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1600 SELVA MARINA DR - PETES TURN DRAWINGS ARCH i I e t JACKS ONVILLE B EACH F , ,;k _ c .1 V J .i _o t C l'-':l�,rl.J /{J r�'.? , Iii i i ,� �'S % I<Y�s' '�L / I'• i j j I � � \ '>�\ _ � \..! � � �--; ��r''��)/ / i > �r'' <: moi. �• li II 'I II I' \ t : 1=�;;�1 4 �r. �:�--/cy�/''\� r <'"i,}, _ � � ., L+'�, • S� � � 'i i '! I ,1 ii (� L� � t, I \ 1 X13 i ,�---� �, }t L. .. ( ^ ;• i 1 it II :i , I' / \ _.� ,nt ; _ �n�?'i"`'') '1 ';jf�i�� . l\ i `' ,, � -"�;,\1.., ,"�� - - 3 i i j= I j� .i i _-- ; -- r-� - ,-�1�; � l� .Ji•..J sLl ( ``-�.,'�.`' l) \,' ',�r LG�\\v ;I / - `.ns ,�Zf _��� I � I I'. .I 1; ..�. i, ', � .,\7�\ ~ •- '/ r ��J `I r � ( \ ��/ ,1 \. � 1 r \ ' L - r - r ,t c v ! \. LtAN� , / . � COMA �� ` � --- - a FOR CEDE : J � - - -_ 5 IE` F-D EACH 5 q, �_ z ! - - - ' , REIT ATLANT B _ _ _ _ n / /� , �' i �F tC L r'C1{ j 'I �_. i Imo' C / r / 1r < { ���A I i , ; ; ; � !I i ; ,I It , , ; il- _{ a.l. L � 1TSF ` - l I , } �� i ADI L] ERM {3S � 'I 1 � I I .� \- \•` , r `� S` OR CON TMJ a���� I 4 '- __.-_y _- i I � I; I '. .'•M E : 1': I I • I [ t ' I \( ' Y I I I I >\' E D ` ,i ' •.\•r _ -'---{'* "-- - ----- A-J l-_. I !� Lam, ��. 'i � � �� ` j SII ?\f\ 3• '` , �-'-.---.. ._---- I ]l k,111111 1 11 3 � Lkkt- I i L . , ILL € Ll I LI 1 I ._.. i � I I ! - _....,.-;•,.,.,-ntea.1 : U u_ ..... ........�-. _ I C i l f1 JUN 3 !u r ✓ I ! j { X�l j I ! 2015 I : I I { I I : I ... ; '� F , ' u tJ i i I 'I { s NXIN l r L I l r I 4. I �;..Tj T =I - y-�--I r..� - L_T L.T �r L TT T- : rT. ...v ......... ..x... :.......a. .. . .. IN loll 111=1111 1111M 1' 11 I'll'I Ill, tip `3y PROJECT A L NTA T DRAWING INDEX - BUILDER/CONSTRUCTOR : LANDSCAPE AND HARDSCAPE : CIVIL ARCHITECTURAL CONT. RPC GENERAL CONTRACTORS INCORPORATED EUTHENICS STUDIO I, 1 PAVING AND DRAINAGE PLAN A5.20 DOOR&WINDOW FLASHING DETAILS _ 248 Levy Road, Atlantic Beach, Florida 32233 P.O. Box 330351, Atlantic Beach, Florida 32233 2 WATER AND SEWER PLAN A6.10 S A R AR ED PLAN &DETAILS Tel. No. 904.241.4416 Tel. No. 904.246.6219STRUCTURAL A6.10 ELEV./LIFT ENLARGED PLANS&SECT. T. email: www.rpcgc.com email: www.kellyehnore.com SO.1 GENRAL NOTES AND DESIGN CRITERIA M0.01 MECHANICAL SYMBOLS AND NOTES ' SLI GROUND FLR. & 2ND FLR.FRAMING PLAN M1.00 MECHANICAL PLAN CIVIL ENGINEER : STRUCTURAL : ✓ S1.2 ROOF FRAMING PLAN M2.00 MECHANICAL DETAILS � S2.1 FOUNDATION DETAILS M2.01 KITCHEN HOOD DETAILS TAYLOR AND WHITE, INC. McVEIGH AND MANGUM ENGINEERING �'~~� �`-- S2.2 DETAILS AND SCHEDULES CIVIL DESIGN AND CONSULTING ENGINEERS 9133 R.G. Skinner Parkway Florida 32256 S2.3 DETAILS ELECTRICAL e.r 9556 Historic Kings Road S., Suite 102 Tel. No. 904.483.5200 S2.4 FRAMING SECTIONS AND DETAILS EO.01 ELECTRICAL SYMBOLS AND NOTES Jacksonville, Florida 32257 email: www.mcveighmangum.comE1.00 ELECTRICAL POWER PLAN Tel. No. 904.346.0671 T E2.00 ELECTRICAL LIGHTING PLAN A0.00 COVERSHEET E3.00 ELECTRICAL SCHEDULES +` email: www.TaylorandWhite.com MECHANICAL ELECTRICAL PLUMBING LS 1.10 LIFE SAFETY PLAN Al R` email: www.cronkduch.com i LOCATION PLUMBING TRUSTED ENGINEERING A1.10 FIRST& SECOND FLOOR PLAN PO.01 PLUMBING SYSMBOLS AND NOTES ;Nib 1514 Roberts Drive, Jacksonville Beach, Florida 32250 P1.00 PLUMBING UNDERGROUND PLAN yrt� Tel. No. 904.342.1075 9822 Tapes Park Circle Suite 201 Jacksonville Florida 32246 24 Cathedral Place Suite 405 St. Augustine, Florida 32095 A1.30 1ST&2ND FLR. REFLECTED CLG.PLAN P2.00 PLUMBING ABOVE GROUND PLAN € p > > > g A2.10 EXTERIOR ELEVATIONS P3.00 PLUMBING RISERS email: www.tmstedengineering.com com g g� Office: 904.302.9848 Fax: 904.302.9850 Office: 904.626.3454 Fax: 904.302.9850 A2.20 EXTERIOR ELEVATIONS . PERMIT ET IEVI I N1 MAY 1 � � 1 A 1.400 DOOR WINDOW W DE TAEILSONS r117 IF S ri U L rl"4 I AL I F rr 1[ 4:::! 4::: C 4z I rr j==100F lu 13 Al- KE- 1 KITCHEN PLAN A5.10 BUILDING WRAP DETAILS . 1 �- --...: P,".:> *Tc.;: _ ._-_. Ce 'i.a.`»*...rt ..wr— "vs'3zy -a;. li: llree.... .v..,,-r __e ._- -...... . a . we.r- —� . .. .. s __ . _ _ _•, �r .. , ^.^.,.... _. a- e... -, ... ._—..+.w..v„—wrr— DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ,•YJ EXIT SIGN WITH BRAILLE PRIOR TO CONSTRUCTION. SEE GENERAL NOTES -----------------..-_ `'_.-_.._.___....__ AT EGRESS DOOR �c I SEE DETAIL 4&5/LS1.10 W M kn o CODE ANALYSIS - FBC2014 N IST & 2ND FLOOR MERCANTILE _-__-- __ ___ ____- _-___- _-____ •o O .� O 1• CHAPTER 6-BUILDING TYPE: fi TYPE V B-UNPROTECTED"SPRINKLERED" MECH. CHASE `` «'�► '%'`' I I fV N �,: o 2• CHAPTER 3-OCCUPANCY: GROUP OA-T,ASSEMBLY9all PI EL V ` ,;xF`'• ,, W Qi 3, AREA$HEIGHT(CHAPTER 5): 1 q 1 ------ HEIGHT= `rJ -- I I - C-- DOOR JAMB t: n E t L= HEIGHT= 32'-6" ' (a)FIRST FLOOR: 1,266 SQ.FT. I ® - - oo c tn (b)SECOND FLOOR (OCCUPIABLE): 959 SQ.FT. TOTAL: 2,225 SQ.FT. 1 i 'tom ; ...__. ___ -� EXIT T I U ��- � 5" X 3" ACRYLIC E I I I I SIGN WITH BRAILLE `r w 4. DETAIL OCCUPANCY REQUIREMENTS(CH.5/504.2) , I 'I i I `, WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN ry BASIS OF DESIGN: . i r.._ Q.._.., _......_.., # .� APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE r i // , I `�, S TO P S I G N S AND MORE I I a Li WITH SECTION 903.3.1.1 THE VALUE SPECIFIED IN TABLE 503 FOR 1 (AT LATCH SIDE) 'g O _ MAXIMUM BUILDING HEIGHT IS INCREASED BY 20 FT.(6096 MM) II / ` �1 i- _._ v , MOUNTING HEIGHT C) O ry AND THE MAXIMUM NUMBER OF STORIES IS INCREASED BY ONE. ' _ E -_ . a t Q AREA ALLOWED:UNLIMITED CHARACTERS SHALL BE = PROVIDED AREA: 2,225 SF n T �Q I I 1 40 INCHES MIN. ABOVE I N N FLOOR FINISH N -- ----- — - --- ._ _.._ _---- -------- - ---- +� �.---- 00 MAX.OCCUPANCY ALLOWABLE PER FBC.2014 CH.10 '\� i Q I z I I 0 5. IST FLOOR INCLUDING COVERED TERRACE: �+ -800 SQ.FT./15-53 OCCUPANTS ASSEM�LY (A-2) I 18" X 18" CLEAR FLOOR CONSULTANTS: , \ EATING AREA Q I SPACE — CENTERED ON 0 2ND FLOOR: O� 200 OCCUP/'ll►NT LOAD TACTILE CHARACTERS BUILDER/CONSTRUCTOR: F__ 1100 SQ.FT./15 = 73 OCCUPANTS = 73 RPC GENERAL CONTRACTORS INCORPORATED i 1 , 248 Levy Road,Atlantic Beach,Florida 32233 ' Tel.No.904.241.4416 z NUMBER OF EXITS&CONTINUITY(CHAPTER 10)T1019.1 1 , 5 TACTILE SIGN PLAN LOCATION (2)EXITS REQUIRED PER FLOOR U 3 PROVIDED-FIRST FLOOR EXIT SIGN WITH BRAILLE LLE L31.10 = email:www.rpcgc.�m z O __' _ _ _ _ Scale: 1 1 -0 w (2)PROVIDED-SECOND FLOOR AT EGRESS DOOR I -- CIVIL ENGINEER: SEE DETAIL 4&5/LS1.10 _-_. - __ / 1_...._.._..__ TAYLOR AND WHITE,INC. 6. EXIT ACCESS TRAVEL DISTANCE T 1016.1 =250 FT.-REQUIRED 1 ; ENGINEERS CIVIL,DESIGN AND CONSULTING EN (a)FIRST FLOOR-CURRENT MAX.TRAVEL DISTANCE-55 FT.- 'j .'lam __ L ; I ( 9556 Historic Kings Road S.,Suite 102 o __-.- � WIDTH =41.5"WIDE(COMPLIANT 250 FT.>55 FT.) - y' ,P i i ! i ' '' Jacksonville,Florida 32257 •� h_ E �. _ _ T _... f, Y f . r I _ �_ i 1/8 MODIFIED ACRYLIC Tel.No.904.346.0671 1 , ; 0 7• STORIES W/1 EXIT(SECOND STORY)29 OCCUPANTS&75 FT. -- - ------ - - ! IMPACT AND MAR RESISTANT email:www.TaylorandVAiite.com • TRAVEL DISTANCE-REQUIRED - _ - I NON—GLARE FINISH LANDSCAPE AND HARDSCAPE: �_ ______ �____ i „_ 1 GENDER GRAPHICS Ln EUTHENICS STUDIO z (a)SECOND FLOOR-CURRENT MAX.TRAVEL DISTANCE-34 FT.- l I `lf 1/32” PRECISION CUT P.O.Box 330351,Atlantic Beach,Florida 32233 w COMPLIANT 75 FT.>34 FTJ 21 OCCUPANT I 1 Tel 90 9 ( ) --__ --_---_- O RAISED LETTERS ABOVE THE -- I .No. 4.246.621 1 -- — ADA GRAPHICS OF THE SIGN email:www.kellyehnore.com SURFACE ! .._.....- 8• FIRE PROTECTION SYSTEM(CHAPTER 9) _ __--_. ____ _______ _ ___ __-;, Q 1 12 113 14 15 16 17 18 19 20 21 ___ __._ _._. m SECTION 906 PORTABLE FIRE EXTINGUISERS:WITHIN 30 FT.OF I I 1 ,, ' — STRUCTURAL COMMERCIAL EQUIPMENT 11 10 9 8 7 6 5 4 3 2 1 == % �` — — — — /�I�t-1 McVEIGH AND MANGUM ENGINEERING Tel. .904.483. Florida 32256 3 PROVIDED-COMPLIANT STAIR FONT TYPE 1 No Skinner5200 —--_-------__. T_�_—__-; ._ ____..__�___ _--T ____-_—_: SAN SERIF — z O email:www.meveighmangum.com o I 202 -- __ ;.T' �� U S EX `L' — O v.:. ;_ _ cL i CLEAR DOME—SHAPED >_ ; � MECHANICAL ELECTRICAL PLUMBING Q ____ __.._ 1/32 PRECISION CUT °° °. .� GRADE 2 BRAILLE z � '� °° z O = TRUSTED ENGINEERING z I RAISED LETTERS ABOVE z C--)j z 1514 Roberts Drive, Jacksonville Beach,Florida 32250 PLUMBING FIXTURE COUNT FPC TABLE 403.1 ' THE SURFACE OF THE SIGN p Tel.No.904.342.1075 (ASSEMBLY/Ar2d/RESTAURANT, T) (.::::. _ _ _ _ __ _ _ email:www.trusteden ineerin .com BANQUET HALLS&FOOD COURT) � 8 8 Q CLEAR, DOME—SHAPED C-) FIXTURE TYPE REQUIRED PROVIDED GRADE 2 BRAILLE REVISION: DATE BUILDING DEPARTMENT o (a) WC&URINALS (M&W)1 PER 75 (MEN&WOMEN) EACH 1 COMMENTS 05/25/16 2 SE OND FLOOR LIFE SAFETY PLAN v (b) LAVATORIES (M&Illl)1 PER 75 (MEN&WOMEN)1 EACH LS1.10 Scale: 1/4"= 1'-0" 4 TACTILE SIGN VERT. LOCATION Ch EXEMPTED AS PER 410.1 '1' (c) DRINKING FOUNTAIN 1 PER 500 LS1.10 WATER IS SERVED Scale: 3"= V-0" o ry (d) SERVICE SINK 1 SERVICE SINK (1) A, O a^ Q n Cn SEAT COUNTS: Lij FIRST FLOOR : 16 PERSON (SEATED) SECOND FLOOR : 25 PERSON (SEATED) ry TOTAL SEAT COUNTS : 41 SEATS I RCHITECT'S SEAL I v' MECH. CHASE o I I � . ED I EL V I � o I ELECT./HVAC/STO. KITCHEN/SERVING BAR 101 109 � � � � � � � � � � � � 107 PE >> II ry LIGTHWEIGHT TRUSS SYMBOL I ® �I TRAVEL DISTANCE = 50 —0 4 SEE DETAIL 3/LS1.10 w LEGEND — _ Q z m N EXIT SIGN WITH BRAILLE I j TRAVEL PATH AT EGRESS DOOR I ' - co Q o SEE DETAIL 4&5/LS1.10 ' = z = SEATING AREA HANDICAP TABLE WITH I Q C EMERGENCY EXIT LIGHT ` r---; 100 ATTACHED ADA APPROVED ' z L,J CADD DWG. FILE NO. = I I HANDICAP SIGN ' I z V) o ---J w � ry r x �. X' SCALE: z n / O ' z AS SHOWN 60" DIA WHEEL CHAIR CLEARANCE II ' COVERED TERRA ff CADD USER ID: o I {- ' '`. �i '._ > ,.� O 1 24 TO THE LEFT OF MAIN DOOR \ EdpE ry Lj Li '•::y t j ,>` ' I PROJECT PHASE: HANDICAP TABLE WITH I , O cn ATTACHED ADA APPROVED , �S�... tip,. `, L--- 3 LIGHTWEIGHT TRUSS SYMBOL DETAIL PERMIT SET ,. I �� " ASSEMBLY A-2 '/ itXIT SIGN WITH BRAILLE PORTABLE FIRE EXTINGUISER HANDICAP SIGN I -. SS ( ' AT EGRESS DOOR (I t 1.10 — O I � -•-- Scale: 3°= 1'-fir"' PROJECT NUMBER ry PE , OCCUPANT LOAD SEE DETAIL 4&5/LS1.10 J -~ I , \ = 53 RESTROOM SIGN WITH (I CDA0008052015 Q PE J BRAILLE SEE DETAIL �1 4&5/LS1.10ry — -� Li C-----r--7-7 7--1--7-7-7--1--r-- 00000 oa000 U I I I I I I i l l l O O w I I I I I I I I o o , CONSTRUCTION TO RAG P = I I I I I I U < [7103Q I i = 112 1,13 114115-116 17 118119120-121 1 i STORAGE MEN I I I WOMEN 4101=-91s7 4 i 104 105 L --- 106 1 Y 11 8 6 5 3 2 1 1 STAR I Z I RVICESIN( � � / I � PETE'S TURN f 0 ry C) WATIR 1 / `�✓ WATM) I ABCC I c-=L=L-1-- --I Q CN 1 ST & 2ND FLOOR C EXIT SIGN WITH BRAILLE LIFE SAFETY PLAN ry AT EGRESS DOOR A, o SEE DETAIL 4&5/LS1.10 U % These materials are co ri hted and rotected under Section 102 of the Architectural Works Copyright Protection 1 FIRST FLOOR LIFE SAFETY PLAN i# PY 9 P Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and �!10 Scale: 1/4"= V-0" M LS1w10 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES C14 kn i•�•a M N FOR HARDSCAPE ,LANDSCAPE AND n 10 TEE 00 � o FINISH FLOORS LAYOUT REFER TO � 4 Owno rq H ITE T D RAWI NGS �- loM WILD DUNE - LANDSCAPE ARC C �. BUNKERING t�+ rtilr��:,�* ..�,!`" Y;'• C� ice+ 00 18th GREEN C-i N 1 o �o WALKERS PATH ONLY ON 4 WIDE BERMUDA w S H E R M A N S C R E E K THROUGH BAHIA ROUGH COQUINA PATH o -g o < �. H U Q N N _T PROJECT 00 WILD DUNE BUNKERING z O CONSULTANTS: ry EAT WALL BUILDER/CONSTRUCTOR: oRELOCATED DATE PALM RPC GENERAL CONTRACTORS INCORPORATED z 248 Levy Road,Atlantic Beach,Florida w I z RELOCATED DATE PALM '1P.,� Tel.No.904.2 1.441 o " CART PARKING email:www.rpcgc.com 1 � CIVIL ENGINEER ", I- f ) TAYLOR AND WHITE,INC. _� "-- BAG TROLLY S 1 I S YL V E S T E R DATE PALM CIVIL DESIGN AND CONSULTING ENGINEERS CART PARKING , , PARKING 9556 Historic Kings Road S.,suite l02 � � / Jacksonville,Florida Tel.No.904.346.0671 '; iJ email:www.TaylorandWhite.com 0 WILD DUNE l��f - LANDSCAPE AND HARDSCAPE: r`^%���Y � � EUTHENICS STUDIO BUNKERING P.O.Box 330351,Atlantic Beach,Florida 32233 E UPA Li RELOCATED DATE PALM a Tel.No.904.246.6219 i d Q 4 , � ,I 0) r� `�0) '� a email:www.kellyeknore.com d e Q % : J / a a a STRUCTURAL: WILD DUNE McVEIGH AND MANGUM ENGINEERING �° 8' CART PATH ' `` 9133 R.G.Skinner Parkway Florida 32256 " '"° BUNKERING i� O1 — email:owww.mcve 5200 Tel. O � 1�` arc '' I ,�'����++ r�l —1 � MECHANICAL ELECTRICAL PLUMBING -------- - -------- ---- - - r-------- - -- TRUSTED ENGINEERING z Q 1514 Roberts Drive, Jacksonville Beach,Florida 32250 z Tel.No.904.342.1075 a email:www.trustedengineering.com 20' SETBACK v a ' REVISION: DATE z a. a O U Li cn w N ri C O BEgC YORK WOOD BRIDGE Li N DRIVE 0 0 w ARCHITECT'S SEAL M SEGMENTAL RETAINING I- 0 0 w U 0 O r JEA EASEMENT / TRANSFORMER Li ry 10 x 10 Li w PRACTICE GREEN 9' WIDE, 6" THICK CONCRETE : - CART PATH ry # 1 TEE . =n CART PARKING CADD DWG. FILE NO. r"R U F— �k O `$Mi3.# SCALE: Q } �ry AS SHOWN , �r { S H E R M A N S C R E E K 0 as CADD USER ID: w WILD DUNE EdpE ry - �, PROJECT PHASE: :, BUNKERING Li �� h a 4 PERMIT SET Q* PROJECT NUMBER U om di ry = CDA0008052015 w . .. rT QP ` rr" rF - 4l Llry U CONSTRUCTION w _ X -C. U I 4rn r1t _ !t4 d P ` .� � . PETES TURN zt ARCHITECTURAL SITE PLAN ABCC1 '° •1. o=ff * �00 Scale: 1/16"= 1'-0" €F r: 5tARCHITECTURAL a gs ' t SITE PLAN & fi T CD rr, P OJECT LOCATION 0 2 LOCATION MAP These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection LOCATI �00 Scale: NTS AS1 000 protections apply to the overall form of the structures, the arrangement and L(DCATION • Act of 1990. The copyright p pp y 9 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 2'-0" CONDENSING UNIT 33'-0" 4 LOCATION-BEYOND 2/A2.10 - DO NOT MEASURE DRAWINGS RE:MECH.DRAWING 1 A6.10 / NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES A3.10 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1 F� . PRE-FABRICATED 60"DIA. ,��,�yi MTL.SPIRAL STAIR TO MEET � �y, <„y� „ N v� KITCHEN EXHAUST 1, -' --- - FLORIDA BUILDING CODE 6 1/2 w M N r RE:MECH.DWG. 5'-0" 7°-104"-----��•---t 3'-0" 4�� 7'-0" 4�, 7'_0" 4 EGRESS REQUIREMENTS M •v - - - - - - — _- - - - - - - - - - - -- - - - - - -- - - _ — - N- -- --- � oo � o �� ( -.. % Eq I o GYPSUM BOARD M M CEILING i' N CUSTOON MECH. CHASE � , I I , N �, METAL STRUCTURE/BEAM i l F a. METAL POSTS W/<< KING SIN WAVE-SCROLL'BRACKETS(TYP.). 0 _r] GYPSUM WALL BOARD D i 1' FABRIC AWNING(ADVANCED AWNING& �j h i ! I �- 1 PAINT FINISH : X N EL �.. - - _.... _... ' DESIGN LLC 904-724-5567) i o 1 o 101 - -- ------- ----- - BOTH SIDES .» M N : 07 I N N ® _..__....__._._..._..._.._ C/1 i jj ._.__. _. --. I i U —INLj ! I j QI VV 2 x 6 WOOD STUD p Li SPACING © 2 0 / V f Yry N Q -. - t --_- _....--f j__ i _ % -- - — ONO 2 U i D A6.20 --.._...... _.._..._... .._..._----- --........ ....�r _ - 14 Z I I ( PLAN GYPSUM WALL BOARD CONSULTANTS: v VAULTED CEILING OUTLINE ABOVE 0 BOTH SIDES H BUILDER/CONSTRUCTOR: 0 0 I o I N RPC GENERAL CONTRACTORS INCORPORATED 0 0 SEATINGAREA Q 248 Levy Road,Atlantic Beach,Florida 32233 w Q N 200 I \ Tel.No.904.241.4416 \ I I 5" WOOD BASE email:www.rpcgc.com Z I ,' CIVIL ENGINEER: w FINISH FLOOR I: � WHITE,ONSUL _. TML E F- - - -- - --- , C DESIGN AND TING ENGINEERS - , BASE 9556 Historic Kings Road S.,Suite 102 - - - - Jacksonville,Florida 3 257 m k' I WALL .904.346.0671 ' 3 emaill owww.TaylorandWhite.com m m:,, O FIRST FLOOR -�.� -.. - INTERIOR I __ ---- LANDSCAPE AND HARDSCAPE: j , 2625 EUTHENICS STUDIO 02 i J _ 6 1/2" P.O.Box 330351,Atlantic Beach,Florida 32233 ------...._-_---__....._.._.._...._} I l Tel.No.904.246.6219 z ; 1 Q ----- r email www.ke y lmore.com w 11 e I ^ DN I ( RESAWN REBUTTED / STRUCTURAL: !.. ___ __` I I i' SHAKE EXTERIOR BOARD McVE1GH AND MANGUM ENGINEERING O rIN 12 13 14 15 16 17 18 19 20 21 % FINISH GYPSUM 9133 R.G.Skinner Parkway Florida 32256 m� N ( ' —__ —__ t.._ _ ---( — CEILING Tel.No. ry o-) 0 � 1 11 10 9 8 7 6 5 4 3 2 100 � 904.483.5200 email:www.mcveighmangum.com _ I - r - ' / 1 1 ........... __....._.._.._._....-._.......; �{ ��^T / 1/2" GLASROC S H E A T H I N ry STAIR ` 1 2" GLASROC m 1 r ��` EXTERIOR SIDE SHEATHING MECHANICAL ELECTRICAL PLUMBING 202 - ---- �- ---.---_----------._._._.-.____-- � / 1` o EXTERIOR SIDE TRUSTED ENGINEERING z ,.a 2 I / 1514 Roberts Drive, Jacksonville Beach,Florida 32250 Q N Tel.No.904.342.1075 Z 2 6 2 6 2 6 2 6 2626 - -- ---------------__.----___.--- ___ email:www.trustedengineering.com 0 1 CEIL. STACK 1x6 P.T. PINE w _ -7' 0„ 4 7'-0„ 4 6'-3i„ REVISION: DATE DEPARTMENT DATE _ 2)—Op; - 1�, �„ _ z 2 BU TMENT 05/25/16 40'-0" � A6.10 2x6 WOOD STUD COMMENTS 0 SPACING @ 24" O.C. U 2 SECOND FLOOR PLAN 'N 1 Cn A3.10 2/A2.20 � A�•�o Scale: 1/4"= V-0" � 2/A2.1 0 w � 0 40'-0" 12'-0' RESAWN/REBUTTED G CONCRETE SLAB AS PER STAIR 1/2" GLASROC SHEATHING 0 MFR.SPECIFICATIONS SHAKE EXTERIOR PLAN o CONDENSING UNIT LOCATION FINISH I RE: MECHANICAL D WI G 1 PRE-FABRICATED 60"DIA.P Q KITCHEN EXHAUST-ABOVE x'10 4 a_ RE: MECH.DWG. A6.10 B ILD G LA O I �.'>..xfi � - �- o RE:SHEET A3.10 `x r,: ,• y-__k - � ,_0„ 8,_6„ 26 -6 ' 10'-0" 1 ,-10" 5 WOOD BASE RCHITECT'S SEAL M —_.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - — � PASS THRU WINDOW FINISH FLOOR / W/ROLL UP � o I I BASE -------------- o — — 1 A MECH. CHASE 3 3 _____.--__ METAL STRUCTURE I BEAM ON CUSTOM TYP. 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SEE GENERAL NOTES �o w M O N N O �O ' N X00 i--r 000 M „ U c Cc, LLJ a C) Q Q U N N ON Z 0 2/A2.10 U CONSULTANTS: O 1 BUILDER/CONSTRUCTOR: w 11'—4 11'—4$" RPC GENERAL CONTRACTORS INCORPORATED z x'10 248 Levy Road,Atlantic Beach,Florida 32233 o BUILDING PERIMETER STANDING SEAM Tel.No.904.241.4416 OUTLINE METAL ROOFING email:www.rpcgc.com z w ,I I ; CIVIL ENGINEER Fy- R TAYLOR AND WHITE,INC. ?i 1 CIVIL DESIGN AND CONSULTING ENGINEERS � I is i ,, O 9556 Historic Kings Road S.,Suite 102 ry � i Jacksonville,Florida 32257 46 0 email: Wlntecom Taylorand E -1N { — LANDSCAPE AND HARDSCAPE r� I EUTHENICS STUDIO Q i l; { P.O.Box 330351, f Atlantic Beach Florida 32233 _ -� -_._-- --W _ i I Q. r Tel.No.904.246.6219 O email:www.keflyelmore.com I I Q � � ! — -- -- - -- STRUCTURAL McVEIGH AND MANGUM ENGINEERING O jH 9133 R.G.Skinner Parkway Florida 32256 _ _ -- - __ ------------------ Tel.No.904.483.5200 email:www.mcveighmangum.com MECHANICAL ELECTRICAL P LUMBIN Q __._.._.. ._.... -----.._......__...----- -- --- -._----___--___ -—_ _ TRUSTED ENGINEERING t Z I ! 1514 Roberts Drive, Jacksonville Beach,Florida 32250 o i I Tel.No.904.342.1075 ---------------- --- --- - ---------------------- ---_-_ -- - ------ _-- - ---- email:www.trustedengineering.com DECORATIVE I z METAL FINIAL d N 1 ' 3 REVISION: DATE O VJ U LLJ I II — — ------ -----. -- i� ----- --------------------------- --- — --- --- -- --- --- ---_-- rySLOP { w o SLOPE N I 6 : 12 Il o 6 • 1_2_— FABRIC AWNING ----- BELOW \ Qo o iit LI ; i i r• , Q i s q (i ; t W i _ I ! 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Unauthorized use of these materials can result in substantial criminal and civil liability. PERMIT SET DO NOT MEASURE DRAWINGS 1 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES .10 2 -� PRIOR TO CONSTRUCTION. SEE GENERAL NOTES TYP. ] I LEGEND N W M 0 M I 0 o o 6 1 5: 8n 2'x4'WHITE VINYL ROCK ACOUSTICAL M M CEILING TILE ON WHITE ARMSTRONG GRID MECH. CHASE .. . •. . . . • • : .. '� � �yr� ��Ioory, �? r N V1 ELEV �I� ~ 00 Y, 5/8"THK.PAINTED GYPSUM BOARD OVER METAL HAT CHANNEL x j O �p j 201 00 ATTACHED TO THE UNDERSIDE OF FLOOR JOIST. ,� O E jl I ,Vy. 001 O1 ry HEN LLLV. h ai 22, �„ a w p c. 5/8"THK(EXTERIOR GRADE/MOISTURE RESISTANT)PAINTED GYPSUM U Q >> BOARD ATTACHED TO THE UNDERSIDE OF FLOOR JOIST OR TRUSS TO CREATE THERMAL BARN ER OVER GYMSUM SHEATHING. N N VAULTED CEILING SEATING AREA DIA.CEILING FAN SECOND FLOOR SEATING AREA FINISH CEILING: � ORAS PER OWNER/ o O CLIENT SELECTION ALTERNATE#1 :1x6 T&G FIELD z O ry U CONSULTANTS: w 4x12 P.T.WOOD BEAM BUILDER/CONSTRUCTOR: O W/SCROLLED ENDS FF LIGHTING FIXTURE SCHEDULE RPC GENERAL CONTRACTORS INCORPORATED UEILNUz 248 Levy Road,Atlantic Beach,Florida 32233 w O I �. �• I Tel.No.904.241.4416 O d. email:www.rpcge.com QD z PAINTED BEAD BOARD 2x4 RECESSED MOUNTED FLOURESCENT LIGHT FIXTURE CIVIL ENGINEER: w CEILING FINISH-TYP. TAYLOR AND WHITE,INC. ~.ASF.. CIVIL DESIGN AND CONSULTING te G ING INEERS LINU 9556 Histori Kings Road Suite 102 RECESSED LIGHT FIXTURE ry O Jacksonville,Florida 32257 w Tel.No.904.346.0671 O CEILING SURFACE MOUNTED INCANDESCENT LIGH r FIXTURE email:www.TaylorandV hMte.com LANDSCAPE AND HARDSCAPE: cn EXHAUST FAN EUTIIENICS STUDIO Q 2-6x6 BRACKETS P.O.Box 330351,Atlantic Beach,Florida 32233 W ----. 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Unauthorized use of A1•30 Scale: 1/4"= 1'-0" these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 7-1 C14 lin W M O N C� 6� w � DECORATIVE 00 0 RIDGE HEIGHT METAL FINIAL 40 o aio 32'-71/2"A.F.F. — — — — — — g cn C cn o � ref FRESH AIR RETURN 12 DUCT OUTLINE a 8 RE:MECH.DRAWINGS — ACTIVE WOOD +� C oo to O _ rA � 'e M a' o 65� I-q U U O ! I a Ljj ry f , I A.+ 012 STANDING SEAM4 w 6 METAL ROOFING O C) U Q2ND FLOOR TOP OF PLATE U = 22'-6"A.F.F. I ! I' : II '' 1 300 is CIS Li Y I iI jl 1; --- :--- ------- --------.....— -- i !i I i ry ?I CONSULTANTS: i i LL-0 .. ' ' j I 3x6 RAFTER TAILS BUILDER/CONSTRUCTOR: -77 t (�2'-0"O.C. 4x12 BEAMS W/ RPC GENERAL CONTRACTORS INCORPORATED G 248 Levy Road Atlantic Beach Florida 32233 w SCROLLED ENDS __ I ' I ! 3 z WOOD FRAME Tel.No.904.241.4416 0 BLY email:IL,'I I ! 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The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES N DECORATIVE tn METAL FINIAL Wo 00 0 00 RIDGE HEIGHT — — — — a� N ZZ N 32'-71/2'A.F.F. — — — — — �" •� o o ° o yo 12 �p a 8 DECORATIVE 1 � rF WOOD LOWER o N TM 00 o00 M V W 0 ry D STANDING SEAM I U METAL ROOFING ij ;I I I ! a6 O w ! I ji O (' N _ I I' 0 2ND FLOOR TOP OF PLATE U Q22'-6"A.F.F. 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I CAL PLUMBING WATER TABLE w :, �, j MECHANICAL ELECTRI z ox I TRUSTED ENGINEERING 'MM-- - r--r - I � � 1514 Roberts Drive, Jacksonville Beach,Florida 32250 z r j..r.:` r r 1 z Tel.No.904.342.1075 Y l i ' ...�. .. .__ ! L.J _..._ y -L _,� -��`T__,. f emailwww trustedeng eenng m o GROUND FLR.FIN. -� f. �. T i W - 0'-0"A.F.F. • m .co Q Q REVISION: DATE 1 BUILDING DEPARTMENT 05/25/16 COMMENTS 0 U w 1 NORTH EXTERIOR ELEVATION Li Scale: 1/4"= 1'-0" 0 ry 0 Lij0 Q A3.10 1 i DECORATIVE V) RIDGE HEIGHT - - - - - - - METAL FINIAL_ - 0 32'-71/2"A.F.F. Li ( I I ARCHITECT'S SEAL I ( , M Ii I jj D ( I I Cn H BREAK Ld ' ROOF PITC LINE 0 r'. W 12 STANDING SEAM . i w Q6 METAL ROOFING I 2ND FLOOR TOP OF PLATE - Q 22'-6"A.F.F. I Is I is ? f j Q -- -- I , y j CADD DWG. FILE NO. T 3x6 RAFTER TAILS - w @ 2'-0"O.C. -. ! ' �! 3x877 -0RAFTER TAILS II o i iI ' WOOD COLUMN 4x12 BEAMS W/ Q I r'', I I SCROLLED ENDS AS SHOWN /' Ui U L w ALUM.POWDER COATED - ___ ___ _ - -- - - -I Q RAILING-TYPICAL i >--;i 2 6x6 BRACKETS Z I I i - CADD USER ID: o HALF ROUND GUTTER AND ! I ; i �I I i ! ! Ed E Li , TRIM SEE DETAIL 3/A3.10 ! - - ry I `� I. I' I I fi I COATED RAILING f ALUM POWDER I __� ,� _ i PROJECT PHASE: __ V) 2ND FLOOR FINISHED - - ILA ". __ __."___. -- ! _ IL - - TYPICAL ry 12'-6"A.F.F. -- - -- - r ' ;_ . - _ 1 � PERMIT ET 3 I ! OJE i f 1 I - _ — - - i __ TOP OF PLATE ! >- ! - CDA0008052015 _ - L-=--�- - J �10'-0"A.F.F. i ! f I E i Li METAL STRUCTURE/BEAM ON CUSTOM —'_ - '— 1- - - _> - KITCHEN T EXHAUS I ! 3 w METAL POSTS W/FLANKING — I , - 'WAVE-SCROLL'BRACKETS P. . ? ' �y-! '�--= I �_—_� 1-:�-�— �-�—� �=-�--i- -�- -- � RESAWN/REBUTTED FABRIC AWNING ADVANCED AWNING 8c ! I E e I SHAKES LlCONSTRUCTION �- DESIGN LLC 904724-5567 , i I 3 1 - -. _.. I { l_ ....... : �._..�. ;.. ....... ...._._ .....--.........I >........... ._.._. _�...._..� ''.........' �.__....� .....`. ......._. ...... { ._...., I 't _�LI r ...I 1 ..}� �\�f i �. 3 I , }J : i I o BRICK VENEER iL _ .-.— �-�--- -� � �--- - -�---�_�__._ -.._._...� .-- -1-----�_i-- - - �__ _ ._�-- L� PETE'S TU-RN V I WATER TABLE I � O _ T � - �_ - - - - - ---- - --- �.__:T __ � _ _ :� - __ - ND FLOOR FIN. - - - -,- G ou oo - T - _ a 0'-0"A.F.F. �[._ FABRICATED 60"DIA. MAKE-UP AIR EXHAUST SPIRAL STAIR TO MEET LOUVER VENT o FLORIDA BUILDING CODE RE:MECHANICAL DWG. cv EGRESS REQUIREMENTS EXTERIOR Q � � (SEE SHEET A6.20) ELEVATIONS (_2 WEST EXTERIOR ELEVATION 0 �•2O Scale: 1/4"= 1'-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A2020 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ---------------- ---------- ----------------------- ------------------------------- DRINK RAILING ........................................................................................................... ................... ............ TACK 1x6 P.T. PINE DO NOT MEASURE DRAWINGS .................................................................................................................................................................................................................................................. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ................ ............. INTERIOR FINISH PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ............ .................... ------- .......................... ALUMINUM POWDEIR 8X8 WOOD COLUMN COATED RAILING RE: STRUCT. DWG. C14 01 ---------- Cis) SYSTEM ---------- --------------------- ----------- -------------- ------------ "A *.j N EA L ROOF P.T. DECK BOARDS ------- -------------------------------------------------- ----------------------------------------------- ------------------------------------------------------------------------------------------------------------- 4.4 66 0 j OVER ROOFING FELT OVER EXT. ................ FLOOR FINISH ..................... .................... .......... ---------__ ................. C14 C'i GRADE PLYWOOD SHEATHING --- -------------- en o 0 en ........................--------------- ND FLOOR FIN R '=�-7-7 777== FINISHED FL 0 Li HURRICANE CLIP CONNECTOR 0 ON ON —ICN 4 � 121-611 A.F.F. SLOP RE: STRUCT. DWG. 00 0 00 rj�2 D FLOOR FINISHED CEIL. 00 C"� cl� 21-4 1/211 A.F.F. OP OF PLATE 2x6 P.T. CLOSURE WITH 2" DIA. U U % o 10'-0" A.F.F. VENT HOLE @ 24" O.C. SPACING PL4 PL4 e V 0 X\ C) o Coe U SEALOFLEX WATERPROOFING 2x P.T. RIPPED DECK SLEEPER PRE-ENGINEERED SLOPE R38 SPRAYED INSULATION HALF ROUND GUTTER MTL. DRIP EDGE ON 1x2 P.T. &--o I'll CN, SYSTEM OR APPROVED EQUAL @ 24" O.C. SPACING FLOOR JOIST DRIP EDGE OVER RIPPED cc INSTALL AS PER MFR. SPECS RE: STRUCT. DWG. EXT. GRADE PLYWD. SHEATHING 2x4 P.T. WD. FASCIA 4'—0 RE: STRUCTURAL DWG. Z • TYP. CONSULTANTS: 0 (-_3� FLOOR SEC ION DETAIL PAINTED BEAD BOARD BUILDER/CONSTRUCTOR: A3.10 Scale: 1/2" 1'-0" RPC GENERAL CONTRACTORS INCORPORATED w Z� 248 Levy Road,Atlantic Beach,Florida 32233 • 3x6 [RAFTER TAILS @ LL, Tel.No.904.241.4416 21-0n O.C. email:www.rpcgc.com 2x12 WOOD FRIEZE CIVIL ENGINEER: TAYLOR AND WHITE,INC. Fy CIVIL DESIGN AND CONSULTING ENGINEERS RESAWN / REBUTTED SHAKES ON 9556 Historic Kings Road S.,Suite 102 ry 0 Jacksonville,Florida 32257 ry DECORATIVE EXT. GRADE PLYWD. SHEATHING Tel.No.904.346.0671 n 0 METAL FINIAL ON WD. FRAMING SYSTEM email:www.TaylorandWhite.com ' I LANDSCAPE AND HARDSCAPE: ,J&RIDGE HEIGHT EUTHENICS STUDIO Cn 77 1-71 %% P.O.Box 330351,Atlantic Beach,Florida 32233 < 32 /2" A.F.F. Tel.No.904. 46. ALUMINUM POWDER COATED email:www.kellyelmore.com PRE ENGINEERED 12 STAIR RAILING SYSTEM STRUCTURAL: >_ McVEIGH AND MANGUM ENGINEERING WOOD TRUSS 8 9133 R.G.Skinner Parkway Florida 32256 Tel.No.904.483.5200 0- 60" DIA. CEILING FAN :2 P.T. 2x6 OR CELL PVC CONT. TRIM Q0 U email:www.mcveighmangm.com ry - ORAS PER OWNER/ 0 h CLIENT SELECTION BAND - PAINT FINISH MECHANICAL ELECTRICAL PLUMBING >_ PITCH BREAK r2 TRUSTED ENGINEERING A3 .J1O 1514 Roberts Drive, Jacksonville Beach,Florida 32250 Z Tel.No.904.342.1075 r-) email:www.bwtedengineering.com HURRICANE CONNECTOR Z < RE: STRUCT. DWG. REVISION: DATE ?&2ND FLOOR FINISHED FLOOR BUILDING DEPARTMENT of 05/25/16 75; 12 qk--'l 2 -6 A.F.F. COMMENTS 0 STANDING SEAM U R-38 SPRAYED METAL ROOFING 6 F�,, INSULATION ry T 2ND FLOOR TOP OF PLATE VAULTED CEILING 0 ry1-- 22'-6" A.F.F. ....................................................................................................................................................... ............................................................................................................................................................................................................................................................................................ ........................................................................................................... ............. .................................... 0 ...................... ................................................. ............................................................. ............................ ................................. ............................................................................................ ........................................ ......................................... l it w < r�,TOP OF PLATE n loo t ------ .....................................-------- ........... 101-011 A.F.F. ........... ............. 2x12 WOOD FRIEZE ......................................................... ............................................................................... .................................... ............................................................................. ......................................... ........................ ARCHITECT'S SEAL ...................................................................................................................................... M 3x6 RAFTER TAILS STACK 1x6 P.T. PINE PRE-ENGINEERED FLOOR JOIST Ln 7 rr, S .......... @ 2'-0N O.C. EATING AREA ................. ..................................................... WOOD COLUMN 0 ............. .............................................. .......................... .................. 2x6 STUD WALL 200 —--------- U W/ R-19 INSULATION DRINK RAIL 2x6 STUD WALL W/ 0 (Y R-19 INSULATION ------ ------- ........... ................................. AIR INFILTRATION BARRIER W/ STAIR .......................................... Li r'y BULDING PAPER OR MOISTURE 202 it i ALUM. D Li PROOF HOUSE WRAP ON EXTERIOR PRE ENGINEERED POWDER COATED FLOOR JOIST q GRADE STRUCTURAL SHEATHING ............. ............ RAILING TYPICAL t i: LLL < (Ah2ND FLOOR FINISHED 121-6" A.F.F. ry 0 3: RESAWN 1 REBUTTED SHAKES Cn CADD DWG. FILE NO. _T rjhTOP OF PLATE A R A A...I.V E 0 qk­110V_0" A.F.F. 2x6 STUD WALL W/ V—2 SCALE: < .......... n 14 R-19 INSULATION AS SHO" 0 W EdpE 2x8 OVER 2x12 WOOD TRI CADD USER ID: Lnioo u� Ld 12 (_0 RESAWN REBUTTED SHAKES —----------- PROJECT PHASE: C/) AIR INFILTRATION BARRIER W/ PERMIT SET BOLDING PAPER OR MOISTURE _T PROJECT NUMBER BRICK VENEER 0 1 ry PROOF HOUSE WRAP ON X CDA0008052015 WATER TABLE X EXTERIOR GRADE STRUCTURAL < STAIR KITCHEN/SERVING SHEATHING • 2 hi 108 7- REINFORCED REINFORCED NEW BRICK VENEER j fl ! CONCRETE SLAB ON CONCRETE SLAB X CONSTRUCTION U WATER TABLE COMPACTED FILL RE: STRUCT. DWG. U rr, U F it ; FINISHED r6GROUND FLOOR FINISHED < FLOOR WWI%# Q 1--10 -0" A.F.F. q1--"0,-ow A.F.F. < PETE'S TURN 4 0 (� rz 0 ABCC COMPACTED FILL 2 TYP. WALL SECTION BUILDING & WALL Scale: 1/2" 1'-0" U BUILDING SECTION SECTION ry >_ Scale: 3/8" 1'-0" n � -�10 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A3m10 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of A 2 ZL 1' 7 171' Z 171' N Li SHEATHING 0 these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES REBUTTED SHAKES N V) RESAWN/REBUTTED SHAKES / 1 ; w rNi o 1X P.T. FURRING (TYP.) 1X P.T. FURRING (TYP.) M :� 1/2" GWB 1/2" PLYWOOD SHEATHING 1/2" GWB c o .ti o 112" PLYWOOD SHEATHING w I~ kn a' MASTIC TAPE ADHESIVE P IMER ° °O MASTIC TAPE (ADHESIVE PRIMER , 2x6 STUD WALL W/ ( A 2x6 STUD WALL W/ �_ °` w °` OVER SHEATHING PRIOR TO TAPE) �'` R-19 INSULATION OVER SHEATHING PRIOR TO TAPE R-19 INSULATION �, o o (SEE SPECS.) i o ' CAULKING ,i fi 6 fi CAULKING tfi fi 6 METAL FLASHING fi METAL FLASHING kn ?s F+1 1x4 F.J./P.T. CEDAR CAP 2 �` 1x4 F.J. / P.T. CEDAR CA `� 2 �r; i� 00 M 3/4" COVE MOULDING o 3/4" COVE MOULDING ,c?N N Q d• 4 Q w � z WINDOW HEAD TRIM K'• a� 2 2 2 = WINDOW HEAD TRIM ' , 2 2 2 U �r o ry 2x6 P.T. HEAD o 2x6 P.T. HEAD j' o r t0 N '. �O N a' v i _ w � r— Q a� O i -s MASTIC TAPE MASTIC TAPE � Q J WOOD JAMBWOOD JAMB W h = EXTENSION N N U 0 _j EXTENSION N m z HAND—PAINTED VULCUM z DOOR ASSEMBLY o0 z = OVER WINDOW FINS —TRIM (BEYOND) z (SEE SPECS.) c� LAJ _ TRIM (BEYOND) z o � Z �oc, z = o VULCUM CAULKING PRIOR Q 1 U I I I I _ � CONSULTANTS: CD TO INSTALLATION OF c� O o C) WIND 0 W o BUILDER/CONSTRUCTOR: cr� N 0 T E: VULCUM CAULK ALL r RPC GENERAL CONTRACTORS INCORPORATED W FINS C� CORNERS, TYP. w 248 Levy Road,Atlantic Beach,Florida 32233 oz Ln Tel.No.904.241.4416 U email:www.rpcgc.com z w CIVIL ENGINEER: TAYLOR AND WHITE,INC. ry CIVIL DESIGN AND CONSULTING ENGINEERS mo 9556 Historic Kings Road S.,Suite 102 Jacksonville,Florida 32257 WINDOW HEAD DETAIL 4 DOOR HEAD DETAIL Tel.No.904.346.0671 0 � aa•�o Scale: 3"= 1'-0" aa•�o Scale: 3"= 1'-0" email:www.TaylorandWhite.com LANDSCAPE AND HARDSCAPE: 0 EUTHENICS STUDIO Q P.O.Box 330351,Atlantic Beach,Florida 32233 Li Tel.No.904.246.6219 email:www.kellyelmore.com z Q HOUSEWRAP OVER EXTERIOR STRUCTURAL: M m HOUSEWRAP OVER EXTERIOR SHEATH. (TAPE FROM FINISH McVEIGH AND MANGUM ENGINEERING o SHEATH. (TAPE FROM FINISH TO HOUSE WRAP) 9133 R.G.Skinner Par Florida32256 TO HOUSE WRAP) Tel.No.904.483.5200 �~ RESAWN/REBUTTED SHAKES email:www.mcveighmangum.com o' RESAWN/REBUTTED SHAKES MECHANICAL ELECTRICAL PLUMBING Q 1/2" PLYWOOD SHEATHING ;` 1/2" PLYWOOD SHEATHING---------_ ?1 r' TRUSTED ENGINEERING Z ' 1514 Roberts Drive, Jacksonville Beach,Florida 32250 o DRYLIN MASTIC TAPE 1/2" GWB DRYLIN MASTIC TAPE —1/2" GWB Tel.No.904.342.1075 (ADHESIVE PRIMER OVER (ADHESIVE PRIMER OVER email:www.trustedengineering.com SHEATHING PRIOR TO TAPE 2x6 STUD WALL W/ SHEATHING PRIOR TO TAPE ' 2x6 STUD WALL W/ '. R-19 INSULATION ?f 1'';4 R-19 INSULATION REVISION: DATE 1X P.T. 1X P.T. o FURRING (TYP.) fi11 FURRING (TYP.) fi 4 / 4 ; V) 2x4 TRIM BD. 2x4 TRIM BD. � J, J; 2 N INTERIOR bv:NDOW TRIM '2`. cc N INTERIOR WINDOW TRIM o � CD ry0 o \ VULCUM BETWEEN SILL & g VULCUM BETWEEN SILL & i J 4X6 P.T. TAPERED STUD WALL a. STUD WALL CD o WINDOW SILL DOOR SILL (BELO ) _ zw Z h] WINDOW SILL (BEYOND) z o w U ^ w = DOOR ASSEMBLY 0 0 Q p = (SEE SPECS.) 3: � WINDOW ASSEMBLY = U o (SEE SPECS.) C7 WOOD JAMB CA WOOD JAMB RCHITECVS SEAL m � � r o r EXTENSION EXTENSION Cf) 28 wW wUJI LU U� cc `E 0 VV r)w OF w 2 WINDOW JAMB DETAIL 5 DOOR JAMB DETAIL �10 Scale: 3"= V-0" ,a�•�o Scale: 3"= V-0" Q Y ry O CADD DWG. FILE NO. O z SCALE: Q Z Q m z TRIM TRIM (BEYOND) =ASSHOWN o a- 3: (BEYOND) DOOR ASSEMBLY (SEE O Q CADD USER ID: 0 o WOOD JAMB SPECS.) EdpE EXTENSION DOOR TRIM (BEYOND) r, � _ � � WINDOW ASSEMBLY � w o W (SEE SPECS.) W PROJECT PHASE: m - C/� VULCUM BETWEEN SILL & 0 JADA APPROVED PERMIT SET z E STUD WALL w �w ALUMINUM THRESHOLD SLOP o z ON FULL BED MASTIC PROJECT NUMBER ry aq INTERIOR WINDOW TRIM J SEALANT CDA0008052015 Q 4X4 P.T. TAPERED 4 N o � w WINDOW SILL W/ DRIP o tYt0 N W D 4 � NEW BOARD & BATTEN 112" GWB �- CONSTRUCTION = DRYLIN MASTIC TAPE ry (ADHESIVE PRIMER OVER 2x6 STUD WALL W/ L� = SHEATHING PRIOR TO TAPE) R-19 INSULATION </ Z_\ 4 4 U (SEE SPECS.) </ L o HOUSEWRAP OVER Y SHEATHING (TAPE FROM o �� C CONCRETE SLAB PETE'S TURN FINISH TO HOUSE WRAP (� � ) 112" PLYWOOD � < Z_\ BCC Q SHEATHING CONCRETE o WALKWAY/ PATIO N DOOR & WINDOW 3 WINDOW SILL DETAIL fi SILL DETAIL DETAILS 0�m aa.10 Scale: 3"= V-0" na.10 Scale: 3"= V-0" 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A4m 10 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES INSTALLATION GUIDELINES C14 kn "o C14 A. Cut DuPont-FIexWrap­at least 12'longer than width of rough openi-Ig sill(S�- AMW for DuPoW Flas ing Systemsm with integral flanged windows P B. Remove first piece of release paper,cover horizontal sill by aligning inside edge of sill,and adhere into rough opening across sill arld up 'ambs(min.6"). Cover horizontal sill'by aligning FIcKWrapl-edge with inside edge of sill. AFTE weather-resistive barrier is installed. I �D 4-4 00 0 00 C. Remove second release paper. I N S T A L L A T I N C1 DuPont-FlexWraplu and DuP(nt-StraightFlash-are highly engineered flashing tapcs designed to be compatible with 0 V e Tyvek'� Weatherization Syster is products,For optimal weather-resistive protection,live suggest You use Tyvek-�' GU I DELI 'I'N'IES HorneWrep�',Tyvek�-Stucco%A rap�- or Tyvek!�--CommercialWrapl%-,DuPont,-Tyvek- Tape,and Tyvek- Wrap Caps, C ov W INNNN" GENERAL INSTRUCTIONS: Opor en "W1 * DuPont-FlexWrap,v and Straightfli sir should be'nstalled on DO NOT STRETCH DuPont-FIexWrap,,,,WHEN INSTALLING, .5 raw 16 C WRAPPING VERTICAL WALLS: WOO Cn clean,Iry surfaces.Wipe surfaces to remove moisture,dirt, OuPont-FlexWrap-,performs best wheri installed at S U C> Lj grease and other debris that cculd interfere with adhesion. temperatures above 40'F(4"C)� U rr, e Apply pressure alorig entire surface fo,a q d bond, oo For additional guidelines and suggested caulks, please call ouir pop 0 Boo 44 -448-9835). OVIF00* 0 LLJ , Remove all wrinkles and bubbles by smoothing surface arid I -TYVEK(80D 26e "�,,j oltoplo 0 repositioning as necessary. 0 11141 )'N, U STEP 313 UNWRAP roll at corner, appjiC$ ­r m4rimum leaving 6"-Ir overlap. i Formasonry tions, Pic' 44 temporarily attach to NOTE:Apply wr a p with I dhesives \1 masonry,using a :;1 grooved surface pattern in 0 with polyurethane, C-) VERTICAL position. PREPARE WEATHER-RESI STIV E BARRIER FOR WINDOW OR DOOR INSTALLATION: CONSULTANTS: elastomeric or latex base in vertical strips spaced A. Make a modified "I-Cut"in the�Aeather-resistive barrier by cutting straight across the top of the window frame,from the center AW BUILDER/CONSTRUCTOR: 0 approximately 24"apam RPC GENERAL CONTRACTORS INCORPORATED I cut st-faight down abOLA two-thiids of the way then angling the cut to each corn er(see 4 For a list of suggested 1 248 Levy Road,Atlantic Beach,Florida 32233 i st,11ation.Headflashing B� Cut a Ilap above the rough openilg tD OXPOSe sheathing or frarnIng members and allowhead flashin( 'i g Tel.No.904.241.4416 Roll should be plu L/� �,% F -800-44- 71 mb. adhesives, call 1 0 should adhere to exposed sheatl ing cr framing members. email:www.rpcgc.com TYVEK.Use cladding A. Fan DuPcinv,FlexWrapt�,,at bottorn corners onto face of wall.. A. Apply contiluous bead of caulk to wall or back side of SHINGLE Stuccoftapl, fasteners as permanent C. Fold side and bottom flaps into rough opening and secure. Flip head flap up and lempo,ar'ly SL window mounting flange across lambs and head,but leave CIVIL ENGINEER: B. FirmIv press s 11 flashing to ensure full adhesion. over back edge of weep means of attachment. bottorn sill flange uncaulked. TAYLOR AND WIRTF,INC. screed for proper moisture' C. SECURE FANNED EDGES WITH MECHANICAL FASTENERS. ry ... .... CIVIL DESIGN AND CONSULTING ENGINEERS management. B. DO NOT APPLY CAULK ACROSS BOTTOM SILL FLANGE. (i.e.CapNads, staples,screws,etc,) 9556 11istoric Kings Road S.,Suite 102 wit" ry wt 0 �v, For maximum air leakage ry n 1.4'"k Tel.No.904.346.0671 41 reduction,seal wrap with 1 email:www.TaylorandWhite.com 0 nroll directly over for caulk or tape to weep LANDS PE AND HARD indows and doors, Upper scread, Don't block weep i pit EUTEENICS STLJDIO i,0!:� ';7 holes. roll overlaps bottcim roll by P.O.Box 330351,Atlantic Beach,Florida 32233 04111 i a .......... < glop ON Tel.No.904.246.6219 1 1 6"horizontally. 4 kk "—.=,--,"�"4=1.--�-�-.----�-4�..�,-Z.",-.�,--"-----.� _-_.-.__1 email:www.kellyelmore.com -—----------- < STRUCTURAL: ' STEP 3A $WIT Secure Tyvek,� weather resistive barrier McVEIGH AND MANGUM ENGINEERING M 18�'on vert cal stud Ii tic,With every 12", ZVI 9133 R-G.Skinner Parkway Florida 32256 vvood,insulated sheathing board or COVER interlace of upper 000 0 Tel.No.904.483.5200 eKterior gypsum board,use large head a and lower top plates with email:www.meveighmangum.com loot, 0 plastic washer head nails(such as Tyvek,w,,.As a best practice, V Tyvek�,0rapCaps or Wrap Cap Setews), $10 It' N1ECHANICAL ELECTRICAL PLUMBING TAPE all horizontal seams Ape, 100 TRUSTED ENGINEERING as a best practice.Wide staples with 1,0 at band joists,headers and 1514 Roberts Drive, Jacksonville Beach,Florida 32250 inch rninunum crown can also be used. roll overlaps with Z'or 3" FOR RECTANGULAR WINDOWS FOR ROUNDTOP WINDOWS KAI Tel.No.904.342.1075 DuPont'*Tyvek-. Tape. W_ email:www.trustedengineering.com Repair any a c6dental tears, < U damage or penetrations REVISION: DATE with 0 u Pon t�"'Tyve k Ta pe 1 7-7 0 U The miracles of science-: III V) ry FOR RECTANGULAR WINDOWS: 0 FOR ROUNDTOP WINDOWS: BUILD NG CODE REPORTS N 0 T E r-,) I N81iDnal Evaluatian Report NER-642.Mects ihe ASTM E1677 Type I Air To Achieve groateUpotelitial e;iergy savings amf weather-fe-sistatice,any Li STEP 10 Reujr;dw Multi ii,,stalled accotdiq to Tyvw Weatfienzaii n Systerris 1)est ip.,vs,Weaks,holes,atc.ci-fated during norrwli constrijetion should be p(a_t CF'S S;(,e 151allj41jorri Stf rer vib Tylvek-t-weather resistive barrrers,Witesti, _%%ki STEP 13 a pa red by iaping or patch q n n A) Ln A, Install window/door according to manufacturer's instructions. fillustratio Installed 11 t(MILInA1011 with otber W16 ny materials,Dtiftrt­FlexWfapr� B, Cut two pieces of DuPont-Stralglfflash:,,or FlexWrap-for amb flaSlt.ling e0endirig T"above window head flange arid below A. Cut head flashing at least 12"longer than the arc length(M Secure outer edges of head flashing using mechanical TECHNICAL SPECIFICATIONS arr,Szraigfi*lashl�shwild be properly shingled with these Materi;gs,S(110 tha�waier is divei ted to the exietior of the wall systein,h;vsk,pfv&cts are of r0und-top window. fasteners. Jeg, CapNalls,staples, screws etc.), rvvekr�used tf,corst%jrvan girodw,,is is riade from 10041 flash spa;ibtiiidijd bottom edge. of sill flashing,Remove release paper and press tightly along sides of window frarne.fillustration B). P I C h eattier resislfvp M hito deftsily polyethyfel-le f1bels which have beell�:ovded t0gpttler by hellt N - - �'.�,barriurs tint the pf'r B. Remove both release papers and install to contorrri around the Pf irvlary b, Comarnitiation of any Tvvek %Nteathe r-resistive ba r r erg NRCHITECT'S SEAL C. Cut a piece of OuPorr-StraightFlash-or FlexWrapl,,for head flashing,which extends beyond outer edges of jamb flashings.Remove atw:press�ire,witroio bitAersur liliers,into a 19kj9h,divat)f1e incel str-aclure at�u,,biull4diTiq .ti bujidtriq Site Chemicals whic,�)irc,e3sp.their M top of window,covering entire m- ountiq flange and Addimes fiave beell ificorporaled into th3 polyetbtilctre to provide t6trawr0et , papelswn release paper and install completely covering mounting flange and adhering to exposed sheathing or framing members,(illustration C) I I -,bt, n wetabdity(e g.,silrfavrari,_%�%nit adversety affact thvnrr water resistance and dhering to exposed sheathing or framing members. Head ul rl, 1.he 4e5tst6a1TVvtW c�weredmiliwfi. w4 thwetore,their,colvvib�jt[ctj to the overall watef--resistacce of the ovall U� flashinq should overlap jamb flashings at least 6", systert) Tyveir��St('c coWrap4%DiPato­FlexWtap"and StraigfitFlasb'are SL,dqp5tod tor kise is autfinetJ t%n This brochktre�00POnrt,Flexft ap�and DtiPcirt, arid StralqhWash,;-te ftiade,Inxna Nyri.them nibbtsr C) S;fA41t:PaSW-at ii wit stiggestaflor tise on roof witidaws.For sijpt,�,,riw adi�e'sNe aad a faralram,C4 prilyethyle r1c.h1m,elastic fibur,synthW Uj r.wan,1qSinstbt.Jkwc peret-Tation Dt.iftnt sii9gests a system U *svo a(I f ie ive adhemvc.arid a top shed ut,'last ispia'i Wid e d hir corhiung it quality exterior facade,a good secotidaryweather-resistive 0 stat 00111 sqgpsts that T13T(ws t)rirovitie ulvavelet Isubt res ry ....... detq Is,wid h,'qh q;ahty w iows and doo, th parb n P Li ry y Cp INSTALLATION TIP! da�s -it 0$1.,111ati'vi. ek-is it�tailed direct V over the WaVM JIS,exter,or MAO Sheathing s used and Tyv ............... -i pi-otection agaitist facade aiatwials should 50.selected to enswe m-ax.imtin Remove short lengths PRO DUCT GUARANTEE vvatpr mtritswa_Ciiipfttl wrokmaivship and proper icstaflabDji of earh Lij mpone port, V) r,o, fs viiryim ,nl. 0�&ont wtil revEace any Tyvek weailviitiat oti Stmer prodvct(11m,39plo f release papers,begin 0 Minimum durim oiisl, Hatioi fiowial harid'ing f vs'rFFsia11ed accurdipg allat prtjr.edFjres pijbirshpd byOrPmt,Itym have any qopsnms.c�ilt D)Pontr, M trisic on,then repeat DtiNvi,believes 0.s riforniatioti lo betpfiaWe afid acctirale.Thi, E� TYVEK. may be si��ject to evisionas additional experience and�_nowtedqe is 0 < until IlStallat OZI S a0c ail- 4 A,It s the iisar's respmsibihty to detesmaic the otaper ewistnichor -ed:BecaLise conditions are oviside of owr controf,OL)PON-I Tyvok' W0010M,7340!1 SYSWIFIS at I-BM-44- C al'ic StaiahtFla5h"product fails to Piwit phfishted iialerials neeti omplete. -w,tll)s al the I Ilie of Sh pmcml,or coliTaitis defects created MAKES NC WARRANTIES,EXPRESSED OR IMPLIED,AND ArSSLIMES NO ry B w 11 replijee defective matertal�itio chargo I,1ABILITY WHATSO(VER AS TO THE PERFORMAW OF THE PROWICTS FOR 0 (iLlring its rrrriduciton,0�&ont I -i rs -19: A PARIlCuLAR USE.This inioi.iation is not intertcled tobe used by ovie for ——-__----- ............ TY adlwert,;swq.prornotiov oi othet a V) tibliration foi comiiiefcjai�wrpust)s, W A R N I N G CADD DWG. FILE NO. _F Twek" is skpperV and sh culd not be used it�afiy apw�tavori villere it wili i)io wa k e d 0 n,I r, a d d it i 0 11,be C h t I S u LL 0 ac vork above The first How.It�adders inas k kjac�_s crscattoldiiiq f(jr extertr)r v t -eri tO L bf.-JNt,?d,OXTFa C3LI1011 must be tA se them sately 4V fullrjwinq the SCALE: ry < reqLsiremertts set forth'41 ANSI Statidards,14,11,14.2arld 110,fal Wide's n Ind"le of wood,aiuirit)um,and fib�irqlass,re5portiWiv Tyvek'is minbusti ble ASSHOWN 0 arvi sho(dd be pw:eced frorri a flarrie and ottier iigli heatsowces.Tyvek' X Flip down upper flap of vveather-i esistive barrier so it lays flat across head flashirg, wW meltal 275`F 035'�'C)and if the temperattire of TyvekL reauhes 7501 CADD USER ID: WW C) ire(Ilay Spread It%vill burri and ft�t and fall qway froln tN powl 0 B. Tape along all cuts in weather-re�istive barrier and across head of the window with DuPont,�t,TVvek Tape, 19ri fit)ii,Foi rvare r�)forriabw),ca4 1.800-44-TYVEK- KdpE > ry- 13 ill C, Caulk iusing backer rod if neces.si ary)to seal rear(if windovv��d oor frame to nside of rough opening across bottom and a DvPwa.;FlpxWrap�'afid StraightflasW'and their iolease paper are Slippery A. Flip down upper flap of weather-resistive barrier so it lays Catilk(using backer rod if liecessary),to seal rear of window/ PROJECT PHASE: Ill, minimum of 12"up the sides to to'm a back dam,To air seal around thp window opening. caulk completely around the back edge and sho(dd not be walked on Remove release paper frotrwrjrk,arf..��a rr, flat across head flashing. door frame to inside of rough opening across bottom and a inirlediitely-UuPLint"'FlexWrap',and StraightfItish'will melt at tanipera- PERMIT SET Cn of the window perimeter. T 1,1�,e s U F f�ateT tha ti 2501F(12 FV.0 jPoril E,ffexlffir j)p.,")fyj St raig 1i tFla sb",are 13� Tape along all cuts in weather-resistive barrier and across minimum Of 12'-up the sides to form a back dam.To air seat CDfibtistb�atidshnald heptritemid frorr flaine and Dt4e.r high heat SoUrce8l, around the window opening,caulk completely around the (),UPi,)nv�FlexVVi'apt'and SVa�ghtFlash­wdl not suppOrt L0111�ustlafll tl-,e llectt PROJECT NUMBER ry head of the window with DuPonry Tyvek: Ta I pe. -veT, burrtimy iprleo drnweu& aw-q back edge of the window perimeter. CDA0008052015 .44-TYVFK, sorii tt)e pomt oi sfia tt)n orpiiitonwiat�on,call 1800 < C Lj ry NEW D U i!!! CONSTRUCTION 0or Par d U Owl' 'w, ry < XV A NO U A D t _0 0 PETE'S TURN ago- N 0 U ABCC W 0 ""fq 0 BUILDING WRAP ,WIN _T or, DETAILS 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection N A501 0 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of 11 at corner, ir 11�,Jnro It�ir w these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ----­--------­--------_----- ... ......... ......... .................. ...... ........... ................ --------- ........................ .............. WINDOW & DOOR FLASHING WALL & ROOF F L A S H I N G R?Q3A FLASHING APPROVED CORRIDSION-RENSTANT FLASHING; 00 2 00' WINDOW INSTALLATION SHALL BE APPLIEMSHINGLE-FArk-ION INA MMNEIR TO PREVENT 1 40 0� INSTALLING TYVEW STUCCO WRAP ON VERTICAL WALLS, ___(IV14��HOD A-1) 2 IC4 -Cli ENTRY Of VMTMR INTO THE WALL CAVITY OR PENETRATION OF BEFORE INSTALLATION OF DOORS OR WINDOWS APPLIM O�W FAIM OF THEMUMM FLAME A TO WC1190 TO THESUWWE CW rHE WATER TO THE BUILDING STRUCTURAL FRANIING COMPONENTS. 1. UNWRAP ROLL AT CORNER,LEAVING Ir-Ir OVERILAP. 1111111% 1939FM W%LL"M SELF-ADHERED MEMBRANES USEAS FLASHING SHALL COMPLY Wf INV AAMA rl I- THE FLASHING SHALL EXTEND TO THE SURFACE OF THE U 101011411IMSIM NOTE: APPLY WRAP WITH GROOVED 8 RFACE PATTERN,IN EXTERIOR WALL FINISH. APRROVED CORROSION4:ESISrANT no,WWAU.IM%M TO W THE FOLLOWING zn", VER11CAL POSITION FOR PROPER DRAKAGE. FAW OF IMESHEATINIX FLASHINGS$HAL E INSATALLED a ALL OF LOCATIONS: ------ ------- AMYOU RA004 TYPICAL MCIUMCK FIIMIN TfPC&OtnEWR FMOH C14 2. ROLL SHOULD BE PLUMB. BOTtOM ROLL EDGE SHOULD 4p I;q-,� - - F__ 0 FLAI CMaTLIE 00H PJ.FLOWWO OFSHOWHOW, EXTEND OVERBILL PLATE INTERFACE. SHINGLE STUCCO APPLYDIIAD OF WALAUTSBACK 1. EXTERIOR VIANDOW WOOR OPENING;S. FLAHSING a WWWOM MINIVIAL WAFAM MWWM t 3)OF WNWW FLA"A Wr "OuhTINGIFLANWMME WRAPS OVER BACKIED13E OF:WEEP$CREED FOR FOR PROPER 4m.,z mm nmmw imAuip Pwwro WWWOW USIND f1AM ftW EXTERI OR WINDOW&DOOR OFENINGSSHALL ETEND TO THE A UNDW PAM MKK NEW LA7H VJL=Wf%Mftk.*ADW0 LAXH--�, WATER DRAINAGE. FOR MAXIMUM AIR LEAKAGE REOUCTK)N, =Wft TO FA=A111 -P&WRAVON WIN 5MAD WMA111M C-4 forsoum. SURFACE OF THE 1EXTERIOR WALL FINISH OR TO THE S C-i SEAL WRAP W1 CAULK OR TAPE TO WEEP$CREED. DONT OPIPOK APPLY A 2W If=.0%TO 0WILP.T.Ins- ­ wvm-Rwism wam FOR susEaLiENT oRAjNAGE. 7 "X" BLOCK WEEP HOLES. APPLVK*DCFSI3MT48= WNW11AWPLYWOMW PLYCLIPS "T FLASHING a 00010011 tLe 0"P.T. A)AAMWEKwe a vr APmy WINVOWRAPICIF.IN LINEW ANY EXTERIOR WINDOW&DOOR OPENINGS SHALL BE �4 U Llj W-.A FOW Mr&pwom VOTLI911--, SIR"CIN Mom&vxp*=moor JAWFLASWO PFE-M HOLES ORA= INSTALLED IN ACCCIRDANE W ONE OF MORE OF THE METAL VAUZf RMH"G 0 3. SECURE TYVEK EVERY 120-IV ON VERTICAL STUD LINE. WITH AMrJ#M FUMINIM AMMOMAL'M 7W FOLLOW NG OR OTHER APPROVED METHODS:- nAT 00M TU OVIRP.T.PAPWI 111EIMPONZMENt. & IM A WkTIRSHIEW 81W FLJ4*#NG MOD,INSULATED SHEATHING BOARD OR EXTERK)ROYPSUM -Zn, MCUNTN&FLAMM 0 rHE SMIPSON MIMMAL SUIVACS M1OO1F= WMIUM10PIAZIC A. THE FENSTRATION MANUFACTURER'S WRITTEN RJWING SOARM USE LMGE HEAD OR PLASTIC WATHER HEAD NAILS, fl*~MAW,EDGES IN 0 OF INSTP ASA BEST PRAC710E, WOE STAPLES W/10 MINUMIUM CROWN PEMEM71"70 W SEA=08 PIA= CM &"LY t"D FLANIM immour 9. THIE:FLASHING MANUFACTUREWS WRITTEN INSTALLATION C4 C) C) AM *"M% (0 L I BE USED, 'WHEN ATTACHING TO MASONRY,USE =TJR*6 INSTRWTIONS. 3rftx1UW MY09"W KYCLIPS! 7- MINIM P1110VIOU04-Y AMJW WASM A"RA1110M ry APHESIVE-8 W1 POLYURETHANE,ELASTOMERC OR LATEX SAW. a PAM"N 7APE,AUJOWM�"M LAI' C. IN.ACCORDANCE W1 FMWIAMA 100,FMAIAAMA 2W,OR U RAT CVBt HMO FLM". OWN FMAANDMAL2W. 4. UNROLL DIRECTLY OVER WINDOWS DOORS. UPPER ROLL D. I N ACCORDANCE W1 THE FLASHI NO METHOD OR A 0 OF WOr- GVEIRL.APS 1*TTOM ROILL BY 64 HORIZONTAL1Y. REGISTERED DESIGN PROFESSIONAL. AWCF IIA&FA 00 L CIS N= PLATE V F100511INGiG" COVER INTERFACE OF UPPER&LOWER TOP _S Ilk 11PSEIVW FLAW*W Z AT THE INIT'ERSECTION OF CHIMNEYS OR OTHER MASONRY TYVEK. 0 STUCCO WALLS,W1 PROJECTION AT SMI)"OM HEADERS ROLL OVERLAPS W r ORW UPS ON 130T`H SIDE$UNDER STUCCO C*1PI NGS, ry AS A REST PRAC71M TME ALJ_HORIZONTAL SEAMS ISM= CWHW CONSTRUCTION W1 FRAME OF FLAISHING TM DUPONT'CONTRACTOR TAPE. TAPE ANY ACCIDENTAL TEARS I CONSULTANTS: Y PMD 3. UNDERL& THE ENDB OF KASONRY,WOOD OR METAL OR DAJMGE. i COPINGS&SjLLS. RO BUILDER/CONSTRUCTOR: 0 MIME 90704 1 4. CONTINUOUSLY MOW AM PROMOTING WOOD TRIM. Vd�LEY FILASHING 1 S. MAKE A MOMFIEDTCUT IN*TYVEW. WaW4J" 5. WHERE EXTEMOR PORC "-,[ ROOF TO WALL FLASHING OF TOL WALL FLAISHING RPC GENERAL CONTRACTORS INCORPORATED FAVU 0 HES.DECKS,OR STM:tS ATTACH TO A So*: N.T.L S. A6.10; Scd&-. N.T.L Q=F SLOPE PAPAILLEL TO WALL) ........ WALL OR FLOOR ASSEMBLY OF WOOD=FPAME RoWs, N.T.S. .(ROOF SLOPE MEIETS WALL) 248 Levy Road,Atlantic Beach,Florida 32233 Cn 7, FOUD FUWS INSIDE AROUND WINDOW OR DOM 01PENINGS,. z CONSTRUCTION. Tel.No.904.241.4416 FASTEIN 15WRY r TRIM EXCESS TeVFJC. onmriwas Asia" A 10. AT WALL&ROOF INTERSECTIONS. 0 **Novo#" TOOVINAPSILL 1 7. AT 131ALT-1 'UTTERS. email:www.rpcgc.com NOTE: APPLY WRAP W1 GROOVED SURFACE PATTERIN IN FLAWININQ SIXTMA" L.Lj VERTICAL POSITON FOR PROPER DRAINAGE. ROUGH OPMNR*HMO. WALAW CIVIL ENGINEER: Vx3(FOP 0pims FLOVIIHINCIUMM"D*FLAP TAYLOR AND WMTE�INC. 9. TA=UP BOTTOMI SILL FLASHNI),OVERLAPPING ROUGH 41ILL or*Vneim"Me" FLAMMO CIVIL DESIGN AND CONSULTING ENGINEERS WALL & ROOF FLASHING DE I P T 10 N S BY V-5'. AS A BEST PRACTI CE,MAKE TWO LVE"CAL OMER %.o R ry SHIM fi ADA*f V%VA%*M#0W*ff TO CUTS INTHE FLASHM FOLD FLASHING OVER ROUGHSIU. SWAM PU*^4 LX%V-CONXIIIX ...... - ....... 0 (0 ....... 9556 Iiistoric Kings Road S.,Suite 102 UM C0111100MM ItIlliff ThIff FAV"SMIM. - L L I Jacksonville,Florida 32257 FASM"NOON410MIOWNDOW ED!I&FAM&GABLES OFL TI PROVIDE DROP EDGE Q EAVES GABLES OF SHINGEL ROOFS. Q IL TACK UP SIDE R.ASHINGS,OVERLAPPING BOTTOM$ILL A DRIP EDGE SK41L BE PPaAD LED OVERLAP TO BE A MINIMUM OF r(76mm). EAVE DRIP SHALL Tel.No.904.346.0671 0 FLASHING. CUT TWO 45 DEGIREE ANGLES IN TYVW FROM RWF$.,&901ALL OVER"A MININLIM OFSP(MM). EAVE DRIP EXTENDI/2'(13rn BELOW SHEATHING&EXTEND MCKON THE EDGES SHAL]L:8nEN1MVr(I*m)L email:www.TaylorandWhite.com AT A dN DOOM AM"CARW"-f MR M(W THE SHEATHIING.A EACH 7CP WINDOW CORNER. THEKINSTALLYANDOWOR DOOR ACCORIDING TO MANUFACTURER INSTRLFCTIONS� TWMMIEftiON THE CU%"W-OENLY ROOF A VANIMLPA OF 2'(51mm� DRIP EDGE it EAVES SHALL BE EX`TENI)BAM ON THE RO0FLFOR:^MINjMUMLQFr:(5j'MM). THE LANDSCAPE AND HARDSCAPE: TH TAM'**TWOMOM&*E"10 nO PERMITTED TO BE INSTALLED EITHER OVER OR UNDER E DRIP IED1GE SHALL M MECHANCALLY FASTENED AMAXIMUM OPIr EUTMENICS STUDIO ILC). INSTALL HEM FLASHING UNDERICIP FLAP OF TYVEW OVER VrITMMWH88UWA06AA0V6. UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT.THERE (11=mm)LOM. TLMDFW ED=41,EAVES.8H#JJ_BE IWAU"OVER; < THE UNDERJAYMeW. T14ERE SHAILL BEk MINIM M P.O.Box 330351,Atlantic Beach,Florida 32233 WINDOW FLANGE. EXTEND FLASHING OUT OER SIDE ISHALL BE A M041MUM 41"(1 02M)WIDTH OF ROOF CEMENT U 46(j ofte") FLASHINGS BYV-41'0. F1LOLDT0PRAPOFTYVEKCASqHEhD INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE WIDTH CF.�ROOF COWNT'MrALLSD OM THE WREME Tel.No.904.246.6219 >_ FLASHING. TAPE SOTHL DU�G�CUTE. MECHANICALLY FASTENED A MA)UMUM Of I r(305mm)ON CENTER FLANKW_ WNERETHSMW%MNO'SPEEOLPMf:CUW.RM.A.4),;IS email:www.kellyehnore.com z .......... .................... WHERE THE BASIC OND SPEW PER FIGURE RMI 2(4)IS 110 MIPH < 77"Kn*):OR L OREATIER OR THIE IMEAN ROM HOW (In Kft0j)OR GREATER Oft THE MEAN ROOOF HEIGHT EXCEEDS 33 EXTERIOR DOOR FLASHING WINDOW INSTALLATION (METHOD B-1) FEET DRIP EDGES SHALL BE MECHANICALLY FASTENED 00AOMM).C"P EOML'SK STRUCTURAL: FASTENED A MAMMUM OF 4!(102mm)O.C. McVEIGH AND MANGUM ENGINEERING A MAXIMUM OF C(102mm)ON CENTER WAIMEIRREWNEVAPAIERMW APPLIED PFMT0THEV0DOWH$TAUA7UL FLANIIING 0 APPUM IMAR THE FACE OF THEMURMS FUVOW VV DIMEWTIO THE-DAMWAGEOF THE INSTALL,Ok:Mffll"V'%IM-Alfri-*ML,ONG METAL RASHj 9133 R.G.Skinner Parkway Florida.32256 NGTO on" 2) VAJ.W nASHpa; Tel.No.904.483.5200 EMUSEPOS"WE ORA##QE*VERFASCV4$TARTERLSMP. NAIL VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE W1 THE TOP email:www.mcveighmangum.com EDML OF RAWIE.,OWO L I RWF. 0 MANUFACTUIEREWS INSTALLAMON INSTRUCTIONS,13EFORE Tw.0WAU.."W"TO IN i THIE.INDERLAYMENr SK4"CONIFORM WASTM D 226,TYPE I OR FAM OF 06 SHUTING, APPLYING MTL.SHINGLES. VALLY LINES OF THE FOLLOWING TYPES >_ MECHANICAL ELECTRICAL PLUMBING RWTW IN SHALL BE PFJVWrrrt:-D. TYPE 1%ORASTNI D 4W TME I ORTYPE IL THE,UME111LAYMENIT z W""f*NWW.M" I.............. __j AWLYSILL WMM < wwwra TRUSTED ENGINEERING SRA.LL BE 110TAILUED:IN WATER41HEDING FASHON.5TAFtTING W1 WOOPENM THELEAVEED(3ES ROLLED HORIZONTALLY. UNDERLAYMENTSHALL 1514 Roberts Drive, Jacksonville Beach,Florida 32250 APPLYBUS 4F SMAMT411IRA41C MID"$FLAS z IQJ3 GFWMWftAMQ0afEr ROOF VALLEY FLAHSINIG SHALL BE PROVIDING OF VACMUSIND PAN Hm OVERLAP A MINIMUM OF tr&BE MECHANICALLY FASTENED W Tel.No.904.342.1075 SCM"To IF04WAIN CORROSION14W.WANT METAL OF THE SAME.MATERIAL AS THE OiC.MAMMUM. Ld 0001ECTOK email:www.trustedengineering.com ROOF COVERING OR SHALL COMPLY W/THE STANDARDS IN TABLE < 450 APPLYK0 OP 41SAW 0 90* f 20 CWT 4AMSO�VCnM*%W APPLY FROM THE CENTE R LINE EACH WAY&$HALL HAVE A SPI ASH VALLEY PLASIOMO: TH I VALLEY LINIINGIS SHALL BE INSTALLEDINACOM)ANCE W/ E VM_/ DIVERTERRONOTLEBST[iAN3for(IO.IrnmI HIGHATTHIEFLOW MANUFACTUREITS INIOTALLATION iNsTRucnous.DEFORIE AMY^3V MM CM SMWW W LINE FORMED AS PART OF THE FLAHSING SECTIONS OF FLASHING APPLYINGTIU88. VALLEY UNINW OF THE FOLLOWING TYPES 0 AMY 9 EAV OF WAIMT 0 WM WDIOF To SHALL HAVEAN END LAP OF NOT LESS THANIr(102nm). THE $KALL,BE PERMITTE0. U SEAL ALL METAL VALLEY FLASHING SMILL HAVE 36-WIDE(914mm) Apfty"" OF MOM "83HPAI"y Eoffwmirc I A00OU THEIINTFIEII,�� UNOERLAYMMT DIRECTLY UNDER IT CONSISTING OF ONE LAYER C/� U MMOVE PFEWXJSLT AMIW PIMMTER.KAM WAI.FRAW AROMM. 1. FOR CLOSED,VALLEYS,INSTALL PREFORMED CLOSED VALLEY TAPe ALLOWNG VAD TO LK i OF UNDEMAYMENT DIRECTLY UNDER THE CINSISTING OF ONE EITHER *f W.AO IN LIM Vff ANV METAL A MINIMUM WIDTH OF 1W CWSTRE`TCHI OUT)Wf p, IPIAT FVM W500 FLA1000- me-PUNCHWHOM "A"No 0 H once LAYER OF UNDERLAYMENT RUNNING THE FILL LENGTH OFTHE A MINUMUM 2 Itr HIGH CENTER DIVERTER&A MINIMUM 11" Oft APKYNWONFAVINSTWE Waim METAL VALLEY,IN ADDITICIN 70 UNDERLAYMENT REQUIRED FOR METAL WOE RMMS OR A MISSED DENION W7 Is CENTER -See ROOF SHIINGLES. VIVERTER.A MINIMUM(4)3W R88 SPACED 3 Ur W3 3W VW46 0 Box=MOM FLANGE. LAP JOINTS A.MINIMIUM Ir APPLYACOATING OR IRMOVIROOTram rp^ft4ft-i TAM UP rw R" nrrMLVU"W07"W*CWp" No HMD ALam VMFLAN--�/ VMw4enfile"64711tUCTIONIL Mrou 3) MOW FLAMM SEIPARATOR SHEET. 0 cwtnwra DOIA SHM DOM TO LM PLAS 0 SIQUAM DOM 10 OPERM W A WAa THE UNDERLAYMENT SMLL BEINStALLED IN WATEPPSHEDING FASHION. THE LAST LAYER APPLIED Q THE RKM SHALL 13E M)rrOW OF FLAMINQ 2. FOR OPEN VALLEYS,INS`TAUIL PREFORMED OPEN VALUEYWfA MINIMUM OF IV(W STRETCH OU T)W1 A MA)XIMIM Iw HIM TWIN FOLDED OVER THE RIDGE&MECHANNICALLY FASTENED,:Q W O.C, MAXIMUM TO THE OPPOSIN13 SIDE OF THE ROOF. REPEAT THE CENTER DWERTVq AA MINIMUM I WISTAL WOE RETURNS. 4A <I n 05 PROCEDURE FOR ME OPPOSING SIDE OF THE ROOF WHEN LAP JOINTS A MINIMUM 60 4 APPLY At:OATINIIX� SEPARATOR U) WMIN0.WrMINPLOW. COMPLETED,THERE WILL BE TWO LAYERS OF UNDERLAYMENT IN A MW LIP OVERLAPPING THEMOGE. t: 3� WHEIN USING VALLEY METAL WJ RMRNSP. DIU lm I I FLA*M WENI)AWR SOMM W1 CUPS FABRICATED FROM SIMILAR.OR HIP FLAMMG: A., U PLAS"0 8 Ur PAM tHt'UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDING 41RCHITECT'S SEAL ROUGH OPMNQ#1 W". COMPA"nKE MATERML M*1 a METAL WOE RETURNS M APPLYTAMOCOMON FASHON. AT THE HIP LINF,FOLD THE INDERIAYMENT OVERTHE TO BATTEN STRIP W1 ROOFING MAIN THROUGH MErAL ry HIP&MECHANICALLY FASTEK Q 30-0,C..MAXIMUM TO THE STRAP. WM 0 APPUM OPPOSING SIDE OF THE ROOF, REPEAT TIHE PROCEDURE FOR THE S. TMM METAL a ALL.VALLEYMVDGE JUNTKWS,ENSURING OPPOSING SIDIE Or-THE ROO. WHEN COMPLETEA THERE VALL BE WArER SHEMING CAPAMUTIES ONTO VALLEY. 1p eauv4p.PLI1111116 4 WAML TWO LAYERS OF UNDERLAYMENT OVER THE HIP. C. INSTALL LEAD SOAKER ALL VALLEW"DOE:JUNCTIOMS. UN 0000110SION RESISTANT SIM 6 APAW TWWWWOW T* TURN LM:UIP AMINIMUM:OVI'm TO CRATIE A WAM VA DIVERTERi:EINSURING WATER$HEDDIING CAPA&WIES AM*f J"nm"To wn AFft'f HIMILASHIM SKI~IV 11000 A CRICWT()R&ODLE S14ALL BE ihs-mLep oN THE FUDGE SIDE OF 0�"THE.VAMEY 0 0"Ttla"MM110 ANY CHIMNEY GFWATER THM 3r(TUmpm)WIDE, CRICKET OR Nm Qi` D. OUTER EWE OF THE VALLEY METAL SMALL OVERLAP FUVM OF DFUIP M*E A MWNUML OF 1. TWSAft%MCNTH§VIA=M".COMY AT A411i CIMM CAN174"y 01 EMNOTDT�ESVRFAIX:1WTW EMON **L f*M TD WtI9441113WIVE IT SADDLE COVERINGS SMALL BE SHEET METAL OR OF THE SAME ry MATERIAL AS THE ROOF COVERM COMR OF VALLEY FLA"NQ SHALL OqU40A MINIMUM %#Am Tia TW Mm OF-M*%"W up& ---------- -- - ---------------I Li exit: CIS) RASIES Is=WWRIFUMING: ------- ------------ NOTE,ALL FLA04NOWILL OESELF40HEARINGI V) &fWQW SMDM A FLAT Y0^14MMIT. BASE&COUNTER FLASHING SHALL IDE INSTALLED IN ACCORDANCE W1 THE MANtIFACrUERERS INSTALLATION INSTRUCTIONS,ORA THE EMAYMENT SHALL BE WALLED IN WATER41HIMING LAST LAYF T f4E CONTINUOUS METAL MINIMUM 40 BY 4*OLP FLASHING SHALL BESET it APPLU a M FASHION.THE FUDGE SKALL BE FOLDF LOM THE fWGE&ME<M, IN APPROVED FLASHING CEMENT&SET FLUSH TO THE BASE OF , NICALLY FAAMINEID,a 3V O.C. _D < THE WALL,&OVER THE LINDEMAYMENT, BCTH HOIRIZONTAL& MAXIMUM TO THE OPPOSING SM�OF 7HEROOF. REPIEATTHE VERTICAL METAL FLANGES SK41L BE FASTENM 6-(152rnin)ON PROCEOUREFOR THE OPPOSINGWE OF THE ROOF. WHEN CENTER W1 APPROVED FASTENERS. &LL LAPS SHALL BE A MINIMUM MAKTO,THERE.Oil BE TM ILAYERS-OF UNDEALAYMENT ry OF V(102MM),R)ULY SMED IN APPROVED FLASHING CEMENT. 0 FLASHING SHALL START Q THE LOWER PORTION OF THE ROOF TO OVERLAPPING THE ROM. C/) ENSURE WNTER-SHEDING CAPABILITIES OF ALL METAL LAPS. THE C4) MPPLASKIING.-iL TW,UN0ERLAyUENTL%p ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE SEALED, LL BE WALLED IN WAtTMSHEDINQ, CADD DWG. FILE N 0. .t COVERING A.L NAJL PENETRATIONS W/APPROVED FLASHING FASHION.�AT THE HIP UNF,FOLD THE INDERLAYMENT OVER THE CEMENT&MEMBR*IF_ SHINGLES SHALL OVERLAP THE Hjp*�MEOAINICALLY I PASTIEN.413 L IrO.C.MA)0MUW TO,.THIS 0 HORZONTAL FLANGE�&SHALL BE EST IN APPROVED FLASHING OPPOSINGMEOFTHER". REPEAT THE PRODEDUREFORTHE CEMENT. OPPOWNG SIDE OF L THE ROOF. WHEN COMPLETED,THERE LMLL BE ry SCALE: < LAYM OF UNDERLAY1MENT'OVERLAPP04 THE HIP. n BASE FLMHING,6F6kLL BE OF EITHER CORROSM-RESISTANT ASSHOWN x F -me" 5 1 0 METALL PROVIDED IN SECTION R906.2.8.1 OR MINERAL SURFACE CROKM&11110WOLAS PLAXHINO; INST ROLL ROOFING,WEIGHING A MINIMUM OF?"S MR 100 W A CRICIMT:OR SADDLE SHALL BE ALLEO ON THE REM:SIDE Of (3.71ILKQW. CONTERFLASHING SHALL BE CORROSIOWRESISTANT CADD USER ID: .W CHIMEY GREA '54 MTHAN3rpftM)"[* CRICKET OR METAL DRIP EDGE 26 WFLASHiNG MIETAL W/A MINIMUM THIK"ESS PROVIDED IN TABLE 9M I IN THE GALVANIZED FLASHING SMI)LE�COVERINCISSNALL WE SHEET METAL OR OF THISSAM L E > GAUGE GALVANIZED N.T.S. 29 GAUGE GALVANIZED 25 GAUGE GALVANQED KpE ry- FLORIDA BUILDINGICME(M1% W NLT.S. N.T.& MATERIAL,AS THE ROOF CDVMM# V) LIJ., 'THE RIDGE&VALLEY FLASHING:Of THE CROM7178 OR&*=LES PROJECT PHASE: SH04LL BE THE SAME AS THE ROW&.VALLEY"HIN0 ON THE PERMIT SET ROOF W1 KEYED FLASHING DETAILS MAIN FIIOOF. Cei.L 9A=&C0U!M PROJECT NUMBER BASIS&COUNITIERFLASHING SHALL BE W37ALLED IN,A OCORDANICE W THE MANUFACTUEIREMS INSTALIATON ORA CDA0008052015 < CONTINUOUS METAL.14NIMUM 4'V FLASHING SHALL BEL SET�IN AP`PROVED FLASHING CEMOff&SET R.W TO T"ESASE OFTHE WALL.&OVER UNDERLAYMMT. 510TH HOROMMIL,&VEFMCAL mETALPLmmamm 9E FASTENED V J152Mm)iO.C.*/APPROVED FASTNERIES ALL LAPS**U BE A MIINIK"OF C NEW SEALED IN APPROVED FLASHING%CEMENT. FLASHING SHMIL START Li THELOWER PORTM OF TM ROOFTIO'ENWIRE. WAM-04WWWMILITES:OFALLMETA.L.UkPe. THEIENTIRE CONSTRUCTION U ED"OF THIE HORIZONTAL FLMOESKUL BEL SEftW,COWRING ry L L < ALL NAIL PENIETRAIMNS WIAPPROVED FLASHING CIEMENIT& MEM9p AM. SHMM"SHALL OVERLAP THE HIORIZONT)ULFLANGE, &SHALL BE SE 7 IN APPRWED IT LASIHINGCEMENT. BASE FLASHIING SHALL BE OF 8THER CORROSIOP,�-RESWTANT METAL PROVIDED IN SECnCN F=5.2.ai Oft MINERAL SURFACE 0 ROUL MXSh*,V*MHING A MINIMIN OF TXBS.PERIODSM FT. PETE'S TU-R-N ry (3.7S I(OW 0OUNTEFWLASHINGL%y"$E 6iii�i�-RESISTANT MEIrAL 0 A MINIWjM T1HICKNE3S PROMDED it 4 TABLE W3.1 IN THE FLORIDA BULDIINGLCOOEM0. ABCC 111": REFERE TO ALL FLORIDA ROOFING,SHEET METAL&.AR WNDITM(NOCONTRACTOW FRSA)WNMIETE OONCRM 0 1 , 0 BAIM49-MO INISTALLATM MMLIALS FM MORE INFORMATION. CN .............. .................--- -------------- ------ ------------------------ ------- DOOR & WINDOW FLASHING DETAILS n 0 U These materials are copyrighted cnd protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A5020 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS „ 99 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 3, 0 7 ' - PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 9 TREADS @ 11 " c4a) W M O N M 00 293 1 - 0 cV KING y� ------------- _ _ ... _ -_ ...._..._ __ --- __ 2X5 WOOD BLOC L — — J '-' R3 2 O Cn 0000 M 1 1/2" DIA. O.D. ALUMINUM -() DN POWDER COATEDOR WOOD HANDRAI _ a Q a SIN 12 13 14 15 16 17 18 19 20 21 1 HOUR RATED DOOR ry N N 2 oNo 1 HOUR RATED WALLS - � 11 10 9 8 7 6 5 4 3 2 1 Y (SEE 3/A1.10) Imo. o z CONSULTANTS: ry 3 _ _ _ STAIR_ BUILDER/CONSTRUCTOR: A6. RPC GENERAL CONTRACTORS INCORPORATED F O 6 248 Levy Road,Atlantic Beach,Florida 32233 2z w Tel.No.904.241.4416 Z 0 email:www.rpcgc.com U z ALUMINUM POWDER COATED ^ CIVIL ENGINEER: _ ------- W STAIR RAILING SYSTEM OR ^ TAYLOR AND WHITE,INC. I N rr CIVIL DESIGN AND CONSULTING ENGINEERS ry CUSTOM WOOD HANDRAIL I 1 1/2" DIA. O.D. ALUMINUM 9556 Historic Icings Road S.,Suite 102 ry AND RAILING SYSTEM Jacksonville,Florida 32257 I POWDER COATED OR w Tel.No.904.346.0671 „ WOOD HANDRAIL o y y 9 9 9 — _ email:www.TaylorandWhite.com 1 0 8 _ 4 4 2 2 LANDSCAPE AND HARDSCAPE: 6 STAIR DETAIL EUTHENICS STUDIO Ln " TelP. .No.No.904.246.62 9antic Beach,Florida 32233 10 TREADS @ 11 - 1 Sca1-011 w _ _ le. 3 1email:www.kellyehnore.com Z 1 1/2" DIA. O.D. ALUMINUM STRUCTURAL: M POWDER COATED OR WOOD McVEIGH AND MANGUM ENGINEERING 9133 R.G.Skinner Parkway Florida 32256 o' I-.........._............................................................................ GUARDRAIL/HANDRAIL Tel.No.904.483.5200 2SECOND FLOOR STAIR ENLARGED PLAN \ email:www.mcveighmangum.com 0 . — I ry MECHANICAL ELECTRICAL PLUMBING X As.1 o Scale. 1/2 — 1 -0 z TRUSTED 4 Roberts Driv�Jacksonville Beach,Florida 32250 Q Tel.No.904.342.1075 Z email:www.trustr.dengineering.com w Q 99 99 ALUMINUM POWDER COATED , - : " —► i X REVISION: DATE 3' — O 7 ' — 6 STAIR RAILING SYSTEM OR ALUMINUM POWDER Lam' z Q BUILDING DEPARTMENT 05/24/16 CUSTOM WOOD HANDRAIL `�, COATED OR WOOD ` ` ! ^ 0 COMMENTS 0 9 TREADS @ 11 " AND RAILING SYSTEM RAILINGS SPACING Li r r 1 ! Q ^ LJ— @ 4 O.C. TYP. I 00 Li 2 0 o I (\f II Q rY 1 HOUR RATED WALLS EE3/A1.10 I S Q �_ _ 3080 - - - - - - - - - - - S- �- - - - ' C- - o � T -T � I T— T —T I I— w I I I I I I I I I 2ND FLOOR FINISHED F O R 1' I RCHITECT'S SEAL I ^ 12'_6" A F o ry SIN i STOINIM%G I r 103 TOP OF LATEa ; '' 1$ --' 0 I12 I13 I14 15 16 17 18 19 20 21 �IN 10'-0" A. F. i17 CUSTOM WOOD ^ - - - -L - -1 - -1- - — — — - -I- - S I � 6 -r' STAIR ASSEMBLY ry o — — — _� w N —I I ^ w j 15 11 10 9 8 7 6 5 4 3 2 1 `� 5STAI R DETAIL D I I I I I R SIN I SERI 3 L, 00 ;- ---1 —— A6.10 Scale: 1" 1'-0" ,� I I I I 102 0 > 1 Y I I I I A6.10 2 ry - , ALUMINUM POWDER COATED , 11 ALUMINUM POWDER " CADD DWG. FILE NO. Cn — — — - -I- - STAIR RAILING SYSTEM OR , 10 4 c== - - — — - - - - N w COATED OR WOOD - -- USTOM WOOD HANDRAIL �, RAILINGS SPACING SCALE: AND RAILINGS 'STEM 9 \ { 4" O.C. TYP. YSHO" Li 8 @ EAS o O / I Q CADD USER ID: Z N 7 ' — 1 1/2" DIA. O.D. LUMINUM EdpE > 1 - 0 8 - 4 2 3 6 �- POWDER COAT "D OR ""°° `J I PROJECT PHASE: ry 10 TREADS @ 11 WOOD HANDRA L PERMIT SET n Cn PROJECT NUMBER 159 - 799 W i �r1 I� (-D CDA0008052015 J 1 I I- 2 w 1STAIR ENLARGED PLAN CUSTOM WOOD NEW FIRST FLOOR FINISHE FLOOR a ° - STAIR ASSEMBLY ° 4 CONSTRUCTION w A6.10 Scale. 1/2" — 1 -0 �� ° a. 4 a 4 ° o 0 —0 A.F.F. . U ry Q U 11 ,9 PETE'S TURN Y z TYP . ABCC 0 U Q STAIR ENLARGED r3_-� STAIR SECTION DETAI L4 STAIR DETAIL PLAN, SECTION & F A6.10 Scale: 1/2rr _ 1 r_Orr A6.1 o Scale: 1 rr _ 1 r_Orr T Fy 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 10 apply to the overall form of the structures, the arrangement and • • A6m Act of 1990. The copyright protectionspp y g composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of 1 these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS PRE-FABRICATED SPIRAL N TIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ELEVATOR/LIFT NOTE: SPIRAL TAIR NOTE: . STAIR TO MEET FLORIDA P IOR TO CONSTRUCTION. SEE GENERAL NOTES REFER TO ELEVATOR/LIFT SPECIFICATIONS AND REFER TO SPIRAL STAIR SPECIFICATIONS AND SHOP BUILDING CODE EGRESS N , SHOP DRAWINGS FOR MORE INFORMATIONS PRIOR DRAWINGS FOR MORE INFORMATIONS PRIOR TO REQUIREMENTS M N TO CONSTRUCTION. CONSTRUCTION. M 0 STEEL S IRAL STAIR TO MEET FLORIDA BUILDING 3 CODE EGRESS REQUIREMENTS. A6.2o UP REINFORCED CONCRETE o w N SLAB AS PER STRUCTURA- 00 �-. pop DWG. AND/OR MFR. — NM RECOMMENDATION w Uo a4 ON .� N aai w E rya RAILINGS AND PLATFORM AS H PER MFR. SPECIFICATION N 00 I MECH . CHA Ea � USE 5/8 THK. GYPSUM z o- BOARD AT ELEVATOR AND o CONSULTANTS: MECHANICAL CHASE SHAFT \ o % BU ILDER/CONSTRUCTOR \ EXIT SIGN WITH ILLE RPC GENERAL CONTRACTORS INCORPORATED w E LVTel. 248 Levy Road,Atlantic Beach,Florida 32233 z No.904.241.4416 AT EGRESS DOO z n BRUNO VPL-3300B SERIES __ SEE DETAIL 4&5/ S 1.10 i email:www.rpcgc.com Lni� ; VERTICAL PLATFORM LIFT OR \ - �- - - �- I CIVIL ENGINEER: Fy- TAYLOR AND WHITE,INC. jAPPROVED EQUAL J CIVIL DESIGN AND CONSULTING ENGINEERS o W I � \ S _ 0" 9556 Historic Kings Road S.,Suite 102 -� o00r2ND FLOOR TOP OF PLATE Jacksonville,Florida 32257 U f 0 22'- " A.F.F. Tel.No.ww.Tay.oran \ 6 email:www.TaylorandViMte.com 4 F I RTS AND SECOND SPIRAL STAIR ENLARGED PLANS LANDSCAPE AND HARDSCAPE EUTHENICS STUDIO W Afi.20 Scale: 3/4" — 1'-0" P.O.Box 330351,Atlantic Beach,Florida 32233 Tel.No.904.246.6219 email:www.kellyehnore.com Q STRUCTURAL: M MCVEIGH AND MANGUM ENGINEERING RAILINGS AND PLATFORM AS o` USE 5/8" THK. GYPSUM 9133 R.G.Skinner Parkway Florida 32256 PER MFR. SPECIFICATIONS e ° ry BOARD AT ELEVATOR AND email:www.mcveighmangum.com X MECHANICAL CHASE SHAFT � I MECHANICAL ELECTRICAL PLUMBING Q i' ' I TRUSTED ENGINEERING - 1514 Roberts Drive, Jacksonville Beach,Florida 32250 .904.342.1075 SOLID BACKING OUTLINE emailrOwww trustedengineering.com 4' — 52 FROM TOP OF UNIT DOWN 10" - -- U_ i z REVISION: DATE CLEAR 2ND FLOOR FINISHED FLOOR 21 BUILDING DEPARTMENT 05/25/16 o COMMENTS • • 12 -6�� A.F.F. V) 2 SECOND FLOOR ELEVATOR ENLARGED PLAN FRESH AIR RETURN DUCT TO = A6.20 Scale: 1I2" - 1'-0" SOUTH GABLE END LOUVER o RE: MECHANICAL DRAWING 0 I LLJ o 2ND FLOOR FINISHED FLOOR 3 — — TOP OF PLATE 7 12'_6„ A.F.F. A6.20 10'-0" A.F.F. w ARCHITECT'S SEAL M 15 U' — TOP OF PLATE o '' ? —, ............. -= 10,_0,. A.F.F. LLJ 4 --- w -, Li MECHANICAL CHASE I I i RE: MECHANICAL DRAWING Li Cn I Li MECH . CHA E p ! 11 USE 5/8 THK. GYPSUM PRE-FABRICATED SPIRAL BOARD AT ELEVATOR AND BRUNO VPL-33008 SERIES STAIR TO MEET FLORIDA ry MECHANICAL CHASE SHAFT VERTICAL PLATFORM LIFT OR BUILDING CODE EGRESS 0 _ APPROVED EQUAL REQUIREMENTS � — = ELEV CADD DWG. FILE NO. I i BRUNO VPL-3300B SERIES _f...........,.._... 8 Ln)° �' ( �; VERTICAL PLATFORM LIFT OR SCALE: O � Q � 7 AS SHOWN Z APPROVED EQUAL , W I CADD USER ID: D i KdpE U I �'' i — w i PROJECT PHASE: j 5 ry PERMIT SET 4 PROJECT NUMBER r 1ST FLOOR FINISHED FLOOR CDA0008052015 - 0._0,. A.F.F. • o • I, A :E .a. 4 .1 v- 4 J. a.o n: Q ° a ?r 4i o a 4 3_ l — 2 NEW -......... U . CONSTRUCTION IL 1 J-.............._..........................T.._....-.......-.-.....-...-....._..._.........A..............._ ry //l Q 1 ST FLOOR FINISHED FLOOR q 5 >> REINFORCED CONCRETE SLAB 00 A.F.F . 0 2 RE: STRUCTURAL DRAWING PETE'S TURN rK *1 *1 CLEAR ABCC U 0 o FIRST ELOOR ELEVATOR ENLARGEDPLAN 3EL.EVATOR/LIFT SECTION DETAIL 5SPIRAL STAIR ELEVATIONELEVATOR/LIFT O N = A6.20 Scale: 1/2I - 11-01- 1'-0" Afi.2o Scal 1/2" = 1'-0" A6.20 scale: 3/4" = 1'-0" ENLARGED P C-)0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 17 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and M A6m2O composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 1 RE:MECH.DRAWING - --- ' DO NOT MEASURE DRAWINGS 7 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRE-FABRICATED 60"DIA PRIOR TO CONSTRUCTION. SEE GENERAL NOTES MTL.SPIRAL STAIR TO MEET KITCHEN EXHAUST — )-- -- `\!1 FLORIDA BUILDING CODE RE:MECH.DWG. ? EGRESS REQUIREMENTS DNoNN 00 O 0000`\ ,�MECH. CHASE " N CUSTOM, _ _ METAL STRUCTURE/BEAM O > o a�o METAL POSTS W/FLANKING v�'WAVE SCROLL'BRACKETS(TYP.) .yC O� 9jFABRIC AWNING(ADVANCED AWNING 8�DESIGN LLC 9047245567)ELEV 2010000 NNw .-- - – ----.._..__....__.._._ -... Vry —-w0 0 - U ry N00 z VAULTED CEILING 0 OUTLINE ABOVE SEATING AREACONSULTANTS: BUILDER/CONSTRUCTOR: 200RPC GENERAL CONTRACTORS INCORPORATED 248 Levy Road,Atlantic Beach,Florida 32233 CnTel.No.904.241.4416 email:www.rpcgc.com CIVIL... TAYLOR AND WRIER..._. CONSUL GINEERS Fy __. CIVIL,DESIGN AND C TING EN_-..__..._............_..._...------._. .........-_... __....o 257 ' urte 102 55 stone gs oJacksonville,Florida 32ry N we. o.oemai:www.TaylorandWhite.com LANDSCAPE AND HARDSCAPE: EUTHENICS STUDIO P.O.Box 330351,Atlantic Beach,Florida 32233 w DNTel.No.904.246.6219 email:www.kellyelmore.com Q 11 12 13 14 15 16 17 18 19 __.....__.._.mMcVEIGH AND MANGUM ENGINEERING 9 8 7 6 5 4 3 2 19133 R.G.Skinner Parkway Florida 32256 STAIRTel.No.904.483.5200202 email:www.mcveighmangum.com ry MECHANICAL ELECTRICAL PLUMBING TRUSTED ENGINEERING z1514 Roberts Drive, Jacksonville Beach,Florida 32250 Tel.No.904.342.1075 emai:www.truste ngineering.com 2 SECOND FLOOR ELECTRICAL PLAE1.10 Scale: 1/4"— 1'-011 REVISION: DATE BUILDING DEPARTMENT 05/25/16 0 VVIVVRC 1 C OLMD Mal f CR 0 1 R1COMMENTS UwCONDENSING UNIT LOCATION MFR. SPECIFICATIONS:n RE' ME HAI D WIG PRE-FABRICATED W'DIA.KITCHEN EXHAUST-ABOVE MTL.SPIRAL STAIR TO MEET "7RE: MECH.DWG. , FLORIDA BUILDING CODE EGRESS REQUIREMENTS LEGENDC,BUILDING FLARE OUTLINE ' '� ','o RE:SHEET A3.10 ` �' '` -'` 110V POWER LiQPASSTHRUWINDOWWC HOT AND COLD WATER CONNECTIONS \ / I W/ROLL UPV, I ------- C COLD WATER CONNECTION ---_ , :; 8 I �; �, moiMECH. CHASE ?ELEVATOR TORER(i I, h.{ _;. ,�u$�MDUP I ' METAL STRUCTURE/BEAM ON CUSTOM G GAS SERVICE CONNECTION RCHITECT's SEAL im ;PANEL ........ . I = -' �rw►r�saac __ �— __se'FUTTOPc,Rut —__ ___._ _ _y I g METAL POSTS W/FLANKING ® AICFM __..... I 'WAVE-SCROLL'BRACKETS(TYP.).QECTRIC ` �' ' 7 .._ FABRIC AWNING ADVANCED AWNING 8� ® FLOOR DRAIN DESIGN LLC 9047245567) PANEL Y� \ ire2% KITCHEN/SERVING ® 10wp ELEV LECT./HVAC/STO. ` : 17� 107 r_a , O CABLE TV CONNECTION ......... 13 t+000rn�eo� 108101 ��r a�r�r acoacr�O z Y STATIONI ----IDATA CONNECTION 109 coo oo�eo ITTOPBOTILEeefu COOLER 1Y ary 3080 FLAT SCREEN TV MOUNTED 8'-6"A.F.F, eoww� � )UTCH 00R) ._..POS IPOS PRINTERSTATION mSEATING AREA POS PRINTER 100 KITCHEN EQUIPME T SCHEDU E ry DO ITEM# QTY. DESCRIPTION MANUFACTURER 1 MODEL# \\_ '` CADD DWG. FILE NO. 1 16 GAS FRYER ANETS(SGL40)40 LB-SILVERLINE SERIES-(0) o I �- COVEREDTERRACE 2 1 48"LOW BOY COOLERSCALE: ;' f1 .,; O01AS SHOWN 3 1 36 FLAT TOP GAS COUNTERTOP GRILL VOLLRATH 40721 CAYENNE CADD USER ID: > ___ f 4 2 26"REFRIGERATOR 1 FREEZER COMBO TURBO AIR JRF-19 26'J SERIES EdpE PROJECT PHASE: La ry 5 1 60"MEGA TOP 2 DOOR SANWICH 1 SALAD PREP REF. PERMIT SET 6 1 12"x16"WALL MOUNTED HAND SINK REGENCY,ITEM 600HS12SP PROJECT NUMBER ry 7 2 48"LONG(3)COMPARTMENT SINKREGENCY,ITEM:60OB3101413cDA000sos2ois r--T—T—,--,--T---,--7--,--r8 1 30"ICE MACHINE MANITOWOC UN31OW NEO � TORAGP „ � NEW 103 I I I I I I I I I I \ 9 1 30STAND UP REFRIGERATOR RENTED FROM COKE12 '13 114 115161117 X18 119 120121 STORAGE / N W EN CONSTRUCTION 4�=_�=_� , 104 6 10 1 12"X23”DUMP SINK/BLENDER STATION ADVANCE TABCO SD-RS-12 Q 11I 101 9 8 7 6 5 4 3 2 1 , STAIR �Y \ 11 102 �SINK❑ 11 1 36 COCKTAIL STATION U CD REINFORCED SLAB ON GRADE WITHn12 1 65 BOTTLE COOLERAVANTCO JBC-65 COMMERCIALPETE S TURN 048x48 SQ. SCORED PATTERN ORAS PERLANDSCAPE ARCHITECTS DWG. 13 1 19 LONG HOOD WITH ANSUL ��AIRE ABOREBOARD11MOUNTING AREA 14 1 60 LONG FOOD WARMER MANUFACTURER o BUILDING FLARE OUTLINE RE:SHEETA3.10KIT HEN PLAN CD CFIRST FLOOR ELECTRICAL PLAN o10 Scale: 1/4"= 1'-011 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. HVAC SYMBOLS MECHANICAL GENERAL NOTES MECHANICAL GENERAL NOTES 1. DRAWINGS ARE GENERALLY DIAGRAMMATIC. ROUTING OF PIPING AND DUCTWORK AS SHOWN DOES NOT INTEND TO N o A 24x12 DUCT SIZE FREE AREA (1ST NUMBER IS DUCT WIDTH ON PLAN 1. ALL EQUIPMENT AND COMPONENTS FOR HEATING , VENTILATING, AND AIR CONDITIONING SYSTEMS SHALL SHOW EVERY RISE, DROP, OFFSET, FITTING NOR EVERY STRUCTURAL ELEMENT THAT MAY BE ENCOUNTERED DURING W VIEW, 2ND NUMBER IS DUCT DEPTH IN PLAN VIEW.) COMPLY AND BE INSTALLED FOR THE EFFICIENT UTILIZATION 7 ENERGY IN ACCORDANCE WITH LOCAL THE INSTALLATION OF THIS WORK. EACH CONTRACTOR SHALL MAKE ANY REQUIRED CHANGES FROM THE GENERAL CODES. ROUTING SHOWN ON THESE DRAWINGS, SUCH AS OFFSETS, BENDS OR CHANGES IN ELEVATION DUE TO o o o 2. HVAC EQUIPMENT OPERATED DURING CONSTRUCTION SHALL AVE MERV 11 HIGH CAPACITY PLEATED COORDINATION WITH THE WORK OF OTHER TRADES AND BUILDING CONSTRUCTION. ALL CHANGES SHALL BE MADE _ w o0 000 WITHOUT ADDITIONAL COST TO THE OWNER OR DELAY IN COMPLETION DATE OF THE PROJECT. ~ N ROUND FLEXIBLE DUCT DISPOSABLE FILTERS INSTALLED AND REPLACED WEEKLY. THE RETURN DUCTWORK SHALL ALSO BE _ N PROTECTED BY AN APPROVED FILTER SYSTEM. 2. IT IS INTENDED THAT EQUIPMENT SHALL BE LOCATED SYMMETRICALLY WITH THE ARCHITECTURAL ELEMENTS OF 3. ALL MECHANICAL EQUIPMENT SHALL BEAR THE LABEL OF AN APPROVED AGENCY, AND SHALL BE THE BUILDING, NOTWITHSTANDING THE FACT THAT LOCATIONS INDICATED BY THESE DRAWINGS MAY BE , U &d ON SINGLE BLADE OR OPPOSED BLADE MANUAL VOLUME DAMPER. IN TALLED IN ACCORDANCE WITH THE INFORMAl10N ON THE EL AND PER THE MANUFACTURER'S DISTORTED FOR CLEARNESS OF PRESENTATION. r ti S RECOMMENDATIONS. THE MECHANICAL CONTRACTOR SHALL MkINTAJN THE MANUFACTURER'S INSTALLATION 3. CONTRACTOR SHALL CHECK DRAWINGS OF OTHER TRADES TO VERIFY THAT SPACES IN WHICH THEIR WORK WILL VJ INSTRUCTIONS FOR ALL MECHANICAL EQUIPMENT AT THE J SITE. THE MECHANICAL EQUIPMENT SPECIFIED SHALL MEET ALL APPLICABLE STANDARDS INCLUDI G THE FLORIDA MECHANICAL CODE, SMACNA, BE INSTALLED ARE CLEAR OF OBSTRUCTIONS. WORK SHALL BE INSTALLED TO MAINTAIN MAXIMUM HEADROOM NOTES �� ' �" °' °° �' ASHRAE, AND THE FLORIDA FUEL GAS CODE. AND SPACE CONDITION AT ALL POINTS IN THE BUILDING. WHERE HEADROOM OR SPACE CONDITIONS APPEAR MECHANICAL 00 I� V1 01 � M TAUTOMATIC CONTROL. (MOTORIZED) DAMPER INADEQUATE, CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE INSTALLATION �c 4. THE CONSTRUCTION OF ALL DUCTWORK MUST BE IN ACCORD CE WITH THE LATEST SMACNA DUCT OF THEIR WORK. RK CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. COVERT GS AND LININGS, INCLUDING ADHESIVES, DUCTWORK c M SHALL HAVE A FLAME-SPREAD AD INDEX NO MORE THAN 25 A D ASMOKE-DEVELOPED INDEX NOT MORE 4. CONTRACTOR SHALL FURNISH OTHER TRADES ADVANCE INFORMATION AND/OR SHOP DRAWINGS ON LOCATIONS ALL DUCTWORK SIZES SHOWN ON THE DRAWINGS ARE INSIDE DIMENSIONS. WHERE DUCT LINING IS CALLED FOR UCd 4J FID OR SD THAN 50, WHEN TESTED IN ACCORDANCE WITH ASTM E 84. OCT COVERINGS AND LININGS SHALL NOT AND SIZES OF PIPING, DUCTWORK, CONDUIT, RACEWAYS, EQUIPMENT, FRAMES, BOXES, SLEEVES AND OPENINGS, 1. CONTRACTOR SHALL INCREASE THE SIZE OF THE DUCT TO MAINTAIN THE MINIMUM INSIDE DIMENSIONS CALLED FOR a � a 0� FIRE DAMPER OR SMOKE DAMPER (2 HOUR OR 4 HOUR BASED ON FLAME, GLOW, SMOLDER OR SMOKE WHEN TESTED IN ACCOR ANCE WITH ASTM C 411 AT THE SHALL NOT FALL ETC. NEEDED FOR THEIR WORK TO ENABLE OTHER TRADES AFFECTED TO INSTALL THEIR WORK PROPERLY AND ON THE DRAWINGS. ALL BRANCH TAKE-OFFS TO DIFFUSERS SHALL BE SAME SIZE AS DIFFUSER NECK CONNECTION. E ` O TEMPERATURE TO WHICH THEY ARE EXPOSED IN SERVICE. E TEST TEMPERATUREWITHOUT DELAY. O RATING OF PENETRATING WALL) BELOW 250 DEG. F. FLEXIBLE DUCTS AND CONNECTORS SHA BE TESTED IN ACCORDANCE NTH UL 181 '� 14 = AND BE LABELED. FLEXIBLE CONNECTORS SHALL BE LIMITED TO A MAXIMUM LENGTH OF 10 FEET. DUCTS5. WHERE THERE IS EVIDENCE THAT WORK OF ONE TRADE WILL INTERFERE WITH WORK OF OTHER TRADES, ALL TRADES 2. ALL DUCTWORK CONNECTIONS TO AIR MOVING EQUIPMENT SHALL BE MADE WITH FLEXIBLE DUCT CONNECTIONS ON U v MUST BE SEALED IN ACCORDANCE WITH THE INTERNATIONAL ENERGY CONSERVATION CODE. RIGID DUCTS � IN SUPPLY DUCT TOP VI MUST BE SUPPORTED AT INTERVALS NOT EXCEEDING 10 FEEL AIR FILTERS SHALL BE LISTED AND SHALL MEET ON JOB SITE TO WORK OUT SPACE CONDITIONS AND MAKE SATISFACTORY ADJUSTMENTS TO THE INLET AND DISCHARGE OF ALL SUPPLY, RETURN AND EXHAUST FANS (EXCEPT ROOF MOUNTED EXHAUST �r < X RISE OR DROP ( MEW) INSTALLATION OF THE NEW WORK. CONTRACTORS SHALL VERIFY EXACT LOCATIONS OF ALL DEVICES AND EQUIPMENT FANS). o ARROW SHOWS DIRECTION OF FLOW LABELED. WITH FIELD CONDITIONS, SHOP DRAWINGS, AND WORK OF OTHER TRADES PRIOR TO ROUGH-IN. CONTRACTOR SHALL BE o, 0 5. AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2 CFM SHALL BE PROVIDED WITH RETURN RESPONSIBLE, AT THEIR OWN EXPENSE, FOR THE REMOVAL AND REINSTALLATION OF ANY PART OF THEIR WORK IF 3. INSTALL TURNING VANES IN ALL SQUARE DUCT ELBOWS. INSTALL MANUAL VOLUME DAMPERS IN EACH BRANCH Y DUCT MOUNTED SMOKE DETECTOR. ALL RETURN DUCT MOUN D SMOKE DETECTORS SHALL BE INSTALLED SAME WAS INSTALLED WITHOUT CONSULTING WITH OTHER TRADES BEFORE INSTALLING THEIR WORK. DUCT AT CONNECTION TO MAIN DUCT AND IN EACH DUCT AFTER A BRANCH DUCT.SPLIT. z R INCLINED RISE (R) OR DROP (D), ARROW UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS AN OUTDOOR AIR CONNECTIONS. SMOKE IN DIRECTION AIR FLOW DETECTORS SHALL BE LABELED FOR INSTALLAl10N IN AIR DI TRIBUTION SYSTEMS AND INSTALLED IN 4. THE LOCA11ONS SHOWN FOR ALL DIFFUSERS, REGISTERS AND GRILLES, ETC. ARE DIAGRAMMATIC. LOCATIONS SHOWN CONSULTANTS: v ACCORDANCE WITH NFPA 72. UPON ACTIVATION, THE SMOKEDETECTOR MUST SHUT DOWN THE AIR 6. CONTRACTOR SHALL PROVIDE SLEEVES IN BEAMS, FLOORS, COLUMNS AND WALLS AS SHOWN ON THE DRAWINGS, ON THE DRAWINGS SHALL BE MET AS MUCH AS POSSIBLE WITH EXACT LOCATIONS DETERMINED ACCORDING TO `` DISTRIBUTION SYSTEM. AS REQUIRED BY JOB SITE CONDITIONS, AND/OR AS SPECIFIED, WHEN INSTALLING THEIR WORK. ALL BEAMS AND FIELD CONDITIONS AND AS APPROVED BY THE GENERAL CONTRACTOR AND/OR THE ARCHITECT. STRUCTURAL: 0 Z MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL FIR' DAMPERS IN DUCTWORK AND FlRESTOP ALL COLUMNS WHICH ARE REQUIRED TO BE SLEEVED SHALL BE CUT AND REINFORCED AS REQUIRED BY FIELD McVEIGH AND MANGUM ENGINEERING w SQUARE OR RECTANGLE TO ROUND DUCT TRANSITION 6• CONDITIONS. LOCATIONS AND SIZES SHALL BE CHECKED AND APPROVED BY ARCHITECT AND STRUCTURAL cn PIPE PENETRATIONS THRU RATED FLOORS, CEILINGS AND W . VERIFY LOCATIONS � ALL RATED 5. INSTALL A SHEET METAL SLEEVE AROUND ANY DUCTWORK WHICH GOES THROUGH 1 HOUR RATED WALL 9133 R.G.Skinner Parkway Florida5 z ASSEMBLIES WITH ARgHITECTURAL PLANS. FIRE DAMPERS ALL BE IN ACCORDANCE WITH UL 555. ENGINEER BEFORE CONTRACTOR CUTS ANY STRUCTURAL BUILDING MEMBER. CONSTRUCTION, PACK FIBERGLASS INSULA11ON AROUND SLEEVE AND DUCT AND CAULK WITH FIRE SEAL CAULKING. Tel.No.904.483.5200 OTHERWISE FURNISH AND INSTALL FIRE DAMPER RATED TO MATCH CONSTRUCTION FIRE RATING. VERIFY LOCATIONS LANDSCAPE AND HARDSCAPE: z 7. THE MECHANICAL CONTRACTOR SHALL HIRE AN INDEPENDEN AND CERTIFIED TEST AND BALANCE 7. THE SEQUENCE FOR THE INSTALLATION OF ALL WORK SHALL BE COORDINATED BETWEEN ALL CONTRACTORS OF ALL RATED ASSEMBLIES WITH ARCHITECTURAL PLANS. FIRE DAMPERS SHALL BE IN ACCORDANCE WITH UL 555. EUTHENICS STUDIO CONTRACTOR, AND SHALL PROVIDE A TEST AND BALANCE PORT TO BE SENT TO THE BUILDING ON THE PROJECT AND IN STRICT ACCORDANCE WITH CONSTRUCTION MANAGER AND OWNER'S STIPULATIONS AS MECHANICAL PLANS MAY NOT SHOW LOCATIONS OF ALL REQUIRED FIRE DAMPERS. U.C. UNDER CUT DOOR - ARROW INDICATES TYPE AND DEPARTMENT NO LESS THAN THREE DAYS PRIOR TO FINAL I SPECTION. OR AS DIRECTED./ Tel.No.904.246.6219 CALLED FOR AND P.O.Box 330351,Atlantic Beach,Florida32233 � DIRECTION OF AIR FLOW UNDER DOOR. c 8. PROVIDE LOCKABLE MANUAL BALANCING DAMPERS AT ALL ERANCH TAKE-OFFS TO AIR DEVICES. BRANCH 8. CONTRACTOR SHALL REVIEW ALL OTHER TRADE DRAWINGS (BEFORE SUBMITTING THEIR BIDS) TO FAMILIARIZE 6. ALL DUCTS JOINTS SEALED WITH DUCT MASTIC, APPROVED TAPE OR OTHER APPROVED METHOD. o SIZES TO AIR DEVICES SHALL BE SAME AS AIR DEVICE NEC SIZE UNLESS SHOWN OTHERWISE ON PLANS. MECHANICAL ELECTRICAL PLUMBING � THEMSELVES WITH THE EXTENT OF ALL OTHER CONTRACTOR TRADE WORK FOR THIS PROJECT. CEILING HEIGHTS AND 7. DUCTWORK SHALL HAVE A MINIMUM INSULATION R-VALUE OF R-8 FOR OUTDOOR SPACES, AT11C SPACES, AND 'TRUSTED ENGINEERING 0 9. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE ATRIAL, STATE AND LOCAL CODES AND CLEARANCES SHALL BE REVIEWED FOR INSTALLING THEIR WORK. UNCONDITIONED SPACES, AND R-3.5 FOR CONDITIONED SPACES. ENERGY CODE MINIMUM R VALUES SHALL PREVAIL 1514 Roberts Drive, Jacksonville Beach,Florida 32250 REGULATIONS GOVERNING THE INSTALLATION OF THE WORK VOLVED. ALL PERMITS FOR THE Tel.No.904.342.1075 NEW DUCTWORK AND AIR DEVICES TO MATCH EXISTING. INSTALLATION OF THE WORK AND ALL INSPECTIONS OF SAM SHALL BE ARRANGED FOR BY THIS 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN CLEAN-UP DURING CONSTRUCTION. IF CONTRACTOR FAILS TO 8. ALL DUCT SYSTEMS SHALL BE PRESSURE TESTED AND LEAKAGE RATES BE PROVEN TO BE AT OR BELOW N CONTRACTOR. ALL FEES AND ASSESSMENTS IN CONNECTION THEREWITH SHALL BE PAID BY THIS PROVIDE SUCH CLEAN-UP, THE GENERAL CONTRACTOR WILL DIRECT ANOTHER CONTRACTOR TO PERFORM THE c.A.#27936 z ALLOWABLE ADOPTED ENERGY CODE LIMITS. a EXISTING DUCTWORK AND AIR DEVICES TO REMAIN. CLEAN CONTRACTOR, THE COST OF WHICH SHALL BE INCLUDED IN EIR BID. CLEAN-UP AND THE NEGLIGENT CONTRACTOR SHALL PAY THE ASSOCIATED BACK-CHARGES AS DEEMED N4". BUILDER/CONSTRUCTOR m AND RECONDITION AS REQUIRED. >- 10. ALL CONCEALED RECTANGULAR SUPPLY AND RETURN DUCTWORK SHALL BE WRAPPED WITH 1-1/2" FOIL RPC GENERAL CONTRACTORS INCORPORATED 2233 z FACED INSULATION. ALL CONCEALED ROUND SHALL BE WRAPPED WITH 1-1/2" FOIL FACED INSULATION. 10. CONTRACTOR SHALL INSTALL ALL AUXILIARY SUPPORTING STEEL AS REQUIRED FOR THE SUPPORTING OF THEIR Q K AND AIR DEVICES TO BE REMOVED. 10. SUPPORT ALL DUCTWORK WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 FEET OR BY OTHER 248 Levy Road,Atlantic Beach,Florida 3 EXISTING DUCTWORK NO INSULATION ON EXPOSED SPIRAL UNLESS NECESSARY, EN SPIRAL SHALL BE LINED AND INCREASED PIPING, DUCTWORK, CONDUIT, EQUIPMENT, ETC. ALL SUPPORTING STEEL FOR ITEMS ABOVE A SUSPENDED CEILING APPROVED DUCT SUPPORT SYSTEMS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. FLEXIBLE Tel.No.904.241.4416 ® IN DIAMETER TO PREVENT IMPEDANCE TO AIRFLOW. SHALL BE FROM BUILDING STRUCTURAL MEMBERS ONLY. AND OTHER FACTORY MADE DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER'S 0 11. ALL VENTS AND EXHAUSTS SHALL BE LOCATED A MINIMUM 15'-0" FROM ANY FRESH AIR INTAKES PER 11. CONTRACTOR SHALL STORE ALL MATERIALS AND EQUIPMENT SHIPPED TO THE SITE IN A PROTECTED AREA. IF INSTALLATION INSTRUCTIONS. ALL SUPPORTS SHALL BE HUNG FROM TOPS OF STRUCTURAL BEAMS AND JOIST'S m ' CEILING SUPPLY DIFFUSER LOCAL CODES. PLUMBING VENTS SHALL BE A MINIMUM OF 1 -0" FROM ANY FRESH AIR INTAKE. EXTEND MATERIAL IS STORED OUTSIDE OF THE BUILDING, IT MUST BE STORED OFF THE GROUND A MINIMUM OF SIX INCHES ONLY, NOT ROOF DECK. Or- o z TERMINATION HEIGHT TO PROVIDE A 15' 0" CROSS SECTION CLEARANCE FROM PLUMBING VENTS WHERE (6") SET ON 6 X 6 PLANKS AND/OR WOOD PALLETS. ALL MATERIAL AND EQUIPMENT MUST BE COMPLETELY COVERED U- NEEDED. WITH WATERPROOF TARPS OR VISQUEEN. ALL PIPING AND DUCTWORK WILL HAVE THE ENDS CLOSED TO KEEP OUT } ® CEILING RETURN AIR DIFFUSER a 12. COORDINATE DIFFUSER LAYOUT WITH ARCHITECTURAL AND ELECTRICAL REFLECTED CEILING PLANS. DIRT AND OTHER DEBRIS. NO EQUIPMENT WILL BE ALLOWED TO BE STORED ON THE SITE UNLESS IT IS SITTING ON PIPINGREVISION: DATE z WOOD PLANKS AND COMPLETELY PROTECTED WITH WEATHERPROOF COVERS. 1. ALL PIPING SHALL BE SUSPENDED WITH CLEVIS AND/OR TRAPEZE PIPE HANGERS. INSULATED PIPING SHALL REST ON SUPPLY REGISTER 13 ALL DUCTWORK TO BE ROUTED AS HIGH AS POSSIBLE, UN SS NOTED OTHERWISE ON PLANS. MECHANICAL REVISION 06/01/16 o ® APPROVED PIPE COVERING PROTECTION SADDLES OR SHEET METAL INSULATION SHIELDS. Q RETURN / EXHAUST GRILLE 14. ALL EXPOSED ROUND DUCTWORK SHALL BE SPIRAL TYPE UNLESS SHOWN OTHERWISE ON PLANS. 12. THE DRAWINGS, SCHEDULES AND SPECIFICATIONS HAVE BEEN PREPARED USING ONE MANUFACTURER FOR EACH ® PIECE OF EQUIPMENT AS THE BASIS FOR DIMENSIONAL DESIGN. IF THE CONTRACTOR PURCHASES EQUIPMENT LISTED 2. ALL PIPING PASSING THRU FLOOR CONSTRUCTION SHALL HAVE A SCHEDULE 40 STEEL PIPE SLEEVE INSTALLED z 15. THE MECHANICAL CONTRACTOR SHALL TURN OVER THE SPA TO THE OWNER WITH THE INSIDES OF ALL AS A SPECIFIED ACCEPTABLE MANUFACTURER BUT IS NOT THE SCHEDULED MANUFACTURER USED FOR THE BASE AROUND PIPE WITH FIBERGLASS INSULATION AND FIRE SEAL CAULKING. ALL PIPE PASSING THRU WALLS SHALL 2 TAKEOFF WITH MANUAL VOLUME DAMPER DUCTWORK CLEAN AND FREE OF DEBRIS. ALL DUCT SMOKE DETECTORS, RTU COILS, DAMPERS, DESIGN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL THE DIMENSIONS OF THE EQUIPMENT TO HAVE A GALVANIZED SHEET METAL OR SCHEDULE 40 STEEL PIPE SLEEVE INSTALLED AROUND THE PIPE WITH 2 ECONOMIZERS, ACTUATORS, ETC SHALL BE CLEAN AND FR OF DEBRIS. NEW, HIGH CAPACITY MERV 8 VERIFY THAT IT WILL FIT IN THE SPACE SHOWN ON THE DRAWINGS. MINOR DEVIATIONS IN DIMENSIONS WILL BE FIBERGLASS INSULATION AND FIRE SEAL CAULKING. FlRESTOP ALL PIPE PENETRATIONS THRU RATED FLOORS, o CEILINGS AND WALLS. SEAL ALL PENETRATIONS THRU EXTERIOR WALLS WATER AND MAKE WEATHER TIGHT. ALL U LOCKABLE MANUAL VOLUME DAMPER (MVD) PLEATED FILTERS SHALL BE INSTALLED AT PROJECT TURN VER. ALL BELTS SHALL BE REPLACED WITH PERMITTED, PROVIDED THE RATINGS MEET THOSE SHOWN ON THE DRAWINGS AND EQUIPMENT WILL PHYSICALLY FIT w NEW AT PROJECT TURN OVER. INTO THE SPACE ALLOCATED WITH SUITABLE ACCESS AROUND EQUIPMENT FOR OPERA11ON AND MAINTENANCE ON ROOF FLASHING SHALL BE BY THE ROOFING CONTRACTOR. X FIRE DAMPER THE EQUIPMENT AND AS PER CODE. MOTORIZED DAMPER HVAC AE3BREVIATICNS 3. SEE LARGE SCALE DRAWINGS (DETAILS) FOR ALL REQUIRED VALVES, FITTINGS, GAUGES, VENTS, THERMOMETERS o -� 13. CONTRACTOR AND/OR MANUFACTURER SHALL VERIFY THAT THE CHARACTERISTICS OF THE EQUIPMENT THEY WHICH ARE CONNECTED TO MECHANICAL EQUIPMENT. ALL WORK SHOWN ON DETAILS SHALL BE BY INSTALLING ir o EQUIPMENT TYPE SUBMIT FOR REVIEW MEETS THE CAPACITY AND DUTY SPECIFIED. WHEN EQUIPMENT IS SUBMITTED FOR REVIEW AND CONTRACTOR UNLESS OTHERWISE NOTED. EQUIPMENT TAG ACV AUTOMATIC CONTROL VALVE HWR HOT WATER RETURN DOES NOT MEET THE PHYSICAL SIZE OR ARRANGEMENT OF THAT SCHEDULED AND SPECIFIED, CONTRACTOR SHALL 4. NOT USED. PAY FOR ALL ALTERATIONS REQUIRED TO ACCOMMODATE SUCH EQUIPMENT AT NO ADDITIONAL COST TO OWNER. a - EQUIPMENT # AD ACCESS DOOR HWS HOT WATER SUPPLY CONTRACTOR WILL ALSO PAY ALL COSTS FOR ADDITIONAL WORK REQUIRED BY OTHER CONTRACTORS, OWNER, (n ARCHITECT OR ENGINEER TO MAKE CHANGES WHICH WOULD ALLOW THE EQUIPMENT TO FIT IN THE SPACE AND o o PLAN NOTE TAG AFF ABOVE FINISHED FLOOR LAT LEAVING AIR TEMPERATURE FUNCTION AS INTENDED. �-- ENGINEER'S SEAL PLAN NOTE REFERENCE AG AIR GAUGE LWT LEAVING WATER TEMPERATURE 5. NOT USED. JASON LEE DYER D NUMBER 14. CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF BUILDING MATERIALS AS REQUIRED FOR PE67179 f5 BFC BELOW FINISHED CEILING MOD MOTOR OPERATED DAMPER INSTALLATION OF WORK AND PROVIDE ALL HOLES AND SLEEVES FOR INSTALLATION OF WORK. BHP BRAKE HORSE POWER MU MAKE-UP WATER 15. MECHANICAL CONTRACTOR SHALL PROVIDE ON SITE INSTRUCTION OF OWNER'S OPERATING PERSONNEL FOR ALL w A-1 x1 AIR DEVICE TYPE AND SIZE SYSTEMS AND EQUIPMENT INSTALLED UNDER THEIR CONTRACT. BTU BRITISH THERMAL UNIT MVD MANUAL VOLUME DAMPER (LOCKABLE) o AIR FLOWN CFM 16. BEFORE STARTING ANY SYSTEM, INSTALLING CONTRACTOR SHALL CONTACT EQUIPMENT MANUFACTURER TO VERIFY � BTUH BRITISH THERMAL UNIT PER HOUR N/A NOT APPLICABLE THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER LUBRICATION, DRIVE ROTATION, 6. NOT USED. CL / BELT TENSION, CONTROL SEQUENCE OR OTHER CONDITIONS WHICH MAY CAUSE DAMAGE TO THE EQUIPMENT. 0� CFH CUBIC FEET PER HOUR (GAS) NC NEW CONNECTION w T THERMOSTAT /HUMITSAT- MTD 0 50-AFF, U.N.O. 17. CONTRACTOR AND/OR MANUFACTURER SHALL VERIFY THAT THE CHARACTERISTICS OF THE EQUIPMENT THEY 7, PROVIDE PROPER SUPPORTS, PER CODE, HUNG FROM TOPS OF STRUCTURAL BEAMS AND JOISTS ONLY, NOT ROOF (n O CFM CUBIC FEET PER MINUTE NK NECK D SUBMIT FOR REVIEW MEETS THE CAPACITY AND DUTY SPECIFIED. DECK. w THERMOSTAT /HUMITSA - TD 0 50-AFF, U.N.O. m COCLEANOUT N.C. NORMALLY CLOSED } 18. THE MECHANICAL CONTRACTOR TO PROVIDE 1/4 INCH SCALE PIPING AND DUCTWORK DRAWINGS FOR COORDINATION 8. NOT USED. a S REMOTE TEMPERATURE/HUMIDITY SENSOR. WITH OTHER TRADES. DRAWINGS TO INDICATE DIMENSIONS AND ELEVATIONS OF ALL PIPING AND DUCTWORK. � CHWR CHILLED WATER RETURN N.I.C. NOT IN CONTRACT OPEN DRAWINGS TO ALSO INCLUDE ALL WALL/FLOOR/ROOF OPENINGS. o ® DUCT SMOKE DETECTOR CHWS CHILLED WATER SUPPLY N.O. NORMALLY 0 N � 19. SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT FOR REVIEW AND APPROVAL HARD COPY DRAIN LINE O.A. OUTSIDE AIR SETS SHALL BE SUBMITTED AS REQUESTED BY OWNER, GENERAL CONTRACTOR OR ARCHITECT. CADD DWG. FILE No. - D 9. MECHANICAL CONTRACTOR SHALL RUN INSULATED DRAIN PIPES FROM ALL HEATING/COOLING FAN COIL UNITS. SEE � $ SWITCH SUBMIT SHOP DRAWINGS AND PRODUCT DATA GROUPED TOGETHER TO INCLUDE COMPLETE SUBMITTALS OF RELATED DRAWINGS AND DETAILS FOR LOCATION OF TERMINATION OF DRAIN PIPING. ALL CONDENSATE DRAIN PIPES MUST o DB DRY BULB O.A.I. OUTSIDE AIR INTAKE BE PITCHED AWAY FROM THE DRAIN PAN. ALL CONDENSATE DRAIN PIPES WILL BE INSULATED FROM UNIT TO �- DIRECTION OF AIR FLOW 20. SYSTEMS, PRODUCTS AND ACCESSORIES IN A SINGLE SUBMITTAL TERMINATION POINT. DG DOOR GRILLE OV OVAL AS SHOWN a NEW TO EXISTING CONNECTION a SUBMIT COPIES OF MANUFACTURER'S LITERATURE ON ALL PURCHASED AND FABRICATED COMPONENTS. SUBMITTAL 10. MECHANICAL CONTRACTOR SHALL INSTAR PVC DRAIN PIPING FROM ALL BUILT-UP AIR SUPPLY UNITS. DRAIN PIPE o DN. DOWN PD PRESSURE DROP 21• SHALL INCLUDE CAPACITIES, OPTIONS, MANUFACTURER'S SPECIFICATIONS, INSTALLATION INSTRUCTIONS, OPERATING WILL BE RUN FROM UNIT DRAIN PAN TO NEAREST FLOOR DRAIN. DRAINS WILL NOT BE INSULATED FROM BUILT-UP CADD USER ID: z - RADIANT DAMPER (RD) AND MAINTENANCE INSTRUCTIONS, TIRING DIAGRAMS, ETC. AIR SUPPLY UNITS. o RD E.A. EXHAUST AIR PH PHASE JH,JS,MB,JD � !9 CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTING THEM FOR ENGINEER'S REVIEW. 11. ALL METALLIC PIPE SYSTEMS SHALL BE PROPERLY BONDED AND GROUNDED AS PER CODE. v ALL EAT ENTERING AIR TEMPERATURE PRV PRESSURE REDUCING VALVE CONTRACTOR SHALL STAMP EACH SHOP DRAWING TO CERTIFY THAT QUANTITIES AND COORDINATION WITH FIELD PROJECT PHA DUCT STYLE AL3' AFIRE DAMPER PSI POUNDS PER SQUARE INCH 22CONDITIONS HAVE BEEN REVIEWED AND THERE ARE NO CONFLICTS WITH OTHER TRADES. PERMIT SET - FD STYLE CR FIRE DAMPER FOR ROUND DUCTS ESP EXTERNAL STATIC PRESSURE . EWT ENTERING WATER TEMPERATURE R.A. RETURN/RELIEF AIR FOUR (4) HARDCOPIES OF OWNER'S OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO OWNER DESIGN C R ITE R IA PROJECT NUMBER UPON COMPLETION OF PROJECT. THESE SHALL BE SUBMITTED IN RING BINDERS WITH TYPED OPERATING CDA0008052016 INSTRUCTIONS AND MAINTENANCE INTERVALS WITH MAINTENANCE PROCEDURES FOR ALL SYSTEMS AND EQUIPMENT. F FAHRENHEIT RPM REVOLUTIONS PER MINUTE a 23 CONTACT INFORMATION SHALL BE PROVIDED FOR LOCAL PARTS AND SERVICE REPRESENTATIVES. INDOOR CONDITIONS: F.A. FRESH AIR S.A. SUPPLY AIR w ALL SUBMITTED PUNCH LIST ITEMS MUST BE SATISFACTORILY COMPLETED PRIOR TO PROJECT COMPLETION. OWNER SUMMER (COOLING): NEW � FD FIRE DAMPER SD SMOKE DAMPER SHALL HAVE FINAL AUTHORITY OVER APPROVAL REGARDLESS OF ENGINEER APPROVAL 75'F / 50% RH (30% - 60% RANGE) CONSTRUCTION FPF FINS PER FOOT SP STATIC PRESSURE A WRITTEN WARRANTY SHALL BE SUBMITTED UPON PROJECT COMPLETION FOR ONE FULL YEAR PARTS AND LABOR. WINTER (HEATING): _ THIS PERTAINS TO SERVICE, ADJUSTMENTS AND REPAIRS TO ALL SYSTEM COMPONENTS IF THEY FAIL TO PERFORM 70-F / 50% RH (309 - 60% RANGE) 004 Q FPM FEET PER MINUTE TSP TOTAL STATIC PRESSURE 24• PROPERLY. ANY DEFECTIVE SYSTEM COMPONENTS OR EQUIPMENT SHALL BE REPLACED AT NO CHARGE TO OWNER. WARRANTY PERIOD SHALL BEGIN UPON THE DATE OF MANUFACTURER START-UP AND CLOSE-OUT OF CONTRACT. GPM GALLONS PER MINUTE U.C. UNDERCUT DOOR 0 Z DTR DUAL TEMPERATURE WATER RETURN VAV VARIABLE AIR VOLUME BOX 25. OUTDOOR CONDITIONS: JACKSONVILLE, FL PETE'S TURN SUMMER (COOLING): ABCC DTS DUAL TEMPERATURE WATER SUPPLY VVT VARIABLE VOLUME WITH BY-PASS 95'F db / 77F wb (PER ASHRAE 2008 FUNDAMENTAL 1% o HP HORSEPOWER WB WET BULB STANDARDS) � WC WATER COLUMN WINTER (HEATING): MECHANICAL 0 32'F db (PER ASHRAE 2008 FUNDAMENTAL 99% STANDARDS) 0' WG WATER GAUGE SYMBOLS & NOTES U l Thea MOW* oopy*tW and "WW t Swft 102 of ttra Arnhit�ct�al lel h Cap�Right Protraction oym d form of the the t and momol PERMIT SET 04 / 05 / 16 Mot of ISM Lha copyright protections apply to the arrang'men mnpoeition of VOM ft materials and salectim% and al other elemonta of the design. Unauthorized �s of Ulm materials cm r+edt in &"mW airnind and ddl Baby. HAVC NOTE: 1. 12x18 KITCHEN EXHAUST DUCT FROM KEF-1 TO KITCHEN EXHAUST HOOD. BOTTOM OF FAN LOCATED AT 10'-0" AFF. COORDINATE DUCT ROUTING WITH N kn OTHER TRADES AS NECESSARY. M N � M 2. 12x18 KITCHEN SUPPLY DUCT FROM MAU-1 TO KITCHEN EXHAUST HOOD. �+ a o o TOP OF FAN LOCATED AT 10'-0" AFF. �z kn x, 00 00000 CU-1 HP-2 3. 2424 TRANSFER OPENING. TOP OF OPENING LOCATED 9'-0 AFF. �-'{ > o Cn o 00 � o KEF 1 4. 10x10 SUPPLY DUCT THROUGH 24" FLOOR TRUSS. U a, 0 5. 100 SUPPLY DUCT THROUGH 24" FLOOR TRUSS. f4/f' 4 [i 0 00 I ELECT./HVAC/STO. g 6. 120 SUPPLY DUCT THROUGH 24" FLOOR TRUSS. 4 opo M 109 - 10 c� 7. 24x24 TRANSFER OPENING. TOP OF OPENING LOCATED 9'-0 AFF. .�o B5 -- _ KITCHEN/SERVING p18. 10x10 O.A. FROM AHU-1 AND 8x8 O.A. FROM AHU-2 TO TIE INTO SHARED u U o o, 00 16x8 O.A. THEN 16x16 O.A. UP TO ROOF. TERMINATE WITH 16x16 SCREENED •'� °� '~ a� -24x24 a 700 CFM N GOOSENECK AT MINIMUM 30" ABOVE ROOF. TERMINATE MINIMUM 10'-0" FROM a U ANY EXHAUST OR FLUE OPENING. 8x12 8 16x16 10 _ _ O - .� U AHU-1 , 9. 18x12 OUTSIDE AIR DUCT TO 30x24 LOUVER (L-2). TOP OF L 2 TO BE U _EV - Q ® 01 O° [><] 12x18 � O B-12x1 LOCATED 9'-0" AFF. L-2 EQUAL TO RUSKIN MODEL EME6625D. N N � 18x ; I C 10. 8x8 EXHAUST DUCT FROM EF-1 TO 12x12 LOUVER (L-3). TOP OF L-3 TO 0 1x10 1 " BE LOCATED 9'-0' AFF. L-3 EQUAL TO RUSKIN MODEL EME6625D. Y B-1 2A - - 4x 4 O CONSULTANTS: U T AHU-2 0 4x12 7 - 0 80 NECK ' -1 x1 200 120 NECK 0 1 STRUCTURAL: 360 CFIA EF-1 80 NECK 100 NECK McVEIGH AND MANGUM ENGINEERING Z r AIR DISTRIBUTION DEVICE SCHEDULE 9133 R.G.Skinner Parkway Florida 32256 O I Tel.No.904.483.5200 U ; 100 580 z ---J A - TITUS MODEL PCS PERFORATED-FACED CEILING DIFFUSER LANDSCAPE AND HARDSCAPE: \\ EUTHENICS STUDIO �\ COVERED TER CE B - TITUS MODEL TDC-AA LOUVER-FACED CEIUNG DIFFUSER (W/O.B.D.) P.O.Box 330351,Atlantic Beach,Florida 32233 \ - 120 6 001 C - TITUS MODEL 350FS SIDEWALL RETURN GRILLE (W/O.B.D.) Tel.No.904.246.6219 p � �_ 0-18X18 0 - -gypD - 7ITUS MODEL 50F RETURN/EXHAUST EGGCRATE GRILLE MECHANICAL ELECTRICAL PLUMBING CFM a. ` `'� TRUSTED ENGINEERING NOTES:�j1514 Roberts Drive, Jacksonville Beach,Florida 32250 1) COLOR TO BE SPECIFIED BY ARCHITECT Tel.No.904.342.1075 z S ATINOG AREA 2) NECK SIZES TO MATCH SIZE OF DUCTWORK TO EACH AIR DEVICE C.A.#27936 z EACH AIR DEVICE SHALL HAVE A VOLUME DAMPER IN THE DUCT CONNECTED TO BUILDER/CONSTRUCTOR: >- p- <u� - THE DEVICE UNLESS NOTED OTHERWISE. IF AIR DEVICE IS LOCATED IN AN RPC GENERAL CONTRACTORS INCORPORATED a INACCESSIBLE CEILING, PROVIDE INTEGRAL AIR DEVICE ACCESS PANEL EQUAL TO 248 Tel Levy Road,Atlantic Beach,Florida 32233 � „ TelNo.904.241.4416 TITUS MODEL TRM, RAPID MOUNT FRAME AND LOCATE VOLUME DAMPER WITHIN n 00 2'-0" OF CENTER OF DEVICE. O -__ STORAGE aoo oW _ 60 60 103 Q � � STO G REVISION• DATE z 10 - -' 80 r--- - 0 6 0 9 MECHANICAL REVISION 06/01/16 p 6; NECK{ I --- - O a � �" 0 STAIR � -1 x1 -!CE z ME � � 102 SE IC SINK / N WATER o, \ 10 W 60 CFM cn o: W 60 NECK 0 m 0 0 a a 1 HVAC FIRST FLOOR PLAN �-o Scale: 1/4"= 1'-0" ENGINEER'S SEAL JASON LEE DYER m PE67179 Cn Cn SPLIT SYSTEM COOLING SCHEDULE SPLIT SYSTEM HEAT PUMP SCHEDULE FAN SCHEDULE KITCEN HOOD SUPPLY FAN SYSTEM NUMBER AHU/HP-1 SYSTEM NUMBER AHU/HP-2 DESIGNATION EF-1 SYSTEM NUMBER MAU-1 W AREA KITCHEN AREA AREA SEATING AREA LOCATION INLINE AREA KITCHEN HOOD U DAIRFLOW CFM 180 MANUFACTURER YORK p MANUFACTURER TRANE OR EQUAL MANUFACTURER TRANE OR EQUAL n: DRIVE TYPE DIRECT a. MIN. SYSTEM S.E.E.R 13.0 MIN. SYSTEM S.E.E.R 13.0 ORIENTATION HORIZONTAL W ix EXT. STATIC in. w . 2 MIN. SYSTEM H.S.P.F 8.5 MIN. SYSTEM H.S.P.F 8.5 OUTSIDE AIRFLOW (cfm) 1980 0 1100 c�`'n INDOOR UNIT No. AHU-1 INDOOR UNIT No. AHU-2 FAN SPEED RPM ( g) 0.5 FAN HP 52.5 W EXT. STATIC in. w. . W AHU ORIENTATION Vertical AHU ORIENTATION Vertical FAN HP 1/2 _- 5 TONNAGE 5 VOLTAGE PHASE 115/1 - --=- - / a TONNAGE UNIT VOLTS/PHASE 208 1 50 SUPPLY AIRFLOW cfm 1900 WEIGHT LBS 15 SUPPLY AIRFLOW (cfm) 18 (cfm) ROOF WALL OPENING (in) MCA/MCOP 14/15 Y p OUTSIDE AIRFLOW (cfm) 500 OUTSIDE AIRFLOW (cfm) 290 ACCESSORIES A,C,D,F,G MODEL No. MX20 EXT. STATIC (in. w.g.) 0.5 EXT. STATIC (in. w.g.) 0.5 CONTROL TYPE 1 Notes: 1 THRU 3 CADD DWG. FILE NO. V) EVAP. FAN HP 1/2 EVAP. FAN HP 1/2 MANUFACTURER GREENHECK 1. PROVIDE SINGLE POINT POWER CONNECTION; COORD. WITH ELEC. CONTRACTOR. '- AUX ELEC. HEAT AT 230 V (Kw) 7.0 MODEL NO. CSP A190 o ELEC. HEAT AT 230 V (Kw) - _ 2. E.0 TO PROVIDE AND INSTALL DISCONNECT SWITCH. a UNIT VOLTS/PHASE 230/1 UNIT VOLTS/PHASE 230/1 NOTES: 3. FILTER RACK W/ 1" MERV-8 FILTERS AS SHOWN a. ENT. AIR TEMP. DB/WB (DEG F) 95/77 ENT. AIR TEMP. DB/WB (DEG F) 95/77 _ _-_ o CONTROL TYPE: z NET TOTAL COOLING (BTU/H) 57,0'79 NET TOTAL COOLING (BTU/H) 54,176 CADD USER ID: 1. INTERLOCK WITH LIGHT SWITCH 1N MEN & WOMEN TOLIET RM. FAN SHALL JH,JS,MB,JD NET TOTAL SENSIBLE COOLING (BTU/H) 43,334 NET TOTAL SENSIBLE COOLING (BTU ) 41,167 RUN AT LEAST 5 MINUTES AFTER LIGHT 1S SWITCH OFF. W MCA/MCOP 7/15 REV. CYCLE HEATING (BTU/H) 51,300 PROJECT PHASE: W ACCESSORIES: m MODEL No. TAM7BOC60H-1S MCA/MCOP 40/60 A. BACKDRAFT DAMPER PERMIT SET - MODEL No. TAM7B0C60H-1S B. PROVIDE UNIT MOUNTED NEMA 3R DISCONNECT SWITCH, PROJECT NUMBER OUTDOOR UNIT No. CU OUTDOOR UNIT No. HP-2 Of POINT ELECTRICAL CONNECTJON. � 95 C. PROVIDE SOLID STATE SPEED CONTROLLER. CDA0008052016 AMBIENT TEMP. (DEG. F) 95 AMBIENT TEMP. (DEG. F) a D. PROVIDE PREWIRED DISCONNECT. UNIT VOLTAGE/PHASE 230/1 UNIT VOLTAGE/PHASE 230/1 Li MCA/MCOP 41/60 MCA/MCOP 34/60 E. PROVIDE 18" INSULATED MANUFACTURERS ROOF CURB o: CONSTRUCTED SUCH THAT UNIT IS LEVEL WITH HORIZON. NEW 0 MODEL No. 4TTA3060D3 MODEL No. 4T1NA3060B3 F PROVIDE G. APPROVED I EQUAL RD R IS ACCEPTABLE. NOTE THAT UNIT CONSTRUCTION REFRIGERANT R-41 OA REFRIGERANT R-41 OA o: Notes: 1 THRU 10 Notes: 1 THRU 10 CAPACITY SHALL BE MET REGARDLESS OF MAKE OR MODEL. a 1. PROVIDE AHU WITH SINGLE POINT POWER CONNECTION; COORD. WITH ELEC. CONTRACTOR. 1. PROVIDE AHU WITH SINGLE POINTPOWER CONNECTION; COORD. WITH ELEC. CONTRACTOR. D 2. E.0 TO PROVIDE AND INSTALL DISCONNECT SWITCH._ __ - _ 2. E.0 TO PROVIDE AND INSTALL DISCONNECT SVIIIITCH Y - PETE'S TURN z 3. ELECTRONIC PROGRAMMABLE THERMOSTAT _ 3. ELECTRONIC PROGRAMMABLE THERMOSTAT a= 4. TIME DELAY RELAY & TX VALVE 4. TIME DELAY RELAY & TX VALVE ABCs 5. FILTER RACK W 1" MERV-8 FILTERS _ __ 5. FILTER RACK W 1" MERV-8 FILTERS 0 6. FILTER DRIER 6. FILTER DRIER a 0 7. COMPRESSOR START ASSIST _ _- - 7. COMPRESSOR START ASSIST - -- - ME HA N 8. HIGH & LOW PRESSURE SWITCHES 8. HIGH & LOW PRESSURE SWITCHE31 t- 9. CRANKCASE HEATER 9. CRANKCASE HEATER FLOOR PLAN 10. SIZE RERIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 10. SIZE RERIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 11. PROVIDE POLYMER E-COATING FOR INDOOR AND OUTDOOR COILS. 11. PROVIDE POLYMER E-COATING OR INDOOR AND OUTDOOR COILS. a. O U Thaw matarids are copy*tW and protected under Swft 102 of the Mr+chitecb�+d 1 Orks Cap�right ftwcum mi ■ oo #xt of IM 'Me *y*t p*actions apply to the overall form of ftatruc m the amang�nt and o compo-ition of spaoae, the materials and sdact am and all other elements of the desip use of Own materials can rmeldt in substantial aimind and dd1 g CEILING SPACE EXTERIOR WALL ' ---- " FLEXIBLE DUCT: N o r HANGER STRAPS: 1 x 22 GAUGE, INSULATED MAXIMUM 8'-0" w M o SUPPORTED FROM STRUCTURE ABOVE, (3) SHEET METAL SCRENS BELOW. DO NOT SAG OR KINK CONDENSING UNIT " o o o ROUND SELF—SEALING SECURE PIPING '-" `0 w oo ro 00 TO WALL WITH a� WRAP INSULATION: OVER— WIRE SUPPORTS TO o aJ o LAP 4" MINIMUM, DUCT EQUAL TO MECHANICAL STAPLE PREVENT SAGS AND , SPIROSAFE• WRAP WITH FASTENERS AND _ & TAPE FOR VAPORS L 2" DUCT INSULATION; KINKS IN FLEX BRACKETS i rA � °N �1p°� SEAL INSULATION WITH FINISHEDCd 6" MIN. OR AS f WALL R ( _ 4` W d GLASS FABRIC/MASTIC - OTHERWISE NOTED7-- �--� ,,_t, ...� w -- V� 4) 00 V ESS 0 TAPE AND MASTIC BAND CLAMP AND GRADE FLOOR oo r, ARE SIDE THREE SHEET METAL °' FR EA I OUTER JACKET b,. .0 s,., . , * "� oM �' NS 0 (TYPICAL) SCREWS THROUGHPoo u.i HELIX OF FLEXIBLE U DUCT LINER a a MINIMUM RADIUS EQUAL TO (TYPICAL) SLOPE LINES, DOWN, FOOTING - p SECURE INSULATION WITH TOWARD OUTSIDE O — THE FLEX DUCT DIAMETER 0 STICK—PINS AT 18" O.C. SEAL WATER TIGHT. Q AND ADHESIVE ON BOTTOM, 4 THK. CONC. P .. • •: ,•' �, U FOR DUCTS 24" AND 8"Y 3/ x 3" .�•�� • •• '•• ' N LARGER MAXIMUM VERTICAL ROUTE REFRIGERANT 00 D EXPANSION BOLT � o DUCT RUN LINES UP ALONG 1t •••,a� . Z CONICAL SPIN—IN FITTING (TYP OF 4) INTERIOR OF BLDG 0 WITH VOLUME DAMPER EQUAL 0 TO CROWN PRODUCTS REFER TO AIR DEVICE SCHEDULE CONSULTANTS: U- MODEL 3200—DS i SEE SPECS FOR TYPE. PRE—INSULATED o FOR OTHER OPTI S) DIFFUSER BACK. 2 CONDENSING UNIT DETAIL STRUCTURAL: Z MCVEIGH AND MANGUM ENGINEERING W M2.00 NTS 9133 R.G.Skinner Parkway Florida 32256 0 Tel.No.904.483.5200 0 z DUCT FABRICATION NOTES: LANDSCAPE AND HARDSCAPE EUTHENICS STUDIO 1. SHEET METAL DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNA ATTACH TO DECK ABOVE P.O.Box 330351,Atlantic Beach,Florida 32233 DUCT CONSTRUCTION STANDARDS. Tel.No.904.246.6219 0 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE 0- SUBJECT TO ENG114EER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. MECHANICAL ELECTRICAL PLUMBING 0 3, FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. FULLY THREADED ROD TRUSTED ENGINEERING 4. N/A FLEX CONN, TAP INTERNAL OR 1514 Roberts Drive, Jacksonville Beach,Florida 32250 z TRANSITION, TYP SIDE MOUNT FAN MOUNTING CeA.#27936 342.1075 a MOTOR BRACKET � 5• N/A BUILDER/CONSTRUCTOR >_ 6. ELBOWS SHALL B SQUARE NECK (SAME IN OUT DIMENSION) WITH 2" DOUBLE THICKNESS a RPC GENERAL CONTRACTORS INCORPORATED TURNING VANES. >- 7. OFFSETS SHALL N T REDUCE THE FREE AREA, AND SHALL NOT EXCEED 30'. A RADIUS HEEL Tel Levy Road,Atlantic Beach,Florida 32233 ® HEEL SHALL BE PROVIDED ON 30' OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH TelNo.904.241.4416 W THE HEEL & THROAT. L _J 8. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED o TRANSITION, AND V PER FOOT DOUBLE SIDED TRANSITION). 9, INSULATION SHALL BE NEPA 90 APPROVED, WITH MINIMUM 4.2 R VALUE. WRAP INSULATION SHALL >_ BE 2" THICK WITF ALUMINUM FOIL FACING. LINER SHALL BE 1" THICK, 1-1/2 PCF DENSITY. GROUNDING STRAP Q 10. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45' ENTRY TYPE PER SMACNA FIGURE 2-6. ACROSS FLEX, TAPLINLINE EXHAUST FAN REVISION: DATE i 11. ROUND DUCT CONNECTIONS SHALL BE WITH CROWN PRODUCTS COMPANY 3200—DS MAXIMIZE SPACE BETWEEN o FITTINGS, DAMPER AND HANDLE. SPRAY PAINT LOCATIONS OF HANDLES. FAN AND CEILING MECHANICAL REVISION 06/01/16 12. FLEXIBLE DUCTS ALL INCLUDE AN INNER POLYETHYLENE LINER, A SPRING HELIX, 1-1/4" 7 0 BLANKET INSULATION (R-6.0), A FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED. 1 1 2 13. SEAL ALL SUPPLY RETURN & OUTSIDE AIR DUCT JOINTS WITH DUCT SEALER' SEAL ALL INSULATION JOINTS WITH GLASS FABRIC AND MASTIC. 0 W N WK",� 3 INLINE FAN MOUNTING DETAIL DUCTWORK INSTALLATION F_ M2.00 NTS III M 2.00 NTS 0 0 a J N D SUPPLY DUCT ENGINEER'S SEAL JASON LEE DYER PE67179 (n ., ELBOW WITH VANES 0 . +.'•h'�ti:�,.j:1�'Ci jt"::;r,":rr•'.�."J""�'ti ^"a!''`r•.•'�.�s•1'• '•j1;� 0 CEILING ix W FLEXIBLE DUCT W DDUCT. SMOKE DETECTORS CONNECTOR W SHALL BE WIRED TO SHUT m DOWN UNIT UPON DETECTION REFRIGERANT PIPING TO < OF SMOKE AND SHALL BE BE SIZED IN ACCORDANCE Y CONNECTED TO A REMOTE SECTION WITH MANUFACTURER'S o AUDIBLE/VISUAL INSTRUCTIONS; SUCTION 9 ANNUNCIATOR PANEL LINE TO BE INSULATED cn LOCATED IN A READILY W/ 3/4" RUBBER PIPE CADD DWG. FILE NO. VISIBLE LOCATION; COORD. INSULATION EQUAL TO o PANEL LOCATION W/ "ARMAFLEX". OWNERS REP COIL FILTER ACCESS SECTION INTERNALLY LINED SHEET rAS SHOWN 20x20 RETURN AIR GRILLE METAL BASE PLENUM 0 (TYPICAL OF AHU-1 & 2). z OPPOSED—BLADE CADD USER ID: � VOLUME DAMPER JH,JS,MB,JD OUTSIDE AIR DUCT PROJECT PHASE: w CONDENSATE DRAIN LINE PERMIT SET � W/ 6" DEEP P—TRAP FULL PROJECT NUMBER SIZE OF UNIT CONNECTION J TO DRYWELL CDA0008052016 J Q W TERMINATE R/A DUCT INTO BASE PLENUM NEW CONSTRUCTION 2 VERTICAL AIR HANDLING UNIT DETAIL- NTSD00 0 z PETE'S TURN 00 ABCC a 0 MECHANICAL 0 N DETAILS 0 0 7hm matte are OOpy*tod and protWu WKIar SWUM 102 Of t0 Andlltsactm, !Works Copyright c1lon M2000 Of 1= lhs cPytprotsctkms amy to ths 01form of the the amongl�n�nt and %m1 position Of 8p00sF, the motsrids and BdeCUmss, and d 00mo dole b Of the design. flan Of the mot&Ws 0011 =A In eubstQ M almind and del ik>Iblity 'NO qzr N � Cd M _0O O (� 000 .0 000 O � O 0 HOOD INFORMATION — J®b#2364311 HOOD CONFIG. a I 111M 1 VIC LIM CHU EXHAUST PLENUM , ticc cpd< c HOOD MAX. TOTAL RISER(S) HOOD MODEL LENGTH COOKING TOTAL SUPPLY END TO If w w w NO. TAG CONSTRUCTION ROW TEMP. EXH. CFM WIDTH LENG. DIA. CFM S.P. CFM END o rn { N Of 5424 9' 9.00' 450 10' 23' 2486 -0.517' 430 SS �� 01 N M 00 1 Deg. 2486 1989 Where Exposed AL❑NE ALONE `o ND-2-PSP-F 3 3 11 8/16'Tff OD INFORMATION 7z FILTER(S) LIGHT(S) UTILITY CABINETCS) FIRE HOOD - Cc 12 s/e• O1 FIRE SYSTEM ELECTRICAL SWITCHESSYSTEMHANGINGa 4. PIE 'd O 1 Light W� HOOD TAG EFFICIENCY e 9 WIRE NO, TYPE QTY. HEIGHT LENGTH MICRONS QTY. TYPE GUARD LOCATION TYPE SIZE MODEL # QUANTITY PIPING WGHT v O °� g 655 �----�r•—) � �, i SS Baffle with Handles 7 16' 16' 30% 3 L55 Series E26 NO Right Ansul R102 3.0/1.5 SC-311110FP 1 Fan NO LBS cd 68 v16• N N Q 00 U Y U.L. Listed L55 Series E26 Canopy ZO Light Fixture - High Temp Assembly CONSULTANTS: U LL. CORNER HANGING ANGLE Utility STRUCTURAL: � EXHAUST FAN INFORMATION — Jo 4311 3s 1/4' 33 v4' 33 1/4' netIrn in McVEIGH AND MANGUM ENGINEERING N FAN CFM ESP. CAPTI E—HIRE H❑❑DS ARE 1/2' DIA. ALL THREAD ROD —� STEEL HANGING ANGLE UNIT TAG FAN UNIT MODEL # RPM H.P. B.H.P. 0 VOLT FLA WEIGHT (LBS-)SONES CONNECTED TO ROOF JOIST • • • • _ • • • • • • • • Tel. R.G.Skinner Parkway Florida 32256 z BUILT N COMPLIANCE WITH O NO. THROUGH ANOTHER Tel.No.904.483.5200 z i NCA16HPFA 2486 1.500 1323 1.500 1.1210 1 208 7.5 162 12.3 UL 10 AND NEPA 96 HANGING ANGLE 20 3/16• s v is is LANDSCAPE AND HARDSCAPE AND ARE' RECOGNIZED B Y ❑N E l0 1/16• � l0 1/16• L l0 1/16• EUTHENICS STUDIO ® P.O.Box 330351,Atlantic Beach,Florida 32233 CTRICA PA — 1 ❑R MOREOF THE F❑LL❑WING= SWITCHES FANS CONTROLLED 1/2' DIA. HEAVY DUTY NUT Tel.No.904.246.6219 �O NO. TAG PACKAGE # LOCATION OPTION AND WASHER - ONE ABOVE MECHANICAL ELECTRICAL PLUMBING L❑CATION QUANTITY TYPE 0 H.P. VOLTJ FLA ETL SANITATION LISTED AND ONE BELOW HANGING ANGLE �3 11/16• 73 11/16' TRUSTED ENGINEERING Utility Cabinet Right 1 Light Exhaust 1 1.500 208 7.5 1 SC-3111 Utility Cabinet Right Smart Controls Thermostatic Control Hood # 1 1 Fan Supply 3 1.000 208 3.9 1514 Roberts Drive, Jacksonville Beach,Florida 3225 ETL LIS ED FILE# 3054804-001 27 3/4' ss x/16• � 7/16• Tel.No.904.34 2.1075 C.A.#27936 cn Z 3 � w ROD, NUTS, HANGING DWASHERS TIOS E SUPPLIED AT FACTORY ING CONTRACTORE 9' 9AO,N*%/9, 9.00'® is 1/8' BUILDER/CONSTRUCTOR u'-o.00• w.rall Lerpth RPC GENERAL CONTRACTORS INCORPORATED z 248 Levy Road,Atlantic Beach,Florida 32233 Q FAN #1 NCA16HPFA - EXHAUST FAN Tel.No.904.241.441 m �o N VIEW — Hood 1 0 FEATURES, 9 9.00 LONG 5424ND-2—PSP—F o � - ROOF. MOUNTED FANS WALL MOUNT BRAC K - RESTAURANT MODEL Z - UL705 AND UL762 WALL MOUNT BRACKET WALL REVISION: DATE Q - AMCA SOUND AND AIR CERTIFIED 18 GAUGE STEEL 2 1/2' Z - WIRING FROM MOTOR TO DISCONNECT SWITCH _ MECHANICAL REVISION 06/01/16 p - WEATHERPROOF DISCONNECT 24' ' INSTALLATION Q - HIGH HEAT OPERATION 300.17 (149.0 UNIT FIRE - GREASE CLASSIFICATION TESTING 28 SYSTEM Tag TYPE SIZE FLOW v 24' e. NO, POINTS SYSTEM LOCATION ON HOOD Z NORMAL TEMPERATURE TEST � 33 3/4 1 Ansul R102 3.0/1,5 0 Fire Cabinet Right Right O EXHAUST FAN MUST OPERATE CONTINUOUSLY U WHILE EXHAUSTING AIR AT 300.17 C149'0 27 1/2' W UNTIL ALL FAN PARTS HAVE REACHED Cn THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH 28 W WOULD CAUSE UNSAFE OPERATION. WALL OPENING REASE DRAIN O ABNORMAL FLARE-UP TEST M EXHAUST FAN MUST OPERATE CONTINUOUSLY CENTER CUT O WHILE EXHAUSTING BURNING GREASE VAPORS 2 AT 600•F C316• FOR A PERIOD OF - WALL BRACKET FITS INTO BASE OF FAN L55 SERIES 15 MINUTES WITHOUT THE FAN BECOMING - SELF DRILLING SCREWS SHOULD BE USE HIGH TEMP ASSEMBLY, INCLUDES CLEAR - S6 CANOPY LIGHT(31600161/2 DAMAGED TO ANY EXTENT THAT COULD CAUSE R THERMAL AND SHOCK RESISTANT GLOBE CL55 FIXTURE) CL AN UNSAFE CONDITION. FOR UNIT ATTACHMENT TO WALL MOUNT RACKET ' o s DIMENSION = 5' WHEN USED WITH DAMP R EXHAUST RISER Q 24 OPTIONS ss CENTERED IN WALL MOUNT ATTACHING PLATES 29 GREASE BOX VOLUME DAMPER JASON LEE DYER 7. SQ. X 2 HANGING ANGLE SUPPLY RISER WITH ENGINEERS SEAL D WALLMOUNT 27.5 UntemiDereol Supply Fan WALL Mount Bracket Detail �2 3/4• 23.5X. OPEN STAINLESS PE67179 F5 L_ STEEL PERFORATED PANEL N 16' SS BAFFLE WITH HANDLES AND HOOK 6' o _L j DUCTWORK BETWEEN o EXHAUST RISER ON HOOD 3' INTERNAL STANDOFF �� O AND FAN (BY OTHERS) 4• ENIX W 18' W \ p" FAN #2 A1-G10 - SUPPLY FAN IT IS THE RESPONSIBILITY 1. UNTEMPERED SUPPLY UNIT WITH 10' BLOWER IN SIZE #1 HOUSING - t, V) 2. INTAKE HOOD WITH EZ FILTERS OF THE ARCHITECT/OWNER TO W 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT ENSURE THAT THE HOOD CLEARANCE M 4. WALL MOUNT OPTION FOR SIZE i UN-TEMPERED MAKE-UP AIR FAN. 32' LONG ANGLE IRON FRAME. FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS QIS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. Y 46A' NM CADD DWG. FILE NO. N GREASE DRAIN WITH REMOVABLE CUP W O BACKSPLASH 80.00' HIGH H X 132.0 ' L rAS SHOWN Q CL W ate• O CADD USER I Z JH,JS,MB,JD 0 PROJECT PHASE: W V Uj EQUIPMENT PERMIT SET BY OTHERS PROJECT NUMBER Z C7 CDA0008052016 FXJ Q - W T NEW CONSTRUCTION SECTION VIEW — MODEL 5424ND-2—PSP—F a HOOD — 1 PETE' @S TURN Y z O 0� ABCC U 6 Q 0 KITCHEN HOOD 0 N H DETAILS U 'hese matedaie are cop�rigfitW and protected under Section 102 of the kchitec" !I� ft Cap�rig�lt Protection ISM 1ha t to the ovwd form of the sOuctim the amangament and M2001 Act of aoP�h p�atectiona apply cmVoeitinon of e)oM the materials and ede tioneand al other elements of the design. use of these materials can result in eubatitantial alminal and del I dAty. � � W M N GENERAL ELECTRICAL NOTES cCt M ELECTRICAL WORK: 0 o 1. GENERAL INSTRUCTIONS: 12. CONDOR: 1. DRAWINGS ARE GENERALLY DIAGRAMMATIC. ROUTING OF CONDUIT AS SHOW DOES NOT INTEND TO SHOD EVERY RISE, DROP, OFFSET, FlTTN�NG NOR EVERY STRUCTURAL ELEMENT THAT MAY BE TERED DURING THE �g �_ CONSIDERED A PART OF THESE UNLESS OTHERWISE NOTED, CONDUIT SHALL BE EITHER METALLIC ELECTRICAL GENERAL CONDITIONS SHALL BE CONS D APPROPRIATE IISTALLATiON OF THIS IRORK. EACH CONTRACTOR SHAM MAKE ANY REQUIRED CHANGES FROM THE CENERAI. OF PLANS AND SPECIFICATIONS- THE DRAWINGS SHALL. TUBING (EMT OR GALVANIZED RIGID STEEL (GRS). ALL SPECIFICATIONS. INTENT SERVE AS THE WORKING PLANS. THEY INDICATE THE GENERAL LAYOUT OF THE REQUIREMENTS FOR RACEWAYS OF THE AUTHORITY HAVING JURISDICTION MUST ROUTING SHOWN ON DRAWINGS. SUCH AS OFFSETS, BENDS OR CHANGES IN ELEVATION DUE TO C* EXCEPT AND BUIt.DI�NG CONSTRUCTION. ALL CHANGES SHALL BE MADE COMPLETE ELECTRICAL SYSTEM. BE MET. EMR TO BE USED ABOVE GRADE, WHERE PERMITTED BY CODE, COORDINATION WITH THE WORK OF OTHER TRADES PROTECTED FROM PROSECT. � � . � � � � A. FIELD VERIFICATION OF SCALED DIMENSIONS ON PLANS IS DIRECTED SINCE FOR SERVICE. IN MOIST AREAS, EMR SHALL BE THOROUGHLYWITHOUT ADDITIONAL COST TO THE 000 OR DELAY IN DATE OF THE ACTUAL LOCATIONS DISTANCES AND LEVELS WILL BE GOVERNED BY ACTUAL CORROSION BY ELECTRO-GALVANIZING, HOT-DIPPED GALVANIZING OR AN RIGID STEEL CONDOR SHALL BE USED IN ARCHITECTURAL— ELEMENTS OF FIELD CONDITIONS. ALL MEASUREMENTS SHALL BE VERIFIED AT THE SITE. APPROPRIATE PLATING. GALVANIZED2. IT IS INTENDED THAT EQUIPMENT SHALL BE LOCATED SYMMETRICALLY WITH THE ARCD B. THE ELECTRICAL CONTRACTOR SHALL. CHECK ARCHITECTURAL. MECHANICAL., POURED FLOOR SLABS, WHERE SUBJECT TO DAMAGE, IN MOIST OR OUTDOOR THE BUILDING, NOTWITHSTANDING THE FACT THAT LOCATIONS MNDICATED BY THESE DRAWINGS MAY BE0 00 PLUMBING AND STRUCTURAL PLANS TO AVERT POSSIBLE INSTALLATION AREAS AND FOR UNDERGROUND INSTALLATIONS- EXCEPT WHERE ANOTHER TYPE Rr '! H N R CONDOR BENDS ELBOWS, DISTORTED FOR CLEARNESS OF PRESENTATION. � CONFlJCTS. SHOO AN DRASTIC CHG ES FROM ORIGINAL PLANS BE OF RACEWAY IS SPECIFIED. RIGID STEEL CONDUIT, NECESSARY TO RESOLVE SUCH CONFLICT. THE CONTRACTOR SHALL NOTIFY OOUPUNGS, AND NIPPLES SHILL. BE HOT-DIPPED GALVANIZED. ALL CONDUIT �, CONTRACTOR SHALL CHECK DRAWINGS OF OTHER TRADES TO VERIFY THAT SPACES IN WHICH THEM WORK WILL �o THE ARCHITECT AND ENGINEER NAL ORDER TO SECURE WRITTEN APPROVAL JOINTS SHALL BE CUT SQUARE, THREADED, REAMED SMOOTH AND DRAWN UP ►r-+ AND AGREEMENT ON THE NECESSARY ADJUSTMENTRE THE TiGHT. BENDS OR OFFSETS SHALL BE MADE WITH STANDARD CONDUIT ELLS• BE INSTALLED ARE CLEAR OF OBSTRUCTiONS WORK SHALL BE INSTALLED Tn MAINTAIN MAXIMUM HEADROOM LIST T ~� FIRE ALARM SYMBOLS ELECTRICAL SYMBOLS � � 801, INSTALLATION IS STARTED. FIELD BENDS MADE WITH AN APPROVED BENDER OR HICKEY, OR HUB-TYPE AND SPACE CONDITION AT ALL POINTS IN THE BUILDING. WHERE HEADROOM OR SPACE CONDITIONS APPEAR _ U � o� ,,� C. DISCREPANCIES SHOWN BETWEEN PLANS, OR BETWEEN PLANS AND ACTUAL CONDUIT FITTINGS. NUMBER OF BENDS PER RUN SHALL CONFORM TO NATIONAL INADEQUATE. CONTRACTOR SHALL NOTIFY ARCHITECT/NGINEER BEFORE PROCEEDING WITH THE INSTALLATION FIELD CONDITIONS, OR BETWEEN PLANS AND SPECIFICATIONS SHIAU. CODE UMRATWNS. CONNECTIONS li0 VIBRATING OR MOTORIZED ® MANUAL PULL STATION OO NEW JUNCTION BOX - 1 L3' AFF U.N.O � � � a PROMPTLY BE BROUGHT To THE ATTENTION OF THE ARCHITECT AND EQUIPMENT SHALL BE MADE WITH HOT- DIPPED FLEXIBLE CONDUIT. IN AREAS OF THEA ENGINEER FOR A DECISION. WHERE S►.rCH CONNECTIONS WILL BE EXPOSED TO OIL, GREASE, WATER OR SPRINKLER FLOW SWITCH 0 0 .� D. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE COMPLETED WEATHER, FLEXIBLE LIQUID TiGIiT CONDOR SHALL BE USED. CONDOR SHILL BE 4. CONTRACTOR ALL FURNISH OTHER TRADES ADVANCE INFORMATION AND/OR SHOP DRAWINGS ON LOCATIONS � TEL,/DATA .IA�CiC AT 10' AFF AND CABLING INSTALLED � � AND SIZES OF CONDUIT, RACEWAYS. EQIIPMENT, FRAMES, BOXES~ SLEEVES APD OPEPNNGS, ETC. NEEDED FOR LAW VOLTAGE SUB . JUNCTION BOX WITH 1" Cd TED ON THE PLANS OR RETIRED BY THE NATIONAL VALVE TAMPER SWITCH �, INSTALLATION OF SYSTEMS TO FUNCTION AS DESCRIBED. THE OMISSION OF SIZED AS INDICA X THE EXPRESSED REFERENCE To ANY REM OF LABOR AND MATERIAL. ELECTRICAL CODE FOR NUMBER AND SIZE OF CONDUCTORS INSTALLED. MINIMUM THEIR WORK TO ENABLE OTHER TRADES AFFECTED TO INSTALL THEIR WORK PROPERLY AND WITHOUT DELAY. CONDOR STUB UP T+0 CEILING BY ELECTRICAL NES TO COMPLY KITH PRAC;TTICE CODES, ORDINANCES, E1'C. SHALL CONDOR SIZE SHALL BE 3/4'. CONDOR SHALT. INSTALLED AV AUDIO/VISUAL FIRE ALARM DEVICE ALARM DEVICE N N = NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR WHEREVER POSSIBLE, EXCEPT AS OTHERWISE INDICATED. CONDUITS SHALL BE MTD 0 96"AFF FOR +9'-0" COUNGS, OTHERWISE 64"AFF. - TEL 040NE JACK AT 1 G" AFF (U.O.N.) AND CABU JUNCTION � � AND MATERIAL.. SEPARATED BY AT LEAST TWELVE (12) INCHES FROM PARALLEL RUNS of STEAM 5. THEM IS EVIDENCE THAT WORK OF OPE TRADE DILL INTERFERE WITH WORK OF OTHER TRADES, ALL TRADES D DRAWINGS SERVE AS WORKING DRAWINGS FOR THE GENERAL R HOT WATER PIPING. CONDUITS 12ALL BE CONTINUOUS FROM OUTLET TO SHALL MEET ON JOB SITE TO WORK OUT SPACE CONDITIONS AND MAKE SATISFACTORY ADJUST61NIS TO INSTALLED BY LAW VOLTAGE sus CONTRACTOR. E. THE 0 O BOX WITH 1" CONDUIT STUB UP TO CEILING BY Y OF THE VARIOUS SERVICES. HOWEVER. LAYOUT OF EQUIPMENT OUTS' AND FROM OUTLETS TO CABINETS. PULL OR JUNCTION BOXES AND INSTALLATION OF THE NEW FORK. CONTRACTORS SHALL VERIFY EXACT LOCATIONS OF ALL DEVICES APD EQUIPMENT V VISUAL FIRE ALARM DEVICE z LAYOUT " OTHERWISE 64"AFF. CIES. SPECIALTY SYSTEMS AND CONDUIT RUNS ARE DIAGRAMMATIC �,L BE SECURED TO ALL BOXES WITH LOCKNUTS AND BUSHINGS (INSULATING WITH FM CONDITIONS, SHOP DRAWLS, AND CORK OF OTHER TRADES PRIOR TO ROUGH-IN. SHALL BE MTD 96 AFF FOR +9 -0 CEILINGS, ELECTRICAL Y DIMENSIONED AND DO NOT NECESSARILY INDICATE . E1.ECTRICAI.IY AND REINSTALLATiON C)F AHY PART OF THEJR WORK A' [� CONSULTANTS: U UNLESS SPECIFIC�1l.L TYPE) IN SUCH A MANNER THAT EACH SYSTEM RESPONSIBLE, AT THEM 00 EXPENSE. FOR THE REMOVAL SD SYSTEM SMOKE DETECTOR- CEILING IJTD, OTHERWISE " EVERY REQUIRED JUNCTION BOX. PULL BOX, CONDOR AND WIRE SIZE, ETC. CONTINUOUS THROUGHOUT. CONDOR ENDS SHAt1. BE CAPPED TO PREVENT WALL MOUNTED WITHIN 6" OF CEILING Q DATA JACK AT 16 AFF (U.O.N. AND CABLING INSTALLED U- R WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SYSTEMS CON1i SAME WAS INSTALLED WITHOUT CONSULTING WITH OTHER TRADES BEFORE INSTALLING THEIR WORK. ENTRANCE OF FOREIGN MATERIALS DURING CONSTRUCTION. CONDUITS SHALL BE BY LOW VOLTAGE SUB JUNCTION BOX WITH STRUCTURAL F- COMPLETE AND OPERABLE. THE RIS TO MAKE FIELD SECURELY AND RIGIDLY SUPPORTED. ® SYSTEM HEAT DETECTOR- CEILING MTD. OTHERWISE 1" CONDUIT STUB UP T'O CEILING BY ELECTRICAL z VERIFICATION OF ALL SERVICES. SYSTEMS, ETC. AS PART OF THE TOTAL CONTRACTOR s. � PROVIDE FLOORS, COLUMNS WALLS WALL MOUNTED WITHIN 6" of CEILING CONTRACTOR. McVEIGH AND MANGUM ENGINEERING W 9133 R.G.Skinner Parkway Florida 3225 00 Z WORK REQUIRED AND THE COST SHAt.L. BE INCLUDED IN THE BASE DID. 93, LIGHTING CIRCUITS: AS REQUIRED BY JOB SITE CONDITIONS~ AND/OR AS SPECIFIED, WIO INSTALLING THEIR WORK. ALL BEAMS AND USED FOR ANY �� BRANCH CUT � �� � � FELD ® DUCT DETECTOR W/REMOTE TEST SWITCH CABLE IV � AND DUPLEX RECEPTACLE 92 0 Tel.No.904.483.52 0 oRDINANca AND PERMITS No WIRE SMALLER THAN #12 SHALL COLUMNS WHICH ARE REQUIRED TO BE SLEEVED AS By 2• COs• CIRCUIT. BRANCH CIRCUIT WIRING SHALL BE SIZED TO UMIT THE VOLTAGE DROP CONDITIONS LOCAINS AND SIZES SHALL, BE CHECKED AND APPROVED BY ARCHITECT APD STRUCTURAi. REMOTE TEST KEYED SWITCH WITH INDICATOR LIGHT. (U.O.N.). CABLING INSTALLED BY LAW VOLTAM SUB LANDSCAPE AND HAItDSCAPE z ALL PERMITS, LICENSES, STAMPING, APPROVALS AND OTHER ARRANGEMENTS FOR TO NATIONAL. ELECTRICAL CODE REQUIREMENTS. ® COORDINATE LOCATION of TEST SWITCH WiTH LOCAL FERE JUNCTION BOX WITH 9 CONDUIT STUB UP EUTHENICS STUDIO WORK SHALL BE OBTAINED BY THE ELECTRICAL CONTRACTOR. ALL EXPENSES ENGINEER BEFORE CONTRACTOR CUTS ANY STRUCTURAL BIILDN�NG MEMDER. BID. ALL ELECTRtC�1l. WORK SHUILL. BE INSPECTOR. � TO CEILING BY ELECTRICAL CONTRACTOR. SHALL BE INCLUDED IN THE BASE 14. FIRING DEVICES. SEQUENCE FOR THE INSTALLATION OF ALL WORK SHALL BE COORDINATED BETWEEN ALL CONTRACTORS P.O.Box 330351,Atlantic Beach,Florida32233 EXECUTED IN STRICT TO THE NATIONAL ELECTRICAL SHALL FURNISH AND INSTALL WIRING DEVICES AS 7• rM D OF FIRE INCLUDE ALL THE ACCORDANCE WITH CONSTRUCTION MANAGER AND OWI�R'S STiPUI.ATKONS AS ELEVATOR CONTROLS RELAY Tel.No.904.24 . 1 MANUFACTURERS ASSOCIATION (N.E.M.A.), NATIONAL BOAR SHOWN AND SPECIFIED ON THE DRAWINGS. WIRING DEVICES SHALL ON THE PROJECT AND IN STRICT o UNDERWRITERS (N.B.F.U.), NATIONAL. ELECTRICAL CODE (N.CC.), UNDERWRITER's RECEPTACLES AND WALL SWITCHES/DIMMERS INCLUDING COVER PLATES. *THE CALLED FOR AND/OR AS DIRECTED. ® AIR HANDLING UNIT SHUT DOWN RELAY mo NEW DUPLEX OUTLET - MTD Sw ABOVE COUNTER MECHANICAL ELECTRICAL PLUMBING CL LABORATORY (U.Q ALL ELECTRICAL ORDINANCES OF THE CITY OF ATLANTIC COLOR OF ALL. RECEPTACLES. SWITCHES. DIMMERS. WALL PLATES AND TRUSTED ENGINEERING o BEACH AND ALL OTHER APPLICABLE CODES. THIS CONTRACTOR SHALL. BRING COVERPLATES, ETC., SHALL BE WHITE AND MUST BE VERIFIED WiTH THE B. CONTRACTOR SHALL REVIEW ALL OTHER TRADE DRAWL NGS (BEFORE SUBMITTING THEIR BIDS) TO FAMEIARIZE © END OF LINE RESISTOR � NEIN! DUPLEX OUTLET - MTD 1 G»AFF U.O.N. 1514 Roberts Drive, Jacksonville Beach,Florida 32250 ANY CONFLICT BETWEEN DRAWINGS. LOCAL. POWER COMPANY. CODES, ETC., TO OWNER/ARCHITECT PRIOR TO DID AND INSTALLATION. HUBBELL SPECIFICATION THEMSELVES WITH THE EXTENT OF ALL OTHER CONTRACTOR TRADE WORK FOR THIS PROJECT. CUM HEIGHTS AND U.O.N. Tel.No.904.342.1075 THE ATTENTION OF THE ARCHITECT AND ENGINEER AT THE TIME THE BIDS ARE GRADE, 1220 SERIES, WTRON SPECIFICATION GE SWITCIEARANCESi SHALL � REVEL FOR INSTALLING THEIR WORK. KNOX BOX .A.#27936 CHES/DIMMERS. NEW QUAD OUTLET - MTD 1 B"AFF . 3 RAD cn SUBMRTED. A. SpEaAL RECEPTACLES SHALL BE AS NOTED ON THE DRAWINGs. THE 0 � a CONTRACTOR SFINLL.L PROVIDE ALL SPECIAL. OUTLET BOXES THAT MAY BE 9. CONTRACTOR SHALL BE RESPONSDLE FOR THEM OWN CLEAN-UP DURING CONSTRUCTION. CONTRACTOR FAILS TO NEW GROUND FAULT CIRCUIT INTERRUPTER OUTLET (GFCI W SCOPE OF WORK: RECEPTACLES. - THER CONTRACTOR TO PERFORM THE a SPRINKLER ALARM ®ELL � MRD 1®" AFF U.O.N. W 3. REQUIRED TO ENCLOSE RECEPT PROVIDE SUCH CLEAN lI' THE GEI�ERAL CONTRACTOR WILL DIRECT ANO » BUILDER/CONSTR C : 2 THE WORK COVERED BY THIS SPECIFICATION SHALL INCLUDE FURNISHING ALL B. RECEPTACLES AND SWITCHES SHALL BE WHITE WITH FINDER � ES � CONSTRUCT AND CLEAN-MI' AND THE NEC�JGENT CONTRACTOR SHALL PAY THE ASSOCIATED BACK-CHARGES AS DEEMED FRCP FIRE ALARM CONTROL PANEL NEW GFCI OUTLET - MRD s ABOVE COUNTER RPC GENERAL CONTRACTORS INCORPORATED z LABOR. TOOLS, MATERIAL, EQUIPMENT AND SERVICES FACE (RECEPTACLES). 20A RATED. SIDE WIRED. PLATED STEEL Q E COMPLETE ELEGTRICAt. SYSTEM AS SHOWN ON THE ACCOMPANYING APPROPRIATE BY THE MANAGER. 248 Levy Road,Atlantic Beach,Florida INSTALL THE WRAP-AROUND BRIDGE, TOGGLE TYPE SWITCH OPERATORS (SWITCHES). >-- PLANS AND AS SPECIFIED HEREIN. THIS WORK SHALL INCLUDE: FI � FIRE ALARM ANNUNCIATOR PANEL NEMA TYPE RECEPTA�CL.E Tel.No.904.241.4416 °D A. BUS BARS IN DISTRIBUTION EQUIPMENT AND FEEDERS SHALL BE COPPER. C. ISOLATED GROUND OUTLETS AND COVERPLATES SHALL BE IDENTI ED 1 CONTRACTOR SHALL INSTALL ALL AUXILIARY SUPPORTING STEEL AS REQUIRED FOR THE SUPPORTING OF THEIR ALUMINUM GEAR, WIRING, ETC., IS NOT APPROVED EXCEPT WHERE NOTED. WITH AN ORANGE TRINGLE. CONDUIT, EQUIPMENT, ETC. ALL SUPPORTING STEEL. FOR ITEMS ABOVE A SUSPEPNDED C MING SHALL BE FROM TOGGLE �, 120/277V. 2oA, 1 P, 40" AFF. U.O.N. COMPLETE COPPER DISTRIBUTION SYSTEM FOR UGHTiNG- INCLUDING THE � B. TRANSFORM FEEDERS. DISTRIBUTION PANELBOARDS. BRANCH 15. LIGHTING FIXTURES: BIIIAIHG STRUCTURAL MEMBERS ONLY, HUM FROM TOPS OF STRUCTURAL BEAMS AND JOISTS OPA.Y, HOT DECK. SUFFIX 3�r DENOTES 3 WAY NECESSARY . FIXTURES WITH LAMPS SHALL BE FURNISHED AS NOTED ON PLANS AND DETAILS. o - CIRCUITS. LIGHTING FIXTURES. CONTROL SWITCHES, AND RECEPTACLES. �. SEE FIXTURE SCHEDULE. THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL 11 CONTRACTOR SHALL STORE ALL MATERIALS AND EQUIPMENT SNAPPED TO THE SITE IN A PROTECT® AREA. 4K KEY SWITCH. 120/277V. 2oA. 1 P, 4RT" AFF. U.O.N. U- C. COMPLETE COPPER DISTRIBUTION SYSTEM FOR POWER- INCLUDING THE LABOR AND MATERIALS REQUIRED TO INSTALL ALL UGHTiNG FIXTURES INCLUDING MATERIAL IS STORED OUTSIDE OF THE BUA.D K IT MUST BE STORED OFF THE GROUND AMP 1M OF SIX INCHES z NECESSARY TRANSFORMERS. FEEDERS. DISTRIBUTION PANEL.BOARDS. AND THOSE FURNISHED BY OTHERS IN THE MANNER INDICATED IN THE PLANS AND ON/OFF. SUFFIX " ' DENOTES 3 WAY Q DISCONNECT SWITCHES. DETAILS. ALL FlUIORESCENT BALLASTS SHALL BE INSTANT START TYPE, 12CtV OR (5") SET ON s X s PLANKS APS/OR FOOD PALLETS. ALL MATERIAL AND EQIIPMENT 1ST BE COMPLETF].Y REVISION: DATE z D. EMPTY RACEWAYS FOR THE TELEPHONE SYSTEM AND SOUND SYSTEM AS 277V� WHERE APPROPRIATE, WITH LESS THAN 109 THD. ALL 277V FIXTURES WITH WATERPROOF TARPS OR VISQUIEEN. ALL AND DiII�T�ORi( WILL HAVE THE ENDS CLOSED TO KEEP OUT - OTHER DEBRIS. NO EQUIPMENT WALL BE ALLOWED Tn BE STORED ON THE SITE UNLESS IT IS SITTN� ON DIMMER SWITCH - 48' AFF, U.O.N. MECHANICAL REVISION 06/01/16 o REQUIRED. SHALL BE FUSED. ALL BALLASTS AND DIMMING BALLASTS SHALL BE PHILIPS DIRT AND E. RECEIVING, HIANDUNG, SETTING, AND CONNECTING MOTORS AND CONTROLS. �E. DIMMER SWITCHES SHALL BE MATCHING PHILIPS SUNRISE PRESET UIOOD PLANKS AND COMPLETELY PROTECTED WITH WEATHERPROOF COVERS. � PAGING SYSTEM VOLUME CONTROL - 4G" AFF. U.O.N. 4. WORK NOT INCLUDED: ELECTRONIC WALL DIMMERS WiTH LCU2435 POWER EXTENDERS. LEVITON IPX SERIES DIMMERS WITH REQUIRED POWER EXTENDERS SHALL ALSO BE 1 THE DRANNGSj SCHEDULES AND SPECIFICATIONS HAVE BEEN PREPARED USING OPE MANUFACTURER FOR ® NEW COMPUTER SERVER Z CERTAIN EQUIPMENT SPECIFIED ON THE DRAWINGS WILL BE FURNISHED AND/OR ACCEPTABLE. ATE WITH MANUFAC'iURER'S LOCAL SAt.ES PIECE OF EQUA NT AS TIS BASIS FOR DA NSIONAL DESIGN. IF TNIE CONTRACTOR PURCHASES EQUIPMENT USTED NEW TELEPHONE SWITCH INSTALLED BY OTHERS. ELECTRICAL. CONTRACTOR SHALL. VERIFY PARTIES REPRESENTATIVE PRIOR TO INSTALLATION FOR CORRECT DIMMING BALLAST AND AS A SPECKED ACCEPTABLE MANUFACTURER BUT IS NOT THE SCFEDUI.ED MANUFACTURER USED FOR THE BASE O RESPONSIBLE FOR THIS WORK, OR PORTIONS OF THIS WORK. AS SHOWN AND DIMMER NTATI H PAIRING. ® VIDEO MERCH. CONTROLLER C-) DESCRIBED ON THE DRAWINGS. VERIFY WITH OWNER EXArCT LIGHTING FIXTURES DESIGN, THE CONTRACTOR SHALL BE RESPOHSIDLE FOR CHECKING ALL THE DIMENSIONS OF THE EQUIPMENT TO C-) APIC EQUIPMENT. VERIFY THAT IT WILL FIT IN THE SPACE SHOWN ON THE DRAWINGS, MINOR DEVIATIONS IN DIMENSIONS WILL BE ■�, PUSH-BUTTON ACTUATOR FOR POWER ASSISTED �, 15. TESTING: PERMITTED, PROVIDED THE RATINGS MEET THOSE SHOWN ON THE DRAWINGS AND EQUIPMENT WILL PHYSICALLY FIT DOOR OPENER 5• PANEL.BOARDS: A. TM RS1r�srE SI RES AREi PLACE ESTED FOR CONNECTED HOR'T'S ASD GROUNDDEVICES S IPMENT, INTO THE SPACE ALLOCATED KITH SUITABLE ACCESS AROUND EQUIPMENT FOR OPERATION AND MAINTENANCE ON w A. EL.EC:TRICAL. R SHALL. FURNISH AND INSTALL POWER ® SERVER RICINS, TO PLACE ON FLOOR SLOW � PANELBOARDS AS SHOWN ON THE DRAWINGS AND AS FURTHER SPECIFIED HOT-WIRES. IF SHORTED OR GROUNDED. SHALL � REMOVED AND THE EQUIPMENT AND AS PER CODE. ES O HEREIN. DIMS IN ALL PANELS SHAD. BE COPPER, EXCEPT WHERE REPLACED IF TROUBLE IS FOUND WiTH CIRCUIT. MANUFACTURED BY SQUARED B. ANY WIRING DEVICE. APPARATUS OR LIGHTING FIXTURE FURNISHED UNDER 1 CONTRACTOR AND/OR MANUFACTURER SHALL VERY THAT THE CHARACTERISi1CS OF THE EQUIPMENT THEY ® RECESSED FLOOR BOX - WIREMOLD NO SERI 0 OTHERWISE NOTED. PANEI.BOARDS SHALL MAN THIS CONTRACT IF GROUNDED OR SHORTED SHAD. BE REMOVED AND THE PINY. SUBMIT FOR REVIEW MEETS THE CAPACITY AHD DUTY SPECIFIED. WIEN EQII�MMEI�NT IS SUBMITTED FOR iREVEW AHD W/FLANGE. BRUS�IED ALUMINUM COVER 0 B. PANELBOARDS SHALL BE ASSEMBLED COMPLETE WiTH BOLTED-IN CIRCUIT TROUBLE RECTIFIED BY REPLACING ALL DEFECTIVE PARTS OR MATERIALS AS DOES NOT MEET THE PHYSICAL SIZE OR ARRANGEMENT OF THAT SDIEDU ED AND SPECIFIED, CONTRACTOR SHALL BREAKERS AND SPARE(S) AS INDICATED. BREAKERS SHALL. BE RATED FOR NECESSARY. PAY FOR ALL ALTERATIONS REQUIRED TO ACCOMMODATE SUCH EQUIPMENT AT NO ADDITIONAL COST TO OW ER. a SERVICE VOLTAGE AS APPUCABLE AND SHALL BE EQUIPPED WITH BOTH 17. EQUIPMENT CONNECTIONS: CONTRACTOR WILL ALSO PAY ALL COSTS FOR ADDITIONAL FORK REQUIRED BY OTHER CONTRACTORS, OWNER, G ELECTRIC PANEL N THERMAL. AND MAt'NETIC TRIP ELEMENTS. CIRCUIT BREAKERS SHALL HAVE ALL EQUIPMENT PROVIDED UNDER THIS SECTION OF THE SPECIFICATIONS OR ARCHITECT OR ENGINEER TO MAKE CHANGES 11MIICNI WOULD ALLOW THE EQUIPMENT TO FIT IN THE SPACE APND o INTERRUPTING CAPACITY FOR AVAILABLE SHORT CIRCUIT, BUT IN NO CASE OTHER SECTIONS OF THESE SPECIFICATIONS REQUIRING EECTRICAL. SERVICE. FUNCTION AS INTENDED. CIRCUIT - 4L3" AFF ON CENTER L o C. SHIALL. BE LESS THAN 10.000 AMPERES SYMMETRICAL. INCLUDING ALL EQUIPMENT FURNISHED AND INSTALLED BY OTHERS AS INDICATED ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT AND ON THE ACCOMPANYING PLANS, SHALL BE COMPLETELY WIRED AND CONNECTED tT MANUAL STARTER WITH THERMAL O/� �E� ENGINEERS SEAL SHALL PROVIDE SERIES RATED CIRCUIT BREAKERS AS REQUIRED. UNDER THIS SECTION. 1 • CONTRACTOR SHALL PROVIDE ON SITE INSTRUCTION OF OWNER'S OPERATING FOR ALL SYSTEMS '` JASON LEE DYER ® D. ELECTRICAL CONTRACTOR SHALL SUBMIT POINT TO POINT FAULT CURRENT AND EQUIPMENT INSTALLED UNDER THEIR CONTRACT. MANUFACTURER. PE6717 CALCULATIONS AS FURNISHED BY CIRCUIT BREAKER 18. TELEPHONE AND DATA PROVISIONS: MOTORIZED EQUIPMENT in THE RACEWAY SYSTEM FOR COMBINATION TELEPHONE/DATA OR DATA OUTLETS 1 BEFORE STARTING ANY SYSTEM. INSTALLING CONTRACTOR SHALL CONTACT EQUIPMENT MANUFACTURER TO VERIFY 6. SWITCHES - DISCONNECT AND SAFETY: THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL FUSIBLE AND/OR SHALL UTILIZE A 4 SQUARE 2-1/80 DEEP JUNCTION Box AND SINGLE GANG THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER LUBRICATION. DRIVE ROTATION. NON-FUSED DISCONNECT SWITCH 0 NONFUSIBLE SAFETY SW TCHES WHERE INDICATED ON THE PLANS OR REQUIRED FLUSH WALL OPENING WITH A H/4 SRU AB N A BELT TENSION, CONTROL SEQUENCE OR OTHER CONDITIONS �1NgCNl MAY CAUSE DAMAGE Tn THE EQUIPMENT. D BY CODE. SWITCHES SHALL BE OF THE POSITIVE-ACTION. CEILING SPACE. TERMINATE EACH " - TYPE WITH INTER-LOCKING COVER THAT PREVENTS RACEWAY SYSTEM OF CONDUITS. CONFIGURED FOR 4 CABLES PER OUTLET, 0.24 11,* CONTRACTOR AND/OR MANUFACTURER SHALL VERIFY THAT THE CHARACTERISTICS OF THE EQUIPMENT THEY � FLEXIBLE CONDUIT O QUICK-MAKE/QUICK BREAK, OPENING DOOR WHEN THE EXTERNAL OPERATING HANDLE IS IN THE "ON" OD UTILIZING WiDE RADIUS BENDS AND OVERSIZED JUNCTION BOXES. THE SUBMIT FOR REVIEW MEET'S THE CAPACITY AND DUTY SPECIFIED. a.W E 3R RAINTIGHT CONDUITS SHALL TERMINATE WHERE NOTED ON THE PLANS. THE GROUPING OF ® NEMA TYPE STARTER W POSITION. SWITCHES OUTSIDE THE BUILDING SHALL BE NEMA TYPE CABIM SHALL BE AS FOLLOWS: MAXIMUM QUANTITY OF CABLES IN CONDUIT. ENCLOSURES. PROVIDE A PULL WIRE OR ROPE IN ALL EMPTY CONDUIT. 11 CONTRACTOR TD PROVIDE 1/4 INCH SCALE CONDUIT AND EQUIPMENT DRAWINGS FOR COORDINATION WITH OTHER ` w CABLE DIAMETER CONDOR TRADE SIZES TRADES. DRAWINGS TO INDICATE DIMENSIONS AND ELEVATIONS OF ALL CONDUIT AND EQUIPMENT. DRAWINGS TO = 7. BOXES: INCHES 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 A ALL OUTLET BOXES SHALL BE STANDARD GALVANIZED STEEL TYPE. FURNISH AND LSO INCLUDE ALL WALL/�LOOR/�OOF' OPENINGS. BATTERY LIGHT W 90 MINUTE BATTERY BACK-UP ® INSTALL PULL BOXES AND JUNCTION BOXES WHERE NECESSARY IN THE .16 1 5 s 14 1® 2s 4o so _ _ CONTRACTOR NOTES RACEWAY SYSTEM TO FACILITATE CONDUCTOR INSTALLATION. .22 0 4 7 12 is 22 35 50 - - 1 SHOP DRAWINGS SHALL BE SUBMITTED ELECTRONICALLY IN PDF FORMAT FOR REVIEW AND APPROVAL HARD DOPY r 4 0 3 s 10 15 20 30 40 SETS SHALL BE SUBMITTED AS REQUESTED BY OWNER. GENERAL CONTRACTOR OR ARCHITECT. .2 � REMOTE BATTERY' LIGHT HFJADS, WEATHERPROOF a - - B. CONDUCTORS: ALL WIRE AND CABLE FOR FEEDER AND BRANCH CIRCUITS .29 0 2 3 s 7 14 17 - - Y SHALL CONFORM TO THE REQUIREMENTS OF THE CHICAGO ELECTRICAL CODE. •31 0 2 3 4 s 12 14 20 1 . SUBMIT SHOP DRAWINGS AND PRODUCT DATA GROUPED TOGETHER TO INMUDE COMPLETE SUBMITTALS OF RELATED APPLIANCES, MECHANICAL EQUIPMENT, ETC. SERVING DIFFERENT AREAS (OR TENANT ALL CONDUCTORS SHAD. BE SOFT DRAWN COPPER AND, UNLESS OTHERWISE EXIT SIGN W/90 MINUTE BATTERY BACK-UP � 'THHN" 19. STARTERS. BIRCHES, ETC.: SYSTEMS, PRODUCTS AND A IN A SINGLE SUBMITTAL SPACES) SHALL BE PERMANENTLY MARKED IN AN APPROVED MANNER THAT UNIQUELY 3 NOTED ON THE PLANS, BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE cnCADD DWG. FILE No. ' INSULATED. ELECTRICAL SHALL INSTALL ALL STARTERS, SNITCHES, AND IDEiNTIFES THE APPLIAM�I;E APD THE AREA ANT SPACE IT SERVES. AND/OR `niWN ELECTRICAL EQUIPMENT FURNISHED UNDER OTHER CONTRACTS AND SHALL 2 SUBMIT COPS OF MANUFACTURER'S UTERATURE ON ALL PURCHASED AND FABRICATED COMPONENTS. SUBMITTAL FURNISH AND INSTALL ALL DISCONNECT SWITCHES AND ELECTRICAL THAT ARE S. RECEPTACLE CIRCUITS: E COMPLETION of THE Jos. SHALL INCLUDE CAPACITESy OPTIONS, MANUFACTURER'S SPECA�1CATiOHS, INSTALLATION INSTRUCTIONS, OPERATING MANUFACTURERS INSTALLATION INSTRUCTIONS FOR ALL MECHANICAL APPLIANCES OR BRANCH CIRCUIT HOM ERUN U- A. WIRE SMALLER THAN #12 SHALL NOT BE USED FOR ANY BRANCH CIRCUIT REQUIRED FOR THE AND MAINTENANCE WIRING DIAGRAMS, ETC. EQUIPMENT SHALL BE AVAILABLE TO BUILDING DEPARTMENT INSPECTORS AT THE TiMES _SHORT TICK MARKS REPRESENT NUMBER OF CALE: SUPPLYING CONVENIENCE OUTLETS. BRANCH CIRCUIT WIRING SHALL BE 20. LABELING: OF INSPECTIONS. USTNNG APD LABELING SHALL AM BE AVAILABLE. HOT WIRES Q SIZED Tn UMR THE VOLTAGE DROP TO NATIONAL. ELECTR�AL CODE ALL CIRCUITS SH AL.L BE LABELED. CHART SHALL BE SECURELY MOUNTED ON . CONTRACTOR SHALL RREVEW ALL SHOP DRAWL GS PRIOR TO SUBMITTING THEMM FOR ENGIEER'S REVIEW. -LANG TICK MARKS REPRESENT NUMBER OF rAS SHOWN CL REQUIREMENTS. ALL BRANCH CIRCUIT WIRE TO BE COPPER. THE INSIDE OF ELECTRIC PANEL BOX DOOR(S). COORDINATE LABELING WITH PRIOR TI0 NWALLATI ON OF ALL EQUIPMNENT CONDUITS, SUPPORTS, ETC. CONTRACTOR o B. RECEPTACLE CIRCUITS SHAD. BE CIRCUIT BREAKER CONTROLLED AS OWNER SO LABELS SHOW INFORMATION USEFUL TO BRANCH STAFF. IN ADDITION. OONIIRACI'OR SHALL STAMP EACH SHOP DRAWING To CERTIFY THAT QUANTITIES AND OOORDIHATKIH WITH FIELD NEUTRAL WIRES z . CONDITIONS HAVE BEEN REVIEWED AND THERE ARE NO OONFUCIS WITH OTHER TRADES TO COORDINATE WITH ALL TRADES. CONTRACTOR IS REQUIRED Tn PROVIDE ALL -DOTTED TICK MARKS REPRESENT NUMBER OF CADD USER ID: INDICATED ON THE PLANS. ALL OUTLETS SHALL BE LABELED WITH Ile BLACK LETTERING ON COVER PLATE o C. RECEPTACLES FOR SPECIFIC AREAS SMALL � OF THE SIZE AND TYPE TO DESIGNATE PANELBOARD AND CIRCUIT NUMBER. REQUIRED OFFSETS AND EQUIPMENT RELOCATION DUE TO FIELD OOPDITIOHS A EQUIPMENT GROUND WIRES. JH,JS,MB,JD INDICATED ON THE PLANS AND SPECIFIED HEREIN. FOUR (4) HARDC OPES OF ONNER°S OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO 000 ADDITIONAL EXPEI�NSE Tn CONTRACT. w UPON COMPLETION OF PROJECT. THESE SHALL BE SUBMITTED IN RING BINDERS WITH TYPED OPERATING w INSTRUCTIONS AND MAINTENANCE INTERVALS WITH MAINTENANCE PROCEDURES FOR ALL SYSTEMS AND EQ UIPMENT. PERMIT SET CONTRACTOR SHALL PROVIDE ALL CONTROL COMPONENTS. MIRING, INTERLOCKS, W/O WIRE GUARD PROJECT ELECTRICAL POKER AND ALL OTHER DEVICES REQUIRED TO MAKE ALL EQUIPMENTCONTACTINFORMATK>N SHAH BE PROVIDED FOR LOCAL PARTS AND SERVICE NATIVES INSTALLED UNDER THIS PROTECT COMPLETE AND FULLY OPERATIONAL PER THE WP WEATHER PROOF = ALL SUBMITTED PUNCH UST ITEMS MUST BE SATISFACTORILY COMPLETED PRIOR TO PROJECT OR NER SEQUENCE OF OPERATION AND AS REQUIRED FOR SAFE AND ACCURATE CONTROL NL NIGHT LIGHT - 24HR OPERATION PROJECT NUMBER c� C 1 MECHANICALLY HELD NEMA TYPE UGHTTNG CONTACTOR CDA0008052016 FX SHALL HAVE FINAL AUTHORITY OVER APPROVAL REGARDLESS OF ENGINEER APPROVAL CONTRACTOR SHALL SCOPE WITHOUT THE NOT CONSENT OFTNEOWINER.SYSTEMS AREA OF a a 4. A WRITTEN WARRANTY SHALL SUBMITTED UPON PROJECT FOR OPE FULL YEAR PARTS AND LABOR. TC ASTRONOMICAL TiME CLOCK - 2N.0., 2N.C. CONTACTS CAPABLE OF RETAINING PROGRAMMING AND THE TiME THIS PERTAINS TO SERVICE, ADJUSTMENTS AND REPAIRS MAT �COMPONENTS A THEY F SETTING LNG LOSS OF POWER FOR A PERIOD OF AT NEW u PROPERLY. ANY DEFECTIVE SYSTEM COMPONENTS OR EQUIPMENT SHALL R WARRANTY PERIOD SHALL BEGIN UPON THE DATE OF MANUFACTURER START-UP AND CL.O%-OUT OF CONTRACT. R MOTORIZED DAMPER BY M.C. VA CONSTRUCTION os OCCUPANCY SENSOR - WALL MTD - ULTRA v PASSIVE INFRARED - HUBBELL AD1277W19 4L% a 0 OCCUPANCY SENSOR - CUING MTD - ULTRA SONIC/ )+ D PASSIVE INFRARED - HUBBELL AMSERIES W/CU CIES CONTROL UNITPETE'S TURN C ZCC , 12CTl/, WHITE Y DAYLIGHT HARVESTING - CLW MM AB t)N/OFF PHOTOCELL - ACUITY BRANDS #CMR PC o CONTROL UNIT, 12OV, WHITE d �- ELECTRICAL 0 O N F- SYMBOLS & NOTES a 0 U These materials ars copyrighted and P under Section 102 of the Ardtitsctunallorlca Copyright Protactbn PERMIT SET 04 05 16 Act of IM The copyright p��obactions apply to the orlwd form of the strucfiurss, the arr�angsment and E0m01 cc Va iUon of epaoes, the materials and wecftm and aA other elements of the L Unauttiarihad use of thea materials Dan =a in silbstantial c ftm and ddi liabft N � 24 Cd r, 24 E400� � X00 �k w o0 000 x 2 M4� ' '��'� .,o� w o� 1V 24 � IoM IoM o o . oN ® 22 TRUSTED ENGINEERING ( Cd Cd DRA ING NOTES SD 00 o 1. UNLE S OTHERWISE INDICATED, SEE ARCHITECTURAL ELEVATIONS FOR DEVICE MOUNTING HEIGHTS. �-+ o°O, .4? C 24 2. LOW V LTAGE WIRING AND TERMINATIONS SHALL BE BY THE LOW VOLTAGE CONTRACTOR `�i �,,, UNDER THE GENERAL CONTRACTOR. VERIFY EQUIPMENT REQUIREMENTS WITH PRIOR TO BID. v o 4 o Uj 3. ALL OU ETS AT SECOND FLOOR SHALL BE GFCI PROTECTED. a 4. ALL C00 ING APPLIANCES UNDER KITCHEN EQUIPMENT HOOD SHALL BE CONNECTED TO O SHUNT IP TYPE CIRCUIT BREAKERS. EQUIPMENT HOOD FIRE SUPPRESSION SYSTEM a a SHALL P WER DOWN ALL SHUNT TRIP TYPE CIRCUIT BREAKERS UPON SUPPRESSION H ' SYSTEM CTTVATION. SUPPRESSION SYSTEM BY OTHERS. N N 00 U O� D SEATING AREA 5. SHOULD ANY DISCREPANCIES BE FOUND, NOTIFY ENGINEER IMMEDIATELY FOR FURTHER Z 200 DIRECTION 0 CONSULTANTS: m U LL. STRUCTURAL: �- McVEIGH AND MANGUM ENGINEERING Uj9133 R.G.Skinner Parkway Florida 32256 z Tel.No.904.483.5200 U z LANDSCAPE AND HARDSCAPE: AV EUTHENICS STUDIO � F P.O. l.No 904.246.6219 ox 330351, tic Beach,Florida 32233 Te O it MECHANICAL ELECTRICAL PLUMBING n. TRUSTED ENGINEERING 1514 Roberts Drive, Jacksonville Beach,Florida 32250 3 Tel.No.904.342.1075 Z J C.A.#27936 W STAIR 26 26 BUILDER/CONSTRUCTOR: }. 202 Im RPC GENERAL CONTRACTORS INCORPORATED z 248 Levy Road,Atlantic Beach,Florida 32233 POS Tel.No.904.241.4416 m TATION 20 26 TV m O ram I -14m O w Q REVISION: DATE z le 2 SECOND FLOOR POWER PLAN 0 E1.00 Scale: 1/4"= 1'-0" 1 MECHANICAL REVISION 06/01/16 Q U Z � 9 U m � �— � 3 --38 -- 0 2 6,1#10G,1 C 60A.250V,2P,NFDS,N3R 0 2#12,1#12G,3/4"C ' 0 TO HOOD CONTROL PNL a 30A,25OV,2P,NFDS,N3 N J ETER 12 2#6,1#1 oG,1"C o A OV P NFD N3R ;7 •/l i ENGINEER'S SEAL D 9JASON LEE DYER PE67179 o S 2#12,1#12G,3/4"C 5 AHU-1 HOOD CONTROL PNL TO HOOD CONTROL P L o - 30A,250V,2P, ,,, KIT HEN/SERVING 2123_25 NFDS,N 0 U 112 d 2_4 2 12,2#10N MAU-1 0 1 10G,3/4 C BAR X - TP-1 107 m FAC • m 34 13 15 1 Pas PRMRER 19 1 POS P I R o TP-2 1 JAH -1 AV vwTi d O ........_... W p T TV m >- 14 HU-2 14 14 POS 1 14 � 6-8 a 2#6,1 10G 3 4"C J EF-1INTERLOCK W/ STATION # / TOILETS LIGHT 0 60A,250V,2P,NFDS 29 SWITCHES CADD DWG. FILE NO. V) F U- 0 SEATING AREA a 100 COVERED TERRACE AS SHOWN a. 01 0 Z CADD USER ID: F JH,JS,MB,JD W F PROJECT PHASE: N Uj PERMIT SET PROJECT NUMBER C9 m - 16 16 18 16 16 CDA0008052016 1% a _ _ IV 00000 cocoa Ui 8 C C NEW U STORAGE ORAGE 1034 wofwE CONSTRUCTION O ........ 105 106 X _ a _ 620 STAIR 28-30 0 102 SERVICE SINK FD 6,1102P,NF Y WAT A,210 PETE'S TURN z O HEAT F m ABCC U Q d 0 ELECTRICAL N POWER PLANS 1 FIRST FLOOR POWER PLAN U E1�00 Scale: 1/4"= 1'-0" these materials are copyrighted and protected under Section 102 of the Arohitect m Darks Copyright Protection El 000 . Act of I= the copyright protections apply to the ow" form of the *%tm the amanga hent and compodtion of spaces„ the materials and selections, and aN other elements of the dselp mized use of thew materials can resdt in substantial aminal and &A liabft r ,EF9 ?H Q27 w M o C N W 00 .O OQ ELEV A A A , ° � TRUSTED � . A Cd201 �27a 7a 27a DRAWING NOTES ° E-4 00 SEE NOTE 5 1. UNLESS OTHERWISE INDICATED SEE ARCHITECTURAL ELEVATIONS FOR DEVICE MOUNTING HEIGHTS. M `o 2. ALL SWITCHES SHALL BE WHITE WITH WHITE FACEPLATES. ' M zi A 3. CONNECT ALL EMERGENCY BATTERY LIGHTS TO NORMAL LIGHTING CIRCUIT AHEAD OF ANY U U " 5W 27a a, SWITCHING. TYPICAL FOR ALL. 19 4. FAN CONTROL SWITCHES SHALL BE VARIABLE SPEED WITH ON OFF CAPABILITY. O U 5. INTERLOCK WITH WALL SWITCH CONTROLLING TYPE A LIGHTING FIXTURES IN SEATING AREA H Q SEATIN AREA 200• 00 N D U °, 0 20 6. INTERLOCK WITH 3 WAY WALL SWITCHING FOR CONTROL OF TYPE A LIGHTING FIXTURES IN Z A A D 29c AO A� SEATING AREA 100. O027a `*'27a CONSULTANTS: 27° 27a 7. SHOULD ANY DISCREPANCIES BE FOUND, NOTIFY ENGINEER IMMEDIATELY FOR FURTHER o DIRECTION. STRUCTURAL: �- McVEIGH AND MANGUM ENGINEERING N9133 R.G.Skinner Parkway Florida 32256 z Tel.No.904.483.5200 U z LANDSCAPE AND HARDSCAPE: EUTHENICS STUDIO c a E 31 P.O.Box 330351,Atlantic Beach,Florida 32233 Tel.No.904.246.6219 MECHANICAL ELECTRICAL PLUMBING a. O TRUSTED ENGINEERING F 7 1514 Roberts Drive, Jacksonville Beach,Florida 32250 Tel.No.904.342.1075 z A A C.A.#27936 w II A A A A .� 27a 27a BUILDER/CONSTRUCTOR: >- 27 27 RPC GENERAL CONTRACTORS INCORPORATED 9Q 248 Levy Road,Atlantic Beach,Florida 32233 }. STAIR Tel.No.904.241.4416 m m 202 F 27 0 o Z 2 SECOND FLOOR LIGHTING PLAN l QREVISION: DATE Z - E2.00 Scale: 1/4"= 1'-0" 0 ' MECHANICAL REVISION 06/01/16 Q U_ Z D U W Cn W O O / W0 / a.r Q 0 H 0 Q27 ENGINEER'S SEAL D 'Ilk JASON LEE DYERm PE67179 N s LECT./HVAC/STO. BAR 0 109 107 ® A KITCHEN/SERVING G 0 1 1 1 7 027 108 O m O a_ 27 W 0 F 27 ` D W H Ho -0a 27 --W) 27 A A A V) �' Y �7 CADD DWG. FILE NO. 27 27 2 U- 0 Q AS SHOWN a z A0,- SEATING AREA A;0 E COVERED TERRACE 31 Q 1CADD USER ID• SEE NOTE 7 7 100 27 SEE NOTE 7 JH,JS,MB,JD W PROJECT PHASE: N m Y PERMIT SET zA A A PROJECT NUMBER 27 27 27 CDA0008052016 J J Q 3 H H w ellE 31 _ 21D� 27 oioo to IOSI iNEW � STORAGE A A °S CONSTRUCTION ® F 3 Q F103 27 27 2 7 U A A ° S A 092 27 27 27 Y F sE ME 27 w EN PETE'S TURN Z 27 GE 0 STAIR 0 WA R m 1 5 E 31 1 AB C 102 ER � 3 0 Q ALL FIXTURES TYPE H TO BE o CONTROLLED VIA PHOTOCELL ELECTRICAL N H 27 ON/TIMECLOCK OFF. LIGHTING PLANS 0 1 FIRST FLOOR LIGHTING PLAN Theee materiaia are copy*ted and protected under Section 102 of the Architectural worlcs Copyright Protection EZ.00 Scale: 1/4"= 1'-0" E200 Act of ISM The copyright protec00M apply to the oue d form of the etruchM the arrangement and On mabdimis and and d other elements of the . Unauthorizemd of • ocm��r�t in eubetantid crime cid liabtity. i TENANT PANEL "TP-1 " LIGHTING FIXTURE SCHEDULE SPACES MOUNTING LOCATION MAIN CIRCUIT VOLTAGE AIC: V.I.F. TY E I DESCRIPTION MOUNTING LAMP MANUFACTURER CATALOG # 42 SURFACE IBRKR 400A 120/24OV. 1O, 3W LOADS VA LOADS VA CCT. _ N CKT• DESCRIPTION A ® � 6% POLE A B POLE A ¢ ® ¢ DESCRIPTION N0. A 6 FLUORESCENT DOWNUGHT-WHITE/CLEAR APERTURE RECESSED (1) F26TBX 28W JUNO PV-126/42T/C600-42-CL OR EQUAL � W M o N0. 1 POS STATION AND PRINTER 1000 20 1 20 2 728 AHU-1 2 B ELEVATOR PIT LIGHT SURFACE LED 28W UTHONIA #K4-30L-LP840 OR EQUAL C 3 BLENDER STATION 1500 20 1 728 4 00 o 5 REFRIGERATOR 1000 20 1 60 4800 AHU-2 6 C CEILING FAN SURFACE SELECTED BY ARCHITECT 2 iR 00 7 ICE MACHINE 1200 20 1 4800 8 SELECTED BY ARCHITECT E"'' > •0 o 9 REFRIGERATOR 1000 20 1 20 1 1000 ELEVATOR CONTROL PANEL 10 D CEILING FAN SURFACE 1 REFRIGERATOR 1000 20 1 20 1 ELEVATOR PIT LIGHT, GEN RECEPT, TTB 12 1fill: rA C) 13 FREEZER 1000 20 1 20 1 960 DINING GEN RECEPT 1403 E T SIGN SURFACE LED 3W UTHONIA LQM SERIES OR EQUAL �"� � w � w fO V] 15 FREEZER 1000 20 1 20 1 960 DINING GEN RECEPT F EMERGENCY LIGHT SURFACE LED 7W LITHONIA f 1M2-LED OR EQUAL .1 NoE 17 FOOD WARMER 1800 20 1 20 1 720 TOILETS, GEN RECEPT 18 19 BOTTLE COOLER 900 20 1 20 1 1000 POS CENTRAL STATON, SECOND FLR POS STATION 20 G 2X2 LIGHT RECESSED 17W T8 62W LITHONIA 2GT8 3 17 Al2 OR EQUAL ,...� s 0 Nr M d j N N 21 HOOD CONTROL PANEL AND HOOD LIGHTS 1000 20 1 20 1 1000 SECOND FLR RECEPT 22 23 KEF-1, MAU-1 2236 20 1 1000 SECOND FLR RECEPT 24 H EXTERIOR WALL LIGHT W/90 MINUTE BATTERY BACK UP SURFACE LED 28W SELECTED BY ARCHITECT `t Ui 25 2236 30 2 20 1 1000 SECOND FLR RECEPT 26 �„� V o0, � �°`. � ALL UORESCENT LAMPING SHALL BE 3000K. ALL FLUORESCENT FIXTURES SHALL BE FUSED OR HAVE INTERNAL DISCONNECT AT BALLAST AS PER CODE 27 1ST, 2ND FLR LIGHTS 1120 20 1 60 2 5000 WATER HEATER 28 *E.C. SHALL PROVIDE ALL REQUIRED MATERIAL FOR PROPER INSTALLATION OF LIGHTING FIXTURES. a 29 2ND FLR CEILING FAN 900 20 1 5000 30 *FURNISH AND INSTALL REQUIRED LAMPS FOR EACH LIGHTING FIXTURE TYPE. to 00 31 EXIT SIGNS 115 20 1 20 1 1000 FIRE ALARM PANEL 32 0 33 HP-2 4080 60 2 20 1 1000 TTB 34 �, U a IT 35 4080 4920 CU-1 36 N N 37 SPACE 60 2 4920 38 O° 0 39 SPACE 0 TP-2 SUBPANEL SPARE 40 z 41 SPACE 100 2 0 42 TOTAL 114016[1 3051 TOTAL 21128 19808 CONSULTANTS: U U_ TOTAL CONNECTED LOAD:68,503VA STRUCTURAL Z 28.5.4 AMPS McVEIGH AND MANGUM ENGINEERING N 9133 R.G.Skinner Parkway Florida 32256 z Tel.No.904.483.5200 NOTES:z LANDSCAPE AND HARDSCAPE: 1. CIRCUIT BREAKERS SERVING EXIT SIGNS AND EM. (24—HR) LIGHTING SHALL BE KEY OPERATED TYPE. EUTHENICS STUDIO P.O.Box 330351,Atlantic Beach,Florida 32233 0 2. CIRCUIT BREAKERS SERVING HVAC EQUIPMENT AND HOT WATER HEATER SHALL BE HACR RATED. Tel.No.904.246.6219 CE MECHANICAL ELECTRICAL PLUMBING tL O TRUSTED ENGINEERING 1514 Roberts Drive, Jacksonville Beach,Florida 32250 3 Tel.No.904.342.1075 Z C.A.#27936 W GROUND LUG AT METER SOCKET BUILDER/CONSTRUCTOR >_ RPC TO NEUTRAL RPC GENERAL CONTRACTORS INCORPORATED a' ZONE SIGNAL CIRCUITS ZONE DETECTION CIRCUITS FIRE ALARM SYMBOLS 248 Levy Road,Atlantic Beach,Florida 32233 Tel.No.904.241.4416 m DD EOL (TYP.) QF MANUAL PULL STATION m 0110 L FR ELEVATOR CONTROLS WF SPRINKLER FLOW SWITCH 0 }. (TYP.) R MS VALVE TAMPER SWITCH allz fm WF EOL (TYP.) a AHU z #1/0, 3/4"C R AUDIO/VISUAL FIRE ALARM DEVICE ALARM DEVICE REVISION: DATE 0 VSS EOL (TYP.) O VISUAL FIRE ALARM DEVICE MECHANICAL REVISION 06/01/16 a (TYP.) EOL AV1141 IV F EOL (TYP.) DD DUCT DETECTOR W/REMOTE TEST SWITCH 2 (NP,) EOL V V SD EOL (TYP.) gp SYSTEM SMOKE DETECTOR 0 U REMOTE TEST KEYED SWITCH WITH INDICATOR LIGHT. (n1 PROVIDE FUTURE CONNECTION AS REQUIRED. PROVIDE EXOTHERMIC WELDING OR APPROVED CLAMP CONNECTION TO ® COORDINATE LOCATION OF TEST SWITCH WITH LOCAL FIRE ,. „ INSPECTOR. � 2 PROVIDE MECHANICAL LUGS SIZE AND QUANTITIES AS SUPPLEMENTAL 5/6 X 10 —0 COPPER 0 REQUIRED. GROUND ROD. TO CENTRAL MONITORING STATION Sp ® AIR HANDLING UNIT SHUT DOWN RELAY VIA TELEPHONE CONNECTION AT TTB FACP 0 0 3 PROVIDE BRANDY TAGS OR EQUAL TO IDENTIFY EACH SP 120V EOL END OF UNE RESISTOR GROUNDING CONNECTION J 4 THE SERVICE GROUND SHALL. BE GROUNDED TO THE FIRE ALARM RISER Q KNox ®ox o STREET SIDE OF THE WATER METER ON THE INCOMING o WATER MAIN WHERE APPLICABLE. N.T.S. FACP FIRE ALARM CONTROL PANEL Ki ® 5 FURNISH AND INSTALL 10 GROUNDING CONDUCTOR FROM FAAP FIRE ALARM ANNUNCIATOR PANEL ENGINEER'S SEAL JASON LEE DYER TTS GROUND BUS BAR TO GROUND ROD. 0 FIRE ALARM NOTES W D 1. VISUAL AND AUDIBLE FIRE ALARM DEVICES SHALL BE INSTALLED AT 960AFF, U.O.N. 0 0 2. POWER BOOSTERS SHALL BE UTILIZED AS NECESSARY AND SHALL BE UL w SERVICE GROUNDING DIAGRAM W N.T.S HEAVY DUTY LISTED AND MEET THE INSTALLATION REQUIREMENTS OF NFPA 72. o FUSED DISC. SW. 3. DEVICE SUBSCRIPT, WHERE INDICATED, SHALL DENOTE CANDELA RATING. ;M1 wELEVATOR D CONTROLLER 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES w PER CODE TO PERMIT EASE IN LONG WIRE PULLS. m a 5. ALL CONDUCTORS SHALL BE #14AWG WITH MINIMUM 3/4" CONDUIT AND PER MANUFACTURERS RECOMMENDATIONS. 0 6. PROVIDE ALL AUXILARY COMPONENTS, HARDWARE, POWER CONNECTIONS AND WIRING AS REQUIRED FOR A COMPLETE AND OPERATIONAL FIRE ALARM SYSTEM. CADD DWG. FILE 7. ALL ALARM DEVICES SHALL BE SYNCHRONIZED. U_ 6. VERIFY REQUIRED FIRE ALARM SYSTEM TYPE WITH LOCAL FIRE MARSHAL AND 0 PROVIDE COMPLETE CODE COMPLIANT, UL LABELED SYSTEM COVERAGE. FIRE aMACHINE ROOM MACHINE ROOM MARSHAL MUST APPROVE ALL SHOP DRAWINGS AND SYSTEM OPERATION PRIOR TO AS SHOWN a. SD D OCCUPANCY. z 9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION. CADD USER ID: TOP OF SHAFT SECOND FLOOR TOP OF SHAFT 10. SYSTEM SHALL HAVE PROVISIONS FOR 24—HOUR MONITORING OVER TELEPHONE JH,JS,MB,JD LINES (OR VIA RADIO TRANSMITTER IF REQUIRED BY LOCAL JURISDICTION.) W � SD SD ® PROJECT PHASE: 3#3,1#6GND,1-1/4 C. 11. DEVICE CANDELA RATING SHALL BE MINIMUM 75, PER ANSI Al 17.1.4.26 AND PER ADA I j � REQUIREMENTS. AUDIBLE AND VISUAL DEVICES FOR FIRE ALARM SHALL COMPLY WITH THE PERMIT SET MAIN FLOOR MAIN FLOOR FLORIDA ACCESSIBILITY CODE. FIRE ALARM SYSTEM DESIGN SHALL COMPLY WITH FLORIDA PROJECT NUMBER 400AMP,120/240V,1 PH,3W PANEL (SPARE) BUILDING CODE 2014, NFPA 101, NFPA 72 AND ALL LOCAL CODES. J JEA TRANSFORMER JEA METER C/T "TP-1" PANEL SD SD CDA0008052016 a COORDINATE WITH JEA COORDINATE WITH JEA 400A "TP-2" 12. SYSTEM SHALL BE ADDRESSABLE TYPE WITH BATTERY BACK-UP. METER SOCKET BY E.C. MCB 100A � 1 1 P 3Wv , 120/240V,MLO PIT PIT NEW v 42P 1 PH.PW, sD ® CONSTRUCTION T SPRINKLER RISER 0 SHUNT C OA a TRIP C/B WF _ �_7 A D E U 0 1#1/OGND PER NEC 250.66 _ 3#500MCM,1#3GND,3"C. Y _ SEQUENCE OF OPERATION PETE'S TURN AB03 500MCM,1#3GND,3"C. 1. SMOKE DETECTORS ACTIVATE SENDING ELEVATOR INTO RECALL TO FIRST FLOOR. CC *VERIFY FAULT CURRENT WITH LOCAL UTILITY AND PROVIDE SERIE'S RATED CIRCUIT BREAKERS ASREQUIRED. 2. 135 DEGREE HEAT DETECTORS IN THE SHAFT OR MACHINE ROOM ACTIVATE THE o *ALL FEEDER SIZES BASED ON COPPER. ALUMINUM FEEDERS ARESHUNT TRIP, ALONG WITH THE WATER FLOW SWITCH AT THE SPRINKLER RISER. ACCEPTABLE AS PER CODE. ELECTRICAL N ELECTRICAL ONE—LINE DIAGRAM DETAIL - TYPICAL ELEVATOR RECALL & SHUT DOWN Scale: N.T.S. NOT TO SCALE SCHEDULES U lhm materkis are copy*ted and protected under Swft 102 of tt Architwimt l Wft Copyright fa ftPERMITSET040516 Act of 1�0: Lha copyright P� apply to the overd form of tho nhucbur�es, tho �t and E3mOO =Vof *am the am rials and selections, and d other d m b of the dseigm Unauth aeition orised use of these materials can result in substantial criminal and cM WRY. SPRINKLER SPECIFICATIONS CSC 61G15 REQUIREMENTS PLUMBING FIXTURE & EQUIPMENT SCHEDULE PLUMBING SYMBOLS PLUMBING NOTES NOT ALL SYMBOLS MAY APPLY THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE (FAC) 51G15-32.003,51615-32.004 AND WC-1 ADA, TWO PIECE, FLOOR MOUNTED, WHITE, VITREOUS CHINA, TANK E 1.) ALL CLEANouTS SHALL INSTALLED WHERE READILY ACCESSIBLE. 51 615-32.005 2 SHALL BE ADHERED TO As PER THE FIRE PROTECTION PLANS THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS , ( ) WATER CLOSET WITH 16-3/4' HIGH ELONGATED BOWL, 12" ROUGH IN, COLD WATER PIPING (INSULATED) w M o w w WITH EQUIPMENT CABINETS, ETC. PROVIDE FULL SIZED CLEMNOUTS ON N THE FIRE PROTECTION PLANS SHALL. SATISFY THE "COMMON REQUIREMENTS To ALL FIRE PROTECTION CHINA BOLT CAPS, 1.6 GPF, 3 RUSH VALVE AND 2-1/8 TRAPW HOT WATER PIPING (INSULATED) STRAIGHT RUN INTERVALS NOT TO EXCEED FIFTY (50) AS WELL AS .ti AT EACH CHANGE OF DIRECTION GREATER THAN 50 FIXTURE o o D o ENGINEERING DOCUMENTS' AS MANDATED BY F.A.C. 51 615-32.003. THESE PLANS SET FORTH THE OVERALL MANSFIELD "SUMMIT" 384-356 ( ). 0 - WHITE, ANTIMICROBIA_, ELONGATED, OPEN FRONT SOLID PLASTIC HOT WATER RETURN PIPING (INSULATED) TRAPS LE. FLOOR DRAINS SHALL NOT w o0 000 DESIGN REQUIREMENTS AND DIRECTION FOR THE FIRE PROTECTION TO PROVIDE WORKING DRAWINGS TOILET SEAT WITH STAINLESS STEEL, SELF SUSTAINING ds EXTERNAL ( ) ' ` 00 0 o, FOR SEPARATE PERMIT SUBMISSION. THE SUCCESSFUL FIRE PROTECTION CONTRACTOR SHALL PROVIDE 'FIRE ACCESS POINTS IF A CABLE MUST MAKE TWO (2) OR MORE RIGHT N N CHECK HINGES. BEMIS 2155SSC UNDERGROUND SEWER ... C a� o PRCTTECTION ENGINEERING DOCUMENTS' IN ACCORDANCE WITH NFPA-13 REQUIREMENTS AND ALL APPLICABLE ANGLE TUNS IN ORDER TO ENTER THE MAIN DRAIN OR STACK. �..., K, K, CODES AS NOTED IN THE "APPLICABLE CODES"SECTION BELOW. THE WORKING DRAWINGS PROVIDED BY THE CHROME PLATED BRASS LOOSE KEY STOP WITH FULL TURN BRASS 0 LICENSED FIRE PROTECTION CONTRACTOR SHALL INCLUDE ALL HYDRAULIC CALCULATIONS AND STANDARD STEM, WALL ESCUTCHEON, 1/2" INLET do 3/B" OUTLET; BRASSC SUSPENDED SEWER 2.) ALL PL.UM�PKT FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12" � � � 0 a PRODUCT INFORMATION THE WORKING DRAWINGS SHALL ALSO PROVIDE DETAILS ON THE LOCATION OF RISERS #SCR1 SC RIGID CHROME PLATED COPPER TOILET RISER TUBE W/ VENT PIPING FROM ANY VERTICAL SURFACE AND 12-o HORIZONTALLY FROM ANY OUTSIDE FRESH AIR INTAKE OR A MINIMUM OF 24" ABOVE CROSS MAINS, BRANCH LINES, SPRINKLER HEADS, PIPE SIZES AND HANGER LOCATIONS. THESE DRAWINGS AND GASKET NOSEPIECE; BRASSCRAFT #1-12DL C -� F.-- UNION FRESH AIR IN TAKES IF THE 12'-Om HORIZONTAL CATION IS NOT DOCUMENTS SHALL SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION OF THE FIRE PROTECi10N SYSTEM. I L-1 ADA, 20 x 18 INCH, WALL-HUNG, VITREOUS CHINA LAVATORY WITH PIPE CAPPED POSSIBLE. ] '4, - 0 00 tin THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE THE SYSTEM INSTALLATION WITH ALL OTHER TRADES. THE 4" HIGH BACK, DRILLINGS ON 4" CENTERS, OVERFLOW, SOAP 3•) INSTALL FULL-PORT SHUT-OFF VALVES ON ALL HOT & COLD WATER FIRE PROTECTION CONTRACTOR MUST TAKE ALL PROFESSIONAL AND LEGAL RESPONSIBILITY FOR THE FIRE PIPE CONTINUATION DEPRESSION AND WALL HANGER; MANSFIELD 'GRAND ISLE" SUPPLY LINES TO ALL FIXTURE OR APPLIANCE GROUPS/AREAS. ALL c110 PROTECTION DOCUMENTS, DRAWINGS AND SYSTEM INSTALLATION THE WORKING DRAWINGS AND ALL RELATED #2018HBNS-4 { ' • PIPE DROP VALVES SHALL. BE FULL UNE SIZED FOR THE BRANCH THEY SERVE. �'' .,4 DOCUMENTS SHALL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR TO THE ENGINEER OF RECORD FOR CHROME PLATED CAST BRASS LAVATORY FAUCET WITH 4' CTRS, -� PIPE UP/RISER LOCATE VALVES IN AN ACCE�BLE AREA OR PROVIDE ACCESS U 0 REVIEW. THE ENGINEER OF RECORD SHALL REVIEW THE WORKING DRAWINGS TO VERIFY THE FIRE SPRINKLER / (ELBOW) PANEL IN UNACCESSIBLE CEILING/WALL AREAS. ALL NEWLY INSTALLED SYSTEM DESIGN MEETS THE INTENT OF THE ORIGINAL DESIGN. THE FIRE PROTECTION CONTRACTOR SHALL SUBMIT SINGLE ADA COMPLIANT HANDLE, CERAMIC CARTRIDGE,TEMPERATURE BRASS SHUT-OFF VALVES FOR POTABLE WATER SHALL COMPLY WITH PLUMBING SPECIFICATIONS a 0 THE REVIEWED SHOP DRAWINGS TO THE BUILDING DEPARTMENT AND/OR FIRE MARSHAL FOR RECORD. IF THE TEMPERATURE OMIT STOP AND NON-SPLASH VANDAL RESISTANT 1417 (a) 1 OF THE 2014 SWDA. .d O WORKING DRAWINGS ARE REQUIRED TO BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, THE SPRAY OUTLET. MOEN COMMERCIAL #8430 SERIES PIPE UP ER 4 °' _ ) 4.) PROVIDE 18" (MINIMUM) LONG AIR CHAMBERS ON ALL WATER SUPPLY THE PLUMBING SYSTEM SHALL BE INSTALLED IN CE WITH CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD TO OBTAIN A SYSTEM DESIGN FEE AND INCLUDE THE FURNISH (2) CHROME PLATED BRASS LOOSE KEY STOPS WITH FULL � 12 ESTIMATED FEE FOR SAID DOCUMENTS IN HIS CONSTRUCTION BID OR THE SUCCESSFUL FIRE PROTECTION TURN BRASS STEM, WALL ESCUTCHEON, 1/2" INLET dt 3/S" 0 •• PIPE DROP ('TEE) LINES TO FIXTURES AND EQUIPMENT. PROVIDE WATER HAMMER THE FLORIDA BUILDING CODE 2014 AND ALL LOCAL PLUMBING CODES, � u 4 ARRESTORS AT ALL FIXTURES WITH QUICK-CLOSING VALVES/FAUCETS. AMMENDMENTS & ORDINANCES CONTRACTOR SHALL. UTILIZE AN ENGINEER OF HIS CHOICE AND SHALL SEND NOTIFICATION, VIA C13MFlED BRASSCRAFT #SCR1 BC. RIGID CHROME PLATED COPPER FAUCET CO CLEANOUT PLUG (SIOUX CHIEF #875-2P/877/875) 5) PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL Cq N LETTER, INFORMING OUR OFFICE OF A CHANGE TO THE "ENGINEER OF RECORD', IN ACCORDANCE WITH FAC RISER TUBE W/ INSERT; BRASSCRAFT #1-1?A C N F- WCO WALL CLEANOUT PLUG SIOUX CHIEF #870/873/877/875) AIR GAP SHALL. BE 2 TIMES THE DIAMETER OF THE INDIRECT DRAIN. PLANS & SPECIFICATIONS TO DETERMINE THE EXACT SCOPE OF WORK. a, 0 51615-27.001. ASSE 1070 CERTIFIED, UNDER COUNTER THERMOSTATIC MIXING VAL WITH ( ALL EXISTING SITE CONDITIONS SHALL BE FIELD VERIFIED BY THE z �wki ER CONTRACTOR PROVIDE DRY PIPE SYSTEM FOR SECOND FLOOR SPACE. SOLID BRASS BODY, STAINLESS STEEL INTERNAL COMPONENTS S VER, ® FCO BOOR CLEANOUT (SIOUX CHIEF 0834) 5.) PROVIDE DI-ELECTRIC UNIONS, COUPLINGS, ADAPTORS OR FLANGES PLUMBING CONTRACTOR AS REQUIRED PRIOR TO PLUMBING BID. 1/2" FNPT CONNECTIONS, INTEGRAL CHECKS AND VANDAL RESIST AT ALL TRAPaIIONS OF FERROUS PIPING TO NON-FERROUS PIPING. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CONSULTANTS: Q LOOKING NUT; MOEN COMMERCIAL #104451 ® YC:O YARD CLEANOUT (SIOUX CHIEF #851) L_ WHITE, ADA-COMPLIANT, ANTIMICROBIAL., 1/8* THICK MOLDED VINYL NDERSINK 7.) PROVIDE NON-R /INTEGRAL VACUUM BREAKER(O 7'-5" A.F.F.) � � RECOGNIZE REQUIRED PLUMBING WORK AT HIS OWN SAFETY COVERS WITH BUILT-IN FASTENERS, OFFSET TAILPIECE C (2) ANGLE e FD-1 FLOOR DRAIN (FINISHED FLR AREA) (SIOUX CHIEF #832 OR 833) ON ALL NEW/EXIST. MOP BASIN FAUCETS & ALL OTHER NEW/E)=NG STRUCTURAL: OPERATION: ' PLUMBING CONTRACTOR SHALL MAKE ALL REQUIRED CONNECTIONS McVEIGH AND MANGUM ENGINEERING W THE FIRE SPRINKLER HEAD SHALL CONTAIN A GLASS BULB FILLED WITH FLUID THAT EXPANDS WHEN EXPOSED STOP COVERS dt (2) SUPPLY COVERS; TRUEBRO 'LAV GUARD 2" #103-E-Z a FD-2 FLOOR DRAIN NON-FINISHED FLR AREA SIOUX CHIEF 854 THREADED HOSE OUTLETS' HOSE MOBS AND WALL HYDRANTS. ( ) ( # ) AS INDICATED ON THE PLUMBING DRAWINGS. 9133 R.G.Skinner Parkway Florida 32256 o TO HEAT. WHEN THE RATED TEMPERATURE IS REACHED, THE FLUID EXPANDS SUFFICIENTLY TO SHATTER THE FURNISH 1-1/20 CHROME PLATED TUBULAR BRASS P-TRAP ASSEM LY WITH 8.) COORDINATE ROUTING OF ALL PIPING SYSTEMS TO AVOID , Tel.No.904.483.5200 U GLASS BULB, WHICH THEN ALLOWS THE SPRINKLER TO ACTIVATE AND FLOW WATER. THE FLOW SWITCH ON WALL ESCUTCHEON AND EXTENSION TUBE MFG'D BY DEARBORN B ® FS-1 FLOOR SINK (SIOUX CHIEF #851 W/ NICKEL BRONZE 1/2 GRATE) ELECTRICAL CONDUIT, BEAMS AND OTHER STUCTURAL MEMBERS. CONTRACTORSMALL. CLEAN AND REMOVE ALL UNUSED MATERIAL z SYSTEM RISER SENSES THE FLOW OF WATER SENDING A SIGNAL TO THE FIRE ALARM CONTROL PANEL WHICH AND CONSTRUCTION SIS FROM JOB SITE AND CLEAN ALL _ TRIGGERS THE GENERAL AND INITIATES THE NOTIFlCATIoN PROCESS. UR-1 WALL-HUNG, VITREOUS CHINA, 1.0 GPF SIPHON JET FLUSH ACT10N Da GI/ GATE VALVE (NIBCO OR EQUAL) 9.) PROVIDE APPROVED BACKFLOW PREVENTION DEVICE ON ALL WATER PLUMBING FIXTURE'S, EQUIPMENT AND FLOOR DRAINS. LANDSCAPE AND HOROSCOPE L. AL URINAL WITH INTEGRAL SIDE SHIELDS, WALL HANGERS, 3/4" TOP SUPPLY LINES TO SODA DISPENSERS COFFEE MAKERS, CAPPUCCINO ALL PLUMBING WORK SHALL BE SUBJECT TO OWNERS ACCEPTANCE AND EUTHENICS STUDIO RP-1 IN-LINE RECIRCULATING PUMP (MFC9R'D BY TACO) P.O.Box 330351,Atlantic Beach,Florida 32233 SUPPORT AND STRUCTU " MAKERS, CARBONATORS, ICE MACHINES, HUMIDIFIERS, BOILER MAKE-UP Tel.No.904.246.6219 � SPUD INLET, INTEGRAL TRAP, 2 I.P.S. OUTLET AND FLUSHING RIM APPROVAL UNDER THIS CONTRACT. ALL PLUMBING SYSTEMS SHALL. BE O A. PIPING STRUCTURAL. SUPPORT SHALL. BE IN ACCORDANCE WITH NFPA 13 CH. S "HANGING, BRACING, AND w AND SANIITIZING CHEMICAL FEED CONNECTIONS. PER LOCAL CODE w MANSFIELD CASCADE" #410 INSTALLED IN A PROFESSIONAL MANNER. ALL PLUMBING SYSTEMS SHALL X RESTRAINT OF SYSTEM PIPING7. ADA COMPLIANT EXPOSED DIAPHRAGM TYPE CHROME PLATED 0.5 F N BAIL VALVE (NIBCO OR EQUAL) REQUIREMENTS & EQUIP./FIXTURE MFRS REQUIREMENTS. LOCATE IN AN BE TESTED, CLEANED AND ADJUSTED PER CODE AND AS REQUIRED MECHANICAL ELECTRICAL PLUMBING B. IT IS NOT ANTICIPATED THAT ANY ENGINEERED STRUCTURAL OPENINGS OR SUPPORTS ARE REQUIRED TO ACCESSIBLE AREA. COORDINATE ALL MAKE-UP/HUMIDIFIER CONNECTIONS W/ TRUSTED ENGINEERING LOW CONSUMPTION FLUSHOMETER VALVE WITH DUAL. FILTERED UPON COMPLETION OF WORK. COORDINATE THE INSTALLATION OF ALL � FACILITATE THE � DESCRIBED IN THESE DOCUMENTS. SHOULD THE FlNAI. SYSTEM LAYOUT DOCUMENTS HWR BALANCING TRIM CONSISTS OF: MECHANICAL CONTRACTOR. 1514 Roberts Drive, Jacksonville Beach,Florida 32250 REQUIRE ANY ENGINEERED OPENINGS OR SUPPORTS, THEY SHALL BE COORDINATED THROUGH A LICENSED DIAPHRAGM KIT, ADA COMPLIANT OSCILLATING HANDLE WITH TRIPLE ® PLUMBING SYSTEMS WITH OTHER TRADES TO MAINTAIN PROPER N SEAL PACKING, PRESSURE VACUUM BREAKER, 3 4" TOP SPUD, WT Bd CS CV BV 10.) PROVIDE VALVE STEM EXTENSIONS AS REQUIRED FOR ALL INSULATED CLEARANCES AND UTI DATE PIPING TO COMMON PIPE Tel.No.904.342.1075 a STRUCTURAL ENGINEER AS REQUIRED. INTEGRAL SCREWDRIVER STOP WITH VANDAL RESISTANT CAP AND CIRCUIT SETTER (VIRGO #1710) WATER SUPPLY PIPING. SYSTEMS, ETC• c.A.#27936 W u 2 ESCUTCHEON; MANSFIELD CS #FM-U5 11.) PROVIDE GROUTING/CAULKING WHERE FIXTURES MEET WALLS, FLOORS, �;� INSULATION w BUILDER/CONSTRUCTOR: sTR STRAINER (AURIC OR EQUAL) 1/2 THICK FIBER GLASS FCX2 ALL COLD WATER SUPPLY PIPING 1-1/20 } COUNTRTOPS, ETC. w w RPC GENERAL CONTRACTORS INCORPORATED a INTERIOR AND YARD FIRE PROTECTION COMPONENTS QUALITY AND PERFORMANCE SPECIFICATIONS SHALL MB-1 DW. OR LESS. 1 THICK FIBER GLASS ALL CW PIPING 2 AND LARGER. 20'X16"X12" STAINLESS STEEL MOP BASIN BY REGENCY & T&S CV CHECK VALVE NIBCO OR EQUAL 248 Levy Road,Atlantic Beach,Florida 32233 �>- CONFORM WITH; BRASS #B-0674-CR-BSTR WALL-MOUNTED FAUCET WITH WALL ( ) 12.) PROVIDE ADA-COMPLIANT' FLUSH VALVE HANDLES/TRIP LEVERS THAT PROVIDE PROPER MOLDED FITTINGS, ao JACKETS, VAPOR BARRIER �! TAPE Tel.No.904.241.4416 A. NEPA 13 CH. 5 COMPONENTS AND HARDWARE, AND w _ ACTIVATE W/ 5 FOOT POUNDS OF PRESSURE OR LESS FORCE. LOCATE ALL ALL JOINTS. INSULATE ALL ROOF DRAIN BODYS AND ALL HORIZONTAL STORM BRACE, PAIL HOOK, THREADED HOSE SPOUT, INTEGRAL STOPS, 8 Xf.-A �ID4 (WATTS #L.F905-AG S) o B. NFPA 13 CH. 10 UNDERGROUND PIPING WATER CLOSET FLUSH VALVE HANDLES/T'RIP LEVERS CSI WIDE SIDE OF PIPING BACK TO DOWNSPOUT. PIPE COVERING TO BE SHALL BE 3 1/2 LB. EQUIPMENT CTRSAND VACUUM BREAKER ALL SUPPLIED BY KITCHEN SUPPLIER AND PLUMBING CONTRACTOR SHALL INSTALL -+ HB-1 HOSE BIM W/ BFP (PRIER #C-534) STALLS. DENSITY 1-1/2" THICK FIBER GLASS W/MOLDED FITTINGS, BUTT JOINTS o: O EQUIBI� DUAL CHECK BACKFLOW PREVENTERS BARRIER. o MATERIALS: AND MAKE ALL FINAL CONNECTIONS. - USE WATTS #7 FOR ICE & COFFEE MAKERS 13.) ROUTE CIRCULATING HOT WATER DISTRIBUTION VILLINS WITHIN 25 FEET z PIPING 2" DIAMETER AND LARGER SHALL BE SC HEDULE 10 STEEL PIPING 1-1/2" AND SMALLER SHALL BE WH-1 FLOOR MOUNTED ELECTRIC WATER HEATER WITH 80 GALLON STORAGE - USE WATTS BD FOR TORS/5001 DISP. (MINIMUM) OF EACH FIXTURE. PROVIDE CIRCUIT SETTER BALANCING/ ALL PLUMBING EQUIPMENT START-UPS SHALL BE INCLUDED UNDER a SCHEDULE 40 STEEL. ALL SPRINKLER SYSTEM PIPING EXPOSED TO WEATHER SHALL BE SCHEDULE 40 CAPACITY, 24OV, 1 PH, I OKW, RECOVERY RATE OF 52 GPH O 40 F (S.S. W/ ATMOSPHERIC PORT) COMPENSATING FLOW CONTROL VALVES FOR BALANCING CONTROL PLUMBING CONTRACT TO ENSURE PROPER OPERATION. REVISION: DATE z GALVANIZED STEEL THIS PIPING SHALL CONFORM TO ONE OF THE FOLLOWING SPECIFICATIONS ASTM A 795, RISE, TEMPERATURE AND PRESSURE RELIEF VALVE, ANODE ROD, D TP-1 TRAP PRIMER VALVE (SIOUX CHIEF #05-01) IN ACCESSIBLE LOCATIONS (PROVIDE ACCESS PANEL AS REQUIRED). ALL WATER PIPING SHALL BE TESTED WITH WATER UNDER PRESSURE o ANSI/ASTM A 53, ANSI/ASME 835.10M. DRAIN VALVE, VACUUM RELIEF VALVE, SAFELY DRAIN PAN, MOUNTING INSULATE ALL RE-CIRCULATION PIPING PER ENERGY NOTE #2. � � NEW CONNECT TO EXISTING OF 100 PSI FOR 10 MINUTES, AND MADE T1GFIT AT THIS PRESSURE. MECHANICAL REVISION 06/01/16 a SHELF AND BRACKETS, PORCELAIN ENAMEL OR GLASS LINED TANK, 14.) ALL EXPOSED WASTE PIPING LOCATED IN TOILET ROOMS SHALL BE SCREW-IN TYPE ELEMENT(S), SURFACE MOUNTED THERMOSTAT AND SAN INDICATES SANITARY SEWER ALL SOIL, WASTE AND VENT PIPING SHALL BE SUBJECTED TO A APPLICABLE CODES: 150 PSI WORKING PRESSURE RATING. LOCHINVAR ETT080MD CHROME PLATED BRASS WITH MATCHING STOPS AND ESCUTHEONS. HYDROSTATIC TEST OF NOT LESS THAN 10 FEET OF WATER COLUMN A. THE FLORIDA BUILDING CODE (2014, 5TH ED) DRAWN-STEEL THERMAL EXPANSION TANK WITH B DIAPHRAGM, ST INDICATES STORM SEWER PROVIDE LOOSE KEY TYPE STOPS IN ALL PUBLIC AREAS OR WHERE FOR 15 MINUTES BEFORE INSPECTION STARTS AND PROVEN TIGHT. o B FLORIDA FIRE PREVENTION CODE, 57H EDITION AIR CHANGING VALVE, POLYMER LINING AND 10 GALLON CAPACITY. VANDAL RESISTANT INSTALLATIONS ARE REQUIRED. ALL RISER TUBES v (EX) INDICATES EXISTING ALL DOMESTIC WATER SUPPLY PIPING SHALL BE CHLORINATED FOR W C. NEPA 1 UNIFORM FIRE CODE (2012) FLORIDA SPECIFIC STATE (EX) #ETC-10X SHAt1. BE RIGID CHROME PLAT® COPPER. A 24 HR PERKO AND THEN FLUSHED PRIOR TO TURNING (n D. NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2010) AC ABOVE CEILING 15.) PROTIDE INSULATED PIPE COMERS ON P-TRAPS, ANGLE SYSTEM OVER TO BUILDING OWNER. E. NFPA 25 STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER-BASED FIRE PROTECTION RP-1 ALL BRONZE, IN-UNE RECIRCULATION PUMP WITH 115V, 1 , 60 U/ UNDERGROUND VENT STOPS, OFFSET TAILPIECES, RISER SUPPLY TUBES, ETC. FOR ALL ADA W SYSTEMS (2011) HZ, 1/12-HP NON-OVERLOADING MOTOR AND 3/4-INCH INDICATES GREASE WASTE SEWER ACCESSIBLE FIXTURES. PIPING MATERIALS F. NFPA 101 LIFE SAFETY CODE (2012) FLORIDA SPECIFIC CONNECTIONS. TACO SERIES 110 GW ALL BELOW GROUND WASTE O VENT PIPING SHALL BE SCHEDULE 40 PMC 0 G. LOCAL. FIRE PREVENTION REQUIREMENTS 15. PROVIDE A.S.S.E. 1070 APPROVED THERMOSTATIC MIXING VALVE TO PIPE AND FITTINGS. ALL BELOW GROUND WATER PIPING SHALL BE TYPE "K" O SUPPLY 110 DEGREE (MAX) HOT WATER AT TIME OF INSTALL,/INSPECTION COPPER PIPE & FITTINGS PIPE & FITTINGS. ALL ABOVE GROUND WATER PLUMBING ENERGY NOTES TO ALL PUBLIC & ADA ABLE LAVs/1HAN D SINKS. PROVIDE 110 SUPPLY PIPING SHALL BE TYPE "L" COPPER PIPE AND FITTINGS OR CPVC: a ACCEPTANCE TEST CRITERIA: PIPE AND FITTINGS. ALL ABOVE GROUND VENT PIPING SHALL BE SCHEDULE THE SYSTEM TESTING AND ACCEPTANCE SHALL BE IN WITH THE APPLICABLE SECTIONS OF THE 1.) PROVIDE HEAT TRAPS ON COLD WATER SUPPLY TO WATER HEATERS DEGREE (MAX) HOT WATER TO ALL PUBLIC & ADA SHOWERS. PROVIDE 40 PVC: PIPE St FITTINGS. Cn FOLLOWING CODES AS WELL AS THE REQUIREMENTS OF LOCAL ORDINANCES AND THE AUTHORITY HAVING 140 DEGREE HW TO ALL FIXTURES USED FOR SANITIZING/CLEANING. � JURISDICTION. (HEAT TRAP NIPPLE, U-FLEX CONNECTOR Jt FABRICATED RETURN BEND). 0 2.) PROVIDE AUTOMATIC TIME SWITCHES TO TURN HOT WATER RECIRCULATION 17.) PROVIDE A VACUUM RELIEF VALVE ON ALL ELEVATED CXt BOTTOM A (1) YEAR SERVICE CONTRACT FROM DATE OF ACCEPTANCE/COMPLETION A. NFPA-13 CH. 10 UNDERGROUND PIPING TESTING AND ACCEPTANCE OF WORK ON ALL PLUMBING EQUIPMENT INSTALLED SHALL BE INCLUDED B. NEPA-13 CH. 1!8 SYSTEMS ACCEPTANCE PUMPS OFF WHEN IT IS NOT IN USE. FOR AUTOMATIC-CIRCULATING HOT WATER FED WATER HEATERS IN ADDITION TO A TEMPERATURE & PRESSURE IN THIS C�ONTRAOT. ENGINEER'S SEAL _® SYSTEM, HWS AND HWR PIPING SHALL BE INSULATED WITH 1" OF INSULATION RELIEF VALVE. JASON LEE DYER f� HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 (BTU PER INCH/H x FT2 x F) PE67179 cn 18.) OUTLET TEMPERATURE ON ALL WATER HEATERS SHALL BE SET AT 3.) PROVIDE AUTOMATIC VENT OR FLUE DAMPERS FOR ALL FUEL FIRED 135 (MINIMUM) AND THERMOSTATICALLY MIXED DOWN AT POINTS W WATER HEATERS. INDICATED ON PLANS. U4.) ALL WATER HEATERS TO BE ENERGY EFFICIENT (STAND-BY HEAT 19.) ALL BACKFLOW PFO&NT10N DEVICES SHALL BE TESTED IN-UNE AND 0 m LOSS FUEL EFFICIENCY). APPROVED BY A CROSS-CONNECTION CONTROL DEVICE INSPECTOR W 5.) INSULATE AT LEAST THE FIRST 8'-0" OF PIPE ON NON-CIRCULATED BEFORE BEING PLACED INTO SERVICE. BACKFLOW PREVENTERS SHALL. COMMERCIAL WATER HEATERS. BE TESTED AND MAINTAINED AT LEAST ANNUALLY BY A CROSS-CONN. W CONTROL DEVICE INSPECTOR AND RECORDS TO VERIFY TESTING AND D MAINTENANCE SHALL BE AVAILABLE AT THE SITE OF THE INSTALLATION W OF THE DEVICE. BACKFLOW PREVENTERS SHALL NOT BE INSTALLED m MORE THAN 5'-0" ABOVE THE FLOOR. PROVIDE A PROTECTIVE } STRAINER UPSTREAM OF ALL BACKFLOW PREVENTERS UNLESS THE DEVICE CONTAINS A BUILT-IN STRAINER. ALL BFP'S SHALL BE INSTALLED BY A UCENS M PLUMBER. 20.) PROVIDE ROOF FLASHING ON ALL VENT STACKS PENETRATING (n MROUGH THE ROOF (EXCEPT RUBBER ROOFS). PROVIDE INCREASER CADD DWG. FILE NO. F FITTINGS. 0 21.) PLUMBING CONTRACTOR TO COORDINATE EXACT SIZE AND LOCATION FIXTURE UNIT C A L C U L A TI 0 N S OF EACH FLUE/VENT FOR EACH GAS-FIRED WATER HEATER. COORDINATE a WITH MECHANICAL CONTRACTOR AND VERIFY ADEQUATE CHASE/CHIMNEY °- SPACE WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. AS SHOWN z z FIXTURE TYPE QTY. CAS.F.U. H.W.S.F.U. T.H.1W.S.F.U. T.lW.S.F.U. TOTAL D.F.U. TOTAL 22.) FURNISH FIRE RATED PIPE SLEEVE OR FIRE CAULKING ON ALL PIPE CAD D USER ID: o PENETRATIONS THROUGH FIRE RATED WALLS/FLOORS. JH,JS,MB,JD WATER CLOSET (TANK TYPES 2 5 -- -- 5 10 4 8 _ -- ET(T 23.) ALL THERMAL EXPANSION TANKS SHALL BE PROPERLY SIZED FOR Zn LAVATORY 2 1.5 1.5 3 2 4 2 4 THE WATER HEATER IT SERVES AND CHARGED TO THE INLET PROJECT PHASE: PRESSURE OF THE COLD WATER SUPPLY TO THE WATER HEATER. PERMIT SET Mtn BASIN 1 2.5 2.5 2.5 3 3 3 3 THE THERMAL EXPANSION TANK SHALL ALSO BE SIZED IN ACCORDANCE WITH THE WATER HEATER INPUT AND THE BTIJ/H RATING OF THE PROJECT NUMBER r FLOOR DRAIN - (40) 1 -- -- -- -- -- 5 5 TEMPERATURE & PRESSURE RELIEF VALVE. CDA0008052016 J a FLOOR DRAIN - (20) 5 -- -- -- -- -- 3 20 24.) PROVIDE SIOUX CHIEF "PRIME PERFECT" TRAP PRIMERS FOR ALL FLOOR DRAINS NOT RECEIVING DISCHARGE ON A REGULAR BASIS FROM WATER Lj URINAL, 1 5 -- -- 5 5 3 3 SUPPLIED FIXTURES OR EQUIPMENT. NEW U BLENDER/DUMP SINK 1 1.5 1.5 1.5 2 2 2 2 CONSTRUCTION a HAND SINK 2 1.5 1.5 3 2 4 2 4 OA 3-COMP. SINK 1 3 3 3 4 4 4 4 0 z :$00 TOTAL$ 10 13 PETE'S TURN O v (W/0 ED'S REQ'D CONN. 3/4" HW 1" CW 4 SAN 0 ABCC Q 0 0 PLUMBING 0 N SYMBOLS & NOTES a O U Thoea materiels are a*yrightod and protected under $action 102 of Cho Ar>chitocturd %ft Copyright ProtectionPERMIT SET 04 05 16 Act of IM The copyright protections apply to to OW011 form of the sbuctwxes�, Cho arrangement and Pomol campoe1-9 m of spaoas, Cho materials and Mat^ and GIN other dwneats of Cho design. Llnau%wIzed usa of Dim materials eon Iwa h substantm criminal and del ti k ty: ----------------------- ----- - -- ------ ------/ I ` I INA INA 1 1 I p N 'd M I I O C) tn 00 O 00 E EV i r - - - - - - - -� � � ® SEATING AREA I ( Cd 200 ' I I O rn 00I 4jN � N UCd o o Cd �o � o PLUMBINODRA ING KEYNOTES NOTE: Ce a i I I SPRINKLER CONTRACTOR SHALL PROVIDE ( I I " ( " H � DRY PIPE SYSTEM FOR 2ND FLOOR AREA ( I I 10 4 VENT UP , CHASE TO 4 VENT THROUGH ROOF. CONCEAL BEHIND 00 N N ROOF RIDGE D OFFSET REQUIRED IN ORDER TO MAINTAIN 12`-0" MINIMUM CLUED E FROM ALL AIR IN—TAKES. 0 I I I I I U I I ( I I ( CONSULTANTS: O i? I - - - - - - - - - - - - - - - - - - � I I I McVEI HANDMANGUMENGINEERING 9133 R.G.Skinner Parkway Florida 32256 V i I // \\ I ( I Tel.No.904.483.5200 z I / \\ I ( I LANDSCAPE AND HARDSCAPE: — I EUTHENICS STUDIO - -I- -f- - - - - - - - - - - - - - - - - - - - - - - - � ( I P.O.Box 330351,Atlantic Beach,Florida 32233 Q: ' __ ( I Tel.No.904.246.6219 0 i it I 0- I I MECHANICAL ELECTRICAL PLUMBING 0 i I I TRUSTED ENGINEERING 1514 Roberts Drive, Jacksonville Beach,Florida 32250 N i S IRI i I ( Tel.No.904.342.1075 Q I 202 I - - - - - - - - - - - -- J C.A.#27936 W I BUILDER/CONSTRUCTOR: � � I z Q RPC GENERAL CONTRACTORSINCORPORATED I 248 Levy Road,Atlantic Beach,Florida 32233 ® i i Tel.No.904.241.4416 0 I I X j 0 Y Iii I -------------------- -----� --- ----------------------------------------------- --------------------------------------- Z Q REVISION: DATE Z 2 SECOND FLOOR PLUMBING PLAN MECHANICAL REVISION 06/01/16 0 P�.00 Scale: 1/4"= 1'-0" Q U Z M U N W F r' O N I O roro - + - Q rj 3 2 CL J I � "' 4!� �20 YCO KITCHEN/SERVING " " ' 0 2 2_1 12" BAR ENGINEER'S SEAL ® rELEC'f'T./HVAC/ST0 2� 3" " 2" JASON LEE DYER r7,f/) ' �" I FCO 107 PE67179 s 109 _ " — T I FS-1 -2 FD_—2 FC8' _ 2 2 U 2" _ _ " � o L —2 —— 2" —1 _1 3" 2" 2 O (71 " 2NIN 0- 1 ° " " " 4!% 4" FS-1 I I W Y 0 2 FCO D --- - - --------------- 2 © _ Q Y O I I 1 I I ------ CADD DWG. FILE NO. 14- 0 O \\`a SEATING AREA COVERED TERRACE 0. - = 100 rAS SHOWN O ` CADD USER ID: i I W PROJECT PHASE: W PERMIT SET PROJECT NUMBER CDA0008052016 J " " " " " " " Q _ o W 4 ORAGE °o M " LUMPING DRAINING KEYNOTES STNEW � 103 " � — -- � " H D 3 FD-1 , FD-1 1 4 UNDERGROUND PVC SANITARY SEINER. REFER TO SITE UTIL1 Y CONSTRUCTION r I o _ PLAN FOR CONTINUATION. ----------------------------------- --- O 2 a I - _------- 1 U2 4" UNDERGROUND PNC GREASE WASTE SEWER INER TO EXTERIOR GREASE STAIR SERVICE SIN = M E 1 OMEN I INTERCEPTOR INSTALLED PER LOCAL MUNICIPALITY REQUIREMENTS 0 1 \ 5 / \ 06 / (BY OTHERS). REFER TO SITE UTILITY PLANS FOR CONTINUATION/DETAILS. Z102 _ ------? , _ 2" UNDERGROUND DOMESTIC WATER SERVICE. REFER TO SITE UTILITY PETE'S TURN o N ER I O U i D RFOR BACKFLOW CONTINUATION TI REVEND AND OF WATER METER ABCC Q 104 4 FURNISH SIOUX CHIEF "PRIME PERFECT" TRAP PRIMER VALVE IN o ACCESSIBLE LOCATION (PROVIDE ACCESS PANEL AS REQ D) TO PLUMBING N FLOOR DRAIN (FD-2). 5 4" UNDERGROUND SPRINKLER WATER SERVICE. REFER TO SITE PLAN UNDERGROUND 1 UNDERGROUND PLUMBING PLAN o FOR CONTINUATION. PLANS U �OO Scale: 1/4"= 1'-0" Thew materials am copyrighted and protected mer Section 102 of the Architwtwd boric: Copyright ProtectionPi oo Act of 19K The copyright protections apply to the overd form of the strucbM the arrangement and • I of the materials and selectionslw, and ag other elements of the design. Unauthorized use of these materials can rnWt In substantial criminal and cM liabtity` i IND N V) N O N p O O 00 O 00 C� w O N N � OM g.J b 5 'J W W V CZO U O -• N O U 0 U Q [-i IT N N U 00 0 D Y Z O V CONSULTANTS: LLO STRUCTURAL: z w McVEIGH AND MANGUM ENGINEERING Z 9133 R.G.Skinner Parkway Florida 32256 O U Tel.No.904.483.5200 Z LANDSCAPE AND HARDSCAPE: EUTHENICS STUDIO P.O.Box 330351,Atlantic Beach,Florida 32233 Tel.No.904.246.6219 O 0- MECHANICAL ELECTRICAL PLUMBING TRUSTED ENGINEERING 1514 Roberts Drive, Jacksonville Beach,Florida 32250 N Tel.No.904.342.1075 z Q C.A.#27936 } BUILDER/CONSTRUCTOR: z RPC GENERAL CONTRACTORS INCORPORATED Q 248 Levy Road,Atlantic Beach,Florida 32233 m Tel.No.904.241.4416 110 r� O w z Q z REVISION: DATE MECHANICAL REVISION 06/01/16 U_ Z 0 O U W to 0_ W F— O m O Q J I V) _ KITCHEN/SERVING _ �SH�VK �I KO���QS E INE@ PLUMBING DRAWING KEYNOTES 4'1/ UP HB , 1O2" MAIN MATER SHUT—OFF VALVE LOCATED IN AN ACCESSIBLE AREA. " 1 I " I BAR — ENGINEER'S SEAL REFER TO SITE UTILITY PLAN FOR WATER METER AND RPZ BFP I I 1/2 I ®FS-1 B�' 107 JASON LEE DYER Cf) LOC�►TiON AND INFORMATION. 1 " I 1» 2" _ " 0 I 1 �/� ®� 1 �/� LENDER ST TION/O 0 2 FURNISH INDIRECT WASTE FROM COCKTAIL STATION TO FLOOR SINK TP-1 HB— 2" 1 I __ I— '__ __ DUMP SINK W � - U WITH PROPER AIR GAP. » I I o -- ,� �1– ---�,----�-----,�►�--- ------ 0 O FURNISH 1/20 COLD !MATER T ANGLE STOP WITH DUAL CHECK BACKFEli V LOW ® '� � � � 2 a PREVENTER FOR ICE MACHINE/WATER FILTER SYSTEM. ROUTE INDIRECT 1 1 »I » W TASTE FROM ICE BIN TO FLOOR SINK WITH PROPER AIR GAP. ELE T./HVAC/STO. SH ND 2P I �/� ®�+-COCKTAIL W " 109 I I FS ' ' ' STATION j O FURNISH 1 2 CIRI & HW IN HALF !MALL TO ANGLE STOPS WITH _ - ---------- RISER TUBES, ASSE 1070 THERMOSTATIC MIXING VALVE AND P—TRAP - - - - -------- CW --- Q W ASSEMBLY FOR HAND SINK. HAND SINK SHALL BE SUPPUED BY KITCHEN EQUIPMENT SUPPLIER AND PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS. i I 3 FURNISH 1a2" CIN! & HW IN FALL TO ANGLE STOPS WITH RISER TUB ASSE 1070 THERMOSTATIC MIXING VALVE AND P—TRAP Cn ASSEMBLY FOR HAND SINK. HAND SINK SHALL BE SUPPUED BY I KITCHEN EQUIPMENT SUPPUER AND PLUMBING CONTRACTOR SHALL I CADD DWG. FILE NO. o MAKE ALL FINAL CONNECTIONS. O FURNISH 1/2" CIN! & HW IN WALL TO ANGLE STOPS WITH ,;a SEATING AREA COVERS TERRACE Q RISER TUBES AND 2 CONTINUOUS WASTE FITTING PIPED INDIRECTLY a TO FLOOR SINK WITH PROPER AIR GAP. 3—COMP. SINK AND FAUCET I 100] F ( ASSHOWN z SHALL BE SUPPLIED BY KITCHEN EQUIPMENT SU"IPUER AND PLUMBING ii o CONTRACTOR SHALL. MAKE ALL FINAL CONNECTIONS. CADD USER ID: I ------ JH,Js,MB,JD W O FURNISH 1/2" CW & HW IN WALL TO ANGLE STOPS WITH �------- cn RISER TUBES. ASSE 1070 THERMOSTATIC MIXING VALVE AND P—TRAP PROJECT PHASE: ASSEMBLY FOR BLENDER/DUMP SINK. SINK SHALL BE SUPPUED BY I KITCHEN EQUIPMENT SUPPLIER AND PLUMBING CONTRACTOR SHALL I PERMIT SET MAKE ALL FINAL CONNECTIONS. I PROJECT NUMBER O 4" BUND FLANGE FOR SPRINKLER WATER SERVICE. SPRINKLER Q CONTRACTOR SHALL FURNISH REDUCED PRESSURE DETECTOR ASSEMBLY I 3/4" 3/4" cDA0008052016 BFP AND ALL DOWNSTREAM PIPING, VALVES, SPRINKLERS AND EQUIP. u G E 4 0... o -_ L—' NEW STORAGE I 3/4 103 I ,-— _1 -- 0 I - -- �------- 7—icCONSTRUCTION I I - MEN � I 2 - ----- I " ° = P_ 1 1 0 3/4 11N30 1 OMEN ZSTAIR —» -- —y-----�....,....r�.� 106 O 102 R UR-*t ; - PETE'S TURN ABCC a HB-1 4'1!—UP INIH=1 0 PLUMBING O N F— ABOVEGROUND r-1 PLUMBING ABOVEGROUND PLAN PLAN 0 QP2•00 Scale: 1/4"= 1'-0" These moteriais are copyrighted and protected under Section 102 of the Ardtitectural 1l ft Copyright Protection Act of ISM The copyright protoctians apply to the owwdl form of the *ucturea„ the amangaimit and P2000 composition oeas„ the ma of spaterials O d "Iectiom and d other elements of the "PUnauthori�ad uses of these materials can mAt In "tantial aiminal and M liablityr b t t W W M O 'd M .pb 00 (� 00 •O 00 4'UTR 4"VTR oN (D No E-4 O ROOF TRUSTED ENGINEERINGoCN Cd � 44 C) I 00 qql Cq ------------ ------ ----------------------- .............. -----------...... ----- --------------- ----------- .................................. ............. ..........................------------ . . ... ..................... ---------------- .....................................................---------------------.............- ------------................ .......................... --------------- ----------------------------------------------------------------------------------------..................................................................................... - -- -------------------- ~ C5 N 0 O� Li SECOND FLOOR I i a � a � I ,o o U °Q, a 1 4" 1 H v I ,I N N U I I 00 o I I � (3, Y U 1 ------�T---------I ------ ----- 3�--------------r� I I---- ---i--2V---� I CONSULTANTS: o I r-3" 3%-i3`1 I I 1 1 I _ z r————— J————r 207——J I —-P-T-_r 2V—--j29- T —1 r 27 —1 29- -1 I I 1 1 I McVEI H AND MANGUM ENGINEERING W N 1 I 1 1 2''1 2'`N 1 I I I 2`4 2 1 21 2"-I 2%-4 2 0 1 I I 9133 R.G.Skinner Parkway Florida 32256 Z I 1 1 HAND I I I I � � HAND I I SLENDER/ Tel.No.904.483.5200 I 1 1 1 1 Z 1 I I I I L-1 1 L-1 I 1 I I I SINK SINK I I DUMP SINK I I I I I I I I 1 I LANDSCAPE AND HARDSCAPE: r-2" �-2" V-2" �-2" �2» �.2" 1 UR-1 1 1 EUTHENICS STUDIO 1 I I I I P.O.Box 330351,Atlantic Beach,Florida 32233 2 2 I 2 2 2 I I 2 Tel.No.904.246.6219 O 0- 1 2» I I I I I I I 1 MECHANICAL ELECTRICAL PLUMBING O YCO 1 FD-1 1 WC-1 I FD-1 WCO I FD-1 I WRIC-I CO I FD-1 I MB-1 FCO 1 0 I _1 I _1 FCO 100 TRUSTED ENGINEERING � FIRST FLOOR 1514 Roberts Drive, Jacksonville Beach,Florida 32250 cn 1 4 4 2 2 2 2 FROM FD-2 49PMMER CIFROMC.A.#2793 342.1075 W I 4 --4-V- 4 4" 4" 4" 40--; 4" 40-," 4" 4" 2• BUILDER/CONSTRUCTOR: 4" z 42RPC GENERAL CONTRACTORS INCORPORATED 4 4 4 2 248 Levy Road,Atlantic Beach,Florida 32233 kAm} 4" 4" 4" 4" 4" " " " Tel.No.904.241.4416 �O O u- z" ELEVATOR SHAFTS"" SANITARY WASTE & VENT PIPING DIAGRAM Z NOT TO REVISION: DATE MECHANICAL REVISION 06/01/16 U_ Z U W SECOND FLOOR SECOND FLOOR V) O 1» 3/4.1 1 -�- - 1 1 3/4" 3/4" 3/4" 3/4. 3/4» Q RP-1 3/4» » Je0l3/4» 3/4» 3/4» /2» 3/4» /4. eo 3/4» � CK 0 o I HAND HAND 3—COMP. ICE BLENDER STATION/ j �_1 HB-1 I SAB-1 UR-1 UMC-1 L-1 WC-1 L-1 HB-1 TP-1 I SINK SINK I SINK MACHINE I DUMP SINK n I I n n I n n I n n n I n n I n I n 2" I I n n n n i i n n n I I n n ENGINEER'S SEAL m TANK I I I I TMV JASON LEE DYER K- TMV T � OFA TW BF P PE67179 O w 1 2" 1 2" 1" 1/2" "k-1/20 1/2%/ 1/2" 1/2" 1/2" HB-1 1 1/2" 1/2" 1/2* 1/2" 4/2 " o FIRST FLOOR " BUND FLANGE FOR INKLER FIRST FLOOR WATER SERVICE. SPRINK R W 2" SHALL SUPPLY REDl1� PRESSURE DETECTOR m 4» - ASSEMBLY AND ALL TED ��� ( , ; PIPING. VALVES. SPRINK ds EQUIPMENT. , W ® WATER SUPPLY PIPING DIAGRAM a NOT TO SCALE Y N CADD DWG. FILE NO. O F- M a rAS SHOWN O z CADD USER ID: 0 JH,JS,MB,JD W Cn PROJECT PHASE: eK PERMIT SET U PROJECT NUMBER J CDA0008052016 a uj NEW CONSTRUCTION U Q 2 U D z PETE'S TURN 0 ABCC Q 0 0 N PLUMBING RISERS O U these materiels are copytghted and pmtselml under Section 102 of ftAr>�hitecbral 1�brks Copyright �� PERMIT SET 04 05 16 Ad of ISM the copyright protections apply to the amall form of the strucbm the arrangement mWP3mOO campoeitbn of epoces the materials arW selections and all other elements of the design. Llnw%o lzed use of these materials can ruWt in uib"tJd criminal and dell lid ty<