,: {f,,i i'I<, f TOP SS-1. j I � H O O Z O � 0 f IE it SOLI SURFACE COUNTER 16-18 GAUGE BRUSHED = I� 1{ _ �, SOLID SURFACE COUNTER � Ij f s TOP SS-1. TOP SS-1. 'l STAINLESS STEEL#4 `� _ � { li �- ! FINISH.INSTALL GRAIN it !' I J i VERTICALLY. ,__ __ FFWm ;' ';{ 16-18 GAUGE BRUSHED 16-18 GAUGE BRUSHED oo E SOLID SURFACE COUNTER Ih i STAINLESS STEEL#4 STAINLESS STEEL#4 # TOP SS-1. r BUILT-IN LOTTERY PENCIL 13 ({1 _ _ ' _ ' l'f FINISH.INSTALL GRAIN - FINISH.INSTALL GRAIN HOLDER. VERTICALLY. VERTICALLY.0. , --- - LINE OF UNDER COUNTER , ti � s � STAINLESS STEEL DOOR LINE OF UNDER COUNTER �� + RUBBERMAID TRASH U ' RUBBERMAID TRASH # FRONT SST-I. = 1 = _ r RECEPTACLE,32 QT.WITH / ct��r - - ---- ` ► RECEPTACLE,32 QT.WITH o aw # r LINERLOCK(#51_60). N -- ------ r LINERLOCK(#51,60). N otr N r •r= —BUILT-IN SHELVES BEYOND. � rr BUILT-IN SHELVES. BUILT-IN SHELVES. = BLACK PLASTIC LAMINATE BLACK PLASTIC LAMINATE w RECESSED BASE. RECESSED BASE. w I 00 p700p w O.. � LOTTERY DISPLAY-SECTION LOTTERY DISPLAY ELEVATIONISECTION LOTTERY DISPLAY-ELEVATIONISECTION LOTTERY DISPLAY-ELEVATION 04 N 4 cN v C/) SCALE:V =1,-r SCALE:I* =1'-0' SCALE:1" =1*-r SCALE:1" =1W w '0 I f i I I PT-1 MIND*- - - - - - - _r DEEP RECESS IN SOLID 8" SURFACE SURROUND TO 4 I � - - - - - - � FNST{PL-2RIED� �N CATCH OVERSPILL. INTERIOR DESIGN I PLASTIC LAMINATE"FIN-(PL-2 RED) 1814 Hendricks Ave I I •� �1`-��' I PLASTIC LAMINATE FULLY Jacksonville, Florida 32207 ADJUSTABLE SHELVING.(PL-3 ' PLASTIC LAMINATE r7 CHARCOAL) 904.854.2402 I I FULLY ADJUSTABLE MICROWAVE SURROUND "THICK SOLID SURFACE FL License IB. 26001180 SHELVING.(PL-3 ° BEYOND SURROUND TQ MATCH I CHARCOAL) `�' YOBI STANDARD WHITE. I SOLID SURFACE COUNTERTOP I (�1) GLA BACK WALL � I ( ONLY. 8"DIAMETER OPENING rev -1 DOORS FOR TRASH.WRAP r N AIR UNIT BY OWNER WITH SOLID SURFACE SS-1 3• --BLACK PLASTIC ! �- - - - - RECESSED BASE t.AMtNATE � op 2' C) OLID SURFACE M COUNTERTOP .-� (Ssi ELEVATION-OPEN AIR I MICROWAVE COUNTER DETAIL-YOBI WALL (y 8 9 WPA DOORS SCALE lir =t r' SCALE:Ir =1'-0" Q INSTALL HAFELE :7 01801 o PTA #282.42.702 NICKEL 14 ' PLATED STEEL -PLASTIC LAMINATE `,- SHELF CLIPS 1"O.C. "FIN (PL-2 RED) PEN AIR UNIT BY OWNER FOR FULLY ICROWAVE SURROUND, ADJUSTABLE ' PL-4(BLACK) car) SHELVES. N PLASTIC LAMINATE"FIN"(PL-2 0 W V Q • • - 3' RED) J SOLID SURFACE15. �_ 1• 1 �. 1. 1. 1 1. 1. op < (D � �1 - COUNTERTOP(SS-1) PLASTIC LAMINATE FULLY W = BLACK PLASTIC j _WP-1 DOORS ADJUSTABLE SHELVING.(PL-3 00 LAMINATE " 0? dao CHARCOAL) , RECESSED BASE N N AIR UNIT BY V V REVEAL WALL TO OWNER OPENING FOR TRASH F Z MATCH WITH _ W Z Z �-- SECONDARY SOFFIT LACK PLASTIC LAM' Al < W {{ OVER ADJACENTRECESSED BASE WNW 1. 1. 1• f MILLWORK.. V-901-4 112 112 2• SO ID SURFACE COUNTERTOP �— 0 ( ) WC-1 WRAP ALL \./ Q Q SIDES TO INSIDE SECTION -OPEN AIR 1 MICROWAVE COUNTER ELEVATION•OPEN AIR I MICROWAVE COUNTER MICROWAVES STACKED TWO CORNER. 9 8 BOILED PEANUT EQUIPMENT HIGH IN 1 in THICK PL-4 j x SCALE:11tY =1'-0" SCALE:1w =T4, (BLACK)SURROUND BY OWNER ?.r 4 PLAN-OPEN AIR I MICROWAVE COUNTER GLASS MOSAIC TILE 05.s T « "' SCALE:1tr =1'-0" x �, AS SCHEDULED well ....................... .. a; 1-112 s •„x z PLASTIC LAMINATE "FINS"(PL-2 RED) PLASTIC LAMINATE"FIN"(PL-2 RED) RECESSED MONITORS , 1 �"THICK PL-4 a ---- GLASS MOSAIC TILE } J w — — — — — — — — (BLACK)SURROUND AS SCHEDULED z ¢ 0 (coo) s - w = {- - I I I N AREA FOR 7- a a) 5: X 1/2"THICK SOLID SURFACE ° — - ACCESS TO YOGI 0 H z w SURROUND.WRAP INTO YOBI MACHINES. 1- a o - w w NICHES. I MICROWAVES BY z = Q w Z CO zor OWNER 0 CUP HOLDERS TYPICAL z O 3"DIAMETER CENTER AS SHOWN. PEN AIR UNIT BY OWNER Q - `� O • �• GROMMET FOR 1/2"THICK SOLID SURFACE z g I I ELECTRICAL WIRING. SURROUND.WRAP INTO z Q z W u - - - - - - - - YOBINICHES. � vzw � az � - UJ wo ` 111 ! I "THICK PL-4 SOLID SURFACE TO o w w CID a w Z wzr- 0 - - - - - - - - n (BLACK)SURROUND EXTEND PAST FACE OF co co a w oc w TILE _ • OPEN PASS THROUGH AREA I I MICROWAVES BY FOR ACCESS TO YOGI • I OWNER I MACHINES. I I I I r PROVIDE DUPLEX ' OUTLET AS REQUIRED i FOR EQUIPMENT ELEVATION -OPEN AIR I MICROWAVE COUNTER ELEVATION -OPEN AIR I MICROWAVE COUNTER ' 6 5 I SCALE:11r =1'-0" SCALE:lir =1'-Q" ID5.3 C 10 Nil OLID SURFACE r3 9 112"THICK SOLID SURFACE COUNTERTOP(SS-1) ID5.3 ID5.3 SURROUND.WRAP INTO YOBI PLASTIC LAMINATE-FIN"(PL-2 NICHES. WPA DOORS RED) PLASTIC LAMINATE FULLY ° WRAP TILE 12"AROUND O 0 0�El Lj ADJUSTABLE SHELVING.(PL-3 CORNER.TRIM WITH CHARCOAL) Z ° SCHLUTER TRIM. ,,. MICROWAVES STACKED TWO O ° ° INSTALL HAFELE _ 0 -- 0 HIGH IN 1 I"THICK PL-4 V) #282.42.702 NICKEL ® `�' O (BLACK)SURROUND PLATED STEEL SHELF W N ° ° CLIPS 1"O.C.FOR ® 1/2" YOBI MACHINES BY N 0 EA El 0 Lj SOLID SURFACE COUNTERTOP .=� ° FULLY ADJUSTABLE � ' �+ SHELVES. " 1/2' OWNER (SS-1) 1"DEEP RECESS IN ___ SOLID SURFACE N P-1 DOOR �® 7 I SURROUND TO CATCHA 31 N OVERSPILL. ` �"� 0 ---'- ?: 1/2"THICK SOLID H" f ,0� �... w co Z LACK PLASTIC SURFACE SURROUND LACK PLASTIC LAMINATE • 2" TO MATCH YOBI RECESSED BASE 07 T-- W LAMINATE RECESSED STANDARD WHITE. ,� ,�" E-- C N BASE WRAP TILE 12"AROUND Q• a. �. Q• a- Q• Q- Q- Z ■ co e 1 CORNER.TRIM WITH 10'2• Z (N 0 3• �'-10' 3" SCHLUTER TRIM. 0 LO W0 SECTION -YOBI WALL SECTION -OPEN AIR I MICROWAVE COUNTER PLAN•YOBI WALL ELEVATION -OPEN AIR I MICROWAVE COUNTER z Q °°~ Ind 4 3 2 1 w w SCAM:11tr =1'-0" SCALE:IUY =1'.0" SCALE:11r =1'-A" SCALE:Itr =I'.o" CL w ._. O QW.. I _ I I I PAINTED GYP SOFFIT. — PROVIDE CONTINUOUS PLYWOOD SPACER,ON TOP OF FRAMED BOX BEAM,TO MATCH GYP.BOARD THICKNESS AS SHOWN. MIN 5 mm RESYSTA VENEER TO MATCH EXTERIOR APPLIED TO FRAMED BOX BEA'". INTERIOR DESIGN t = i 1814 Hendricks Ave /f r , Jacksonville, Florida 32207 1 904•854•2402 1 � i � t/(r' \/� k ` ( j � � ''] j \ `• ` ` I I 1 j i f � 1 1 � FL License 1B. 26001180 IN ft E a c�...� 1s 1s lo 00, l 1.$w w 11w w 1. w 2 4 CARRIAGE BOLT WITH%8"SPACER BETWEEN STEEL BEAM AND WOOD BEAMING O - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL STEEL BEAM PAINTED F –I CHARCOAL. Cy ,zo iEo I 1 1 ENLARGED DETAIL-MARKET EXPRESS TRELLIS -- 3 I II SCALE:3" =1'-0" 0 II '` J C ) LL.— I � � w if ` /0 M W i cU = I W ° I o IF�10I t 00 w - - - - - —li- - - - - - - - - - - - - - - - - - - - - - - — — J Wm DD I IIi TU � t 11177 110111111, 3 it w_ Lu z !! _ '' z U W 0 II li 0- 1 II Nil F if to "° i I- - - - - - �4 - - - - - - - - - - - - - - - - - - - - — - - J `f RECESSED BAND OF SPECIFIED MOSAIC TILE. r CV iv ii ih If ih PAINTED GYP.BOARD SOFFIT FRAMED WITH ! METAL STUDS. i t „�; :i !I i= CONTINUOUS PLYWOOD SHEATHING,SAME WIDTH AS BOX BEAM,TO MATCH GYP.BOARD " Ii !i K THICKNESS,ATTACHED TO TOP OF BOX _ {{ e M�� r it o It o 1 BEA . >I li CARRIAGE BOLT WITH%g"SPACER,SEE 1 rte_ \ , 1 I'rlltrt ! r, �f� t�E� Efri 1 tr 11`,/ t �;ri'f �1'1r1} 1'YM .,JN ENLARGED DETAIL ABOVE. t I1 lrf l? l 11 �i l z 1i. Q w 1 II { 2 °' C x - _ II II _ Ix W 1-- Z w crier l! cwt Ij c xo wLL er 5 mm RESYSTA VENEER APPLIED TO BOTTOM, w o = z SIDES AND FRONT FACE OF BOX BEAM. � � Z v �.., Z Qwl— II If 1' pw r�11w w 1r 1w QT —jQ0 (n -V -� Z U = = O 2 Ij ? W � w � Lu � Uzw � a' z if I –I oWofn`. wz � ,I O I wz C W � w iu- u- w - - - - - - -{- - - - - - - - - - - - - - - - - - - - - - - - — - - � _ roozo � a RILL HOLES TO ACCEPT CARRIAGE BOLT FASTENERS AS SHOWN,TYPICAL. ifi i crier �� cr`)►et chtet I► � ii .r t+7 I? —STRUCTURAL STEEL I-BEAM/COLUMN PAINTED CHARCOAL. —t,- - - - - - - - - - - - - - - - - - - - - - - - - — - - - = I F - 110 it° --DASHED LINE REFERS TO 5 mm RESYSTA L — — _ _ — - - — — — — — — J VENEER CLAD BOX BEAMS ABOVE. ll II it �I to i! 0 i. W to lit �4 I� I; W CN6 1"- ■ CO= W (V 0 0 U") W 0 1 L L 7o ;7N Fn 4&CIO, _ W0 0� ENLARGED PLAN -MARKET EXPRESS TRELLIS SECTION -MARKET EXPRESS TRELLIS v W 00- SCAM: 4 314" =1'-0" SCAt.E:31� =1'-0" 1 i f f f1 I DESIGN MIND. INTERIOR DESIGN SOLID HATCH REFERS TO BACK WALL OF "ALWAYS FRESH PROVIDE BLOCKING TO RECEIVE BOX BEAM f AD 1814 Hendricks Ave I FASTENERS. JacksonviIle, Florida 32207 CONTINUOUS PLYWOOD SHEATHING,SAME WIDTH AS BOX BEAM,TO MATCH GYP.BOARD 904.854.2402 THICKNESS,ATTACHED TO TOP OF BOX / \ , • Bim. FL License IB. 26001180 / CARRIAGE BOLT WITH t "SPACER,SEE ENLARGED DETAIL ABOVE. - _ 5 mm RESYSTA VENEER APPLIED TO BOTTOM, �' SIDES AND FRONT FACE OF BOX BEAM. / ' = / `�'� `' ' / \ C) X_ 1 ra LL CONNECTOR PLATES EACH SIDE AND / F / ,• /�� / / DIAMETER THRU BOLTS AND WASHERS. /. �' : ,-' LU r- / STRUCTURAL W6X12 STEEL COLUMNS AND ATCHARCOAL. w . BEAMS POWDER COATED / F� o 00,0� ' LJLJ M /,- U � Li TT Lu Q O . = /ter/ CL >< —CONTINUOUS VENEER PLYWOOD ATTACHED / ,v - ,• --k` i .. 4 TO TOP PLATE OF BOX BEAM TO MATCH I THICKNESS OF GYP.BOARD. _= 2X TOP PLATE. AZ �l !- a ® � STEEL BASE PLATE WELDED TO BOTTOM OF W6X12 AND SECURED TO CONCRETE FLOOR SLAB WITH(4) "DIAMETER X 5"LONG SLEEVED EPDXY ANCHOR BOLTS AND // / .� "f- t- -� J WASHERS. / � ! Z � Q0W Lu W �\' D 01— CC CK �. w LL \\ I 4 ave ; o0vn � J o \ I z ¢ zw � m \ I BOLT. I w oc �.- a z_ w \ ¢ > � M < Z � \ II OWWWZIw- Z Fes- (� \ I I = u.co u- wM w STEEL WASHER. t- 0 0 z 0 �� o E l \ 2X BOX BEAM WITH HOLE DRILLED TO RECEIVE FASTENER. CARRIAGE BOLT FASTENER WITH�e STEEL / \ \ WASHER/SPACER INSERTED THROUGH .- , !� f � ' \\ \ \ \ PRE-DRILLED STRUCTURAL I-BEAM. I 5 mm RESYSTA VENEER APPLIED TO SIDES, / BOTTOM AND FRONT OF BOX BEAM. MATCH \ EXTERIOR FINISH. m � I Z > 1 I I I I I:I 111:1:1 1.1:1 I I I I:I:I I I 11 f:l:l \ :I:I:1:1:11:1 1:1.1:1:1.1: i 11:1 1:1:1:1..-i:l:l I I IA 1 - :f:l:l - :I:1 I I:i:l 1:1:1 -l:t:l:t:l:i: it \ \ m V L CO Z © W \ Q CV •�� \\ LO F- ■ t0� 0 N O LO M p � m F. - _ ENLARGED EXPLODED ISOMETRIC DETAIL-MARKET EXPRESS TRELLIS OVERALL EXPLODED ISOMETRIC-MARKET EXPRESS TRELLIS _j O m 2 1 w vw - sca.E:11/2' =1'-0" Sr,Au.E:i =r�" t— ....�. 00- - f DESIGN MIND. SS-3 SOLID SURFACE ADHERED INTERIOR DESIGN TO TWO LAYERS OF MARINE GRADE PLYWOOD. VARIES REFER TO EN ARCED ELEVA 2X2 PRESSURE TREATED FURRING,LOCATED AT EACH MTL ��' 1-11 • STUD AS SHOWN. 1814 Hendricks Ave 2Ys"MTL STUD FRAMING SECURED • Jacksonville, Florida 32207 — — — TO CONCRETE SLAB. — — — — — — IX 904.854.2402 1X4 PRESSURE TREATED FL License 1B. 26001180 FURRING RUNNING HORIZONTALLY. C4 co `""° \ "X W X 17L NATURAL FIBER \ SOLID DECKING ATTACHED WITH , COUNTERSUNK STAINLESS r \ \ SCREWS. DIAGONAL STUD FRAMING, \ \ ALTERNATE DIRECTION EVERY \ OTHER STUD LOCATION. . , N4"X 23/4 X 12'L NATURAL FIBER Am SOLID DECKING ATTACHED WITH b o COUNTERSUNK STAINLESS me + -4, d.. SCREWS. ' - - - - a - ♦d - - v a d t ' d•, , .. SET METAL STUD TRACK ON C) DRAINAGE MESH. M SECTION SECTION SCAMI'm =1'-0' SCALE:1" =1'-r LL Q LL W < w M 0W w . . 7. 1. 1" J. UJ m 0 ca w 8 14 14 8� 2 TT z s • uj zz F� )V X 8"X12'L SOLID DECKING. z I-- <t <t W COUNTERSUNK STAINLESS • -j * j O STEEL SCREWS,SPACED = �-- 1-""" 0 EVENLY AS SHOWN. Q _ r 3/4"X 23/a X17L SOLID DECKING. I 5.b 14« 1'-88" 14" J ❑ ' . fel •il YSLEI ATION TYP4 t�• °. CALE:1 1 I I 2 • ID5.6 SS-3 SOLID SURFACE BENCH l TOP. J ZM ¢ Ow 2ac=iya x Xw z z = < Wl3: 0 Z ~ J > > 0 _ t*: ❑ ( QQ0X: o _ N Z w w 0 0zw101: D" z o ,>r� ww (Lwz wwwzr- 0 I=— ooz410 15-1 1 ID5.7 , I BENCH PLAN 3 6 8 1�I w Z 4 4 s " 0 -r�r - • • • • • • • > 5 w Im8 �`I'd' r " • • • • o • s o • C • {(� 3 ID5.7 • • = A �► co z a w 1-1 1'-107' 1'-107" 1'-107" 1'-1 a7" 1'-107" 1'-1 7" — 1'-107" 1'-10?" 11" CIO, J_ N 4 8 8 8 8 8 0$ 8 8 4 CIO, Q � �D 15'-�3" V'/�� E"" N d "8 w LOCr.0 w BENCH ELEVATION PLAN Z a W 2 1 w Uw SCAM I' =1'-0' SCALE:Iw =1'-0" m 00- DESIGN !MIND. INTERIOR DESIGN 1814 Hendricks Ave Jacksonville, Florida 32207 904.854.2402 —SS-3 SOLID SURFACE BENCH FL License IB. 26001180 TOP. 16 s (V M N 101 4 DC 0 ASBENCH PLAN 0 - j 4 w U. E:I" =T-r w Q M 0 c) c� D w Fimio.=r�roo w C400m �. . Z o • • d0 • . �- Zxr v J•r- e-N � O (D < 11w r_11w 2._11w 2._11w 11 4 8 8 8 4 �w 4 BENCH ELEVATION 3 � . SCALE:1w =11-r J. •� l 1T: SS-3 SOLID SURFACE BENCH TOP. :a zW0w ww = = - COL U) x Cr- 01 WUL co wZ � so Z = QVI— Z T 00 01: ccoo z � w 'Swp ow ZwfLLZ '� 7 � ooQZ � cnuwiowaw� ` U- u.- Wcr � w � 00z0a 20r-� i BENCH PLAN 2 SCALE:1w =1'-0" 8 14 14- z =rcr O co 5 {o s w r • . . . . . • • C j ap • =1CV s I'Kt s N 0 0 . • • o o . • • • o s co .1 (0 z 11w 2.rtIw r 1w 1w 2-G1w �.1w r,�1w 2'-01- �,1w 2e 1w 2� 1w 11w C LV 4 4 4 4 4 4 4 4 4 4 - J �' N 0� Q �; Ir 20'- �''/• C� w o u7 C'0m 'off- 02 BENCH ELEVATION w v W SCALE:1w =11.r PT-1P -2 PT PT THREE DIMENSIONAL YOBE 3'-4 1/2" ,�1 GRAPHICS & SPHERE BY � MIN � 2 OTHERS. SECURE FROM 2f—(L3.11or #47" UNDERSIDE WITH S. STEEL 4 THREE DIMENSIONAL YOBE 8 SCREWS THROUGH METAL GRAPHICS 3'-7$" opPLATE. INTERIOR DESIGN SNEEZE GUARD BY THE O SNEEZE GUARD BY THE SNEEZE GUARD COMPANY. SNEEZE GUARD COMPANY. 1814 Hendricks Ave SECURE TO COUNTERTOP e e SECURE TO COUNTERTOP BELOW. BELOW. Jacksonville, Florida 32207 'V_ Ac==%r-=�� 904.854.2402 C60FL License IB. 28001180 SS-1 SOLID SURFACE SS-1 SOLID SURFACE COUNTER COUNTER F---1 r _ --DOUG MOCKETT MG1 SATIN " O O O DOUG MOCKETT MG1 SATIN ALUMINUM GROMMET LINER, IN ALUMINUM GROMMET LINER, SS-1 BASE CABINET. EQUALLY SPACED AS SHOWN. t PLAM ACCESS DOOR. FALSE PLAM DOOR. - o © o 0 N N DRILL 2" DIAMETER HOLES 3" N N DRILL I" DIAMETER HOLES 3" O Q.C. CONTINUOUSLY AROUND O.C. CONTINUOUSLY AROUND M PERIMETER OF MILLWORK PERIMETER OF MILLWORK FOR VENTILATION, FOR VENTILATION, �-•� Q ARD WOOD BASE HARD WOOD BASE I r PAINTED SATIN BLACK PAINTED SATIN BLACK "'oo 2'-7" " " r-7" 0 LL 411 Q .. > 8017 M YOBE MILLWORK-SECTION YOBE MILLWORK-SECTION 0 W V 5 4 --I << coo Fum o m m w W m � 2 I LL U z)F- " THREE DIMENSIONAL YOBE F _ Z uni z Z 100 3'-4 1/2 -42GRAPHICS Q U< w THREE DIMENSIONAL YOBE < J J O GRAPHICS I-- (D Q Q SNEEZE GUARD BY THE0O0 SNEEZE GUARD BY THE SNEEZE GUARD COMPANY. SNEEZE GUARD COMPANY. SECURE TO COUNTERTOP a0SECURE TO COUNTERTOP = BELOW. - BELOW.njj::� SS-1 SOLID SURFACE V100 SS-1 SOLID SURFACE ��e4 COUNTER . COUNTER SS-1 SOLID SURFACE 1/4" SS-1 SOLID SURFACE Y4 -R THICK BASE CABINET. THICK BASE CABINET. %$ " O ® ---DOUG MOCKETT MG1 SATIN --DOUG MOCKETT MG1 SATIN O O ►, ' 3 f o ALUMINUM GROMMET LINER, IN ALUMINUM GROMMET LINER, IN PL-2 SS-1 BASE CABINET. SS-1 BASE CABINET. o = PL-3 DOUG MOCKETT DP135 MATTE o DOUG MOCKETT DP135 MATTE o CHROME PULL. o CHROME PULL. w N PL-1 N N zw ¢ pw ALTERNATING COLORED PLASTIC ALTERNATING COLORED PLASTIC a = w CL LAMINATE STRIPS. EDGE DOOR WITH LAMINATE STRIPS. EDGE DOOR WITH °� z w PL-4 STAINLESS STEEL TRIM. STAINLESS STEEL TRIM. Cl) w Q W i o F _ Z F- 0 6 zi-T ARD WOOD BASE ARD WOOD BASE D9o Twa Sw. � -?'PAINTED SATIN BLACK PAINTED SATIN BLACK zdz1o� F- " _ 2'-7" " --EQ----- ' -> �? m Q z g w " , " uO cn n � wwwz � 3 -1 = � L Lww 1~ 00z0a YOBE MILLWORK-ELEVATION YOBE MILLWORK-ELEVATION 3 2 ' SCALE:1" =1'-0" SCALE:1" =1'-0" i 711 x_13" 1 711 1 SS-1 SOLID SURFACE C ---- --- _� - ------------ -------- COUNTER.FINISH LEGEND -- �i - n PLA MFR.: FORMICA PLA MFR.: BENJAMIN MOORE PRODUCT NO.: 6902-MC NO.: 1386 ;; �+�� LOCATION OF SNEEZE COLOR.: GRENADINE COLOR.: PURPLE RAIN 6 DIAMETER OPENING FOR �� I�i 0 GUARD SUPPORTS I TRASH BELOW i r FINISH.: MICRODOT FINISH.: HIGH GLOSS z PL-2 MFR.. FORMICA PL-2 MFR.. BENJAMIN MOORE , , p PRODUCT NO.: 949-MC NO.: 2088-20 �� o .0. % ; cf) COLOR.: WHITE COLOR.: COUNTRY LANE M ;' 0 > t FINISH.: MICRODOT FINISH.: HIGHGLOSS ROP-IN COLD PANS BY > ;; r OWNER. COORDINATE PL-3 MFR.: FORMICA PL-3 MFR.: BENJAMIN MOORE '� Q ;� DIMENSIONS PRIOR TO PRODUCT NO.: 6903-MC NO.: 1356 ;' ; Ili FABRICATION. _ COLOR.. CASSIS COLOR... FASHION ROSE OCATION OF RECESSED -------------- n FINISH.: MICRODOT FINISH.: HIGH GLOSS L►'-'�--------------- - I, z_ --- - - -------------_-------------- -----=-------- BASE ------------- -------------- i PL-4 MFR.: FORMICA PL-4 MFR.: BENJAMIN MOORE —' co Z PRODUCT NO.: 6901-MC 202& 0:. NO 1 > w COLOR.. VIBRANT GREEN COLOR.. IGUANA GREEN WCO U C' FINISH.: MICRODOT FINISH.: HIGH GLOSS ,�1„ (�� N O Z YOBE MILRK-PLAN PLAN Q w � 0 LW 2 �' SS-1 MFR.. CORIAN J m H COLOR.: GLACIER WHITE SCALE:1" =1'-0" mem*t 0 THICKNESS.: Y2" HORIZONTAL, %4"VERTICAL O OW Oa I —THESE AREAS OPEN AS SHOWN , FOR LID STORAGE MINIX #4" `�°° I II I I 11 I I II I –THESE(6)AREAS ACCESSIBLE II I ~�•0 ( II I I II I I �I I FROM FRONT FOR SUGAR INTERIOR DESIGN PACK.ET STORAGE 411 I- jj I iL- �A CT" 4" 1 3« 1 3�« 8« 3« 3« 4« 1 3« 1 " 4« 1 3« 1 3�« 8 8 8" 3�« 1 3« 1 4 1= OP L-3 (CHARCOAL) PLASTIC 1814 Hendricks Ave 8 8 LAMINATE SURROUND 2" 1'-18« 2« �„ 2« 1,_18. 2« OF Jacksonville, Florida 32207 2' 8 2'-88" = SOLID SURFACE 904.854.2402 COUNTERTOP SS-1 FL License IB. 26001180 COFFEE PREP MILLWORK-ENLARGED ACCESSORY ELEVATION WP-1 DOORS 9 o o SCALE:111r =1-0" _ ' N N _PLEXIGLASS STORAGE FOR COFFEE LIDS,TYPICAL.LIDS SHOWN FOR COORDINATION PURPOSES oDo oho oDo oho oDo oDo oDo o ONLY. 00% 00% o®o 00% o®o o®o o®o o®o PL-3(CHARCOAL)PLASTIC LACK PLASTIC LAMINATE LAMINATE SURROUND RECESSED BASE Q 3«�1 3« 1 3« 3« 3« 3« 3« 1 3« 1 3« 3« 1 3« 1 3« 3« 3« 3« 3. 1 3" 1 3« 1" 1" 1" 1" , 1" , 1" f 8 8 Z'� 4 8 4 4 8 LEXIGt.ASS STORAGE FOR 4 4 4 1" 4 4 4 1« 1'_18« 2" 4" 1« 1'-18" 2" SWEETENERS. 61-%V2" �_ 1' I Q 5„ 5„ COORDINATION PURPOSES r�8 Q r_8 ONLY. O 0j COFFEE PREP MILLWORK-ENLARGED ACCESSORY PLAN COFFEE PREP MILLS-ELEVATTION LL SCAI.E:1lir =1'-0" SCALE:1" =1'-0" ` = M 0W � o ---PLEXIGLASS —I Q CONDIMENT STORAGE D W . . ; 3IN PL-3 (CHARCOAL) 3' 01 F� o m 6C r PLASTIC LAMINATE 3 5 1" 5" 3" w m m " 1' 1' " 4" 2'-88" 8 2 4 PLEXIGLASS STORAGE (� SURROUND CONTAINERS �.— � Z 1DL-3 (CHARCOAL) W Z z �-- Mb�r chbet PLASTIC LAMINATE _�r �-- Q <t W f _ 6" DIAMETER SURROUND -1 " L-3 (CHARCOAL) PLASTIC J ..-I � OPENINGFOR � 1 LAMINATE SURROUND Q O TRASH. WRAP SOLID Q <C o_ SURFACE ALL SIDES. ` - SOLID SURFACE SOLID SURFACE COUNTERTOP SS-1 COUNTERTOP SS-1 SOLID SURFACE COUNTERTOP SS-1 WP-1 FIXED PANEL WP-1 DOORS s h 0 o WP-1 DOORS o 0 0 0 0 ACCESS PANEL ' kv ir BLACK PLASTIC ,a. LACK PLASTIC . LACK PLASTIC LAMINATE 11 1 LAMINATE LAMINATE RECESSED BASE " " RECESSED BASE " " RECESSED BASE 1'-a1" 1'-01" 1'-0I" 1'-a1" 1'-01" 1'-a1" 1" 1" 4 4 4 � 1" 4 4 4 2- 2 2-92 -32 zw = pw D0 � � x u.' F-- a. o �' wWu_ CO tomo Z H Q U z COFFEE PREP MILLWORK-SECTION COFFEE PREP MILLWORK ELEVATION COFFEE PREP MILLWORK-ELEVATION z o 6 5 4 � o 'o = 0) (j ooG _ -- _j SCALE:1" =1'-0" SCALE:1* =1'-0" SCALE:10 =1'-8'" 0 Q z a � --J ___PLEXIGLASS z w a z w M W w 0 CONDIMENT STORAGE < 5915 < z2 wz 3' IN PL-3 (CHARCOAL) 3' N a w z 7.41 PLASTIC LAMINATE " " o o z o o = U. u_ wa �= w 40 SURROUND 100 l " SOLID SURFACE = L-3 (CHARCOAL) COUNTERTOP SS-1 `%V PLASTIC LAMINATE — PL-3 (CHARCOAL) PLASTIC LAMINATE SURROUND SURROUND _ DROP-IN COLD PANS _ ------------------------------------------------------ -------- BY OWNER. - SOLID SURFACE LOCATION OF RECESSED BASE % COORDINATE COUNTERTOP SS-1 f DIMENSIONS PRIOR I EXIGLASS STORAGE CONTAINERS 00 00 o 00 � o0 00 00 00 TO FABRICATION. WP-1 FIXED PANEL , DROP-IN COLD PANS BY OWNER. _ I Ir --------------------„�------- ---------- ' COORDINATE DIMENSIONS PRIOR TO 0 o WP-1 DOORS �? i� ►; z FABRICATION. N NN N i ii i to ACCESS PANEL 00 00 ” DIAMETER OPENING FOR TRASH w 00 (_) (_) 100 --------------- SOLID SURFACE COUNTERTOP SS-1 i �. LACK PLASTIC Z. BLACK PLASTIC L----------- ---------------------------------------- ---------- 1 LAMINATE LAMINATE 1" 1 RECESSED BASE " " RECESSED BASE 24" CD � H 2 8 1'-35" 1`-101" 1'-101" 1'-35" 0s co z 2,_91" 2._91" 8 4 4 8 DIC` Z W 2 2 -6" I�`�,r N C' CL Co L u cc N O COFFEE PREP MILLWORK-SECTION COFFEE PREP MILLWORK-ELEVATION COFFEE PREP MILLWORK-PLAN 0. 0 Ulm) W 3 2 1 W ~ m � { SCALE:I lir =1'-0" SCAM:I lir =1'-0" WAL.E:1" =1'-0" � � 02 I Qw V W u W 0 o_ MIN PLASTIC LAMINATE "FINS" (PL-2 RED) PLASTIC LAMINATE"FINS" (PL-2 RED) INTERIORESIGN N P PLASTIC LAMINATE LOW � _ PLASTIC LAMINATE LOW PANEL. 1814 Hendricks Ave PANEL.(PL-4 BLACK) CV — OWNER FURNISHED EQUIPMENT = PL-4 BLACK Jacksonville, Florida 32207 SOLID SURFACE SOLID SURFACE COUNTERTOP 904.854.2402 N COUNTERTOP(SS-1) (SS-1) FL License IB. 26001180 ILI) PAM, STAINLESS STEEL DOOR i — — — — — -- — -1 FRONTS = STAINLESS STEEL STORAGE co ,— DRAWERS P COORDINATE INTERIOR OF N CABINET WITH OWNER. BLACK PLASTIC LAMINATE BLACK PLASTIC LAMINATE RECESSED BASE RECESSED BASE 2-3-s" 4" 1'-11w 1��" " 2.4" 2� 1" 2•-6�" 211" " 2,_2" 2_� 2.14 4 4 4 M 8" 14+fi8 " TWA Q ROLLER GRILL MILLWORK-SECTION 6 ROLLER GRILL MILLWORK-ELEVATION (� SCALE:314" f-0" 5 SCME.314" =1,.r o U. 6 Woft ID5.10 > c� 0 Lu V QC PLASTIC LAMINATE "FINS" (PL-2 - RED � p L1.I % F-- m ® uj PLASTIC LAMINATE "FINS" PL-2 a �"� ( a0 RED) � F— z Wz z NNPLASTIC LAMINATE LOW PANEL. �-- Q Q W --- - (0 _ - - PL-4 BLACK '� J "j O F— � Q � N SOLID SURFACE COUNTERTOP N I 1SOLID SURFACE COUNTERTOP -I -1% _ (SS-1) _ 1 (SS-1) 0 P-1 DOORS = O 0 �O a/ —STAINLESS STEEL STORAGE DRAWERSMARMING DRAWERS j LACK PLASTIC LAMINATE LACK PLASTIC LAMINATE RECESSED BASE 6m RECESSED BASE ^4 211 " 3'-10" 2" 21_21 AV EE Q ,_8" 14'-4 " zitQ0W ROLLER GRILL MILLWORK-ELEVATION w w = _ a 4 ROLLER GRILL MILLWORK-ELEVATION D o Z W SCALE:314" =1'-0" 3 a-,- a. o -- w u. SCALE:314" =1'4" z w Q v ~ z ' Z F- cj=) 0 J PLASTIC LAMINATE "FINS" z Q z _ w Sc� zLi 1015.10 (PL-2 RED) Q '> � mQzm Www mwz RECESSED TRASH w v o> ?0 EEoozo � c, PLASTIC LAMINATE "FINS" (PL-2 I PLASTIC LAMINATE "FINS" (PL-2 RED) N � aRED) 84 84 I � N N FRESH SOLID SURFACE COUNTERTOP 010011� CONDI (SS-1)TYPICAL i N SOLID SURFACE COUNTERTOPO O O O PLASTIC LAMINATE LOW PANEL. (SS-1) oo TBD i ID5.10 = P-1 DOORS ID5r4 .1 _ '^ T r^ O vJ tVIN 0 oIN HOT DOG ROLLER GRILLE ON Cf) N SOLID SURFACE COUNTERTOP w drIT LACK PLASTIC LAMINATE RECESSED BASE 2" 3'-10" 2" •_8" 21_2" " 10'r 25" " 1,-6 8 A 85 A 85 n z (0 z 04P z o LLI �i o G N 0 UNDER UNDER Ja CO N � ID5.10 0A Cd W • 1'' LJ w ROLLER GRILL MILLWORK-ELEVATION Ce� im 2 ROLLER GRILL MILLWORK-PLAN J z SCALE:314" =1'-0" 1 SCALE:3W =1'-0" U W O �. i i 1 - I i MIN • 1 i I INTERIOR DESIGN ill �l�J ® � / ED ��1J V1 f - PT-1 PT� PER FLORIDA BUILDING CODE 703.4.2 �$14 Hendricks Ave 'SIGNS WITH TACTILE CHARACTERS Fl SHALL BE PERMITTED ON THE PUSH Jacksonville, orida32207k SIDE OF DOORS WITH CLOSERS AND 904. WITHOUT HOLD-OPEN DEVICES." 854.2402 FL License IB. 26001180 v -- Gou E I � IL ELEVATION -MEN'S RESTROOM ADA SIGNAGE ELEVATION -WOMEN'S RESTROOM ADA SIGNAGE 6 6 SCAL.E:1W =1'-0- SCM E:114' =1'-0- CD M w OC � o � o LL . u.s , - , _ w u n r, 5 , ; IAN wv " x00 4:7s s__ _..._.,. __ .-. ... .. ..- s . S TYPE A. ENTER n_ NI BEL OPENING ALIGN W OW G WITH ., AL , t .: x x _ ..,. .. ....E ._ .. � ;. x. _ ...... .._...;ate ...... s. .. ADJACE DIFFUSERS. _ NT h AZ 9 v^ E: `i 1 _.W « ,,.,.+r'. ,.,, ..,. :::4. < ;,b=._-u$ .�-. fir; ,c. - si� ,,"-, '- _4..� .x� ,, C`■ F� w { SIGN TYPE B.CENTER ON k O > I£ OPENING BELOW,ALIGN WITH . E`rE ADJACENT DIFFUSERS.. ................. .................................. ................. ......................... .................................. ...................... _. .. - h .......... z a ............ .._. „ x ? , T e ti ..r.... .... '1-r : ._.r.„:.,,< _._ " :p.>.. `* :: :'-iii f,. •' .............................. _............... 4 .._:....,., ..,t^>.. .,.::ate .. _,f .. : a•>. _ _ .... ............... ................................... , - ELEVATION-MEN'S RESTROOM WAYFINDING ELEVATION-WOMEN'S RESTROOM WAYFINDING 4 3 �� SCALE:114' =1'-0' SCALE:U4' =1'-0” �%Ne' v I Lj Lj Lj — — --T --, .66 G6 Ozja0WW Lu I UT Lmr AREA NO. M a d X RECENMAREA � O 1- O uj SEMNUIT DATA � a a z w w CO) ui Z0 = O ROOM Q: Z F' (5 0 Ne s a - i I co 0 C* � OZ0irE s � -�� a z -- w --------, ,.. W g WO i------- PREP SUPPORT I I I I I- __ I NREEUR i---------J a V z W Z Z ro r----------� L--------1 �� COOLER NO 1. r---------� 0 OC co tat z WWwz L'3 a - 1 f COOLER NO. = -----__..� Cl) LL 0 w a w MIA M MEN ! SIGNAGE TYPE:A SIGNAGE TYPE:C SIGNAGE TYPE:E SIGNAGE TYPE:G I 14'DIAMETER,BLACK MATTE FINISH ADA APPROVED GRAPHICS,FONT,AND BRAILLE ADA APPROVED GRAPHICS,FONT,AND BRAILLE ADA APPROVED GRAPHICS,FONT, D BRAILLE i APPLIED STAINLESS STEEL LETTERS 8'DIAMETER,BLACK MATTE FINISH 8'DIAMETER,BLACK MATTE FINISH 8'DIAMETER,BLACK MATTE FI ISH , MOUNT TO SOFFIT,CENTER ON OPENING APPLIED METALLIC SILVER VINYL LETTERS APPLIED METALLIC SILVER VINYL LETTERS APPLIED METALLIC SILVER VWYL RS ALIGN WITH ADJACENT DIFFUSERS MOUNT TO DOOR FACE,4'-e AFF TO CENTER MOUNT TO DOOR FACE,4'-6'AFF TO CENTER MOUNT TO WALL ADJACENT TO CENTER ON DOOR WIDTH CENTER ON DOOR WIDTH 4'-W AFF TO CENTSL]FMAI&E 11— / . . 0 VEST"NO.2 � NEiTOME NO.1 C ® O � OA ® C i Q ------------- 0 . 0 Z ,Q ° O N � s s CD QDLU um" `c+ _ — — -_ uISI," f CHASE ` `` / i \\ - tV 4 / \ SALES CHECK OUT AREA SIGNAGE TYPE:B SIGNAGE TYPE:D SIGNAGE TYPE:F SIGNAGE TYPE:H Q / 0 to 14'DIAMETER,BLACK MATTE FINISH ADA APPROVED GRAPHICS,FONT,AND BRAILLE ADA APPROVED GRAPHICS,FONT,AND BRAILLE 8'DIAMETER,BRUSHED STAINLESS EL FINISH • ` ` f w z APPLIED STAINLESS STEEL LETTERS 8'DIAMETER,BLACK MATTE FINISH 8'DIAMETER,BLACK MATTE FINISH APPLIED BLACK VINYL LETTE S Q04$ (' r,w MOUNT TO SOFFIT,CENTER ON OPENING APPLIED METALLIC SILVER VINYL LETTERS APPLIED METALLIC SILVER VINYL LETTERS MOUNT TO DOOR FACE,4'-6'AFF CENTER ALIGN WITH ADJACENT DIFFUSERS MOUNT TO DOOR FACE,4'-6'AFF TO CENTER MOUNT TO DOOR FACE,4'-6'AFF TO CENTER CENTER ON DOOR WIDTH i wp mw D �� Z `►_ N ALIGN WITH SIGNAGE ON OPPOSITE SI OF DOOR. �, �� ri "" `P ® �� �� -> O ■ U CENTER ON DOOR WIDTH CENTER ON DOOR WIDTH ii ri ei lr 1t >> �� 1�G�\ �� (n %140 Jj it !1 1f If it 11 11 1I �� it \k ,L — �� w ((_ 11 rr II II II it II 11 11 SS_- -'�T \t 1ti �� V _O ( SIGNAGE SCHEDULE u ,, '''= - 1f _�� KEY PLAN u 71'- 1= --�L_-IL-_i� ll-- --11--�� -_� -- -_" _- t� ,t v �' 02 f 2 1 - w �-- SCALE:11/2' =1'-0" SCALE:IIS" =1'-0' �' it irr ri �� 1i I I I I 1I iI f I t1 ii it �i► ~ V w T U 1r !1 11 11 11 11 II 11 t1 ll Z U U t! !1 ii it It 11 11 91 tt O r FINISH SPECIFICATIONS � rAI~AW , lumm ACOUSTIC CEILING TILE WALLCOVERING MIN • ACT-1 USG CEILINGS PRODUCT.ECLIPSE CLIMAPLUS CLYDE DENNING WC-1 DESIGNTEX PRODUCT:3M DMOC ARCHITECTURAL FINISHES EDGE:FL (904)883-3977 COLOR:ME-1435 PANEL SIZE:24"X 24'X 314" NOTE:WRAP TO INSIDE CORNER INTERIOR DESIGN CUSS:CLASS A LOCATION:COOLER DOOR SURROUND ITEM NO.:76975 NRC.:.70,CAC.:35,LR.:86 PLASTIC LAMINATE 1814 Hendricks Ave COLOR:WHITE PL-1 TBS D Jacksonville, Florida 32207 GRID:FINE NE OXF,FLAT WHITE TRIM:COMPASSO 8"STEEL TRIM PL-2 PRINTAABET LAMINATI PRODUCT:431 RED 904.854.2402 FINISH:VIA 12 BRUSHED ALUMINUM FL License IB. 26001180 LOCATION:FLOATING SOFFIT @ CASH WRAP PL-3 NEVAMAR PRODUCT:S6054T WROUGHT IRON CERAMIC I PORCELAIN TILE PLA WILSONART PRODUCT:1595-60 BLACK CT-1 VOGUEBAY PRODUCT:EVERQUARTZ TILE MARKET OF SAN MARCO COLOR:MOONSTONE SHIRLEY FORD(904)854-0747 SOLID SURFACE FINISH:HONED SS-1 CORIAN COLOR:DOVE (800)426-7426 SIZE:24"X 24"X 318"THICK EDGE:SLIGHTLY EASED MATERIAL:THROUGH BODY PORCELAIN SIZE:13MM GROUT:MAPEI FLEXCOLOR CQ Q LOCATION:GENERAL FLOOR SS-2 CORIAN COLOR:NIGHT SKY (800)426-7426 M EDGE:SLIGHTLY EASED N CT-2 VOGUEBAY PRODUCT:EVERQUARTZ TILE MARKET OF SAN MARCO SIZE:13MM COLOR:NATURE SHIRLEY FORD 904 850747 FINISH:HONED SS-3 CORIAN COLOR:CONCRETE (800)426-7426 SIZE:24'X 24'X 318'THICK EDGE:SLIGHTLY EASED 0 MATERIAL,THROUGH BODY PORCELAIN SIZE:19MM _._! LL GROUT:MAPEI FLEXCOLOR CQ W Q .% LOCATION:GENERAL FLOOR STAINLESS STEEL > 17 CW) SST-1 PRODUCT:16-18 GAUGE STAINLESS STEEL Q W U J Q CT-3 ROCA TILE GROUP PRODUCT:COLOR COLLECTION CROSSVILLE TILE FINISH:#4 FINISH Cy. :3W � COLOR:0759 BLACK BILL PATIN(904)85190453 I IFO m cr- i MATERIA.:GLAZED CERAMIC RUBBER FLOORING W 00 m SIZE:3'X 6" 1 T MARKET RB- 0 MAR PRODUCT:ATMOSPHERE RECYCLED RUBBER FLOORING TRIMBLE&TRIMBLE GROUT:CUSTOM BUILDING PRODUCTS#370 DOVE GRAY COLOR:IMPACT TM204 PROM NIGHT BARBARA JO TRIMBLEI-- ~ z W Z z F- INSTALLATION:INSTALL TILES HORIZONTALLY MATERIAL:STRAIGHT EDGE MAT (407)902-5126 Q Q W LOCATION.RESTROOM WALLS COMPOSITION:100%POST CONSUMER RECYCLED TIRE Q '-j J O RUBBER SBR GRANULES �"! l"" 0 It CT-4 ROCA TILE GROUP PRODUCT:COLOR COLLECTION `"' d Q CL CROSSVILLE TILE SIZE.38"X 38 X5132" COLOR:0739 RED BILL PATIN(904)8519-8453 LOCATION:CASH WRAP FLOORING MATERIAL:GLAZED CERAMIC SIZE:3'X 6' VINYL SHEET FLOORING GROUT:CUSTOM BUILDING PRODUCTS#370 DOVE GRAY VSF-1 ARMSTRONG PRODUCT:REJUVENATIONS STONE RUN RON TITUS INSTALLATION:INSTALL TILES HORIZONTALLY LITHOS STONE (904)451-0347 #' LOCAITON:FINISH PREP AREA BACK WALL COLOR:34330 LITHOS ANDESIIE SIZE:6 WIDE ` CT-5 ROCA TILE GROUP PRODUCT:COLOR COLLECTION CR LLE TILE SEAM ADHESIVE:S-761 COLOR:0081 WHITE BILL PATIN(904)8519-8453 LOCATION:REFER TO FINISH PLAN MATERIAL:GLAZED CERAMIC SIZE:3"X 6' INTERIOR WALL SIGNS GROUT:CUSTOM BUILDING PRODUCTS#370 DOVE GRAY LOGO SIGN SIZE:42'X 42'WITH RADIUS CORNERS INSTALLATION:INSTALL TILES HORIZONTALLY DEPTH:PROJECT OFF WALL 314" m LOCATION:RESTROOM WALLS MATERIAL:FABRICATOR TO SUGGEST OPTIONS w w � =j co a FINISH:MATCH EXISTING LOGO MARK 2 o � x GLASS iILE COLOR:MATCH EXISTING LOGO PMS COLORS w coi0 GL-1 VILLI GLASS USA PRODUCT:UNMOR,GLOSSY TILE MARKET OF SAN MARCO NOTE:RECESS ATTACHMENT METHOD 11/2"FROM ALL z ci> I.- o 0 COLORS:CUSTOM BLEND SHIRLEY FORD(904)854-0747 METHOD 1112"FROM ALL EDGES OF SIGN.ATTACHMENT o -,j = v J 0033 CORN,0034 LIME,0032 MANDARIN,0031 ORANGE, TO BE CONTINUOUS AND CONCEALED.PAINT PT-1z w Z W w o 0030 RED,0045 BERRY RED,0025 MANHATTAN, TO MATCH WALL. Q v Z W °' z 7 — mQz2 0024 CLEAR GREY,0015 ICE,0018 VENICE BLUE, w m za. w z coco0Wz _ c) 0011 STEEL BLUE,0013 SHINING BLUE m = � �- wrr w SIZE:2"'X T ON 12"X 12"MESH BACKED SHEET �- o o z o o GROUT:CUSTOM BUILDING PRODUCTS#11 SNOW WHITE, 118"WIDE PER MANUFACTURER'S INSTRUCTIONS. NOTE:REFER TO CAD DRAWING PROVIDED COORDINATE WITH DESIGNMIND AND TILE MARKET LOCATION:BACK WALL RECESSED LIGHT COVE ' GL-2 TILE MARKET PRODUCT:#185396 TILE MARKET OF SAN MARCO i COLORS:CAYMAN NACAR SHIRLEY FORD(904)854-0747 SIZE:MOSAIC ON 11.81'X 11.81"MESH BACKED GROUT:CUSTOM BUILDING PRODUCTS#11 SNOW WHITE, Z 118"WIDE PER MANUFACTURER'S INSTRUCTIONS. O LOCATION:YOBI WALL co-- w PAINT ! PT-1 BENJAMIN MOORE COLOR:967 CLOUD WHITE FINISH:SATIN LOCATION:GENERAL WALL 06I H (U Z PT-2 BENJAMIN MOORE COLOR:2126-20 RACOON FUR W o FINISH:SATIN 0 04 � CC)U LOCATION:BEHIND EQUIPMENT AND INTERIOR DOORS Z N O � Wp X�w(/) W r PT-3 BENJAMIN MOORE CO-OR:967 CLOUD WHITE L,i j 'm I L� � 02 FINISH:FLAT Q W UW LOCATION:PAINT BEHIND GLASS MOSAIC O CL - T I I (PIER MARK INDICATES COMPACTED FILL AISC SHAPE DESIGNATION (FOOTING MARK SEE CONCRETE PIER SCHEDULE) OR BEARING STRADA PER ELEVATION TOP OF SLOPING BEAM END INDICATES#OF SHEAR STUDS WELDED TO SEE SPREAD SPIE ER MARK GEO-TECHNICAL REPORT TOP FLANGE OF BEAM PER GENERAL NOTES FOOTING SCHEDULE) MASONRY BEAM CAMBER IN INCHES Fn PIER SCHEDULE) AT BEAM MIDSPAN STRUCTURAL DRAWING SHEET LIST INDICATES GRANULAR FILL Pn MPn WIND MOMENT REACTION a: CANTILEVER BEAM SAME AS SO-0 COVER SHEET ------- BACKSPAN,U.N.O. SO.1 GENERAL NOTES oex wxxxx SO.2 GENERAL NOTES INDICATES GROUT IN (mq [XX]c=3/4" V_,r) SECTIONS 64 S0.3 COMPONENTS AND CLADDING /T/FTG XX'-XX" T/PIER XX`-XX" (c4c) S1.1 FOUNDATION PLAN planning INDICATES NEW CONCRETE S1.2 SLAB PLAN architecture MASONRY UNO INDICATES BRACE FRAME INDICATES MOMENT CONNECTION S1.3 INTERMEDIATE FRAMING PLAN landscape architecture FF SEE ELEVATION PER GENERAL NOTES T/PI S1.4 LOW ROOF FRAMING PLAN urban design A • ELEVATION TOP OF SLOPING BEAM END INDICATES NEW CONCRETE S1.5 HIGH ROOF FRAMING PLAN interiors INDICATES WIND MOMENT FOUNDATION LEGEND CONNECTION PER TYPICALL DETAILS ELEVATION TOP OF BEAM S2.1 SECTIONS environmental graphics S2.2 SECTIONS E= INDICATES NEW BRICK S2.3 SECTIONS ELM East S4.1 BRACED FRAMES ELM Studio STEEL FRAMING REFERENCE S5.1 TYPICAL DETAILS 1035 Kings Avenue CONCRETE MASONRY WALL --------- S5.2 COLUMN SCHEDULE Jacksonville,FL 32207 INDICATES EXISTING WALL t M2% WN Gran ' --------- d total: 15 A ELM West The Maritime Building CAST IN PLACE CONCRETE WALL SECTION SECTION NUMBER 911 Western Avenue • SCALE: 314"= V-0" SHEET NUMBER Suite 575 MATERIAL LEGEND �0_0 Seattle,WA 98104 t 206 859 6485 EXISTING WALL DETAIL 1/01Z�_ DETAIL NUMBER elm-plan.com SCALE: 314"= V-0" 1\SO.o SHEET NUMBER EXISTING MASONRY WALL 0 .•'��,,, •*'• i r*�'� cc EXISTING COLUMN/GRID SYMBOL Y ELEVATION ELEVATION NUMBER Ln SCALE: 3/4 = V-0" �SO.O/ SHEET NUMBER EXISTING CONCRETE WALL " 00 %i** >- '01:0 Uj X .010 •• Z WIND BRACING ELEVATION WALLLEGEND ALONG COLUMN LINE WIND BRACE INDICATOR rxx [,OLUMN LINE GRID LINES I NEW COLUMN/GRID SYMBOL SCALE: 3/4"= V-0" �-o SHEET NUMBER REFER TO'BRACING REQUIREMENTS"PER GENERAL NOTES SHEET FOR DESIGN REQUIREMENTS WSim K�XX Noe DETAIL CALLOUT-PLAN, --—-—-—-—-—-- CENTER LINE STRUCTURAL ABBREVIATIONS: < SECTION,OR OTHER DETAIL :>: U CONTROL JOINT/ ------------------------------- ISOLATION JOINT & AND HOF HORIZONTAL OUTSIDE FACE < # POUNDS IF INSIDE FACE Uj —r NEW BEAM FRAMING AA AFTER ALIGNMENT IN INCH(ES) XX AB ANCHOR BOLT INT INTERIOR CO WALL SECTION-SECTION NUMBER TOP/ ADDL ADDITIONAL JT JOINT zg� 1616 \SXXX SHEET NUMBER BOTTOM EXISTING FRAMING APP APPROVED K KIPS LIJ .0 U.1 VERTICAL BRACING APPROX APPROXIMATELY LE LEFT END C= �j ft ARCH ARCHITECT(URAL) LF LINEAR FEET Ic U. w ------------------------------ HIDDEN LINE BB BOND BEAM LL LIVE LOAD cc0 m m BE BOTH ENDS LLH LONG LEG HORIZ. w BEW BOTTOM EACH WAY LLV LONG LEG VERTICAL Z co XX DETAIL NUMBER-DETAIL NUMBER TOP/ MATCH LINE CL Cn \SXXX/ SHEET NUMBER BOTTOM B/ BOTTOM OF LONG LONGITUDINAL < U.1 74 WELDED WIRE REINFORCEMENT BLDG BUILDING LT LIGHT Ln BOT BOTTOM L ANGLE m (WWR) BPL BASE/BEARING PLATE (2)L DOUBLE ANGLE INDICATES MARK BRIG BEARING (3)L TRIPLE ANGLE < (SEE(SLAB/DECK)SCHEDULE) BS BOTH SIDES LTWT LIGHT WEIGHT ELEVATION SYMBOL- CIP CAST IN PLACE MAX MAXIMUM < FX_X ELEVATION NAME INSIDE/ F Ci CONSTRUCTION JOINT/ MECH MECHANICAL SHEET NUMBER INSIDE Sn CONTRACTION JOINT MFR MANUFACTURER SX00< Uj <CFSF COLD-FORMED MIN MINIMUM STEEL FRAMING MISC MISCELLANEOUS CA CAISSON MO MASONRY OPENING INDICATES SPAN DIRECTION CANT CANTILEVER NF NEAR FACE < CL CENTER LINE NS NEAR SIDE/NON-SHRINK CLR CLEAR NTS NOT TO SCALE WB-X WIND BRACING SYMBOL- CMU CONCRETE MASONRY UNIT NWT NORMAL WEIGHT BRACE ELEVATION NAME INSIDE/ COL COLUMN OC ON CENTER SX00 SHEET NUMBER INSIDE COMP COMPOSITE OR OF OUTSIDE FACE ISSUE DATES COMPRESSIBLE OPER OPERATING CONC CONCRETE OPNG OPENING NO. DESCRIPTION DATE CONN CONNECTION OPP OPPOSITE XX'-XX" GRAPHIC SYMBOLS CONT CONTINUOUS PAF POWDER ACTUATED FASTENER SPOT ELEVATION COORD COORDINATE PC PRECAST CONCRETE DL DEAD LOAD PERP PERPENDICULAR DBL DOUBLE PEMB PRE-ENGINEERED DIA DIAMETER METAL BUILDING ELEVATION/LEVEL MARK WITH DIAG DIAGONAL PL PLATE LEVEL NAME DIM DIMENSIONS PLF POUNDS PER LINEAR FOOT DEG DEGREE PSF POUNDS PER SQUARE FOOT DOCS DOCUMENTS PSI POUNDS PER SQUARE INCH DWGS DRAWINGS FIT PRESSURE TREATED REVISION CLOUD EA EACH R RADIUS EE EACH END RE RIGHT END EF EACH FACE REINF REINFORCING/REINFORCED EOD EDGE OF DECK REM REMAINDER REVISION MARK EOR ENGINEER OF RECORD REQD REQUIRED EOS EDGE OF SLAB SC SLIP CRITICAL ETR ESTIMATED TOP SCHED SCHEDULE CONCRETE MASONRY WALL OF ROCK ELEVATION Sim SIMILAR <NVx SEE SCHEDULE FOR SIZE EW EACH WAY SF SQUARE FOOT> AND REINFORCING EL ELEVATION SL SOCKET LENGTH EMBED EMBEDMENT/EMBEDDED SOG SLAB ON GRADE ENGR ENGINEER SPEC SPECIFICATION THIS DRAWING IS AN INSTRUMENT OF SERVICE EQ EQUAL so SQUARE AND THE PROPERTY OF ELM,INC.AND SHALL CONCRETE WALL EQUIP EQUIPMENT SS STAINLESS STEEL REMAIN THEIR PROPERTY. THE USE OF THIS < > SEE SCHEDULE FOR SIZE EQUIV EQUIVALENT STD STANDARD DRAWING SHALL BE RESTRICTED TO THE AND REINFORCING ORIGINAL SITE FOR WHICH IT IS PREPARED AND ES EACH SIDE/ STL STEEL PUBLICATION THEREOF 15 EXPRESSLY LIMITED TO EQUAL SPACES STIFF STIFFENER SUCH USE. ETC ETCETERA STRUCT STRUCTURAL NORTH ARROW EJ EXPANSION JOINT T TOP PROJ.#: 16-21.1 EXT EXTERIOR/EXTENDED T1 TOP OF EX EXISTING TEMP TEMPORARY DATE: 10.26.16 EXP EXPANSION TRANS TRANSVERSE DRAWN BY: SCD FAB FABRICATOR TYP TYPICAL FDN FOUNDATION U/S UNDERSIDECHECKED BY: LSS FIN FINISH UNO UNLESS NOTED OTHERWISE 011 FTG FOOTING VIF VERIFY IN FIELD OR SCALE: AS NOTED PLAN SYMBOLS FT FOOT VERTICAL INSIDE FACE GB GRADE BEAM VERT VERTICAL GC GENERAL CONTRACTOR VEF VERTICAL EACH FACE GA GAUGE VOF VERTICAL OUTSIDE FACE GALV GALVANIZED W/ WITH COVER SHEET GEN GENERAL WP WORK POINT HEF HORIZONTAL EACH FACE WT WEIGHT HORIZ HORIZONTAL WWR WELDED WIRE REINFORCEMENT HIF HORIZONTAL INSIDE FACE SHEET NUMBER ATLANTIC ENGINEERING SERVICES 6501 Arlington Eqwesmn craSididing B,Suits 2011 Jacksonville,Fl.32211 Soso PH:904.743.4633 FX:904.725.9295 AES#316-269 PERMIT DRAWINGS GENERAL NOTES 120.8 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS 300.11 CLASS"B",CASE"1"TENSION SPLICES IN INCHES, SHALL BE AS FOLLOWS: 340.9 HOLLOW-CORE SLABS SHALL BE MANUFACTURED BY GATE PRECAST. 510. STRUCTURAL STEEL PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE 3000 PSI 4000 PSI 510.1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH ANSI/AISC 100. DESIGN CRITERIA CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO SIZE TOP BARS ALL OTHERS TOP BARS ALL OTHERS 350. CONCRETE/MASONRY ANCHORS 360-05-"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."LOADS, - NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT #3 (#10) 28 22 24 19 FORCES AND MOMENTS INDICATED ARE SERVICE LEVEL AND ARE INTENDED 100.1 DESIGN BUILDING CODE: DOCUMENTS.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS ##4 (#13) 37 29 32 25 350.1 ALL ADHESIVE STUD ANCHORS FOR ANCHORING TO CONCRETE SHALL BE FOR USE WITH THE ALLOWABLE STRENGTH DESIGN PROVISIONS OF THE A. FLORIDA BUILDING CODE,2014 WORK IN A SAFE AND SATISFACTORY MANNER. #5 (#16) 47 36 40 31 "HILTI HIT-HY 200 ADHESIVE CONCRETE ANCHORS"AS MANUFACTURED BY CODE. #6 (#19) 56 43 48 37 HILTI FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT). #7 (#22) 81 63 70 54 510.2 GRADE OF STEEL 200. FOUNDATIONS-GENERAL 100.2 GRAVITY LOADS: #8 (#25) 93 72 80 62 350.2 ALL EXPANSION STUD ANCHORS SHALL BE"HILTI KWIK-BOLT 3 EXPANSION A. ROOF LIVE LOADS: 200.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN #9 (#29) 105 81 91 70 CONCRETE ANCHORS"AS MANUFACTURED BY HILTI FASTENING SYSTEMS, A. STRUCTURAL W SHAPES ASTM A992 ACCORDANCE WITH CRITERIA ESTABLISHED BY AMEC ENVIRONMENT AN D #10 (#32) 118 91 102 79 INC. (OR APPROVED EQUIVALENT). B. STRUCTURAL M,S,C, MC,AND L SHAPES ASTM A36 INFRASTRUCTURE, INC IN THEIR GEOTECHNICAL REPORT DATED #11 (#36) 131 101 113 87 C. STRUCTURAL HP SHAPES ASTM A572, 1. FLAT ROOF 20 PSF 350.3 THE"HAS ANCHOR ROD"SHALL CONFORM TO ASTM A36 STEEL,THE"HAS GRADE 50 2. PITCHED ROOF 20 PSF OCTOBER 14,2014. (AMEC PROJECT NO. 6734-14-9795) 300.12 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD SUPER ANCHOR ROD"SHALL CONFORM TO ASTM Al 93 STEEL,AND THE NUT D. STEEL TUBES(HSS SHAPES) ASTM A500, planning ACCESSORIES DURING PLACEMENT OF CONCRETE. REINFORCING SHALL CONFORM TO ASTM A563 GRADE A. GRADE B 100.3 LATERAL LOADS: 200.2 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AN �SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH E. STEEL PIPE(ROUND HSS) ASTM A500, architecture TAKE THE NECESSARY PRECAUTIONS TO ENSURE THAT THE FOUNDATtO PLASTIC COATED FEET.ALL WELDED WIRE MESH SHALL BE CHAIRED IN 350.4 THE"KWIK-BOLT 3 EXPANSION ANCHORS"STUD SHALL CONFORM TO ASTM GRADE B landscape architecture A. WIND LOADS(IN ACCORDANCE WITH DESIGN BUILDING CODE PER EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDE FOR ACCORDANCE WITH THE DESIGN BUILDING CODE. A510 OR ASTM A108 STEEL AND THE NUT SHALL CONFORM TO ASTM A563, F. PLATES AND BARS ASTM A36 GENERAL NOTE 100.1): DEWATERING AS NECESSARY. urban design GRADE A. 1. ULTIMATE DESIGN WIND SPEED(3 SECOND GUST),Vult=129 MPH 200.3 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON 300.13 ALL TIES SHALL HAVE 135 DEGREE HOOKS. 510.3 GALVANIZED STRUCTURAL STEEL interiors 2. NOMINAL DESIGN WIND SPEED(3 SECOND GUST),Vasd= 100 MPH COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL AS PER HE 350.5 ALL EPDXY ADHESIVE ANCHORS FOR ANCHORING TO MASONRY SHALL BE REPORT REFERENCED IN NOTE 200.1. 300.14 ALL FIBER REINFORCED CONCRETE SHALL CONTAIN SYNTHETIC "HILTI HIT-HY 70 ADHESIVE ANCHORS"AS MANUFACTURED BY HILTI A. STRUCTURAL SHAPES AND RODS ASTM Al 23 environmental graphics 3. RISK CATEGORY=II MACROFIBER REINFORCING SPECIFICALLY MANUFACTURED FOR USE AS A FASTENING SYSTEMS, INC.(OR EQUAL). B. BOLTS, FASTENERS AND HARDWARE ASTM F2329 4. EXPOSURE CATEGORY=C REPLACEMENT FOR CONVENTIONAL STEEL REINFORCEMENT.VOLUME PER 5. ENCLOSURE CLASSIFICATION=ENCLOSED 200.4 PER CONCRETE POLISHING ASSOCIATION OF AMERICA(CPAA) CUBIC YARD OF CONCRETE SHALL BE A MINIMUM OF 3.5 POUNDS PER CUBIC 350.6 ALL EXPANSION ANCHORS FOR ANCHORING TO MASONRY BE"HILTI HLC 510.4 ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF 6. INTERNAL PRESSURE COEFFICIENT(GCpi)= +/-0.18 RECOMMENDATIONS,SUBGRADE BELOW SLABS ON GRADE TO RECEIVE ELM East YARD ORAS REQUIRED TO PROVIDE A MIMIMUM RESIDUAL FLEXURAL SLEEVE ANCHORS"AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC) 7. COMPONENTS AND CLADDING PRESSURES:SEE"COMPONENTS POLISHED CONCRETE FINISH SHALL BE FINELY GRADED AND UNIFORMLY "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" ELM studio AND CLADDING WIND LOADS TABLE, FLAT USING A LASER DEVICE. STRENGTH OF 125 PSI. FIBER MANUFACTURER MUST PROVIDE (OR EQUAL). 1035 Kings Avenue " AND"COMPONENTS AND DOCUMENTATION INDICATING A MINIMUM OF FIVE YEARS SATISFACTORY (LATEST EDITION). CLADDING WIND PRESSURE DIAGRAM" PERFORMANCE. FIBERS SHALL BE A MINIMUM OF 1-1/2"TO 2-1/4"IN LENGTH, 350.7 THE SPACING AND MINIMUM EMBEDMENT OF POST-INSTALLED ANCHORS Jacksonville,FL 32207 210. SHALLOW FOUNDATIONS WITH A MINIMUM TENSILE STRENGTH OF 90 KSI. SHALL BE AS INDICATED ON DRAWINGS.THE INSTALLATION OF THE 510.5 ALL BOLTS SHALL BE ASTM A325,TYPE 1,3/4"DIAMETER MINIMUM,UNLESS t 9042968066 ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S OTHERWISE NOTED.WHERE NECESSARY DUE TO CONNECTION 110, GENERAL 210.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN 300.15 PROVIDE 1/2"PREMOULDED EXPANSION MATERIAL WHERE SLAB ON GRADE RECOMMENDED PROCEDURES. REQUIREMENTS THE CONTRACTOR MAY UTILIZE ASTM A490,TYPE 1 BOLTS. ELM West ACCORDANCE WITH CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS OTHERWISE THE USE OF BOLTS WITH DIFFERENT ASTM DESIGNATIONS AND THE SAME The Maritime Building 110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC REFERENCED IN NOTE 200.1. SHOWN ON DRAWINGS. DIAMETER IS PROHIBITED. 911 Western Avenue ENGINEERING SERVICES CADD SYSTEM.ANY OTHER LETTERING,LINES,OR 420. MASONRY Suite 575 SYMBOLS,OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE 210.2 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS 300.16 CONTRACTION JOINTS FOR SLABS ON GRADE SHALL BE SPACED NO MORE 510.6 PROVIDE THE FOLLOWING BOLTED JOINT TYPES UNLESS OTHERWISE Seattle,WA 98104 BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY THAN 12'-0"ON CENTER. PANELS FORMED BY JOINTS OR SLAB EDGES SHALL 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST INDICATED OR NOTED ON DRAWINGS: t 206 859 6485 SERVICES AND ARE INVALID. OF 3,000 PSF,AS PER NOTE 200.1. BE AS SQUARE AS POSSIBLE WITH A LENGTH-TO-WIDTH RATIO NOT TO EDITION OF"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL EXCEED 1.5. (TMS 402/ACI 530/ASCE 5)AND THE"SPECIFICATIONS FOR MASONRY A. SNUG-TIGHTENED JOINTS:ALL SIMPLE SHEAR CONNECTIONS. elm-plan.com 210.3 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE T STRUCTURES"(TMS 602/ACI 530.1/ASCE 6)OF THE MASONRY SOCIETY. B. SLIP-CRITICAL JOINTS:ALL LATERAL BRACING AND MOMENT Nilioff rlrtr STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS ARE TOB R 300.17 PRIOR TO CONCRETE PLACEMENT THE CONTRACTOR SHALL SUBMIT A CONNECTIONS. ���`''� * rrrr+�, ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY.TOP OF ALL EXTER OR CONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH THE PROJECT 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE IN •*`N .••'"" ��'�, p DIMENSIONS. `` ' FOOTINGS SHALL BE A MINIMUM OF 8"BELOW FINISHED GRADE. SPECIFICATIONS TO THE STRUCTURAL ENGINEER FOR REVIEW. CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER 510.7 THE USE OF TENSION-CONTROL(T.C.)BOLTS IN SNUG-TIGHTENED JOINTS IS ', < CONSTRUCTION OF THE LATEST EDITION OF"BUILDING CODE PROHIBITED. :�! Ile �� •*• O m 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS 1■• 0 N 210.4 STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES.PROVIDE STE S 300.18 ADMIXTURES SHALL NOT CONTAIN CALCIUM CHLORIDE. REQUIREMENTS FOR MASONRY STRUCTURES"(TMS 402/ACI 530/ASCE 5)AND to M �:.� =0 Ln INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND IN THE FOUNDATIONS IN ACCORDANCE WITH THE TYPICAL DETAILS. THE"SPECIFICATIONS FOR MASONRY STRUCTURES"(TMS 602/ACI 510.8 ALL BOLTED SLIP-CRITICAL JOINTS SHALL HAVE FAYING SURFACES s� k, i- EXTENT OF STRUCTURAL WORK. 1F A REQUIRED DIMENSION IS NOT COORDINATE THE EXACT LOCATION AND ELEVATION OF THE PLUMBING 300.19 PROVIDE FLEXIBLE SHEET MEMBRANE VAPOR RETARDER BETWEEN 530.1/ASCE 6)OF THE MASONRY SOCIETY WITH THE FOLLOWING ADDITION PREPARED AS REQUIRED TO FURNISH CLASS A SLIP RESISTANCE IN 9 -.20: >_ w FURNISHED ON DRAWINGS,THE CONTRACTOR SHALL SUBMIT A REQUEST LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS AND CONCRETE FLOOR SLABS AND THE COMPACTED BEARING SOILS. THE TO THE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6,SECTION 1.8-C: FOR ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE RCSC ;� 4 � h.4♦ w IZ FOR INFORMATION TO OBTAIN THE DIMENSION. CONTRACTORS. PROVIDE SLEEVES IN THE FOUNDATION WALLS AS VAPOR RETARDER SHALL BE IN ACCORDANCE WITH ASTM E 1745 CLASS A. ALL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F,THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 '•, •. ••.•�'�Q?% g REQUIRED FOR PIPE PENETRATIONS. INSTALL VAPOR RETARDER PER ASTM E 1643. LAP JOINTS 6 INCHES AND TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED BOLTS"(LATEST EDITION). �,, ''•'•"'' ,.`` 110.4 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE SEAL WITH RECOMMENDED ADHESIVE TAPE. MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES(F)FOR A MINIMUM OF r�rrrrrr,*�����,,,•����� _. BUILDING CODE AND ALL LOCAL ORDINANCES.THE OWNER SHALL ENGAGE 210.5 THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL 24 HOURS USING THE METHODS DESCRIBED 1N TMS 602/ACI 530.1/ASCE 6. 510.9 THE CHECKING OF DESIGN SLIP RESISTANCE FOR SLIP-CRITICAL AN EXPERIENCED,QUALIFIED INSPECTION AGENCY, SUBJECT TO THE GEOTECHNICAL ENGINEER,SUBJECT TO THE APPROVAL OF THE ARCHITECT, 300.20 POLISHED CONCRETE FLOOR SLABS SHALL BE FINISHED TO THE CONNECTIONS SHALL BE AT THE SERVICE-LOAD LEVEL. REVIEW OF THE ARCHITECT,TO PERFORM ALL INSPECTION WORK,AS TO INSPECT THE FOUNDATIONS, BEARING LEVELS, ETC.,AND VERIFY THAT FOLLOWING MINIMUM FLOOR FLATNESS AND FLOOR LEVELNESS 420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM _ REQUIRED. THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT LEAST THE ABOVE: TOLERANCES PER ACI 117. C270,TYPE S. 510.10 ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING NOTED CAPACITY. CODE,AWS D1.1,LATEST EDITION,OF THE AMERICAN WELDING SOCIETY. A. SPECIFIED FLOOR FLATNESS(F/F): 50 OVERALL,35 MIN. LOCAL 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS: ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX L.jJ 120. SHOP DRAWINGS B. SPECIFIED FLOOR LEVELNESS(F/L): 30 OVERALL,20 MIN. LOCAL FOR SUBMERGED ARC WELDING. 300. REINFORCED CONCRETE A. COMPRESSIVE STRENGTH(F'c)OF GROUT=F'm AS INDICATED BELOW 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 300.21 THE CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING BUT NO LESS THAN 3,000 PSI. 510.11 ALL SHEAR CONNECTIONS SHALL BE SELECTED TO MEET THE ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH T E AGENCY TO MEASURE AND PROVIDE A REPORT OF THE AS-BUILT FLOOR B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED ACCORDING REQUIREMENTS OF 2012 IBC,SECTION 1615,"STRUCTURAL INTEGRITY".ALL Q DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 31% F-NUMBER VALUES IN ACCORDANCE WITH ASTM E 1155. TESTING SHALL BE TO ASTM C143. SHEAR CONNECTIONS SHALL HAVE A MINIMUM NOMINAL AXIAL TENSION INCLUDING, BUT NOT LIMITED TO,THE FOLLOWING: LATEST EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI PERFORMED WITHIN 8 HOURS AFTER THE COMPLETION OF THE FINAL C. MAX.AGGREGATE SIZE SHALL BE 3/8"(AGGREGATE GRADED TO STRENGTH EQUAL TO ONE-HALF THE DESIGN VERTICAL REACTION OR 10 V A. FABRICATED STRUCTURAL STEEL 301, LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. TROWELING OPERATION. PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404). KIPS,WHICHEVER IS GREATER. M B. REINFORCING STEEL FOR CONCRETE AND MASONRY HALL ALSO 300.22 EXPOSED CONCRETE SURFACES SHALL BE CURED IN ACCORDANCE WITH 420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT 510.12 ALL BEAM-TO-COLUMN CONNECTIONS SHALL BE DESIGNED FOR THE W m 300.2 CONCRETE WORK FOR THE POLISHED CONCRETE FLOOR SLAB S Q N C. METAL DECK BE IN ACCORDANCE WITH THE CONCRETE POLISHING ASSOCIATION OF ACI 308 WITH AN APPROPRIATE CURING METHOD AND/OR COMPOUND AS CONFORMING TO ASTM C150 TYPE 1;LIME CONFORMING TO ASTM C207; SUMMATION OF THE FOLLOWING LOADS: (� M D. CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS )RECOMMENDATIOESIGNSPECIFICATOSOON AS FINISHING 1S COMPLETE OR FORMS ARE REMOVED.THE MORTAR CEMENT CONFORMING TO ASTM C1329. y W D AMERICA(CPAA) NS FOR THE D , IN , E. OPEN WEB STEEL JOISTS A. THE BEAM END CONNECTION DESIGN REACTION REQUIRED BY THE V LU m / AND PLACEMENT OF CONCRETE FLOOR SLABS. THE CONTRACTOR SHALL CONTRACTOR SHALL VERIFY THE SELECTED CURING METHOD AND/OR � �Iu v � F. COLD-FORMED STEEL FRAMING SYSTEMS(SIGNED AND SEALED) .0 MAINTAIN A COPY OF THE DOCUMENT AT THE JOBSITE. THE CPAA COMPOUND IS COMPATIBLE WITH ALL PROPOSED FINISHES AND CHEMICAL 420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS GENERAL NOTES BELOW. �' 40 � G. PREFABRICATED STEEL PANEL WALL SYSTEM(SIGNED AND SEALED) RECOMMENDATIONS FOR THE POLISHED CONCRETE FLOOR SLAB SHALL TREATMENTS.CONCRETE FOR POLISHED FLOOR SLABS SHALL BE CURED IN CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET AREA B. A 10.0 KIP AXIAL FORCE(ACTING INTENSION AND COMPRESSION). 0MccH. PREFABRICATED CANOPY(SIGNED AND SEALED) SUPERSEDE THE REQUIREMENTS DESCRIBED IN THE CONSTRUCTION ACCORDANCE WITH THE CPAA RECOMMENDATIONS. COMPRESSIVE STRENGTH AS SPECIFIED BY TABLE 2 OF TMS 602/ACI z + 43 I. PRECAST CONCRETE HOLLOW-CORE ` SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL CONTACT THE 530.1/ASCE 6,SECTION 1.4 B.2 BASED ON THE UNIT STRENGTH METHOD. 510.13 ALL NON-COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED, Q m ENGINEER IF THERE ARE ANY DISCREPANCIES OR CONFLICTS WITH THE UNLESS NOTED OTHERWISE,FOR AN END REACTION"R" EQUAL TO NOT < LjW a 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE REQUIREMENTS; HOWEVER,THE CONTRACTOR SHALL ASSUME THE MORE 340. PRECAST CONCRETE 420.7 MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY: LESS THAN ONE HALF THE UNIFORM LOAD CAPACITY OF THE MEMBER IN Q J Q LA E. INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. STRINGENT RESTRICTION THAT PROVIDES THE GREATEST BENEFIT TOTE ACCORDANCE WITH RISC SPECIFICATIONS,BUT NOT LESS THAN 6 KIPS.THE SUBMITTAL INFORMATION SHALL INCLUDE,BUT NOT BE LIMITED TO: MEMBER OWNER SHALL APPLY. 340.1 ALL STRUCTURAL PRECAST CONCRETE WORK SHALL CONFORM TO THE A. Fm 1500 PSI EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE ENDS OF Q SIZES AND DIMENSIONS;GRADES OF MATERIAL FURNISHED;MATERIAL "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE(ACI 318, THE BEAMS SHALL BE CONSIDERED IN THE CONNECTION DESIGN. Q PREPARATION REQUIRED;MATERIAL FINISH AND MATERIAL COATINGS TO BE 300.3 MINIMUM DESIGN COMPRESSION STRENGTH(Fc)REQUIRED AT 28 DAYS: LATEST EDITION)AND COMMENTARY{ACI 318R, LATEST EDITION)" 420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING 'J FURNISHED; INFORMATION REGARDING CUTS,COPES,AND HOLES PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE.AND THE DESIGN WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE DUR-O-WAL,OR 510.14 RELIEF ANGLES AND OTHER ASSEMBLIES SUPPORTING COMPONENTS Q REQUIRED FOR OTHER TRADES; END CONNECTIONS;CAMBER AND OTHER A. FOUNDATIONS 3000 PSI RECOMMENDATIONS OF PCI MNL 120,"PCI DESIGN HANDBOOK-PRECAST EQUIVALENT AS APPROVED BY THE ENGINEER WITH 2-9 GAUGE PLACED AFTER STEEL FRAME ERECTION SHALL BE ADJUSTED FOR Q DEVIATION FROM LINE;SPECIAL ERECTION AND/OR INSTALLATION B. INTERIOR SLABS ON GRADE 4000 PSI AND PRESTRESSED CONCRETE." LONGITUDINAL WIRE AND 9 GAUGE CROSS WIRE,SPACED AT 16"CENTER TO LEVELNESS AND PLUMBNESS AFTER CONCRETE SLABS HAVE BEEN PLACED. W PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION. C. EXTERIOR SLABS ON GRADE 5000 PSI CENTER, UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL LAYERS OF 120.3 ALL SHOP DRAWING RESUBMlTTALS AND RECORD COPY SUBMITTALS SHALL 340.2 PRECAST HOLLOW CORE ROOF SLABS SHALL BE DESIGNED FOR THE LIVE JOINT REINFORCEMENT IN THE FIRST TWO COURSES ABOVE AND BELOW A 510.15 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE 300.4 MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO: AND WIND LOADS INDICATED IN THE DESIGN CRITERIA,SELF-WEIGHT OF MASONRY OPENING. PROVIDE LAP AS RECOMMENDED BY MANUFACTURER SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER,THE HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION HOLLOW-CORE,AND A SUPERIMPOSED LIVE LOAD OF 55 PSF. WITH A MINIMUM OF 6".DISCONTINUE JOINT REINFORCING AT CONTROL ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS. A. FOUNDATIONS 0.60 JOINTS. PROVIDE"L"SHAPE AND"T'SHAPE DUR-O-WAL AT ALL CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION B. INTERIOR SLABS ON GRADE 0.45 340.3 PROVIDE CONTINUOUS HARDBOARD STRIPS AT ALL LOCATIONS WHERE INTERSECTION CORNERS WITH 8"MINIMUM LAP.SEE TYPICAL DETAILS. DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE OF REVISIONS WILL BE REJECTED WITHOUT REVIEW. C. EXTERIOR SLABS ON GRADE 0.40 PRECAST MEMBERS BEAR DIRECTLY ON CONCRETE OR MASONRY FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. SURFACES. 420.9 FULL BED AND HEAD JOINTS SHALL BE USED. ISSUE DATES ( 120.4 ALL STANDARD STEEL-TO-STEEL SHEAR CONNECTIONS SHALL BE SELECTED 300.5 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE MINIMUM 144 PC 510.16 ALL STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL ALL BY THE STEEL FABRICATOR IN ACCORDANCE WITH THE AISC CODE OF WITH ALL CEMENT CONFORMING TO ASTM C150,TYPE 1, 11 OR 1/11. MAXIMU ) 340.4 DEFLECTION CRITERIA: 420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF FLOOR SLABS, ROOF DECKS,AND SHEAR WALLS HAVE BEEN INSTALLED AND No. DESCRIPTION DATE STANDARD PRACTICE SECTION 3.1.2.(2),BASED ON THE REACTIONS AGGREGATE SIZE SHALL BE 1-1/2"FOR FOUNDATIONS AND 3/4"FOR SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING BECOME CAPABLE OF STABILIZING THE FRAMES. REQUIRED BY SECTION 510 OF THE GENERAL NOTES OR OTHERWISE COLUMNS,WALLS,SLABS,CURBS,AND BEAMS CONFORMING TO ASTM C33. A. ROOF MEMBER IMMEDIATE DEFLECTION DUE TO LIVE LOAD SHALL NOT THE WALLS. INDICATED IN THE CONTRACT DOCUMENTS. ALL NON-STANDARD EXCEED THE LESSER OF THE SPAN IN INCHES DIVIDED BY 360 OR 1 INCH. 510.17 ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE CONNECTIONS THAT FALL OUTSIDE THE SCOPE OF THE CONNECTION 300.6 AIR CONTENT FOR FLOOR SLABS SHALL NOT EXCEED 3 PERCENT. B. THE SUM OF THE LONG-TERM DEFLECTION(INCLUDING THE EFFECTS OF 420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW GRADE. WELDED, FIELD BOLTED,GALVANIZED,OR FIREPROOFED,SHALL BE SHOP TABLES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED PAINTED WITH PAINT CONFORMING TO STEEL STRUCTURES PAINTING IN THE STATE OF FLORIDA IN ACCORDANCE WITH THE AISC CODE OF CAMBER, CREEP,AND SHRINKAGE)DUE TO SUSTAINED LOADS PLUS THE 300.7 CONCRETE FOR POLISHED CONCRETE FLOOR SLAB SHALL COMPLY WITH IMMEDIATE DEFLECTION DUE TO ADDITIONAL LIVE LOADS APPLIED 420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING AND WHERE COUNCIL(SSPC)PAINT 25.APPLY PRIME PAINT ACCORDING TO SSPC PAINT STANDARD PRACTICE SECTION 3.1.2.(3),BASED ON THE REACTIONS THE FOLLOWING CPAA RECOMMENDATIONS: AFTER ATTACHMENT OF NON-STRUCTURAL ELEMENTS SHALL NOT INDICATED ON PLANS AND SECTIONS. SYSTEM GUIDE NO.7.00 CLEAN STEEL FREE OF LOOSE SCALE, RUST,OIL REQUIRED BY SECTION 510 OF THE GENERAL NOTES OR OTHERWISE EXCEED THE SPAN LENGTH IN INCHES DIVIDED BY 240. AND GREASE.ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. INDICATED IN THE CONTRACT DOCUMENTS. A. UNIFORMLY GRADED MIX OF NOT LESS THAN THREE AGGREGATE SIZES C. THE LONG-TERM DEFLECTION MULTIPLIERS USED IN ESTIMATING THE 420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT SPACE IS -FINE, INTERMEDIATE,AND LARGE. LONG-TERM DEFLECTIONS OF STRUCTURAL PRESTRESSED PRECAST LESS THAN 2".PROVIDE COARSE GROUT FOR GROUT SPACE WIDTHS 2"OR 510.18 BEAMS SHALL BE CAMBERED AS SHOWN ON THE STRUCTURAL DRAWINGS. 120.5 ALL VERTICAL BRACING CONNECTIONS WHICH HAVE NOT BEEN B. AIR ENTRAINMENT SHALL NOT BE PERMITTED. CONCRETE MEMBERS SHALL CONFORM TO THOSE PROVIDED IN GREATER. PROVIDE FINE GROUT WHEN REINFORCING HAS LESS THAN 1/2" CAMBER INDICATED IS THE FINAL FIELD CAMBER, INCLUDING ALL MILL SPECIFICALLY DETAILED SHALL BE DESIGNED BY A PROFESSIONAL C. INCLUSION OF ADMIXTURES, PLASTICIZERS, SLAG, FLY ASH, OR OTH R CHAPTER 4 OF THE"PCI DESIGN HANDBOOK(MNL 120, LATEST EDITION)" CLEARANCE. TOLERANCES,AND SHOULD NOT BE EXCEEDED. ENGINEER REGISTERED IN THE STATE OF FLORIDA IN ACCORDANCE WITH PRODUCTS REPLACING PORTIONS OF THE PORTLAND CEMENT IN T E PUBLISHED BY THE PRECAST/PRESTRESSED CONCRETE INSTITUTE. THE AISC CODE OF STANDARD PRACTICE SECTION 3.1.2.(3)FOR THE FORCES CONCRETE MIX IS NOT RECOMMENDED. IF ANY OF THESE ARE USE 420.14 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE TYPICAL 510.19 FOR STEEL BEAMS WHERE NO INDUCED CAMBER IS INDICATED, FABRICATE NOTED ON THE ELEVATIONS AND DETAILS. DESIGN SHALL INCLUDE ALL THE TOTAL VOLUME SHOULD NOT EXCEED 20 PERCENT OF THE 340.5 STRUCTURAL PRECAST CONCRETE MEMBERS AND THEIR CONNECTIONS DETAILS.THE CONTRACTOR SHALL SUBMIT THE PROPOSED CONTROL JOINT BEAMS SO THAT ANY NATURAL CAMBER IS ORIENTED UPWARD AFTER GUSSET PLATES, FILLER PLATES,ANGLES,STIFFENERS,BOLTS OR WELDS, PORTLAND CEMENT VOLUME. SHALL BE DESIGNED BY A DELEGATED PROFESSIONAL ENGINEER LAYOUT TO THE ARCHITECT FOR REVIEW AND APPROVAL.PROVIDE CA OTHER MATERIAL REQUIRED FOR THE CONNECTIONS. STAMPED DERECTION. D. DURING BATCHING,THE INCOMING MATERIAL CONSISTENCY SHOULD REGISTERED IN THE STATE OF FLORIDA. DESIGN CALCULATIONS STAMPED MASONRY CONTROL JOINTS IN ACCORDANCE WITH THE FOLLOWING CALCULATIONS FOR THE CONNECTION DESIGN SHALL BE SUBMITTED ALONG BE MONITORED AND CONTROLLED. AND SIGNED BY THE REGISTERED PROFESSIONAL ENGINEER SHALL BE GUIDELINES UNLESS OTHERWISE INDICATED ON DRAWINGS: 510.20 BOLT AND WELD TESTING: WITH THE SHOP DRAWINGS FOR THE REVIEW OF THE ENGINEER. E. IN ADDITION TO ACI STANDARDS FOR PLACING, FINISHING,AND CURING SUBMITTED TO ATLANTIC ENGINEERING SERVICES FOR REVIEW AND SHALL CONCRETE,THE CONTRACTOR SHALL FOLLOW ALL CPAA ADDRESS,AS A MINIMUM,THE FOLLOWING: A. ALIGN CONTROL JOINTS IN CONCRETE MASONRY BACKUP FOR A. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC THIS DRAWING IS AN INSTRUMENT OF SERVICE 120.6 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL RECOMMENDATIONS. MULTI-WYTHE AND CAVITY WALLS TO MATCH LOCATIONS IN MASONRY REQUIREMENTS. AND THE PROPERTY OF ELM,INC.AND SHALL DRAWINGS,OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION F. CPAA RECOMMENDS EVAPORATION CONTROL AND WET CURING THE' A. DISTRIBUTION OF DESIGN LOADS AND HANDLING FORCES. VENEER UNLESS NOTED OTHERWISE. B. ALL WELDS SHOULD BE VISUALLY INSPECTED. REMAIN THEIR PROPERTY.THE USE OF THIS DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST CONCRETE SLAB IN ACCORDANCE WITH ACI 308R-01 WITHOUT THE USE B. COMPLIANCE WITH DEFLECTION CRITERIA. B. CONTROL JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 24 C. TEN PERCENT OF ALL WELDS AT BEAM AND GIRDER SHEAR DRAWING SHALL BE RESTRICTED TO THE OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING OF TOPICALLY APPLIED CURING COMPOUNDS. C. COMPLIANCE WITH THE MINIMUM STRUCTURAL INTEGRITY PROVISIONS FEET ON CENTER IN THE WALL FIELD AND A MAXIMUM OF 10 FEET FROM CONNECTIONS SHALL BE RANDOMLY INSPECTED BY MAGNETIC ORIGINAL SITE FOR WHICH IT IS PREPARED AND SERVICES.SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR PARTICLE METHOD COMPLYING WITH ASTM E109 PERFORMED ON ROOT PUBLICATION THEREOF IS EXPRESSLY LIMITED TO G. DENSIFIERS AND HARDENERS SHALL NOT BE APPLIED TO THE OF ACI 318/ACI 318R AND ANY OTHER MORE STRINGENT DESIGN BUILDING CORNERS SUCH USE. REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS CONCRETE TO BE POLISHED. PROVISIONS REQUIRED BY THE CONTRACT DOCUMENTS. C. LOCATE CONTROL JOINTS AT MAJOR HEIGHT CHANGES,CHANGES IN PASS AND ON FINISHED WELD. WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING D. CONNECTION AND BEARING DESIGN, INCLUDING PROVISIONS FOR WALL THICKNESS AND AT WALL OPENINGS. D. ONE HUNDRED PERCENT OF FULL PENETRATION WELDS SHALL HAVE pR01.#: 16-21,1 SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC 300.8 REINFORCEMENT MEMBER INSTALLATION,MEMBER TOLERANCES,AND MEMBER D. CONTROL JOINTS IN PARAPETS SHALL BE SPACED AT 15 FEET ON ULTRASONIC INSPECTION,COMPLYING WITH ASTM E164. CONTRACTOR OR SUB-CONTRACTOR TO USE PORTIONS OF THE RESTRAINT. CENTER MAXIMUM.WHERE JOINTS IN PARAPETS CAN NOT BE ALIGNED E. ONE HUNDRED PERCENT OF WELDS 1N BEAM AND COLUMN MOMENT DATE: 10.26.16 STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS A. DEFORMED BARS ASTM A615, WITH JOINTS IN WALL FIELD,PROVIDE CONTROL JOINTS IN THE CONNECTIONS SHALL HAVE ULTRASONIC INSPECTION, COMPLYING WITH DRAWN BY: SCD REQUIRES THAT CONTRACTOR OR SUB-CONTRACTOR TO ENTER INTO A GRADE 60 340.6 ERECTION AND PRODUCT TOLERANCES FOR STRUCTURAL PRECAST PARAPET ONLY AT HALF THE WALL FIELD SPACING. ASTM E164. WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO P;Z300.9 B. WELDED WIRE REINFORCEMENT ASTM Al 064 CONCRETE MEMBERS SHALL CONFORM TO THOSE PROVIDED IN THE"PCI E. CONTROL JOINTS SHALL BE A MINIMUM WIDTH OF 3/8"AND SHALL CHECKED BY: LSS A SERVICE FEE.SUCH AGREEMENT IS NON TRANSFERRABLE AND IS DESIGN HANDBOOK(MNL 120, LATEST EDITION)"PUBLISHED BY THE UTILIZE COMPRESSIBLE MATERIAL WITH A MINIMUM EXTENSIBILITY OF 510.21 ALL EXTERIOR STRUCTURAL STEEL, INCLUDING CONNECTORS,SHALL BE SCALE: AS NOTED EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF., UNLESS PRECAST/PRESTRESSED CONCRETE INSTITUTE. 60%. HOT-DIP GALVANIZED UNLESS NOTED OTHERWISE BY T E ARCHITECT. PROJECT. OTHERWISE SHOWN ON DRAWINGS,SHALL BE AS FOLLOWS: WELDED AREAS AND AREAS WITH AN INSUFFICIENT C G THICKNESS 3" 120.7 THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS 340.7 THE JOINTS OF ADJACENT PRECAST HOLLOW CORE FLOOR AND ROOF 420.15 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF MASONRY SHALL BE FIELD REPAIRED. If/ A. FOUNDATIONS SLABS SHALL BE CAPABLE OF TRANSFERRING AND ULTIMATE LOAD OF 500 WALL IN ACCORDANCE WITH MASONRY CODE AT REINFORCING IF HIGH LIFT Vol IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BE SUBMITTED TO B. SLABS ON GRADE 2"FROM TO PLF OF DIAPHRAGM SHEAR PARALLEL TO THE SLABS. THE PRECAST GROUTING(OVER 4 FEET HIGH)IS USED. GENERAL NOTES ATLANTIC ENGINEERING SERVICES IN PDF FILE FORMAT,WITH ONE(1) CONCRETE MANUFACTURER SHALL PROVIDE ANY ADDITIONAL CO AL ELECTRONIC FILE PER PACKAGE SUBMISSION.ATLANTIC ENGINEERING 300.10 SPLICES IN REINFORCEMENT,WHERE PERMITTED,SHALL BE AS FOLLOW REINFORCEMENT OR ATTACHMENTS REQUIRED TO TRANSFER THE 420.16 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615,GRADE Q SERVICES WILL ELECTRONICALLY REVIEW OR PRINT,REVIEW, RE-SCAN THEREQUIRED SHEAR. 60. PROVIDE LAP SPLICES OF 48 BAR DIAMETERS MINIMUM UNLESS NOTED r REVIEWED SHOP DRAWINGS WITH ALL COMMENTS/NOTATIONS,AND RETURN A. WELDED WIRE REINFORCEMENT(WRR) 12"IAP OTHERWISE. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE ONE(1)ELECTRONIC PACKAGE TO THE ARCHITECT TO ELECTRONICALLY B. ALL OTHERS CLASS"B"TENSION 340.8 THE GROUT KEY BETWEEN ADJACENT SLAB UNITS SHALL HAVE SUFFICIENT REINFORCING. SHEET NUMBER REVIEW OR PRINT, REVIEW,RE-SCAN,AND DISTRIBUTE TO THE CASE"1"MINIMUM, SURFACE AREA TO DEVELOP 5,400 LB OF ULTIMATE FORCE OVER A 2'-0" ENGINEERING CONTRACTOR. UNLESS OTHERWIS LENGTH WITH A SHEAR STRESS OVER THE SURFACE AREA NOT EXCEEDING 420.17 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE.REFER TO MMMSERVICES N NOTED 80 PSI. PLANS AND ELEVATIONS FOR ACTUAL COURSING.COORDINATE ACTUAL 6501 Arrington Expressway Building B,Suite 201 COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. Jacksonville,FL 32911 S041 O PH:904.743.4693 FX:904.725.9295 AES r A 510.22 LEVELING GROUT SHALL BE NON-SHRINK,NON-METALLIC TYPE, FACTORY 540. COLD-FORMED STEEL FRAMING 542.4 DEFLECTION LIMITS: PRE-MIXED GROUT TESTED IN ACCORDANCE WITH CE-CRD-C621 OR ASTM C109,WITH fc OF NOT LESS THAN 5000 PSI. 540.1 THE COLD-FORMED STEEL FRAMING SYSTEM SHALL BE DESIGNED, A. DEFLECTION DUE TO WIND LOADS APPLIED PERPENDICULAR TO THE ENGINEERED,AND CONSTRUCTED TO WITHSTAND,AS A MINIMUM, LOADS WALL SHALL NOT EXCEED THE SPAN IN INCHES DIVIDED BY 360 OR 3/4" 510.23 ALL ANCHOR BOLTS SHALL BE ASTM A36 OR ASTM F1554,GRADE 36 AND A FROM GRAVITY,SNOW,WIND, HANDLING AND ERECTION, MOVEMENT OF WHICHEVER IS SMALLER. MINIMUM 3/4"DIAMETER WITH A MINIMUM CONCRETE EMBEDMENT OF 12" BUILDING,AND THERMAL MOVEMENT.THE ATTACHMENT OF THE B. FOR WALL PANELS WITH MASONRY VENEER,THE DEFLECTION DUE TO UNLESS NOTED OTHERWISE. COLD-FORMED STEEL FRAMING SYSTEM TO THE STRUCTURE IS SUBJECT TO WIND LOADS APPLIED PERPENDICULAR TO THE WALL SHALL NOT REVIEW BY THE STRUCTURAL ENGINEER. EXCEED THE SPAN IN INCHES DIVIDED BY 600. - 510.24 PROVIDE TAPERED SHIMS,ANGLES,BENT PLATES,OR OTHER STEEL ACCESSORIES TO FACILITATE BEARING CONNECTIONS AND DECK SUPPORT 540.2 THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR SLOPING OR CANTED STRUCTURAL STEEL AS REQUIRED. PREPARED AND STAMPED BY A REGISTERED STRUCTURAL ENGINEER 545. COLD-FORMED STEEL TRUSSES LICENSED TO PRACTICE IN THE STATE OF FLORIDA AND EXPERIENCED IN planning 515. BRACING REQUIREMENTS THE DESIGN OF COLD-FORMED STEEL FRAMING. 545.1 THE DESIGN,QUALITY ASSURANCE, INSTALLATION,AND TESTING OF architecture COLD-FORMED STEEL TRUSSES SHALL BE IN ACCORDANCE WITH THE MOST landscape architecture 515.1 ALL BRACING CONNECTIONS FOR THE BRACING ELEVATIONS ON THIS SHEET 540.3 THE DESIGN, INSTALLATION,AND CONSTRUCTION OF COLD-FORMED STEEL CURRENT EDITION OF THE"STANDARD FOR COLD-FORMED STEEL FRAMING- WHICH HAVE NOT BEEN SPECIFICALLY DETAILED SHALL BE DESIGNED BY A FRAMING SHALL CONFORM TO THE MOST CURRENT EDITION OF THE"NORTH TRUSS DESIGN"OF THE AMERICAN IRON AND STEEL INSTITUTE,SUBJECT TO urban design PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR THE AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL THE LIMITATIONS THEREIN. FORCES NOTED ON THE ELEVATION AND DETAILS.THIS SHALL INCLUDE ALL STRUCTURAL MEMBERS"AND THE"STANDARD FOR COLD-FORMED STEEL interiors L FRAMING-GENERAL PROVISIONS"BY THE AMERICAN IRON AND STEEL 545.2 COLD-FORMED STEEL TRUSSES SHALL BE DESIGNED TO SUPPORT THE GUSSET PLATES, FILLER PLATES,ANGLES, STIFFENERS BOLTS OR WELDS INSTITUTE. environmental graphics OR OTHER MATERIAL REQUIRED FOR THE CONNECTION. STAMPED LOADS INDICATED BELOW AT THE SPACING INDICATED ON THE DRAWINGS. CALCULATIONS FOR THE CONNECTION DESIGN SHALL BE SUBMITTED ALONG 540.4 THE DESIGN AND INSTALLATION OF COLD-FORMED STEEL BOX HEADERS, WITH THE SHOP DRAWINGS FOR THE REVIEW OF THE ENGINEER. A. DEAD LOADS: BACK-TO-BACK HEADERS,AND SINGLE AND DOUBLE I-HEADERS USED 1N ELM East 515.2 THE FORCES SHOWN IN THE ELEVATIONS AND DETAILS ARE SERVICE LEVEL SINGLE SPAN CONDITIONS FOR LOAD-CARRYING PURPOSES SHALL BE IN 1. UNIFORM TOP CHORD ELI studio DESIGN FORCES AND ARE INTENDED FOR USE WITH THE ALLOWABLE ACCORDANCE WITH THE MOST CURRENT EDITION OF THE"STANDARD FOR DEAD LOAD 20 PSF 1035 Kings Avenue STRENGTH DESIGN PROVISIONS OF THE CODE.ALL APPROPRIATE LOAD COLD-FORMED STEEL FRAMING-HEADER DESIGN"OF THE AMERICAN IRON Jacksonville,FL 32207 COMBINATIONS, FACTORS,AND STRESS INCREASES HAVE BEEN AND STEEL INSTITUTE,SUBJECT TO THE LIMITATIONS THEREIN. B. LIVE LOADS=SEE DESIGN CRITERIA GENERAL NOTES t 904 296 8066 ACCOUNTED FOR IN THE DETERMINATION OF THESE LOADS.NO ADDITIONAL 540.5 THE DESIGN AND INSTALLATION OF COLD-FORMED STEEL STUDS FOR LOAD REDUCTIONS OR STRESS INCREASES ARE PERMITTED. C. LATERAL LOADS=SEE DESIGN CRITERIA GENERAL NOTES ELI West STRUCTURAL AND NON-STRUCTURAL WALLS SHALL BE IN ACCORDANCE The Maritime Building WITH THE MOST CURRENT EDITION OF THE"STANDARD FOR COLD-FORMED 515.3 ALL BOLTED MEMBER CONNECTIONS SHALL BE SLIP CRITICAL 911 Western Avenue ". STEEL FRAMING-WALL STUD DESIGN"BY THE AMERICAN IRON AND STEEL 545.3 THE DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED LOADS AT Suite 575 CONNECTIONS WITH A MAXIMUM BOLT DIAMETER OF 1 INSTITUTE. THE SPAN AND SPACINGS SHOWN ON THE CONTRACT DRAWINGS SHALL Seattle,WA 98104 515.4 WHERE OVERSIZED HOLES ARE PROVIDED IN BASE PLATES OF COLUMNS MEET THE FOLLOWING CRITERIA: t 206 859 6485 INSTALLED IN VERTICAL BUILDING BRACING AND/OR MOMENT FRAMES, FIELD 540.6 THE LATERAL DESIGN OF LIGHT-FRAMED COLD-FORMED STEEL WALLS AND WELD PLATE WASHERS WITH STANDARD HOLES TO THE TOP OF THE BASE DIAPHRAGMS TO RESIST WIND AND SEISMIC LOADS SHALL BE IN A. THE DEFLECTION DUE TO LIVE LOAD SHALL NOT EXCEED THE SPAN IN elm-plan.com PLATE AT EACH ANCHOR ROD AFTER ERECTION OF COLUMN. ACCORDANCE WITH THE MOST CURRENT EDITION OF THE"STANDARD FOR INCHES DIVIDED BY 360. COLD-FORMED STEEL FRAMING-LATERAL DESIGN"OF THE AMERICAN IRON ��tts,1111111/1f,,$��♦ 515.5 GUSSET PLATE CONNECTIONS SHALL BE SIZED FOR 100%OF THE AXIAL AND STEEL INSTITUTE. B. THE DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT EXCEED THE �,.�• 49 '•,, SPAN IN INCHES DIVIDED BY 240. ��•`� ''�,, 0 FORCES INDICATED ON THE ELEVATIONS.DESIGN ALL GUSSET PLATES AND 540.7 ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING • '• CONNECTORS AS REQUIRED FOR COMPLIANCE WITH AISC. PROVIDE CODE-SHEET METAL,AWS D.1.3,"MOST CURRENT EDITION,OF THE 545.4 STEEL USED TO FABRICATE THE COLD-FORMED STEEL TRUSSES SHALL BE �qA �p�� y: to STIFFENER PLATES AS REQUIRED AT THE GUSSET PLATE CONNECTIONS. AMERICAN WELDING SOCIETY. HOT-DIPPED GALVANIZED STEEL, G-60 MINIMUM COATING WEIGHT AND t y i �� IN � • r SHALL CONFORM TO ASTM A446 GRADE D, MINIMUM YIELD POINT OF 50,000 \,W p� -0 tD 515.6 THE NET AREA(REFER TO AISC SECTION B2 AND B3)AT THE CONNECTION HMANUFACTUREOF COLD-FORMED STEEL FRAMING PSI FOR 12, 14 AND 16 GAUGE MEMBERS AND ASTM A446 GRADE A, MINIMUM 1 v� ``>- w 540.8 STEEL USED INT E OF ANY BRACING MEMBER SHALL NOT BE LESS THAN 85 PERCENT OF THE SHALL BE HOT-DIPPED GALVANIZED STEEL, G-60 MINIMUM COATING WEIGHT YIELD POINT OF 33,000 PSI FOR 18 AND 20 GAUGE MEMBERS. % �, �'�?�� Z a. GROSS CROSS SECTIONAL AREA OF THE MEMBER.ADDITIONAL PLATES AND SHALL CONFORM TO ASTM A653 GRADE D, MINIMUM YIELD POINT OF �'�., ••••��. ••.•••f .•'� g SHALL BE ADDED AS NECESSARY TO MAINTAIN THE MINIMUM NET CROSS 50,000 PSI FOR 12-, 14-AND 16-GAUGE MEMBERS AND ASTM A653 GRADE A, 545.5 THE COLD-FORMED STEEL TRUSS MANUFACTURER SHALL SPECIFY AND '�•,, „k � �,.•'� SECTIONAL AREA. SUCH PLATES SHALL EXTEND A MINIMUM DISTANCE MINIMUM YIELD POINT OF 33,000 PSI FOR 18-AND 20-GAUGE MEMBERS. PROVIDE ALL BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO !''•,,,,,1111„�►/''' EQUAL TO THE DEPTH OF THE MEMBER PAST THE LAST ROW OF BOLTS. STABILIZE THE ROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN 515.7 ALL CONNECTIONS SHALL BE SYMMETRICAL ABOUT THE AXIS OF THE 540.9 PROVIDE STUD BRIDGING IN ACCORDANCE WITH THE MANUFACTURER'S ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL DRAWINGS. MEMBER CONNECTED. PROVIDE ONLY ONE GRADE OF BOLT FOR EACH BOLT RECOMMENDATIONS FOR LATERALLY LOADED WALLS,BUT AT SPACING NOT DIAMETER TO BE USED IN THE CONNECTIONS. DO NOT MIX GRADE OF TO EXCEED 4'-0"VERTICALLY. 545.6 THE COLD-FORMED STEEL TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS,STAMPED BY A REGISTERED PROFESSIONAL BOLTS. 540.10 ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA, FOR ALL W 515.8 BOLT&WELD TESTING: TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT TRUSS TYPES,WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS. AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN A. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC PLACE UNTIL PROPERLY FASTENED. 545.7 TRUSSES MUST BE SHOP FABRICATED. REQUIREMENTS. 540.11 ALL FIELD-CUTTING OF STUDS MUST BE DONE BY SAWING OR SHEARING. 545.8 ALL WELDING SHALL BE IN ACCORDANCE WITH THE"STRUCTURAL WELDING V B. ALL WELDS SHOULD BE VISUALLY INSPECTED. TORCH CUTTING OF COLD-FORMED STEEL FRAMING MEMBERS IS CODE-SHEET METAL,AWS D.1.3,"MOST CURRENT EDITION,OF THE C. FIFTY PERCENT OF ALL WELDS AT GUSSET PLATE AND WEB MEMBER UNACCEPTABLE. AMERICAN WELDING SOCIETY. Q CONNECTIONS SHALL BE RANDOMLY INSPECTED BY MAGNETICCR M PARTICLE METHOD,COMPLYING WITH ASTM E109, PERFORMED ON 540.12 NO SPLICES IN STUDS JOISTS OR OTHER LOAD CARRYING MEMBERS MAY 545.9 NO SPLICES IN WEBS,CHORDS,OR OTHER LOAD CARRYING MEMBERS MAY W «C N ROOT PASS AND ON FINISHED WELD. BE MADE WITHOUT PRIOR REVIEW BY STRUCTURAL ENGINEER AND BE MADE WITHOUT REVIEW AND APPROVAL ON THE FINAL TRUSS SHOP ca j eNYf D. ONE HUNDRED PERCENT OF FULL PENETRATION WELDS SHALL HAVE SPECIFIC DETAILS FOR ANY SUCH SPLICE(S). DRAWINGS WHICH INCLUDE SPECIFIC LOCATIONS AND DETAILS FOR ANY W CO ULTRASONIC INSPECTION,COMPLYING WITH ASTM E164. SUCH SPLICE(S). _ 1A• 540.13 OUT OF PLANE DEFLECTION OF COLD-FORMED STEEL STUDS INSTALLED AS '� .W e.+ _ 515.9 THE STEEL FABRICATOR MAY SUBMIT ALTERNATE CONNECTION DETAILS U. 0 v BACKUP TO MASONRY VENEER SHALL NOT EXCEED THE HEIGHT OF THE 545.10 THE COLD-FORMED STEEL TRUSS MANUFACTURER SHALL DESIGN AND pG tO FOR THE REVIEW OF THE ENGINEER FOR POSSIBLE SUBSTITUTION OF STUD IN INCHES DIVIDED BY 600. SPECIFY ALL CONNECTIONS AND CONNECTION COMPONENTS BETWEEN (,f z +i m DETAILS INDICATED ON THE STRUCTURAL DRAWINGS.SUBMISSIONS OF COLD-FORMED STEEL TRUSSES AND BEARING CONNECTIONS OF THE d Q ALTERNATES SHALL INCLUDE CALCULATIONS TO VERIFY THE CONNECTION V 540.14 VERTICAL DEFLECTION OF COLD-FORMED STEEL FRAMING MEMBERS COLD-FORMED STEEL TRUSSES TO THE SUPPORTING STRUCTURE.ALL LU "t 4W CAPACITY.CONTRACTOR SHOULD NOTE THAT ACCEPTANCE OF THE Q Q to C ALTERNATE CONNECTIONS IS BASED SOLELY ON THE JUDGEMENT OF THE SUPPORTING MASONRY SHALL NOT EXCEED THE JOIST SPAN IN INCHES CONNECTIONS AND CONNECTION COMPONENTS SHALL BE INDICATED ON J ENGINEER,AND THE CONTRACTOR SHALL ANTICIPATE USING THE DIVIDED BY 600 NOR D.3 MAXIMUM. THE FINAL SHOP DRAWINGS. � (7 Q CONNECTIONS SHOWN FOR BIDDING PURPOSES. 540.15 COLD-FORMED STEEL WALL FRAMING INSTALLED AS BACKUP TO MASONRY J VENEER SHALL BE 18 GAUGE MINIMUM. 620. STRUCTURAL WOOD PANELS/WOOD SHEATHING Q 525. OPEN WEB STEEL JOISTS 540.16 FIELD WELDING OF COLD FORMED STEEL FRAMING INSTALLED AS BACKUP 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A 525.1 ALL OPEN WEB STEEL JOISTS SHALL CONFORM TO THE"STANDARD TO MASONRY VENEER IS PROHIBITED.SCREWS INSTALLED IN SUCH WALLS CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN W SPECIFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS,K-SERIES SHALL BE SELF-TAPPING AND CORROSION-RESISTANT WITH A MINIMUM RATING REQUIREMENTS.THE CENTER-TO-CENTER SPACING IN INCHES OR LH-SERIES"OF THE STEEL JOIST INSTITUTE. DIAMETER OF 0.190 INCHES(NO. 10). SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE 525.2 NO LOADS SHALL BE APPLIED TO THE JOISTS UNTIL ALL BRIDGING HAS BEEN 540.17 PROVIDE VERTICAL SLIDE CONNECTION AT THE TOP OF EACH STUD FOR ALL RECOMMENDATIONS OF THE APA. INSTALLED AND THE JOIST ENDS HAVE BEEN SECURED TO THEIR SUPPORTS. EXTERIOR STUDS. 620.2 PANELS SHALL COMPLY WITH USDOC[PS-1][PS-2][PS-1 OR PS-2]AND APA 525.3 ALL BRIDGING SHALL BE IN ACCORDANCE WITH SJI REQUIREMENTS. 540.18 PROVIDE DOUBLE STUDS OR DOUBLE PAIRS OF STUDS WHERE APPLICABLE, PRP-108 AND SHALL MEET THE FOLLOWING REQUIREMENTS: ISSUE DATES AT THE JAMBS OF ALL DOOR AND WINDOW OPENINGS WHICH EXCEED 24".A 525.4 PROVIDE CAMBER PER SJI REQUIREMENTS. MINIMUM OF A STUD AND A TRACK SHALL BE PROVIDED AT ALL SILLS AND A. ROOF SHEATHING: NO. DESCRIPTION DATE HEADS OF OPENINGS. 525.5 THE JOIST MANUFACTURER SHALL SUBMIT STRUCTURAL CALCULATIONS, 1. MIN.THICKNESS=5/8" STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE 540.19 REQUESTS FOR ALLOWABLE SUBSTITUTIONS FOR THE ABOVE NOTED STUD 2.BOND CLASSIFICATION=EXPOSURE 1 STATE OF FLORIDA, FOR THE DESIGN OF ALL SPECIAL JOISTS FOR REVIEW SYSTEMS SHALL BE SUBJECT TO THE REVIEW OF THE ENGINEER. 3.GRADE=APA RATED SHEATHING 4.SPAN RATING=AS REQUIRED TO SUIT JOIST/TRUSS SPACING BY THE STRUCTURAL ENGINEER. 540.20 PROVIDE JOIST BRIDGING PER JOIST MANUFACTURER RECOMMENDATIONS. 525.6 JOISTS SHALL BE DESIGNED BY THE FABRICATOR FOR THE WIND ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF JOIST 620.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO PRESSURES INDICATED ON THE ROOF COMPONENTS AND CLADDING WIND SPAN. ALL BRIDGING SHALL BE 18 GAUGE,2"WIDE STEEL STRAPS THE WEATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR PRESSURE TABLE. AT A MINIMUM,A SINGLE LINE OF BOTTOM CHORD FASTENED TO BOTTOM FLANGE OF EACH JOIST AND TO ADJACENT END ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL WALL. EXPOSURE 1. POINT AT EACH END OF THE JOIST. JOIST MANUFACTURER SHALL PROVIDE 540.21 NO LOAD SHALL BE APPLIED TO THE JOISTS UNTIL ALL BRIDGING HAS BEEN 620.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER ADDITIONAL BOTTOM CHORD BRIDGING OR X-BRACING AS REQUIRED. INSTALLED AND JOIST ENDS HAVE BEEN SECURED. SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL LENGTH FROM ADJACENT PANELS. PROVIDE 1/8"SPACE AT PANEL ENDS 530. METAL DECKING 540.22 IN CEILING JOIST APPLICATIONS WHERE TOP CHORD OF JOIST ARE NOT AND EDGES. SHEATHED,PROVIDE JOIST BRIDGING AND BLOCKING PER JOIST 530.1 ALL STEEL ROOF DECK SHALL BE IN CONFORMANCE WITH THE"STEEL ROOF MANUFACTURER RECOMMENDATIONS. � 620.5 THE USE OF ORIENTED STRAND BOARD STRUCTURAL PANELS IS PROHIBITED. DECK SPECIFICATIONS AND LOAD TABLES"OF THE STEEL DECK INSTITUTE, LATEST EDITION. 542. PREFABRICATED STEEL PANEL WALL SYSTEM 620.6 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT 530.2 ALL STEEL ROOF DECK SHALL BE,AS A MINIMUM, 1-1/2',22 GAUGE, 542.1 PREFABRICATED STEEL PANEL WALL SYSTEM SHALL BE DESIGNED AND REQUIREMENTS OF NM519 FOR FULLY-WIND-RESISTIVE ROOF ASSEMBLIES THIS DRAWING IS AN INSTRUMENT OF SERVICE FABRICATED BY tekR IN ACCORDANCE WITH THE CONSTRUCTION COMPLYING WITH UL CLASS 90 CLASSIFICATION. AND THE PROPERTY OF ELM,INC.AND SHALL WIDE-RIBBED STEEL DECK,WITH A YIELD STRENGTH OF NOT LESS THAN DOCUMENTS. REMAIN THEIR PROPERTY.THE USE OF THIS 33,000 PSI AND SHALL BE HOT-DIPPED GALVANIZED. DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND 530.3 STEEL ROOF DECK SHALL BE CAPABLE OF SUPPORTING 40 POUNDS PER 542.2 THE WALL SYSTEM AND THE CONNECTIONS TO THE SUPPORTING PUBLICATION THEREOF IS EXPRESSLY LIMITED TO STRUCTURE SHALL BE DESIGNED BY THE DELEGATED STRUCTURAL SUCH USE. 10000 SQUARE FOOT AT THE SPANS INDICATED ON THE DRAWINGS OR AT A SPAN ENGINEER DESIGNATED BY THE WALL SYSTEM MANUFACTURER. THE OF 6'-0",WHICHEVER IS GREATER. DESIGN SHALL COMPLY WITH THE DESIGN LOAD CRITERIA, DEFLECTION PROD.#: 16-21.1 530.4 STEEL ROOF DECK SHALL BE FASTENED TO THE SUPPORTING STRUCTURE LIMITS,AND CONSTRUCTION DOCUMENTS. DATE: 10.26.16 WITH 5/8 INCH DIAMETER ARC PUDDLE WELDS AND AT THE SIDE DECK LAPS 542.3 THE PREFABRICATED STEEL PANEL WALL SYSTEM MANUFACTURER SHALL DRAWN BY: SCD WITH#10 TEK SCREWS AS SHOWN ON THE DECK ATTACHMENT SCHEDULE. PROVIDE SIGNED AND SEALED CONSTRUCTION DRAWINGS AND CHECKED BY: LSS ANY SPLIT OR PARTIAL PANELS SHALL BE FASTENED TO THE SUPPORTING CALCULATIONS PREPARED BY THEIR DELEGATED LICENSED STRUCTURAL OA STRUCTURE IN EVERY VALLEY REGARDLESS OF ADJACENT FASTENER ENGINEER LICENSED IN THE STATE OF FLORIDA. I�� SCALE: AS NOTED PATTERNS. - 530.5 ALL DECK SHALL BE A MINIMUM OF THREE SPANS CONTINUOUS. cO 530.6 DECKING CONTRACTOR SHALL COORDINATE OPENING SIZES AND GENERAL NOTES LOCATIONS IN ROOFS FROM ARCHITECTURAL AND MECHANICAL DRAWINGS. DECKING CONTRACTOR SHALL PROVIDE HEADER MEMBERS AS REQUIRED. LoQ SHEET NUMBER cq TLANTIC WrENGINEERING VSERVICES C6501 Arlington ExpresswaySO2 r Jacksonville,FL 32.214 • N Building B,Suite 1 PH:904.743.4633 FX:904.725.9295 NO AES#316-269 COMPONENTS AND CLADDING COMPONENTS AND CLADDING OVERHANG COMPONENTS AND CLADDING WIND LOADS LOADS WIND LOADS ZONE EFFECTIVE WIND AREA(FT2) WIND PRESSURE WIND OVERHANG PRESSURE ZONE EFFECTIVE WIND AREA(FT2) WIND PRESSURE ZONE EFFECTIVE OVERHANG AREA(FT2) ---- FLAT -FLAT ROOF 1.5:12 SLOPE 3:12 SLOPE 1.5:12 SLOPED ROOF planning 1 10.0 15 -37 2 10.0 -59 -81 1 10.0 16 42 architecture 1 20.0 14 -36 2 20.0 -58 -76 1 20.0 15 -42 landscape architecture urban design 1 50.0 13 -35 2 50.0 -57 -70 1 50.0 14 -42 interiors 1 100.0 12 -34 2 100.0 -56 -65 1 100.0 13 -42 environmental graphics 2 10.0 15 -62 3 10.0 -92 -129 2 10.0 16 -49 ELM East ELM Studio 2 20.0 14 -55 3 20.0 -82 -119 2 20.0 15 -48 1035 Kings Avenue Jacksonville,FL 32207 2 50.0 13 -47 3 50.0 -69 -105 2 50.0 14 47 t 904 2%8066 2 100.0 12 40 3 100.0 -59 -95 2 100.0 13 46 ELM WestThe Maritime Building 3 10.0 15 -93 NOTES: 3 10.0 16 -65 911 Western Avenue 1.TABULATED COMPONENT AND CLADDING PRESSURES(Putt)HAVE BEEN CALCULATED IN Suite 575 ACCORDANCE WITH THE DESIGN BUILDING CODE PER NOTE 100.1 BASED ON ULTIMATE Seattle,WA 98104 3 20.0 14 -77 DESIGN WIND SPEED(Vult)PER NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH 3 20.0 15 -59 t 206 859 6485 ASCE 7-10 LOAD COMBINATIONS.TABULATED PRESSURES CAN BE CONVERTED TO NOMINAL elm-plan.com 3 50.0 13 -56 BY MULTIPLYING BY 0.6. 3 50.0 14 -52 3 100.0 12 40 3 100.0 13 46 ++++'' *,,,,, t♦*�i♦ WALL �* N 4 10.0 34 -37 pULj _cn 4 20.0 33 -3sMETAL DECK ATTACHMENT SCHEDULE ''•, ` ';� g ♦ ••' ss *' *0 4 50.0 31 -34 ZONE PATTERN NO OF SUPPORT DECK 4 100.0 30 -32 SIDELAPS FASTENERS MATERIAL 1 ® 36/4 3 5/8"DIA PUDDLE WELD 1 1/2"22 GA TYPE"B" 5 10.0 34 r:446 ) O � i � y 2 © 36/5 4 5/8"DIA PUDDLE WELD 1 1/2"22 GA TYPE"B" 3 © 36/7 4 5/87DIA PUDDLE WELD 1 1/2"22 GA TYPE"B" W 5 20.0 33 43 I 4 ® a to NOTES: 5 50.0 31 -39 O i 1. SIDELAP FASTENERS ARE#10 TEK SCREWS 5 100.0 30 -36 2. SEE TYPICAL WELD PATTERNS THIS SHEET. a 3.ATTACH DECK AT PERIMETER AT 6"OC. 4.SEE PLANS FOR ATTACHMENT OF PLYWOOD M W PARAPET ROOF SHEATHING. = !V c,n m 4 10.0 30 -33 36"COVERAGE W - • W V Lim 4 20.0 28 -31 �+ 3 C2 B 3 O C LL 4 50.0 26 -29 ❑ O❑ L 36/7 PATTERNZ Iz m a Q V1 a WWI > 36/5 PATTERN W a 4W Ln C 4 100.0 25 -28 4© Q Q a© °© 36/4 PATTERN J Q 5 10.0 30 42 Q J 5 20.0 28 -38 (2 © o© TYPICAL SUPPORT Q 5 50.0 26 -35 (2 W FASTENER LAYOUTS F- 5 100.0 25 -31 O© O a a) O Q NOTES: 1.TABULATED COMPONENT CLADDING PRESSURES(Putt)HAVE BEEN CALCULATED IN CCORDANCE WITH THE DESIGN BUILDING CODE O O PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED(Vult)PER NOTE 100.3A AND ISSUE DATES SHOULD BE USED INCONJUNCTION WITH ASCE 7-10 LOAD COMBINATIONS TABULATED Q PRESSURES CAN BECONVERTED TO NOMINAL VALUES BY MULTIPLYING BY 0.6. Q© NO. DESCRIPTION DATE o© ®a o o© oa o a OVERHANG COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM a=7'-6" a1=4'-O" THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF ELM,INC.ANDSHALL REMAIN THEIR PROPERTY.THE USE OF THIS DRAWING SHALLBE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: SCD CHECKED BY: LSS OA SCALE: AS NOTED At �Q COMPONENTS AND CLADDING a L SHEET NUMBER ATLANTIC ENGINEERING co SERVICES p 8501 Arlington w Building B,Suits 201 C*1 Jacksonville,FL 32217 SOe3 O PH:904.743.4833 FX:904.725.9295 r AES#316-269 1 2 5 6 7 8 9 11 12 13 J 105'-10" NOTES: 10'-3" 10'-4" 17'-0" 14'-8" 14'-8" 17'-0" 10'-4" 10'-3" 1'-4" L# 4 1. TOP OF EXTERIOR FOOTING ELEVATION=-2'-0"UNLESS NOTED OTHERWISE. TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM J I I I t I I I t 8"BELOW FINISH GRADE, ALL PLUMBING CONDUITS SHALL BE WF2.3 ( I I t ROUTED BETWEEN OR ABOVE COLUMNS AND MAT FOUNDATIONS. CONTACT ENGINEER FOR CONCRETE PIER AND I I t I I t REVISED FOUNDATION REQUIREMENTS IF MODIFICATIONS II I I t I ARE REQUIRED TO SATISFY THESE CONDITIONS. planning MUY1 I I I I i I 1 2. MW1 DENOTS 8"CMU WALL REINFORCED WITH#5 VERTICAL AT architecture I I 2'-O"OC CENTERED.PROVIDE#5 EACH FACE AT WALL CORNERS, I J i 104 I ( I I I I INTERSECTIONS,AND EACH SIDE OF WALL OPENINGS AND landscape architecture SIM S21 t I J I J I I VERTICAL CONTROL JOINTS. FILL REINFORCED CELLS SOLID I N I WITH 3000 PSI GROUT urban deli gn I I 1 I �. I I I I " t 2'-0" t 2'-0" t <* 3: I J 21-0" t 21-0 I , interiors I I I I77 t I environmental graphics N J I F14AX4 F14AX4 I t U- I � -- ------- -------- I I ELM East - ELM Studio 1035 Kings Avenue J ! F4 J F4 I F4 I I I i Jacksonville,FL 32207 t t 904 296 8066 I I I I I I I I I ELM West The Maritime Building = I I I I I I I I I I I t 911 Western Avenue 401 402 I - - Suite 575 S4,1 I Seattle,WA 98104 i t 206 859 6485 IF4 F4 F4 F4 i I elm-plan.com t I t `,�'��t�►tr ,fialirr��r�i In 0.9 Uj 10 10 '+ Q J I � • ,,��: '0 t0 I - IF4 F4 i ,�# •� ��►�� • rl�l«1��iicttt�� I t - - - - - I- -�-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 7 t V-8"X1'-8"X3'-0" DEEP CONCRETE FOOTING REINF WITH(12)#5 VERT AND 1'-0 1/2" I 1'_0 1/2" co F4 I #3 TIES AT 6"OC W F5X3 (TYP 3 LOCATIONS) LU TOP OF FOOTING EL-0'-5" D -� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II Q = D.1 V� 00 , V N M I W M Cfl 00 � I N � t cV m M a I o m a -� N eV D.9 I �, ! 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I FOOTING REINF WIT I - _ - I FOOTING REINF WITH #5 AT 12"OC EACH W4Y I I I - --�- _ _ - _ ---- - - I I I I #5 AT 1200C EACH WAY I I I k TOP AND BOTTOMk I I t t I I I t I I TOP AND BOTTOM t i I I J t I I I I I I I I I I I I I I I I I 1 I I 105 I I I 1 I t t I J 107 S2.1 I I I I I I 52.1 I I I I THIS DRAWING 15 AN INMUM ENT OF I t I I I I I I I I t I I t ► I , , t AND THESERVICE PROPERTY OF ELM,INC.NC.AND SHALL I I I I I I I I I I k f I REMAIN THEIR PROPERTY.THE USE OF THIS I J DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND J 1'-5 3/8" I ! 1'-5 3/8" PUBLICATION THEREOF IS EXPRESSLY LIMITED TO I V-8" 11'-7 1/2" 41-103/411 8'-0 3/8" 6'-4 3/4" 8'-8 3/4" 8`-11" 8'-8 314" df 6'-4 3/4" 8'-0 3/8" 4'-10 3/4" 12'-11 1/2" 6'-8" I SUCH USE. I 105'-10" PROD.#: 16- 13 21.1 DATE: 10.26.16 1 1.7 3 4 5.2 5.8 6.2 fi.8 7.2 7.8 8.2 8.8 9.4 10 11.5 DRAWN BY: SCD tO CHECKED BY: LSS FOUNDATION P LAN / SCALE: AS NOTED SPREAD FOOTING SCHEDULE SCALE: o 3/16"= 1'- " CONTINUOUS WALL FOOTING SCHEDULE C� �^ MARK FTG WIDTH FTG LENGTH FTG DEPTH REINFORCING MARK WIDTH"A" DEPTH"D" LONGITUDINAL REINFORCING TRANSVERSE REINFORCING �A F4 4'-0" 4'-0" 1'4" (5)#5 EW T&B WF2.0 2'-0" 11-4" (2)#5 T&B #3 TIES AT 16"OC 700. F5 5'-0" 5'-0" 114" (6)#5 EW T&B WF2.3 2'-4" 11-4" (2)#5 T&B #3 TIES AT 16"OC FOUNDATION PLAN ------------- F5X3 3'-0" 5'-0" 11-4" (4)#5 LW T&B#4 AT 12-OC SW T&B F14AX4 4'-0" 14'-4" 1'-4" (5)#5 LW T&B#4 AT 12"OC SW T&B co F27X6 6'-0" 27'-0" 2'-0" 1 (8)#6 LW T&B#5 AT 12"OC SW T&B SHEET NUMBER ATLANTIC ENGINEERING to SERVICES O 6501 Arlington Expressway Building B,Suite 201 N Jacksonville,FL 32211 sill O PH:904.743.4633 FX:904.725.9295 AES#316-269r PERMIT DRAWINGS 1 2 5 fi 71 8 9 11 12 3 NOTES: ' 1 105'-10" 1. REFERENCE FINISH FLOOR ELEVATION 0'-0"=TOP OF FLOOR SURBORDINATE 10'-3" 10'-4" 17'-0" 14'-8" 14'-8" 17'-0" 10'-4" 10'-3" 1'-4" FLOOR ELEVATIONS, SLOPES,AND RECESSES WITH ARCHITECTURAL AND CIVIL DRAWINGS. 1 I I I I I r I 2. REINFORCE FLOOR SLAB AT ALL RE-ENTRANT CORNERS, INCLUDING I SIM I CORNERS OF RECESSED SLABS,WITH(2#4 X 5'-0"CENTERED DIAGON/'BARS 104_ -- __- -_-__I ---- I I I I I LOCATED 2"CLEAR FROM TOP OF SLAB AND 2"CLEAR FROM CORNERS. 5" NCRETE SLAB ON I I I 1 3. SLOPE SLAB TO FLOOR DRAINS AS INDICATED BY THE ARCHITECT AND MPACTED FILL REINFORCED PLUMBING ENGINEER. MAINTAIN 4"MINIMUM SLAB THICKNESS AT ALL SLOPED WITH 6X6-W2.OXW2.0 WWR. I I I I I I I 1 ► AND RECESSED SLABS. planning SAWCUT CONTRACTION JOINTS I I I I I I I 1 4. PREFABRICATED tekR STEEL PAN WALL SY., A. THE LOAD-BEARINGVALL architecture ' ' ' 101 ' 1 I ( I SYSTEM AND THE CONNECTIONS TO THE SUPPORTING STRUCl' L BE DESIGNED BY 106 102 _- I THE DELEGATED STRUCTURAL ENGINEEFESIGNATED BY THE WALL SYSTEM landscape architecture S2.1 I S2.1 I S2.1 I I I I MANUFrAC-TURER. THE DESIGN SHALL COMPLY WITH THE DESIGN LOAD CRITERIA, 1 I I I I I ( I DEFLECTION LIMITS,ANOONSTRUCTION DOCUMENTS.THE PREFABRICATED STEEL PANEL urban design I I WALL SYSTEM MANUFACTURER SHALL PROVIDE SIGNED AND SEALE11CONSTRUCTION interiors DRAWINGS AND CALCULATIONS PREPARED BY THEIR DELEGATED LICENSED 1 - ► Y, I I 1 __� I I I I STRUCTURAL ENGINEER. environmental graphics EE ARCHITECTURAL DRAWINGS FOR HEIGHT WIDTH AND LOCATION L S GS O O mPAL S . . _ _ . .,,.. _ I AND WALL OPENINGS. VERIFY ROUGH OPENING DIMENSIONS V8 ARCHITECT I I I T-5" I I I AND WINDOW/DOOR MANUFACTURER. ELM fast 5'-01/2" 1-4 1/2 "I ELM Studio r j 1 I r i rl r I 1 6. PREFABRICATED tekR STEEL PANEL WALL SYSTEM SHALL BE FABRICATAND 1035 Kings Avenue Iv INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SIGNED ANDSEALED Jacksonville,FL 32207 CONSTRUCTION DOCUMENTS PREPARED BY THEIR DELEGATECENGINEER. THE t 904 296 8065 i 1 I i r I 11 ! I 1 CONTRACTOR SHALL COORDINATE THE SLAB EDGE RECESS WIDTH AND THE i s I MANUFACTURERS SPECIFIED WALL PANEL CONNECTIONS PRIOR TO FABRICATION ELM West I I I I I AND CONSTRUCTION OF THE CONCRETE SLAB. 401 402 The Maritime Building - - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - - - _�- - - 7 m venue - - - - - S4 1 .�� r COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE INSTALLED AND 911 Weste A M ATTACHED TO THE BUILDING STRUCTURE IN ACCORDANCE WITH SIGNLUD Suite S75 SEALED CONSTRUCTION DOCUMENTS PREPARED BY A DELEGa3MM-FORMED STEEL Seattle,WA 98104 FRAMING SYSTEM ENGINEER. SEE STRUCTURA&ECTIONS FOR PROPOSED t 206 859 6485 I n " CONFIGURATION OF COLD-FORMED ST11E MING. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL COLD-FORMED STEEL FRAMING SYSTEM REQUIREMENTS. elm-plan.com 5 I y 103 "' SAWCUT SLAB CONTRACTION ,j��� JOINTS AT 12'-0"OC.VERIFY8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN6ISTALLING ALL ��,+` * �t., N 52.1 r103 EMBEDS, INSERTS,COMPONENTS,AND ACCESSORIES REQUIRED BY EACH .* 0'•, p ' 0 9 LOCATIONS WITH ARCHITECT � Q ' ' S2.1 MANUFACTURER FOR THE COMPLETE INSTALLATION �! •'• �'• � r OF THE COLD-FORMED STEEL FRAMING, FABRIC AWNINGS,ANWREFABRICATED •'� Li M STEEL PANEL WALL SYSTEMS. Ln I 5" CESSED SLAB AT WALK-IN 1 •�u tae; -0 � EEZER. SEE TYPICAL DETAIL ON S5.1 O• . Vi `> I 2'-11" VERIFY DEPTH, DIMENSIONS,AND d 111 .• S. w a - -� -+- - - - - - - - - LOCATION WITH ARCHITECT AND I '•,� f.'g .` Z EQUIPMENT MANUF ? '�., '••......•.•• ,.• ' • I i 8"X8"X1/4"6063-T5 ALUMINUM POST (TYP 3 LOCATION) F - - - - - - - - - - D - - - - - - - - - - - - - - - - I =' _ I - - - - - - --'_- ' - - - - - - - - - - - - - - - - - D I I t I I i D.1 co 1 I 3'-0"X3'-0"X8"DEEP 'n s I! I THICKENED SLAB CENTERED °0 I 10'-0 1/2" 10'-01/2" BELOW EACH DECORATIVE w I r STEEL COLUMN. REINF 1 co co 103 I 20.1" ' WITH{4}#4 EACH WAY I ._ < M S2.1 I I CENTERED TYP(4)LOCATIONS D.9 Ir = W Q N CO M LU Uj D II t1� Z m MM !;I. I 4"C NCRETE SLAB ON VAPOR ARDER ON TERMITE TREATED I I I a Q u COMPACTED FILL REINFORCED WITH •- i ;, I I W40 6X6-W 1.4XW1.4 WWR �j I I I F- Ln C ! ! I 406 - I Q ev 101 1 S4.1 403 Q li S2.1 S4.1 Q II 1 W I 102 � 104 ! � , I F ! �,II � 405 1 1 I 1 1 1 1 1 1 404 1_ I III 'i S2.1 Cr ! J I 1 i r _1 I I 1 S4.1 Q2 ---- Ln I G c ' S2.1 N YI II, ISSUE DATES - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -t-- I- ---I- -I- - r-- t- - -t- -1 - I �I' 1 � NO. DESCRIPTION DATE H I I I I I I I I - J CID WOO r I - --I- - `� - -�- - 4 �--, - -I- - - - - -k-- - - - -I - - - I- - - - - -I - -�- - - - _ - _ -1- I K - i r _ •- I I I ' I - I J I 5"C NCRETE SLAB ON "' �-,. _ _ 1' I I 1p1 STIEEL PANEL MPACTED FILL REINFORCED ce) I _ _ I 1 M o 1 101 1 1 1 ' - --_I ' ► -. _► WALL SYSTEM WITH 6X6-W2.OXW2.0 WWR. P(NOTE 4) I SAWCUT CONTRACTION JOINTS I I I I I 103 I I f AT 12'-0"OC j I I I I I I I I I I I I I 1 I I I I I I I I I I I s2.1 I I I I I I I 1 I 105 I I 107 I I I I I I I I I I I S2.1 Ilk s2.1 I I I I I I 1 I i I I r I I I 1 { 1 I THIS DRAWING IS AN INSTRUMENT OF SERVICE 1 I I 1 I 1 1 1 1 1 I 1 1 1 i REMAIN THEIR PROPERTY.THE USE OF THIS AND THE PROPERTY OF ELM,INC.AND SHALL i 1'-5 3/8" 1 1 1'-5 3/8" DRAWING SHALL BE RESTRICTED TO THE 11'-71/2" 4'-10 3/4" 8'-0 3/8" 6`-4 3/4" 8-8 3/4" 8'-11" 8'-8 314" 6'-4 3/4" 8'-0 3/8" 4'-10 3/4" 12'-11 1/2" 6'-8" I ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. 1 1.7 3 4 5.2 5.8 6.2 6.8 7.2 7.8 8.2 8.8 9.4 10 11.5 13 PROD.#: 16-21.1 DATE: 10.26.16 Q DRAWN BY: SCD CHECKED BY: LSS �� SCALE: p SLAB PLAN �, AS NOTE SCALE: 3/16"= 1'-0" 14� SLAB PLAN Go - a SHEET NUMBER TLANTIC ENGINEERING m SERVICES N 6901 Arlington Expressway Building B,Sults 801 14 Jacksomriile,FL 32211 S1 * 2 PH:904.743.4633 FX:904.729.9295 _ AES 1 Z NOTES: v 1. PREFABRICATED tekR STEEL PANEL WALL SYSTEM. THE LOAD-BEARING WALL SYSTEM AND THE CONNECTIONS TO THE SUPPORTING STRUCTURE SHALL BE DESIGNED BY THE DELEGATED _ STRUCTURAL ENGINEER DESIGNATED BY THE WALL SYSTEM MANUFACTURER.THE DESIGN SHALL COMPLY WITH THE DESIGN LOAD CRITERIA,DEFLECTION LIMITS,AND CONSTRUCTION DOCUMENTS. THE PREFABRICATED STEEL PANEL WALL SYSTEM MANUFACTURER SHALL PROVIDE SIGNED AND SEALED CONSTRUCTION DRAWINGS AND CALCULATIONS PREPARED BY THEIR DELEGATED LICENSED 1 2 5 6 7 8 9 11 12 13 STRUCTURAL ENGINEER. 106-10" 2. tekR STEEL PANEL WALL SYSTEMS SHALL BE DESIGNED TO SUPPORT THE MASONRY VENEER. THE DESIGN OF THE VENEER TIES,LEDGER 10'-3" 10'-4" 17'-0" 14'-8" 14'-8" 17'-0" 10'-4" 10'-3" 11-4" �/� ANGLE,AND THE CONNECTION OF THE LEDGER ANGLE TO THE STEEL PANEL WALL SHALL BE THE RESPONSIBILITY OF THE planning I I I DELEGATED STEEL PANEL WALL SYSTEM ENGINEER. THE STEEL PANEL architecture WALL SYSTEM MANUFACTURER SHALL SUBMIT SIGNED AND SEALED I 1 1 1 1 1 i CALCULATIONS AND PROPOSED CONNECTION DETAILS TO THE landscape architecture I I I I I I I 1 I ARCHITECT. 1 urban design 1 I ! 1 1 I 1 I 1 3. MOMENT CONNECTION FOR CANTILEVERED BEAM. WELD TUBE I I I + I I 1 I STEEL BEAM TO COLUMN WITH FULL PENETRATION GROOVE WELD ALL interiors 1 I AROUND.I environmental graphic I I I I I I I 1 4. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT,WIDTH,AND LOCATION I I 201 I 1 I I I STEEL PANEL I OF WALLS AND WALL OPENINGS. VERIFY ROUGH OPENING DIMENSIONS II I S2.2 I WALL SYSTEM I 1 WITH THE ARCHITECT AND WINDOW/DOOR MANUFACTURER. ELM East TYP(NOTE 1) 1 1 I I I I I I 5. PREFABRICATED tekR STEEL PANEL WALL SYSTEM SHALL BE ELM Studio 1 1 I ( FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 1035 Kings Avenue I MANUFACTURER'S SIGNED AND SEALED CONSTRUCTION Jacksonville,FL 32207 DOCUMENTS PREPARED BY THEIR DELEGATED ENGINEER. THE t 904 295 8066 --- ---- --- I _ _ -- ------ --- - - - ------- - _ - ! I CONTRACTOR SHALL COORDINATE THE SLAB EDGE RECESS WIDTH AND THE MANUFACTURER'S SPECIFIED WALL PANEL CONNECTIONS ... , _ .� I � ELM West - --- HSS6X6X1/4 HSS6X6X1/4 -- - - --`- 1-�5$fiX6X1T4 -�- - - _ Hn6m174-- - - I PRIOR TO FABRICATION AND CONSTRUCTION OF THE CONCRETE' HST6X6X1/4 HMUX6-X1T The Maritime Building 1 ^ ( 11'-3 1/2") 1 (11'-3 1/2") 1 ( 11'-31/2") 1 ( 11'-3 1/2") I ( 11'-3 1/2") I ( 11'-3 1/2") I 1 SLAB. 911 Western Avenue I I I i I I Suite 57S 6. COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE INSTALLED AND Seattle WA 98104 I °`'? I 1 ( 1 ATTACHED TO THE BUILDING STRUCTURE IN ACCORDANCE WITH t 206 8596485 SIGNED AND SEALED CONSTRUCTION DOCUMENTS PREPARED BY A CO:iI DELEGATED COLD-FORMED STEEL FRAMING SYSTEM ENGINEER. V I I I I ` ► SEE STRUCTURAL SECTIONS FOR PROPOSED CONFIGURATION OF elm-plan.com y. 401 402 I COLD-FORMED STEEL FRAMING. SEE GENERAL STRUCTURAL NOTES B - - �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ .FISSfiX6X114 - - - Y _ _ _ _ _ _ _ � FOR ADDITIONAL COLD FORMED STEEL FRAMING SYSTEM ���%`'t'�� r�r♦r�� �r HSS6X6X1%4i S4.1 ! REQUIREMENTS. .•`� 1 a 1 p (11-3 1/2 ).. y J 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL EMBEDS, INSERTS,COMPONENTS,AND Z ps N I ACCESSORIES REQUIRED BY EACH MANUFACTURER FOR THE _p in I COMPLETE INSTALLATION OF THE COLD-FORMED STEEL FRAMING, %0 1 FABRIC AWNINGS,AND PREFABRICATED STEEL PANEL WALL SYSTEMS. w r ` CV I n rte+ ••• •' z 202 X X I 8. 5/8 APA RATED EXPOSURE 1,40/20 SPAN RATING PLYWOOD ROOF r N LID S2 2 !co CO"' CO SHEATHING. ATTACH PLYWOOD WITH#12 TEK SCREWS AT 6"OC AT +'�i,� ••«••'''•� ��.�`�+ g O.9 T C0 V) II ZONES 1 AND 2;4 OC IN ZONE 3. SHEATHING SHALL BE '•., * <<` co ATTACHED AT ALL ENDS AND INTERMEDIATE SUPPORTS. 202 f ;I S2 2 9. PROVIDE SEPERATION BETWEEN DISSIMILAR METALS. T-8 7/8" 12'-1 (Jf " I � 4 U 6'-701 8" I M C9X1 (O V--x Z! r �D' I a a a _ F'1HSS6> 6X8 X1/4 6063-T5 HSS6X6X1/4ALUMINUM BEAMU vi 11'-31/2") 1 "C! EL+10-1D __ 1 - - - - - - - - - - - - - - - - - - ---- - - - - ------ ------ --- ---- - ----- --_- - _ �„L.j eM __ - - - - - - - - - - - - - - - - - - - - - - • - 11-3 1/ a ' � T f m N D.1 _ NOTE 3 m - _ NOTE 2 X u. aocf) ri .- 1 co �� J V Ch :- -� C7 I C�3 cXo ' j` '�� C V Go to M D.9 ' o I V 11'-31 I Q W � ;}+ HSS --- - - - - - - a Q ('206 Q NOTE 2 S2.2 Q M � "I Q ! - CID W o w I ... 406 zQD ! I x� 403 C- ' Q co S4.1 j l co (O i I� r S4.1 C0 r t/ j OD NOTE 2 NOTE 2 ISSUE DATES I � NO. DESCRIPTION DATE 405 t 1 a (11 -3 1/2 ) I I I I ► I I 1 I I i 404 Sk-- F ' _---__ . ___------------- X1/4 - I HSS6X6 _ S4.1 ( I I - - - - - - - - - - - - - - -1 S4.1 HSS6X X1/4 -- ------- __ _ -I --J 1- I - _ 6"X8"X1/4"6063-T5 �._� ALUMINUM BEAM - - - - - - - - ° - - - - 7 ' - - - - - - - - - - - - - - - - - - - - - - IZr co V- EL 10-1 2C --�V S's -f-- I- -i- -i-- -- -+ I- 6 - �, X V- L ' - Wit' I 6�6x?"� �+ Nd, �, .1 I H I 1 " a~ 1 I 1 I I A i p � 1 1- � 11-3 1l2 ) ,,�. 1�• - - - - - - - - - - - - - - - - � - ( 11'-31/2') 11-31/2 ) - I- - - - - - - - - - - - - - - r, HSS6X6X1/4 -�� , ' ' � r '� I ��` ��_ SS6XfiX114 --- 4X -- " i -1'-' I 1 '1 11'- " 1220 K _� 1 11 1 a 1 1 2 _ 1 - , 11 1 1I t I MR QA2 I .l _ _ _ _ } . _ l / I.I . Vk - - - - - - -- - - 1 _ I_ ,_- _ - 9 H - - - - I - S - - - - - - - - - - - - - - - - - 6X4 1 '�s �, ; ! SS8X4X1/4 H X4 14 e� SS8 X I � p I /203 ,,, I ,, y - - .- - - - - HSS10X6 1i4i � ' _ x � - _ : -- : i 3 _ 1 1 � , •- ,I �i � ' n- ;; , ' ,� 1' �� ,`� 0 . THIS DRAWING IS AN INSTRUMENT OF SERVICE I 1(13 t .� I ( 1'1- 1 I�' �, I I I I 3� �� , '` � `, , ,; 112 I AND THE PROPERTY OF ELM,INC.AND SHALL 205 1 C) ' < REMAIN THEIR PROPERTY.THE USE OF THIS i I fDRAWING SHALLBE 52.2 I i ORIGINAL S TE FOR WHICH AT IS PREPARED AND I HSS8 X1/ 1X4 3/8 SS X4X1/4 I PUBLICATION THEREOF IS EXPRESSLY LIMITED TO 1 I 1 1 SUCH USE. I I I ( 13'-3 1/2" I 1 210 I 1 I 1 I I DECORATIVE WOOD 211 S2.3 1 I 1 ( 1 209 1 BEAM SEE ARCH 1 I 1 1 1 1 PROD.#: 16-21.1 1 1 I I I I 52.3 I I I DATE: 10.26.16 1'-5 3/8" I I S2.3 I I I 1 1 1'-5 3/8" 1 6'-8" 11'-7 1/2" 41-103/411 V-0 3/8" s'-4 3/4" 8'-8 3/4" 8'-11" 8'-8 3/4" 61-4 3/4" 8'-0 3/8" 4'-10 3/4" 12'-11 1/2" do 6'-8" 1 DRAWN BY: SCD OCHECKED BY: LSS �� SCALE: AS NOTED �c 1 1.7 3 4 5.2 5.8 6.2 6.8 7.2 7.8 8.2 8.8 9.4 10 11.5 13 ' ��► INTERMEDIATE FRAMING INTERMEDIATE FRAMING PLAN PLAN N r TLANTIC SHEET NUMBER WNGINEERING ERVICES - T N 6501 Arlington Expressway N JacksonvBle,F!32211 O Hi:SM.7ing ,42.4633Buite 1 FX:904.725.9295 AES_ T #316-269 NOTES: 1 2 5 6 7 8 9 11 12 13 1. 1 1/2"DEEP,22 GA,TYPE"B"GALVANIZED METAL ROOF DECK. 1051-10" SEE DECK ATTACHMENT DIAGRAM ON SHEET S0.3. 10'-3" 10'-4" 17'-0" 14'-8" 14'-8" 17'-0" 10'-4" I 10'-3" 1'-4" 2. SJ#-DENOTES SPECIAL JOIST WITH NON-UNIFORM LOADING CONDITION. JOIST SHALL BE DESIGNED FOR THE POINT LOADS INDICATED ON PLAN IN ADDITION TO UNIFORM DEAD LOAD OF I 100 PLF, UNIFORM LIVE LOAD OF 100 PLF,AND WIND UPLIFT I I I I I I I LOADS PER THE WIND DESIGN CRITERIA iNDIATED IN T11GENERAL I NOTES. LOADS INDICATED ON PLAN ARE THE RESULT OF ALLOWABLE planning STRESS DESIGN LOAD COMBINATIONS PER ASCE 7-10. THE JOIST I 1 MANUFACTURER SHALL SUBMIISTRUCTURAL CALCULATIONS WITH THE SHOP architecture I I I I I I I DRAWINGS STAMPED BY REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, FOR THE DESIGN OF ALL landscape architecture I SPECIAL JOISTS, FOR REVIEW BY THE STRUCTURAL ENGINEER. urban design I I I I I I I I I i 201 I I I I I I ' 3. PREFABRICATED tekR STEEL PANEL WALL SYSTEM SHALL BE Interiors ► FABRICATED AND INSTALLED IN ACCORDANCE WITH THE I S2.2 I I I I I I MANUFACTURER'S SIGNED AND SEALED CONSTRUCTION environmental graphics DOCUMENTS PREPARED BY THEIR DELEGATED ENGINEER. THE I 1 CONTRACTOR SHALL COORDINATE THE SLAB EDGE RECESS I I I I I I WIDTH AND THE MANUFACTURER'S SPECIFIED WALL PANEL CONNECTIONS PRIOR TO FABRICATION AND CONSTRUCTION OF ELM East ____ ELM Studio THE CONCRETE SLAB. - -,,-_ _ _ _ _ _ r -_- _ 103S Kings Avenue A 'ngs I - - - W 12X19 ( 15'-9") W 14X22 ( 15'-9") W 14X22 ( 15'-9") W 14X22 (15'-9") W14X22 (15'-9") W 12X19 (15'-9") 4. COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE INSTALLED Jacksonville,FL 32207 I I I I I I I I AND ATTACHED TO THE BUILDING STRUCTURE IN ACCORDANCE t 904 296 80� WITH SIGNED AND SEALED CONSTRUCTION DOCUMEN11EREPARED • ,� � I i I i I � j i - BY A DELEGATED COLD-FORMED STEEL FRAMIhS3'STEM ENGINEER. SEE ELM West �: I I I I # I r I I STRUCTURAL SECTIONS FOR PROPOSED CONFIGURATION OF COLD- cV c� The Maritime Building 1 I I I I I I FORMED STEELFRAMING. SEE GENERAL STRUCTURAL NOTES FOR I ADDITIONAL COLD-FORMED STEEL FRAMING SYSTEM 9ii Western Avenue j I I REQUIREMENTS. Suite 575 _- -- -, Seattle,WA 98104 1 40 _ , jl _ _ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING t 206 8546485 W12X1 151-10 15/1fi') S4.' W12X AND INSTALLING ALL EMBEDS, INSERTS,COMPONENTS,AND I (15'-101 /1fi") ACCESSORIES REQUIRED BY EACH MANUFACTURER FOR THE elm-plan.com COMPLETE INSTALLATION OF THE COLD-FORMED STEEERAMING, PREFABRICATED CANOPY,AND PREFABRICATESTEEL PANEL WALL 1 N ! N 1 N / N 1 N ! N 1 N ► N / N 1 N / N 1 # N ! N i N 1 N 1 N 1 N 1 N 1 N 0% ,,� 4'-3w 51.3" 5-3 5-0 5-0 5-0 51-0" -0 5-0 5-0 5-0 5-0 6- 5-0 5-0 51-0" 5-0 5-0 41.6" 51.7" 41-8m I SYSTEMS. ,�•,` ••' • •` .,�, Q , • r 32LH08 SJ 32LH(SEE NO E 2) 32LH08 ••� Q • D M Q L!'1 c� N c0 - 0.9 =LOW 202 3 I i7� ` W a r2O8s2.2I 2oz .,,,0 z •. ..r'••g.•••' z g S2.2 .•• /NOTE 1 r�rrtrr�� I 1 .I I I -- - - - - - - - - - - - 1'-012" - - - - - - - - - - 1' 12" w • __________ ___ __ _ _____ W 14X22 �t 4.5K "SZ 4.5K I 11 -- Q ior 1 . (n C N � � � M 204 7P • D.9 S2.2 Y. LL �- 0y ACS v � - - - - - - - - - - - - - - - - - - - - - - 1 - W M M - - - - - _-- -- -- E m M 2.oK 206 CLai Q u 2.OK LU *+ 1 �^ NOTE 1 p N ; S2.2 J LA C W8X1 I # ,, 3TTDPIA ST PIPE �- *+ Ta, \ NOTE 1 4� HSS4X4X1/4 •J ( 1T-8 518") \ 403 S4.1 '-6 1/2 Q 2.5K 4.5K 2.5K 4.5K `, 2.5K S4.1 Uj yN 1 e N .1P I oI 1 as 207 I F I 4'05 i I ' 'a' I 1 'r i I 1 I S2.2 ► 404 I W12 19 �' ISSUE DATES W12X19 I - - - - ---- ( 16'-10 8" - - S4.1 - - - � � - - - - - - - - � - - - I- - - - - - - -# _ S4.1 - - 1 NO. DESCRIPTION DATE OD - - - - - -�� � 3, " 203 I o ' ' T1s � 4. X 5 `' ��� ' S2_2 H I S ,� i HSS4 1/4 a o, �- - I I 17�C1' 1 ' `�� N . t114111 - =09See - 18'-0 7/1 _ - : " -- i, - - - - - - - - - - - - - - --I - - --�-- - - c 7 � --�- - - - -�- - - -r - - - r- -�? - - - -� - - - - - - - - -�-- - - - - - - 0 K n " (�7 w��. - - - - - ._ W12X1 - - - - I ...-..�----ter L I I 203 _ _- 20 S2.2 ► - - ' I - ___- S2 I 1 I I I I I ADJUST JOIST BEARING I I I I I I I I SEAT DEPTH ALONG I I I I I CURVED FRONT AS I I I I 210 I REQUIRED TO MAINTAIN I S2.3 I I I i 11/4"PER FOOT MIN I I I I THIS DRAWING IS AN INSTRUMENTOF SERVICE I I I I ROOF SLOPE I I 211 i I I I I AND THE PROPERTY OF ELM,INC.AND SHALL I I I 209 I I I I I REMAIN THEIR PROPERTY.THE USE OF THIS I I I I I S2 3 I I I DRAWING SHALL BE RESTRICTED TO THE I I I I ORIGINAL SITE FOR WHICH IT IS PREPARED AND I I I I I I i I I 1 I PUBLICATION THEREOF IS EXPRESSLY LIMITED TO l SUCH USE. 1'-5 3/8" I I 1'-5 3/8" I I 6'-8" 11'-7 1/2" 4-10 3/4" 8'-0 3/8" 6'-4 3/ " 8'-8 3/4" 10.4 8'-11" 8'-8 3/4" 6'-4 3/4" 8'-0 3/8" Of 4'-10 3/4" 12'-11 1/2" 6'-8" I PROD.#: 16-21.1 DATE: 10.26.16 �� DRAWN BY: SCD 1 1.7 3 4 5.2 5.8 6.2 6.8 7.2 7.8 8.2 8.8 9.4 10 11.5 13 �C'� CHECKED BY: LSS SCALE: AS NOTED LOW ROOF FRAMING PLAN A� � SCALE: 3/16"= 1'-0" LOW ROOF FRAMING PLAN - a T SHEET NUMBER rTLANTlC WENGINEERING ERVICES 6501 T N BulkNing 0,Suits 201 Expressway N JacksawNts,FL 32211 p PH:904.743.4633 FX:904.725.9295 r AES 1 2 planning architecture landscape architecture urban design Interiors environmental graphics ELM East ELM Studio 1035 Kings Avenue Jacksonville,FL 32207 NOTES: It 904 296 8065 208 1. 518"APA RATED EXPOSURE 1,40/20 SPAN RATING PLYWOOD S2.3 ROOF SHEATHING. ATTACH PLYWOOD WITH#12 TEK SCREWS AT ELM West 6"OC AT ZONES 1 AND 2;4"OC IN ZONE 3. SHEATHING SHALL BE The Maritime Building ATTACHED AT ALL ENDS AND INTERMEDIATE SUPPORTS. 911 Western Avenue Suite 575 L COLD FORMED ETAL F G C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COMPONENTS,CONNECTIONS, ETC SHALL BE DESIGNED BY A t 206 859 6485 \ PROFESSIONAL ENGINEER EMPLOYED BY THE COLD-FORMED METAL SUB-CONTRACTOR. ALL MEMBERS SUPPORTING PLYWOOD elm-plan.com SHEATHING SHALL BE 16 GAUGE MINIMUM. PROVIDE 16 GAUGE a -' \\ MINIMUM BLOCKING AT ALL EAVES. t1,116111 '11*"�•►,*��rir 3. COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE INSTALLED AND .'►'� ,,.••••••• • � �'', p „ — — — — — — — — — — — — ATTACHED TO THE BUILDING STRUCTURE IN ACCORDANCE WITH •'• '•, \, SIGNED AND SEALED CONSTRUCTION DOCUMENTS PREPARED BY A4i �►�•� p nn DELEGATED COLD-FORMED STEEL FRAMING SYSTEM ENGINEER. -6 A Ln SEE D SEE STRUCTURAL SECTIONS FOR PROPOSED CONFIGURATION OF cc• oto W COLD-FORMED STEEL FRAMING. SEE GENERAL STRUCTURAL NOTES Z 0' w FOR ADDITIONAL COLD-FORMED STEEL FRAMING SYSTEM ; w o. cc REQUIREMENTS. Z 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND ���''�i ••�•• • ••••� �`� INSTALLING ALL EMBEDS, INSERTS,COMPONENTS,AND ��''��•,,, ������s�•`� _ _ _ _ _ _ _ _ /_ '_ _ _ , ACCESSORIES REQUIRED BY EACH MANUFACTURER FOR THE E - - - - - - - - - - - - - - - - - - - - COMPLETE INSTALLATION OF THE COLD-FORMED STEEL FRAMING, V, \ PREFABRICATED CANOPY,AND PREFABRICATED STEEL PANEL PRE-ENGINEERED WALL SYSTEMS. % COLD-FORMED STEEL C\_3D \ TRUSSES AT 24"OC L.J �\ (NOTE 2) NOTE 1 M WCRN \\ ca Q 'a N �, 207 G.� �..� W m u. 405 I I I I I I I I I \ I 52.2 , 404 U. �-- O C v S4.1 54.1 z Q m C') I I I l I ► I ► l I ��,I I ICL V I I T� < W 01 . �' '� Ln C ,I oIF aC a cc G — — — — F — — —i — — — 1 — — — — — — — — — H Q — — — - — — I-- - -........ - - - - - '�- —r - co - - - - - - - - - - - - Uj - K - - — . I. ___ - - --- -- ---- - tn I \ - —� _a — — 77 ISSUE DATES Y 210 NO. DESCRIPTION DATE I i I I 1 I I ( 1211 I I I 209 I I I I I I I 52.3 S2.3 I i I I I I I I I I I " I I I I I I I I I 1 I 1-5 3/8 1 1 1'-5 3/8" 4'-10 3/4" 8'-0 3/8" 6' 3/4" 8'-8 3/4" 8'-11" 8'-8 3/4" 6'-4 3/4" 8'-0 3/8" 4'-10 3/4" .00 10 Of 3 4 5.2 5.8 6.2 6.8 7.2 7.8 8.2 8.8 9.4 10 THIS DRAWING IS AN INSTRUMENT OF SERVICE H i G H R9�0 F FRAMI�NG�P LANAND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY.THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE SCALE: ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. OA x►� PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: SCD , CHECKED BY: LSS SCALE: AS NOTED HIGH ROOF FRAMING PLAN - a N IN SHEET NUMBER TLANTIC ENGINEERING SERVICES 6501 Arlington ExIomsm ay Building B,Suits 201 PH:904.743.+4633 FX:904.725.9295 C Jacksonville,FL 32211 S1v5 CMU"U"BLOCK REINF VENEER SEE ARCH. VENEER SEE ARCH. WITH(1)#5 CONT. PROVIDE ALUMINUM COLUMN ATTACHMENT OF MASONRY tekR PREFABRICATED ATTACHMENT OF MASONRY tekR PREFABRICATED CORNER BARS AT EACH END =.. _ VENEER TO WALL PANEL BY STEEL PANEL WALL VENEER TO WALL PANEL BY STEEL PANEL WALL OF WALL ARCHITECT AND WALL SYSTEM ARCHITECT AND WALL SYSTEM SYSTEM MANUF 2,-p, SYSTEM MANUF 2'-0" STOREFRONT/LOUVER CMU WALL SEE ARCH FILL CAVITY OLID FILL CAVITY SOLID 2'_p• EJ MATERIAL C S WITH 3000 PSI GROUT 7 WITH 3000 PSI GROUT " #4"Z"BARS AT 24"OC #4"Z"BARS AT 24"OC #4 AT 24"OC CONCRETE SLAB OR EJ MATERIAL PAVEMENT SEE CIVIL FINISH GRADE OR CONCRETE SLAB CONCRETE SLAB FINISH GRADE OR CONCRETE SLAB CONCRETE SLAB _ PAVEMENT SEE CIVIL � planning CONCRETE SLAB PAVEMENT SEE CIVIL ,� � EJ MATERIAL architecture 773 A e — � tee- d _-.r d r= 'L __a. t'. i — �..• landscape architecture , . '�r-._ _ _ f a . _ � . `tom. • •...�.` •d• - _ • .��f. .t , . , _° If •' 7- 7 �11 a d A d d _ _ • _ a — — urban d — esi ._. :' Z -4 . ° z _• _ •' $ ' ° z a e eI—I i—I I —►I "411 s d _ — _ _ •' •d, — — — — °a FILL CELLS BELOW I_I 11_I I I=1 Z ° -11 I—III-1 (-1 •_ • , . _I 1 f-1 11-11 I_I I I _ -° • • O interiors N °,° ° • ° :. ,• cV g ;. ♦Q - •. o ° ,°- 4. a .; fd FINISH FLOOR WITH � LL z N a, 3000 PSI GROUT �d a O environmental graphics ••_ i.• a' CONCRETE TURN-DOWN - e d w • •, `:a REINF WITH(1)#5 CONT TOP '''' ° ; ' CONCRETE TURN-DOWN , m CONCRETE TURN-DOWN AND(2)#5 CONT BOTTOM ` d a'• W Oz ELM East •d • °� �°- ° ' ELM Studio REINF WITH(1)#5 CONT TOP REINF WITH (1)#5 CONT TOP ° I r 4 _ — 6" 1'-0" AND(3)#5 CONT BOTTOM 6" 1 I-p" AND(3}#5 CONT BOTTOM DOWEL TO MATCH SIZE ; ';= a '°, d-< N 1035 Kings Avenue 1'-0"MIN AND SPACING OF VERT • ° ° WALL REINF - •1 - ° - ° • - Jacksonville,FL 32207 a ° e t -- '!- d t 904 296 8065 SECTIONSECI-ION CONCRETE FOOTINGELM West 101 102 SECTION 103 d ° • d' ' The Maritime Building SCALE: 314"= 1'-0" $2,1 SCALE: 3/ "= V-0" $2,1 SCALE: 3/4"= 1'-0" S2.1 11 Western Avenue Suite 57S SECTION 1 Oq, Seattle,WA 98104 t 206 859 6485 SCALE: 3/4"= V-0" 'S2.1 elm-plan.com LOUVER SEE ARCH �.` ,.•+•" I ♦O'er. p CFS FRAMING DESIGNED O *.• ti, '•! BY OTHERS I STEEL COLUMN STEEL COLUMN �� j! 4 r•:Q N _ I I ' EQUIPMENT PAD. =0 SEE TYPICAL EQUIPMENT I , Q� L n TURNDOWN SLAB EDGE PAD DETAIL ON S5.1 , TURNDOWN SLAB EDGE '. '. 'r! LU a ' AROUND BLOCKOUT REINF 2,-p" ; ; AROUND BLOCKOUT REINF 01.10 0 �' Q��.� Z I ; WITH#5 CONT TOP AND BOTTOM �-- ; WITH#5 CONT TOP AND BOTTOM •.,,, •*•,,.••�� • g ' I ' EJ MATERIAL - I #4 AT 24"OC i i ••��its - � � � CONCRETE SLAB 1 1 FINISH GRADE OR I , FINISH GRADE OR I , PAVEMENT SEE CIVIL , CONCRETE SLAB CONCRETE SLAB PAVEMENT SEE CIVIL I I 'd- '"• I t • ,, .li ' �• ,d _ a T °• ,d - ° .• ,d_ ,. _ _ d, 1 1 � �' i" • , 'i. ±O y °,ate• REINFORCE BLOCKOUT WITH a' ° ' .,; d =•' ° ° _ —.• =' . , W #3 TIES AT 6"OC. FILL BLOCKOUT ° i 1 ,t Q '64 •, -° ': _ d_ ~•. a;° a _ d° q • —I 1 I-1 I 1-I i I- 'I • ° da• ` WITH MIN 3000 PSI CONCRETE. A I I e - ° —I —I 44 _,( FILL BLOCKOUT WITH MINIMUM • ,_ •e• - ` < d I I �'°= _°'° a -1 I—I (—III- Z c ,• • ., °-, d, e d_9 I I •° �,sl _d — COLUMN BASE PLATE AND - I I►I I I I _ _ _ —I 11—I I I— ANCHOR�BOLTS SHALL HAVE MIN f M d •' - ; a; 111-1 I—III—i I 3000 PSI CONCRETE.COLUMN, * BASE PLATE AND ANCHOR BOLTS a .k Q OF 3"CONCRETE COVER I -•d °• n a a. } SHALL HAVE A MINIMUM OF 3" 4 ' ' : d ( 1 •=,, ,'s ,_ i I •e a l•; ° • ' N d e y • CONCRETE COVER ; °r ° fi °°' a `J -a v dim u = W m M .... d`♦ a •dA e ° .• e' • • ., vd ° a" de % ;,• CONCRETE TURN-DOWN , a° - _ N _ • , _ A. REINF WITH(1)#5 CONT TOP d e r ' co a; m e . M e aE '° d: .' °,.,_ _q µ d•° AND(2)#5 CONT BOTTOM �' • e` • °• d •,4 d t e W co » •2 cc d •c ° • Y° ° 4i, a A' ; d: d `Fi r` d. a _ _ R ° d" ♦ a -d y UM O i V ° _ ^, aI a s3 •, y- " - 4 M M c� Z Q m < a IW— � c Ln CONCRETE FOOTING CONCRETE FOOTING J Q M 3: ~ � a J Q SECTION 105 SEC110N 106 SECTION 107 F— SCALE: 314"= 1'-0" SCALE: 3/ "= 1'-0" ALE: 3/4"= 1'-0" S2.1 S2.1 SC S2.1 Q W Q ISSUE DATES NO. DESCRIPTION DATE THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY.THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH rr IS PREPARED AND PUBLICATION THEREOF iS EXPRESSLY LIMITED TO SUCH USE. PR01.#: 16-21.1 0 DATE: 10.26.16 4i/� DRAWN BY: SCD �. CHECKED BY: LSS CO SCALE: AS NOTED SECTIONS - a M N SHEET NUMBER TLA ENGINEERING SERVICES N 6501 Arlington Eressway Bullding B,Suits 201 1 Jacksonville,FL 32211 S2181 T PH:904.743AGM FX:904.725.9295 TOP OF PARAPET EL SEE ARCH 9" 9" ' J# 9" CONT L3X3X1/4 TOP OF PARAPET TOP OF PARAPET TOP OF PARAPET EL SEE ARCH EL SEE ARCH , , EL SEE ARCH , 3/16 V 3-12 VENEER SEE ARCH. ' CONT L3X3X1/4 ( CONT L3X3X1/4 ATTACHMENT OF f tekR PREFABRICATED 7, WELDED TO EACH JOIST ATTACHMENT OF WALL PANEL r METAL DECK i WELDED TO EACH JOIST MASONRY VENEER TO 1 STEEL PANEL WALL TO EDGE ANGLE BY WALL E WALL PANEL BY i SYSTEM D WALL AN ATTACHMENT OF WALL PANEL I METAL DECK SYSTEM MANUFACTURER ' ATTACHMENT OF WALL PANEL METAL DECK SYSTEM ARCHITECT CT AN TO EDGE ANGLE BY WALL TO EDGE ANGLE BY WALL NUF planning SYSTEM MANUFACTURER SYSTEM MANUFACTURER Sol 10" ' � architecture STEEL BEAM TOP OF PARAPET landscape architecture ' EL SEE ARCH � urban design STEEL BEAM STEEL BEAMMETAL DECK I 3/16 3-12 interiors CONT L4X3X1/4 LLH I environmental graphics L2X2X1/4 AT 5'-000C WITH 1/4"CONNECTION PLATES EACH END f ' ( ATTACHMENT OF WALL PANEL ELM East TO EDGE ANGLE BY WALL ELM Studio STEEL JOIST VENEER SEE ARCH. SYSTEM MANUFACTURER 1035 Kings Avenue 3-SIDES TYP ATTACHMENT OF MASONRY - , ' Jacksonville,Ft 32207 066 3116 VENEER TO WALLPANEL BY I i t 904 296 8 ARCHITECT AND WALL ' SYSTEM MANUF I I L2X2X1/4 AT 5'-0"OC ELM West 1 tekR PREFABRICATED tekR PREFABRICATED WITH 114"CONNECTION The Maritime Building STEEL PANEL WALL { STEEL JOIST STEEL PANEL WALL I STEEL JOIST I PLATES EACH END 911 Western Avenue SYSTEM i SYSTEM tekR PREFABRICATED , Suite 575 STEEL PANEL WALL Seattle WA 98104 L2X2X1/4 AT EACH JOIST. L2X2X1/4 AT EACH JOIST. t 206 SYSTEM ' 1 8596485 AFTER DEAD LOADS ARE APPLIED, ' AFTER DEAD LOADS ARE APPLIED, f WELD JOIST TO TOP CHORD AT PANEL , WELD JOIST TO TOP CHORD AT PANEL I S TTP elm-plan.com WITH L3X3X1/4X4 CLIP ANGLE POINT AND TO 1/4"CONNECTION PLATE HSS GIRT.ATTACH EACH END POINT AND TO 1/4"CONNECTION PLATE 3/16 3-SIDE TOP AND BOTTOM.WELD EACH I I •,•••• ��.,, ANGLE LEG TO STEEL TUBE +`• •`*"� + '•� ATTACHMENT OF WALL PANEL ATTACHMENT OF WALL PANEL " HSS GIRT.ATTACH EACH END WALL DESIGN LOADS: ++• ! • �., TO STEEL TUBE BY WALL TO STEEL TUBE BY WALL WITH 3/16 FILLET WELD ALL AROUND C WITH L3X3X1/4X4"CLIP ANGLE I PREFABRICATED STEEL PANEL WALL `,♦" •.•'` �'., HSS GIRT.ATTACH EACH END SYSTEM MANUFACTURER SYSTEM MANUFACTURER TOP AND BOTTOM.WELD EACH SYSTEM SHALL BE DESIGNED FOR Q _ WITH L3X3X1/4X4"CLIP ANGLE I I � : 0 m ANGLE LEG TO STEEL TUBE COMPONENTS AND CLADDING WALL �., •* 0• So C-4TOP AND BOTTOM.WELD EACH WALL DESIGN LOADS: WITH 3/16"FILLET WELD ALL AROUND AND PARAPET WIND PESSURES (a s� ,�% =0 to ANGLE LEG TO STEEL TUBE 1 v , CNON w WITH 3/16"FILLET WELD ALL AROUND PREFABRICATED STEEL PANEL WALL PLYWOOD SHEATHING SYSTEM SHALL BE DESIGNED FOR WALL DESIGN LOADS: v. COMPONENTS AND CLADDING WALL ATTACHMENT OF WALL PANEL PREFABRICATED STEEL PANEL WALL �.•!''�► ; w STOREFRONT AND PARAPET WIND PESSURES TO STEEL TUBE BY WALL SYSTEM SHALL BE DESIGNED FOR g SYSTEM MANUFACTURER COMPONENTS A ----------------------------- ' HSS GIRT.ATTACH EACH END ♦�'�, !•• l•...•••''�r ��•'+, _ SEE ARCH C O NTS ND CLADDING WALL _____ AND PARAPET WIND PESSURES , WITH ANGLE WALL DESIGN LOADS: P AND BOTTOM.WELD EACH ,rf���++j+►�i+,�r i''•••,M`� PREFABRICATED STEEL PANEL WALL ANGLE LEG TO STEEL TUBE SYSTEM SHALL BE DESIGNED FOR ____________________________ _____ WITH 3/16"FILLET WELD ALL AROUND COMPONENTS AND CLADDING WALL tekR PREFABRICATED STEEL PANEL WALL AND PARAPET WIND PESSURES SYSTEM STEEL CHANNEL STOREFRONT CFS FRAMING DESIGNED SEE ARCH LOUVER BY OTHERS SEE ARCH all w Q Z SECTION r201 SECTION 2 SECTION 203 SECTION 2p4 Q M OR"= SCALE: 3/4"= V-0" SCALE: 3/4"= 1'-0" W a N SCALE: 3/4"= 1'-0" S2,2 SCALE: 3/4 - 1-0 !:.2 52.2 $2.2 � N LU V m • LLI Cr. ._ LL ° M 6" 9" z � Q TOP OF PARAPET — CFS BLOCKING PLYWOOD SHEATHING a 0 EL SEE ARCH BETWEEN EACH OUTRIGGER Q1 ._ TOP OF PARAPET CONT L3X3X1/4 WELDED , j W J EL SEE ARCH TO EACH JOIST Q . Q Ln tp METAL DECK 'Q ATTACHMENT OF WALL PANEL TO EDGE ANGLE BY WALL �•' SYSTEM MANUFACTURER CONT L3X3X1/4 tekR PREFABRICATED u„J Q STEEL BEAM STEEL PANEL WALL SYSTEM 3/16 V 3-12 tekR PREFABRICATED I CFS OUTRIGGER � ( VENEER SEE ARCH. STEEL PANEL WALL ATTACHMENT OF WALL PANEL METAL DECK y 9 ATTACHMENT OF MASONRY SYSTEM TO EDGE ANGLE BY WALL VENEER TO WALL PANEL BY SYSTEM MANUFACTURER 3/16 3-SIDES TYP , AND WALL PRE-ENGINEERED COLD ISSUE DATES ARCHITECT SYSTEM AN CFS FRAMING DESIGNED ( FORMED STEEL TRUSSES STEEL BEAM BY OTHERS NO. DESCRIPTION DATE - CFSF INFILL VENEER SEE ARCH. _ ATTACHMENT OF STEEL JOIST MASONRY VENEER TO BEYOND WALL PANEL BY ROLLED HSS BEAM ARCHITECT AND WALL ' L2X2X1/4 AT EACH JOIST. SYSTEM MANUF AFTER DEAD LOADS ARE APPLIED, L2X2X1/4 AT 5'-0"OC WELDJOIST TO TOP CHORD AT PANEL TYP WITH 1/4"CONNECTION POINT AND TO 1/4"CONNECTION PLATE 1/4 , PLATES EACH END ( ( , CONT L6X4X5/16 LLH HSS4X4X1/4 HANGER AT 8'-0"OC MAX ( ( 3/16 3-12 ___ _ _ STEEL JOIST ( ( METAL DECK 3/16 3-12 ---- --- �— Q L3X3X1/4 AT EACH BEAM ( ( DECORATIVE WOOD BEAM c BEYOND SEE ARCH HSS GIRT.ATTACH EACH END -- 1/4 WITH L3X3X1/4X4"CLIP ANGLE PLYWOOD SHEATHING THIS DRAWING IS AN INSTRUMENT OF SERVICE TOP AND BOTTOM.WELD EACH 16GA CLIP HSS4X4X1/4 AT 8'-0"OC MAX AND THE PROPERTY OF ELM,INC.AND SHALL ROLLED HSS STEEL BEAM ATTACHMENT OF WALL PANE, ANGLE LEG TO STEEL TUBE WITH 3/16"FILLET WELD ALL AROUND CFSF WITH(3)#12 SDS REMAIN THEIR PROPERTY.THE USE OF THIS TO STEEL ANGLE BY WALL EACH LEG DRAWING SHALL BE RESTRICTED TO THE SYSTEM MANUFACTURER ORIGINAL SITE FOR WHICH R IS PREPARED AND WALL DESIGN LOADS: 16GA CLIP 1- GALV HSS8X2X1/4 STEEL JOIST SUCH USE. THEREOF IS EXPRESSLY LIMITED TO PREFABRICATED STEEL PANEL WALL WITH(3)#12 SOS SYSTEM SHALL BE DESIGNED FOR EACH LEG COMPONENTS AND CLADDING WALL © PROD.#: 16-21.1 AND PARAPET WIND PESSURES ,- -'' ,- �" HSS GIRT.ATTACH EACH END o WITH L3X3X1/4X4"CLIP ANGLE DATE: 10.26.16 f TOP AND BOTTOM.WELD EACH DRAWN BY: SCD ANGLE LEG TO STEEL TUBE r 16GA CLIP WITH 3/16"FILLET WELD ALL AROUND ox% CHECKED BY: LSS 0 W ITH(3)#12 SDS JL � SCALE: AS NOTED EACH LEG ATTACHMENT OF WALL PANEL TO STEEL TUBE BY WALL `1 ALUMINUM FASCIA ALUMINUM BEAM SYSTEM MANUFACTURER A BEAM SEE ARCH WALL DESIGN LOADS: PREFABRICATED STEEL PANEL WALL SECTIONS -o ALUMINUM COLUMN SYSTEM SHALL BE DESIGNED FOR COMPONENTS AND CLADDING WALL _ q AND PARAPET WIND PESSURES SECTION3/16 SECTION SECTION SHEET NUMBER ��� 206 ��� IlAN T IC SCALE: 3/4"= 1'-0" $2.2 SCALE: 314"= 1'-0" S2.2 SCALE: 3/4"= 1' 0" S2.2 SERV CESING N 6501 Arlington Expressway Building B,Suite 801 N Jacksonville,FL 38211 S2 * 2 PH:904.745.4633 FX:904.725.9895 AES#316-269 PERMIT DRAWINGS I PLYWOOD SHEATHING PRE-ENGINEERED COLD FORMED STEEL TRUSSES I UPLIFT AND SHEAR planning CFS BLOCKING I I CONNECTOR BY BETWEEN EACH TRUSS I I TRUSS MANUF architecture I I HSS BEAM landscape architecture FS INFILL FRAMING DESIGNED BY OTHERS I I STEEL PIPE urban design I I Interiors I I environmental graphics METAL DECK I I ELM East ELM Studio 1035 Kings Avenue 3/1V e/ tJacksonville,8066 ELM 32207 ELM West The Maritime Building 911 Western Avenue Suite 575 Seattle,WA 98104 CFS BLOCKING 9 t 206 859 6485 BETWEEN EACH TRUSS elm-plan.com 5'-0 3/4" 1 1/4" 3/8"CAP PLATE ,s�,,•�````* STEEL JOIST JOIST STRENGTHENING I ��. •6•,•.419.6, AT EACH POST ," 0 % 5/16 PLYWOOD SHEATHING �+ � PRE-ENGINEERED we W Hca"'"� O 1z CFS TRUSS BEYOND 0 Uj v� SECTIONr2_08-'N --- - - �___i _ _ •�`� �� Z _ _ SCALE: 3/4"= 1-0 S2,3 PLYWOOD PLYWOOD SHEATHING SHEATHING F ',• �,, PRE-ENGINEERED PRE-ENGINEERED 6"WIDE ' ~ I � �– CFS TRUSS BEYOND CFS TRUSS BEYOND 3/8"PLATE BOX BEAM I ' Li CFS BLOCKING BETWEEN EACH TRUSS 1/4 " " O CFS BLOCKING I O I 6 WIDE 3/8 PLATE I 1 BETWEEN EACH TRUSS I I I BOX BEAM BEYOND I I f I I 1 Q I V I I I 1 f I 1"DIA HANGER ROD � W co M = Q N M O LU -W CM UW I I I I I I L.I. �"" C s O c v 1"DIA HANGER ROD BEYONDCFS INFILL FRAMING ' 1 (,� Z y�j e'.+ >W I DESIGNED BY OTHERS I I I I I CFS INFILL FRAMING Q DESIGNED BY OTHERS Cl- v I CONT L3X3X1/4 WELDED Q W 40 1 l I TO EACH JOIST J Q LA E 1/4 I I I I UPLIFT AND SHEAR V CONT L3X3X1/4 WELDED I I CONNECTOR BY Q l 0 1 TO EACH JOIST 1 O I I i i TRUSS MANUF J HSS BEAM Q SIGN I I I I CONT L3X3X1/4 WELDED 3/8"PLATE BOX BEAM 1 SEE ARCH f I METAL DECK I I TO EACH JOIST I f � I STEEL PIPE U.J UPLIFT AND UPLIFT AND SHEAR TRUSS MANUF I I CONNECTOR BYAR METAL DECK Q CONNECTOR BY METAL DECK --------------- t I I I I - TRUSS MANUF HSS BEAM I ) HSS BEAM I V 3/8"PLATE BOX BEAM I I I I O STEEL PIPE O STEEL PIPE I I ' I I 1'-6" I I 3/16 ISSUE DATES df I I I I I ' CFS STUDS i i NO. DESCRIPTION DATE co 1 4 ' ' I0 I 1 I 4'-0" 3'-7" JOIST STRENGTHENING 11 11 3/16 AT EACH POST STEEL BEAM STEEL BEAM 3/16 HSS4X4X1/4 WITH I 1 3/8"END PLATES CFS FRAMING DESIGNED CFS FRAMING DESIGNED I BY OTHERS HSS STEEL BEAM I I I BY OTHERS ROLLED HSS BEAM I I ' STOREFRONT STOREFRONT L3X3X1l4X0'-4"ANGLE ATTACHED TO BEAMS STEEL JOIST SEE ARCH SEE ARCH WITH 3/16 FILLET I 1 ' ' BEYOND WELD(3)SIDES I ( I I CFS INFILL CFS FRAMING DESIGNED CFS INFILL CFS FRAMING DESIGNED ' BY OTHERS BY OTHERS ------- ---------------------- ----- --------------------------------- ' ' L3X3X1/4X0'-4"ANGLE STEEL JOIST STEEL JOIST I BEYOND BEYOND � � � TOP AND BOTTOM ROLLED HSS BEAM ROLLED HSS BEAM ----------------------------------- ------------------------------- -- , , ATTACHED TO BEAM AND { I COLUMN WITH 3/16 FILLET L2X2X1/4 AT EACH JOIST. L2X2X1/4 AT EACH JOIST. 1 I WELD(3)SIDES THIS DRAWING IS AN INSTRUMENT OF SERVICE f AFTER DEAD LOADS ARE APPLIED, I I AFTER DEAD LOADS ARE APPLIED, 5/16 WELD JOIST TO TOP CHORD AT PANEL WELD JOIST TO TOP CHORD AT PANEL I I , AND THE PROPERTY OF ELM INC.AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS POINT AND TO 1/4"CONNECTION PLAT I I POINT AND TO 1/4"CONNECTION PLATE DECORATIVE WOOD BEAM DRAWING SHALL ORIGINAL SITE FORR RESTRICTED WHICH ITIS PREPARED AND TO THE l I ( i PUBLICATION THEREOF IS EXPRESSLY LIMITED TO ' BEYOND SEE ARCH ROLLED HSS STEEL BEAM I I HSS STEEL BEAM SUCH USE. PROD.#: 16-21.1 DATE: 10.26.16 I ; L3X3X1/4X0'-4"ANGLE DRAWN BY: SCD ' I ATTACHED TO BEAM AND DECORATIVE WOOD BEAM DECORATIVE WOOD BEAM PLATE BOX BEAM WITH 3/16 CHECKED BY: LSS BEYOND SEE ARCH HSS STEEL BEAM BEYOND SEE ARCH "'— HSS STEEL BEAM I FILLET WELD(3)SIDES �� SCALE: AS NOTED 6"WIDE I I � 0 NEW 3/8 PLATE BOX BEAM 2'_6" I I ROLLED HSS STEEL BEAM ROLLED HSS ST EL BEAM C STOREFRONT STOREFRONT 51'3" I QA SEE ARCH SEE ARCH 7 ' SECTIONS KU I � 1 f I ` N 5/16 I 1 STEEL COLUMN SHEET NUMBER SECTION 210 TLANTIC M SECTION 209 6501 Arlington Expressway SCALE: 3/4"= V-0" 52,3 SCALE: 3/4"= V-0" S2,3FffENGINEERINGERVICES N SECTION 2Building B,suite 201 T_ Jacksonville,FL 92211 S2e3 c SCALE: 3/4"=1'-0" 2,3 PN:904.743.4693 FX:904.725.9295 TAES#316-269 PERMIT DRAWINGS 2 5 E F 9 11 11.5 10 I � � LOW ROOF ' JOIST BEARING - f ' ► LOW ROOF JOIST BEARING - , LOW PLAN _ _STEEL BEAM_ _ FRAMING PLAN STEEL BEAM - REAR_ _ STEEL BEAM _ _ _ REAR STEEL BEAM I t/ 17'_Q" HSS8X4X5/1fi �� - - - - - _ �15r_9n - — �-- -,_ „ - - - - — 17 0 � S HSS4X4X1/4 15 Q (30K T OR C) �s planning INTERMEDIATE (8K T OR C) INTERMEDIATE INTERMEDIATE INTERMEDIATE � � FRAMING PLAN HSS6X6 _ _ FRAMING PLAN HSS6X6 FRAMING PLAN � j — —r - rr - - - - - - - — -, - - - - _ _ — _ _ _ _ HSS6X6 _ _ FRAMING PLAN HSS6X6 architecture L?.— landscape architecture 11 -3 1/2 11 -3 1/2 � 11'_3 1/2" z - z �'_ '� - - - � z z 11 3 1/2 z z > > HSS4X4X1/4 J urban design p 0 (8K T OR C) � y � O O � r�ycS+ J � 4 0 V �sr U —i G1 _j U 0x - U interiors w w s' w �O w w � w �0�- H w O'A� w environmental graphics co co co SLAB PLAN _ _ SLAB PLAN m �-O„ - - - - - - - - — - - - - - - - - - - SLAB PLAN - - - - - - _ SLAB PLAN _ - - - - ELM East 0" Orr mu 0n ELM Studio 1035 Kings Avenue ° Jacksonville,FL 32207 t 904 235 8065 ELM West The Maritime Building WIND BRACING ELEVATION WIND BRACING ELEVATION WIND BRACING ELEVATION WIND BRACING ELEVATION 911 Western Avenue ON COLUMN LINE A 401 ON COLUMN LINEA 1102 ON COLUMN LINE 13 403 ON COLUMN LINE J Suite 575 SCALE: 118"= 1'-0" �-i SCALE: 118"= 1'-0" 54,1 SCALE: 1/8"= 1'-0" C 1 "� ,_ " 404 Seattle,WA 98104 54.1 SCALE: /8 1 0 11 t 206 859 6485 REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET elm-pian.com FOR DESIGN REQUIREMENTS FOR DESIGN REQUIREMENTS FOR DESIGN REQUIREMENTS FOR DESIGN REQUIREMENTS 00 's J _ In v ,O oe• co 01 ��N �o v: :>- a i •' �' ! 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PROVIDE COLUMN WEB STIFFENERS AND WEB W ON COLUMN LINE J 405 ON COLUMN LINE 1406 2. GUSSET PL DESIGN AND WELDS TO INCLUDE DOUBLER PLATES AS REQUIRED BY DESIGN FIIIIIe SCALE: 1/8"= 1'-0" S4.1 SCALE: 1/8"= 1'-0" FORCES DUE TO ECCENTRICITY OF ELEMENT 1. GUSSET PL DESIGN&WELDS TO INCLUDE 3. GUSSET AND BEAM-COLUMN CONNECTIONS Q S4.1 FROM COLUMN CL. FORCES DUE TO ECCENTRICITY OF ELEMENTFROM BEAM C INDICATED IN THE GENERAL NOTES,PLANS AND REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET REFER TO"BRACING REQUIREMENTS"PER GENERAL NOTES SHEET DESIGNED FOR BEAM AND BRACE FORCES 3. PROVIDE COLUMN WEB STIFFENERS AND WEB BRACING ELEVATIONS UTILIZING THE UNIFORM FOR DESIGN REQUIREMENTS FOR DESIGN REQUIREMENTS DOUBLER PLATES AS REQUIRED BY DESIGN. FORCE METHOD. ISSUE DATES NO. DESCRIPTION DATE THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY.THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PROD.#: 16-21.1 DATE: 10.26.16 DRAWN BY: SCD CHECKED BY: LSS O'0 SCALE: AS NOTED tiro Ay BRACED FRAMES - a N i� M T SHEET NUMBER m T NTIC N EN INEERING SERVICES j 8501 Arlington Expressway O Building B,Suite 201 Jacksonville,FL 32211 S4v1 PH:904.743.4833 FX:904.725.9295 AIP 1 269 CLASS"B" - _ FIELD CLASS"B" MOLDED l I SEALANT I ' CORNER BARS SIZE AND CONCRETE SLAB d`° SPACING TO MATCH HORIZ PREMOLDED INSERT,SAW CUT "}, , COMP BARS PROVIDE FLUSH JOINT IN OR TOOLED JOINT. SAW CUT BACK-UP ; SLAB REINF AREAS TO RECEIVE FLOOR JOINTS AS SOON AS POSSIBLE LOCATION OF JOINT COVERING NOTE 1 AFTER CONCRETE PLACEMENT 1/4" "—'"—"- #3 CONT N CONTINUOUS HORIZ WALL FOOTING WITHOUT DAMAGING EDGES OF BARS SLAB REINF 2" D/4 CUT(8 HOURS MAX). USE TOOLED "D"/2 " JOINTS FOR ALL EXTERIOR SLABS "D"/4 • ' • g e r- Q rda.. .:..ate a.- • . L- A '° � c ° ° d, ° 4 �° '4a° : ° 4f- d �flannin-• , ems _ " ° teI.- 4 - _ • .a d _ -•, ;!.• a ,�.� te � ,J. ls a.. ,.., � ,t. _� � � Q °�`d • ' ate.-.° ° ad earchitecture d' i, ' +d ° LiJ 'd a, � , d ac ds _ _ e,• t + ° d e e ° e i e d 4 d,� a �' ° = �' a 'P4- 1 e • landscape architecture !=1 11=1(1=1 11=1 11=1 11=(I I I I 1=1 I � -..- � - I_ CORNER BARS SIZE AND WELDED WIRE a a'., SPACING TO MATCH HORIZ urban design CONTINUOUS SHEAR KEY BARS _I I Li I I—i i t—i I hI I I—III I I_ VAPOR RETARDER REINFORCEMENT °• CLASS"B" interiors NOTES: WALL FOOTING 21 f• COMPACTED FILL a STD HOOK environmental graphics 1. PROVIDE 1/8"TOOLED EDGE WITH (*)SEE ARCH,MECH&ELEC DOCS ; f SEALANT AT EXPOSED OR EXTERIOR FOR LOCATION&DEPTH JOINTS OR WHERE REQUIRED PER ` ARCH DOCS. ELM East d • ELM Studio e 1035 Kings Avenue Jacksonville,FL 32207 TYPICAL CONCRETE SLAB ON TYPICAL CONSTRUCTION JOINT IN TYPICAL CONTRACTION JOINT IN SLAB, TYPICAL RECESS IN SLAB ON t GRADE DETAIL SLAB ON GRADE DETAIL ON GRADE DETAIL GRADE DETAIL ELM West TYPICAL FOOTING CORNER The Maritime Building 911 Western Avenue STEEL OR PVC SLEEVE WITH DETAIL PLAN VIEW Seattle,Suite WA 98104 MINIMUM 2"CLEARANCE AROUND PIPE t 206 859 6485 REINF BARS SAME SIZE elm-plan.com AND NUMBER CL PIPE ONGITUDINALBA S IN CL COLUMN SEE PLAN&COORDINATE CONT FOOTING 1 STEEL COLUMN 'yt�� "t,�r�r �i, ' NOTE 2 EDGE OF SLAB EDGE OF SLAB EQUIP SIZE FURNISHED 4014 ,`♦ t TOP OF FOOTING #4 AT 12"OC .•''•'•"�'' a= d Q ;• , 'ee 4 d • a w . °,, ; ; 3/8TH COMPIRESSIBLE 1 ' `* ��t •• '► EACH WAY .,' • R Q `" • , , •� ,• TOP AND BOTTOM PROVIDE ANCHOR BOLTS, f� a k d - '• - •" a' ;a', 'a ;• FILLER I I LEVELING CHANNELS, ETC °' ' . BASE PLATE `. ! O Ln 6 •` • t AS REQUIRED BY EQUIPMENT roe• - E ° < f , ° q•f a' ••e ' ' ' NCRETE SLAB ; �� o 3 ;F— to ° •, d •' - 'd •a a °' t t . i • NOTE 2 �' FURNISHED Z v. :>- Lu -,, EL TOP OF - w a °'d ° d ° •�°e ° e' ° • .y i ` _�a d'_ 4 i s '�'•4 /A ' FOUNDATION e / esp Oie i �� a i w� .r ♦ J " ♦ i `►.- --� NOTE 1 " ,t����t/111i1{*��� 1 ° ' -3"MIN • ' ° �' - d 1 NOTE 1 , ' �'�, RID DRILLED AND ADHESIVE CONCRETE SLAB 11 �` ". ANCHORED TO SLAB WITH _ Y CLASS'B' � NOTES: 4"EMBED �,TYP ELEVATION CONSTRUCTION, I 1. 3/8"ISOLATION JOINT WITH L�.! CONTRACTION COMPRESSIBLE FILLER TYPICAL EQUIPMENT PAD MIN MIN OR EXPANSION JOINT(CJ,SJ,OR EJ) I 2. BASE PLATE&ANCHOR BOLTS DETAIL oC BELOW PER TYPICAL DETAILS TYPICAL SLEEVED PIPE V CROSSING THROUGH FOOTING TYPICAL ISOLATION JOINT AT 3; Q DETAIL STEEL COLUMN DETAIL (4X3 1/2X3/8 LLV X 4"BEARING) LONG = L1J m M (2112"MIN BEARING) M ,� N LOCATE BETWEEN DECK FLUTES W M IF POSSIBLE. REMOVE DECK AS Uj = m • 3/16 READ IF NOT POSSIBLE �rui W FOUNDATION WALL tVp TYP L4x3 1/2x3/8 LLV a � a2 CL POINT LOAD 3h6 J H Ln E. CL PANEL POINT ADDITIONAL 2 L2X2X1/4 CONT CONCRETE O T-0"MAX � Q FOOTING (ONE EACH SIDE OF JOIST WEB) " -- REQUIRED IF LOAD DOES NOT 10 MIN J % • 4. ; I >3" OCCUR AT JOIST PANEL POINT �.. P_ a OR>3"AND EXCEEDS 100#OR DECK CLOSURE 2'-0" 1'-0" - ' ° 4 , 1'-0" 2'-0" Q Jf .0IS NOT CONCENTRIC BY DECK MFR W i Z •, N L4X3 1/2X3/8 LLV CAST IRON OR STEEL PIPE '° A ., d ( 2 SLEEVE WITH INSIDE DIAMETER *' ° . - d; 2"GREATER THAN PIPE OR °_ ° - -' a'' o TYP d • e, ° Z ° e r a; CONDUIT DIAMETER.MIN , s 4'• - - 4.4 -- 1/4"SLEEVE WALL THICKNESS - ° a °; f d. f ,_ s 1k, d{ • a •e; e a ,M e ;,•"; ,e A4 ' d°', G K,• °-"• .,°- 'a °�,°; 1"VOID BETWEEN SLEEVE STEEL BEAM PIPE OR CONDUIT d ° _ _ T' AND PIPE SHALL BE FREE OF ISSUE DATES r a e d ° e 'r ° • a a 4 f' a OR JOIST N0. DESCRIPTION DATE • = SOIL AND CONCRETE AND >3" CONCENTRATED LOAD STEEL ROOF _ ° d' f *, °° . FILLED WITH COMPRESSIBLE JOIST OF 500#OR LESS DECK ----------------------------------------------------------------------------------- MATERIAL. t e •- ,• c e ` •d .a a e•, a a, .''e Z = r''`--- CL PANEL POINT NOTES: _e d •* ' - I d ° ° ;- : • r a. CAST IRON OR STEEL PIPE " - SLEEVE WITH INSIDE DIAMETER 1. SEE ARCH, MECH,ETC, DOCS FOR NUMBER, ENCASE PIPE SLEEVE a 2"GREATER THAN PIPE OR SIZE AND LOCATION OF OPENINGS. IN 3000 PSI CONCRETE CONDUIT DIAMETER.MIN TYPICAL CONCENTRATED FILL PRIOR TO PLACING 8"MIN 1/4"SLEEVE WALL THICKNESS LOAD ON JOIST DETAIL 2. FOR OPENINGS NOT SHOWN ON STRUCTURAL CONT WALL FOOTING DOCS INCLUDING BUT NOT LIMITED TO MECH HORIZ JOINT REINF SEALANT ROOF OPENINGS SHOWN ON MECH DOCS& CONTRODISCONTINUED JOINT T NOTE 1 TYPICAL SLEEVED PIPE HATCH/SKYLIGHT OPENINGS SHOWN ON ARCH (4)L4X4X5/16 MIN* DOCS _.... CROSSING BELOW CONTINUOUS WALL FOOTING SEE PLAN COLUMN DIMENSION DETAIL +1/2"TYPICAL TYPICALOPENINGPREMOLDED RUBBER OR C OOF PVC CONTROL JOINT STEEL BEAM t 3/8"STIFF PLATE t EACH SIDE Fj—ROOF FRAMING FRAMING DETAIL OPTION #1 CooRD wi 18 ARCH DOCS THIS DRAWING IS AN INSTRUMENT OF SERVICE TONGUE&GROOVE -3/4"DIA STEEL BEAM o I o AND THE PROPERTY OF ELM,INC.AND SHALL RAKE JOINT 3/4"DEEP " " BOLTS o REMAIN THEIR PROPERTY.THE USE OF THIS THE BLOCK UNITS #3 AT 16 OC #3 CONT 1 1/2 � I ° DRAWING SHALL BE RESTRICTED TO THE I 3/16 ORIGINAL SITE FOR WHICH IT IS PREPARED AND o I I o PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. ° � : °, --�`� - , . . • , W. -, -• ,; • . 3" PRO1.#: 16-21.1 #2 Z-BAR 4 °: 4 r N, /4 (2)L4X4X5/1 fi MIN DATE: 10.26.16 6 d I E STEEL COLUMN HORIZ JOINT REINF �_ DISCONTINUED AT SEALANT ° •�'e'_ _ .w f ` °_f °- :4 I./...- COLUMN t DRAWN BY: SCD CONTROL JOINT 4 -"� `� • SEE SCHED I i NOTES: I I �� /�. CHECKED BY: LSS f I�r_ 1.WIDTH OF CAP PLATE I I SCALE: NOTE 1 p t SHALL BE BEAM WIDTH I I AS NOTED 1 OR COLUMN WIDTH+ OPTION #2 "MIN 1/2"WHICHEVER IS �A 1 GREATER r NOTES: WELDED WIRE REINFORCEMENT 2.*-MODIFY LEG WIDTH 1. REINFORCEMENT PER PLAN&SCHED OF CONN ANGLE AS TYPICAL DETAILS REQUIRED TO MEET PROVIDE MIN (1)#5 BAR AT END CELL ARCHITECTURAL OF WALL. GROUT CELL SOLID. RESTRICTIONS (*)SEE ARCH, MECH&ELEC DOCS 2. SUBMIT CONTROL JOINT PLAN FOR LOCATION&DEPTH TO ARCH FOR REVIEW. TILANTIC SHEET NUMBER MrERIERVIICES NGINEERING TYPICAL MASONRY VERTICAL TYPICAL CATCH BASIN RECESS TYPICAL STEEL COLUMN X01 CONTROL JOINT DETAIL IN SLAB ON GRADE DETAIL CONNECTION DETAIL Jwks p ills,F s 201 - N Jecksoeviils,FL 3297 S5 ,el `O PH:904.7#316-269 {43.4633 FX:904.723.9295 r AES I Z HIGH ROOF FRAMING HIGH ROOF FRAMING PLAN PLAN 25'-0" 25'-0" LOW ROOF FRAMING LOW ROOF FRAMING PLAN PLAN X 17'-0" planning INTERMEDIATE FRAMING X INTERMEDIATE FRAMING architecture PLAN PLAN landscape architecture 11'-31/2" X X 11'-31/2" urban design X interiors r- cn X = 2 environmental graphics SLAB PLAN _ SLAB PLAN ELM East 0" ELM Studio 0" 1035 Kings Avenue Jacksonville,FL 32207 ANCHOR BOLT(DIA X L 6 3/4"X 1'-0" 4 3/4"X 1'-0" 43/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4'X 1'-0" 4 314'X 1'-0" fi 3!4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1-0" 4 3/4"X 1'-0" 4 314"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 6 1"X 1'-0" fi 1"X 1'-0" 4 3/4"X 1'-0" 4 314"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" t 904 2958066 BPL SIZE txaxb 3/4"X10"X16 314"X10"X10" 3/4"X10"X10" 3/4"X10"X10" 3/4"X10"X10" 3/4"X10"X10" 3/4"X10"X16" 3/4"X10"X10" 3/4"X10"X 0" 3/4710"X10" 3/4710"X10" 3/4"X10"X10" 3/4"X10"X10" 3/4"X10710" 314710"X10" 3/4"X10"X10" 3/4710"X10" 3/4"X10"X10" 3/4"X12"X18" 3/4"X12"X18" 3/4710"X10" 3/4"X10"X10" 3/4"X10"X10" 314"X14714" 314"X14"X14" COLUMN BASE DETAIL B A A A A A B A A A A A A A A A A A C C A A A A A ELM West COMMENTS The Maritime Building 911 Western Avenue Column Locations A-2 A-5 A-6 A-7 A-8 A-9 A-11 B-1 B-2 B-11 B-12 C-1 C-12 D-1 D-12 D.1-0.9 D,9-0.9 E-1 E-13 F-1 F-1.7 F-11.5 F-13 G-4 G-9.4 Suite 57S Seattle,WA 98104 t 206 859 6485 elm-plan.com HIGH ROOF FRAMING �.�'` '•�e HIGH ROOF FRAMING PLAN PLAN 00's 25'-0" 25'-0" SEE SCHEDULE SEE SCHEDULE in Z r p N �� LOW ROOF F me. SE SCHEDU 5" 6" 1 1/2" 6" 6" 1/2" N FRAMING LOW ROOF FRAMING v. >- w PLANUj PLAN 11/2-" 1 1/2" 1 1/2"- GUSSET 21/2 GUSSET N N PLATE N PLATE �,,, •••r•• g �. g I-On �• f��' 17 INTERMEDIATE FRAMING r w ,,•r * �'� PLAN INTERMEDIATE FRAMING = _ - ? - �''•���.f�����+•'N PLAN w w w 11-31/2" - 11'-3 1/2 w w w cn w CIr ' W e- N N DETAIL A DETAIL B `y DETAIL C SLAB PLAN SLAB PLAN 5116 5/16 5116 on U 0" • CRM ANCHOR BOLT DIA X L 4 3/4"X 1'-0" fi 314"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 6 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" 4 314"X 1'0" 4 314"X 1'-0" 4 3/4"X 1'-0" 4 3/4"X 1'-0" W Q N BPL SIZE txaxb 3/4"X14"X14" 3/4"X14"X14" 3!4"X10"X10" 3/4"X10"X16" 3/4"X10"X16" 3/4"X10"X10" 3/4"X10"X10" 3/4"X10"X10" 3/4"X14"X14" 3/4"X14"X14" 3/4"X10"X10" 3/4"X10"X10" BAS DETAILS, oa o M COLUMN BASE DETAIL A A A B B A A A A A A A E P W � m = COMMENTS ULU lAw Column Locations Q 4-0 CC H-5.2 H-8.8 J-1.7 J-3 J-10 J-11.5 K-5.8 K-8.2 L-6.2 L-7.8 M-6.8 M-7.2 z � 0)a a m < UJI Cn J Q Ln E. CL COL, BPL,&FTG Q Q J Q W NON-SHRINK GROUT 1/4"PLATE WASHER WITH NUT COLUMN ;el < w Uj { � z D V FOOTING REINF D � w L TOP OF CONCRETE FOOTING I w O = OR PIER N w ISSUE DATES a Qz w at 4°, Q-Q a z !w NO. DESCRIPTION DATE p g; ° U 1/4"PLATE WASHER WITH r w DOUBLE NUTS ' CL M � 3"CLR SEE COLUMN SCHEDULE FOR m LL ANCHOR BOLT SIZE "A" le 11 ELEVATION TYPICAL ANCHOR BOLT DETAIL TYPICAL SQUARE HSS COLUMN ON SPREAD FOOTING DETAIL THIS DRAWING IS AN INSTRUMENT OF SERVICE AND THE PROPERTY OF ELM,INC.AND SHALL REMAIN THEIR PROPERTY.THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT IS PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. PRO1.#: 16-21.1 DATE: 10.26.16 DRAWN BY: SCD CHECKED BY: LSS SCALE: AS NOTED _ oo COLUMN SCHEDULE a G N f� "? SHEET NUMBER TLANTIC CID ENGINEERING SERVICES 6501 Arlington Expmssway a _ N Building B,Suite 201 INS JacksawAlle.FL 32311 S5e2 T PH:904.743.4633 MWN.725.9295 AES#316-20 �' C ■ ! N O iN W O O Z MECHANICAL LEGEND W !a C!� c"' a� AIR DISTRIBUTION DEVICES DUCTWORK DUCT ACCESSORIES v iaj N _cn RECTANGULAR DUCT SECTION U ® ® j MANUAL VOLUME DAMPERA TYPE A DIFFUSER (SUPPLY, RURNEXHAUST) °o°"X" '"'24x24 LOUVER FACE DIFFUSER, LAY-IN CEILINGS, 0— " INTEGRAL DAMPER AND FACTORY INSULATED, "X" ROUND DUCT SECTION W CFM C o V o INDICATES DIAMETER OF NECK SIZE, "CFM" INDICATES (SUPPLY, RETURN EXHAUST Z} FIRE DAMPER SUPPLY AIRFLOW Q N RECTANGULAR SUPPLY AIR ELBOW WITH I Z TURNING VANESA. = W o S COMBINATION FIRE AND SMOKE � m BS TYPE BS DIFFUSER (UP, DOWN) DAMPER » » X cu 12X12 SQUARE DIFFUSER, SURFACE MOUNT WITH RECTANGULAR RETURN AIR ELBOW WITH SD i. " M" MOUNTING ADAPTER AS REQUIRED "X" INDICATES m cu L CF �� �� � TURNING VANES DIAMETER OF NECK SIZE, CFM INDICATES SUPPLY (UP, DOWN) DUCT MOUNTED SMOKE DETECTOR o AIRFLOW, INTEGRAL DAMPER RECTANGULAR EXHAUST AIR ELBOW WITH Fs7p cc TURNING VANES DUCT STATIC PRESSURE N ~ D TYPE D DIFFUSER (UP, DOWN) TRANSMITTER N _ " M CF " NOZZLE DIFFUSER, SINGLE NOZZLE WITH REMOVABLE �' N ROUND SUPPLY ELBOW RADIUS = 1 .5D O o MOUNTING PANEL, CIRCULAR FLANGED TRIM PIECE, ( ) X FIELD FABRICATED PLENUM BOX, "CFM" INDICATES (UP, DOWN) DUCT SECURITY BARS !7p 05 U- SUPPLY AIRFLOW. = c g ROUND RETURN ELBOW (RADIUS = 1 .5D) a N AIR CONCEPTS (MODEL ANC) _ (UP, DOWN) PIPING ' _ ROUND EXHAUST ELBOW (RADIUS 1 .5D) uj M R TYPE R REGISTER (UP, DOWN) "X" DOUBLE DEFLECTION WITH INTEGRAL DAMPER, CD COLD CONDENSATE DRAIN PIPING CFM SURFACE MOUNT, "X" INDICATES SIZE, CFM Eq MITERED ELBOW WITH TURNING VANES INDICATES SUPPLY AIRFLOW <9 (90°, 45°, 30°) RL REFRIGERANT LIQUID PIPING SMOOTH RADIUS ROUND ELBOW FOR ROUND DUCT RS REFRIGERANT SUCTION PIPING RG TYPE RG RETURN GRILLE SMOOTH RADIUS ELBOW FOR RECTANGULAR 0 "X" 24x24 EGGCRATE GRILLE WITH NECK ADAPTER, DUCT BRANCH CONNECTIONS Z LAY-IN CEILING, 1/2" X 1/2" CORE, INTEGRAL (RADIUS = 1 .5D) T (TOP, BOTTOM, SIDE) � m Q DAMPER, "X" INDICATES NECK ROUND 5 GORE ELBOW -+0+- -l+- TEE (PLAN, UP, DOWN) W Q (RADIUS = 1 .5D) J � � o RGS w uj U_ „ TYPE RGS RETURN GRILLE MITERED ELBOW/OFFSET NO TURNING VANES -+O --+� ELBOW (PLAN, UP, DOWN) -J � D z SIZE EGGCRATE, 1 /2" X 1/2" CORE, SURFACE MOUNT 0 m Q ® WITH MOUNTING ADAPTER AS REQUIRED, INTEGRAL v w DUCT TRANSITION (15 DEGREE F- mDAMPER, SIZE AS INDICATED w f- v LJ TYPICAL, 30 DEGREE MAXIMUM) Z (:L z Wiz RR TYPE RR RETURN AIR REGISTER DUCT TRANSITION RECTANGULAR TO = Q "X" 35° FIXED SINGLE DEFLECTION, SURFACE OR DUCT ROUND CONTROLS Q MOUNT, X INDICATES SIZE, RECTANGULAR BRANCH DUCT W CONNECTION WITH 450 ENTRY AND MANUAL VOLUME DAMPER ox REMOTE TEMPERATURE SENSOR, ROUND BRANCH DUCT CONNECTION FROM "X" INDICATES UNIT SERVED EGS TYPE EGS EXHAUST GRILLE RECTANGULAR DUCT WITH SPIN-IN FITTING "X" EGGCRATE, 1/20) X 1 /2" CORE, SURFACE MOUNT (NO SCOOP), BUTTERFLY DAMPER AND T THERMOSTAT, - "CFM" WITH MOUNTING ADAPTER AS REQUIRED, INTEGRAL DAMPER QUADRANT WITH 2 INCH STANDOFF X "X" INDICATES UNIT SERVED © DAMPER, "X" INDICATES SIZE, "CFM" INDICATES _ EXHAUST AIRFLOW ROUND BRANCH DUCT CONNECTION FROMHUMIDITY SENSOR, ex ROUND (NO SCOOP), THERMA SEAL "X" INDICATES UNIT SERVED = i _ z GASKET, BUTTERFLY DAMPER AND DAMPER QUADRANT WITH 2 INCH STANDOFF : . DUCTWORK ROUND DUCT WITH STRAIGHTA ' - • ' SCOTT-Er-R-0 GENERAL sc� BRANCH TEE FL Px845 -� WxH RECTANGULAR DUCT (WIDTH x HEIGHT) ROUND DUCT WITH CONICAL BRANCH PROJECT NO. TEE 14038 ISSUE DATE : DETAIL SYMBOL OCT 26, 2016 X"0 ROUND DUCT (DIAMETER OF DUCT) ROUND DUCT WITH 45° CONICAL rx TOP SHOWS TAG, REVISIONS : LATERAL BRANCH TEE Y BOTTOM SHOWS DETAIL SHEET. INSULATED FLEXIBLE ROUND DUCT BREAK LINE - RECTANGULAR DUCT 11111111 117M (SAME SIZE AS DIFFUSER INLET UNLESS INDICATED OTHERWISE) BREAK LINE - ROUND DUCT R_ DUCT OFFSETS UP IN THE DIRECTION OF AIRFLOW DRAWN BY: AP DUCT OFFSETS DOWN IN THE DIRECTION OF AIRFLOW c� mml �o A� ■ PERMIT DRAWING t S. =. _ .`` ` _. 1 _ \\ ` f cq M . G1 d N J W M cn ABBR moVIATIONS ~ cn � v M �.,a AC AIR CONTIONING UNIT DWG DRAWING MIN MINIMUM SF SQUARE FEET Z o Q� AFF ABOVE FINISHED FLOOR E OR EA EXHAUST AIR NIC NOT IN CONTRACT SP STATIC PRESSURE ' W -c AHU AIR HANDLING UNIT EAT ENTERING AIR TEMPERATURE NTS NOT TO SCALE TAB TEST AND BALANCE Z64 i AMB AMBIENT EDH ELECTRIC DUCT HEATER OA OUTSIDE AIR TD TEMP DIFFERENCE Q N Z BLDG BUILDING EF EXHAUST FAN OAT OUTSIDE AIR TEMPERATURE T/DTRANSFER DUCT . . . W o BTU BRITISH THERMAL UNIT EQUIP EQUIPMENT PD PRESSURE DROP TEMP TEMPERATURE cc BTUH BRITISH THERMAL UNIT PER HOUR ERU ENERGY RECOVERY UNIT PG PRESSURE GAUGE TSP TOTAL STATIC PRESSURECc L m CD CONDENSATE DRAIN PIPING ESP EXTERNAL STATIC PRESSURE PSI POUNDS PER SQUARE INCH TSTAT THERMOSTAT 0 CFM CUBIC FEET PER MINUTE EXIST EXISTING PTAC PACKAGED TERMINAL HEAT PUMP TU TERMINAL UNIT CU CONDENSING UNIT FCU FAN COIL UNIT QTY QUANTITY TYP TYPICAL M EN CUH CABINET UNIT HEATER FD FIRE DAMPER R OR RA RETURN AIR UC UNDERCUT DOOR (1 " MIN.) E N U o CV CONSTANT VOLUME G GRILLE RH RELATIVE HUMIDITY UH UNIT HEATER 0 2 D OR DIA DIAMETER HP HEAT PUMP RL REFRIGERANT LIQUID PIPING VCD VOLUME CONTROL DAMPER � � DB DRY BULB TEMPERATURE KW KILOWATT RPM REVOLUTIONS PER MINUTE VRF VARIABLE REFRIGERANT FLOW DDC DIRECT DIGITAL CONTROL LAT LEAVING AIR TEMPERATURE RS REFRIGERANT SUCTION PIPING VRV VARIABLE REFRIGERANT VOLUME ff � r �? DG DOOR GRILLE (12 X 12ff MIN.) LVR LOUVER RTU ROOFTOP UNIT WB WET BULB TEMPERATURE ujco IDOAS DEDICATED OUTDOOR AIR SYSTEM MAX MAXIMUM S OR SA SUPPLY WG WATER GAUGE DS DUCTLESS SPLIT SYSTEM MBH THOUSAND BTU'S PER HOUR SD SMOKE DETECTOR W PROJECTGENERAL NOTES � 0 1 . PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT OR DUCTWORK, THE CONTRACTOR 13. MOUNT THERMOSTATS AND OTHER CONTROL DEVICES A MAXIMUM OF 48" A.F.F. AS Z SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND SHALL REPORT ANY SIGNIFICANT REQUIRED BY THE FLORIDA ACCESSIBILITY CODE. ,...1 DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE op Q ARCHITECT/ENGINEER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL FOR 14. MAINTAIN FULL CLEARANCES AS RECOMMENDED BY MANUFACTURER FOR ALL Q o ALL SIGNIFICANT CHANGES UPON REQUEST. EQUIPMENT. COORDINATE EXACT LOCATION OF SCREEN WALL WITH GENERAL CONTRACTORQ O PRIOR TO ORDERING EQUIPMENT. W = W Z W 2. FABRICATE AND INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION 15. HVAC CAPACITIES ARE BASED ON DOUBLE PANE WINDOWS WITH A U--VALUE OF 0.5 W p 00 STANDARDS, LATEST EDITION. ALL DUCT SIZES ARE INSIDE DIMENSIONS. ALL DUCT SHALL OR LESS AND A SHADING COEFFICIENT OF 0.25 OR LESS. ry v w BE GALVANIZED STEEL, AND OR DUCTBOARD, AS SPECIFIED. ROUND DUCT MAY BE W 2 v SUBSTITUTED FOR RECTANGULAR, USE OF ROUND DUCTS SHALL NOT RESULT IN INCREASED 16. PROVIDE 24V IONIZATION TYPE DUCT MOUNTED SMOKE DETECTORS FOR AIR J °- Z �= i STATIC PRESSURE. HANDLERS WHERE INDICATED. LOCATE IN SUPPLY DUCT IN ACCESSIBLE LOCATION, REFER Q W Z TO MECHANICAL SEQUENCE OF OPERATIONS DRAWING M-4. PROVIDE APPROVED REMOTE �- Q V Q 3. RUN FLEX DROPS FULLY EXTENDED AND SUPPORT TO MINIMIZE BENDS AND SAGS. VISUAL AND AUDIBLE NOTIFICATION DEVICES FOR INDICATION OF SMOKE AND TROUBLE Q MINIMIZE FLEXIBLE DUCT LENGTHS AS MUCH AS POSSIBLE AND LIMIT TO LESS THAN 6'. CONDITIONS, LOCATED IN OWNER APPROVED OCCUPIED AREAS. Z UNLESS OTHERWISE INDICATED, FLEX SIZE SHALL MATCH THE INDICATED DIFFUSER NECK Q f SIZE. 4. LOCATION OF DUCTWORK IS APPROXIMATE. MAKE ADJUSTMENTS AS NECESSARY' TO AVOID INTERFERENCE WITH FRAMING, TRUSS WEBBING, AND ANY OTHER UNFORESEEN W OBSTRUCTIONS. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL SIGNIFICANT CHANGES UPON REQUEST. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, RETURN GRILLES, AND EXHAUST GRILLES. yy - - 5. PROVIDE MANUAL VOLUME DAMPERS FOR EACH DIFFUSER AT TAKEOFF, UNLESS OTHERWISE INDICATED. ;, 6. TEST AND BALANCE AIR DISTRIBUTION SYSTEMS IN ACCORDANCE WITH SPECIFICATION I Y• T PROVIDED BY WNER UNDER SEPARATE CONTRACT. REQUIREMENTS. 0 BE0 U SCOTT€ scti -: 7. WHERE RETURN NECK SIZES ARE SHOWN FOR RECTANGULAR DUCTWORK. EQUIVALENT FL PE#51845 VELOCITY ROUND FLEX MAY BE SUBSTITUTED WHERE REQUIRED FOR ALIGNMENT. PROJECT NO. 8. PROVIDE TRANSITIONS AS REQUIRED TO ADAPT EQUIPMENT TO DUCT SIZES SHOWN. 114038 ISSUE DATE : 9. PROVIDE FLEXIBLE DUCT CONNECTORS TO ALL MOTORIZED EQUIPMENT. OCT 26, 2016 REVISIONS : 10. ALL RECTANGULAR DUCT ELBOWS SHALL BE RADIUS ELBOWS OR SHALL HAVE TURNING VANES, EVEN IF NOT SHOWN. 11 . ALL EQUIPMENT AND MATERIALS SHOWN ARE NEW WORK, UNLESS OTHERWISE STATED. 12. INSULATE DUCTWORK AS SPECIFIED. OP DRAWN BY: AP Mml ■ 2 PERMIT DRAWING N O/ z (n w W o N o SPLIT SYSTEM A/C SCHEDULE AIR CURTAIN FAN SCHEDULE � x o � zoo VOM ,�R+ AIR HANDLING UNIT AHU-1 AHU-2 AHU-3 UNIT DESIGNATION ACF-1 ACF-2 ACF-3 E9 FAN DATA CFM 1 t200 1 t200 1 500 Z 4) TOTAL AIR, CFM 3t600 31600 2,000 LENGTH, INCHES 48 48 60 W -� z U OUTDOOR AIR, CFM 470 470 300 MOTOR HP 1 /6 1/6 1/6 ED " zcu � Q E.S.P., INCHES W.G. 1 .25 1 .25 0.5 F.L.A. 2.4 2.4 2.6 W o LL- HEATING DATA ELECTRICAL (V/PH/HZ) 120/l/60 120/l/60 120/l /60 cc .° mcu L TOTAL CAPACITY, BTU/HR 63,805 639805 56,150 BASIS OF DESIGN MANUFACTURER MARS MARS MARS O ELECTRIC HEAT, kW (@208V), STAGES 18.7/2 18.7/2 7.2/1 BASIS OF DESIGN MODEL LPV2481 UATS LPV2481 UATS LPV2601 UATS ELECTRICAL DATA O cnN E a) N ~ SERVICE (V/PH/HZ) 208/3/60 208/3/60 208/1/60 NOTES: L N 0cn o MCA, (AMPS) 76.7 76.7 53 1 . VARIABLE SPEED, COMMERCIAL GRADE, UNHEATED, LOW PROFILE, ETL LISTED UNIT. 0 Co x 2. MOTORS SHALL BE TOTALLY ENCLOSED AIR OVER. THERMAL OVERLOAD PROTECTION. PLUG IN CHORD. Z MOCP (AMPS) 80 80 60 3. DISCHARGE NOZZLE SHALL HAVE ADJUSTABLE AIR DIRECTIONAL VANES. FILTER MERV 8 MERV 8 MERV 8 4. PROVIDE OPTIONAL DOOR LIMIT SWITCH TO ENERGIZE FAN WITH DOOR OPENING. Ir- MQ N C) _ O CO O OUTDOOR UNIT AC-1 A, AC-113 AC-2A, AC-26 HP-3M uj � COOLING CAPACITY (COMBINED TOTALS) _ TOTAL CAPACITY, BTU/HR 1152000 1152000 56,300 FAN SCHEDULE SCHEDULE SENSIBLE CAPACITY, BTU/HR 930000 939000 48,600 OUTDOOR AIR TEMP °F 95 95 95 UNIT DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 TF-1 ENTERING AIR (DB/WB) 78/63 78/63 78/64 SERVICE MEN'S TOILET WOMEN'S TOILET MOP SINK MOP SINK MOP SINK UTILITY CHASE 1 W EER / COP (MIN.) 11 .2 / -- 11 .2 / -- 14.0 SEER / 3.4 CFM 200 150 50 50 50 2,000 .1 NUMBER OF COMPRESSORS 1 EACH 1 EACH 2 EACH E.S.P., INCHES W.G. 0.25 0.25 0.25 0.25 0.25 0.25 � Q � Qoo POWER (HP/WATTS) -- 74.7 -- 42.5 -- 25.0 -- 25.0 -- 25.0 0.5 -- W o ELECTRICAL DATA (EACH} / / / / / / _ � � _j LL SERVICE (V/PH/HZ) 208/3/60 208/3/60 208/1 /60 DRIVE DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT W - � Jam = B B A WMQ B MCA, (AMPS) 24 24 36 FAN TYPE A A .J vW MOCP (AMPS) 40 40 60 MAXIMUM SONES 2.0 3.5 1 .0 1 .0 1 .0 9.6 CL z iz W BASIS OF DESIGN TRANE TRANE TRANS INTERLOCK/CONTROL NOTE 6 NOTE 6 FAN SWITCH FAN SWITCH FAN SWITCH NOTE 6 Z Lu Q J Q � Q MODEL AHU (INDOOR UNIT) TWE120E3 TWE120E3 GAM5BOC60 ELECTRICAL (V/PH/HZ) 115/l/60 115/1/60 115/l /60 115/1/60 115/l/60 115/1 /60 = MODEL AC (OUTDOOR UNIT 4TTB306OD1 4TTB3060D1 4TWR5061 NOTES ACCESSORIES 1 ,2,3,4,5 1 ,2,3,4,5 1 ,2,3,4,5 1 ,2,3,4,5 1 ,2,3,4,5 1 ,2,3,4,5 } / W NOMINAL TONNAGE 10 TON 10 TON 5 TON BASIS OF DESIGN MANUFACTURER COOK COOK COOK COOK COOK COOK NOTES AND ACCESSORIES: BASIS OF DESIGN MODEL GN-522 GN-322 GC-128 GC-128 GN-122 165SQN 10D 1 . MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCE SPACE FOR MAINTENANCE. 2. INDOOR AND OUTDOOR UNITS SHALL HAVE SINGLE POINT OF POWER CONNECTION. 3. COOLING CAPACITIES LISTED ARE GROSS CAPACITIES FOR INDOOR/OUTDOOR COMBINATIONS LISTED. FAN TYPE: - - 4. REFRIGERANT SHALL BE R-410. ., A. CENTRIFUGAL INLINE CABINET FAN 5. UNIT SHALL PROVIDE AIRFLOW AT INDICATED E.S.P. RATING IN CONFIGURATION AS SHOWN ON PLAN, B. CENTRIFUGAL CEILING CABINET FAN AFTER DEDUCTIONS FOR HEATER, STANDARD FILTER PRESSURE DROPS AND WET COIL. _ 6. AHU-1 AND AHU-2 SHALL HAVE ADJUSTABLE BELT DRIVES. NOTES ACCESSORIES: 7. PROVIDE SHORT CYCLING PROTECTION, TIME DELAY RELAY. 1 . PROVIDE INTEGRAL FACTORY DISCONNECT. SCOITE.-RPSCH 8. UNIT SHALL HAVE TXV REFRIGERANT CONTROL, COMPRESSOR CRANKCASE HEATER, FL PE#519,49 2. PROVIDE BACKDRAFT DAMPER. AND STANDARD DRAIN PAN. 3. PROVIDE HANGING ISOLATOR SUPPORT KIT. 9. HIGH AND LOW CUTOUTS, SUCTION AND DISCHARGE SERVICE PORTS, AND REFRIGERANT 4. MOTORS SHALL HAVE INTERNAL OVERLOAD PROTECTION. PROJECT NO. LINE FILTER DRIER. 14038 5. PROVIDE FACTORY PRE-WIRED SPEED CONTROLLER. 10. ALL EQUIPMENT SHALL BE UL LISTED, ARI CERTIFIED. 6. REFER TO CONTROLS ISSUE DATE SEQUENCE. OCT 26, 2016 11 . EQUIPMENT SHALL HAVE A MINIMUM 5 YEAR WARRANTY FOR COMPRESSORS, REVISIONS : AND 1 YEAR ON ALL OTHER PARTS. 12. ALL FAN MOTORS SHALL HAVE THERMAL OVERLOAD AND CURRENT PROTECTION. 13. HEATERS SHALL BE UL LISTED WITH LIMIT SWITCHES AND THERMAL PROTECTION. 14. SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATION BASED ON DEVELOPED LENGTH OF PIPE AND CHANGE IN ELEVATION. 15. PROVIDE TRANE CORPORATION STARTUP SERVICES AND EQUIPMENT. 16. ALL EQUIPMENT SHALL BE LABELED AS TRANE EQUIPMENT. TRANE CONFIRMED MODEL NUMBERS. A� DRAWN BY: AP CIOAL ■ PERMIT DRAWING M N U W S o O CJ w y� 6 load � x LOUVER SCHEDULE Cn NET FREE AREA MAX P.D. AIRFLOW MARK SIZE W" x H" SQ. �-. (MINIMUM.) INCHES W.G. CFMFUNCTION BASIS OF DESIGN NOTES W � W . Z � N L-1 16 X 16 0.57 0.05 300 EXHAUST RUSKIN 122,394 ° V 011 M L-2 18 X 18 0.76 0.05 470 O.A. INTAKE RUSKIN 1 ,223,4 Z WLn LL: o L-3 16 X 16 0.57 0.07 300 O.A. INTAKE RUSKIN 1 ,21314 cu tv CD U N L L-4 18 X 18 0.76 0.05 470 O.A. INTAKE RUSKIN 1 ,21334 0° M L-5 16 X 16 0.57 0.05 250 EXHAUST RUSKIN 1 ,2,324 co 0 U N NOTES/ACCESSORIES: N 1 . LOUVER PERFORMANCE SHALL BE AMCA CERTIFIED. LIMIT WATER PENETRATION TO O.0 1 OZ. PER SQ. FT. AT SCHEDULED AIRFLOW. E N 2. PROVIDE BIRDSCREEN. L 3. LOUVERS SHALL BE DRAINABLE TYPE, ALUMINUM WITH WEATHER RESITANT FINISH — K NAR OR EQUAL. O CC 4. COLOR AND STYLE PER ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR WALL PENETRATIONS MOUNTING AND OTHER DETAILS. Z n N W M � HEAT RECLAIM / RE EAT COIL SCHEDULE AIRSIDE REFRIGERANT SIDE CONFIGURATION TAG TOTAL TOTAL PRESSURE � AIRFLOW ENTERING LEAVING CAPACITY DROP REF. MASS FLOW CONDTEMP. VAPOR TEMP LxHxD NUMBER OF FINS PER AIR, F AIR, F (MBTU) (IN H2O) (LBM/HR) (OF) (OF) (IN.) ROWS INCH W (CFM) J am o RH-1 3,600 55 78 75 0.4 TBD TVD TBD TBD TBD (30xl 6 DUCT) TBD TBD W Q o W RH-2 3,600 55 78 75 0.4 TBD TVD TBD TBD TBD (30x16 DUCT) TBD TBD w u- V WZj 00 NOTES & ACCESSORIES: J M Q Q � V W m 1 . COIL TO BE PROVIDED BY REFRIGERATION CONTRACTOR. TBD ENTRIES TO BE PROVIDED BY REFRIGERATION CONTRACTOR. pW,. z v 2. COPPER TUBE, ALUMINUM FIN CONSTRUCTION, GALVANIZED STEEL CASING. z W J z 3. MODULATING CONTROL - REFER TO SEQUENCE OF OPERATIONS. Q Q Q 4. COUNTER FLOW COIL. Q 5. RIGHT HAND/LEFT HAND PIPING CONNECTIONS FIELD DETERMINED. V W r _ .frt,4 1 SCOTT E.RO,SCH: � r FL PE#51845-` PROJECT NO. 14038 ISSUE DATE : OCT 26, 2016 REVISIONS : DRAWN BY: AP 000 M =2s2 PERMIT DRAWING M - N ' l � N GENERAL NOTESch wo c U w o �•• _ 1 . MAINTAIN NEC AND MANUFACTURER'S RECOMMENDED w N CLEARANCES ON ALL EQUIPMENT. ORDER EQUIPMENT `� w ' ' V� °� °' N WITH ALL SERVICE AND UTILITY CONNECTIONS ON OPEN SIDES OF AIR HANDLING UNITS. ADJUST EXACT o 8 LOCATIONS OF UNITS AS NECESSARY. COORDINATE WITH REFRIGERATION EQUIPMENT. E9 U EQUIPMENT YARD Z AC-2A AC-28 HP-3 2. PROVIDE GALVANIZED SHEET METAL DUCTWORK — SHEET METAL DUCT (ALL :~' ` ` `` ':' i � 5 10 5 10 5 10 ELSE DUCTBOARD) SYSTEMS IN CONFORMANCE WITH SMACNA HVAC DUCT W AC-1 B W CONSTRUCTION STANDARDS — METAL AND FLEXIBLE. Z o A+a (6�►1 LATEST EDITION. — s-- N A+a 7 6x6 \� \� \� �����'�'�`� � �' Q M D Ak cu GILL 7 7 Z E SECURITY r___r 3. EXPOSED DUCTWORK SHALL BE TREATED / CLEANED W o $ AC-1A .L=20_48 r.Q6I I s 1 9 18x18 TO REMOVE ALL OILS SO THAT EXTERIOR SURFACE CAN '� 5 1 o A-TA T- BE PAINTED TO MATCH STRUCTURE ABOVE. cu 9 IN Da ��1 11 X X X _ UT ITY 5� 4. LOUVERS SHALL BE RUSKIN DRAINABLE TYPE. (` x4 _ R 12x4 RECEIVING AREA 4 °'- \� 100 AHS. 1 1 2 3 10o R 4 4 COLOR TO BE APPROVED BY OWNER. Y BS 75 6"� C 12x10 10x 10 8x6 9 -`a � 7 100 s - 1 2 3 �_�- 5. BALANCING DAMPERS TO BE ACCESSIBLE. cc to N 16x16 0j _ 9 RG -��� 16x16 CONTRACTOR TO COORDINATE WITH GENERAL � r..........�... 8 N P1% 8 i-" "" __-" PREP SUPPORT--124x12 RR CONTRACTOR FOR ACCESS AND PROVIDE ACCESS PANELS .� 16x6WA -IN 16x6 WHERE REQUIRED. L' N 1 2 3 FRE - o EF-2 - �, n r_ 150E 4 u i ' r- - - e N F-1 6. MOUNT THERMOSTATS AND OTHER CONTROL DEVICES Z �, u 30x16 58x24fox 10 584-4 � 200E AT A MAXIMUM HEIGHT OF 48" AS REQUIRED BY THE �, A A ---__ 8 I I 20x 14 EGS so BELOW 12"� 8 12too ,. + ' BELOW so -� 12X12 x; 4 FLORIDA ACCESSIBILITY CODE. > 500 250 500 '-- 48x 2 i I ________ 12 N I------- __- 14_ L J 20x14 o EGS _ __ ----- -_- --- ---- ___--- _- -____ _ _-- rn �ss��_____- --- ----- __ - - -- __- �s — 2X II I 7---T 24x22 _-- " � _�_I __�� �______� �__Iuj 150 _ -_ , _- ; _�}� --, 4x22---�—� -�-- SPECIFIC NOTES r ►- WOMEN --- a e �__ �_ "' - - --- r--_� - ---�--- • — MEN CO ER NO.2 s3 1 TRANSITION SUPPLY DUCT TO FULL SIZE OF UNIT OPENING. 1 s Q , PROVIDE FLEXIBLE CONNECTION AT UNIT. BS RG a 500 6»0 4 12 0 500 15 2 CONNECT RETURN DUCT TO RETURN PLENUM FULL SIZE OF 140 FINS PRE ' (TYP. OF 4) 2 D �� UNIT OPENING. PROVIDE FLEXIBLE CONNECTION AT UNIT. M5• 450 12" FLEX CONNECTION (TYP. of 4 8 0 3 MOUNT AIR HANDLING UNITS OVERHEAD SUPPORTED FROM -' TO FIELD FABRICATED PLENUM Box N 175 U C STRUCTURE ABOVE. ROUTE INSULATED CONDENSATE DRAIN LINE (TYPICAL ALL LOCATIONS) 0 - GS TO FLOOR DRAIN. MAINTAIN N.E.C. AND MANUFACTURERS Z N ? �; G OLER 14x14 ° o VESTIBULE RECOMMENDED SERVICE CLEARANCES. _ BS r CAP OFF HATCHED 3 N 8to BS N0, 1 J m 0 6"o GS SLOTS AS SHOWN. M5• 3" SLOT RETURN (TYP.) IN r�'; �'' 1 so 4 EXHAUST FAN SPEED CONTROLLERS SHALL BE MOUNTED ABOVE <C L — 140� - 4x14 {TYP OF 4) SHEAT ROCK TO PLENUM =='_. X a LSC CEILING. REFER TO N CEILING NEAR FAN. MARK TEST AND BALANCE SETTINGS. O Q / ARC H ITECTU RAL. 17 J > LL, VESTIBULE 13 0 000 0 Q 5 MOUNT UNITS LEVEL ON CONCRETE SLAB. COORDINATE W J N0.2 � �R. J � _ Sl H, 30x12 PLACEMENT WITH OTHER EQUIPMENT. `� -3 T m U 1 ~- U W I M5• -' `; 6 PROVIDE GRADUAL TRANSITION TO FULL SIZE OF LOUVER Z �W 00 N OPENING WITH BIRD—SCREEN. MOUNT HIGH ON EXTERIOR WALL 11- 24x22 ROUTE RETURN DUCT ABOVE R --- BELOW ROOF. -� Z X a -�� c�,` SOFFIT AND LOCATE RETURN 6 t `� ROUTE RETURN DUCT ABOVE c=''' �'�� GRILLES IN BOTTOM SOFFIT �� -' " SOFFIT AND LOCATE RETURN ----- L)- SOFFIT IN BOTTOM SOFFIT ABOVE EQUIPMENT TO ALLOW 14 - 7 ROUTE INSULATED REFRIGERANT PIPING FROM ALL HEAT PUMPS 0 Q ° AIRFLOW RG 1404 ABOVE EQUIPMENT TO ALLOW / CONDENSER UNITS TO ALL AIR HANDLING UNITS. RUN PIPING W 20 .. AIRFLOW 0 222 CONCEALED IN WALLS AND ABOVE CEILING WHERE NECESSARY. ,tw, 4 tie J UTILITY PROVIDE WEATHERTIGHT SEALS IN EXTERIOR WALL PENETRATION. "--�--� 14x 14 Ic -CHASE 14x14 `•, `' + 'i'�, j 12"� A 8 PROVIDE 18 DEEP EXHAUST AIR PLENUM FULL SIZE OF LOUVER RGS �`+ 5 OPENING WITH BIRD—SCREEN. 14x 14 ,��,,, 450 4 5 Y<` (GRILLE NOT ® CONNECTED TO ;, 9 ROUTE CONDENSATE DRAIN LINES FROM COOLER EVAPORATOR SA CHECK OUT A RETURN DUCT) *, `'��= 24x24 UTILITY `�'. COILS ALONG COOLER WALL INTO ADJACENT UTILITY ROOM. .,y 2000 EXTEND DOWN TO SLAB AND CONNECT AS INDIRECT WASTE TO , , CHASE FLOOR DRAIN. NO.2 EF-5 10 MAINTAIN N.E.C. AND MANUFACTURERS RECOMMENDED SERVICE _ 1 r5. 12 CONNECT CLEARANCES AND MANUFACTURERS MINIMUM RECOMMENDED R12x12 R31_2 - DUCT TO SPACING OF UNIT. 600 600 "- SOFFIT/ 9©OITT :R06 #` 4 PLENUM 2 0 11 CONTROL PANEL FOR TEMPERATURE SET—POINT ADJUSTMENT. -----_ INSTALL ABOVE CEILING APPX 13'-6" AFF 12 MECHANICAL CONTRACTOR TO INSTALL SMOKE DETECTOR AN PROJECT NO. INDICATOR PANEL. SMOKE DETECTOR TO BE MODEL 14038 P270-2000P PHOTO HEAD. MULTI—SIGNALING TO BE MODEL ISSUE DATE : P271 —SSK451 (CARRIER OR EQUAL) AND TO BE LOCATED AT OCT 26, 2016 REVISIONS THE SERVICE COUNTER. 13 REMOTE TEMPERATURE AND HUMIDITY SENSORS ON BOTTOM INSIDE OF SOFFIT TO (AHU-1.). 14 REMOTE TEMPERATURE AND HUMIDITY SENSORS ON BOTTOM INSIDE OF SOFFIT TO (AHU-2). M CHANI�AL PLAN- SCA E: 3116" = 1'-0" 15 REMOTE TEMPERATURE SENSOR ON WALL TO (AHU-3). DRAWN BY: - N AP 16 PROVIDE SHEET METAL EXTENSION PLENUM FOR RETURN AIR DUCT CONNECTION, L1 1 'xW28"xH 12". 17 TRANSFER FAN TF-1 THERMOSTAT. INITIAL SES OI NT 10°F HIGHER THAN RETAIL AREA (AHU-2) SET—POINT. C _ oo PERMIT DRAWING M O c/ N O z � Nw CONTROL SEQUENCES - SPLIT SYSTEM HEAT PUMPS DDC POINTS LIST - DX SPLIT SYSTEM , logo THE STORE IS SERVED BY TWO DUAL CIRCUIT/DUAL COMPRESSOR SPLIT SYSTEM WITH ELECTRIC HEATING ELEMENTS. •� o N o Al AO BI BO ALARMS PROGRAMS � � M �,a THE SYSTEM SERVING THE SALES AREA OF THE STORE IS COMPRISED OF THE DUAL CIRCUIT AIR HANDLER AHU-1 , cn AND CONDENSING UNITS AC-1 A, AND AC-1 B, AND DUAL CIRCUIT AIR HANDLER AHU-2, AND CONDENSING UNITSED -�--� AC-2A AND AC-213. BOTH SYSTEMS SHALL HAVE REHEAT CAPABILITY UTILIZING THE HEAT OF REJECTION FROM I Z THE CENTRALIZED RACK REFRIGERATION SYSTEM VIA DUCT MOUNTED REFRIGERATION REHEAT COILS, RH-1 AND — 00 s = RH-2. W .c= D (1 D Z L � w BOTH SPLIT SYSTEMS SHALL BE CONTROLLED USING REFRIGERATION RACK MANUFACTURERS CONTROL PACKAGES N o z z 0 gz z w ww_i TO ACCOMPLISH THE CONTROL SEQUENCES OUTLINED BELOW. THE CONTROLS CONTRACTOR SHALL PROVIDE ALL woo o � o o � � mcu �- — H R FTWAR PR RAM IN A STALLATION INCLUDING WIRING UNLESS SPECIFICALLY INDICATED Z c� X Q A DWARE, SO E, OG M G ND IN = cn cn -.-� 0 o � _ OTHERWISE. USER INTERFACE SHALL BE VIA AN LCD SCREEN ON THE CONTROL MODULE. PROVIDE SPACE =0 U-I �- o o o w o o o Q —� Q Q w o TCAPABILITY TO H OWNER PASSWORD PROTECTED. � > a_ m w oCL V) m z z z z w TEMPERATURE AND SPACE HUMIDITY SET POINT ADJUSTMENT THE tv c 02 wF=- ww pUw F- w � Qmm �-- U � L, � co o- >1 > � i-- > > _ = z — THE SYSTEMS SHALL OPERATE IN COOLING, DEHUMIDIFICATION, AND HEATING MODES. DEHUMIDIFICATION MODE : w —! wQ � Q -� C� � t� � � w Q � �> a� POINT DESCRIPTION > > o _ = o = o 0 w SPECIFIC NOTES SHALL TAKE PRIORITY OVER SINGLE STAGE COOLING. THE OWNER SHALL HAVE THE ABILITY TO OVERRIDE AND co CANCEL THE DEHUMIDIFICATION MODE OF OPERATION, RETURNING THE SYSTEM TO NORMAL HEATING OR COOLING 0 cu EACH SPLIT SYSTEM: X GRAPHICALLY INDICATE DEHUMIDIFICATION MODE MODES BASED ON SPACE TEMPERATURE. THE FACILITY IS A 24 HOUR FACILITY AND DOES NOT REQUIRE co OCCUPIED/UNOCCUPIED SCHEDULES OR UNOCCUPIED SETTINGS ON EITHER SYSTEM. N ti COMPRESSOR COND. FAN SET A X X E COMPRESSOR/COND. # T #13COOLING MODE: �" co COMPRESSOR/COND. FAN SE X X 0 0 REVERSING VALVE UNIT #A THE COMPRESSORS/CONDENSER FANS SHALL CYCLE IN STAGES TO MAINTAIN COOLING SET—POINT OF 75°F Z �, U- REVERSING VALVE UNIT #B (ADJUSTABLE). THE AIR HANDLER SHALL CYCLE WITH FIRST STAGE COMPRESSOR AND SHALL RUN CONTINUOUSLY f,-,,- WITH WITH THE BOTH COMPRESSORS OPERATING. AHU BLOWER X X Q N ELECTRIC HEAT X X DEHUMIDIFICATION: o SPACE TEMPERATURE X X X ALARM IF SETPOINT CANNOT BE MAINTAINED (+/-3F) uj M ,� WHEN SPACE HUMIDITY EXCEEDS 55% (ADJUSTABLE) AS SENSED BY THE SPACE RELATIVE HUMIDITY SENSOR, THE SPACE HUMIDITY X X ALARM IF SETPOINTS CANNOT BE MAINTAINED (+/-5%) CONTROL SYSTEM SHALL ENERGIZE BOTH COMPRESSORS/CONDENSER FANS AND THE AIR HANDLER BLOWER. THE HEAT RECLAIM VALVE X X CONTROL VALVE ON THE REHEAT COIL SHALL MODULATE TO CONTROL THE FLOW OF HOT GAS TO MAINTAIN A HEAT RECLAIM COIL DISCHARGE AIR TEMP X NEUTRAL SUPPLY AIR TEMPERATURE OF 75°F (ADJUSTABLE) AS SENSED BY A DUCT MOUNTED TEMPERATURE SENSOR LOCATED DOWNSTREAM OF THE REHEAT COIL. WHEN SPACE HUMIDITY FALLS TO 50% (ADJUSTABLE), THE CONTROL SYSTEM SHALL TERMINATE DEHUMIDIFICATION MODE AND RETURN TO NORMAL HEATING AND COOLING MODES BASED ON SPACE TEMPERATURE. HEATING: THE PRIMARY SOURCE OF HEAT SHALL BE THE REFRIGERANT REHEAT COIL. ON A CALL FOR HEATING AS SENSED BY THE SPACE TEMPERATURE SENSOR, THE CONTROL SYSTEM SHALL ENERGIZE THE AIR HANDLER BLOWER, AND J oo Q MODULATE THE REHEAT COIL CONTROL VALVE TO MAINTAIN SPACE TEMPERATURE AT SET—POINT OF 70°F O Q o 0 (ADJUSTABLE). THE CONTROL SYSTEM SHALL UTILIZE THE ELECTRIC HEAT AS ADDITIONAL STAGES OF HEAT. SHOULD SPACE TEMPERATURE CONTINUE TO DROP BELOW SET—POINT, WITH THE AIR HANDLER BLOWER ENERGIZED DX REHEAT COIL PROVIDED THE ELECTRIC HEAT SHALL ENERGIZE AS FINAL STAGE OF HEAT IF SPACE TEMPERATURE CANNOT BE MAINTAINED. W - LL BY REFRIGERATION Z J : _ CONTRACTOR EQUIPMENT SAFETY: m Q o W V W � ALL CONTROL FEATURES AND ALGORITHMS PROVIDED BY THE HVAC EQUIPMENT MANUFACTURER FOR THE uj Z v SAFEGUARD OF EQUIPMENT SUCH AS COMPRESSOR RESTART TIME DELAYS, DEFROST CYCLES, ELECTRIC V < Z SUPPLY AIR TEMPERATURE HEAT/AIRFLOW INTERLOCK, ETC. SHALL BE MAINTAINED INDEPENDENT OF THESE CONTROLS SEQUENCES. CONTACT !;E Q < a SPACE EQUIPMENT MANUFACTURER AS NECESSARY FOR COORDINATION. Q > 0 RETURN SD TT SENSOR = AIR DUCT PROVIDED BY MOUNTED REFRIGERATION SMOKE CONTRACTOR ELECTRIC HEAT DETECTOR MODULATING DUCT MOUNTED REFRIGERANT REHEAT C01 ❑ OUTSIDE BLOWER CONTROL DISCHARGE IR FIRE PROTECTION VALVE TEMPERATURE AIR - - PROVIDED BY SENSOR PROVIDED PROVIDE DUCT MOUNTED SMOKE DETECTOR TO SHUT DOWN RESPECTIVE AIR HANDLER AND NOTIFY FIRE ALARM REFRIGERATION BY REFRIGERA ION SYSTEM WHEN SMOKE IS PRESENT IN DUCTWORK. HVAC CONTRACTOR SHALL PROVIDE THIS FIRE PROTECTION CONTRACTOR CONTRACTOR ❑ FEATURE INDEPENDENT OF OTHER CONTROLS; AND SHALL PROVIDE ALL REQUIRED DEVICES SUCH AS RELAYS, . --•, SPACE AUXILIARY CONTACTORS, TRANSFORMERS, WIRING, ETC. FOR SAFE AND ORDERLY SHUTDOWN OF AIR HANDLERS. SEE Q M M HUMIDITY NOTES ON PLANS FOR ADDITIONAL REQUIREMENTS. .r .. SENSOR •� START STOP PROVIDED BY ', 7. T DX � a OUTPUT REFRIGERATION EXHAUST FANS SCOTTS R T COIL #13 AHU CONTRACTOR FLPE#5,845 DX EF-1 AND EF-2 SHALL BE INTERLOCKED WITH OCCUPANCY SENSOR IN THE RESTROOM SERVED WITH 10 MINUTE COIL #A 1ST STAGE 2ND STAGE CONDENSER DELAY (PROVIDED BY DIVISION 16). EF-3, EF-4, AND EF-5 SHALL BE CONTROLLED BY A FAN SWITCH PROJECT NO. UNIT #A UNIT #B FAN OUTPUT (PROVIDED BY DIVISION 16). 14 FILTER (TYP.) ISSUE DATE : OCT 26, 2016 REVISIONS : MIXED AIR INTAKE TRANSFER FANS PLENUM TF-1 SHALL BE CONTROLLED BY A THERMOSTAT (DIVISION 15). COMPRESSOR Li OUTPUT (TYP.) FLOOR EXTERIOR SLA DRAWN BY: AP 1 SPLIT SYSTEM CONTROL SCHEMATIC M-4 SCALE: NTS AHU-1 AND AHU-2 SYSTEMS M =4 PERMIT DRAWING _ � o 11 N .WN 2 p� o U zt Za U L ul V N 04 Z :..:.:............1 W .o INSULATION AND JACKET (AS 'W SPECIFIED) c SPIN—IN FITTING Lm m DRAWBAND ON FLEXIBLE SUPPORT WITH 1 2 cu MIN. BAND CLAMP (NO SCOOP) MAIN DUCT (ROUND SIMILAR) DUCT (INNER SLEEVE) WHERE NECESSARY 0 TYP. ( ) TO MINIMIZE SAGS SEAL ALL INSULATION cu AND KINKS IN FLEX JOINTS AND BREAKS DRAWBAND ON OUTSIDE OF OVERLAP FULL DISTANCE OF cc DRAWBAND ON OUTSIDE OF VOLUME DAMPER INSULATION AROUND JACKET NECK IN VAPOR BARRIER INSULATION AROUND JACKET (TYP.) WHERE N(TYP.) a> N PROVIDED WITH Lm USE METAL ELBOW FOR0 c TURN TO VERTICAL WHERE DIFFUSER) INSULATION AND JACKET VOLUME DAMPER (OMIT WHERE SPECIFIED Z � � NECESSARY TO AVOID (AS ) PROVIDED WITH DIFFUSER FULLY EXTEND '� KINKS IN FLEX + MAIN DUCT (ROUND SIMILAR FLEX DUCTDRAWBAND ON FLEXIBLE) DUCTINNER SLEEVE Q MINIMUM 3 SCREWS ( ) N EQUALLY SPACED (TYP.) P 001, SEAL ALL INSULATION JOINTS W co SEAL INSULATION TO D \,-,FULLY EXTEND AND BREAKS IN VAPOR FACTORY INSULATED FLEX DUCT SPIN—IN FITTING (NO SCOOP) FACTORY INSULATEDBARRIER SEAL INSULATION TO DIFFUSER CEILING OVERLAP FULL )ISTANCE OF DIFFUSER DIFFUSER OR GRILLE NECK (TYP.) DIFFUSER OR GRILLE IL CEILING HORIZONTAL DUCT CONNECTION ETAIL "*"'*N VERTICAL DUCT CONNECTION DETAIL J M-5.1 SCALE: NTS (TY ICAL) M-5.1 SCALE: NTS (TYPICAL) Q � o <C in W wo in 7>- * iW a QOU� mQ 0 U W W P m Z 0 Q = Qac V � Q DRAIN LINE SHALL BE w AT LEAST TH E SAM E SIZE AS THE NIPPLE 0 N THE DRAIN PAN DUCT NECK SIZE INDICATED ON PLAN ADAPT TO NECK SIZE INDICATED CLEANOUT 7 PITCH DOWN CAP OR PLUG „ 4 •, ., TOWARD DRAIN AND , •. RUN TO FLOOR DRAIN DRAIN PAN F .` AS INDIRECT WASTE • . , I 1/2 x /2 x 1 /2 SCOTT toi �h f SECTION GRID CORE FLPE#51 CEILING AIR GAP DEPTH OF SEAL REQUIRED TO OVERCOME NOTES OPERATING STATIC PRESSURE DIFFERENCE PROJECT NO. SIZE PER MANUFACTURER'S 14038 FLOOR DRAIN RECOMMENDATION MIN. 2„ ISSUE DATE : 1 . FULL FACE WITH LAY—IN FRAME FOR 24"x 24" CEILING MODULE. ( ) OCT 26, 2016 REVISIONS : 2. PROVIDE ADAPTER AS REQUIRED FOR DUCTED RETURN AIR APPLICATION . NOTE: 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CEILING SYSTEM DETAI S. DRAIN LINE SHALL BE INSULATED INSIDE BUILDING. 3 RETURN AIR GRILLE DETAIL 4 CONDENSATE DRAIN TRAP DETAIL M-5.1 SCALE: NTS (TYPICAL) M-5.1 SCALE: NTS (TYPICAL) DRAWN BY: AP C� Mm5ml A� PERMIT DRAWING l V n o N U W , x � o W � _ZLo o N N M 1/4SHEETROCK "€':': Z Z71 /4" SHEETROCK W o8 CIRCULAR FLANGED SQUARE PANEL MOUNT PLENUM BOX FLUSH WITH STUD TRIM PIECEWALL. OUNT PAN 12"0 SUPPLY DUCT M EL ACCESSORY ON L m � NOZZLE FACE OF STUD WALL. APPLY ONE LAYER OF 1 4" SHEETROCK FLUS CIRCULAR FLANGED L / HTO y TRIM PIECE EDGE OF PANEL AND A SECOND LAYERcu -� OF 1/4" SHEETROCK OVER THE EDGE SQUARE PANEL 12" FLEX DUCT OF PANEL AND PULL NOZZLE THROUGH M ti to ROUND HOLE IN THE SECOND LAYER E a — INSULATED PLENUM BOX OF SHEETROCK AND FINISH WITH L , SIZED TO MATCH PANEL ROUND FLANGED TRIM PIECE. O .� UIP. STUD WALL Z 0 cu , MOUNT REMOTE CHASE TEMPERATURE AND + HUMIDITY SENSORS N ON BOTTOM INSIDE HOT o OF SOFFIT TO BEVERAGE co _ AIR HANDLING UNIT. COUNTER uu a j 1 PARTIAL BUILDING LONGITUDINAL SECTIONt"2 *� NOZZLE DIFFUSER SECTION- 0 M-5.2 SCALE1/4"' =V-0" (FOR AHU-1; AHU-2 SIMILAR) �5.2 ..SCALE- 1/4 1 -0 TYPICAL V Q p W mQ ° t!) � >< ` - w om < aF (-)— W V LLJ V CL Z Z :5Wz aQ 1414 = Lr) Q SUPPLY V DUCT I.I.I IT 111llilalll If i l f i t l l l l l 141-8'1 JOIST BEARING USE CEILING CAVITY AS RETURN PLENUM BEAM AHU-3 10x10 SUPPLY '. 3" SLOT RETURN OPENING SCOTT.RQgc, FL PE#59845 a FINISH PREP PREP SUP RT UTILITY AREA PROJECT NO. 14038 ISSUE DATE : OCT 26, 2016 :, •-• REVISIONS : DRAWN BY: 3 AHU-3 DUCT SECTION AP ��5-2SCALE: 1/411=11-0" M =5m2 PERMIT DRAWING I PLUMBING FIXTURE SCHEDULE N N ITEM DESCRIPTION WASTE C.W. H.W. LEGEND GENERAL NOTES THERMOSTATIC MIXING VALVE w vw � 1 . SANITARY PIPE AND FITTINGS SHALL BE DWV SCH 40 PVC SANITARY AS SPECIFIED. UNIT TAG TMV-1 o M o w -b N WATER CLOSET, FLOOR MOUNTED, FLUSH VALVE, KOHLER 1 .28 GPF _ _ WELLWORTH SERIES WITH ELONGATED FRONT BEMIS WHITE SOLID 4» 1 » __ VENT w S i WC 1 COMMERCIAL PLASTIC SEAT WITH CHECK HINGE AND SLOAN ROYAL 2. CONFIRM WASTE PIPING DOES NOT RUN LENGTHWISE MIN. FLOW GPM 0.5 a � IV. 111 -1 .28 HET VANDAL RESISTANT FLUSH VALVE. 3.6 0O TRAP, PLAN VIEW UNDER OR IN FOOTINGS, ADJUST AS NECESSARY. o N rn " M �,�. MAX. FLOW, GPM (@ MAX. P.D.) cn CW ADA WATER CLOSET, FLOOR MOUNTED, ADA FLUSH VALVE, KOHLER 3. REFER TO RISERS FOR PIPE SIZES NOT SHOWN ON PLAN. _;; E9 -}-+ 1 .28 GPF HIGHLINE SERIES, BEMIS WHITE SOLID COMMERCIAL REFER TO SCHEDULE FOR DRAIN AND WATER CONNECTION MAX. PRESSURE DROP, PSI 96� Z V WC-2 PLASTIC SEAT WITH CHECK HINGE AND SLOAN ROYAL 111 -1 .28 4" 1 " -- ' - FILTERED CW SIZES TO EACH FIXTURE. 0 HET VANDAL RESISTANT FLUSH VALVE. HANDLE ON WIDE SIDE OF HW LOCATION LAVATORIES, HANDSINKS W STALL. 4. SLEEVE ALL FOOTING/FOUNDATION PENETRATIONS. V 0 MAKE MODEL LEONARD MODEL 170 Z s-- GAS R P R / # LAVATORY SOLID SURFACE COUNTERTOP WITH INTEGRAL CONTINUOUS NATURAL/PROPANE AL/ OPANE G A S 5. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE Q M INSTALLED IN ACCORDANCE WITH THE FLORIDA PLUMBING Z `° SLOT DRAIN. TRIM WITH AMERICAN STANDARD SELECTRONIC o -N+- FULL PORT BALL VALVES CODE AND FLORIDA ACCESSIBILITY CODE. ENSURE SANITARY NOTES AND ACCESSORIES. W o HARD-WIRED FAUCET 6059.105, WITH HOT WATER/COLD WATER ,� ROUGH-INS ARE LOCATED TO MAINTAIN ADA CLEARANCES LAV-1 MIXING VALVE, 0.5 GPM, ANGLE STOPS WITH LOOSE KEYS, 1 -1/4 1/2 1/2 AFTER FIXTURES ARE INSTALLED. SEE ARCHITECTURAL 1 . CHECKSTOPS ON INLETS. c s ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY TUBES, CAST -� RISE OR DROP L SHEETS FOR EXACT DIMENSIONS. 2. ASSE STANDARD 1017, 1070 COMPLIANT. 2 cu BRASS P-TRAP AND DRAIN OUTLET, CHROME PLATED BRASS GRID 3. ADJUSTABLE SETPOINT SET AT 1107, INTEGRAL CHECK DRAIN. PROVIDE ANTI-SCALD VALVE. BRANCH UP VALVES ON INLETS. 6. OFFSET VTR'S AS REQUIRED TO PENETRATE ROOF AT 4. 1 /2" WATER CONNECTIONS. _ ADA LAVATORY KOHLER GREENWICH SERIES, WALL HUNG VITREOUS BRANCH DOWN LOCATION AT LEAST 10 FROM AIR CONDITIONING UNIT 5. MIXING VALVES MEETING THE ABOVE REQUIREMENTS MAY co CHINA WITH 4" FAUCET CENTER. TRIM WITH AMERICAN STANDARD INTAKES. COORDINATE EXACT LOCATION OF AIR CONDITIONING o TEE UNITS WITH MECHANICAL CONTRACTOR AND ADJUST AS BE COMBINED WITH FAUCET AS AN ACCESSORY. E N SELECTRONIC HARD WIRED FAUCET 6059.105, WITH HOT 9 N WATER/COLD WATER MIXING VALVE, 0.5 GPM, ANGLE STOPS WITH NECESSARY. L o LOOSE KEYS ANNEALED CHROME PLATED VERTICAL COPPER SUPPLY -� ELBOW Q x LAV-2 T BRASS P-TRAP AND DRAIN OUTLET CHROME PLATED 1 -1 /4 1 /2 1 /2 7. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF FIRE Z0 ca TUBES, CAS B AIL RATED WALLS. ALL PENETRATIONS OF FIRE RATED WALLS = LL w LL BRASS GRID DRAIN. MOUNT TOP OF BASIN AS INDICATED ON 1 TOP SHOWS TAG, SHALL BE MADE WITH FIRE STOPPING MATERIALS 1N ARCHITECTURAL DRAWINGS. PROVIDE ZURN MODEL Z 1231 - CONCEALED ARM CARRIER. PROVIDE TRUEBRO ADA PIPE P1 BOTTOM SHOWS ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. N INSULATION KIT. PROVIDE ANTI-SCALD VALVE. DETAIL SHEET. PENETRATIONS OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY'S UL ADA URINAL, FLOOR MOUNTED, KOHLER BRAN HAM SERIES, uj LISTING, AS APPROVED BY THE AUTHORITY HAVING WATER HEATER SCHEDULEM - RISER SYMBOLJURISDICTIONWASH-OUT TYPE WITH 3/4 TOP SPUD. SLOAN REGAL 186, 0.5 " " __ SR . UR-1 23/41 .TOP SHOWS TAG, UNIT TAG WH-1 , WH-2 8c WH-3 GPF, ADA VANDAL RESISTANT FLUSH VALVE, AND CAST-BRASS BOTTOM SHOWS 8. INSTALL ALL FIXTURES 1N ACCORDANCE WITH - BEEHIVE URINAL STRAINER. P1 RISER SHEET. MANUFACTURER'S RECOMMENDATIONS, PLUMB AND LEVEL, LOCATION/TYPE OUTDOOR/TAN K LESS MOP SINK 36x36x 12 FLOOR MOUNT, ANGLE CUT FRONT, TERRAZZO PROPERLY SECURED AND SEALED TO FLOOR. U) _ NEO-CORNER, ACORN WITH MOP HANGER AND HOSE ACCESSORIES. 3" 1 2" 1 2" INPUT (BTU/HR} 180,000 PER UNIT W MS 1 / / 9. LOCATION OF WATER PIPES ARE APPROXIMATE. FIELD PROVIDE CHICAGO FAUCET WALL MOUNT UTILITY FAUCET, 2.5 GPM PAN IN= AERATOR WITH VACUUM BREAKER. ADJUST PIPING AS NECESSARY TO AVOID INTERFERENCE. FUEL NATURAL GAS/PRO E ABBREVIATIONS 0 (CONFIRM WITH OWNER AT ORDER) ADA HI-LO DRINKING FOUNTAIN, WALL MOUNTED, BARRIER-FREE, AFF ABOVE FINISHED FLOOR 10. PRIOR TO ORDERING FIXTURES, CONFIRM DIMENSIONAL z REQUIREMENTS FOR DWV PIPING LAYOUTS, STAINLESS STEEL FINISH, ELKAY SWIRLFLOW. SPOUT HEIGHT AS 1 -1 2" 1 2" -- AHJ AUTHORITIES HAVING JURISDICTION ENERGY FACTOR (EFFICIENCY) 95% pd DF INDICATED ON ARCHITECTURAL DRAWINGS. HEAVY DUTY GALVANIZED / / FRAMING/MILLWORK, FAUCET TRIM HOLES, ETC. AND m o STEEL CARRIER. BTU BRITISH THERMAL UNIT COORDINATE ANY REQUIRED ADJUSTMENTS FOR PROPER FIT ELECTRICAL 120/60/1 LIJ Q o Ft FORM AND FUNCTION OF EACH FIXTURE. J Q O COUNTERTOP SINK, ELKAY KINGSFORD SERIES, 15"x 15"x5-1 /8" CFH CUBIC FEET PER HOUR BASIS OF DESIGN A.O. SMITH ATO-340H-(N OR P) _ w u. DEEP, SELF-RIMMING, SINGLE BOWL, STAINLESS STEEL WITH SOUND CND CONDENSATE DRAIN 11 . PROVIDE ALL REQUIRED FITTINGS FOR COMPLETE Q J ? _ INSTALLATION OF EACH FIXTURE INCLUDING BUT NOT LIMITED 000 UNDERCOATING, TRIM WITH CHICAGO FAUCETS 3-3/8" DEEP X f1 CO CLEANOUT W m a S-1 9-5/8" HIGH GOOSENECK FAUCET WITH WING HANDLES, 1 -1 /2 1 /2 1/2 T0, 1 /2 FLEXIBLE SUPPLIES, ESCUTCHEON PLATES, STOP NOTES AND ACCESSORIES: � v � / / / VALVES, DRAINS, TRAPS, MOUNTING HARDWARE, ETC. ALL = W SWIVEL/FIXED SPOUT, 2.2 GPM AERATOR, STAINLESS CUP STRAINER, COOG CLEANOUT ON GRADE v EXPOSED HARDWARE SHALL BE CHROME FINISH. 1 . PROVIDE ELECTRONIC CONTROL SYSTEM FOR SEQUENCING UNIT TO a- ZQ BRASS TAILPIECE, CHROME PLATED COPPER SUPPLIES WITH LOOSE CW COLD WATER LINE SUPPORT HOT WATER FLOW AT STABLE SET POINT TEMPERATURE FROM w < Q KEY ANGLE STOPS. PROVIDE ANTI-SCALD VALVE. EWC ELECTRIC WATER COOLER 12. POTABLE WATER PIPING INSIDE BUILDING DOWNSTREAM OF 0.26 GPM TO 8.0 GPM. Q Q MAIN SHUT-OFF VALVE ABOVE GRADE SHALL BE PEX PIPING, 2. MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCES ON ALL SIDES. C' Q THREE COMPARTMENT, ELKAY MODEL #E3C20X20-2-20 12' DEEP FCO FLOOR CLEANOUT PER FP 4.10. SIZED AND CONFIGUREDE C 60 EXTERIOR PIPING 3. PROVIDE PRESSURE RELIEF VALVES, CHECK VALVE, UNIONS AND SHUT Z ECONOMY SERIES FREE STANDING COMMERCIAL STAINLESS STEEL FCW FILTERED COLD WATER TO BE SCHEDULE 40 PVC. OFF VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SINK WITH BACKSPLASH, LEFT AND RIGHT SIDE DRAINBOARD, SIZE 4. PROVIDE AS CONNECTION ACCORDING TO MANUFACTURER'S S-2 TO FIT ARCHITECTURAL OPENING. TRIM WITH FAUCET SPRAYER 3" 1 2" 1 /2" FD FLOOR DRAIN G / / 13. INSULATE HOT WATER PIPING AS SPECIFIED. RECOMMENDATIONS AND AUTHORITY HAVING JURISDICTION. TYPE PRE-RINSE UNIT, BACKSPLASH MOUNTED, 2.2 GPM AERATOR, FND FUNNEL FLOOR DRAIN 5. PROVIDE MANUFACTURER'S RECOMMENDED SEALED COMBUSTION, STAINLESS CUP STRAINER, T&S BRASS MODEL B-0133-ADF14-B 14. ISOLATION AND SHUTOFF VALVES AND STOP VALVES DIRECT VENT SYSTEM AND ALL RELATED FITTINGS FOR EXTERIOR MOUNT J AND ALL REQUIRED TRIM OR EQUAL. FS FLOOR SINK SHALL BE BALL VALVES OR ANGLE STOPS, RATED FOR 150 APPLICATION AT LOCATION INDICATED. Qm GI GREASE INTERCEPTOR PSI AT 1800. REFER TO SPECIFICATIONS. 6. WH-1 INITIAL SETPOINT TO BE 140°F. - - SINGLE COMPARTMENT SINK, ADVANCE TABCO MODEL #7-PS-49, 7. WH-2 INITIAL SETPOINT TO BE 140°F. 304 STAINLESS STEEL, 16" WIDE BY 14" FRONT TO BACK BY 8" GPF GALLONS PER FLUSH 15. PROVIDE WATER HAMMER ARRESTORS (ASSE 1010) FOR 8. WH-3 INITIAL SETPOINT TO BE 1407. - ,j- -y• t^ DEEP, AND KEYHOLE GALVANIZED WALL MOUNTED BRACKET. TRIM GPM GALLONS PER MINUTE ALL FIXTURES IN ACCORDANCE WITH PDI GUIDELINES. S-3 WITH 4" ON CENTER SWING SPOUT GOOSENECK FAUCET, 2.2 GPM 1 -1 /2 3/4" 3/4" HB HOSE BIBB / H FLORIDA _ n AERATOR AND STAINLESS STEEL GRID STRAINER CUP. PROVIDE 16. SUPPORT ALL PIPING IN ACCORDANCE WITH THE L . .� ADJUSTABLE P-TRAP AND ANGLE STOP VALVES IN CHROME-PLATED HW HOT WATER LINE PLUMBING CODE REQUIREMENTS AND MSS SP-69 GUIDELINES. BRASS. PROVIDE ANTI-SCALD VALVE. PROVIDE SIDE SHIELDS AS HY WALL HYDRANT NECESSARY. 17. REVIEW PLANS TO CONFIRM ADEQUATE CHASE CLEARANCE SCOTT VSCH ; MBH THOUSAND BTU'S PER HOUR EXISTS PRIOR TO INITIATION OF WORK. FLPE#51 ' COUNTERTOP SINK, ELKAY LUSTERTONE SERIES, 25"x 19"x 12" DEEP, NTS NOT TO SCALE SELF-RIMMING, SINGLE BOWL, STAINLESS STEEL WITH SOUND PROJECT NO. UNDERCOATING, TRIM WITH CHICAGO FAUCETS 3-3/8" DEEP X PSI POUNDS PER SQUARE INCH 14038 S-4 9-5/8" HIGH GOOSENECK FAUCET WITH WING HANDLES, 1 -1/2" 1/2" 1 /2 PLUMBING FIXTURE SCHEDULE ISSUE DATE : / SAN SAN ITARY LI N E OCT 26, 2016 SWIVEL/FIXED SPOUT, 2.2 GPM AERATOR, STAINLESS CUP STRAINER, REVISIONS BRASS TAILPIECE, CHROME PLATED COPPER SUPPLIES WITH LOOSE SR SANITARY RISER ITEM DESCRIPTION WASTE C.W. H.W. : KEY ANGLE STOPS. PROVIDE ANTI-SCALD VALVE. TMV TEMPERATURE MIXING VALVE TP TRAP PRIMER ROOF DRAIN WITH SIDE OUTLET, 3" DIAMETER BRONZE FITTING, 10" SINGLE COMPARTMENT, 304 STAINLESS STEEL, 20" WIDE BY 20" DIAMETER COPPER ROOF DRAIN BASIN. INLET SHALL NOT BE LESS FRONT TO BACK BY 12" DEEP, FREE STANDING COMMERCIAL TYP. TYPICAL RD-1 THAN TWO TIMES THE AREA OF THE CONDUCTOR OR LEADER. 3» S-5 STAINLESS STEEL SINK WITH BACKSPLASH LEFT AND RIGHT SIDE 1 -1 /2 of 1/2 1 /2 V VENT LINE PROVIDE COPPER FLASHING COLLAR AND UNDER-DECK CLAMP. DRAINBOARD, SIZE TO FIT ARCHITECTURAL OPENING. TRIM WITH CONFIRM FIT-UP INSIDE ROOF DECK PRIOR TO ORDERING. FAUCET/SPRAYER TYPE PRE-RINSE UNIT, 2.2 GPM AERATOR AND VS VENT STACK THUNDERBIRD RDHZ2NH OR EQUAL. ALL REQUIRED TRIM OR EQUAL. VTR VENT THRU ROOF DRAWN BY: ZURN 415E SERIES CAST IRON FLOOR DRAIN WITH FLANGE, FUNNEL MJS ZURN LIGHT COMMERCIAL PVC FLOOR SINK WITH FLANGE AND 12" WC WATER COLUMN FND AND 7" ROUND TOP AND 1/2" TRAP PRIMER CONNECTION. TOP 4" 1 /2 ---- FS SQUARE TOP, 1 /2" TRAP PRIMER CONNECTION, HALF GRATE AND 4" 1 /2 -- WCO WALL CLEANOUT OF DRAIN TO BE SET FLUSH WITH FINISHED FLOOR. Q� DOME STRAINER. WH WATER HEATER ZURN 415B SERIES CAST IRON FLOOR DRAIN WITH FLANGE AND 7" HOSE BIBB: WOODFORD MODEL #1324 WALL FAUCET WITH ASSE WM WATER METER FD ROUND TOP AND 1 /2" TRAP PRIMER CONNECTION. TOP OF DRAIN 3" 1/2 A� pml HB 1011 BACKFLOW PREVENTER, METAL WHEEL HANDLE AND LOOSE 3/4" __ TO BE SET FLUSH WITH FINISHED FLOOR. TEE KEY, AND RECESSED LOCKABLE POLISHED BRASS BOX ON VESTIBULE NO. 2 SIDE ONLY. 1011 0/ /2018 9:36:45 AM,Simes&Rosch,LLC PERMIT DRAWING N N i W o M o "S- GENERAL GENERAL NOTES �jcn � , 4" 4" 2—WAY 2—WAY 4" U) COOG COOG 1 . REFER TO FOOD SERVICE EQUIPMENT SCHEDULECD E� V Q FOR INFORMATION ON EQUIPMENT ITEMS DESIGNATED Z 4„ IN PARENTHESIS (##). NOTE THAT MUCH OF THE00 EQUIPMENT 1S FURNISHED AND/OR INSTALLED BY W .� „ OTHERS. Z LV... 4 EQUIPMENT 2 V N YARD P-5 2. COORDINATE LOCATION AND TYPE OF DRAIN M (TYP.) Z CONNECTIONS TO EQUIPMENT WITH ACTUAL FOOD W o 8 INVERT 0 CLEANOUT Q SERVICE EQUIPMENT PURCHASED. REVIEW WITH MO U SHOULD BE 20 OWNER PRIOR TO START OF CONSTRUCTION. INVERT C� CLEANOUT BELOW SLAB ROUTE CONDENSATE LINE 4" INVERT ® CLEANOUT m SHOULD BE 27.5" 2–WAY 2-WAY FROM ICE MAKER THROUGH cu COO ---�-- COOG WING WALL TO FLOOR SINK SHOULD BE 27.5" 3. CONTRACTOR SHALL MAKE ALL NECESSARY FINAL M -> BELOW SLAB I I BELOW SLAB W c a? MGMCONNECTIONS TO ALL PLUMBING FIXTURES AND N -"+""""--"""--"�" --- COOG EQUIPMENT PER EQUIPMENT MANUFACTURER'S ❑ 3" VTR _____ __ _ __ __ _ __ _ RECOMMENDATION. � o N INVERT 0 CLEANOUT 4 4" „ MS-1 3ES 11 " E N SHOULD BE 24 P-5 _ DATA sRs REFER TO 3 VTR UTILITY AREA 4" 4. ROUTE ALL PIPING TIGHT AGAINST BOTTOM OF N BELOW SLAB17RECEIVING SANITARY 05 (TYP.) -WAY SECURITY 4" AREA „ P-� RISER NO. FSO 3 I 4" BAR JOISTS. 0 o 4 °' 2 3 END .�' S�S� ROOM 3" VTR 5. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS Z U- CD 3" Im AND/OR FLOOR SINKS. d i i d 4�j 6. PROVIDE CONCRETE DOUGHNUTS AROUNDWC-2 if "ll : [_ 7 N 2" WALK-IN „ SANITARY CLEAN-OUT COVERS TO PREVENT DAMAGE „ — 3 co — 2" ____________ 4 PREP SUPPORT FREEZER -----__--- �! COOLER FROM LANDSCAPE/LAWN MAINTENANCE CREWS. W � I I 4 I I L-------------J NO. 14"—-<,>—J' „ — F i I AREA I _ I 4 3” VTR I--------------, COOLER I~_______---- P-5 7. PRIOR TO START OF CONSTRUCTION OR ° 3" VTR 4 WC-1 6 NO. 2 3 ________________________ i____________i -1 ,Q (TYP.) PURCHASING MATERIALS, CONTRACTOR SHALL < f ------------J CONFIRM EQUIPMENT INSTALLATION REQUIREMENTS FS 4 = o — LT AND MAKE NECESSARY ADJUSTMENTS PER THE 2" S 4 FS -t' FLORIDA PLUMBING CODE. T. MWC-1 u EllUR-1 MEN OGI LAV_1 MAKE FINISH PREP (_ AREA LI 1 GoSPECIFIC NOTES - DRAINAGE SYSTEMS WOMEN INVERT CSD CLEANOUT d LAV-1 Lgy_1 �— SHOULD A 28.5" 1 SEWER SERVICE CONTINUED ON CIVIL UTILITY PLAN. Z m Q - � BELOW SLAB e a Qa 10 01 0 A 2 ROUTE CONDENSATE DRAIN LINES FROM 0 EVAPORATORS IN ADJACENT COOLER, ADJACENT o. uj LL> J 2" 4" OO WALK-IN FREEZER TO FLOOR DRAIN AS INDIRECT W VESTIBULE >= J NO. 2 REFER TO REFER TO VESTIBULE WASTE. �/ p m Q SR1 SR2 w P-4 RISER SANITARY 000 P-� R SER SANITARY N0. 1 3 FLOOR DRAIN FOR CONDENSATE DRAIN LINE FROM Q �' v m AIR HANDLING EQUIPMENT AS INDIRECT WASTE. �_ Lu Z v 4 Ea �vwill W I Z _ 4 ROUTE DRAIN LINES FROM FOOD SERVICE EQUIPMENT Z t-- Q 2 WGY 4�, ' 4,> TO FLOOR SINKS AS INDIRECT WASTE. Q f- S�2- C a Q FS 4 to 3 4 FS 0 I 4 S 3 5 ROUTE 4" DRAIN TO 50 GPM, MIN. 100 LB. INVERT 0 CLEANOUT VTR _ CAPACITY, SCHIER OR EQUAL GREASE TRAP RATED SHOULD BE 41" 2" RETAIL ICE CREAM (YOBS) FOR OUTDOOR LOCATION AS INDICATED. PROVIDE BELOW SLAB 4 FS AREA S-5 CLEAN–UP DUMP 2-WAY CLEANOUTS AS INDICATED AND PROTECTIVE 4» r o ��; SINK (s-5) BOLLARDS. PRIOR TO ORDERING GREASE TRAP OR L- '�-j 3" VTR BEGINNING INSTALLATION IN CONFIGURATION SHOWN, t;d`'dr �� 4" (TYP.} 2'! OBTAIN PRE-APPROVAL FOR GREASE TRAP FROM d 0 FS 4s AUTHORITIES HAVING JURISDICTION. VENTING OF rrr _ _ 2„ it_;,,, 4" `T GREASE TRAP NOT REQUIRED UNLESS LOCAL CODE DICTATES. PROVIDE ACCESS EXTENSIONS AS � '`�4 . 4„ UTILITY o o NECESSARY. CHASE SALES HECK OUT AREA , N0. 2 UTILITY — — `�` 6 PROVIDE N 0 INE SANITARY CLEAN-OUT UT (CO) CHASE — RO DE E D F L CLEA (C ) NO. 1 FLUSH WITH FINISHED SIDEWALK. REFER TO DETAILa l4.= �.� MS-1 0MS_1 �6 CO 4/P-5. scorT PE 1#516W'---------- IF r FL 3" PRIMARY ROOF DRAIN LEADERS WITH CLEANOUT AT BASE OF EACH STACK. CONNECT EACH LEADER PROJECT NO. TO STORM DRAINAGE SYSTEM. FOR CONTINUATION, 14038 REFER TO CIVIL SITE PLAN. ISSUE DATE : 1 3" BELOW GRADE TO 3" -1 OCT 26, 2016 CONNECT TO UNDERGROUND 6 (TYPICAL OF 4) REVISIONS : STORM SYSTEM - (TYPICAL OF 4) 7 P-5 WCO -40 RD-1 (TYP.) RD-1 IL N QIP DRAWN BY: SANITARY PLAN- MJS SCALE: 3/1611 - 1 -0 ,0& P=2 10/21/2016 9:50:20 AM,Simes&Rosch,LLC _. PERMIT DRAWING y GENERAL NOTES n N O 1 . REFER TO FOOD SERVICE EQUIPMENT SCHEDULE 3. CONTRACTOR SHALL MAKE ALL NECESSARY FINAL 6. PROVIDE SHUTOFF VALVES UPSTREAM OF ALL 9. PROVIDE APPROVED BACKFLOW PROTECTION ON N FOR INFORMATION ON EQUIPMENT ITEMS DESIGNATED CONNECTIONS TO ALL PLUMBING FIXTURES AND HOSE BIBBS. WATER CONNECTIONS FOR ALL APPLICABLE IN PARENTHESIS (##). NOTE THAT MUCH OF THE EQUIPMENT PER EQUIPMENT MANUFACTUR R'S EQUIPMENT REQUIRING FILTERED WATER CONNECTION, z EQUIPMENT IS FURNISHED AND/OR INSTALLED BY RECOMMENDATION. 7. PROVIDE CONCRETE DOUGHNUTS AROUND IF NOT FURNISHED BY EQUIPMENT MANUFACTURER. w N OTHERS. SANITARY CLEAN-OUT COVERS TO PREVENT DAMAGE LEVEL OF PROTECTION SHALL BE BASED ON ACTUAL w , 4. ROUTE ALL PIPING TIGHT AGAINST BOTTOM OF FROM LANDSCAPE/LAWN MAINTENANCE CREWS. FOOD SERVICE EQUIPMENT PURCHASED. 2. COORDINATE LOCATION AND TYPE OF WATER BAR JOISTS. x CONNECTIONS TO EQUIPMENT WITH ACTUAL FOOD 8. PRIOR TO START OF CONSTRUCTION OR 10. VALVES ARE NOT PERMITTED FOR GAS PIPING IN N �a SERVICE EQUIPMENT PURCHASED. REVIEW WITH 5. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS PURCHASING MATERIALS, CONTRACTOR SHALL CEILING CAVITIES. PROVIDE PROTECTIVE PIPE cn OWNER PRIOR TO START OF CONSTRUCTION. AND/OR FLOOR SINKS. CONFIRM EQUIPMENT INSTALLATION REQUIREMENTS SLEEVE AT WALL PENETRATION AND SEAL TO V AND MAKE NECESSARY ADJUSTMENTS PER THE PREVENT WATER ENTRY. Z o (� FLORIDA PLUMBING CODE. 00 11 . ROUTE INDIVIDUAL HOT WATER LINES IN W ,.c� PARALLEL FROM WATER HEATER TO EACH INDIVIDUAL Z U PLUMBING FIXTURE. a cn w ch iP : z cu EQUIPMENT w 8 wo LL! YARD cc SPECIFIC NOTES = WATER SYSTEMS Lm m cu n 4" ICE 1 1 WATER SERVICE CONTINUED ON CIVIL UTILITY PLAN. 0 �@ MAKER WH-2 GAS GAS GAS GAS--� G AS S r GAS C �-- GAS GAS GAS GAS GAS GAS GAS GAS 2 2" CW RISER WITH SHUT-OFF VALVE AND VALVE BOX -� O N _ BELOW GRADE. N C �-—-� 11.ff no 1.11 Du ------------------------- Ba D N N ----- -� - + -- -� 3/4" 1 " CW TO REVERSE OSMOSIS TANK AND 1 /2" CW TO L cn � 3/4" 1 WH-1 3 o 3 rn DATA RECEIVING 3/4'---q> -�+---_—+�+- 7 Ms-1 �, WATER FILTER AND 1 FILTERED WATER OUTLET FROM o m / — _ __ __ UTILITY AREA n WATER FILTER TO FOOD SERVICE EQUIPMENT (45). Z �' WH-3 SECURITY AREA NO. 3 � ROOM T� 10 + 1/2 3/4ri 1/2 WC-2 GAS ---� 8 9 > 15 , OO 4 PROVIDE FILTERED WATER CONNECTIONS TO OWNER Q w -2 ____9 ----------- 3 C WALK-I N /4 15 FURNISHED ICE MAKER {7 9). M "! I O 0 S-3 . FREEZERoil r � TMV 1 -- ' ,% , LAV- PROVIDE FILTERED WATER CONNECTIONS TO COFFEE uj M 3/4 1 2 MAKERS (10A), FLAVORED COFFEE DISPENSER (146) ;��' 1/2"��' 2►� i iFCw _____------- 3/4" -� 1-1/4" 10 TMV 1 _ L _ _ _ _ - __ _;—_ ___ AND BARISTA MACHINE (72). SHUT-OFF ------ 1-1/2" .--- r 1-1/2" i 1 VALVE FOR 2" PREP SUPPORT UNDERSLAB 1 2" r i 10+ L------- _---J 1/2" HW ME 1 / —� 2" IN PARALLEL 1 6 PROVIDE FILTERED WATER CONNECTIONS TO ICEE WC-i, r RESTROOM L-------�------� AREA � _ ____ _ F-------------, TMV-1 COOLER we-1 1-1/2" COOLER TMV-1 10 - o -� -- ----�-- NO, 1 _ --- 2"e ` 1 ' 1 DISPENSERS (24), MILK SHAKE BLENDER (83), 1-1/4" , L------------J NO. 2 - -- L� __ _� , R_1 BEVERAGE DISPENSERS (17A), ICE MAKER DISPENSER WC-1 ' ; 1/2" HW 13 = " 1/2" HW t ' (18A), AND ICE TEA DISPENSER (11 ). ' IN PARALLEL S-4n FCW IN PARALLEL ' ' 1-1/2 1 1 t 1/2" HW e UR-1 7 REFER TO GAS SERVICE DETAIL 8/P-5. 1 IN PARAL (28) 14 14 (69)LAV-1 FINIS PREP ' ' ' 1 8 MAIN GAS SERVICE. SIZE GAS LINE UP TO AND WOMEN I 1 1 1 'T�1=1 AREA �1 1/2" HW INCLUDING MULTISTAGE BUILDING REGULATOR FOR A 456 °� o 10 TMV-1 10 IN PARALLEL CFH DEMAND. LOCATE REGULATOR ON EXTERIOR WALL LAV_1 ' rr r a ' 1 LAV-1 AND ADJUST REGULATOR AS REQUIRED. Q 1 ' r ® ` 1 1-1/2" W � it _o Q 9 REFER TO CIVIL SITE PLAN FOR CONTINUATION AND SIZE _ 01 OF GAS SERVICE. Q m Q 1 ' SHUT-OFF i zW VESTIBULE 1 VALVE FOR , , 1 1 p PROVIDE THERMOSTATIC MIXING VALVE TMV-1 . REFER Lu z 10 NO. 2 RESTROOM 1 r� VESTIBULE TO THERMOSTATIC MIXING VALVE SCHEDULE FOR SIZING Q Q- 0 S-11 10 TMV-1 V-1 10 ' 1 NO. 1 SHEET P-1 AND 1 P-5 FOR DETAIL. uj z O p Q / �,— Q J � PROVIDE 1 /2" FILTERED WATER CONNECTION TO WATER W Q 1 1 5 (148 o --=� BOOSTER CARBONATOR (20). ~ H� - ' 5 72 HOSE 8166 IN i i t Q 10 TMV-1 12 3/4 COLD WATER AND 3/4 HOT WATER AND 3/4 GAS RECESSED BOX. THIS 3/4 1 '1 4 (79) � 1 ®' 2" S-3 LOCATION ONLY. ' , ;F 0 __ __ o TO WATER HEATER. (TYPICAL) MV-1 T -- RETAIL (18A)(17A) 6 , ' --- 13 3 4" COLD WATER DOWN TO WALL MOUNT SPRAYER (49)ARA / 3/4" - 1/2" COLD WATER AND HOT WATER DOWN TO (S-3). UTILITY o (18A)(17A) 6 ROUTE COLD AND HOT WATER LINES UNDER SLAB TO CHASE Y 5 10A) - TILtTY 1 o TMV-1 . N0. 2 �1 (11) 6 / ASE , S-5 �+ O NO. 1 71 (83) 6 " " 14 ROUTE 1/2 FILTER WATER DOWN AND ROUTE UNDER 1 1/2 3/4 / FCW SLAB AND CONNECT TO COFFEE MAKERS (1 OA)2 1 0 0 (24) 6 1 , o:p'f SMOOTHIE BLENDERS (28) AND UNDER COUNTER ICE SALES CHECK OUT AREA 1" FCW 1 FCW MAKER (69). 1 , " e C 1" 1 SCOTT E.ROSEH FL PE#51845 ` A 413 15 CONNECT ALL PARALLEL 1 /2 HOT WATER BRANCH MS-1 H 3 Ll" FCW PIPING TO 3/4" HOT WATER RISER AT WATER HEATER. PROJECT NO. MS-1 MINIMIZE HEIGHT OF 3/4 RISER. 14038 ISSUE DATE1wv ��v s r� a� y OCT 26, 2016 11 (20) If 2 REVISIONS : NOTE: ABOVE GRADE PIPING INSIDE THE BUILDING SHALL BE PEX PIPING, SIZED 2" MAIN AND CONFIGURED PER FPC 604. 10. WATER SERVICE NEW UNDERSLAB PIPING TO BE TYPE K Q COPPER. DRAWN BY: MJS N WATER ND GAS PLAN SCALE: 3/16" = 1 1-C" *0 70* P =3 10/21/2016 9:49:35 AM,Slimes&Rosch,LLC PERMIT DRAWING `/ rn JIL 3" VTR N Uwg 8 » W 3 Oz6r � Nw ` 2" ami y N l MS-1 / I 2 Lo 3" 2 FS / I Z V BEND I » 2 / 2 — 4) I 4 / :::.:.. ;� 45 FROM W VERTICAL W w CO » I » 2 o V 2 4 .- " I z �. I 4 �� 3" VTR N I 2 i �► aa M w 2cu 4 S_5 I 2 4 \� UN S-3 I / c FS I / Liiii. I Cc 2 I 2 — i m c a? 3 VTR 4 0 2 �' IJIL I » to , V 4 2 I I cu DF 3 ! I / � 3 c� N 3, � 1 / 2 2 M » � 4" `� 3 L. N 3 LAV-1 I / Icn 0 cy) I � LAV-1 / � / 2'000, 2—WAY I I » Z co >i COOG 2 / 3 I I / . CO �6 of 00000, it2 , �� �� ( M / 4» r 000" 2 4 UR-1 2 CD � CD I co c 2 2 I w � 3 UR-1 - 3 2 2 V2 » WC-1 4 4„ LAV-2 I I 4 WC-2I MS-1 r �, 2—WAYJIL i, 4 4BEND 2 2" 3 � COOG 45° FROM 4 I FN D VERTICAL FS 4" » 4" 2 3 —j » / � I 2 'f MS-1 FS 4 / 4 2" S—1 F �, 3to to m Q I 3 2—WAY Lu o 4" rSR2 SANITARY RISER `� w COOG » O I / �-4SCALE: NTS 4 J4LAV-13» / 2 w/ WJ LAV-1 poc) LAV-2 I zW I _ W F- aU . z - 2 m Q „ „ „ W F- 2 4 4 Z FS TO 3" VTR WC—1 Q 2" SR3 RISER ,J FD ` WC-1 2„ ri S-3 4" 4» 2—WAY WC- 1 COOG 3$$ VTRJII 4 3 to 3 VTR Il _ SR1% SANITARY RISER P-4 SCALE: NTSitI FND 2 » •. TO S-3 4 I , SR 1 RISER ru-4 S-4 2 ' - 3» Scor F.RC&H, L P #51845k k 2—WAY FS FOR SMOOTHIE4» COOG PROJECT NO. BLENDER (28) AND (S-4) S-3 4" 14038 ISSUE DATE JIL 3" VTR FS OCT 26 2016 I 4 REVISIONS FS 3" FS FOR SMOOTHIE 4» 2"I 4 4$ BLENDER (28) AND FROM GREASE FS ICE MAKER (69) TRAP FS FOR ICE 2—WAY MAKER AND 4:� COOG (S-2) DRAWN BY: MJS 4" TO GREASE KsR3 ANITARY RISER TRAPS _ �-4SCALE: NTS 0�% P=4 PERMIT DRAWING 10/21/2016 9:52:42 AM,Simes&Rosch,LLC 000, n N G 40N COLD WATER SUPPLY Uwc v O z � Nw _ TMV-P EXTERIOR VENT AND OUTSIDE ISOLATION AIR COMBUSTION AIR. MOUNT VALVE o ASSE 1070 MIXING VALVE. PROVIDE LANDSCAPE ; ' PROVIDE 1070 1017 1 " MIN. CLEARANCE CONCRETE DOUGHNUT 10 MINIMUM FROM OPERABLE WINDOWS, (TYP.) / DOORS AND AIR INTAKES DUAL LISTING WHERE BETWEEN PLUG AND FOR PROTECTION. . G - a T W SU __ H C SPECIFIED. COVER WH-1 }, FROM WATER HEATER M L V WH-2 Cl3 FOR ADA FIXTURES, ����..� .. � - o 1111=1111=11 _ 1111=1111=1111- 8c PROVIDE ADA PROTECTIVE _ � � w � -- COVER FOR MIXING VALVE TO ADDITIONAL -- WH-3 W o `� OR PROVIDE RECESSED - -— FIXTURES WHERE �.- WITH THREADED PLUG Z i sV ACCESS BOX INDICATED ON PLANS w Q M z PVG BOX 3/4" UNION (TYP.) PRIMARY Z w - :................. W a H c � � � " N Y - V) ow }-�— OPTIONAL PIPE COVER (TYP.) cu _ .� P 8c T RELIEF VALVE SIZED PER I I Lcacu BALL VALVE (TYP.) _ o MANUFACTURER (TYP.) , � �-� - - to DRAIN VALVE (TYP.) I `� LONG SWEEP 1/4 BEND FOR I N I GAS SERVICE LINE AND REGULATOR END OF LINE CLEANOUT, OR 3/4 PROVIDED BY CONTRACTOR. � � N HAND WASHING 2-WAY DWV FITTING FOR I U) o LAVATORY/SINK 2-WAY CLEANOUT. �, --' -- 0 GAS GAS SUPPLY Z ,c HOT WATER SUPPLY .� ti TO BUILDING - - - - COLD WATER SUPPLY ""i C ANTI SCALD DEVICE1'2 LEANOUT ON GRADE DETAIL COOG Q M N P 5 SCALE: NTS (TYPICAL) P 5 S ALE: NTS (GRASSY AREA) NOTES: 3/4" 3/4" co ui M � 1 . PROVIDE SUPPLEMENTAL STORAGE TANK WHEN RECOMMENDED BY MANUFACTURER. r 2. MAINTAIN MANUFACTURER'S RECOMMENDED CLEARANCES FROM COMBUSTIBLES. 3. FOR CAPACITY, REFER TO PLUMBING SCHEDULE. HEAVY-DUTY SCORIATED COVER 3 TANKLESS GAS WATER HEATER SCHEMATIC WITH "CO" CAST IN PLACE �-5SCALE: NTS BASIS OF DESIGN 18"x 18"x6" THICK CONCRETE PAD WH-3 WH-2 WH-1 CAST-IRON BODY CONCRETE OR PAVED PROTECT TRAP PRIMERS, 152 MBH 152 MBH 152 MBH Cl3 IF USED IN THIS LOCATION 5" - 10.5" W.C. 5" - 10.5" W.C. J WITH ADJUSTABLE TRAFFIC SURFACE 5 - 10.5 W.C. R HOUSING NATURAL GAS NATURAL GAS NATURAL GAS Q o • a a a SHUT-OFF VALVE 8 - 13.5 W.C. 8 - 13.5 W.C. 8 - 13.5 W.C. . n . ` ` PROPANE GAS P R 0 PANE GAS PROPANE GAS Q .� ` ' u ONE PIECE TRUEBRO :D w `` PROTECTIVE ENCLOSURE � D _ OR ADA PIPE WRAP ON Q � U ALL PIPING AND FITTINGS APPLIANCE APPLIANCE APPLIANCE C� w TRANSITION WHERE REGULATOR REGULATOR REGULATOR Z W m w REQUIRED TO PVC � � z � > m w � z z LONG SWEEP 1 4 BEND FOR 1 1 4" LINE 3/4" 3/4" 3/4" LINE AT Q / 5 TRAP PRIMER DETAIL / 152 CFH (TYP.0 END OF LINE CLEANOUT; OR AT 456 CFH ) _ Q Q w 2-WAY FITTING FOR 2-WAY P-5 SCALE: NTS .J CLEANOUT. MULTISTAGE PRESSURE 1 LINE @ - - - - -�-Y REGULATOR, ADJUSTABLE 304 CFH _—i'- OUTLET RANGE OF 15"-10" W.C. VENT VALVE 4 EXTERIOR CLEANOUT DETAIL CO SERVICE SHUTOFF - P-5 SCALE: NTS (TRAFFIC AREA) FLASING AND COUNTER-FLASHING ) � ' OF VENT THRU ROOF BY scdrr ��' ` GRADE ROOFING CONTRACTOR. FL PE#5'F�45 10 AWAY FROM FRESH AIR ��!/���!/,��!/���!/��!���/i�!/���%�/�� INTAKES, OPERABLE WINDOWS. SITE DISTRIBUTION CONTINUATION FOR LINE 1 1 /4" LINE PROJECT NO. STACK APPLICATION ROOF INSULATION AT 456 CFH 14038 ISSUE DATE : MINIMUM 6 OCT 26 ABOVE ROOF DECK, O 2016 ROOF DECK f OR AS ALLOWED BY LOCAL CODE. REVISIONS : COUNTERSUNK I i EXTEND TO HEIGHT OF PARAPET SCREW I I WHEN WITHIN 10' OF PARAPET. 8 GAS SERVICE & DISTRIBUTION RISER CLEANOUT TEEzu=I/ E P-5 SCALE: NTS it II POLISHED STAINLESS ��� ��► STEEL ACCESS COVER. SUPPORT PIPINGNOTES:AT FLAT ROOF SHOWN, DRAWN BY: FINISHED WALL ROOF PENETRATION PITCHED ROOF SIMILAR 1 . COMPLY WITH NEPA 54, FGC AND UTILITY REQUIREMENTS AS APPLICABLE. CLEANOUT PIPE MJS 2. APPLIANCE REGULATORS MAY BE PROVIDED IN THE APPLIANCE GAS TRAIN. s WALL CLEANOUT DETAIL (WCO VENT THRU ROOF DETAIL 3. GAS METER NOT SHOWN - PROVIDED BY UTILITY COMPANY. �_5 l. SCALE: NTS (TYP.) P 5 SCALE: NTS (TYP.) P=5 CI 10!21/2016 9:51:35 AM,Simes&Rosch,LLC PERMIT D RAWI N G t% UM N ch7 � cnNw Q.� 2 w C? 1 � ELECTRICAL LEGEND: PROJECT GENERAL NOTES: .7­4 .� Fl Q o � FLUORESCENT LIGHTING FIXTURE WITH JUNCTION BOX & FLEXIBLE LJ JUNCTION BOX, SIZE PER NEC. 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL PORTION OF THE PROJECT. 11. ALL ELLS TURNING UP OUT OF THE EARTH OR CONCRETE SLAB SHALL BE ASPHALTUM (f� METALLIC CONDUIT CONNECTION. THIS INCLUDES, BUT IS NOT LIMITED TO: TEMPORARY ELECTRIC SERVICE AND DISTRIBUTION OR PVC COATED RIGID GALVANIZED STEEL CONDUIT. HOWEVER, EXCLUDING PETROLEUM -F-+ FOR CONSTRUCTION PURPOSES; PERMANENT BUILDING SERVICE ENTRANCE EQUIPMENT AND CIRCUITS, IF THE CONDUIT PENETRATING THE SLAB IS LOCATED IN A FINISHED E WALL ORV FEEDER DISTRIBUTION; TRENCH EXCAVATION, PUMPING, BACKFILLING AND COMPACTION FOR ALL CABINET AND IS NOT SUBJECT TO DAMAGE, PVC CONDUIT MAY BE USED TO THE FIRST BOX Z THERMOSTAT. SEE REFRIGERATION DRAWINGS FOR Q _ T MOUNTING LOCATION AND QUANTITY. UNDERGROUND ELECTRICAL WORK; BUILDING INTERIOR PANELBOARDS AND RELATED FEEDER AND TO A MAXIMUM OF 18" ABOVE FINISHED FLOOR. PVC CONDUIT SHALL NOT BE USED �-� PENDANT MOUNTED LED LUMINAIRE. AND BRANCH CIRCUITS; ELECTRICAL DISCONNECTS, DEVICES, BOXES, SWITCHES, AND LIGHTING ELSEWHERE ABOVE GRADE UNLESS SPECIFICALLY AUTHORIZED BY THE GATE CONSTRUCTION W " FIXTURES; CONDUITS, OUTLETS, AND CABLING FOR TELEPHONE, AND COMPUTER SYSTEMS; AND MANAGER. EXCLUDING PETROLEUM CIRCUITS, PVC CONDUIT SHALL BE USED IN THE GROUND W :� • " COORDINATION WITH THE ELECTRIC UTILITY, OTHER CONTRACTORS, THE ARCHITECT AND OWNER. OR CONCRETE SLAB AND SHALL BE SCHEDULE 40. Z o DISCONNECT "30/2/30" "AMPS AMPS /POLES / U N FUSE SIZE ". A F SE SIZE OF "NF" INDICATES A 2. FOR THE PURPOSES OF THIS CONTRACT THE TERM "PROVIDE" SHL " L7 "' PENDANT MOUNTED LED LUMINAIRE - SAME AS ABOVE EXCEPT Q-' SHALL MEAN TO PROVIDE 12. BURIAL DEPTH OF ALL LOW VOLTAGE PVC CONDUITS � M _ ITS TO BE 24 MIN. BELOW FINISHED POWERED VIA CENTRAL EMERGENCY INVERTER SYSTEM. NON-FUSED DISCONNECT. PROVIDE NEMA 3R ALL LABOR, MATERIAL, EQUIPMENT, TRANSPORTATION, AND SUPERVISION REQUIRED TO FURNISH II Z ENCLOSURES FOR L OUTSIDE DISCONNECTS. AND INSTALL. GRADE. BURIAL DEPTH OF ALL UTILITY PRIMARY PVC CONDUITS TO BE 42 MIN. BELOW FINISHED GRADE WITH PULL WIREW o IN EACH CONDUIT (ALSO CONFORM TO UTILITY STANDARDS). 0 BURIAL DEPTH OF ALL TELEPHONE PVC CONDUITS TO BE 24" MIN. BELOW FINISHED GRADE. SURFACE MOUNTED LED DRUM LIGHT. 3. APPLY FOR, OBTAIN, AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION 0 INTERCOM OR CEILI G MOUNTED SPEAKER. CERTIFICATES, AND PAY FOR ALL FEES ASSOCIATED WITH ESTABLISHING ELECTRIC AND 13. SEE PANEL SCHEDULES AND POWER RISER DIAGRAM ON SHEETS E6 AND E7 FOR SIZE ccm TELEPHONE SERVICE. OF ALL CONDUCTORS AND CONDUIT. L a� ca ENCLOSED FLUORESCENT LIGHTING FIXTURE. DUCT MOUNTED 24 SMOKE DETECTOR, MOUNTED IN A/C 4. THE NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRIC SAFETY CODE, NECA o DUCT (PROVIDED B DIVISION 15). DUCT DETECTORS STANDARD OF INSTALLATION, AND FLORIDA BUILDING CODE (REVISION ADOPTED BY AHJ), 14. NO MORE THAN 3 PHASE CONDUCTORS (ON ALTERNATING PHASES) SHALL BE COMBINED Y SHA T IN ONE HOMERUN CONDUIT. ONLY COMBINE NEUTRAL WHERE SPECIFICALLY ALLOWED BY v RECESSED p ARE REQUIRED FOR AHU UNITS OVER 2000 CFM. LL ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL THE NEC. DO NOT COMBINE NEUTRAL FOR CIRCUITS WITH GFCI RECEPTACLES OR CIRCUIT ® E LED LIGHT FIXTURE. O DETECTOR SHALL S UT-DOWN AHU AND PROVIDE WORK SHALL ALSO COMPLY WITH OSHA, STATE, COUNTY, LOCAL OR MUNICIPAL CODE BREAKERS P AUDIBLE/VISUAL SIGNAL. REQUIREMENTS AND THE RULES OF THE LOCAL ELECTRIC UTILITY. IN CASE OF CONFLICTS, N CONFORM TO THE MORE STRINGENT REQUIREMENTS. WORK SHALL ALSO COMPLY WITH NEC E c� � RECESSED LED LIGHT FIXTURE - SAME AS ABOVE EXCEPT POWERED ARTICLES 500, HAZARDOUS (CLASSIFIED) LOCATIONS, ARTICLE 501, GLASS I LOCATIONS, AND 15. EXCEPT AS NOTED OTHERWISE, ALL ELECTRICAL DEVICE AND JUNCTION BOXES SHALL Q, N VIA CENTRAL EMERGENCY INVERTER SYSTEM. ARTICLE 514, MOTOR FUEL DISPENSING FACILITIES. IN CASES OF CONFLICTS BETWEEN THESE BE MADE OF GALVANIZED STEEL. BOXES FOR WEATHERPROOF AND WATERTIGHT APPLICATIONS L. � DESIGN DOCUMENTS AND REQUIREMENTS OF THE ABOVE CODES, CONTACT THE ENGINEER OR IN CONCRETE SHALL BE MADE OF CAST METAL. PROVIDE PULLBOXES AND HANDHOLES � � o AS NECESSARY FOR THE CIRCUITS SHOWN. TELEPHONE BACKBOARD BEFORE PROCEEDING. x SURFACE MOUNT LED APE" LIGHT WITH REMOTE MOUNTED WITH THE EXCEPTION OF DEVICES ABOVE COUNTERS MOUNT RECEPTACLES DATA Z `� SOILD-STATE DRIVER. 5. ALL MATERIALS USED IN THIS PROJECT ALL NEW AND UNDERWRITERS' PHONE 16. 16.AND T.V. OUTLETS 18" A.F.F. TO CENTER OF OUTLET)' UNLESS NOTED OTHERWISE. ' EQUIPMENT DESIGN OR. SEE EQUIPMENT SCHEDULE LABORATORIES (UL) LISTED AND LABELED, UNLESS OTHERWISE NOTED. ELECTRICAL ( �► XX SHEET IN ARCHITECTURAL DRAWINGS FOR MORE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE MOUNT SWITCHES AT NO MORE THAN 47 A.F.F. (TO TOP OF SWITCH HANDLE) UNLESS NOTED Q (� INFORMATION. DAY THE PROJECT IS ACCEPTED BY THE OWNER. OTHERWISE. IF THERE ARE OBSTRUCTIONS (I.E. A SERVICE COUNTER), MOUNT SWITCHES AT EXIT SIGN, DO NOT SWITCH - SHADING INDICATES FACE ORIENTATION. NO MORE THAN 44" A.F.F. (TO TOP OF SWITCH HANDLE). SEE SECTION 308 OF THE ADA ARROW INDICATE CHEVRONS. STANDARDS FOR ACCESSIBLE DESIGN FOR MORE INFORMATION. CONFORM TO ALL AMERICANS 6. SUBMIT SHOP DRAWINGS, CATALOG SHEETS, OR OTHER DESCRIPTIVE DATA WITH WITH DISABILITY ACT (ADA} REQUIREMENTS. W INTERCOM STATION ROVIDED BY OWNER. PROVIDE 4" X SUFFICIENT INFORMATION TO ESTABLISH DESIGN, QUALITY AND PERFORMANCE. SUBMIT DATA "m POLE-MOUNTED LIGHTING FIXTURE. 4JUNCTION BOX. FOR: DISCONNECTS FUSES WIRING DEVICES WIRE CONDUIT LIGHT E G T FIXTURES, PHONE/DATA CABLING, AND OUTLETS. PROVIDE SUBMITTALS AS A SINGLE PACKAGE. 17. PER SPECIFICATION 02300, BUILDING EARTH WORK, EACH CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTING THEIR OWN TRENCHES. TOGGLE SWITCH - SINGLE POLE, 120/277V CCTV CAMERA PROVIDED BY OWNER. PROVIDE JUNCTION 7 PROVIDE EQUIPMENT NAMEPLATES FOR ALL EQUIPMENT INCLUDING SERVICE EQUIPMENT 18. PENETRATE ANY FIRE RATED WALLS, CEILINGS, AND FLOORS WITH FIRE STOPPING QUIET TYPE 20 AMP, BOX AND CONDUIT S DESCRIBED ON POWER PLAN, AND DISCONNECTS. NAMEPLATES SHALL BE ENGRAVED THREE-LAYER LAMINATED PLASTIC, LEVITON N0. 1221-21 WITH N0. 86001 COVER PLATE, 4fi" SHEET E4. MATERIALS IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. PENETRATIONS OF MOUNTING HEIGHT U.N.O. WHITE LETTERS ON BLACK BACKGROUND. USE 1/8 INCH LETTERS FOR IDENTIFYING ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED INDIVIDUAL EQUIPMENT AND LOADS AND 1/4 INCH LETTERS FOR GROUPED EQUIPMENT AND ASSEMBLY'S UL LISTING, AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. SEE LOADS. FOR DEDICATED CIRCUIT POWER OUTLETS, PROVIDE EMBOSSED ADHESIVE TAPE, WITH m INFRARED SENSOR WALL SWITCH. WATTSTOPPER CAT. NO. WA-200. © SPECIFIC KEYED NO E. 1/8 INCH BLACK LETTERS ON CLEAR BACKGROUND. LABEL DEDICATED OUTLETS WITH NAME ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANY FIRE WALLS, CEILINGS, AND FLOORS. 46" MOUNTING HEIGHT U.N.O. OF LOAD, PANEL AND CIRCUIT NUMBER. PROVIDE ARC FLASH AND SHOCK HAZARD LABELS PER NEC ARTICLE 110. 19. UNLESS NOTED OTHERWISE, ALL MOTORS, INTEGRAL STARTERS, CONTROL AND MONITORING DEVICES (INCLUDING WIRE AND CONDUIT FOR CONTROL CIRCUITS), TIMERS, ® CEILING MOUNTED LOW VOLTAGE LIGHTING OCCUPANCY SENSOR. EPR ERP SOLENOID VALVE. PROVIDE 120V CIRCUIT. 8. USE ONLY COPPER BUILDING WIRE WITH TYPE THWN/THHN (DUAL RATED) OR XHHW RELAYS, PILOT DEVICES AND OTHER REQUIRED CONTROL COMPONENTS FOR MECHANICAL W WATTSTOPPER CAT. NO. DT 300. SYSTEMS WILL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. F INSULATION (GROUND WIRES MAY BE TYPE TW FOR CIRCUITS RATED 100A OR LESS OR TYPE O THW FOR CIRCUITS OVER 100A). WIRE SHALL BE SIZED AND COLOR CODED PER THE NEC. 20. UNLESS NOTED OTHERWISE, MAKE POWER WIRING CONNECTIONS TO ALL WATER HEATERS, DUPLEX RECEPTACLE - 20A, 120V, 3 WIRE GROUNDING, LEVITON NO. USE #12 AWG WIRE MINIMUM FOR POWER AND LIGHTING CIRCUITS. PUMPS MACHINERY APPLIANCES, WATER COOLERS, HVAC EQUIPMENT AND OTHER Z Q p 5352-1 WITH NO. 86003 COVER PLATE, 18" MOUNTING HEIGHT, ABBREVIATIONS: ELECTRICALLY-OPERATED EQUIPMENT AS INDICATED OR AS REQUIRED. FURNISH AND INSTALL J Q D U.N.O. 9. ALL CIRCUITS SHALL BE RUN IN CONDUIT AND SHALL CONTAIN SEPARATE GROUNDING DISCONNECT SWITCHES, STARTERS AND PROTECTIVE DEVICES AS INDICATED ON THE DRAWINGS, Q 0 CONDUCTOR SIZED PER NEC TABLE 250.122. PROVIDE CONDUIT SEALS ON ALL REQUIRED EXCEPT FOR ITEMS FURNISHED WITH INTEGRAL DISCONNECT SWITCHES AND/OR STARTERS (SEE >AFF ABOVE FINISHED FLOOR -j � 1.1- CONDUIT RUNS PER NEC ARTICLES 501 AND 514. WITH THE EXCEPTION OF CONDUIT IN AIR MECHANICAL AND PLUMBING SCHEDULES W J w DUPLEX RECEPTACLE - SAME AS ABOVE EXCEPT MOUNTED ABOVE ). IMPORTANT NOTE: CONFIRM ELECTRICAL COUNTER, MOUNT 6" ABOVE COUNTER U.N.O. AHJ AUTHORITY HAVING JURISDICTION PLENUMS, FINAL CONNECTIONS (LESS THAN 6 FEET) TO ALL MOTORS AND OTHER VIBRATING REQUIREMENTS (INCLUDING SIGNAL AND CONTROL WIRING) FOR FUEL DISPENSING SYSTEM W _J _ EQUIPMENT SHALL BE MADE WITH LIQUID-TIGHT FLEXIBLE METAL CONDUIT (WITH GROUNDING WITH SYSTEM VENDOR. FUEL DISPENSING DRAWINGS WILL BE FURNISHED FOR THE Z O m Q AHU AIR HANDLING UNIT CONDUCTOR). FLEXIBLE METAL CONDUIT SHALL ONLY BE USED FOR FINAL CONNECTION ELECTRICAL CONTRACTOR'S USE. THESE FUEL DISPENSING DRAWINGS TAKE PRECEDENCE DOUBLE DUPLEX RECEPTACLES - 20A, 120V, 3 WIRE GROUNDING, (LESS THAN 6 FEET) TO DROP-IN LIGHT FIXTURES. NONMETALLIC FLEX CONDUIT OR TUBING OVER THESE ELECTRICAL DRAWINGS. W LEVITON NO. 5352-GI WITH NO. 86016 COVER PLATE, 42" MOUNTING BFG BEFORE FINISHED GRADE SHALL NOT BE USED. MINIMUM SIZE FOR CONDUIT SHALL BE 1/2". UNLESS NOTED (9 L Z U HEIGHT, U.N.O. OTHERWISE, ALL CONDUIT SHALL BE CONCEALED. INSTALL ABOVEGROUND CONDUIT PARALLEL 21. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. REVIEW ARCHITECTURAL CIVIL CFM CUBIC FEET PER MINUTE OR PERPENDICULAR TO BUILDING LINES. PROVIDE PULLWIRE FOR ALL EMPTY CONDUITS. MECHANICAL, AND PLUMBING DRAWINGS AND COORDINATE WITH OTHER CONTRACTORS TO ' H 0 W :5 Z I- Q ® GROUNDING TYPE, HUBBELLELL N0. 53521. STEEL BOX HUBBELL 10. ALL INDOOR CONFIRM EXACT LOCATION FOR LIGHTING FIXTURES, ELECTRICAL DEVICES, WIRING AND Q FLOOR OUTLET - 20A, DUPLEX RECEPTACLE, 3 WIRE CRI COLOR RENDERING INDEX CIRCUITS SHALL BE RUN IN EMT CONDUIT UNLESS NOTED OTHERWISE OR EQUIPMENT AND AVOID INTERFERENCES BETWEEN RACEWAYS, DUCTS, PIPING, AND STRUCTURAL Q (- AS SPECIFICALLY AUTHORIZED BY THE GATE CONSTRUCTION MANAGER. MAXIMUM SIZE SHALL MEMBERS. RELOCATE EQUIPMENT AS NECESSARY TO MAINTAIN NEC WORKING AND DEDICATED Z 62429 WITH BRASS DUPLEX FLAPS S3825 WITH TILE FLANGE. CU CONDENSING UNIT BE 2 INCHES. EMT CONDUIT SHALL NOT BE USED BELOW GRADE, OUTSIDE, IN CONCRETE, SPACE REQUIREMENTS. W EPA EFFECTIVE PROJECTED APERTURE OR FOR EXPOSED WORK IN AREAS WITHIN 8 FEET OF FLOOR. PROVIDE COMPRESSION TYPE 0 FITTINGS. PETROLEUM CIRCUITS (POWER, INSTRUMENTATION, SIGNALING, AND CONTROL) SHALL 22• NOTE THAT THE AREA ABOVE THE FINISH/PREP AREA IS CONSIDERED AN AIR PLENUM. W 3 WIRE GROUNDING. LEVITON N0. 6899-1 WITH N0. 804011-1 DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20120V, EPR EVAPORATOR PRESSUREREGULATOR BE ROUTED IN GALVANIZED RIGID STEEL CONDUIT. ALL CABLING IN THIS AREA SHALL BE PLENUM RATED OR IN CONDUIT. SEE MECHANICAL � DRAWINGS FOR MORE INFORMATION. � COVER PLATE, 18" MOUNTING HEIGHT, U.N.O. COORDINATE WITH EWC ELECTRIC WATER COOL-R - EQUIPMENT INSTALLED FOR MOUNTING HEIGHT. 23. JUNCTION BOXES, CONDUITS, DEVICES, AND CABLING SHALL NOT BE MOUNTED DIRECTLY FBC FLORIDA BUILDING CODE TO UNDERSIDE OF ROOF STRUCTURE PER NEC ARTICLE 300.4(E). PROVIDE UNISTRUT SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVER PLATE. GC GENERAL CONTRACTOR CHANNEL AS NECESSARY TO OFFSET A MINIMUM OF 1 1/2" FROM THE UNDERSIDE OF THE _ - MATCH EQUIPMENT PROVIDED BY OTHERS. COORDINATE NEMA SIZE DECK SURFACE. ry AND TYPE WITH EQUIPMENT SUPPLIER PRIOR TO ANY WORK. GFI GROUND FAULT CIRCUI INTERRUPT 24. THE ABOVE NOTES APPLY TO ALL ELECTRICAL DRAWINGS. IG ISOLATED GROUND TELEPHONE OUTLET - 4 SQUARE JUNCTION BOX WITH 1-GANG NIC NOT IN CONTRACT � . 0, S EXTENSION RING, BLANK COVER PLATE - 18" MOUNTING HEIGHT, 2 U.N.O. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. U.N.O. NL NIGHTLIGHT PER RISER ON SHEET E8. ./t RSC RIGID STEEL CONDUIT GALVANIZED) A0,00D, DATA OUTLET - 4" SQUARE JUNCTION BOX WITH 1-GANG EXTENSION SWN SWITCHED NEUTRAL 17 RING, BLANK COVER PLATE - 18" MOUNTING HEIGHT, U.N.O. PROVIDE .y ; 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. U.N.O. PER RISER ON TYP TYPICAL SHEET E8. PROVIDE WEATHER PROOF OUTLET IF LOCATED OUTSIDE. UNO UNLESS NOTED OTHERWISE PROJECT NO. STANDARD TELECOMMUNICATIONS OUTLET (BOTH DATA AND PHONE) - UP UNDERGROUND PRIMARY 14038ISSUE DATE 4" SQUARE JUNCTION BOX WITH 1-GANG EXTENSION RING, BLANK US UNDERGROUND SECONDARY OCT 26 201 6 COVER PLATE - 18" MOUNTING HEIGHT, U.N.O. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE. U.N.O. PER RISER ONREVISIONS : SHEET E8. VFC VARIABLE SPEED FLOW CONTROLLER WP DENOTES WEATHERPROOF WHILE-IN-USE - MOUNT RECEPTACLE VERTICALL AND PROVIDE TAYMAC 71202 COVERPLATE. FOR SWITCHES, PROVIDE TAYMAC 40110 COVERPLATE. DRAWN BY: JLS 104IS" 10o *0)o. Emli 10/24/2016 9:28:31 AM,Simes&Rosch,LLC PERMIT DRAWING M W W V V V V V V —V v v V V Y V V V Y V V V V V V V W V V V V V jl W o M o G �---- 7 z o 3 •r-1 N 1 7 0 ° 7 —au--au —ou au--au-- oiu--au--au-- au 2 aw . — au--ou—— ate-- t� ♦� C7 ou--au au ou au ou—au---au- --- - --- ° ° --- -- to 00 15 -- I P 1 W 4 6 5 1 1 I V N I ! F--- N ! Opp NO I "` �� Q M 1 % W�� I o LL --- cc N ca 1 ! «3 P cc cc B N M CD ti Ap� P-t 9 21 P-23,25 N AREA L75. � P-1,3,5,7,9,11.15,�u�ciL�cr-rr� a�a Lis.jil /,' 13 � � N 1 PIP,P (VIA LTG. CONTROLLER) PPPP 1 CD 1 , 111, O Cc LL- ! �--- ----- .---1 — 1 2 1(1 1'( 22 9 � 3-PVC _` � I r-- -----I I 1 -�---- i` ! I IP—17 r-- ---------------- ==-�i�-=---------------� > m -- ---—! r L-- ----- M jC OP'Y A A ' ' A 'A ' A N P-27,29 r p 10 I I�� I kG —��_ !'J 0 /— —• C —" ® 1 STORY S7UCW AND MOOD FTiRA1E MONUMENT SIGN E L_ _ 3 s ' I •' 4w + �-aaa M O 3o/2/NF 1 �``_ A AE A A A �rll_ A A AE A A A AE ---- ~ uj (VIA LTG. CONTROLLER) � I 55 T 11 1 � P-45 COMBO �e ! `\a COVED CONC i WP GENERAL NOTES: °. ' " ' " ° 1. ALL WORK ASSOCIATED WITH ELECTRIC SERVICE SHALL BE DONE IN ACCORDANCE WITH THE JEA RULES _ ---- ow , e• - i�_�== - AND REGULATIONS FOR ELECTRIC SERVICE, LATEST EDITION. LOCATION AND CONFIGURATION OF ELECTRICAL —�—aU au--F--PLL aY ad .aw' Olal Ic--au--�alU— "••w:----GNU--'eau F DIU au Wl--Ou alU aU a a4 _________=�' -- ---�-_- - s� -� - SERVICE ARE TENTATIVE. CONTRACTOR SHALL CONTACT UTILITY COMPANY ENGINEER FOR SERVICE REQUIREMENTS PRIOR TO BID. IF REQUIREMENTS ARE DIFFERENT THAN WHAT IS SHOWN ON DRAWINGS, Z CONTACT MR. COSTA THEODORIDIS, JEA, (904-665-6734), BEFORE PURCHASING ANY MATERIALS AND TO COORDINATE ALL WORK. m 0 2. ROUTING OF UNDERGROUND CONDUITS SHOWN IS INTENDED TO BE DIAGRAMMATIC. HAND DIG AND ROUTE Q p CONDUIT AS NECESSARY TO AVOID STRUCTURES, TREES, UNDERGROUND UTILITIES, ETC. PROVIDE PULLBOXES ui L[ AS NECESSARY AND/OR REQUIRED TO AID IN PULLING CONDUCTORS. Q 0 uj u- 3. ELECTRICAL SITE PLAN IS FOR ORIENTATION PURPOSES ONLY. SEE CIVIL SITE PLAN FOR LOCATION OF LLJ L p = STRUCTURES, CURBING, PAVED AREA, EXISTING UTILITIES, ETC. LOCATIONS SHOWN FOR EXTERIOR ELECTRICAL O 0 U EQUIPMENT IS ONLY APPROXIMATE. CONFIRM EXACT LOCATION PER ARCHITECTURAL AND CIVIL PLANS. pp Q Lu 4RETURN SURROUNDING AREA INCLUDING GRASS CURBS AND PAVEMENT TO fLLJ— U co 4. AFTER CONSTRUCTION, , ORIGINAL CONDITIONS. CL Z U �„_ Lu Z I W 5. IMPORTANT NOTE. THIS GATE STORE WILL UTILIZE VARIABLE SPEED FLOW CONTROLLERS (VFC S) TO lF- Q N CONTROL THE FLOW OF FUEL. (CONFIRM REQUIREMENTS. NOTE THAT DIESEL SYSTEMS MAY NOT HAVE VFC.) Q PROVIDE ALL CONDUITS AND CABLING REQUIRED BETWEEN PUMPS AND VFC'S (LOCATED BY MAIN PANEL) FOR ELECTRICAL SITE PLAN W . - PUMP CONTROL, SENSING LINE PRESSURE, ETC. ALSO, PROVIDE ALL CONDUIT AND CABLING REQUIRED .J SCALE. 1,f-30-0 BETWEEN THE VFC'S AND THE DISPENSERS FOR HOOK SIGNAL, ETC. SEE VARIABLE SPEED FLOW CONTROLLER W INSTALLATION GUIDE, LATEST REVISION, FROM MANUFACTURER FOR MORE INFORMATION. 6. PROVIDE LOW VOLTAGE SURGE SUPPRESSION AT BOTH ENDS FOR ALL LOW VOLTAGE COMMUNICATIONS, DATA, CONTROL AND SIGNAL CIRCUITS THAT LEAVE THE BUILDING. 7. PROVIDE MAGNETIC LOCATOR STRIP FOR ALL BURIED EXTERIOR CONDUITS. _ '•iii . rF r. SPECIFIC NOTES: v 051DAM . �1 EXISTING JEA (UTILITY) POWER POLE AND PRIMARY SERVICE RISER TO REMAIN. LOCATION SHOWN IS PROVIDE (2) 4" SCH. 40 PVC CONDUIT SLEEVES 24" BELOW FINISHED GRADE. EXTEND 3' BEYOND CURB, CAP, 13 INSTALL NEW OWNER FURNISHED 20' HIGH POLE AND LED LIGHT FIXTURE, AND PROVIDE WIRE AND CONDUIT BACKVM #'fit APPROXIMATE. CONFIRM EXACT LOCATION AND CONFIGURATION WITH UTILITY. AND LABEL. DENOTE LOCATION ON AS-BUILTS RETURNED TO OWNER. TO PANEL AS SHOWN. PROVIDE 10' X 1/2- ROUND GROUND ROD AND CONCRETE FOUNDATION AT POLE "' e O2 EXISTING 208Y 120V, THREE PHASE, FOUR WIRE, DELTA:wYE, PAD-MOUNTED TRANSFORMER TO REMAIN. SIGN CONNECTION. CONFIRM LOCATION. PROVIDE DISCONNECT AS REQUIRED. ALSO PROVIDE WEATHERPROOF LOCATIONS. PROVIDE FOR 140 MPH CONTINUOUS WIND DESIGN. POLE SHALL BE PLACED 4' OFF CURB.PROVIDE (2) 20 AMP FUSES AT EACH POLE LOCATION (TYP.). PROJECT NO. DATA OUTLET AND 1 CONFIRM HOMERUN LOCATION).�CONDUIT WITH PULLWIRE TO COUNT AREA . S 14038 ��F �,� 3 COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE CONCRETE BOLLARDS FOR TRANSFORMER PER UTILITY 14 PROVIDE 2" CONDUIT AND PULLWIRE FROM PHONEBOARD TO DUMPSTER ENCLOSURE FOR SATELLITE EQUIPMENT. fCa' STANDARDS AND DETAIL ? ON SHEET E9 (TYP). �'J LED CANOPY LIGHT FIXTURE FURNISHED BY OWNER, INSTALLED BY CANOPY CONTRACTOR, AND WIRED BY O CONFIRM STUB-UP LOCATION WITH EQUIPMENT PROVIDER AND OWNER. ��0 SUE DATE CT 262016 �/ ELECTRICAL CONTRACTOR. ROUTE THRU LIGHTING RELAYS IN INTEGRATED POWER CENTER. , ® PROVIDE UNDERGROUND SECONDARY TO SERVICE EQUIPMENT PER POWER RISER DIAGRAM ON SHEET E8. 15 CCN CAMERA MOUNTED TO LIGHT POLE BY OTHERS. PROVIDE 1" CONDUIT WITH PULLWIRE FROM POLE BASE TO REVISIONS : 10 PROVIDE 2-#8 AWG CONDUCTORS AND #8 GROUND INA 3/4 CONDUIT TO INVERTER UNIT (CKT #2). �O INSTALL OWNER FURNISHED SERVICE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E8 FOR MORE MAIN PHONEBOARD INSIDE STORE. CONFIRM CAMERA LOCATIONS AND REQUIREMENTS WITH OWNER AND CAMERA 1 03-10-17 INFORMATION. 11 PROVIDE (2) 3" SCH 40 PVC CONDUITS FROM PROPERTY LINE TO PHONEBOARD FOR TELECOM. CONFIRM EXACT PROVIDER (TYP.). LOCATION AND ROUTING. "�QI © METER SOCKET SHALL BE INSTALLED ON WALL OF BUILDING NEXT TO SERVICE EQUIPMENT DESCRIBED ABOVE. O� CT'S WILL BE INSTALLED BY JEA. PROVIDE 1" CONDUIT AND PULLWIRE FROM METER SOCKET TO PHONEBOARD IN Q GLASS-BREAK OUTDOOR EMERGENCY FUEL SHUT-OFF TOGGLE SWITCH IN RED ENCLOSURE (CONFIRM LOCATION). STORE. SWITCH SHALL DISCONNECT POWER TO ALL DISPENSING EQUIPMENT, REMOTE PUMPS SERVING THE DISPENSING /y EQUIPMENT, AND ALL ASSOCIATED POWER, CONTROL AND SIGNAL CIRCUITS. MOUNT SWITCH AS REQUIRED BY yO AHJ. NOTE THAT ALL FUEL SHUT-OFF SWITCHES ON SITE SHALL BE INTERCONNECTED (TYP.). DRAWN BY: JLS Em2 PERMIT DRAWING we c N C� z � Nw ;z4 W M M C � W G3 N G-1,3,5 •r-, o G v ce„a, TO G--7,9,11 (n CONTROL G-13,15,17 '°` LD PANEL G-19,21,23 V Z TO UTILITY ROOM, TANK TO UTILITY ROOM, TANK TO UTILITY ROOM, TANK TO UTILITY ROOM, TANK MONITOR, AND VFC'S i I MONITOR, AND VFC'S MONITOR, AND VFC'S MONITOR, AND VFC'S iJc 5 5 5 5 Z V M 1 c I li i t LI I I 1 1 1 ! I l r l I f l l I I "ii W 0 8 �I � li � i� Q��?- i i I i i 1 f i i f f i ► f f � I � I li L� - ----------Uj I I j j I I j j I 1 1 1 1 I I L W - I II I �41 —=_� Q� I I I G-2 I I G-8 G— 4 1 r G-20 G-26 r f G-32 t G-38 GAS CANOPY NOTE .t I o I 1. ALL RACEWAYS AT CANOPY DECK TO BE PVC WITH 90 DEGREE ELSEXCEPTL—— --__ - I -c, ! 3 I I 1 1 I l O J t 11 O J t 1 1 I l O I WHERE NOTED. ALL JUNCTION BOXES, CONNECTORS, COUPLINGS AND FITTINGS TO 4 _�� , t � � t � , BE RAIN-TIGHT. RACEWAYS SHALL COMPLY WITH THE LATEST EDITION OF N.E.C. o C" cD `_-`I ---- I ___!i ♦`___ ___moi �`•___ ___moi �`___ ♦`___ I MINIMUM CONDUIT SIZE 1/2 ABOVE DECK. HOMERUNS SHALL BE 1 CONDUIT TO N ti PANELBOARD. ALSO PROVIDE TWO SPARE 1" CONDUITS TO PANELBOARD, CAP AND L °}' N ( i _ �-, I J I LABEL FOR FUTURE USE. MINIMUM SIZE OF JUNCTION BOXES IS 4" X 4" X 2". co -'- �I I NOTE THAT NO CONDUITS SHALL BE ATTACHED DIRECTLY TO CANOPY DECK. Q � or) i l 2. PROVIDE EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS. BOND cin EQUIPMENT GROUNDING CONDUCTOR TO EACH LIGHTING FIXTURE/SIGN FRAME. rn 1 rn 3. ALL WIRING SHALL BE MINIMUM #12 AWG STRANDED COPPER, THW, THWN, OR i THHN AS REQUIRED. M C`! I on v- CD i o 4. REFER TO SIGN AND CANOPY REFERENCE DRAWINGS FOR INSTALLATION DETAILS. c?) m I r- F- i 5. PROVIDE EXPLOSION PROOF FITTINGS IN CONDUIT PER NEC. ui i o � N CANOPY PLAN - POWER/SYSTEMS SCALE: I"= 0'-0" SPECIFIC NOTES: z C� INTERCOM SPEAKER MOUNTED IN DISPENSER. PROVIDE CONDUIT SEALS AT ISLAND AND BUILDING (TYP. OF 7) a Q 0 CONNECTION TO DISPENSER EQUIPMENT. PROVIDE CONDUIT SEALS AT W Q O DISPENSER AND PANEL PER NEC. ELECTRICAL CONTRACTOR TO PROVIDE W u- COMPLETE RACEWAY FROM TOP OF DISPENSER ALL THE WAY BACK TO PANEL 'G' (TYP. OF 10). J D _ J� rym° a 3 FUEL PUMP CONNECTION. PROVIDE CONDUIT SEALS AT PUMP AND PANEL PER � U W NEC. VERIFY EXACT LOCATION OF TANKS AND REQUIREMENTS (TYP. OF 4). W pp ® o FUEL TANK PROBE. PROVIDE CONDUIT SEAL AT TANK AND AT TANK MONITOR Z I PANEL PER NEC W :5 Z (TYP. OF 4). 5 COORDINATE WITH FUEL SYSTEM PROVIDER TO CONFIRM SYSTEM CONFIGURATION V Q AND QUANTITY OF CONDUITS AND WIRES. REFER TO FUEL DISPENSING W DRAWINGS FOR INSTALLATION DETAILS AND ADDITIONAL REQUIREMENTS WHICH TAKE PRECEDENCE OVER THESE DRAWINGS. PROVIDE CONDUIT SEALS AT PUMP, W TO PHONEBOARD TO PHONEBOARD TO PHONEBOARD TO PHONEBOARD AT TANK MONITOR PANEL, AT VFC'S AND AT TELEPHONE BOARD AND ELSEWHERE AS REQUIRED BY NEC. PROVIDE A SPARE 1" CONDUIT (FOUR (4) TOTAL) WITH PULLWIRE FROM DISPENSERS AND FUEL TANK ISLAND TO INTEGRATED POWER ------ DISTRIBUTION AND CONTROL SYSTEM. STUB UP CONDUIT 6" AT DISPENSERS AND FUEL TANK ISLAND (AND PROVIDE CONDUIT SEALS). CAP AT BOTH ENDS 1" RSC1" RSC AND LABEL AS SPARE (TYP.). i 1 1 I 1 1 1 1 F0=30,00 o�. ,00 oo,4w 4w .00 .00 qi►a Y..s f c I I------------------------- -------------------------------------------------------I DAVE �r a� t PROJECT NO. i 14038 i i ISSUE DATE : i OCT 26, 2016 i REVISIONS : i i N CANOPY PLAN - COMMUNICATIONS_ SCALE: I"= 0'-0" DRAWN BY: J LS �I - C4$" Em3 PERMIT DRAWING N C N W F o EQUIPMENT YARD 4 L CJ (VIA (VW LIG NG W '~ CONTROL. R) Q �w c i 9 N Ni --- N � x � o o � ` ELECTRIC L PANELS ——C L—J `-- --------------------- ECURITY P-18 �Jt ----- - - -- -- - - Q� (INV. CKT #1) — a � 82EWIRING TO UTILITY AREA N0. 1 ° ' W EMERGENCY RECEIVING AREA W w '� FIXTURES IN E E E Z L n SALES AREA. V N 7 E E 7 Q M WIRING TO co ------- EMERGENCY WA -IN j A E ° E •L ---FIXTURES IN --------------------- FUEL CANOPY. �I _ FRE > C EF�2 P-16 v L_� P O T AREA I E L j L I ! I I I E- ______- W > � E E -------- I ! E I ! I_------------J j�ilillillC I IB BE 8 C L------------- L-� �� I p �B 6 ca------- ----- P-10 - ----------I N N ; ; ° COOLER NO 1. ; ; N o � I_-------- ---CbOLER N0.2 ,� �_ __________� N E �, E MEN 0 rn cn LL mi4/1 4/1 M (INV. KT1) c CE FINISH PREP AREA 8 c Q i � � N AA AA Ct B WO*N � L LIE I I I I I I � , - � C> NL NL � ui M -aTYPE 'K, �'-�-_ TYPE 'K' El 1-- G o I VEST NQ.Z P-22 P_8 TT6 T6P-6 P-2 EST NO. 1 TIp B Mt 4/1 4/1 T TH 4/1 141E 4/1 AA AA J20 L L L L L L T � G T ❑ 000TH - TH AA AA 1 , -TH 3 TH B _ TH LE L L L L L L E '�� NL 4 NL ' ° m 0 TH ' TH ❑ Z Q o TH TH / AA AA Q w w UTILITY <; ., TH T .� H H H ❑ •� T TH ti `J W J u- UTILITY CHASE ��_, H C� Q O U TH L LE G LE L BE B Z Cl �/ m Q uj I— _U E T NL NL ❑ T UTILITY P Lu h-- U Ll H H CHASE _ 0 o NO. 1W g z H + ❑ J Q Q f— ❑ H B J2® G ®J2 B AA AA E 2 GP-39 B G 2 G BUILDI IGN G G G -_ G 10 (VIA LIG G G J�F ``- CONTROLLE 2 r- " 30/2/NF P-37 P-41 Z BUILDING SIGN BUILDING SIGN ' (VIA LIGHTING (VW LIGHTING P Z CONTROLLER) CONTROLLER) Z TO DIMMER SWITCH Z Z DD DD DD D Z EE ZZ Z EE ; EE EE EE EE T OAA 5 PROJECT NO. GENERAL NOTES. SPECIFIC NOTES. 14038 ISSUE DATE : 1. SOME JUNCTION BOXES AND FLEX CONDUIT NOT SHOWN FOR CLARITY. PROVIDE 8. COORDINATE LOCATION OF LIGHT FIXTURES WITH OTHER TRADES PRIOR TO O CONFIRM MOUNTING HEIGHT AND CONFIGURATION FOR TYPE 'K' LED DISPLAY O COORDINATE WITH MECHANICAL CONTRACTOR TO AVOID CONFLICT BETWEEN TYPE 'C' OCT 261 2016 JUNCTION BOXES AND FLEX CONDUIT AT FIXTURES WHERE APPROPRIATE. INSTALLATION. LIGHTING. MOUNT LOW-VOLTAGE DRIVERS/POWER SUPPLIES IN AN ACCESSIBLE LIGHT FIXTURE AND DIFFUSER (TYP.). REVISIONS : 2. SWITCHES WHICH ARE BACK-TO-BACK ON COMMON WALLS SHALL BE OFFSET 6" 9. LOCATION SHOWN FOR VACANCY SENSORS IS DIAGRAMMATIC. CONFIRM NUMBER OF LOCATION (TYP.). MINIMUM TO AVOID SOUND TRANSMISSION. SENSORS AND SYSTEM LAYO T WITH OCCUPANCY SENSOR VENDOR. � NOTE THAT ALL TYPE 'LE' FIXTURES ARE ON INVERTER. PROVIDE 2-#12 AWG O PROVIDE ACCESSIBLE DISCONNECT AND JUNCTION BOX FOR WALL-MOUNT SIGN CONDUCTORS AND #12 GROUND IN A 1/2 CONDUIT TO EMERGENCY INVERTER 3. WIRE EMERGENCY LIGHT FIXTURES AND EXIT SIGNS AHEAD OF ALL SWITCHING ON 10. IMPORTANT NOTE: FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE AS REQUIRED (CONFIRM EXACT LOCATION) (TYP.). UNIT (CKT #11) (TYP.). SAME CIRCUIT AS LIGHTING FOR AREA SERVED. TO MEET 2014 FLORIDA BUILDING CODE REQUIREMENTS FOR WATTS PER SQUARE FOOT. , , MOUNT TYPE L AND LE FIXTURES AT 12 ABOVE FINISHED FLOOR (TYP.). O INSTALL OWNER FURNISHED S.OKVA, 120V, INVERTER UNIT TO PROVIDE EMERGENCY TASK LIGHTING MAY BE REQUIRED TO MEET MINIMUM RECOMMENDED ILLUMINATION LEVELS O 4. ALL LIGHT FIXTURE BALLASTS SHALL HAVE AN "A" SOUND RATING. PER IES STANDARDS. CAPABILITIES FOR TYPE 'CE, 'LE', & '4/1 E' FIXTURES IN SALES AREA AS WELL AS ❑ MOUNT TYPE 'H' FIXTURES TO VERTICAL SOFFIT FACE ABOVE SALES COUNTER. TYPE 'AE' FIXTURES IN FUEL CANOPY. UNIT SHALL CONTAIN 80A, 120V INPUT 5. SUPPORT FIXTURES (2 X 4 FOOT AND SMALLER) TO BE RECESSED IN REMOVABLE 11. REFER TO SHEET E8 FOR FIXTURE AND LAMP SCHEDULE. CONFIRM EXACT LOCATION AND ORIENTATION WITH ARCHITECT (TYP.). BREAKER WITH (2) 20A AND ONE (1) 40A, 120V OUTPUT BREAKERS. CONFIRM TILE CEILINGS (LAY-IN TYPE) FROM THE T-BAR TILE SUPPORT AND CONNECT TO REMOTESIZE OF INPUT CIRCUIT BREAKER AND RELATED CIRCUIT WITH MANUFACTURER. MOUNTED 4" SQUARE MINIMUM SIZE, CONFORM TO NEC JUNCTION BOXES WITH O MOUNT TYPE 'EE' FIXTURES TO TOP OF CANOPY FACING UPWARD. EACH FIXTURE COORDINATE EXACT LOCATION WITH OWNER. PROVIDE EMERGENCY POWER OFF DRAWN BY: APPROVED SIX FOOT LONG 3 8" FLEXIBLE CONDUIT "FIXTURE WHIP" WITH GROUNDING SHALL ILLUMINATE ONE LETTER OF THE WORD "MARKET". COORDINATE FIXTURE TERMINALS FOR THE INVERTER IF REQUIRED BY AHJ. CONDUCTOR BONDED BETWEEN CONDUIT SYSTEM AND FIXTURE. MOUNTING AND AIMING WITH ARCHITECT. SEE SHEET AE1.3 FOR MORE JLS INFORMATION (TYP. OF 6). 1 Q PROVIDE KEYED SWITCH FOR OVERRIDE CONTROL OF LIGHTS IN DAYLIGHTING ZONE 6. PROVIDE ALL REQUIRED HARDWARE AS NECESSARY TO PROPERLY INSTALL LIGHT (CKT. P-4) PER 2014 FLORIDA BUILDING CODE. CONFIRM EXACT LOCATION WITH _ FIXTURES. O MOUNT FAN MOTOR NEXT TO 2' X 2' DIFFUSER (TYP). OWNER. 7. PROVIDE INSULATED CEILING (I.C.) RATED FIXTURES WHERE RECESSED INCANDESCENT, 1 1 MOUNT TYPE 'DD' FIXTURES 1N UPPER CANOPY"FACING DOWNWARD. EACH FIXTURE COMPACT FLUORESCENT, LED, OR LOW VOLTAGE LIGHT FIXTURES COME INTO DIRECT N SHALL ILLUMINATE ONE LETTER OF THE WORD GATE . PROVIDE COMPATIBLE CONTACT WITH INSULATION. PROVIDE U.L. FIRE RATED LIGHT FIXTURES FOR ANY FIRE LIGHTING PLAN DIMMER CONTROL. COORDINATE FIXTURE MOUNTING, AIMING, AND DIMMER LOCATION Em4 RATED CEILINGS. WITH ARCHITECT AND OWNER. SEE SHEET AE1.4 FOR MORE INFORMATION (TYP. SCALE: 3116" = 1'-0" OF 4). 10/24/2016 9:28:44 AM,Simes&Rosch,LLC PERMIT DRAWING MDP-6 M-37,3 3,41 M-31,33,35 PACKAGED HP-28 HP-2A -M-14,1 6 3 REFRIG. SYSTEM 60/3/NF 60/3/NF HP-3 200/3/NF 60/2/NF c EQUIPMENT YARD a 1,200A MAIN CIRCUIT TO CKT. N BREAKER AND 600A — U S To CKT. M 18 41 TO 8 9 GENERATOR CIRCUIT WATER HEATER O C7 '11 E - w BREAKER CONTROL "0 N 4 M-25 27 29 P-32 8" I� i H_ �' G HP-18 EPR I AIR CURTAIN WP r WP q> � ' : 60/3/ __ ---- ------ ------ TO CKT. - o o - . ELECTRIC PANE L p J - M-18 �• `� �' ----------- BB - - -- - -- - TO CKT. NjgCH WATER HEATER _cn 1 R-9 r CONTROL 12 M-19 21 23 " QB HP-1A \`�� PREFABRICA D ELECTRICAL I RECEIVING AREA s B E10 Z n F 00 CD 60/3/ � 2 CABINET C NTAINING PANELS 3 10 V\ 71UTILITY AREA NO. 1 M-28 �� ,)9 'MDP', 'M', 'P', 'L', 'R' AND 'G' E6 M-15 17 EF-3&5 WH-1 W . -- s, DATA . I AHu-3' 9 WH-3r SECURITY " 60/2/NF �� 12 W o _ 0 ROOMZ " (ABOVE COOLER) EPR P DATA�� A r—�----i---®__-------r— --i I o U R M CABINET-' ' ' e i 9 0 19 �/ F TO PRU 12 18 Z M-18 -PR T �� \ ,► A J EVAP E ii ti 7 12 © , W ,�1► 0 8 WATER CONTROL EATER 4 L,. (2) i --— v� ss•L. 1 1 L i � - ---- INF/ HU-1 TO PRU 11 1ca _ EVAP u— a 30/2 NF _———_—___ 5 ii ' I W�LKTIN �� 1 OA i i p u EVAP L m v a _ n '�------------� 1 it 1 13 a co r N 1 ®A 1 P-30 ROE411 ------------;-� P S G °' COOLER DOOR P—2 6 „ i, > ______,� ti a 30/2/NF A — 2 -------i� n L_ ____ HEATER do LTS. PREP SUPPO COOLER DOOR 13 B -----� a , u 0 ? 4 a ----- _ -- HEATER & LTS. �__ a i_--________ 1 Y 12 ----�A---- u PO N TO PRU i 1 ®A 1 v _--------J -�, 1 -ia EVAP I J ------------ cc ct> WOMEN COOLER N0.2 ,s $ s s9 '° e 12 N © MEN O ERN 1 � © ® �a c � COOL 0 CD V-: N _ _ CD M-1,3,5 LER DOOR M-22 P-28 _ ELEC. coo2 1 HEATER LTS. HOTDOG'4ROLLERS 4,46 /3/NF ELEC. o cc FAUCET 1 AHU-2 1 1 FINISH PREP A I (ABOVE COOLER) , 18 FAUCET � C0 "' AHu-2 _ , R-11 WP 1 8 100/3/NF E6 HOTDOG4 ROLLER 18 L-1 (ABOVE COOLE )� CD 5 do BUN WARMER �l� - 1 M 1 ----------- ,� o 0 0 - �s c R-23,25,27 O ❑ to 7' J TAMALES, CHILI, J o o uj 73 - R-19,21 OPEN AIR UNIT _ ' R-7 ; MICROWAVES �� L-3 VESTIBULE s VESTIBULE P-46 1 1 1 13 Poi¢ 11 16 DOOR OPENER (2 0 �0 � � ® R-2 ICE COFFEE ; ,f L-33 ° 60" R-4,6 11 A �S CONDIM ® ° L-20 --� 11 14� BARISTA P�� `�`\ AUX. LTG. L- 4.6 R-8 ;n ` SOFT RVE ICE MAKER 1 4 e� 12 El-r R-12,14 � � , � L-8,10, 0SOFT SERVE » ` COFFEE do11 11 , ❑ 9� R-16,18 COFFEE R-20,22 CE DISP. 1 COFFEE . L-14,16,18 SOFT SERVE z Q p -------------------------- -- 0 L-9 �e. UTILITY i R-24,26 1 1 �� ICE DISP. � � UTILITY < O " 11 19 U 60 CHASE COFFEE R-28,30 L-15 w PR CHASE 'J WLu WP Q ICED TEA EPR N0.2 COFFEE � � � a J � - _ •" 11 L-29 0 O U R-34 1 I L-19 ��P BEV. DISP. FREEZERB WP �/ m Q ATM _ Q V 2 i L-21,23 BLRE D W U 15 ® W I-- R-36 UNDER 1 ICEE MACH. • » L_13 M-24 W F m LOTTO E6 L-25,279 BEV. DISP. RECIRC. Z 0 I 'EE MACH. El' © I— M 26 P-36 i Q SALES CHECK OUT AREA 1 » C3 W z RECIRC. » I P-34 100 0 SLIDING DOOR SLIDING DOOR -17 ~ Q J O do AIR URTAIN 6� do AIR CURTAIN Q rREALBLENDING BAR @A C� Q �:�^ ® 1 s 3 I TO CKT. M-32 M-28 1 J ------ L9 --------- �- J " , EF-3&5 8 B BOOSTER = 6 Da WP f)A 64 A 01P M-30 WP EF-4 GENERAL NOTES: -- - :�� 1. CONTRACTOR SHALL VERIFY THE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH THE OWNER PRIOR TO INSTALLATION. POWER PLAN �r ;�,: � y 2. ELECTRICAL REQUIREMENTS AT THE CASHIER AREA SHALL BE VERIFIED WITH THE OWNER PRIOR TO ANY 3t16 WORK. ,� • 3. ALL RECEPTACLES AND JUNCTION BOXES SERVING FOUNTAIN COUNTER SHALL BE MOUNTED AT 18" A.F.F., UNLESS NOTED OTHERWISE. 4. COORDINATE WITH SPECIFIC NOTES. 1 p PROVIDE LOW VOLTAGE KEYED SWITCH FOR DOOR ALARM. H E UIP O T EQUIPMENT INSTALLER TO CONFIRM OUTLET MOUNTING HEIGHTS. PROJECT NO, 5. �1 INSTALL OWNER FURNISHED MAIN 1,200A ENCLOSED CIRCUIT BREAKER (LOCATION SHOWN IS ONLY 11 PROVIDE 1" CONDUIT WITH PULLWIRE BACK TO DISTRIBUTION PANEL FOR FUTURE USE. STUB UP 14038 MECHANICAL EQUIPMENT IS BASED ON THE BASIS OF DESIGN. IF THE ELECTRICAL DATA VARIES FROM APPROXIMATE).SIZE OF DISCONNECTS, FUSES, CIRCUIT BREAKERS, WIRING AND CONDUIT FOR HVAC AND OTHER APPCOORDINATE LOCATION OF BREAKER WITH MECHANICAL CONTRACTOR. MAINTAIN WORKING CONDUIT BENEATH GONDOLA AND PROVIDE CAP AND LABEL. CONFIRM EXACT LOCATION (TYP.). ISSUE DATE : M MECHANICAL SCHEDULES, RESIZE THE RELATED ELECTRICAL COMPONENTS PER THE NEC AND MANUFACTURER'S SPACE IN FRONT OF BREAKER AND TAP BOX. COORDINATE CONDUIT SLEEVES LOCATION AND MOUNTING 12 EVAPORATOR UNIT IS CONTROLLED AND POWERED VIA CONTROLLER FOR PACKAGED REFRIGERATION UNIT OCT 26, 2016 RECOMMENDATIONS AND SUBMIT FOR APPROVAL. HEIGHT WITH OWNER AND TAP BOX SUPPLIER. (PRU). PROVIDE NECESSARY CABLING FROM PACKAGED REFRIGERATION UNIT CONTROLLER CABINET TO REVISIONS INSTALL OWNER FURNISHED INTEGRATED POWER AND CONTROL CENTER. COORDINATE WITH OTHER EVAPORATOR IN 3/4" CONDUIT. SEE SPECIFIC NOTE 13 ON SHEET E6 FOR MORE INFORMATION (TYP.). 6. PROVIDE HEATING, AIR CONDITIONING, AND REFRIGERATION (HACR) RATED CIRCUIT BREAKERS FOR ALL CONTRACTORS AS NECESSARY TO MAINTAIN NEC WORKING CLEARANCES. CONFIRM SIZE, CONFIGURATION REFRIGERATION AND HVAC EQUIPMENT. AND NUMBER OF CABINETS WITH POWER CENTER PROVIDER. 13 PROVIDE RECESSED RECEPTACLE MOUNTED ABOVE COUNTER TOP FOR HOT DOG ROLLERS TO ACCOMMODATE PLUG (TYP. OF 4). 7. CONFIRM LOCATION, MOUNTING HEIGHT, AND ELECTRICAL REQUIREMENTS FOR ALL SPECIAL PURPOSE AND 3O PROVIDE FULL SIZE NEUTRAL FOR PACKAGED REFRIGERATION UNIT. DEDICATED OUTLETS WITH OWNER. CONFIRM EXACT LOCATION FOR OUTLETS NEAR CABINETS WITH " G CONFIRM EXACT STUB-UP LOCATION WITH ARCHITECT. PROVIDE 1" CONDUIT WITH PULLWIRE BACK TO ARCHITECTURAL INTERIOR ELEVATIONS AND CABINET PROVIDER. ALSO, CONFIRM LOCATION AND MOUNTING HEIGHT 4 PROVIDE 8-1 CONDUITS UNDERGROUND FROM EXTERIOR OF BUILDING TO LOCATIONS INDICATED FOR DISTRIBUTION PANEL FOR FUTURE USE. ALSO PROVIDE 1 CONDUIT WITH PULLWIRE BACK TO OF ALL PHONE AND DATA OUTLETS WITH OWNER. PHONEBOARD FOR FUTURE USE. STUB UP CONDUITS INSIDE CASEWORK AND PROVIDE CAP AND LABEL. CONTROL AND POWER CABLING IN SUPPORT OF REFRIGERATION SYSTEM COMPONENTS (I.E. SOLENOID 8. PROVIDE FUEL CUTOFF SWITCH WITH RED COVER PER NEC 514.11(C). EMERGENCY CONTROLS SHALL SHUT VALVES AND TEMPERATURE SENSORS). PROVIDE WIRE TROUGH TO CONCEAL CONDUIT STUB-UPS. SEE CONFIRM EXACT LOCATION. OFF ALL POWER TO ALL DISPENSING EQUIPMENT, REMOTE PUMPS SERVING THE DISPENSING EQUIPMENT, AND ENLARGED POWER PLAN ON SHEET E6 AND HUSSMAN REFRIGERATION DRAWINGS FOR MORE INFORMATION. ` ALL POWER, CONTROL, AND SIGNAL CIRCUITS AT THE STATION. CONFIRM LOCATION WITH OWNER AND AHJ. THE HUSSMAN DRAWINGS TAKE PRECEDENCE OVER THESE ELECTRICAL DRAWINGS. CONFIRM EXACT 15 MOUNT RECEPTACLE FOR ICE DISPENSER AT 100" AFF. COORDINATE EXACT LOCATION WITH OWNER. DRAWN BY: ROUTING AND STUB-UP LOCATIONS IN THE FIELD (TYP.). ALSO PROVIDE A 1/2" CONDUIT FROM ICE DISPENSER TO PACKAGED REFRIGERATION UNIT FOR CONTROL JLS 9. PROVIDE PLENUM-RATED, JACKETED, 22/4 SHIELDED/ UNSHIELDED, STRANDED, COPPER SPEAKER WIRE CABLING (TYP. OF 2). FROM OWNER PROVIDED, CEILING-MOUNTED SPEAKERS TO DATA SECURITY ROOM (SEE ARCHITECTURAL � COORDINATE WITH REFRIGERATION EQUIPMENT CONTRACTOR TO PROVIDE CONTROL CIRCUITS AND RELATED REFLECTED CEILING PLAN FOR LOCATIONS OF SPEAKERS). PROVIDE RECESSED 4" X 4" BOX AND 1 1/4- THERMOSTATS FOR REFRIGERATION EQUIPMENT (TYP.). 16 PROVIDE WALL PHONE OUTLET FOR WESTERN UNION PHONE. CONFIRM EXACT LOCATION WITH OWNER. CONDUIT STUBBED UP ABOVE CEILING WITH INSULATED BUSHING AT OWNER PROVIDED SOUND SYSTEM IN DATAPROVIDE 3/4" CONDUIT WITH PULLWIRE BACK TO PHONEBOARD FOR TELECOM CABLING. SECURITY ROOM. CONFIRM REQUIREMENTS AND EXACT LOCATION OF BOX WITH OWNER. © MOUNT FAN MOTOR NEXT TO 2 X 2 DIFFUSER (TYP. OF EF-3, EF-4, & EF-5). 17 10. HOMERUN CIRCUITS TO PASTRY CASE, CONDIMENTS COUNTER, AND OPEN AIR SANDWICH COOLER SHALL BE 7 MOUNT PHOTOCELL ON WALL AS HIGH AS POSSIBLE FACING NORTH. CONFIRM LOCATION. SEE DETAIL 18 MOUNT GFI RECEPTACLE BENEATH VANITY/SINK FOR PLUG-IN CONTROL TRANSFORMER FOR ELECTRONIC Q IN SLAB. 12 ON SHEET E10. FAUCET. CONFIRM EXACT LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR AND OWNER (TYP. E=5 OF 6 LOCATIONS). 11. PROVIDE 120V CIRCUIT FOR SOLENOID VALVES (EPR) AS INDICATED ON PANEL SCHEDULES. LOCATIONS PROVIDE RECESSED 4" X 4" BOX FOR INTERCOM SYSTEM. PROVIDE 1" CONDUIT TO PHONEBOARD FOR SHOWN ARE ONLY APPROXIMATE. (TYP.). OWNER PROVIDED CABLING. 19 APPROXIMATE STUB-UP LOCATION FOR 2-1" CONDUITS. ONE CONDUIT WILL BE USED FOR CONTROL 10124/20169:28:55AM,Simes&Rosch,LLC CABLING AND THE OTHER CONDUIT WILL BE USED FOR 120V POWER TO SOLENOID VALVE ABOVE COOLER. 12. THE ABOVE NOTES APPLY TO ALL ELECTRICAL POWER SHEETS. 9O PROVIDE JUNCTION BOX AND 1" CONDUIT TO INSIDE BUILDING (ABOVE CEILING) FOR OWNER PROVIDED NOTE THAT THIS SAME CONFIGURATION WILL BE DUPLICATED IN OTHER LOCATIONS AS INDICATED ON PERMIT DRAWING CCTV CAMERA AND RELATED CABLING. ENLARGED POWER PLAN ON SHEET E6. M - N G' N PROVIDE -2" CONDUIT SLEEVES BETWEEN ABINET HALVES TO ALLOW lilts FOR CONCEALED ROUTING OF c CIRCUITIN ` _♦ z o x ° / .� BILL SCANNER ROP SAFE ; i L-5 39" 39" " ii � � i► — L'1 V L4 I► ' �_THU Z (2)/7—% � o �a _ 1 ►i �� ii ® W --u I I W o IG G U 1 1 L-47,49,51 L-41,43,45 �- ... .'` Z L,,,_ ) Q 1 TURBOCHEF OVEN TURBOCHEF OVEN R-45,47 ' t N Po REFRIG. UNITca w ch t TO PHONEBOARD R-48 Z J & COUNT ROOM MONITORS FINISH PREP AREA t _ W /� o Lo g + I 1 2 R-46 R-35 R-33 cu REFRIG. MICRO. -MICRO. — � s L m 2 E-1,3 1 1 g c FUEL SHUT-OFF TOGGLE SWITCH WITH s f i l 1 0 1 °? RED COVER. (CONFIRM LOCATION). 2 I + i i I ® o MOUNT OUTSIDE IF REQUIRED BY AHJ. i t ' t E-5,7 " 394aH r. (a t IF INSIDE, PROVIDE SIGN OUTSIDE t 1 STATING LOCATION PER AHJ. TORE NUMBER i + t E-2,4,6 I _ 14 COFFEE - t o LO t t t W 3 9" 9" M �-; + I I + o oOK a� t i 1 sa R-42 R-13 + t + 15 0 ®g DECANTER PRINTER + i i i . . R-44 • • x G G ii + tji SYRUP �� • • Z u- �_-_-_� _ t + iitt 1 a� ! f1== i i i i i i 1 R-37 R-29 rn 1 IG / E-4 CREDIT CARD '�'� t t I I I MAGNABLEND ICE MAKER L-30,32 t > E-2,4 _ + t t I F000 WARMER Q + + ' ' ' 1 R-41 1CD 1\ --- +. N 0 ---------------- �t t l t t I t + + t t + i 1 MAGNAB ND L-34,36 o t J ' ' t 4 FOOD WARMER t Lu M INDICATING LIGHTS & BUZZERS TO t tom____------ 1 INDICATE DUCT DETECTOR TROUBLE t AND ALARM. MOUNT UNDER I n I COU TER. L-31I PASTRY CASE 1MOUNT J-BOXES U 1 PASTRY MOUNT INSIDE FOR FOOD WARMERS z CASE CASEWORK 1NHALFWALL . . 04 t 1 .J L-53 a 0 0 MISC. EQUIP. / ♦ moo' Lu tl) 0 N N W u- FOOD FOOD PREP AREA - POWER/SYSTEMS J j 1 SALES COUNTER - P WER/SYSTEMS z „ _ E6 SCALE: 318" = 1'-0" Q ry m Q Efi SCALE :3/8 - 1 -0 m W I= W °- z 0 Wiz F-- < : o Q m 0 W R_9 SPECIFIC NOTES: OC 16 ABOVE 1 INSTALL A MICROPHONE AT EACH POINT OF SALE (CASH REGISTER). 12 PACKAGED REFRIGERATION SYSTEM CONTROLLER CABINET. PROVIDE Q a 1 1/4" CONDUIT WITH PULLWIRE FROM CABINET TO PACKAGED .J COUNTER __--__- _--_- - (FURNISHED BY OWNER). � ♦ REFRIGERATION SYSTEM UNIT OUTSIDE. CONFIRM CONTROLLER CABINET z / $ WP 10 9 PROVIDE 2-2" PVC CONDUITS TO TELEPHONE BOARD FOR INTERFACING LOCATION AND CONDUIT REQUIREMENTS WITH EQUIPMENT 000Q 00 1 1 O SALES COUNTER EQUIPMENT WITH PHONEBOARD. MANUFACTURER/INSTALLER. PROVIDE 1-2" PVC CONDUIT WITH PULLWIRE FROM SALES COUNTER 13 OWNER'S HVAC CONTROL INTERFACE BY MECHANICAL CONTRACTOR. MAIN CONTROL SYSTEM do DATA SECURITY ROOM CONFIRM EXACT LOCATION). COORDINATION WITH MECHANICAL CONTRACTOR TO PROVIDE POWER, IF DISTRIBUTION R LATED DISTRIBUTION vFC s -- -- EQUIPMENT TO / ( ) Nu 00 DISTRIB NECESSARY. - t 90 90 INVERTER CABINET CABINET 4 � IS SPARE FOR INTERFACING ,�---- � •t "f, ' (SEE LTG. PLAN) PROVIDE -1 PVC CONDUITS (ONE ) 14 PROVIDE CEILING MOUNTED RECEPTACLES FOR LCD MENU BOARDS AND DATA/SECURITY ROOM EQUIPMENT WITH SALES COUNTER. ASSOCIATED DEVICES. CONFIRM ELECTRICAL REQUIREMENTS AND MOUNTING 1 a c `�• LOCATION WITH EQUIPMENT PROVIDER AND OWNER. ���'�✓.a 12 I 5 PROVIDE RECESSED RECEPTACLE MOUNTED ABOVE COUNTER TOP FOR HOT 1 R-1 R-3�`:� 7 R-54 G-51 G-49 1 DOG ROLLERS TO ACCOMMODATE PLUG (TYP. OF 4}. 15 RECEPTACLES IN THIS AREA SHALL BE MOUNTED HORIZONTALLY AT 39 Q PHONE/EQUIP DED TANK CABINET MONITOR 13 n ABOVE FINISHED FLOOR LEVEL (TYP ) �J CONFIRM EXACT LOCATION OF CONDUIT STUB UPS. @DATA PROVIDE 1" CONDUITS UNDERGROUND FROM EXTERIOR OF BUILDING TO INSTALL OWNER FURNISHED INTEGRATED POWER AND CONTROL CENTER.��� t C LOCATIONS INDICATED FOR CONTROL AND POWER CABLING IN SUPPORT OF PROJECT NO.COORDINATE WITH OTHER CONTRACTORS AS NECESSARY TO MAINTAIN NE 14038 SECURITY ` �� R_52 WORKING SPACE. CONFIRM SIZE, CONFIGURATION AND NUMBER OF CABINETS REFRIGERATION SYSTEM COMPONENTS (I.E. SOLENOID VALVES AND DATA CAB. WITH POWER CENTER PROVIDER. TEMPERATURE SENSORS). SEE POWER PLAN ON SHEET E5 FOR MORE ISSUE DATE : ROOM I INFORMATION. CONFIRM EXACT ROUTING AND STUB-UP LOCATIONS IN THE OCT 26, 2016 I 20' X 5/8" REBAR. TIE TO FOOTING REINFORCING BAR FOR SYSTEM FIELD (TYP.). REVISION GROUND PER DETAIL 3 ON SHEET E9. MOUNT NEXT TO PANEL SYSTEM IN �'�`� r------- -T------------------------r------- ELEVATED FOUNDATION ON OPPOSITE SIDE OF THE DISPENSER CONTROLS. 17 APPROXIMATE STUB-UP LOCATION FOR 2-1" CONDUITS. ONE CONDUIT WILL BE USED FOR CONTROL CABLING AND THE OTHER CONDUIT WILL BE USED gO TANK MONITOR. CONFIRM LOCATION, SEE DETAIL 8 ON SHEET E9 FOR FOR 120V POWER TO SOLENOID VALVE ABOVE COOLER. NOTE THAT THIS L---------1-----------------------L--------J MORE INFORMATION. SAME CONFIGURATION WILL BE DUPLICATED IN OTHER LOCATIONS AS / INDICATED ON POWER PLAN ON SHEET E5. 1 Q PROVIDE DISPENSING EQUIPMENT DISCONNECT (DED) CONTACTOR PANEL PER RISER DIAGRAM ON SHEET E8. 17 1 1 PROVIDE 1-2" CONDUIT WITH PULLWIRE FROM DATA/SECURITY ROOM TO GENERAL NOTES: Q N PHONEBOARD. ALSO PROVIDE 1-2 CONDUIT WITH PULLWIRE FROM SALES COUNTER TO DATA/SECURITY OFFICE (DESCRIBED IN SPECIFIC NOTE 3). 1. CONFIRM EXACT LAYOUT FOR SALES COUNTER WITH OWNER. Q DRAWN BY. r-3 ELECTRICAL & S ECU RITY OOM - POWERISYSTEMS CONFIRM EXACT LOCATION. ADJUST LOCATIONS OF RECEPTACLES, CONDUIT STUB-UPS, ETC., JLS ACCORDINGLY. E6 SCALE: 3/8" = 1'-0" Em6 I .j PERMIT DRAWING 10/24=16 9:29:01 AM,Simes&Rosch,LLC rn N FURNISHED WITH POWER SYSTEM FURNISHED WITH POWER SYSTEM TYPE: SURFACE MT, NEMA 1 MAIN BUS RATING: 1,200A FURNISHED WITH POWER SYSTEM TYPE: SURFACE MT, NEMA 1 MAIN BUS RATING: �400A NEMA 1 MAIN BUS RATING: 225J1 NpE; !SURFACE MT, c MAIN CB. FRAME: TYPE: BOLT-ON .. PANEL - MDP MAIN CB:M a ;* FRAME: TYPE: BOLT-ON MAIN CB: FRAME: TYPE: BOLT-ON PANEL P 3PH, 4 WIRE MINIMUM AIC: 42K S VOLTAGE-.'"Y08 08 j120V, 3PH, 4 W#RE MINIMUM AIC: 42K PANEL - M VOLT � 08 12OV, 3PH, 4 WIRE MINIMUM AIC: 42K - VOLTAGE: 2138 12011, w BRANCH CIRCUIT DEVICE DEVICE BRANCH CIRCUIT BRANCH CIRCUIT DEVICE DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT DEVICE z * N DEVICE BRANCH CIRCUIT PHASE LOAD PHASE LOAD w o o (KVA) w o o w N a a a s �'' z �. (KVA} w o o a N to N a o o (KVA) O o z a w o o a w z SERVING �- z z a - _ w SERVING SERVING �- z.• z W a s a s w z z w SERVING SERVING z z z a ��` a s o M o o � o a x o z o SERVING o o z a o a o o o a z o o Oz a O a o o m- O a oz O z � w � z aE- c.y z A B C A B C z vc. c� 3 a ai- z z a 3 a z A B C A B C z 01. 0 3 a �dF- z z a� a 3 c� v:. z A B C A B C z v� 0 3 a 23.3 10.7 1 7.4 0.4 EPR VALVES X 1/2 12 12 1 20 2 1 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 1.t LTS, BLDG PERIMETER 3 3/4 10 10 1 20 2 • 3 80 3 3 8 1 1 4 X AHU-1 7.4 0.4 EPR VALVES X 1/2 12 12 1 20 4 3 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 0.6 LTS, SALES COUNTER 4 1/2 12 12 1 20 4 _ C) ox CN 1 225 3 X PANEL L 26.9 4.7 PANEL G X 3 225 2 / 23.1 3.9 5 7.4 SPACE 6 5 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 0.9 LTS, RETAIL 4 1/2 12 12 1 20 6 � (j °,� 20.9 20.3 7 7.4 SPACE 8 7 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 0.9 LTS, RETAIL 4 1/2 12 12 1 20 8 � ' X 3 225 4 9 80 3 3 8 1 1/4 X AHU-2 7.4 SPACE 10 9 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 0.7 LTS, RETAIL 4 1/2 12 12 1 20 10 U 3 225 3 X PANEL R 22.8 22.8 PANEL P Z 20.2 20.1 11 7.4 SPACE 12 11 20 1 8 8 1 1 LTS, GAS CANOPY 0.7 1.0 LTS, MENS, UTILITY 5 3/4 t 0 10 1 15 12 o Q 33.2 i 7.7 13 SPACE 4.4 14 13 20 1 SPARE 1.1 LTS, COOLER/FREEZER, PRE 5 1/2 12 12 1 20 14 HP-3 X 1 10 8 2 60 -� PACKAGED REFRIG. UNIT X 2 6 3 0 3 200 6 15 4.4 4.4 16 15 20 t 10 10 3/4 1 LTS, GAS CANOPY ROOF 1.0 1.4 LTS, LADIES, UTILITY, COOLIE 5 3j4 10 10 1 15 16 W a 5 400 3 X PANEL M 37.0 17.7 / 60 2 6 10 1 X AHU-3 31.5 17.7 17 4.4 0.4 WATER HEATER CONTROL X 1/2 12 12 1 20 18 17 20 1 10 10 1 6 SIGN, GAS CANOPY 0.7 0.7 LTS, RECEIVING, UTILITY 4 1/2 12 12 1 20 18 Z v L N 1 g 2.3 1.4 ELEC. FAUCETS, MEN'S X 1/2 10 10 t 20 20 19 1.1 0.7 LTS, RETAIL TRACK 4 1/2 12 12 1 20 20 (� m 7 ** PREPARED SPACE 20 2 8 8 1 5 LTS, SITE PREPARED SPACE 8 21 40 3 10 10 t X HP-1A 2.3 1.4 ELEC. FAUCETS, WOMEN'S X 1/2 10 10 1 20 22 21 1.1 0.7 LTS, RETAIL TRACK 4 1/2 12 12 1 20 22 Z 9 80 1 3 8 1/ X EM. INVERTER UNIT 5.0 23 2.3 0.6 RECIRC PUMP, UTILITY #1 X 1/2 12 12 1 15 24 23 1.3 0.2 LTS, RETAIL TRACK X 1/2 12 12 1 20 24 c� 10 25 20 2 8 8 t 5 LTS, SITE 11 2.3 0.6 RECIRC PUMP, UTILITY #2 X 1/2 12 12 1 15 26 25 1.3 1.0 COOLER DOOR HTR & LTS X 1/2 12 12 1 20 26 v ,a 40 3 10 10 1 X HP-1 B 2.3 U. EF-3 & 4 X 1/2 12 12 1 15 28 27 20 1 8 8 1 8 MONUMENT SIGN 1.2 1.0 COOLER DOOR HTR & LTS X 1/2 12 12 t 20 28 a s U :q2 2I I I .3 0.3 EF-5 X 1/2 12 12 t 15 30 29 20 1 8 8 1 8 MONUMENT SIGN t.0 1.0 COOLER DOOR HTR & LTS X 1/2 12 12 i 20 30 L (D Cc 2.3 U. WATER BOOSTER, UTILITY 1 X 1/2 12 12 1 15 32 31 20 1 8 8 1 8 MONUMENT SIGN 1.0 1.0 AIR CURTAIN X 1/2 12 12 1 20 - �a q 13 12 31 # 33 40 3 10 10 1 X HP-2A 2.3 SPACE 34 33 20 1 8 8 1 8 MONUMENT SIGN 1.0 1.0 SLIDING DOORS X 1/2 12 12 1 20 34 O 35 2.3 SPACE 36 35 20 1 8 8 1 X SIGN RECEPTACLE 0.2 1.0 SLIDING DOORS X 1/2 12 12 1 20 36 rm Y 15 14 37 2.3 tv CD SPACE 38 37 20 1 12 12 1/2 9 SIGN, BLDG 1.2 SPACE 38 N 39 40 3 10 10 1 X HP-2B 2.3 SPACE 40 39 20 1 12 12 1/2 9 SIGN, BLDG 1.2 SPACE 40 N ►` 2.3 SPACE 42 41 20 1 12 12 1/2 9 SIGN, BLDG 1.2 SPACE 42 :� N 41 16 x' 43 20 1 SPARE SPACE 44 O 17 16 � . CONFIRM CIRCUIT SIZE A ELECTRICAL REQUIREMENTS FOR ALL 23.9 28.3 28.3 7.4 6.8 1.3 TOTAL CONNECTED LOAD: 96.2 KVA 45 20 1 8 8 1 X RECP, SERVICE ISLAND #1 0.4 1.0 DOOR OPENER X 1/2 12 12 1 20 46 0 ca HVAC, REFRIGERATION, AN FOOD PREPARATION EQUIPMENT WITH z o U- PROVIDER. 47 30 1 8 8 1 1/4 X,G * VAC/AIR COMP COMBO #1 1.4 SPACE 48 D TOTAL DEMAND LOAD: 101.7 KVA °� I - CD 19 49 20 1 8 8 1 X RECP, SERVICE ISLAND #2 0.4 SPACE 50 c rn SURGE SUPPRESSION DEVICE X 3 30 18 51 30 1 8 8 1 1/4 X,G * VAC/AIR COMP COMBO #2 1.4 SPACE 52 53 SPACE 0.4 CPI LIGHTING CONTROLS 1/2 12 12 1 15 54mo M N r N TE: T' TFuj * CONFIRM CIRCUIT SIZE AND ELECTRICAL REQUIREMENTS FOR 77.4 86.7 79.8 48.7 45.2 41.8 N ECTED LOAD:379.6 KVA * PROVIDE GFCI PROTECTION FOR VAC/AIR COMPRESSOR 6.5 8.8 7.3 5.8 6.4 5.3 i� PREPARATION EQUIPMENT TOTAL CON COMBO. TOTAL CONNECTED LOAD: 40.1 KVA ALL HVAC, REFRIGERATION, AND FOOD PRE Q TOTAL DEMAND LOAD: 63.3 KVA WITH PROVIDER. TOTAL DEMAND LOAD:392.9 KVA ** PROVIDE ADEQUATE MOUNTING SPACE FOR FUTURE 60A, 2 POLE CIRCUIT BREAKER. FURNISHED WITH POWER SYSTEM FURNISHED WITH POWER FURNISHED WITH POWER SYSTEM NpE; SURFACE MT, NEMA 1 MAIN BUS RATING. 25A NpE: SURFACE MT, NEMA 1 MAIN BUS RATING: 225A TYPE: SURFACE MT, NEMA 1 MAIN BUS RATING: 225A MAIN CB:MLO FRAME: TYPE: BOLT-ON MAIN CB:MLO FRAME: TYPE: BOLT-ON PANEL - R MAIN CB:#�.© FRAME: TYPE: BOLT-ON PANEL - L VOLTAGE-. 2pg 120Y, 3PH, 4 WIRE MINIMUM AIC: 42K PAN L - V VOLTAGE:' 208/120V, 3Pfi, 4 WIRE VOt„T�: 12t 1 3PH 4 WIRE MINIMUM A1C: 42K MINIMUM AIC: 42K DEVICE BRANCH CIRCUIT BRANCH CIRCUIT DEVICE DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT DEVICE DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT DEVICE PHASE LOADcncn w W o o (KVA) z.. z W a s 0.a � �`' z z.. KVA ''� o o wa W a o z o 0 o z a o m o a cn N SERVING 0 a c_ cn w a SERVING { } SERVING �- z.� z _ a s a s - z z.. �`' SERVING {�A) SERVING z.. z w 0-0- a a z z.. �'' SERVING uj O O Z Z O g� O O � O � O Z O O O Z O �- O CO �- O z aFx a 3 v� z A B C A B C z v� c� 3 a aF- z z F- a 3 0 v z A B C A B C z c�� O 3 a a� z z a� a 3 c� v z A B C A B C z v.. c� 3 a aF-- z 1 0 1 12 12 1 2 X RECP, EXTERIOR 0.6 1.7 2 1 0.9 0.5 *** GAS DISPENSER #1 D,S 1 10 10 1 20 2 1 20 1 12 12 1/2 X RECP, DATA/SECURITY 1.2 1.8 CAPPUCCINO MACHINE (14B) X 1/2 12 12 1 20 2 .J 2 / ** DATA/SECURITY 0.8 1.7 BARISTA (72) X 1/2 12 12 1 20 4 m 0 3 20 1 12 12 1/2 X RECP, UTILITY 0.8 1.7 SOFT SERVE (46) X 3/4 10 10 3 25 4 3 20 3 10 10 1 D,M REGULAR PUMP (2HP} 0.9 (SWN} 4 3 20 1 12 12 1/2 X RECP, 5 20 1 12 12 1/2 X RECP, PREP/SUPPORT 1.0 1.7 6 5 0.9 SPACE 6 5 20 1 SPARE SPACE 6 0 `� � � 0 1 12 12 1 2 X G ICE DISPENSER (18A) 1.0 1.7 8 7 0.9 0.5 *** GAS DISPENSER #2 D,S 1 10 10 1 20 8 7 20 1 12 12 1/21 X RECP, PREP & UTILITY 0.8 0.7 DISPENSER, ICE MKR (79} X 1/2 10 10 1 20 8 Q 7 2 / / 18A 1.0 1.7 SOFT SERVE 46 X 3/4 10 10 3 25 10 9 20 3 10 10 1 D,M ** PREMIUM PUMP (2HP) 0.9 (SWN) 10 9 20 1 12 12 1/2 X RECP, EXTERIOR 0.8 SPACE 10 W LL 9 20 1 12 12 1/2 X/G ICE DISPENSER ( ) { ) 11 20 1 12 12 1/2 X/G BEVERAGE DISPENSER (17A) 0.8 1.7 12 11 0.9 SPACE 12 11 20 1 12 12 1/2 X RECP, EXTERIOR 0.6 2.9 12 W J *** 20 1 12 12 1 2 X RECP, PRINTER 1.2 2.9 **COFFEE MAKER (10} X,G 3/4 8 8 2 30 14 � 0 Q U 13 20 1 12 12 1/2 X/G BEVERAGE DISPENSER (17A) 0.8 1.7 14 13 0.9 0.5 GAS DISPENSER #3 D,S 1 10 10 1 20 14 13 / 3 4 10 10 3 25 16 15 20 3 10 10 1 D,M ** DIESEL PUMP (2HP) 0.9 (SWN) 16 15 20 1 SPARE 2.9 **COFFEE MAKER 10 X,G 3/4 8 8 2 30 16 �••� V W 15 20 1 12 12 1/2 X ICED TEA (11) 1.7 1.7 SOFT SERVE (46) X / ( } 18 Q 1.1J m 17 20 1 12 12 1/2 X BLENDING BAR (29) 1.2 1.7 18 17 0.9 SPACE t 8 17 20 1 SPARE 2.9 V I SHAKE BLENDER 83 1.0 1.0 SOFT SERVE LIGHTING X 1/2 12 12 1 20 20 19 0.4 0.5 *** GAS DISPENSER #4 D,S 1 10 10 1 20 20 19 20 1 12 12 1 X MICROWAVE (15) 1.5 2.9 **COFFEE MAKER (10) X,G 3/4 8 8 2 30 20 U �- Q 19 20 1 12 12 1/2 X MILK ( ) 21 3.1 1.1 FREEZER (50B) X 1/2 12 12 1 20 22 21 15 3 10 10 1 D,M ** E85 ETHANOL (3/4HP) 0.4 (SWN) 22 21 20 1 12 12 X MICROWAVE (15) 1.5 2.9 22 30 2 8 8 1 X/G.** ICEE DISPENSER (24B) 31 SPARE 1 20 24 23 0.4 SPACE 24 23 20 1 12 12 X TAMALE UNIT/PNUTS (86,87) 0.6 2.9 24 Q J 23 **COFFEE MAKER (10) X,G 3/4 8 8 2 30 26 Q 25 3.1 SPARE 1 20 26 25 0.4 MOO 0.5 *** GAS DISPENSER #5 D,S 1 10 10 1 20 26 25 20 1 12 12 1 X CHILI CHEESE (67) 0.2 2.9 30 2 8 8 1 X/G ** ICES DISPENSER (24B) 3 1 SPARE 1 20 28 27 15 3 10 10 1 D,M ** ETHANOL FREE (3/4HP) 0.4 (SWN) 28 27 20 1 12 12 X OPEN AIR SANDWICH (81 A) 1.2 2.9 / 28 27 **COFFEE MAKER (10) X,G 3 4 8 8 2 30 1 12 12 1 2 X FREEZER 50B 1.1 1.1 30 29 0.4 SPACE 30 29 15 1 12 12 1/2 X ICE MAKER (69) 1.2 2.9 30 J 29 20 / { ) FOOD WARMER, HARDCO (80 X 3/4 10 10 2 t5 31 20 1 10 10 3/4 X PASTRY CASE (59) 1.8 1.0 32 31 20 1 10 10 3/4 D,S *** GAS DISPENSER Flo 0.5 0.5 *** GAS DISPENSER #6 D,S 1 10 10 1 20 32 31 20 1 SPARE SPACE 32 uj 33 20 1 12 12 1/2 X CONDIMENT COUNTER 1.0 1.1 34 33 (SWN) (SWN) 34 33 20 1 12 12 . 1/2 X MICROWAVE (15) 1.0 1.2 ATM MACHINE (53) X it 12 12 1 20 34 3 20 1 SPARE 1.1 FOOD WARMER, HARDCO (80 X 3/4 10 10 2 15 36 35 SPACE SPACE 36 35 20 1 12 12 11/2 X MICROWAVE (15) 1.0 0.5 LOTTO MACHINE (30) X 1/2 12 12 1 20 36 5 37 15 1 SPARE 0.5 BUN WARMER (85A) X 1/2 12 12 1 20 38 37 20 1 10 10 3/4 D,S *** GAS DISPENSER #11 0.5 0.5 *** GAS DISPENSER #7 D,S 1 10 10 1 20 38 37 20 1 10 10 3/4 X MAGNABLEND (28) 1.3 2.9 **COFFEE MAKER (10A) X,G 3/4 8 8 2 30 38 39 15 1 SPARE 1.5 HOTDOG ROLLER GRILL (51) X 1/2 12 12 1 20 40 39 (SWN) (SWN) 40 39 SPACE 2.9 40 41 2.9 1.5 HOTDOG ROLLER GRILL (51) X 1/2 12 12 1 20 42 41 SPACE SPACE 42 41 20 1 10 10 3/4 X MAGNABLEND (28) 1.3 0.6 DECANTER (10B) X t/2 12 12 1 20 42 30 3 8 8 3/4 X TURBOCHEF OVEN (71) 2.9 1.5 HOTDOG ROLLER GRILL (51) X 1/2 12 12 1 20 44 43 20 1 10 10 3/4 D,S *** GAS DISPENSER #12 0.5 0.5 *** GAS DISPENSER #8 D,S 1 10 10 1 20 44 43 SPACE 0.6 SYRUP DISP. (10C) X 1/2 12 12 1 20 44 45 2.9 1.5 HOTDOG ROLLER GRILL (51) X 1/2 12 12 1 20 46 45 (SWN) (SWN) 46 45 20 2 10 10 3/4 X REFRIG UNIT (66) 1.2 1.2 REFRIG (70) X,G 1/2 12 12 1 20 46 47 2.9 SPACE 48 47 SPACE SPACE 48 47 1.2 1.0 MENU BOARDS/MONITORS X 1/2 12 12 1 20 48 ,..r 49 30 3 8 8 3/4 X TURBOCHEF OVEN (71) 2.9 SPACE 50 49 20 1 12 12 1/2 X * TANK MONITOR 1.0 0.5 *** GAS DISPENSER #9 D,S 1 10 10 1 20 50 49 SPACE SPACE 50 51 2.9 SPACE 52 51 20 1 12 12 1/2 X DED 1.0 (SWN) 52 51 SPACE 0.6 DATA CABINET X 53 20 1Fl2 12 1/2 X MISC. EQUIP. 1.2 SPACE 54 53 20 1 12 5� 12 1/2 X CPI FUEL CONTROL SYS 0.2 SPACE 54 53 SPACE 0.6 TELEPHONE BOARD X 1/2 12 12 1 20 54 ,,.. 4. NOTE NOTES: NOTES: ** PROVIDE GFI CIRCUIT BREAKER 14.1 16.5 14.2 9.2 10.4 8.9 TOTAL CONNECTED LOAD: 73.2 KVA * PROVIDE TWO GROUN CONNECTIONS 6.0 4.5 3.7 4.5 0.0 0.0 CONFIRM CIRCUIT SIZE AND ELECTRICAL REQUIREMENTS FOR ALL 6.2 6.5 5.9 14.7 16.3 14.3 TOTAL CONNECTED LOAD: 63.9 KVA �" ' - � CONFIRM CIRCUIT SIZE AND ELECTRICAL REQUIREMENTS FOR ALL CONFIRM CIRCUIT SIZE D ELECTRICAL REQUIREMENTS OF FUEL TOTAL CONNECTED LOAD: 18.7 KVA HVAC, REFRIGERATION, AND FOOD PREPARATION EQUIPMENT WITH HVAC REFRIGERATION, AND FOOD PREPARATION EQUIPMENT WITH OAD: 73.2 KVA SYSTEM WITH FUEL SYS M PROVIDER. TOTAL DEMAND LOAD. 19.4 KVA PROVIDER. TOTAL DEMAND LOAD: 63.9 KVA a TOTAL DEMAND L PROVIDER. ** FIELD VERIFY SIZE F PUMPS AND RESIZE CIRCUIT AND BREAKER AS NECESSARY. *** GAS DISPENSER CIRCUITS SHALL ALL BE ON THE SAME PROJECT NO. PHASE. 14038 PANEL SCHEDULE NOTES: ISSUE DATE : OCT 26, 2016 R VIDED BY TYPE: SURFACE, NEMA 1 MAIN BUS RATING: ► REVISIONS : P - CIRCUIT IS PREWIRED TO ITS POINT OF UTILIZATION WITHIN THE PANEL. 4 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #4. M MOTOR OVERLOAD PROTECTION IS TO BE INTEGRAL TO MOTOR ORP 0 MAIN CB, MLG FRAME: TYPE: BOLT ON BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE IDE OF OTHERS. PANEL - E VOLTAGE: 'VOLTS 1 3 WIRE MINIMUM AIC: 42K S - CIRCUIT REQUIRES A SWITCHED NEUTRAL BREAKER WHICH TAKES TWO CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. POLES IN PANEL. G - CIRCUIT REQUIRES A GROUND FAULT (GFCI) BREAKER. DEVICE BRANCH CIRCUIT BRANCH CIRCUIT DEVICE 5 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #5. PHASE LOAD - CIRCUIT REQUIRES A BREAKER LOCKING DEVICE. BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE IDE OF SH - SHUNT TRIP BREAKER REQUIRED. ALL SHUNT TRIP COILS ARE TO BE PREWIRED a a J M z z.. SERVING {�A) SERVING o o z o °`0- L o CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. TO TERMINAL BLOCKS (LABELED 'ST-H' & ST-N ) LOCATED IN THE TOP OF z a a 3 0 0 z A B A B z 0`' 0 3 a d� z D - PREWIRED FROM BREAKER THRU CONTACTOR TO TERMINAL STRIP. CABINET. 1 20 1 12 12 X RECP, CASHIER COUNTER 1.0 1.0 CREDIT CARD (24) X 12 12 1 20 2 CONTACTOR IS CONTROLLED BY THE PUMP/DISPENSER CONTROL SYSTEM. 6 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #6. 1" BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE IDE OF SW1 - CONTACTORS WILL BE CONTROLLED BY A REMOTE MOUNTED WALL SWITCH 3 20 1 12 t2 X RECP, CASHIER COUNTER 1.0 1.0 COMPUTER (5} X 1 12 12 1 20 4 T - PREWIRED FROM BREAKER TO TERMINAL STRIP MARKED BY BREAKER I.D. CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. WHICH WILL BE FIELD WIRED TO CABINET AND TERMINATED TO TERMINAL BLOCKS 5 20 1 12 12 X RECP, CASHIER COUNTER 1.0 1.0 DROP SAFE & SCANNER X 12 12 1 20 6 NUMBER (NON-CONTROLLED). LABELED "SW". BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE 7 20 1 12 12 t X RECP, CASHIER COUNTER 1.0 SPACE $ DRAWN BY: 7 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #7. OF CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. ELECTRICAL CONTRACTOR WIRES DIRECTLY TO THE BREAKER. BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE IDE OF 9 20 1 12 12 3/4" X RECP, CASHIER COUNTER 0.6 SPACE 1 o JLS .. X ELEC CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. IL - CONTACTOR IS CONTROLLED BY THE SWITCH IN THE CASHIER CONTROL PANEL. 11 20 t SPARE SPACE 12 1 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #1. BRANCH CIRCUITS AR PREWIRED FROM BREAKER TO LINE SIDE OF CONTACTOR. NOT : r BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE OF 8 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #8. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. PANEL 'E' IS PROVIDED BY ELECTRICAL CONTRACTOR. 2.6 2.0 2.0 1.0 TOTAL CONNECTED LOAD: 7.6 KVA CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE OF TOTAL DEMAND LOAD: 3.5 KVA CONTACTOR. CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. Y - PROVIDE PORTABLE GENERATOR CIRCUIT BREAKER WITH KIRK KEY INTERLOCKS GENERATOR BREAKER AND WEATHERPROOF EXTERIOR LOCATED TAP BOX SUPPLIED - LIGHTING CONTROLLER CHANNEL 9. BY POWER BOX SUPPLIER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. �j� 2 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #2. 9 CONTACTOR IS CONTROLLED BY THE LIG OF # PROVIDE (2) 4" PVC CONDUIT SLEEVES THRU WALL. COORDINATE EXACT C� Em7 BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE OF BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE LOCATION WITH OWNER AND MECHANICAL CONTRACTOR. CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. CONTACTOR. FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. 3 - CONTACTOR IS CONTROLLED BY THE LIGHTING CONTROLLER CHANNEL #3. BRANCH CIRCUITS ARE PREWIRED FROM BREAKER TO LINE SIDE OF CONTACTOR. PERMIT DRAWING FIELD CONNECTION IS TO LOAD SIDE TERMINALS OF CONTACTOR. v N LIGHTING FIXTURE SCHEDULELAMPS l o MARK MANUF. CATALOG NUMBER NO TYPE VOLT. MOUNTING WATTS NOTES DESCRIPTION / INSTALLATION � g LED OWNER FURNISHED CANOPY LIGHT FIXTURE SHALL BE INSTALLED BY 0 71 � N w A L.S.I. CRU-SC-LED-HO-CW-UE-WHT CRI 85+ 120V RECESSED 149 W ELECTRICAL CONTRACTOR. 5,000K I� w 9 M M GEN 'RAL NOTES: z� o , CRU-SC-LED-HO-CW-UE-WHT LED OWNER FURNISHED CANOPY LIGHT FIXTURE SHALL BE INSTALLED BY dj a AE L.S.I. CRI 85+ 120V RECESSED 149 W y (VIA INVERTER) ELECTRICAL CONTRACTOR. WIRED VIA EMERGENCY INVERTER SYSTEM. x o c 1. PROVIDE A GROUND BUSHING FOR CONDUITS ENTERING PANEL 5,000K z o �- FOR PETROLEUM SYSTEM. BUSHINGS SHALL BE CONNECTED LED un o M TOGETHER AND TIED TO PANEL GROUND. B DAYBRITE 50G-S22-L62/840-SAF12125- CRI 80+ 120V RECESSED 76 W 2'x2' RECESSED LENSED LED TROFFER WITH ACRYLIC LENS AND DIM-UNV4,000K ELECTRONIC DRIVER. 2. UNLESS OTHERWISE NOTED, UNDERGROUND CONDUIT MAY BE Z V SCHEDULE 40 PVC (VERSUS CRS). TRANSITIONS TO 12-2-L43/840-SAF12125- LED 2'x2' SURFACE MOUNT LENSED LED TROFFER WITH ACRYLIC LENS AND - a ABOVEGROUND SHALL BE MADE WITH PVC COATED RIGID STEEL OR 62 DAYBRITE DIM-UNV CRI 80+ 120V RECESSED 52 W ELECTRONIC DRIVER. WITH RIGID STEEL CONDUIT COATED WITH 2 COATS OF ASPHALTIC 4,000K W -� MASTIC, THIS NOTE APPLIES TO ALL CONDUITS SHOWN ON THIS LED W V RISER DIAGRAM. C BETA CALCO 68.2175-PC-MS CRI 80+ 120V SURFACE 40 W 21" ROUND SURFACE MOUNTED LED DRUM LIGHT WITH ALUMINUM Z o 4,000K HOUSING, ELECTRONIC DRIVER, AND OPAL POLYCARBONATE DIFFUSER. INSIDE OUTSIDE BUILDING BUILDING 68.2175-PC-MS LED 21 ROUND SURFACE MOUNTED LED DRUM LIGHT WITH ALUMINUM Z cu CE BETA CALCO CRI 80+ 120V SURFACE 40 W 8 HOUSING, ELECTRONIC DRIVER, AND OPAL POLYCARBONATE DIFFUSER. L' o ;Zmvitm(VIA INVERTER) 4 GOOKWIRED VIAEMERGENCY INVERTER SYSTEM. `' W o E vi 9 2 9 E WILLIAMS 96-4-L62/840-PCFR-SSCMB- CRI 80+ 120V SURFACE 73 W 4' LONG SURFACE MOUNTED ENCLOSED LED FIXTURE WITH ELECTRONIC cc L 13 E10 P E10 7 E10 SLATCH-DIM-UNV 4,000K DRIVER. WET LOCATION RATED. m SELF POWERED ARCHITECTURAL EMERGENCY LIGHT WITH SEALED - c EM BEGHELLI XLP-S2-AT-UNV 2 HACc 120V WALL OR 16 W POLYCARBONATE OUTER HOUSING AND 90 MINUTE NICAD EMERGENCY °'- SPD PROVIDE JUNCTIONEll HALOGEN CEILING BATTERY PACK. U C3 o 0 o a BOX (SIZED PER LED r -" DED 'M' 'R' 'P' 'L' 'G' NEC) G LITON HOUSING: LHJLD319C70- CRI 85+ 120V RECESSED 19 W RECESSED 3 ROUND LED CAN LIGHT WITH FROSTED CLEAR cc 3 TRIM: LR3LH21-W-L12-T40 4,000K REFLECTOR, WHITE TRIM RING, AND SOLID STATE ELECTRONIC DRIVER. o 04 N r~-, ° ,12Fil LED DECORATIVE WALL MOUNT CYLINDER SHAPED SCONCE WITH SOLID 200A 2 H IGUZINNI I.MQ98-840-UNV-10 CRI 85+ 120V WALL 13.7 W STATE ELECTRONIC DRIVER AND GRAY METAL FINISH. OOA 4,000K O Co C3 g LED DECORATIVE PENDANT MOUNT LED CYLINDER WITH SOLID STATE Z o PANEL o ° o I PRIMA 2841-E6-LD-SV-SC-1T-408 CRI 85+ 120V PENDANT 12 W ELECTRONIC DRIVER AND ALUMINUM FINISH. m •MIR• 4,000K ti lot :3 m WALL OR SELF POWERED LED EXIT LIGHT WITH 1 OR 2 FACES AND CHEVRONS rn III J ..iJ1 BEGHELLI VA4-R-SA-AT LED 120V 2 W 6 AS INDICATED AND 90 MINUTE EMERGENCY BATTERY, WHITE PLASTIC. a CEILING MOUNT FIXTURE ABOVE DOOR. N 4 � WALL OR SELF POWERED LED EXIT LIGHT WITH 1 FACE AND CHEVRONS AS J2 BEGHELLI FME-SA-LR-1-AT LED 120V CEILING 2 W fi INDICATED, 90 MINUTE EMERGENCY BATTERY, AND ALUMINUM HOUSING WITH BRUSHED ALUMINUM FACE. MOUNT FIXTURE ABOVE DOOR. LU 9 LED 1.5 W SURFACE MOUNT LED TAPE LIGHT WITH MOUNTING TRACK AND REMOTE K FLEXARAY FAT24-4.4-40-20-TPZ CRI 85+ 120V SURFACE PLF MOUNT SOLID STATE ELECTRONIC DRIVER. 4,000K 3 26W LED DECORATIVE PENDANT MOUNT LED FIXTURE WITH DIE CAST ALUMINUM L BETA CALCO 50-1424-MS-DD 4 CRI 80+ 120V PENDANT 110 W HOUSING, SPECULAR ALUMINUM REFLECTOR SYSTEM, AND DIMMABLE 8 E9 6 4,000K SOLID STATE ELECTRONIC DRIVER. 26W LED DECORATIVE PENDANT MOUNT LED FIXTURE WITH DIE CAST ALUMINUM W 5 LE BETA CALCO (VIA INVERTER) D 4 CRI 80+ 120V PENDANT 110 W 8 HOUSING, SPECULAR ALUMINUM REFLECTOR SYSTEM, DIMMABLE SOLID (VIA INVERTER) 4,000K STATE ELECTRONIC DRIVER. WIRED VIA EMERGENCY INVERTER SYSTEM. HOUSING: LHALD625-CO71 UE LED RECESSED 6" 2,000 LUMEN LED CAN LIGHT WITH SOLID STATE SPECIFIC NOTES: M1 LITON TRIM: LRALD6SSF-151-T40 4,OCRI OOK 85+ OIOOK+ 120V RECESSED 25 W RAT ELECTRONIC ONIC DRIVER, SATIN HAZE REFLECTOR, AND DAMP LOCATION W HOUSING: LHALD625-CO71 UE LED RECESSED 6" 2,000 LUMEN LED CAN LIGHT WITH SOLID STATE V OEXISTING PRIMARY SERVICE LATERAL TO REMAIN. SEE O INSTALL OWNER FURNISHED 1,200A, 3 POLE ENCLOSED2 PROVIDE SURGE SUPPRESSION DEVICE (SPD). THE SPD SHALL M1 E LITON TRIM: LRALD6SSF-151-T40 CRI 85+ 120V RECESSED 25 W 8 ELECTRONIC DRIVER, SATIN HAZE REFLECTOR, DAMP LOCATION RATING. ELECTRICAL SITE PLAN ON SHEET E2 FOR MORE CIRCUIT BREAKER WITH INTERLOCKED 800A EMERGENCY BE RATED FOR AT LEAST 160KA, PER PHASE, SURGE CURRENT. (VIA INVERTER) 4,000K WIRED VIA EMERGENCY INVERTER SYSTEM. m 0 INFORMATION. CIRCUIT BREAKER, BOTH RATED 42KAIC IN NEMA 3R MAXIMUM UL 1449 2ND EDITION CLAMPING VOLTAGE SHALL BE LED RECESSED 6" 3,000 LUMEN LED CAN LIGHT WITH SOLID STATE W Q Li w ENCLOSURE. ENCLOSED CIRCUIT BREAKER SHALL BE 400 VOLTS. THE SPD SHALL HAVE VISUAL FAULT INDICATIONHOUSING: LHALD6R25-CO71 UE M2 LITON TRIM: LRALD6021-SWF-240-T40 CRI 85+ 120V RECESSED 28 w ELECTRONIC DRIVER, SATIN HAZE REFLECTOR, DECORATIVE DISC, AND � � > O OEXISTING 20BY/12OV, PAD-MOUNTED TRANSFORMER AND SUITABLE FOR USE AS SERVICE EQUIPMENT. BOND AND SHALL MEET UL 1449, CURRENT EDITION. 4,000K DAMP LOCATION RATING. CONCRETE PAD TO REMAIN. SEE ELECTRICAL SITE PLAN NEUTRAL AND EQUIPMENT GROUNDING BUSSES. BOTTOM = Lu u- ON SHEET E2 FOR MORE INFORMATION. OF ENCLOSURE SHALL BE AT LEAST 6 ABOVE GRADE. LED OWNER FURNISHED/ CONTRACTOR INSTALLED WALL MOUNTED LED W � 13 PROVIDE DISPENSING EQUIPMENT DISCONNECT (DED) XCHWM3-WT-LED-128-450-CW I—' CIRCUIT BREAKER HANDLES SHALL NOT BE ABOVE 76" CONTACTOR PANEL THAT WILL OPEN ALL LOW VOLTAGE N L.S.I. -UE-MSV CRI 85+ 120V WALL 44 W 2 LIGHT FIXTURE WITH FULL CUT-OFF OPTICS, WIDE THROW -j � 2 l R MAIN E-STOP 5000K DISTRIBUTION, AND INTEGRAL ELECTRONIC DRIVER. x 0 000 UQ 3 PROVIDE UTILITY APPROVED, NEMA 3R WALL MOUNTED CT ABOVE GRADE. THE ENCLOSED CIRCUIT BREAKER SHALL CIRCUITS TO THE FUEL DISPENSING AREA. LED OWNER FURNISHED/ CONTRACTOR INSTALLED POLE MOUNTED AREA a: � v w METER SOCKET. PROPERLY GROUND SOCKET PER NEC HAVE A PLACARD WITH 1/2" HIGH LETTERS PER PROJECT CIRCUIT SHALL BE ROUTED THROUGH THE DED TO OPEN PUMP P L.S.I. XCHM3-3-LED-128-450-CW CRI 85+ 208V POLE MT. 187 W LIGHT FIXTURE AND 20' STEEL ROUND POLE (EPA TO MATCH OR m AND LOCAL REQUIREMENTS. STATING: "ELECTRICAL DATA, P.O.S. DATA, AND INTERCOM SIGNAL CIRCUITS UPON -UE-BUF-DFK208 L J F- GENERAL NOTE 7, SHEET E1, ACTIVATION. DED SHALL BE UL LISTED AND COMPLIANT WITH 5000K EXCEED FIXTURE PER FBC). PROVIDE (2) 20A FUSES. OSS a- Z 0 SERVICE DISCONNECT" ALSO PROVIDE LABEL PER NEC l'- 4 PROVIDE 1 1/2" CONDUIT AND PULLWIRE FOR CT WITH THE AVAILABLE FAULT CURRENT AND DATE. NFPA 30A SECTION 6.7, NEC 514.11, AND NEC 514.13. GES-208-3 8' SURFACE MOUNT SINGLE CIRCUIT TRACK, WHITE FINISH. PROVIDE LLJ z O T SPECTRUM 9 120V SURFACE NECESSARY ACCESSORIES AND MOUNTING HARDWARE. COORDINATE (- CONDUCTORS FROM SECONDARY COMPARTMENT OF CONTACT ENGINEER FOR SHORT CIRCUIT DATA. (STANDARD 8 TRACK) TRANSFORMER TO WALL MOUNTED CT METER SOCKET. I MOUNTING WITH OWNER AND ARCHITECT. NOTE THAT UTILITY WILL PROVIDE CT CONDUCTORS AND g PROVIDE #3/0 AWG COPPER GROUNDING ELECTRODE _ _ _ _ LED LINE VOLTAGE HIGH OUTPUT LED TRACK HEAD WITH INTEGRAL SOLID N o Q GES66 MAKE CONNECTIONS AT THE TRANSFORMER. TH SPECTRUM -SRTTLELE-30W 41 K MD E1 CRI 85+ 120V TRACK 30 W STATE DRIVER, ALUMINUM HOUSING, MEDIUM DISTRIBUTION, AND WHITE CONDUCTOR. GROUND PER DETAIL 3 ON SHEET E9. GES6fiMW 4,100K FINISH. PROVIDE CURRENT LIMITER. PROVIDE 1" CONDUIT AND PULLWIRE FROM METER 9 LUGS FOR TEMPORARY GENERATOR CONNECTION LED OWNER FURNISHED FUEL CANOPY MOUNTED AREA LIGHT FIXTURE AND SOCKET TO PHONEBOARD IN STORE. D PRSU-S-LED-SS-CW-UE MAST ARM WITH ADJUSTABLE MOUNTING BRACKET SHALL BE INSTALLED PROVIDED WITH OWNER SUPPLIED CABINET. U L.S.I. CRI 85+ 120V POLE MT. 131 W W BKA-BO-PRSU-ADJ-CLR 5000K BY ELECTRICAL CONTRACTOR. PROVIDE (1} 20A FUSE. 6 PROVIDE NEW UNDERGROUND SECONDARY (US): 4 SETS PROVIDE 4 SETS OF 4- 350 KCMIL CONDUCTORS AND _ " 1 O # DECORATIVE ELEMENT: D6A 01-LED LED RECESSED 6" 3,000 LUMEN LED CAN LIGHT WITH DECORATIVE DISC OF 4 350 KCMIL CONDUCTORS EACH IN 3 CONDUIT. � PHILIPS # #3/0 AWG GROUND, EACH IN 3 CONDUIT TO PANEL Z / FRAME: C6L-30-N-U-VB-Z10V CRI 85+ 120V RECESSED 37 W ELEMENT, SOLID STATE ELECTRONIC DRIVER, COMFORT CLEAR Q ALSO PROVIDE SPARE 3" CONDUIT WITH PULLWIRE. DESCRIBED BELOW. LIGHTOLIER TRIM: C6L-1520-DL-40K-W-CCL-F7-VB 4,000K REFLECTOR, AND DAMP LOCATION RATING. CONDUIT SHALL BE BURIED 24" BELOW GRADE. AVOID LED 6" SURFACE MOUNT LED CYLINDER WITH SOLID STATE ELECTRONIC EXISTING UTILITIES. PROVIDE WARNING TAPE 12 BELOW 11 INSTALL OWNER FURNISHED POWER DISTRIBUTION AND SPC0606LEDGV-15L-40K-DS10-1- GRADE, PER NEC. PROVIDE 90 DEGREE LONG RADIUS CONTROL CABINETS. SEE DETAIL 9 ON SHEET E10 FOR AA SPECTRUM 602GV-SG-SO-SM-CC CRI 85+ 120V SURFACE 12 W DRIVER, LOW IRIDESCENT SEMI DIFFUSE REFLECTOR, AND DAMP 4,000K LOCATION RATING. CUSTOM COLOR TO MATCH PRE-FAB CANOPY. SWEEPS AT BOTH ENDS. STUB UP CONDUIT INTO MORE INFORMATION. COORDINATE WITH GENERAL TRANSFORMER AS DIRECTED BY UTILITY. UTILITY WILL CONTRACTOR WHO WILL PROVIDE 3/4" FIRE RESISTANT FRAME: LD4A-13-DO1OTE-ERW4A-13-8-40 LED RECESSED 4.5" 1,300 LUMEN LED CAN LIGHT WITH SOLID STATE MAKE FINAL CONNECTIONS AT THE TRANSFORMER. PLYWOOD (PAINTED GRAY) BEHIND POWER DISTRIBUTION BB PORTFOLIO TRIM: 4LW1-GPH-POLISHED-HB26- CRI 85+ 120V RECESSED 22 W ELECTRONIC DRIVER, GRAPHITE HAZE REFLECTOR, AND DAMP LOCATION z. - CABINET. LGSKT41P66 4,000K RATING. .` LED 2' WALL MOUNT LED SIGN LIGHT WITH ALUMINUM HOUSING, 15/45 ' cc PRISMA 076160 CRI 85+ 120V WALL 29 W ; 4,000K DEGREE BEAM SPREAD, AND IRON GRAY FINISH. 1 #,�► LED RECESSED 4" 1,300 LUMEN ADJUSTABLE LED CAN LIGHT WITH SOLID FRAME: LDA4A-28-840-D010TE-LAR25NF CRI 85+ V RECESSED 45 W ' DRIVER, GRAPHITE HAZE REFLECTOR AND DAMP ` DD PORTFOLIO TRIM: 4LAL1-GPH-POLISHED—HB26 120 E STATE ELECTRONIC D E 4,000K LOCATION RATING. FIXTURE: SER-FX-W40/SER-SCL18 RDI 85+ 120V SURFACE 7W 10 SURFACE MOUNT LED TAPE LIGHT WITH ALUMINUM CHANNEL AND LENS POWER SINGLE LINE DIAGRA EE CELESTIAL SUPPLY: DMP-24VDC10OW AND REMOTE MOUNT DIMMABLE 10OW POWER SUPPLY. 4,000K PROJECT NO. SCALE: NTS 114038 NOTES: ISSUE DATE : 1. UNLESS INDICATED OTHERWISE, MANUFACTURERS AND CATALOG NUMBERS LISTED IN 7. ALL FLUORESCENT LIGHT FIXTURES SHALL SHALL LAMPS WITH A CRI OF 80 OR OCT 26, 2016 LIGHTING FIXTURE SCHEDULE ARE INTENDED TO ESTABLISH STANDARDS OF DESIRED DESIGN HIGHER, SHALL PROVIDE 90 LUMENS OR HIGHER PER WATT AND THE BALLASTS SHALL REVISIONS : OR QUALITY AND SHALL BE THE BASIS OF BID. NO FIXTURE SUBSTITUTIONS WILL BE HAVE A POWER FACTOR OF AT LEAST 0.90 AND AT TOTAL HARMONIC DISTORTION OF ACCEPTED. LESS THAN 20% (CURRENT). PROVIDE LIGHT FIXTURES AND LAMPS THAT WILL QUALIFY FOR ANY UTILITY REBATES. 2. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED FIXTURES. 8. PROVIDE PROGRAMMED START BALLASTS FOR ANY FLUORESCENT LIGHT FIXTURE 3. CONFIRM FIXTURE COLORS WITH OWNER. CONTROLLED BY AN OCCUPANCY SENSOR. 4. FOR RECESSED CAN LIGHTS, IF LIGHT FIXTURE IS TOUCHING INSULATION, MODIFY 9. INVERTER UNIT SHALL FEED TYPE 'AE', 'CE', 'LE' AND 'M1E' FIXTURES. CATALOG NUMBER SHOWN ABOVE AS NECESSARY TO PROVIDE INSULATED CEILING (I.C.) RATED LIGHT FIXTURE OR PROVIDE NECESSARY PROTECTION FROM INSULATION, PER AHJ. 10. NOTE THAT A SINGLE POWER SUPPLY WILL CONTROL SIX (6) INDIVIDUAL TYPE 'EE' FIXTURES. CONFIRM LOCATION AND MOUNTING REQUIREMENTS WITH MANUFACTURER AND 5. MODIFY CATALOG NUMBER AS NECESSARY FOR ALL RECESSED FIXTURES IN AREAS WITH ARCHITECT. HARD CEILINGS. PROVIDE REQUIRED MOUNTING HARDWARE FOR PROPER INSTALLATION. DRAWN BY: 11. NOTES THAT DO NOT APPEAR IN NOTES COLUMN OF THE SCHEDULE APPLY TO ALL 6. SINGLE OR DOUBLE FACE AS INDICATED ON PLANS. IF CEILING EXCEEDS 9'-0" WALL FIXTURE TYPES. JLS y MOUNT FIXTURE ABOVE DOOR. /,$` EW8 ti 00A 10/24/2016 9:29:08 AM,Simes&Rosch,LLC } PERMIT DRAWING L l N a o a i N W O ch }.may L � N y 12" X 6" �zzw � j PVC WEATHERHEAD a WEATHERPROOF �� H � y JUNCTION BOX _ x z ° v cli 01" or E9 V DISPENSER AREA , , Z o -�-.-+ 20'-0" I BEAM ENCLOS D 00 CIRCUIT W ' 18" 1810 BREAKER W -� FUEL DISPENSING NOTES NOTES: CANOPY DEC z V V L. N ALL WIRING SHALL BE OIL AND GAS RATED STRANDED SUITABLE FOR EFFECTIVELY o © GROUNDED z � WET LOCATION. DATA & CRIND WIRES SHALL BE TWISTED PAIRS (OIL :v AND GAS RATED). SHIELDING SHALLW o BE PROVIDED FOR TANK MONITOR BUILDING STEEL MAIN BONDING LL ONLY. a... 18" JUMPER 'i � °3 EACH CONDUIT TO A MULTIPLE PRODUCT DISPENSER SHALL CONTAIN A L m MINIMUM OF EIGHT WIRES, AND THEE ARE TO BE SIX TO EACH 3 - 1" PVC CONDUITS _ ' cu MULTIPLE PRODUCT DISPENSER HI—LINE SINGLE PRODUCT DISPENSER. ( ) FULL-SIZED m WITH RSC I ELL FOR GEC o PROVIDE WIRE PRODUCT #1 P-1 6-B, 9-TP, "QUICK PULL" FROM CANOPY LIGHTING GROUND Y cuU CLIFFORD OF VERMONT (1-800-232-0111). co COLOR CODING FOR CONDUCTORS S LL BE AS FOLLOWS: � :. "' ~ METAL WATER #12 AWG BLACK POWER TO DISPENSER PIPE, IF �■. �' N 12 AWG BLUE DISP SER LIGHTS AVAILABLE o O o, 20;_�,, #12 AWG WHITE DISP SER NEUTRAL x #12 AWG GREEN DISP SER GROUND 1" PVC CONDUIT WITH RSC 4 � cn LL #14 AWG BLUE REGULAR STP (CONTROL) 90' ELL TO PVC •. #14 AWG GRAY PLUS SSTP (CONTROL) WEATHERHEAD FOR MUSAK. a m 14 AWG YELLOW PREMUM STP CONTROL 10" x 10" STEEL GROUND ;' - Q #14 AWG BROWN DIESE STP (CONTROL) COLUMN RODS) CONCRETE ENCASED ELECTRODE M #16 AWG VIOLET CRIN + PER NEC T #16 AWG GRAY CRIN - SLAB 250.52. 0) L } #16 AWG BROWN DATA + 2.0.=0.. :.._. :".:. : 20 #16 AWG YELLOW DATA - NOTE: BOND & GROUND ELECTRICAL SYSTEM PER NEC SECTION 250 AND ALL LOCAL CODES AND STATUTES. TEST NOTE: COLUMNS COME WITH 1" GROUND PER SPECIFICATIONS TO ENSURE A MAXIMUM CONDUITS. USE COLUMNS CLOSEST RESISTANCE TO GROUND OF 10 OHMS. ADD ADDITIONAL 0 ® TO BUILDING TO ROUTE CIRCUITS. GROUND RODS AS NECESSARY TO MEET THIS REQUIREMENT. CLASS 1, DIV. 2 CLASS 1, DIV. 1 U) flooll FUEL DISPENSER CLASSIFICATIONS DETAIL 2 CANOPY CONDUIT FEED DETAIL s GROUNDING DETAIL .J Q E9 SCALE: NTS E9 SCALE: NTS E9 SCALE: NTS 0 IIIIIIIIIIIIIIIIIIIN Q O W < _j W - ..1 J = _ Q 0m < V w � cl. z � E-- w :5z Q V E— :5 W � Q STUB INTO CLG PROVIDE ACCESSIBLE J SPACE 6" ABOVEPULLWIRE (WIRING W INSULATION. PROVIDE BY OTHERS). INSULATED BUSHING. CEILIN TELEPHONE BACKBOARD 48"W x 96"H x 3/4" R-54 THK MARINE PLYWOOD. PAINT W/ FIRE RESISTANT GRAY PAINT. SECURITY SYSTEM 3M COMMUNICATION CONTROLLER t (BY OTHERS) J HANDHOLE TANK WITH PHONE MONITOR f GROUND LUG & 6 ROUND OFF TOP W TEL. EQUIPMENT AWG GROUND # f CONCRETE BOX 1 CHAMFER f - FOR DRAINAGE—� .. . , •• FINISHED : - "- 3/4" CONDUIT 6 (SEE NOTE) GRADE 71 PROVIDE THERMOPLASTIC COVER j . TELEPHONE OR DATA 1 r LL- OUTLET, (PROVIDED BY Q. : 691 -I < fa Z ° _k�� SET 6 x 8 GALVANIZED STEEL OR Q lot �. �Z• OTHERS). PROVIDE BLACK IRON POST IN CONCRETE AND V GUTTER TO PANELS SINGLE GANG BOX ANCHOR BOLT (TYP). LENGTH PER FILL WITH CONCRETE ,. . . . d' MANUFACTURER'S RECOMMENDATIONS. t13 18"(LINO) FLOOR `� FILL HOLE WITH CONCRETE. SLOPE TO i ` • 6 CU PROVIDE 1" PVC CONDUIT ° �,_ GRADE SHED WATER. " PROJECT NO. # CONDUIT AND BUSHING LINE MULTIPLE 1 CONDUITS WITH TO ANY PAY PHONES. _ CONDUIT SEALS. QUANTITIES 14038 ,,, 4, q - AS INDICATED ON ELECTRICAL ISSUE DATE : : --,41--5/8" x 10' COPPERWELD DRIVEN SITE PLAN, SHEET E2. TO TO OCT 261 2016 GROUND ROD tD • .: .Q , ,.; Zo DISPENSERS TANKS REVISIONS PROVIDE 2-3" PVC ; " A.. FINISHED FLOOR CONDUITS TO PROPERTY a 4000 PSI CLASS 1 CONCRETE. PROVIDE �.. LINE AS DIRECTED BY •-f •. #3 REBAR 12" O.C. (HORIZONTAL) & 4 AT&T. #8 (VERTICAL) REBAR IN CONCRETE. 18" 18 NOTES: TELEPHONE RISER NOTES: HQUNLT- ROUN 1. CONTRACTOR SHALL VERIFY THE EXACT ELECTRICAL 1. CONTRACTOR SHALL PROVIDE A FULL TELEPHONE SYSTEM, NOTE: CONFIRM LOCATIONS OF REQUIREMENTS OF ALL EQUIPMENT WITH THE OWNER COMPLETE WITH OUTLETS AND WIRING. EXISTING UTILITIES PRIOR TO DIGGING PRIOR TO INSTALLATION. HOLE. IF POLE IS SUBJECT TO NOTE: CONFIRM LOCATIONS OF EXISTING 2. BOX AND CONDUIT FOR ADJACENT TELEPHONE AND DAMAGE, PROVIDE 30" BASE. UTILITIES PRIOR TO DIGGING HOLE. BOLLARD 2. ELECTRICAL REQUIREMENTS AT THE CASHIER AREA DRAWN BY: IS PROVIDED BY GENERAL CONTRACTOR. SHALL BE VERIFIED WITH THE OWNER. JLS COMPUTER OUTLETS MAY BE COMBINED. IF COMBINED, NOTE THAT UTILITY STANDARDS AND DETAILS PROVIDE 4"x4" BOX WITH MUD RING AND 1" CONDUIT. TAKE PRECEDENCE OVER THIS DETAIL. s TELEPHONE RISER DIAGRAM s POLE BASE DETAIL z TRANSFORMER BOLLARD DETAIL tel TANK MONITOR DIAGRAM E9 Em9 SCALE: NTS E9 SCALE: NTS E9 SCALE: NTS E9 SCALE: NTS # 10/24/2016 9:29:12 AM,Simes&Rosch,LLC PERMIT DRAWING t NOTE: LAYOUT OF PANEL IS INTENDED MAIN DISTRIBUTION CONTROLS & RELATED TO CONTROLLED LOAD TO BE DIAGRAMMATIC. ACTUAL LOCATION CABINET DISTRIBUTION CABINET TERMINAL BLOCK FOR v w g OF EQUIPMENT INSIDE THE PANEL AND FIELD CONNECTION U, 7 DIMENSIONS MAY VARY. O N w CONTROL CIRCUIT VFC FROM LIGHTING CONTROLLER v, N nrinnni ii in Z rl x O O � O o ,� O VFC V ® ® ® � Z ..,� TYPICAL C/T 600 KCMIL 00 � AND METER BY NEUTRAL BARr IF 11 1 m 30A W OTHERSWil HE— . eoa �,�oa W ° V o VFC Z � i FACTORY KIRK—KEYED UTILITY ® P G ® 0 ❑ w Q M INSTALLED SERVICE ENTRANCE NEUTRAL—GROUND ® ►� Z BONDING JUMPER CIRCUIT BREAKER �'� w o S ® 0 0 ® ui KIRK—KEYED ® R ® VFC O v .° GROUND BAR ° GENERATOR CIRCUIT BREAKER ® SPD ® 0° ca "MDP" C N TYPICAL PANEL Y 'r U CONDUCTORS 1,200A M.L.O. HOUSEKEEPING PAD L• co FROM UTILITY n n n n n (CONCRETE CURB) cc TRANSFORMER TO CONTROLLED LOAD C:) �, CIRCUIT BREAKER E � ly Ir- x U-)ti t I I l 0 0 0 L t 1 NOTES: 05I I 1 l 0 x 1. TYPICAL CONTACTORS ARE DEFINITE PURPOSE, 30 AMPERE, 3 Z 1 - I - �o � - TYPICAL PORTABLE � I 1 I � � OR 4 POLES. a) � - I GENERATOR I /1 i i i� 2. LINE SIDE OF CONTACTOR IS FACTORY WIRED (#2AWG MIN.) MERIOR TO CIRCUIT BREAKER. N I I LIGHTING do M V I-- — — — —— — — — — — — — — — — FUELING DUITS 3. LOAD SIDE OF CONTACTOR IS FACTORY WIRED (#12AWG MIN.) � rn TO TERMINAL STRIP FOR FIELD CONNECTION. ui r g 46- TYPICAL UNDERGROUND SERVICE ENTRANCE 4. CONTROL CIRCUIT IS FACTORY WIRED (#14AWG MIN.) TO `= 9 coNDurrs TERMINAL STRIP FOR FIELD CONNECTION. INTEGRATED POWER AND CONTROL SYSTEM DETAIL NOTES: E10 SCALE: NTS 1. COMPLETE SYSTEM SHALL BE UL LISTED MANUFACTURED ASSEMBLY AND MEETS REQUIREMENTS OF CURRENT NFPA 70, THE NATIONAL ELECTRIC CODE. 10 TYPICAL CONTACTOR DETAIL IMPORTANT NOTE: THESE DETAILS HAVE BEEN PROVIDED 2. PROVIDE ELECTRICAL CONNECTIONS FOR DISPENSER ISOLATION E10 SCALE: NTS BY THE INTEGRATED POWER DISTRIBUTION AND CONTROL CONTROLS AT FUELING CONTROL BOX. SYSTEM PROVIDERS AND ARE PRESENTED HERE FOR j INFORMATIONAL PURPOSES ONLY. CONFIRM REQUIREMENTS AND DIMENSIONS WITH INTEGRATED SYSTEM PROVIDER. NORTH Q Q Lj w O Q J TO PREVENT ACCIDENTAL W W LL PHOTO SENSOR GROUNDING, CUT SHIELD In W J WIRE AND TAPE BACK J Q OU Q or m Q m TO TYPICAL 120V Z U NON—CONTROLLED IT WEATHERPROOF LB L! :5Z TO TYPICAL 208V TO TYPICAL 120V Q V F-- CONTROLLED CIRCUIT CONTROLLED CIRCUIT W < Q J W AMBIENT LIGHT SHIELD TYPICAL 1/2" CONDUIT 0 0 0 LOCATED 18" ABOVE ROOF LINE TYPICAL 2—WIRE SHIELDED CABLE PSA ASSEMEILY COQ SHIELD WIRE TO PANEL CIRCUIT TO PANEL 1 — PHOTO SENSOR "- BREAKERS NEUTRAL BAR 1 — WEATHERPROOF LB WITH COVER f 1 — 1/2" CONNECTOR 1 — AMBIENT LIGHT SHIELD P P S TERMINALS LOCATED IN y s s INTEGRATED POWER SYSTEM s DLyjit i. NOTES: PROJECT E T N o. 1. SELECT A POSITION ON THE ROOF THAT IS FREE FROM ANY OBSTRUCTIONS. 14038 ISSUE DATE : 2. STUB A 1/2- CONDUIT A MINIMUM OF 18" ABOVE ROOF LINE. OCT 26, 2016 CIRCUITS PREWIRED TO LOAD SIDE OF REVISIONS 3. ATTACH THE ASSEMBLY TO THE CONDUIT USING THE 1/2" CONNECTOR. CONTACTORS F MANUFACTURER 4. TO ENSURE PROPER OPERATION, THE PHOTO SENSOR MUST FACE NORTH NOTES: 5. PULL A 2—WIRE SHIELDED CABLE FROM THE INTEGRATED PANEL TO THE SENSOR. -� 6. CONNECT LIKE COLOR WIRES. IT IS IMPORTANT THAT THE SHIELD WIRE IS CUT AND TAPED BACK AT THE 1. TERMINAL BLOCKS SHALL BE FACTORY WIRED TO LOAD SENSOR TO PREVENT ACCIDENTAL GROUNDING. IF ACCIDENTAL GROUNDING OCCURS, THE SENSOR MAY NOT SIDE OF CONTACTORS. PERFORM PROPERLY. 2. INDIVIDUAL TERMINAL BLOCKS SHALL BE LABELED WITH 7. AFTER ALL WIRING CONNECTIONS HAVE BEEN MADE, ATTACH GASKET AND COVER TO WEATHERPROOF L.B. PANEL AND CIRCUIT INFORMATION FOR SPECIFIC CONTROLLED DRAWN BY: LOAD. 8. IF SENSOR IS EXPOSED TO A BRIGHT LIGHT SOURCE, SUCH AS PARKING LOT LIGHTS, ADJUSTS THE AMBIENT LIGHT SHIELD TO LIMIT THE EFFECTS OF THIS LIGHT SOURCE. JLS 9. CONNECT THE OTHER END OF THE 2—WIRE SHIELDED CABLE TO THE TERMINALS IN THE INTEGRATED PANEL Q ► SYSTEM AS SHOWN ABOVE. ® OVERHEAD CONDUIT ENTRY DETAIL C A� �11 SCALE: NTS 12 LIGHT SENSOR INSTALLATION DETAIL EmlO �11 SCALE: NTS 10/24/2016 9:29:17 AM,Simes&Rosch,LLC PERMIT DRAWING %YUBENCHMARK ELEV=6,01 (NAVD88) PK NAIL AND CLARY ELEVATION DISK IN CONCRETE DRIVEWAY TDP=5.85 STURDIVANT AVENUE INV SW=3.03 CRUS-SC-LED (50' R/W LED CANOPY LIGHT - LEGACY + + + + + + + + + + + + + + + + + + + + + + + + + + ASPHALT 0.0 0.0 0.0 0,0 0.0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0.0 0.0 0,0 0,0 0,0 0.0 0.0 0,0 0,0 0,0 0,0 0,0 0,0 + + + + + + 0,0 0,0 0.0 0,0 0.0 0,0 0,1 0,1 0,1 0,0 0,0 0,0 0,0 0.0 + +0.0 0.0 +0.0 +0.0 U �Q t + + + + + + + + + + + + + + + + + + + + + + + + + 0,0 0.0 0,0 0.0 0,0 0.0 0.0 0,0 0,0 0,0 0.0 0.0 0,0 0,0 0.0 0,0 0,0 0,0 0.0 0,0 0 0 0.0 0,0 0.0 0,0 0,0 0.0 0.0 +0,0 0,0 t } + + + + + 0.0 0.0 0,0 0,0 0,0 IL 0,0 0,0 0,1 0,1 0,1 0.1 0,1 0,1 0.1 0,0 0.0 02 0,0 0,0 0 0,0 0.0 UluU.U U1SIDE VIEWS + + + + + + + + + + + 0,0 0,0 0.0 0,0 0,0 0,0 0.0 0,0 0,0 0,0 0,0 + P + + + + + + + + PERSPECTIVE VIEW + + + + EP 0,0 0.0 0.0 0,0 +0,0 �A I +0.0 +0,0 0,0 0,0 0,0 0, 0,0 ,1 0,1 0,1 +,1 0,1 0,2 PH1 0.1 0,1 0,1 0,1 0,0 O p + + + + r 0.0 0,0 0,0 c❑0l 0,0 0.1 0.1 0,1 0,1 1 0,1 t0,1 0,1 0,1 +0'1 0.1 01 0,1 0,2 0,2 0,2 0,2 0,2 0,1 0,1 0,1�_ tLO C 3 0.0 0,0 +0,0 +0,0 +0,0 n+ + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + 1 0.1 0, t '}' '} + t t t t + t t + t t + t t t t t t + + t t t t + } 0,0 0,0 0 0 0,0 0.0 0 +0,0 0 1 +0,1 +0,2 0,3 01 0,3 0,2 0,2 0,2 0,5 0,2 0,1 0,5 0.4 0.1 0.4 0,5 0,1 0.2 0LJ ,2 0,3 0.3 + 0,3 0, 0.2 0.2 0,2 0,1 + + t 1 0,1 0, +0,0 0,0 +0,0 BOTTOM VIEW TOP VIEW A +0,0 0.0 0,0 0,0 +0,0 0,0 z 01 +0.1 0,1 0,2 0.4 0,5 0,6 0, 0.6 0.6 0,5 2,3 +6.3 1,9 1,1 +6,6 3.1 1,1 3,7 6, + + + + + + 9 1.2 0.5 0.8 0,9 1.1 1 1.0 0, 0.7 0.5 0,3 0.2 0,2 0,2 0.3 0,4 0.5 0,6 __ + + + Qrl + +0.0 + -----, G + 0.0 ------- ----- Q o 0 5 .0 0, , 0,0 +0'0 0, 0,1 0.1 0,1 0,2 + + + 0 1,8 2,0 2,2 2.2 2, 2.6 1,1 0,5 1,0 1,8 1,9 + + + + + + + +0,3 +0.3 + + `+ 1 7 L9 L9 L 0,5 0,3 _._._._._._...3__._._ .....................4___.__._._ 6_.-----.__.0.8_____.__4 9__________0.. 0,16 ---------- 0.5 0 0.1 0.0 +0 0 0,0 O,p XLCM ° LED Area Light 0,0 0,0 0, 0 A 0,1 0,1 0,2 + ° 1.8 2,2 2.0 1.9 10, + + + + + + + + + + + + + 1.0 1,9 2.0 1,6 1.6 2.0 2, 0,5; 0.4 0,3 0,3 0,5 0,8 L2 --- 1,3 1.1 L1 0,9 0 X1 3;� 0,0 0,0 0,0 D _____________________________-__._____________.___+.__.__.__._____+ 0,0 0,0 0, 0,1 0,1 0,2 0.3 + 2,6 „-..- , x 2,0 2,7 2,7 +2.5 2,4 2,8 2. 1.6 +" + 0,4 0,5 0,9 1,5 2.0 2 1 1,7 +,ta_._-_.___-._._1,4 p 0,2 0,6 0.4 0.4 + + + + + 0,1 0,1 0,0 0,0 - ---- -- - ----------- -- ------------------------ NCR TE PARKING AREA 0,0 0,0 +0. 01 0,1 +0,2 +0,4 1,2 2,0 8 3,7 3.9 3,8 4, 3,1 + + + + - 6,4 3,5 3,5 3,4 3,5 2, 2,1 1, +0,8 0,6 X0,4 +0,4 + + + + + t 't2 + + END VIEW , 0 4 �;�---- 0,1 0,0 0,0 '� PERSPECTIVE VIEW 4 +0,0 +0.0 +0, +0.1 +0.2 +0,3 +,5 1,5 +2.4 2 4,0 4.6 4.6 3. 12, + + } + +7.1 3,6 3.6 3,4 +2, +2.2 1 + + + ®' D 1 0, 0 6 1 0 1 9 ,7 2.6 1.5 1.5 + + 0,3 + 2,1 0, 0,1 0,1 0,0 0,0 ®- G 0.0 0.0 0, 0.1 +0,2 0.3 0,5 1,7 2,8 .3 4,1 4,8 3,0 3. 12, + + + + .2 4,1 3,2 2, 2,0 L4 0,7 +0.5 0,5 0, 1, 1, 7 2,6 1,6 1,5 + + 0,3 +, 0.1 0,0 0,0 SIDE VIEW +0.0 0.0 0, 0,1 0.2 0, 0,5 1,8 +3.0 7 4,7 3,5 3,8 6,1 +7.9 9.9 1 X7,8 + + + + + + + + 6,5 0 9,0 4,1 8.5 ; 6.1 3, 4,0 3.5 2, 1,9 1,4 1,0 0,7 0,5 0,5 0,6 1,0 1,7 2,5 2,7 1,9 1,6 1,7 0, 0,2 0,1 0,1 0,0 0,0 0,0 0,0 0, 0,1 0,2 0,3 +0,4 1,8 2, 3, 3,4 6,5 �I,l g + t + + + + + + + + 14, 0,[.)+9.4 4,4 3.2 2,2 1 1.1 0,8 0,6 0,5 0,6 0,9 1,5 2,0 2,1 1,7 16 1,5 0, 0�2 +0,1 +0,1 0,0 + XRMU WLED Area Light 0,0 0,0 0,1 0,1 0.1 0,2 +0,4 +2.1 3.1 33,4 +7.6 +9.3 13. 213 +2 ,2 8,9 14,7 14,3 14,8 16,3 +21,4 +3 + +28,9 18, 3,6 4,0 +2,8 2 t + + + �+ �1 1,5 1,1 0.8 0,6 6 0,8 1,3 15 1,4 1.1 1,0 0,90, 0 1 +0.1 +0.000 +0,0 0.0 +0,0 0,1 0,1 0,1 +0,2 0,4 2,0 +.9 + 3,8 8,1 10, + 2 ,2 3 ,5 + + + + } } �1 AND 2 STORY CDQUINA + + + + + ++7,3 3.7 4;5 3,7 2,8 1.9 1,2 0,8 .6 0,7 0. �6 0� 0,1 + Q + n Q 1 0.0 tb0 O,O0 E-9,62 ° Z 6' WBF J ._. o 0,0 +0,0 0,1 0,1 0,1 0,2 0,4 000 +,1 4.0 O 6� +9 7 12,7 16,4 22,0 34,0 38,7 31,0 26,2 25,2 25,1 23,9 27,1 29.8 +34,8 41,9 +33,5 +26, + + + + + 3 18 6 15,1 13,0 11,0 10.0 9,4 �/,1 4.0 2.0 1.0 + 0,6 + + + �'6PVC 0.5 '1 0.1 0,0 0,0 0.0 END VIEW Y PERSPECTIVE VIEW 3 0.0 0.0 0,0 +0,1 0,1 0.2 +0.3 + + + '7, + + + + + + + N 7 2.1 + 2.9 31.5 24,7 25,7 27 8 20,5 9,0 +3,3 1,4 + + + + + 00 O 0 0,5 z -=1------Q,Q---- 0,0 0,0 +0,0 ° o v + + + + +' + 9,3 4 + CA1 � 46,1 3 A +65, A 5,6 30,2 43,0 lip 47,7 + 6 67, A 36,2 �9, A+68,1 J9 +46.3 pp pQ + A4403 + + + 0,0 0,0 0,0 0,1 0,1 0,2 0,3 ,2 8,7 ,5' 43,2 48, 36,5 + 15,0 4.6 1.6 ,8 0,5 0,2 '0 0,0 0,0 0,0 0,0 SIDE VIEW 00 °co° 0=° °_ °=° °_° °_° 0=° EXISTING RESTAURANT fl 1 STORY STUCCO AND WOOD FRAME w 0.0 0,0 0,0 0,1 0,1 0.2 0,3 1,0 2. 3,8 +9,5 7, 36,1°=° 63,7 30,7 39� °�° 8.5 33,1 374 ° ib3,3 48,6 °�°36 3 t �° °� } F 4,1 34, F�7 2 ® 7,1 45,7 �� 44,1 30, A 9,1 A4 ,3 15,3 4,7 1,6 .7 0,3 0,2 FFE=8,40 Y ,p 0 +p + + A A ®F ®F ®F 3 Q----- 0 0,0 +0'0 U 0,0 0,0 0.0 0,1 +0,1 0.2 0.2 + O � +3,0 tj,2 9, + + + + + + + + Z 0 ' , , � t3.3 34,2 26.1 29,4 32,8 24,1 9,9 +3.5 41 q 1,3 ,6 0,3 0.1 U ,0 0,0 0,0 0,0 0.0 CONCRETE PARKING AREA + + + + + + + t + + + + + + + + + XCHWM3 0,0 0,0 0,0 0,1 0.1 0,1 0,2 0,6 1.1 2,0 4,1 8,5 13,6 14 9 11,8 8,9 �J,9 2 +7,0 X7,2 +I,l 6.6 6,7 6.9 6,5 6,5 6,7 t7 2 8,9 11,5 12,1 10,9 10,9 10,9 tg + + + 3 4,5 2.1 0.9 4 0, 0,1 + + + 0.0 t +.0 :p + + + + LED Wall Mount Light -----Q.Q----- 0,0 0,0 0.0 9 0,0 0,0 0.0 +0,1 0,1 0,1 0,2 0. 0,5 0,8 1.3 2,1 3,4 4,7 3,1 4.6 3.8 +3.4 2 3,1 3.1 +3.0 3.0 +3.0 3,0 2.9 2. + + + + + + t t + + + 9 3,0 3,2 3,6 4,2 4,4 4,3 4,1 3,7 2.9 1,9 1.1 0.6 +.3 0,2 0.1 0.1 0.0 COVERED�QNC O,p +,0 0 0,0 +0,0 0,0 +0,0 w %%UBENCHMARK E + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ELE�(- ,10 (NAS/ 88) + + + + + + + 0.0 0,0 0.0 0,0 0,1 0,1 0,1 0 0.3 0,5 0,8 1,1 1,5 1,9 2.0 2,0 1,8 1,7 .6 1,6 1,6 1,5 1,5 1.5 .5 1,5 1,5 1,5 1,6 1,7 1, 1,5 + 2 + -°+ + + + + rp K1'§AIL ANH-CCLARY E1L VATION I�1ISK 1,2 0,9 0,3 0,2 OO 0,1 0,1 0.0 0,0 0.0 0.0 0,0 ,0 +, + + t IN ASPHALT PARKING LOT 0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0,1 0,1 +0.1 + + t } END VIEW 0.9 + 9 + p,9 + p,9 + p,g + 0.9 + 0,8 t 0.8 + 0,8 + 0 8 tp + t } + + + + + + + 5 0.4 +A. 0,3 + 0,2 + + + T 0 + + + PERSPECTIVE VIEW �- t +p t t t "tEa t n ,9 t } t t t t + + t t t t r- t 7 O,p p,p p,p O,p + +0 + + CONC SWK CONC DRIVE o o ' a CONC SWK a o a ° a c " a a a o o / CONC SWK o ` CONC SWK a G d CONC K ° � a 0,0 0,0 0,0 0.0 0,0 +0,1 +0,1 +0.1 +0, +02 0,3 +0.3 +0,4 0,5 0,5 0,5 �D+0,5 + 0.5 + + + + } + + + + + + + + 2,0+ CONC cI RB t + + BGv-Fo 0,3 0,3 0,2 0,1 0,1 0, 0,0 +0,0 +0,0 +0,0 +0,0 i EP TOP=7 92 + t 2,0' COtC CURB + + + + + +0 + + + + + + + + + + FL=7.02 0,0 0,0 0,0 0.0 0,0 0,0 0,1 0.1 0,1 0,1 0.2 0.2 0.2 0.3 0,3 0.3 0.3 0 3 0,3 EP-7 + + + + + + + + + + + + + + + + + + + + + + + + + + + SIDE VIEW INV=41P13 0,3 0,3 0,3 0,3 0.3 0;3 0,3 0,3 0,3 0,3 0,3 0,3 0,3 0,3 0,2 0,2 0,2 0,1 0.1 0,1 0,1 0,0 0,0 0,0 0,0 0, + + + cn 0 0,0 0.0 0,0 0,0 0,0 0,0 ASPHALT + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '0. +0 + + + + +0'1 + + + + 0,0 0,0 0,0 0.0 0,0 0,0 0,0 0,1 0,1 0,1 0.1 0,1 0,1 0,2 0,2 0.2 0.2 0,2 0 2 0.2 0 0.2 0.2 0,2 0,2 0,2 0,2 0,2 0,2 0,2 0,2 0,2 0,2 0.2 0,2 0,1 + + + + + + 0,1 0,1 0,1 0,1 0.1 0,0 0.0 0,0 0,0 0.0 0,0 0.0 0,0 0,0 0,0 0,0 0,0 Calculation Summary C1 040 Label CalcType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS AT GRADE Illuminance Fc 5,20 68,1 0.0 N,A, N.A, PL READINGS Illuminance F c 0,29 0,9 0,0 N,A, N,A, CANOPY SUMMARY Illuminance Fc 44,90 68.1 18.3 2.45 3,72 ' ". PARKING AND DRIVE SUMMARY Illuminance Fc 9,25 58.3 0,1 92,50 583,00 c0 7 Luminaire Schedule Tota[ Project Watts Symbol Qty Label Arrangement Description Total watts = 7420,801 � SINGLE - _ LLE Arr, Lum, Lumens Arr, Watts ® 20 A CRUS-SC-LED-HO-50 15' MH 0.900 18633 132.4 6 B SINGLE XCHWM3-WW-LED-28-450-CW-UE - 10' MH WALL WASH Q ;IN 0900 3718 44 2 C 3 @ 90 DEGREES XLCM-ET-LED-HO-CW-T90-26' MT HGT 0.900 92811 826,8 , Based on the information provided, all dimensions and luminaire locations -� 4 E SINGLE XRMU-ET-LED-128-HE-CW-UE CANOPY MTD @ 17' 0900 1733 �' • shown represent recommended positions, The engineer and/or architect must 2 1 7 6 10000 ALLIANCE RD. CINCINNATI,DHIO 45242 USA S I N G L E (513)793-3200 FAX(513)793-6023 determine the applicability of the layout to existing or future field conditions, ®> 8 E CRUS-AC-LED-HO-50 - 15' MH 0,900 15144 133,1 LIGHTING PROPOSAL LEI- SINGLE 137079-1 This lighting plan represents illumination levels calculated from laboratory data �> 4 G XLCM-FTE-LED-HO-CW-HSS-SINGLE - 26' MH - LIGHT SOURCE SHIELD 0,900 14636 271,6 GATE taken under controlled conditions in accordance with The Illuminating Engineering Society (IES) approved methods Actual performance of any manufacturer's luminaires may vary due o changes in electrical voltage, tolerance in lamps/LED's and other ATLANTIC BLVD, varialoLe field conditions, Calculations do not include obstructions such as buildings, ATLANTIC BEACH, FL Y:LLS DATE:3/6/17 EV3/7/17 curios, landscaping, or any other architectural elements untess noted, SHEET 1 OF 1 C`f n1 r. ia_­�n, n