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2393 Mayport Road 2013 REVISIONS LIST OF DRAWINGS: CS0.1 COVER SHEET CIVIL SURVEY CIVIL COVER SHEET . SHEET 1 GENERAL NOTES SHEET 2 DEMOLITION PLAN SHEET 3 GEOMETRY PLAN SHEET 4 PAVING,GRADING&DRAINAGE PLAN V SHEET 5 WATER&SEWER PLAN SHEET 6 PAVING&DRAINAGE DETAILS SHEET 7 WATER&SEWER DETAILS a • SHEET 8 EROSION CONTROL DETAILS 3 N -6� .� N M .� 0 a o TR-1 TREE PROTECTION AND REMOVAL PLAN 0 .` + + C, LS-1 LANDSCAPE PLAN o c VICINITYI�IAP: CD LS-2 LANDSCAPE DETAILS&NOTES �cl Co LS-3 PLANTING NOTES&DETAILS + = G CD ` . 1 OF 3 BRIDGE PLANS C C 2 OF 3 BRIDGE PLANS N n t�� 3 OF 3 BRIDGE PLANS a u 4 Cl ARCHITECTURAL 'R SII . . a Ll (u ,` , i. . ° .I„ ' ,�x:° ^� CA0.1 CODE ANALYSIS PLAN CIUL ENGINEER ARCHITECT: S TR UCT URAL ENGINEER L L+ il Ti ^ 'u A1.1 FIRST FLOOR PLAN AND FIRST FLOOR REFLECTED CEILNG PLAN ' + "H ups ii be Jeda`*tbia .. .. - "!q ., �- -:. NOELKER & HULL ASSOCIATES INC. ATLANTIC ENGINEERIN ER E 01.2 ROOF PLAN AND DETAILS US I - � � �,� � d GOODSONNEVIN&ASSOC, INC. G S VIC S i«. - sem' id mws� - 03.1 � = Y N � V 'f 10175 FORTUNE PARKWAY SUITE 403 30 WEST KING STREET 6501 ARLINGTON EXPRESSWAY BUILDING B DOOR,AND WIN AND FINISH SCHEDULES AND ELEVATIONS �N„ 1im SP1 II ^ Psraw�a „h ' i A3 2 u � �,! °k1rfM. ��S . ��tiIIY� Dmr� zm `�u``� 1 U do 111 JACKSONUILLE, FL 32256 Z a DOOR AND WINDOW DETAILS I , CHAMBERSBURG PA 17201 JACKSONVILLE FL 32211 � � I � �� N > > 04.1 EXTERIOR ELEVATIONS r „Im ' Iy' I � ta (PH) 904-519-7770 PH 717-263-8464 PH 904-743-4633 A4.2 BUILDING SECTIONS d f 1111 (FAX) 904-519-7776 �u d w. �S,N4 Wenimsdt t Yi�nA�r rig! ! F 717-263-6031 (FAX) 904-725-9295 A4.3 BUILDING SECTIONS c. rrrti�PMa ik ` v � 11 I f., � �� 05.1 WALL SECTIONS �!R :.. -{ '- _ ...� 1117 � I sr•" IIII INuv„" Ira STRUCTURAL S001 GENERAL NOTES OPUS �: MEP ENGINEER FIRE PROTECTION ENGINEER S002 COMPONENTS AND CLADDING SIMES & ROSCH ENGINEERING NEPTUNE FIRE PROTECTION ENG. LLC siol FOUNDATION AND FRAMING PLAN S201 SECTIONS a$uII u - 3020 HARTLEYROAD, SUITE 100 60 OCEAN BOULEVARD, SUITE 15 S202 SECTIONS M JACKSONVILLE FL 32257 ATLANTIC BEACH, FL 32233 S501 TYPICAL DETAILS N �' J I! d dTTP Ibi ,NNV n II V a n.: v , N yR� ° ,Iunl " r g (PH) 904-260-3031 (PH) 904-652-4200 s5o2 TYPICAL DETAILS M S503 TYPICAL DETAILS !� r r lam; y�� 1 Q � " (FAX) 904-269-9273 (FAX) 904-212-0868 I - i S r �`I�''�' "8'1" ^N y, MECHANICAL ~ J'kPi ��I I�I �. w ' u III n I I� mu " u u e III imu Ml.l MECHANICAL LEGEND&GENERAL NOTES Fr�> r r .. „II 'd al ° °^ , 'rlsllryllu� ymn„Ise '11 M1.2 MECHANICAL SCHEDULES V W V V ,* e 1 I: M2.1 FLOOR PLAN MECHANICAL „s w A a law I, el : f VIII J - .u.1m 4u .ate m ir 'm �. Iyilu NIMq n„ Ni Ak �T . I Iul�r �= M3.1 MECHANICAL DETAILS h+y H rPN,� a�`' I9�w I Z I 31 I y Aislfry uI - ti, r m VIII a nY Ici airl,u III �i �, PLUMBING �f' tom ' sa Ih" wI N 11 ��e a P1.1 PLUMBING SCHEDULE LEGEND&GENERAL NOTES V SANITARY PLAN,RISER&DETAILS P2.1 P2.2 WATER PLAN&DETAILS SHEET SYMBOLS: MATERIAL PATTERNS: - _ ,. ��s, � _ IIIb• rPl� . .IIII � w A SAMPLE FIRE PROTECTION a [0 ROOMNUMBER A-I DETAIL KEY EARTH ® STEEL FP1.1 NOTES AND SITE PLAN loo DOOR MARK W GRAVEL ROUGH WOOD OR BLOCKING FP1.2 FP HAZARD CLASSIFICATION I BUILDING SECTION KEYOR <� PARTITION TYPE A-I WALL SECTION KEY �' p CONCRETE ® CONTINUOUS WOOD BLOCKING [� TOILETACCESSORY A GROUT,MORTAL CEMENT FLWSHED WOOD ELECTRICAL i--1 GENERAL NOTES: I INTERIORANDEXTERIOR WINDOW DETAILING p CONCRETE BLOCK ® BATT INSULATION ELI ELECTRICAL LEGEND&GENERAL NOTES 04.1 ELEYATIONKEY I. ALL DIMEN51ON5 ARE TAKEN FROM THE FACE OF 5TUD5, AND FACE OF CMU UNLE55 m WNWW 77PE ® FACE BRICK ® ACOUSTICAL TILE E2.1 ELECTRICAL SITE PLAN NOTED OTHERWI5E. s-I STOREFRONT TYPE CONTROL OR WORK PONT E3.1 LIGHTING PLAN-MAINT BLDG 2. CONTRACTOR TO VERIFY ALL DIMEN51ON5 4 CONDITION5 AND REPORT ANY _ FACE STONE RIGIDINSULATION 015CREPANCIE5 TO ARCHITECT PRIOR TO THE BEGINNING OF GON5TRUCTION. 1 WINDOWGLAzrNc i REVISION PLYWOOD E4.1 POWER PLAN-MAINT BLDG �� APPLIANCE TYPE ® E5.1 ELECTRICAL SCHEDULES w 3. PRANIN65 ARE NOT TO BE 50ALED. 100 occuPANTCOUNT ® DEMOLITIONNOTE E6.1 POWER RISER DIAGRAM �� COLUMNBUBBLE O OCCUPANTLOAD E7.1 ELECTRICAL DETAILS E7.2 ELECTRICAL DETAILS • FALI FIRE ALARM PLAN-MAINT BLDG LIST OFABBREY7ATIONS. 4 AND GAB CABINET E EAST FTG FOOTING LAM LAMINATE PG P IN C z LUMB 6 CONTRACTOR 55 5TAINLE55 STEEL VENT VENTILATED L ANGLE GB CATCH BA51N EA EACH FURR FURRING LAV LAVATORY PR05T PRE-CAST 5TA STATION VERT VERTIGLE ® AT OCT CUBICLE CURTAIN TRACK EG ELECTRICAL CONTRACTOR FUT FUTURE LKR LOCKER PL PLATE 5TD STANDARD VEST VESTIBULE Lai REVISION DATE CENTERLINE GEM GEMENT ELEV ELEVATION LT LIGHT PLAST PLASTER 5TL STEEL V6Y"B VINYL COATED 6YP5UM BOARD 0 DIAMETER OR ROUND GI CAST IRON ELEG ELECTRICAL 6A GAUGE PLYWD PLYWOOD 5TRL STRUCTURAL # POUND OR NUMBER GJ CONTROL JOINT EMER EMERGENCY 6A GALVANIZED MAX MAXIMUM PR PAIR 5U5P SUSPENDED W WEST Lam.. Al2 AUG 2013 GL& GEILIN6 ENGL ENCLOSURE 6G 6ENERAL CONTRACTOR MG MECHANICAL CONTRACTOR PRT PRE55LRE TREATED SYM SYMMETRICAL W/ WITH AGOU5 ACOUSTICAL GLK& GAULKIN6 EQ EQUAL 6L &LA55 MED. GAB. MEDICINE CABINET FT POINT 5Y5 SYSTEM WG WATER OL05ET - AD AREA DRAIN CLO OL05ET EQUIP EQUIPMENT 6ND GROUND MEGH MECHANICAL WD WOOD ISSUE DATE II ADJ ADJUSTABLE GLR CLEAR E5 EXPOSED STRUCTURE 6R GRADE MEM$ MEMBRANE R RISER T TREAD W6 WIRED GLASS AFF ABOVE FIN15HED FLOOR GMU CONCRETE MASONRY UNIT ETR EXI5TIN6 TO REMAIN GYP 6YP5UM MTM METAL R 65 ROD 4 SHELF TOG TOP OF CURB W/0 WITHOUT 23 MAY 2013 ALUM ALUMINUM GNTR COUNTER EX EX15TINC MFC MANUFACTURE RAD RADIUS TEL TELEPHONE W5GT WAIN5COT x APPROX APPROXIMATE COL COLUMN EXP EXPAN51ON HB H05E BIB MH MANHOLE RD ROOF DRAIN TOF TOP OF FOOTING WT WEIGHT 0,.� �1 A55 ASBESTOS CONG CONCRETE EXT EXTERIOR HG HOLLOW GORE MIN MINIMUM RECPT RECEPTACLE T46 TONGUE 4 GROOVE WWF HELPED WIRE FABRIC ASP ASPHALT CONN CONNECTION EWG ELECTRIC WATER COOLER HDGP HANDICAP MIR MIRROR REF REFR16ERATOR THK THICK W ®~ DRAWING TITLE CON5TR CONSTRUCTION HDWD HARDWOOD MISG MISCELLANEOUS REINF REINFORCED TO TOP OF O E 2 BOG BOTTOM OF CURB CONT CONTINUOUS FD FLOOR DRAIN HM HOLLOW METAL MO MA50NRY OPENIN6 REQ REQUIRED TOW TOP OF WALL V A fl A BD BOARD CORR CORRIDOR FON FOUNDATION HOT HEIGHT MR M015TLRE RE515TANT RM ROOM TP TOP OF PAVEMENT W + ¢p COVER SHEET BOF BOTTOM OF FOOTING GY CUBIC YARD FE FIRE EXTINGUI5HER HOR HORIZONTAL MTD MOUNTED RO ROUGH OPENING TP& TEMPERED PLATE 6LA55 O?� BITUM BITUMINOUS FEG FIRE EXTINiSU15HER CABINET MUL MULLION TV TELEV15ION U � ;E BLD& BUILDING DBL DOUBLE FHG FIRE H05E CABINET ID IN51M DIAMETER 5 SOUTH TWF THRU WALL FLA5HIN6 E-+ m BILK BLOCK DF DRINKING FOUNTAIN FIN FINISH IHM INSULATED HOLLOW METAL N NORTH 50 SEALED CONCRETE TYP TYPICAL O @ 2 COMMISSIONNO. O BM BEAM DET DETAIL FL FLOOR IN5UL INSULATION NIG NOT IN CONTRACT 50HO 5GI EDULE w P4 04 <t BOT BOTTOM DIA DIAMETER FLOUR FLOURESGENT INT INTERIOR NO NUMBER SECT SECTION UG UNDERCUT Q 0 aw. 12154.02 BR6 BEARING DIM DIMENSION FO FACE OF INV INVERT NOM NOMINAL 5H SHELF UD UNIT DIMENSION " A m BRK BRICK P15F DISPENSER FR FIRE RATING ITP6 INSULATED TEMPERED PLATE 6LA% NT5 NOT TO SCALE 5HWR 5HOWER UNF UNFIN15HED 5 w A O B/W BETHEEN ON DOWN FR65 FIRE RATED 6LAZIN6 SYSTEM 5HT SHEET UON UNLESS OTHERN15E NOTED SHEET NUMBER WMA 14 A CE FAC LITY ' 4L AT I LLL17 LANDING 1 FLLLT LA ' Dl ' " G BLVD OR DOOR FRT FIRE RETARDANT TREATED JAN JANITOR OG ON CENTER SIM 51MILAR UR URINAL i� ATLA ' TIC BEACI I FL 32233 mom Falk 05 DOWN5POUT FT FOOT OR FEET JT JOINT OD OUTSIDE DIAMETER SPEC SPECIFICATIONS W DWG DRAWING OPNG OPENING 50 SQUARE a cso, l KIT KITCHEN OFF OFF051TE SR SHEET RUBBER COPYRIGHT 7013 NOELKER AND HULL ASSOCIATES,INC Q CODE ANALY515 SUMMARY PROIEGT: NEW MAINTENANCE FACILITY AT FLEET LANDING 1. N I FLEET LANDING BOULEVARDj ATLANTIC BEACH,FL 32233 i CITY OF ATLANTIC BEACH Q DUVAL COUNTY APPLICABLE CODE-5: AREA 2010 FLORIDA BUILDING CODE BUILDING I AREA (GROSS 50. FT) 2010 FLORIDA PLUMBING CODE 2010 FLORIDA FUEL 6A5 CODE CONDITIONED SPACE 2,7&0 s.f. �I I 2010 FLORIDA MECHANICAL CODE UNCONDITIONED SPACE 2008 NATIONAL ELECTRICAL CODE E VERD PORCH ■ 2010 FLORIDA FIRE PREVENTION CODE COVERED s.f. V 006 NFPA 101 CODE LIFE 5AFETY CODE (WITH FLORIDA MO TOTAL GROSS AREA 7,2&0 s.f. 2010 6UIDELINE-5 FOR THE DE51614 AND CON5TRUCTION CC) OF HEALTH CARE FACILITIE5 c Q ♦ a ^ ♦W .� o cN�c cu co) m V + + USE GROUP MATRIX: 0 . o $ f � a5 FBG 2010 NFPA 101 CDU) c: 19' MAINTENANCE BUILDING B (BU51NE55) BUSINESS OCCUPANCY + MIXED OCCUPANCIES 5-2 (LOW HAZARD STORAGE) STORAGE OCCUPANCY rn CONSTRUCTION TYPE MATRIX: = a N FBG 2010 NFPA 101N a� MAINTENANCE BUILDING V-B V (000) FULLY 5PRINKLERED (NFPA 13) FULLY 5PRINKLERED (NFPA 13) cu 12"Q L + DOOR WIDTH (FBG 1005.0 HE I C HT A�NALY5I 5: a) 2 6X .2 = 1.2" .. v ' (32" MIN. FBG 1008.1) FBG 2004 (36" PROVIDED) ALLOWABLE # OF STORIES /ALLOWABLE HEIGHT ATLANTIC, BEACH ALLOWABLE HEIGHT ACTUAL # OF 5TORIE5/ ACTUAL HEIGHT MAINTENANCE BUILDIN& 2 STORIES / 40'-0" 55'-O" 1 STORIES / 1-71-6 5/8" 5PRINK. 124 6 E I LD I NC AREA A�NAsL)'5I5 (NONSEPA�RA�TED USE5) MECHANIC'S TABULAR FRONTAGE 5PRINKLER ADJUSTED ALLOW. ACTUAL BLDG. AREA AREA ALLOWANCE ALLOWANCE ALLOWANCE PER FLOOR (LARGEST FLOOR) 123 MAINTENANCE BUILDING C1,000 s.f. NOT USED 18,000 s.f. 27,000 s.f. 7,0g0 5.f. 1 1 I RECEIVING/ APPLIANCE MAXIMUM ALLOWABLE AREA FOR STORAGE F.D. - SLOPE NON5EPARATED USES BASED ON FE � 125 �TO DRAIN P I RE RE515TAsNGE SCHEDULE "B" OCCUPANCY (MOST RESTRICTIVE) 1,060 sf FBG NFPA 101 REMARKS 1,416 sf M 300 = =4 2010 2006 cv _ N DOOR WIDTH (FBG 1005.1) 300 - 0 STRUCTURAL FRAME 0 HOUR O HOUR M I X .2 = 1.4" (32" MIN. FBG 1008.1) MACHINE/ EXTERIOR BEARING V4ALL5 0 HOUR O HOUR (5611 PROVIDED) REPAIR 5HOO HOUR EXTERIOR PiALL5 0 HOUR Fri x � U 93 INTERIOR BEARING WALLS 0 HOUR O HOUR COVERED PORCH U Fii 11! AGGE551BLE NON BEARING WALL5 0 HOUR 0 HOUR ENTRANCE OPEN o STORAGE FLOOR CONSTRUCTION 0 HOUR 0 HOUR 121 Zj ROOF CONSTRUCTION O HOUR O HOUR T ` Q �[ v I HOUR HOUR FIRE BARRIERS (shofts4stoirs) I HR OPN'G. I HIR OPN'G. REQUIRED FOR 3 STORIES OR LESS p ELEG. FIRE BARRIERS (incidental accessory or-c.) I HOUR I HOUR FBG TABLE 508.2.5 FE _ PANEL 3/4 HR OPN G. 3/4 HR OPN 5. ^ FIRE PARTITIONS (corridors) 0 HOUR O HOUR 5PRINKLERED BUILDING TELE BD. F.D. - SLOPE 2 119 TO DRAIN �I 502 5f _ ►--1 300 _ � Z PAINT EQUIP. 2qO sf = H 5TORA&E 100 HURRICANE u7 }" 5TORA6E 120 WALL R,4TIN6 KEY "A" OCCUPANCY WITH LE55 THAN WALL RATING LINETYPE 1 50 OCCUPANTS. CLA55IFY A5 "B" WOODWORKIN6 13 OCCUPANCY (FBG 303.1, EX. #1) n4� �. 0 HR SMOKE PARTITION OHSP FE PLAN 'A NT 5T STOR F — — — � � I/2 HR FIRE PARTITION I/2HFP rTl I ns ue s � � I IHR BEARING WALL IHBW 1rTl�i I HR FIRE PARTITION IHFP F+-i "A" OCCUPANCY WITH LE 55 THAN I HR FIRE BARRIER IHFB TDI �� 12 50 OGCUPANT5. CLASSIFY A5 "B" I HR SMOKE BARRIER IH55 1 1 WORK OCCUPANCY(FBG 303.1, EX. #I) I HR EXTERIOR WALL IHE:W 2 151 sf = I AREA 2 HR FIRE BARRIER 2HF5 1 uo 165 sf = II 2 HR FIRE WALL 2HFW I OFFICE n5 BREAK 3 HR FIRE WALL 3HFW CNF. ROO ROOD 108 I 127 113 ACCESSIBLE MEANS RECPT/LOBBY 111 112 OF EGRE55 loo F GP CORRIDOR REVISION DATE is 102 ACCE5515LE MEANS OCCUPANT LOAD KEY 12 AUG 2013 Q O OF EGRESS i ACCESSIBLE F RM. AREA ENTRANCE 2 AGCE551BLE WORK AREA ' ' I 1 1 I ISSUE DATE � � � � � � � � � � � ENTRANCE 100 sf = �RM. OCG. DOOR WIDTH (FBG 1005.1) 101 100 100 LOAD 12 X .2 = 2.4" I OFFICE OFFICE OFFICE oFFIGE OFFICE OFFICE DOOR WIDTH (FBG 1005.1) 23 MAY 2013 I � (32 MIN. FBG 1008.1) � _ _ 12 X .2 = 2.4 L PER IBCOCC. LOA (36" PROVIDED) n..n — — (32 MIN. FBG 1008.1) TABLE 1004.1.1 (36" PROVIDED) DRAWING TITLE CODE ANALYSIS PLAN 0 HR EXTERIOR WALL RATIN& 45% EXTERIOR WALL OPENING5 BA5ED ON SEPARATION ALLOWED (FBG TABLE 705.8), DISTANCE (FBG TABLE 602) 7% OPENIN&5 PROVIDED. PROPERTY LINE COMMISSIONNO. III `r - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12154.02 m 0 SHEET NUMBER o F I RST FLOOR EC RESS PLAN GAO.I „ _ CA0. 1 � SCALE: I/8 - I-0 COPYRIGHT 2013 NOE,KER AND HULL ASSOCIATES,INC. Ll GHTI NG LEGEND MATERIAL LEGEND GEILIN6 PLAN GENERAL NOTES: d FLOOR PLAN GENERAL NOTES: 2' x 4' LIGHT FIXTURE [� GYPSUM BOARD GEILIN6 –i Q I' x 4' LIGHT FIXTURE ® PLYWOOD GEILIN6 I. U.O.T. DENOTES UNDERSIDE OF TRU55. 2. PAINT STORAGE ROOM #IIS SHALL HAVE A I-HOUR RATED HORIZONTAL SHAFT GEILIN6 I. M.O. DENOTE5 MA50NRY OPENING FINISH U FINISH � • SURFACE MOUNTED L16HT A55EMBLY UL DE-516N #0415. SIDE OF SIDE OF O REGE55ED LIGGHJ TO GMU TOHT EXTERIOR EXTERIOR � 0 RECESSED LIGHT WITH EYEBALL TRIM 4 WALL-MOUNTED LIGHT EXTERIOR <1\\ EXTERIOR 2 1/2" GYP. BO. 8" NOM. SPLIT FACE CMU cj I" SPRAYED APPLIED IN5ULATION 8" NOM. SPLIT FACE CMU o C73 a , C C co SFJ .� O 0 cu ca32o UL o + O .o > o >` a o L V �/� co N U cq c + 2 co � rn N (D a U) Q' N n'$ i 2 B INTERIOR 3 INTERIOR 4 cu 0)(0 N A4.1 A4.34.. L + E � 5/8" PLYWOOD 5/8" PLYWOOD 51'-8" 18'-O° I" SPRAYED APPLIED INSULATION 2x4 WOOD 5TUD5 n� 8" NOM. SPLIT FACE CMU {..o :E C6 3'-O" q'-O" 3'-O" 12'-q" 8'-O" �'-4 " I 5/8" PLYWOOD Y N EQUIP;REFER TO M.O. M.O. EXHAU5T LOUVER M.O. ` 3 : EXHAUST LOUVER EQ m Q LTRI ECCAL DW65 ABOVE,REFER ABOVE,REFER - SAME AS TYPE 3 EXCEPT eME ITO TO MEP `r OMIT PLYWOOD AND SPRINK. _ _ �124� q, 2 2 125A 125 � of SPRAYED APPLIED 0O O UNDER51DE OF MECHANIC'S 124 CHEMICAL EXTEND WALL TO AREA MECHANICSTANK TRU55 ABOVE O O D o 0 0 DRILL r RECEIVING/ Q 122a PRE55 APPLIANCE REGEIVIN6 5TORA6E D BENCH 5A APPLIANCE a I—� 55 GRINDER 5TORA6E F.D. - SLOPE FE 125 �TO DRAIN o D 2 M M 5'-0" HIGH WELDER 2 WOOD P05T ON 2" INTERIOR 5 B INTERIOR b cV WALL H16H b"x8" PIER;TYP N M �MAGHINE/ - 11'-2 " II'-O " 22'-1" 0 1/2" GYP. BO. 5/8" PLYWOOD a 0 0 REPAIR � MAG,}f1�/ 2x4 WOOD STUDS 2x6 WOOD STUDS 0 A4.1 122 REPAIR o I/2" GYP. BD. 5/8" PLYWOOD SHOP 1M---��•-1 EXPOSED 5TRUGTURE =� 522 i Ji I SAME A5 TYPE 5 w/CAVITY 5AME A5 TYPE b w/CAVITY r 0 BATT INSUL. BATT INSUL. H o WATER GOO B SAME A5 TYPE 5 EXCEPT COVERED PORCH m C (BY OWNER) COVERED PORCH O4 5'-0" HIGH u W OPEN a EXPOSED STRUCTURE 5 NORA6E 2 OPEN �v _ h+y v 0 I 5T 120RA6E r O 521" 5�" z A4.2 0 0 Fr-11 0 0 121A 4'-4" ELEC.>4 10006066, :.... — — — PANEL o 0 120 114 FE hii • JAN. a9 F.D. - SLOPE – K) I `r 3 BAND 3 TO DRAIN INTERIOR 7 B INTERIOR b a : W.H. SAW y ABOVE 2" GYP BD 5/8" PLY 1/ ~ WOOD INT.EQU 2 2xb WOOD STUDS 2xb : T. . .. .. '. .. o p b PAINT EQUIP. 6 WOOD STUDS � Z HO HURiZIGAN1= 0 STORAGE STORAGE 2oA HURRICANE In GSAW O o I/2" GYP. BD. I/2" GYP. BD. 5TORA6E 12o DRILL SAME A5 TYPE w/CAVITY SAME A5 TYPE 8 w/CAVITY BATT IN5UL 10 6 PRE-55 BATT INSUL. PLAN . 114 – 07 :.. – w/ N GYP Qi : .. AINTSTOR r – – – - O PLAN 5-2 3'-0" – – – MAKER BD ON ROOM SIDE ONLY. WOODWORK N6 REFER TO GEIL 6 �... �n IQ A NT 5TH STOR. ICE MA . .TE M.O. o w - - - - - - .T : U,O. - .TOILET ...::. . All 15 F 116 Ilb 114 - . 0 TOILET 113A O ; 1 U.O.T. : U.O.T.: : : 109 O:.. ... ' .. . . I I.. I 0 O WORK O. U.O.T. .... 12 IOg I 13' 4" II'-4.. . TOILI=T U.O.T:. I I AREA _ r U.O:T. I TOILET I no = OGON6:.. OFFICE.. - – 6FRP WRAP IjFICE I O OBREAK ...BREAK..-- ..• .• 5 I :. ... s COC _ :.. ..: cs O Io 1v o 0 ROOM° B • .U:O:T 104 I 8 O ROOM ' REGP'T/•LOBBY � - _ � cn 113 Y F- :.... .: CORRIDOR . . -. RE 08 5 � A4.3 GPT/LOBBLi UoT r :. - loo 12� GP 112 _ VISIONDATE 0 pr. : .0.. O:. O ... O. .< O ..... .:.: :: :p p. . ...: 'o. O. .`. .. 0. : CORRIDOR TTIG ACCESS III = - INTERIOR q q INTERIOR 108 113 – loo Io2 –�< f 3__ 0 0 T 5 PANEL; ORDINATE - 102 �:. O : 1 0 0 Q – - - - - - – – – _ N I HOUR UL-U305 I HOUR UL-0305 Al2 AUG 2013 „ - _ I L i � AI2 5 5 5 GT'FEG , � 1 �� „ 126 A 9 /8 GYP. BD I I'-4" 1.. . 5 A :> - I I-4 I I-4 :' 0 105 lob 10'1 5/8 GYP BD E] : • WORK 8EA. . - I I-4 I I-4 I I-52 5/8" 6Y0 5/8"GYP 5 ISSUE DATE m P BD - .U. .0 .T.. :U.O.T.. D STUD D�STUD WORK AREA U:O.T::..: .:.: . -OFF .:.. OFFICE' -� O O B _ `QFFfGE iG �. OFFiGE .�OFFiGE� �� � � lol o _� q = OFFICE OFFICE Or"FIGE IG SAME PE q w/CAVITY 0 SAME A5 TYPE 10 w/ 23 MAY 2013 m BATT NS TY .... ... - , OFFICE OFFICE :. . - I SUL. CAVITY BATT INSUL. CV 105 106 107 126 - I I los s Io4 5 5 5 5 DRAWING TITLE OB FIRST FLOOR PLAN 3'-O" g,_4" 31-011 51_4„ 3'-O" 8'-4" 3'-O" 4'-102" AND FIRST FLOOR RCP M.O. Vf M.O.or M.O. M.O. M.O. M.O. 5'-2" 81'-O" `—r EXHAU5T LOUVER COMMISSION NO. A ABOVE;REFER TO MEP m 3 12154.02 A4.1 O (V SHEET NUMBER � 2 FIRST FLOOR REFLECTED CE I L I NO PLAN RST FLOOR PLAN AI.I SGAL.E: I/8" = I'-0" ALI Se-ALE: I/8" A1 * 1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. a rii 004 115 TOILET 4 -TA V-2" 7A •. '` \� �– TOILET o O 115 QI 109 / V 5 5 MECH. 5 IJAN 7A a co 12 ci) 3C III 112 �� 0 a x / I vL + + I< 0 15 L \ 6'-4" 0) rnco c � c ♦ S caro CD .0 rn 3 ENLAROED RE5TROOM PLAN5 �-2SCALE: 1/ ca 4" = 1'-0" s cn sa; PITCH - REFER cc TO ROOF PLAN cu TRU55 - REFER.TO nL + 5TRUCT. DW65. W U , APRON FLA5HIN6 - EXTEND g UNDER 5HIN6LE`.5 4 MIN. Y N (FINISH TO MATCH GUTTER) Q :E H CONTINUOUS CLEAT — �� — _ 05 z a cn I I TYP I I I I I I I 4:12 4:12 I ALUM. 6UTTERS AND HANGERS cn ALUM. GLAD FASCIA WALL BELOW;TYP I N WOOD RAFTER FRAMING IN N SHADED AREA - REMAINDER M SOFFIT I I I OF 5n;ZUCT VW-55 TRUSS; 0-4 4 GUTTER $ EA5G I A DETAIL �'' 4-4 AI2 SCALE: 5" = 1'-0" n UNCONDITIONED SPACE I H d U RIDGE 5HIN6LE I I 3 I I V V RIDGE VENT I I AI2 I I z II I W VENTED SOFFIT NON-VENTED SOFFIT z ROOF 5HEATHIN6 I ROOF TRU55 GUT SLOT IN ROOF. I I I ALUM GUTTER AND GOORD. WITH MFG. REQ. I 001-N5POUT;TYP � W � — VENTED SOFFIT W CONDITIONED SPACE - NON-VENTED SOFFIT W 3 TYP I GAL RIDGE VENT DETAIL 2 �' ►-� AI2 SCALE: I I/2' = I'-0' I AL2 I I � I D5 I I I 4:12 4:12 —� I RIDGE 5HIN&LE REVISION DATE i,4't Al2 AUG 2013 I I ' I � ISSUE DATE - - 23 MAY 2013 D5 DRAWING TITLE 4 ROOF PLAN I � A1.2 AND DETAILS ROOF SHEATHING ROOF TRussLn COMMISSION NO. 12154.02 li m O N SHEET NUMBER 0 2 TYP i GAL RIDGE GAP DETAIL ROOF PLAN A1 *2 AI-2 SCALE: 11/2' = 1'-0' �-2SCALE: 1/8' = 1'-0" COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. I V C/) ao a Q, }W .� .9cn cu N � o -(5o � M GLAZINO T�FE KEY - .:Q:.. rn TAG N0. DESCRIPTION �► HS Hl HS 0. ,d: V) c1714 INSULATED GLASS - LAMINATED IMPACT RATED Q 6-I + = m o cu 0c_ r t- 0- cm 1'-5" 5EE 5EE 5EE 58 57 a SCHEDULE SCHEDULE SCHEDULECID 2" �27' 2" 2" 2' 5EE 5EE 5EE 2" 2" 2 58 57 N 1 SCHEDULE SCHEDULE SCHEDULE FINISH FLOOR + L W � U L + + ® ® O O w co w w - 6-iLu tu EXT -VINYL EXT - VINYL =N n 0 24x24 i/ n 51NGLE HUNG 51NGLE HUNG O v m n 6-I IR v DOOR v v v Z Q 3 GRILLE b" `� `�' uu Lu Lukn o z - zLu uj w Lu Lu 2 WINDOW ELFT I ON5 SCALE: I/4' I'-0" FINISH FLOOR _ _ _ FINISH = FLOOR F-3 F-2 F-I a FRAME TYPES 4 DOOR TYPES A3.1 SCALE: 1/4" = 1'-0' A3.1 50ALE: 1/4" = 1'-0' M N FINISH SCHEDULE N M <---------- ( INSERT LEVEL INFORMATION HERE ) ----------> I I�� SPACE FLOOR WALLS GE I L I NG la # NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL MATERIAL MARKS FIRST FLOOR ROOM 1 DOOR DATA FRAME DATA 100 REGPT/LOBBY CPT/VP WD P P P P P CARPET TILE REMARKS 101 WORK AREA VP WD P P P P P CARPET TILE MARK TYPE SIZE MATL GLAZING RATING HARDWARE TYPE MATL HEAD JAMB SILL Z 100 G -O" x T-0" I 6-I SET#4 F-3 IHM HI JI 51 102 CORRIDOR VP WD P P P P P CARPET TILE I--1 101 NOT USED 103 OFFICE GPT WD P P P P P CARPET TILE Q 102 A 31.011 x 7-0 HM SET# 4 F-2 HM H2 J2 104 OFFICE GPT WD P P P P P CARPET TILE 103 B 3'-o .- x T-0" WD SET#3 F-I WD H3 J3 - G 105 OFFICE GPT WD P P P P P CARPET TILE E..� # WD H3 J3 PRE-HUNG 106 OFFICE GPT WD P P P P P CARPET TILE 104 B 3'O x -0 WD SET 3 F-I �J' 105 B 3-0 x 7-0 WD SET# 3 F-I WD H3 J3 PRE-HUNG 107 OFFICE GPT WD P P P P P CARPET TILE F...� rTl B 3'-0" x �'-0" WD SET#3 F-I WD H3 J3 PRE-HUNG 108 I G F. ROOM GPT WD P P P P P CARPET TILE 106 w 1+1 107 B 3'-0" x T-0" WD 5ET#3 F-1 WD H3 J3 PRE-HUNG 104 TOILET GT GT P P P P P 108 B 3'-0" x 7'-0" WD 5ET# 5 F-I WD H3 J3 PRE-HUNG 110 WORK AREA VCT RB P P P P P Z I04 B 3'-0" x T-0" WD SET# I F-I WD H3 J3 PRE-HUNG III CH. GONG P P P P P H V 110 B 3-0 x-71_011 WD 5ET# I F 1 WD H3 J3 PRE-HUNG 112 JAN. GPT WD IF P P P P CARPET TILE # ,13 per_ & 113 BREAK ROOM VGT RB P P P P Pj A III B 2 2'-b" x 7-0 WD 5ET b F-1 WD H3 112 B 3'-O" x -1'-0" WD SET# 2 F-I WD H3 J3 PRE-HUNG 114 WOODWORKING GONG 115 TOILET GT GT P P P P P r Q� 113 B 3'-0" X7'-O" WD SET#5 F-1 WD H3 J3 PRE-HUNG T a 115A A 3'-O" x 11_011HM 5ET#5 F-2 HM HI JI 51 Iib PLAN STOR. GONG P P P P P " 1�+�1 114 A 3'-0" x T-0" 117 PAINT EQUIP. 5TORA&E GONG z HM SET# 4 F-2 HM H2 J2 w 115 B 3'-0x .71-011 HM 5ET# I F-I HM H5 J5 115 PAINT STOR. GONG " w Iib A (2) 2'-6" x 7'-0" HM SET#b F-1 HM H4 J4 114 JAN. GONG 120 HURRICANE 5TORAGE GONG 117 E 51-811x 7'-O" HM SET# 4 F-2 HM H2 J2 IIS A 3'-0" .71-01.xHM 45 MIN 5ET#4 F-I HM H4 J4 121 OPEN STORAGE GONG EXP05ED 114 A 3'-O" x 7'-0" HM SET# 2 F-2 HM H2 J2 122 MACHINE /REPAIR SHOP GONG EXPOSED 120 A 51-511x 11.011HM 5ET# 4 F-2 HM H2 J2 123 MECHANIC'S AREA GONG EXPOSED 120A D 51-011x 10'-0" GALV 5TL GMU Hb J6 COILING DDDR 124 SPRINK. GONG EXPOSED 121 A 3'-O" x 7'-0" HM 5ET# 4 F-2 HM H2 J2 I REG IV / PPLIANGE STORAGE GONG 05ED REVISIONDATE 121A D 5'-O" x 10'-0" &ALV 5TL GMU Hb Jb COILING DOOR 126 OFFICE GPT WD P P P P P CARPET TILE 122 D b'-O" x 10'-0" &ALV 5TL GMU Hb Jb COILING DOOR QI 127 OFFICE GPT WD P P P P P CARPET TILE Q 12 AUG 2013 122A D 5'-0" x 10'-0" &ALV 5TL GMU Hb J6 COILING DOOR MATIONS _ ISSUE DATE 123 NOT USED AGB AG0105TICAL CEILING BOARD EP EPDXY PAINT PL PLASTIC LAMINATE VB VINYL BASE i 124 A 3'-0" x 7'-0" HM SET# 2 F-1 HM H4 J4 BR BUMPER RAIL FA FABRIC PT PAVER TILE VGT VINYL COMPOSITION TILE 23 MAY 2013 125 A 3'-0" x 7'-0" HM SET# 4 F HM H2 J2 GG CUBICLE CURTAIN FRP FIBER6LA55 REINFORCED PLASTIC QT QUARRY TILE VP VINYL PLANK 125A D -0" x 10'-0" 5TL GMU Hb Jib COILING DOOR C6 CORNER GUARD GL CLASS OTB QUARRY TILE BA5E VWC VINYL WALLCOVERIN6 DRAWING TITLE Q126 B 3'-0" x 7'-0" WD SET#3 F-I WD H3 J3 G GM CULTURED MARBLE HR HANDRAIL RB RUBBER BA5E VWGB VINYL WALLGOVERIN&BORDER DOOR,WINDOW,AND 127 B 3'-0" x 7-0" ' VVl7 5ET # 3 F-I WD H3 J3 PRE-HUNG GPT CARPET LF LOCKER FIN15H RFT RUBBER FLOOR TILE WD WOOD FINISH SCHEDULES OR CRASH RAIL MA MONOLITHIC ACRYLIC R5T RUBBER STAIR TREAD WOM WALK-0FF MAT AND ELEVATIONS ABBREVIATIONS NOTES AGW ALUMINUM GLAD WOOD MWF MOLDED WOOD FIBER I. MWF DOORS TO BE Nail' THICK, ALL OTHERS SHALL. BE I%" THICK U.O.N. GT CERAMIC TILE P PAINT 5V SHEET VINYL W5 WOOD STAIN COMMISSIONNO. ;` GTS CERAMIC TILE BASE PG POLYCHROMATIC COATING 55V SEAMLESS SHEET VINYL WF WOOD FLOOR G FW FLUSH WOOD TO TEMPERED 67LA55 2. DOOR PAINT TO MATCH ADJACENT WALL PAINT 12154.02 HM HOLLOW METAL TIG TEMPERED INSULATED GLA55 3. REFER TO SPECIFICATIONS FOR HARDWARE 5ET'_; GENERAL NOTES FINISH NOTES � 1 I m IHM INSULATED HOLLOW METAL WD WOOD 0 SHEET NUMBER N 0 3 IN15H SGHDULDOOR 5GHEDUL A3. 1 A3.1 SCALE: NOW 50ALE: NONE COPYRIGHT 7013 NOELKER AND HULL ASSOCIATES,INC d GENERAL NOTES: A - J I. REFER TO PARTITION TYPES ON SHEET ALI FOR ADDITIONAL INFORMATION ON WALL COMPONENTS. ` ` , 2. DOOR AND WINDOW FRAMES SHOWN ARE REPRESENTATIONAL AND MAY NOT REFLECT TRUE CONDITIONS. G.G. SHALL COORDINATE DETAILS WITH ACTUAL MATERIALS USED AT 4111— "'?� THE TIME OF CONSTRUCTION. 1 -REFER TO SHEET AI.I REFER TO SHEET AI.I FOR TYPE-5 FOR TYPES WALL WALL U C � to Q o cri SEALANT SEALANT ,2 o M .� f i ao � MANUFACTURED HINVONMANUFACTURED WINDOW O .O > + UNIT T_—UNIT CD p o � c(d VERIFY WALL VERIFY WALL + _ m THICKNE55 THICKNE55 CD rn HS 1 cc C N r REFER TO SHEET AI.I (D Qa •- FOR WALL TYPES SEALANT SEALANT U) Lm AL N �c , . E c4 X k q3 z � Q +_ + ►Lv xLu VtY - X - v z ~ x\ (m cri n LL I gN Zcn MANUFACTURED WINDOW Q UNIT REFER TO SHEET Al.I MANUFACTURED WINDOW FOR WALL TYPES UNIT MANUFACTURED WINDOW MANUFACTURED WINDOW UNIT UNIT SEALANT SEALANT M MTL FLASHING MTL FLA5HINGwx M N N M � w REFER TO SHEET AI.I REFER TO SHEET A1.11 FOR WALL TYPES FOR WALL TYPE5 ~ r^l U H U w �7 U VERIFY WALL U Q THICKNE55 58 57 1.4 REFER TO SHEET AI.I w w Q FOR WALL TYPESVERIFY WALL VERIFY WALL '�T4 THICKNE55 THICKNE55 VERIFY WALL �<. 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FRAME SCHEDULE FOR DOR SCHEDULE FOR DOR ° SCHEDULE FOR DOR SCHEDULE FOR DOR SCHEDULE FOR DOOR o TYPE TYPE TYPE REFER TO DOR VERIFY WALL TYPE VERIFY WALL TYPE 56HEOULE FOR DOOR TYPE THICKNESS THICKNESS FH& IH51 H4 H3 [H2] HI REVISION DATE REFER TO SHEET Al I Al2 AUG 2013 COILED DOOR TRACK FOR WALL TYPES i REFER TO SHEET AI.I REFER TO SHEET AI.I REFER TO SHEET AI.I FOR WALL TYPES FOR WALL TYPES FOR WALL TYPES SEALANT SEALANT -" -" ISSUE DATE N �, 23 MAY 2013 Lu REFER TO DOR -� L v z o o v SCHEDULE FOR DOOR Lu � z o K z o w > ::,.:.:;.:,.:.::.< ;.._. ..ti. . ...:, REFER TO DOOR — v Lu TYPE v v SCHEDULE FOR o '� v o 0 > w DRAWING TITLE VINYL WEATHER STRIP DBL STUD AT DOOR TYPE > OPENIN65;REFER TO IX WD. FRAME .. .. 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ELEV. `./ 6FRP WRAP O-O &FRP WRAP SPLIT FACE BLOCK E'■+ � w 4 WE5T EXTERIOR ELEVATION w w A 3 SCALE: I/8" I'-D° SOUTH EXTERIOR ELEVATION E..,■� ,� > A4.1 = �4. SCALE: I/8" = I'-0" V Z A w w w w w i w I 2 A4.3 A4.2 A42 2 5HIN&LE ROOF A4.3 REVISION DATE EXHAUST LOUVER; Al2 AUG 2013 EXHAUST LOUVER; REFER TO MEP REFER TO MEP 12 12 ISSUE DATE oL TRU55 BEARING III I IIIII lill 1111i 4 12 12 23 MAY 2013 TRU55 BEARING 4 — A DRAWING TITLE / A \ AWNING EQUIP;REFER TO EXTERIOR B / B \ ELECTRICAL OW&5 ELEVATIONS _ EoL v v B B F.F. ELEV. A / F.F. ELEV. / COMMISSION NO. AWNING WOOD P05T 0-O O ICE MAKER �MAKZR� 12154.02 cq 2 EAST EXTERIOR ELEVATION SHEET NUMBER I < A4.1 SCALE: 1/6" = I'-0" NORTH EXTERIOR ELEVATION A4.1 SCALE: 1/8" = 1'-0" A4. 1 COPYRIGHT 2013 MaXER AND HALL ASSOCIATES,INC. d J �f U 1 � ¢ � C M �cu N o m o > o O/� — V♦ •L cl + O 2 S to c Li. N E m to c° L + _�� Cl ..Y: R-20 SPRAY 7 ` 3 2 - APPLIED INSULATION Z Q " I HOUR RATED 12 - - -� 12 4 ROOF/CEILING ASSEMBLY Q 4 I UL DE516N #U415 J015T BEARINOL G TRU55 BEARIN _ — — — II'-0 I/2" I I A M HURRICANE STORAGE PAINT STOR. \ PLAN STOP, NOODNORKIN6 N /I\ 120 ua \ ub 114 COVERED PORCH (� -J OL �+ 01-011 ; i I U W I HOUR RATED HALL Q� A55EMBLY UL DE516N IU-1 #U305 Z hr+yl ^~ II V ~ 2 BUILDING SECTION A42 SCALE: 1/4" = 1'-0" � W A4.3 Z � Q R , N F-1 W 12 12 4� Q4 2 12 TRU55 BEARING — — — — — — — — — — — J015T BEARING REVISION DATE Ir-o I/2° Al2 AUG 2013 ISSUE DATE i COUNTER BY 23 MAY 2013 \ OwNER OPEN 5TORA&E /\ F1217 COVERED PORCH DRAWING TITLE il---- BUILDING \ ------- ------- \ SECTIONS OL F F aEv COMMISSION NO. �� 0-0 12154.02 m p SHEET NUMBER c� o I BU I LD I NC SECTION A4.2 A42 SCALE: 1/4" = 1'-0" COPYRIGHT 2013 NOE,BBR AND HULL ASSOCIATES,INC. d � z rte, U (n a o ^♦ acri W C � ~ �+ O M cu o � -- a p o > g L ` o,co 04.3 04.2 04.2 C cl 0 - - -� Q + _ co CD icu Z IIII MillI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 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ELEV. _..: COMMISSIONNO. 12154.02 m SHEET NUMBER o I BUILDING 5EGT1 ON A4.3 A4.5SCALE: 1/4" = V-O" COPYRIGHT 7013 NOELKER AND HULL ASSOCIATES,INC i A5PHALT 5HIN&LE5 OVER f UNDERLAY 4atr OVER " V PLYWD 5HEATHIN6 v QCD c^l♦ a o W rn 304 .F.J .� M ALM DRIP EDGE o co ALUM GLAD 2x8 V� O .O ID c I FA5CIAo 0 VINYL SOFFIT04 " Q + _� (3) o C rn I � C C MANUFACTURED WDN I TRU55 � a,g cc �� g i + _� V co viN z Q m i VINYL SIDING i AIR BARRIER ASPHALT SHINGLES OVERM UNDERLAYMENT OVER PLYWD SHEATHING M PLYWD 5HEATHIN6 N N R-20 5PRAY APPLIEDI2 VINYL SOFFIT BEYOND M INSULATION 4 MANUFACTURED WD R-20 SPRAY APPLIED TRU55 IN5ULATION ^ ALUM DRIP EDGE H ALUM 6UTT'ERoL H TRU55 BEARING OL TRU55 BEARING U W 10-I I �T 101-111, ALUM GLAD 2x8 WDFA501A VINYL 5OFFIT A INSULATION BAFFLE A CONT DBL 2x8 WOOD CONT DBL 2x8 WOOD9� BLOCKING BLOCKING [--1 " GYP BD " GYP BD r"1 W A Z � � " PLYWD OVER I" " PLYWD OVER I" 5PRAYED APPLIED SPRAYED APPLIED A INSULATION INSULATION F� W � W 5PLIT FACE CMU 5PLIT FACE CMU EXTERIOR WALL;REFER / EXTERIOR WALL;REFER TO 5TRUCT DW65 R ANE 5TOE TO 5TRUCT DW675 ICE X20 los v REVISION DATE \ Al2 AUG 2013 ISSUE DATE GONG TURNED DOWN GONG TURNED DOWN SLAB ON GRADE;REFER SLAB ON GRADE;REFER 23 MAY 2013 TO 5TRUCT DW65 TO 5TRUCT DW-55 oL F.F. ELEV. APPROX GRADE F.F. ELEV. APPROX GRADE DRAWING TITLE 0'-0" q ° o ° 4 WALL SECTIONS 4 q q 4 4. 4 a. COMMISSION NO. q E a , q . 12154.02 � a a a . a m ' o SHEET NUMBER NALL SECTION 2 WALL SGTION A5el 05.1 SCALE: 5/4" = 1'-0" A5.1 5CALE: 3/4' = 1'-0" COPYRIGHT 1013 NOELKER AND HULL ASSOM=1M,INC. 120.6 V OF ATLANTIC ENGINEERING SERVICES, 300.10 TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS "B" TENSION 420.14 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE SUBJECT TO THE APPROVAL SPLICE OR HOOK AT DISCONTINUOUS END. TYPICAL DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR CONTROL GENERAL NOTES THE CONTRACTOR MAY SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL JOINT WIDTH AND LOCATIONS. THE CONTRACTOR SHALL SUBMIT THE BE SUBMITTED TO ATLANTIC ENGINEERING SERVICES IN ADOBE 300.11 PARALLEL REINFORCEMENT PLACED IN TWO OR MORE LAYERS SHALL PROPOSED CONTROL JOINT LAYOUT TO THE ARCHITECT FOR REVIEW 100. DESIGN CRITERIA ACROBAT FILE FORMAT, WITH ONE (1) ELECTRONIC FILE PER HAVE A CLEAR DISTANCE BETWEEN LAYERS OF 1". UPPER LAYER AND APPROVAL. PROVIDE MASONRY CONTROL JOINTS IN ACCORDANCE PACKAGE SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL PRINT, BARS SHALL BE PLACED DIRECTLY ABOVE BARS IN THE BOTTOM WITH THE FOLLOWING GUIDELINES UNLESS OTHERWISE INDICATED ON 100.1 DESIGN BUILDING CODE: REVIEW, RE-SCAN THE REVIEWED SHOP DRAWINGS WITH ALL LAYER. DRAWINGS: A. FLORIDA BUILDING CODE, 2010 COMMENTS/NOTATIONS, AND RETURN ONE (1) ELECTRONIC PACKAGE 300.12 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH A. ALIGN CONTROL JOINTS IN CONCRETE MASONRY BACKUP FOR TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN, AND DISTRIBUTE TO STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. MULTI-WYTHE AND CAVITY WALLS TO MATCH LOCATIONS IN THE CONTRACTOR. REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE MASONRY VENEER UNLESS NOTED OTHERWISE. 100.2 GRAVITY LOADS: 120.7 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS GALVANIZED WITH PLASTIC COATED FEET. ALL WELDED WIRE MESH B. CONTROL JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF A. ROOF LIVE LOADS: SHALL BE CHAIRED IN ACCORDANCE WITH THE DESIGN BUILDING 20 FEET ON CENTER IN THE WALL FIELD AND A MAXIMUM OF 10 PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND CODE. FEET FROM BUILDING CORNERS 1. ROOF 20 PSF FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN C. LOCATE CONTROL JOINTS AT MAJOR HEIGHT CHANGES, CHANGES THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE 300.13 ALL TIES SHALL HAVE 135 DEGREE HOOKS. IN WALL THICKNESS AND AT WALL OPENINGS. 100.3 LATERAL LOADS: SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE D. CONTROL JOINTS IN PARAPETS SHALL BE SPACED AT 15 FEET VY; WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE 300.14 PROVIDE 1/2" PREMOULDED EXPANSION MATERIAL WHERE SLAB ON ON CENTER MAXIMUM. WHERE JOINTS IN PARAPETS CAN NOT BE FOR PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. GRADE IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS ALIGNED WITH JOINTS IN WALL FIELD, PROVIDE CONTROL JOINTS= -- A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER IN THE PARAPET ONLY AT HALF THE WALL FIELD SPACING. +' GENERAL NOTE 100.1): OTHERWISE SHOWN ON DRAWINGS. " E. CONTROL JOINTS SHALL BE A MINIMUM WIDTH OF 3/8 AND a _ - 300.15 CONTRACTION JOINTS FOR SLABS ON GRADE SHALL BE SPACED AS SHALL UTILIZE COMPRESSIBLE MATERIAL WITH A MINIMUM '• - C a �. 1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), Vult 200. FOUNDATIONS GENERAL SHOWN ON THE PLAN. EXTENSIBILITY OF 60%. ♦..,� c� 130 MPHcu 2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vosd = 300.16 PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN 420.15 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF o 101 MPH 200.1 FOUNDATIONS HAVE BEEN DESIGNED UTILIZING THE FOLLOWING 0 °' o 3. RISK CATEGORY = II "PRESUMPTIVE LOAD BEARING VALUES OF SOILS" INDICATED IN OUTSIDE DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND MASONRY WALL IN ACCORDANCE WITH MASONRY CODE AT (� + + SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTERS. REINFORCING IF HIGH LIFT GROUTING (OVER 4 FEET HIGH) IS USED. Q ,0 °' 4. EXPOSURE CATEGORY = C SECTION 1806 OF THE 2009 INTERNATIONAL BUILDING CODE: ALUMINUM CONDUITS SHALL NOT BE PLACED IN CONCRETE. NO (� 5. ENCLOSURE CLASSIFICATION = ENCLOSED 6. INTERNAL PRESSURE COEFFICIENT (GCpi) _ +/- 0.18 A. ALLOWABLE FOUNDATION PRESSURE = 2000 PSF CONDUITS SHALL BE PLACED IN SLAB WITHIN 12 OF COLUMN FACE 420.16 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, (n C c 7. COMPONENTS AND CLADDING PRESSURES: SEE "COMPONENTS B. ALLOWABLE LATERAL BEARING = 150 PSF/FT OR FACE OF BEARING WALL. NO CONDUITS MAY BE PLACED IN GRADE 60. PROVIDE LAP SPLICES OF 72 BAR DIAMETERS MINIMUM o. AND CLADDING WIND LOADS" TABLE, AND "COMPONENTS AND C. COEFFICIENT OF FRICTION-SLIDING = 0.25 EXTERIOR SLABS. UNLESS 40 BAR DIAMETERS C PERMITTED PER TYPICAL DETAILS OR m SECTIONS. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY CLADDING WIND PRESSURE DIAGRAM 300.17 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A LOCATE REINFORCING. 200.2 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE C AND TAKE THE NECESSARY PRECAUTIONS TO ENSURE THAT THE CONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH ACI-318 � CHAPTER 5 TO THE STRUCTURAL ENGINEER FOR REVIEW. 420.17 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO = - 110. GENERAL FOUNDATION EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PLANS AND ELEVATIONS FOR ACTUAL COURSING. COORDINATE ACTUAL a PROVIDE FOR DEWATERING AS NECESSARY. 300.18 ALL FIBER REINFORCED CONCRETE SHALL CONTAIN 100 % VIRGIN COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. a POLYPROPYLENE, COLLATED, FIBRILLATED FIBERS SPECIFICALLY C v� 200.3 THE CONTRACTOR SHALL USE EXTREME CAUTION DURING EXCAVATION. MANUFACTURED FOR USE AS A SECONDARY CONCRETEaas 110.1 THIS DRAWING HAS BEEN PRODUCED ENTIRELY ON ATLANTIC SUCH EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER AS 510. STRUCTURAL STEEL c ENGINEERING SERVICES CADD SYSTEM. ANY OTHER LETTERING, LINES REINFORCEMENT. VOLUME PER CUBIC YARD OF CONCRETE SHALL BE OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING 510.1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH >� + HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC STRUCTURES TO REMAIN. PROVIDE TEMPORARY SHORING AS A MINIMUM OF 0.1 PERCENT (1 1/2 LBS. PER CU YD.). FIBER MANUFACTURER MUST PROVIDE DOCUMENTATION INDICATING A ANSI/AISC X360-05 - "SPECIFICATION FOR STRUCTURAL STEEL QD 4 + + ENGINEERING SERVICES AND ARE INVALID. REQUIRED. MINIMUM OF FIVE YEARS SATISFACTORY PERFORMANCE. FIBERS BUILDINGS. LOADS, FORCES AND MOMENTS INDICATED ARE SERVICE 75 200.4 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON SHALL BE 3/4" TO 1-1/2" IN LENGTH, WITH A MINIMUM TENSILE LEVEL AND ARE INTENDED FOR USE WITH THE ALLOWABLE STRENGTH 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRENGTH OF 80 KSI. DESIGN PROVISIONS OF THE CODE. 0 = ' STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL AS ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL RECOMMENDED BY A REGISTERED GEOTECHNICAL ENGINEER ENGAGED 510.2 GRADE OF STEEL v DIMENSIONS. BY THE CONTRACTOR, AND SUBJECT TO THE APPROVAL OF THE Z ARCHITECT. 420. MASONRY A. STRUCTURAL SHAPES ASTM A572, 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS GRADE 50 INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST B. ANGLES AND PLATES ASTM A36 AND EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS 210. SHALLOW FOUNDATIONS EDITION OF "BUILDING CODE REQUIREMENTS FOR MASONRY NOT FURNISHED ON DRAWINGS, THE CONTRACTOR SHALL SUBMIT A STRUCTURES "(TMS 402/ACI 530/ASCE 5) AND THE SPECIFICATIONS 510.3 ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL REQUEST FOR INFORMATION TO OBTAIN THE DIMENSION. 210.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED FOR MASONRY STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE WELDING CODE, AWS D1.1, LATEST EDITION, OF THE AMERICAN IN ACCORDANCE WITH CRITERIA ESTABLISHED IN NOTE 200.1. MASONRY SOCIETY. WELDING SOCIETY. ELECTRODES SHALL BE E70XX FOR MANUAL ARC 110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF WELDING AND F7X-EXXX FOR SUBMERGED ARC WELDING. STRUCTURAL COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS. 210.2 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE 510.4 ALL HEADED SHEAR STUDS SHALL CONFORM TO ASTM A 108, GRADE SOILS OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE IN CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER 1015 OR 1020, COLD FINISHED CARBON STEEL. 110.5 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL BEARING CAPACITY OF 2000 PSF, AS PER NOTE 200.1. CONSTRUCTION OF THE LATEST EDITION OF "BUILDING CODE EQUIPMENT UNITS, ETC., TO THE STRUCTURAL ELEMENTS SHALL BE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402/ACI 510.5 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS SUBJECT TO THE ENGINEERS REVIEW AND APPROVAL. 210.3 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE 530/ASCE 5) AND THE "SPECIFICATIONS FOR MASONRY ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. TO BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS STRUCTURES" (TMS 602/ACI 530.1/ASCE 6) OF THE MASONRY HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF 110.6 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS ARE TO BEAR SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY. SOCIETY WITH THE FOLLOWING ADDITION TO THE REQUIREMENTS OF ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE SUPPORTING MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 16" BELOW TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR ALL CONDITIONS USE OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS THE M FOR THE VIBRATIONAL EFFECTS OF THE EQUIPMENT. THE FINISHED GRADE. WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE N CONTRACTOR SHALL PROVIDE VIBRATION ISOLATORS FOR ANY TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED DETAILS WHICH HE PROPOSES. MECHANICAL EQUIPMENT MOUNTED TO THE STRUCTURE IN 210.4 THE CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F) FORA N ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S GEOTECHNICAL ENGINEER, SUBJECT THE APPROVAL OF THE MINIMUM OF 24 HOURS USING THE METHODS DESCRIBED IN TMS M ' RECOMMENDATIONS. ARCHITECT, TO INSPECT THE FOUNDATIONS, BEARING LEVELS, ETC., ASCE 6. 610. STRUCTURAL LUMBER 530. ACI 1 AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS 602/ 530.1/ ASCE ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH AT LEAST THE ABOVE NOTED CAPACITY. 420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF M� THE BUILDING CODE AND ALL LOCAL ORDINANCES. THE OWNER ASTM C270, TYPE M OR S. PROVIDE TYPE M MORTAR AT ALL HIGH 610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH H �+ SHALL ENGAGE AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, 300. REINFORCED CONCRETE STRENGTH MASONRY NOTED AS F'm = 2500 PSI OR GREATER. THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" U SUBJECT TO THE REVIEW OF THE ARCHITECT, TO PERFORM ALL PROVIDE TYPE S MORTAR AT ALL STRUCTURAL MASONRY AND (NDS - LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD INSPECTION WORK, AS REQUIRED. REINFORCED MASONRY UNLESS NOTED OTHERWISE. COUNCIL. 110.8 STEP FOOTINGS BELOW ALL SANITARY AND WATER LINES. PROVIDE 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH STEPS IN THE FOUNDATIONS IN ACCORDANCE WITH THE TYPICAL THE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS: 610.2 ALL STRUCTURAL LUMBER SHALL BE PI A MINIMUM N0. 2 GRADE DETAILS. COORDINATE THE EXACT LOCATION AND ELEVATION OF THE (ACI 318 LATEST EDITION) AND SPECIFICATIONS FOR STRUCTURAL DOUGLAS FIR-LARCH, OR SOUTHERN PINE AND SHALL HAVE AT U A. COMPRESSIVE STRENGTH (F'c) OF GROUT = F'm AS INDICATED LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES AND PLUMBING LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS CONCRETE (ACI 301, LATEST EDITION) OF THE AMERICAN CONCRETE BELOW BUT NO LESS THAN 2,000 PSI. MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19%: W ►-.� E"� AND CONTRACTORS. PROVIDE SLEEVES IN THE FOUNDATION WALLS INSTITUTE. B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED AS REQUIRED FOR PIPE PENETRATIONS. ACCORDING TO ASTM C143. A. Fb.(BENDING) 1,200 PSI 300.2 MINIMUM DESIGN COMPRESSION STRENGTH (F c) REQUIRED AT 28 C. MAX. AGGREGATE SIZE SHALL BE 3/8" (AGGREGATE GRADED TO B. FV.(SHEAR) 90 PSI 120. SHOP DRAWINGS DAYS: PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C. Fc.(COMPRESSION) 1,000 PSI [--� A. FOUNDATIONS 3000 PSI C404). D. Ft.(TENSION) 625 PSI B. SLABS ON GRADE 4000 PSI E. E 1,600,000 PSI 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR T0: PORTLAND CEMENT Z w ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. 300.3 MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO: CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM 610.3 ALL LUMBER SHALL COMPLY WITH PS 20 "AMERICAN SOFTWOOD rTlw SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL C207; MORTAR CEMENT CONFORMING TO ASTM C1329; AND LUMBER STANDARD" AND WITH THE APPLICABLE RULE OF INSPECTION COMPONENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. FOUNDATIONS 0.60 MASONRY CEMENT CONFORMING TO ASTM C91. AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. a B. SLABS ON GRADE 0.45 FACTORY-MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF A. REINFORCING STEEL FOR CONCRETE AND MASONRY 420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS INSPECTION AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE B. CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS 300.4 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (MINIMUM 144 CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET REQUIREMENTS. Q, C. PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED METAL PCF) WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE 1, II OR AREA COMPRESSIVE STRENGTH AS SPECIFIED BY TABLE 2 OF TMS FABRICATIONS UTILIZED IN TRUSS-TO-FRAME CONNECTIONS. 1/II. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS 602/ACI 530.1/ASCE 6, SECTION 1.4 B.2 BASED ON THE UNIT 610.4 ALL "MICROLLAM" LUMBER SHALL BE MANUFACTURED BY THE 'TRUSS ►--� AND 3/4" FOR WALLS AND SLABS, CONFORMING TO ASTM C33. STRENGTH METHOD OR AS REQUIRED TO PROVIDE F m BELOW BASED JOIST, A WEYERHAEUSER BUSINESS' OR AN APPROVED EQUIVALENT A 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE ON THE PRISM TEST METHOD. MANUFACTURER WITH AT LEAST THE FOLLOWING MINIMUM DESIGN INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE 300.5 REINFORCEMENT STRESSES: SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE 420.7 MINIMUM 28-DAY ULTIMATE COMPy� RESSIVE STRENGTH OF MASONRY ✓✓ LIMITED TO: MEMBER SIZES AND DIMENSIONS; GRADES OF MATERIAL A. DEFORMED BARS ASTM A615, [TO BE VERIFIED BY PRISM TESTING AS PER TMS 602/ACI A. Fb (BENDING) 2600 PSI FURNISHED; MATERIAL PREPARATION REQUIRED; MATERIAL FINISH AND GRADE 60 530.1/ASCE 6 AND ASTM C1314]: B. Fv (SHEAR) 285 PSI MATERIAL COATINGS TO BE FURNISHED; INFORMATION REGARDING B. DEFORMED BARS (WELDABLE) ASTM A706, z CUTS, COPES, AND HOLES REQUIRED FOR OTHER TRADES; END A. F m 1500 PSI C. Fc (COMPRESSION W CONNECTIONS; CAMBER AND OTHER DEVIATION FROM LINE; SPECIAL GRADE 60 PARALLEL TO GRAIN) 2500 PSI w CWELDED WIRE FABRIC ASTM A185 D. Fc (COMPRESSION ERECTION AND/OR INSTALLATION PROCEDURES, INCLUDING . 420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD ►"� REQUIREMENTS FOR TEMPORARY STABILIZATION. 300.6 MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF., UNLESS BEARING WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE PERPENDICULAR TO GRAIN) 750 PSI ;Ti 120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS OTHERWISE SHOWN ON DRAWINGS, SHALL BE AS FOLLOWS: DUR-O-WAL, OR EQUIVALENT AS APPROVED BY THE ENGINEER E. E 1,900,000 PSI WITH 2-9 GAGE LONGITUDINAL WIRE AND 9 GAGE CROSS WIRE SHALL HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS A. FOOTINGS 3» SPACED AT 16" CENTER TO CENTER, UNLESS NOTED OTHERWISE. 610.5 PROVIDE MINIMUM 4" BEARING FOR ALL "MICROLLAM" MEMBERS. SUBMISSION CLOUDED OR OTHERWISE IDENTIFIED ON THE PROVIDE ADDITIONAL LAYERS OF JOINT REINFORCEMENT IN THE FIRST RESUBMITTED SHEETS. RESUBMITTALS AND RECORD COPY SUBMITTALS B. SLABS CAST AGAINST EARTH 2 FOR 4 TWO COURSES ABOVE AND BELOW A MASONRY OPENING. PROVIDE 610.6 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36. " WITHOUT IDENTIFICATION OF REVISIONS WILL BE REJECTED WITHOUT SLABS; DEPTH/3 FOR SLABS GREATER THAN 4 . LAP AS RECOMMENDED BY MANUFACTURER WITH A MINIMUM OF 6" CONTRACTOR SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS REVIEW. 300.7 SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS DISCONTINUE JOINT REINFORCING AT CONTROL JOINTS. PROVIDE "L" METALS FOR REVIEW BY STRUCTURAL ENGINEER. SHAPE AND "T" SHAPE DUR-O-WAL AT ALL INTERSECTION CORNERS 120.4 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE FOLLOWS: 610.7 ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A307 UNLESS NOTED REYISIONDATE STRUCTURAL DRAWINGS, OR PORTIONS THEREOF, INTO SHOP WITH 8 MINIMUM LAP. SEE TYPICAL DETAILS. OTHERWISE WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS A. WELDED WIRE MESH 8" 1 12 AUG 2013 PROJECT WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN B. ALL OTHERS CLASS "B" 420.9 FULL BED AND HEAD JOINTS SHALL BE USED. 610.8 NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN PERMISSION OF ATLANTIC ENGINEERING SERVICES. SUBMITTED SHOP TENSION, CASE 1 STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR DRAWINGS WHICH CONTAIN COPIES OR REPRODUCTIONS OF ANY MINIMUM, 420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. PORTION OF THE STRUCTURAL DRAWINGS WITHOUT THE EXPRESS UNLESS OTHERWISE NOTED ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF ISSUEDATE WRITTEN PERMISSION OF ATLANTIC ENGINEERING SERVICES WILL BE STABILIZING THE WALLS. 610.9 ALL LUMBER SHALL BE FIRE-RETARDANT TREATED LUMBER RETURNED REJECTED. PERMISSION FOR A SPECIFIC CONTRACTOR OR 300.8 CLASS "B", CASE "1" TENSION SPLICES IN INCHES, SHALL BE AS 420.1 1 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW PRESSURE IMPREGNATED TO COMPLY WITH AMERICAN WOOD 23 MAY 2013 SUB-CONTRACTOR TO USE PORTIONS OF THE STRUCTURAL FOLLOWS: PRESERVERS' ASSOCIATION (AWPA) C 20 FOR INTERIOR TYPE A DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS REQUIRES GRADE. TREATMENT. THAT CONTRACTOR OR SUB-CONTRACTOR TO ENTER INTO A WRITTEN 3000 PSI 4000 PSI AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY A SIZE TOP BARS ALL OTHERS TOP BARS ALL OTHERS 420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING, AND WHERE 610.10 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS DRAWING TME SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS #3 (#10) 28 22 24• 19 INDICATED ON PLANS AND SECTIONS. ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. GENERAL EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF NOTES #4 (#13) 37 29 32 25 420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT PROJECT. #5 (#16) 47 36 40 31 SPACE IS LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT ACCEPTANCE AND THE CONTRACTORS BID SHALL ANTICIPATE THE 120.5 THE CONTRACTOR SHALL SUBMIT PRINTED COPIES OF SHOP #6 (#19) 56 43 48 37 SPACE WIDTHS 2" OR GREATER. PROVIDE FINE GROUT WHEN USE CONTRRAA THOSE SPECIFIED DETAILS SHOWN THE DRAWINGS THE THOSE IS RESPONSIBLE FOR THE DESIGIG N OF SUCH ALTERNATE Q DRAWINGS FOR REVIEW BY ATLANTIC ENGINEERING SERVICES. #7 (#22) 81 63 70 54 REINFORCING HAS LESS THAN 1/2" CLEARANCE. DETAILS WHICH HE PROPOSES. COMMISSIONNO. PRINTED COPIES OF SHOP DRAWINGS SHALL CONSIST OF FOUR (4) #8 (#25) 93 72 80 62 M REPRODUCIBLE PRINTS. UPON THE COMPLETION OF THE SHOP #9 (#29) 105 81 91 70 620. STRUCTURAL WOOD SHEATHING DRAWING REVIEW, THREE (3) PRINTS SHALL BE RETURNED TO THE #10 (#32) 118 91 102 79 }Ji 12154.02 PROJECT ARCHITECT. ONE (1) SHALL BE RETAINED BY THE #11 (#36) 131 101 113 87 ONE (1) SHALL BE DISTRIBUTED TO THE OWNER AND 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A C) ONE ARCHITECT, CT SHALL BE SENT TO THE CONTRACTOR FOR DISTRIBUTION 300.9 SPLICES IN TOP REINFORCEMENT SHALL BE LOCATED AT MIDSPAN CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND 650'1 ft*Vtm EKMVSSWW SHEET NUMBER AS REQUIRED. AND SPLICES IN BOTTOM REINFORCEMENT SHALL. BE LOCATED OVER SPAN RATING REQUIREMENTS. THE CENTER-TO-CENTER SPACING IN r� eUNN e, suite 201 INCHES SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE �3 JackwMile, FL 32211 C6 SUPPORTS, UNLESS NOTED OTHERWISE. PANELS. INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE A 313. 97434633 Fx:soa.ns. 9s sool WITH THE RECOMMENDATIONS OF THE APA. PAMELA L COWDEN PE 51898 FL COA X791 SC COA #1691 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,IN( 620.2 PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA PRP-108 AND SHALL MEET THE FOLLOWING REQUIREMENTS: A. ROOF SHEATHING: 1. MIN. THICKNESS = 5/8" COMPONENTS AND CLADDING WIND 2. BOND CLASSIFICATION = EXPOSURE 1 � 3. GRADE = APA RATED SHEATHING LOADS FOR EXPOSURE C 4. SPAN RATING = AS REQUIRED TO SUIT JOIST/TRUSS SPACING ROOF ANGLE 7-27 DEGREES 620.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY ZONE EFFECTIVE WIND AREA (FT2) Pult WIND PRESSURES EXPOOPENSED TO THE SOFFIITS OR ROOFER SHALL BE SHEAT SHEATHING EXPOSEDDONXTHEIOUNDE SIDE STRUCTURAL ABBREVIATIONS: 0 I I PT i 10.0 22.0 -35.0 MAY BE CLASSED EXPOSURE 1. I Q I I I ® I C 1 20.0 20.1 -34.0 620.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER 1 50.0 17.5 -32.7 SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF ARCH ARCHITECT(URAL) NS NEAR SIDE I I PANEL LENGTH FROM ADJACENT PANELS. PROVIDE 1/8- SPACE AT NO/# NUMBER I O O I 1 100.0 15.6 -31.8 C 2 10.0 22.0 -69.9 CJ CONSTRUCTION JOINT NTS NOT TO SCALE � � � i PANEL ENDS AND EDGES. CMU CONCRETE MASONRY UNIT NW NORMAL WEIGHT � CENTER LINE Q � 2 20.0 20.1 -56.1 a �" 620.5 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 8D SPIRAL CLR CLEAR OC ON CENTER C OR RING SHANK NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES 2 50.0 17.5 -49.6 c AND INTERMEDIATE SUPPORTS AT ZONES 1 AND 2. NAIL SPACING CONT CONTINUOUS OPP OPPOSITE 4.5o `D COORD COORDINATE 2 100.0 15.6 -44.7 CU cQ SHALL BE 4" O.C. AT ALL ENDS AND EDGES AND INTERMEDIATE a N o PAF POWDER ACTUATED FASTENER 22.0 -90.1 '� O d CO SUPPORTS AT ZONE 3. REFER TO COMPONENT AND CLADDING 3 10.0 + + DIA DIAMETER PERP PERPENDICULAR V L WIND PRESSURE DIAGRAM FOR LOCATION OF ROOF ZONES. 3 20.0 20.1 -84.2 .� .��-' o PLF POUNDS PER LINEAR FOOTF7 0 620.6 PROVIDE MINIMUM 2X4 EDGE BLOCKING AT ALL HORIZONTAL EF EACH FACE PSF POUNDS PER SQUARE FOOT �- ---'--- ------ -- -- -------, 3 50.0 17.5 -76.5 (1) o c STRUCTURAL PANEL JOINTS FOR A DISTANCE OF 4'-0" FROM ALL EJ EXPANSION JOINT PSI POUNDS PER SQUARE INCH i ® cn c M GABLE END WALLS. ALL STRUCTURAL ROOF PANELS SHALL BE EOD EDGE OF DECK PT PRESSURE TREATED/ POST TENSION I 3 100.0 15.6 -70.6 + a j NAILED WITH 8D SPIRAL OR RING SHANK NAILS AT 6" ON CENTER EOS EDGE OF SLAB I f WALL AT ALL ENDS, EDGES, AND INTERMEDIATE SUPPORTS IN THOSE EL ELEVATION REINF REINFORCED/REINFORCING AREAS. EMBED EMBEDMENT/EMBEDDED REF REFERENCE f t 4 10.0 38.2 -41.5 EQ EQUAL I i 4 20.0 36.6 -39.9 620.7 METAL PLATE WOOD TRUSSES SERVING AS BOUNDRY ELEMENTS IN ETC ETCETERA SID SELF DRILLING I I N WOOD DIAPHRAGMS SHALL BE EITHER DESIGNED FOR THE EXIST EXISTING SF SQUARE FEET 4 50.0 34.3 -37.6 -o 0- HORIZONTAL UNIT SHEAR FORCE EQUIVALENT TO THE SHEATHING SIM SIMILAR I 4 100.0 32.4 -35.6 C v5 g- ATTACHMENT INDICATED OR FULLY SHEATHED BY STRUCTURAL WOOD FS FAR SIDE SJ SAW CUT CONTRACTION JOINT j i ca PANELS ATTACHED AS SPECIFIED FOR THE DIAPHRAGM IN WHICH SPEC SPECIFICATION I I 5 10.0 38.2 -51.2 cu m THE TRUSS IS INSTALLED. GC GENERAL CONTRACTOR SS STAINLESS STEEL II L. + STD STANDARD GA GAGE I 5 20.0 36.6 -47.6 635. WOOD TRUSSES GALV GALVANIZED SYM SYMMETRICAL I 1 5 50.0 34.3 -43.1 I HORIZ HORIZONTAL TD TURNDOWN 1 5 100.0 32.4 -39.9 , HK HOOK TOB TOP OF BEAM I I O _ 635.1 WOOD TRUSSES SHALL CONFORM TO THE MOST CURRENT I NOTES: L 3 TOC TOP OF CONCRETE 1 APPLICABLE EDITION OF THE DESIGN SPECIFICATIONS FOR LIGHT I I 1. TABULATED COMPONENT AND CLADDING PRESSURES (Putt) HAVE Q R METAL PLATE CONNECTED WOOD ROOF TRUSSES, OF THE TRUSS K KIPS TOF TOP OF FOOTING I I BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE PLATE INSTITUTE, INC. AND THE NATIONAL DESIGN SPECIFICATIONS KLF KIPS PER LINEAR FOOT TOJ TOP OF JOIST I I PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER FOR STRESS GRADE LUMBER AND ITS FASTENING, OF THE NATIONAL KSF KIPS PER SQUARE FOOT TOS TOP OF STEEL I NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 FOREST PRODUCTS ASSOCIATION. KSI KIPS PER SQUARE INCH TOW TOP OF WALL j I LOAD COMBINATIONS. TABULATED PRESSURES CAN BE CONVERTED TO LBS POUNDS TS TUBULAR STEEL 01 ® NOMINAL BY MULTIPLYING BY 0.6. 635.2 WOOD ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS LLH LONG LEG HORIZONTAL TYP TYPICAL 1 INDICATED BELOW AT THE SPACING INDICATED ON THE DRAWINGS. LLV LONG LEG VERTICAL LW LIGHTWEIGHT LINO UNLESS NOTED OTHERWISE j I ROOF OVERHANG A. DEAD LOADS: MBM METAL BUILDING MANUFACTURER VCJ VERTICAL CONTROL JOINT j I COMPONENTS AND CLADDING 1. UNIFORM TOP CHORD MC MOMENT CONNECTION VERT VERTICAL I I WIND LOADS FOR EXPOSURE C DEAD LOAD___20 PSFI I MANUF MANUFACTURER(ING) I ROOF ANGLE 7-27 DEGREES 2. UNIFORM BOTTOM CHORD MAX MAXIMUM WP WORK POINT DEAD LOAD 15 PSF OR AS NOTED ON THE PLANS MECH MECHANICAL WWM WELDED WIRE MESH I j WALL BELOW ZONE EFFECTIVE WIND AREA (FT') Pult WIND PRESSURES 3. BOTTOM CHORD CONCENTRATED LOAD AT ANY LOCATION MIN MINIMUM I I 2 10.0 -71.3 ON BOTTOM CHORD 300 LBS. MISC MISCELLANEOUS XS EXTRA STRONG I f 2 MO MASONRY OPENING XXS DOUBLE EXTRA STRONG i 2 20.0 -71.3 M B. LIVE LOADS = SEE DESIGN CRITERIA GENERAL NOTES I i 50.0 -71.3 N f 2 100.0 -71.3 M C. LATERAL LOADS = SEE DESIGN CRITERIA GENERAL NOTES I 1 ® 3 10.0 -119.9 635.3 THE DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED I LOADS AND AT THE SPAN AND SPACINGS SHOWN ON THE CONTRACT I L-------- -- ------ --1 3 20.0 -108.2 DRAWINGS SHALL MEET THE FOLLOWING CRITERIA: i 91 3 50.0 -92.7 A. ROOF TRUSSES: THE DEFLECTION DUE TO THE TOTAL ROOF i 3 100.0 -81.0 H U LOAD SHALL NOT EXCEED THE SPAN LENGTH/240. THE I NOTES: w DEFLECTION DUE TO THE ROOF LIVE/SNOW LOAD SHALL NOT IEXCE1. TABULATED COMPONENT AND CLADDING PRESSURES (Putt) HAVE LOAD EDEFLECTION D THE NSHALL T6UTILIZE A0. ET MEMIDEPE DENT NATION OF THE DEAD O OI BEEN CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE Q� PER NOTE 100.1 BASED ON ULTIMATE DESIGN WIND SPEED (Vult) PER C) U DEFORMATION (CREEP) FACTOR OF 2.0. NOTE 100.3A AND SHOULD BE USED IN CONJUNCTION WITH ASCE 7-10 F�+y 'z H 635.4 THE WOOD TRUSS MANUFACTURER SHALL SPECIFY AND PROVIDE ALL 1 LOAD COMBINATIONS. TABULATED PRESSURES CAN BE CONVERTED TO I NOMINAL BY MULTIPLYING BY 0.6. h+_ �1 BRACING AT TOP AND BOTTOM CHORDS REQUIRED TO STABILIZE THE U FLOOR OR ROOF STRUCTURE DURING AND AFTER CONSTRUCTION, IN I Q ADDITION TO THE BRACING INDICATED ON THE STRUCTURAL DRAWINGS. 635.5 THE WOOD TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL L- ----------------- -- -- ------------- ----- ------ --� H CALCULATIONS STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA FOR ALL TRUSS W TYPES, WHICH INDICATE TRUSS CAPACITIES AND DEFLECTIONS. 635.6 ERECTION SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE a RECOMMENDATIONS. T� 635.7 NO SPLICES IN WEBS, CHORDS, OR OTHER LOAD CARRYING COMPONENTS AND CLADDING MEMBFINAL ERS MAY USS SHOPMADE D AWINGSOUT REVIEW AND WHICH INCLUDE SPECIFIC LON THE LOCATIONS WIND PRESSURE DIAGRAM AND DETAILS FOR ANY SUCH SPLICE(S). a 635.8 TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE l WITH "RECOMMENDED DESIGN SPECIFICATIONS FOR TEMPORARY i••i BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (DSB-89) AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" (HIB-91). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOTTOM CHORD WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING SHALL NOT EXCEED 10' FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2X4 LATERAL BRACING AT 36" ON CENTER UNDER PIGGYBACK TRUSSES. AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2X4 DIAGONAL AT 20' MAX NAILED TO WEBS FROM ROOF TO BOTTOM CHORD. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. FOR TRUSS SPANS EXCEEDING 60'-0" SUBMIT BRACING DRAWINGS SIGNED AND SEALED BY A REGISTERED REWSIONDATE R ENGINEER IN THE STATE OF FLORIDA. 635.9 THE WOOD TRUSS MANUFACTURER SHALL DESIGN AND SPECIFY ALL al 12 AUG 2013 CONNECTIONS AND CONNECTION COMPONENTS BETWEEN WOOD TRUSSES AND BEARING CONNECTIONS OF THE WOOD TRUSSES TO THE SUPPORTING STRUCTURE. ALL CONNECTIONS AND CONNECTION ISSUE DATE COMPONENTS SHALL BE INDICATED ON THE FINAL SHOP DRAWINGS. 635.10 THE WOOD TRUSS MANUFACTURER SHALL REFER TO MECHANICAL 23 MAY 2013 AND ELECTRICAL DRAWINGS FOR COORDINATION OF MECHANICAL/ ELECTRICAL UNITS AND SPECIAL CONCENTRATED LOADS SUPPORTED BY THE WOOD TRUSSES NOT INDICATED ON THE STRUCTURAL DRAWING TITLE DRAWINGS. COMPONENTS 635.11 WHERE MECHANICAL / ELECTRICAL LOADS ARE ATTACHED TO THE AND WOOD TRUSSES, ATTACHED LOADS SHALL NOT EXCEED THE LOADS CLADDING INDICATED IN THE NOTES ABOVE. WHERE THE ACTUAL LOADS EXCEED THE LOADS INDICATED ABOVE, THE WOOD TRUSS MANUFACTURER COMMISSIONNO. ` SHALL EITHER PROVIDE ADDITIONAL FRAMING TO DISTRIBUTE THE LOADS TO CONFORM TO THE LOADS INDICATED OR PROVIDE ADDITIONAL LOCALIZED CAPACITY IN THE WOOD TRUSS DESIGN TO 12154.02 SUPPORT THE ACTUAL LOADS. 635.12 WHERE MULTIPLE PIPING LINES RUN PARALLEL, STAGGER THE PIPE S � l 3 6601 anington Exprosswav SHEET NUMBER SUPPORT HANGERS AS REQUIRED TO COMPLY WITH THE LOADS - A Building a, Suite 201 INDICATED ABOVE. JacksonvilleFL 32211 S002 AE r* 313-049743.4833 FX:904 725.9296 PAMELA L COWDEN PE 51898 M FL COA #791 SC COA #1991 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC, 4 a i 2X6 OUTRIGGERS AT 2'-0"OC MAX 51'-8" 18'-0" 51'-8" 18'-0" )ccv,)4) 2'-0"SQ THICKENED SLAB REINF cV N c� -WITH 3#5 EACH WAY BOTTOM PRE ENGINEERED GABLE N N END WALL TRUSS d Li UMN F M1 M1 M2 M2 M1 I S202 M1 M1 I 0 0 M 2 M 1 CJ I I � i L, N a , rT IM2 I A 0 cm - �... .— S201 ( CJ I o N o CJ 1 cu �- cc S201 V a IM2 r t/) _� I lO I L R N cn o Ix N \ ♦ o cli0 O CJ 1 d� I o `n F' I LO1 I I I I N _ CC M2 I NOTE 3 1 W a s M1 CJ r — z .� a L - I M 1 I NOTE 2 I w Lg 0 CC M2 1 cJ I of V) x I + I I Li � + + I I I 3ry ,c N = ' r — W O U � I 1 L� N N m M2 I w Q o Z Q ICJ I L - - - - - - - - - - - - - - - - - - -j cJ I o �' g _I U- 0 - - - - - - - - - -� 6X6 COLUMN I r� o I- 1I 1 L � w LO N I M1 I S+ LOPE o SLOPE-..-_ °' 0 I I ( CJ I o -I I -I NOTE 3 M1 r 1 3'-O"X3'-0"X1'-6" 1 I M2 DEEP CONCRETEin I FOOTING REINF WITHI r� I 4#5 EACH WAY L o BOTTOM I mi 1 0 1 M of 1 1 10 N I CJ PRE-ENGINEERED R M z �- - - - - - - - - - - M1 0 WITH rxposp 0 o I GABLE END WALL N I x N It 2-2X8 BEAM N Q lO0 1 M1 W M1 N H V 4X4 COLUMN ( N I D SHADED REA E dullum MOR ) TI AT A EA 0 A S o 0 ~ x LI 4 PSF �I H 2 IM2 NO E 1 n. o .. `~ 0I. M 1 00 o Q ao �01 o I CJ I S201 0 �-- V) V w t ... w N M--1 V N ..,. „ .... M1 o W TD o w o 0 H LL o✓ I M2 3'-0 3'-0"X1'-6" 1 0 � U O DEEP CONCRETE I FOOTI G REINF WITH I M1 X6 OUTRIGG RS 1 - NG NE 0 T US ES AT 2' O-pc M o co 4#5 EACH WAY AT 24 OC MAX x 1 M1 BOTTOM I M1 PRE-ENGINEE ED n- `� Q, WOOD TRUSS S L — — - - - - - - - - - - -� - - - — — — - - - - - AT 24"OC MA (� A M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 M1 )CO4 PRE-ENGINEERED GABLEDOUBLE SIMPSON VGT O O OtEND WALL TRUSS N WITH 2-HDU4 EACH04 04 END OF GIRDER TRUSS e— N r7 N N N r� cn U � V Z 81'-0 2X6 OUTRIGGERS AT 2'-0"OC MAX F-I I FOUNDATION PLAN ROOF FRAMING PLAN W MASONRY PILASTER SCHEDULE SCALE: SCALE: 8" = 1'-0" OT NOTES: 1. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR MARK CONFIGURATION REINFORCEMENT W BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/ CONTRACTION JOINTS WITH ARCHITECT. M 1 2#5, 1 CELL 1. 5/8" APA RATED EXPOSURE 1 BLOCKED, 48/24 SPAN RATING PLYWOOD 2. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON COMPACTED O (DOUBLY REINF) ROOF SHEATHING. SEE GENERAL NOTES FOR ATTACHMENT AND ADDITIONAL FILL. VERIFY LOCATION OF CONSTRUCTION/ CONTRACTION JOINTS INFORMATION. WITH ARCHITECT. 2#5, 2 CELLS 2. PROVIDE 2X6 MIN BLOCKING AT ALL RIDGES AND EAVES AND UNSUPPORTED 3. 6" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR M2 (SINGLY REINF) PLYWOOD PANEL EDGES. BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/ 3. TOP OF WALL EL +10'-8" UNO. CONTRACTION JOINTS WITH ARCHITECT. NOTES: 4. REFERENCE FINISH FLOOR ELEVATION 0'-0"=—.O NGVD. COORDINATE FLOOR 1. FILL ALL CELLS SOLID WITH 3000 PSI GROUT. 4. TOP OF WOOD BEAM EL +10'-11" UNO. REVISIONDATE ELEVATIONS, SLOPES AND RECESSES WITH ARCHITECT AND CIVIL 5. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING DRAWINGS. REQUIRED TO STABILIZE THE TRUSSES. 1 12 AUG 2013 5. TOP OF FOOTING ELEVATION SHALL BEAR A MINIMUM 1 -6 BELOW �� 6. ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED FINISH GRADE. WOOD SHALL BE STAINLESS STEEL OR GALVANIZED. CONTRACTOR SHALL ISSUEDATE VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL 6 STEP DETAILS FOOTINGS AND G/SSTER AND SANITARY PIPES. SEE TYPICAL CONTINUOUS WALL CONNECTOR MANUFACTURER. 23 MAY 2013 7. EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH #5 VERTICAL 7. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH AND LOCATIONS OF CENTERED AT 4'-0" OC MAX UNO. FILL REINFORCED CELLS SOLID WITH FOOTING SCHEDULE MASONRY WALLS AND OPENINGS. MASONRY DETAILS ON 8. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, ELEVATIONS AND DRAWING TITLE 3000 PSI GROUT. SEE SECTIONS AND TYPICAL M MARK SIZE REINFORCEMENT SHEET S5.2 FOR ADDITIONAL REQUIRED WALL REINFORCEMENT. OVERHANGS. FOUNDATION y4#5 CONT AND 8. EXTERIOR MASONRY WALL FOOTINGS SHALL BE TYPE WF2.0 UNO. SEE WF2.0 2'-0" WIDE X1'-6" DEEP 3 TIES AT 24"OC 9. TRUSS MANUFACTURER SHALL COORDINATE TRUSS DESIGN AND LAYOUT CONTINUOUS WALL FOOTING SCHEDULE ON THIS SHEET. # WITH ARCH AND MECHANICAL TO ALLOW FOR DUCTWORK TO PASS THROUGH. ROOF FRAMING 9. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH AND LOCATION OF COMMISSIONNO. MASONRY WALLS AND WALL OPENINGS. 0 10. MX - DENOTES MASONRY PILASTER TYPE. SEE MASONRY PILASTER 12154.02 i SCHEDULE ON THIS SHEET. CD 11. TD - DENOTES TURN DOWN SLAB. SEE DETAIL F/S5.1. _ CD { 6501 Arlington Expremmy SHEET NUMBER Jacksonville, FL 32211 `— — Building B, Sults 201 11l' o / PH:904.743.4633 FX:904.725.9295 313-049 Rol PAMELA L COWDEN PE 51898 FL COA #791 SC COA #1691 COPYRIGHT 7073 NOELKER AND HULLASSOCiATES.TN( PLYWOOD SHEATHING SEE PLAN PRE-ENGINEERED WOOD TRUSS SIMPSON LRU210 HANGER SEE PLAN AT EACH RAFTER BLOCKING AT (� 4'-O"OC MAX ceQ SIMPSON H10-2 OR H10A !` a 2X14 CONT WOOD AT EACH RAFTER _f_j .L BEAM .� 0 i co V L_ + + SIMPSON LTS12 cn }; AT EACH TRUSS 0 C RAFTER TRUSS BEARING SIMPSON LTS12 SIMPSON H10-2 AT SEE PLAN RAFTER BEARING t° EL+10'-11" AT EACH TRUSS EACH TRUSS SEL+10'-11" ,C PT TOP C PT 2-2X8 TOP SIMPSON H10-2 AT ATTAC ED8 TO WALLLATE ATTACHED TO WALLATE = a EACH TRUSS WITH 3/4" DIA ANCHOR WITH 3/4" DIA ANCHOR MICROLAM BEAM m BOLTS AT 2 -0 OC BOLTS AT 2 -0,OC .-• (12" EMBED) SEE PLAN (12" EMBED) 2-TROUGH BLOCKSSIMPSON CCQ66SDS2.5 L. + REINF WITH 4#5 2-TROUGH BLOCKS COLUMN CAP CONT GROUT CELLS REINF WITH 4#5 + + SOLID CONT GROUT CELLS SOLID WOOD COLUMN ] CMU WALL SEE PLAN SEE PLAN O v Za` CMU WALL SEE PLAN SIMPSON CBSQ66—SDS2 FINISH GRADE CONCRETE SLAB COLUMN BASE OR PAVING SEE PLAN SEE CIVIL FINISH FLOOR t I EL 0'-O - _ _ Z r -i 1 VAPOR BARRIER � v M COMPACTED FILL COMPACTED FILL CONCRETE FOOTING CONCRETE FOOTING 3"CLR SEE PLAN 3"CLR SEE PLAN THICKENED CONCRETE M FOOTING SEE PLAN SECTION � N SCALE: " = 1'-0" S201 M SEE ARCH u PLYWOOD SHEATHING FSI Q SEE PLAN UPLIFT CONNECTOR U w END WALL TRUSS AT EACH OUTRIGGER JOIST HANGER 2X BLOCKING V AT EACH OUTRIGGER--\ BETWEEN OUTRIGGERS Z ►"'i FASCIA V SEE ARCH PLYWOOD SHEATHING SEE PLAN--, lt:2X6 OUTRIGGER PRE-ENGINEERED SEE PLAN WOOD TRUSS z SEE PLAN W Q PLYWOOD r . PLYWOOD SHEATHING WALL SHEATHING rl SEE ARCH SEE PLAN SEE GENERAL NOTES rr� V UPLIFT CONNECTOR JOIST HANGERAT EACH OUTRIGGER �+ z AT EACH OUTRIGGER SIMPSON HGA10 n 2X BLOCKING �--� BETWEEN OUTRIGGERS TRUSS BEARING FASCIA 2-SIMPSON MTS12 TRUSS BEARING BRIDGING SEE EL+10'-11 SEE ARCHAT EACH TRUSS EL+10'-11" GIRDER TRUSS 2X6 OUTRIGGER DETAIL A/S5.3 SEE PLAN PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE W ATTACHED TO WALL ATTACHED TO WALL EL+8'-4" WITH 3/4" DIA ANCHOR WITH 3/4" DIA ANCHOR BOLTS AT 2 -0 OC " PLYWOOD (12" EMBED) BOLTS AT 2 -0 OC L (12" EMBED) WALL SHEATHING PRE-ENGINEERED WOOD TRUSSES 2-TROUGH BLOCKS SEE GENERAL 2-TROUGH BLOCKS SEE PLAN REINF WITH 4#5 NOTES CONT GROUT CELLS REINF WITH 4#5 WOOD BEAM SOLID CONT GROUT CELLS SEE PLANSOLID CMU WALL SEE PLAN CMU WALL REVISIONDATE SEE PLAN Al2 AUG 2013 WOOD COLUMN l SEE PLAN CONCRETE SLAB FINISH GRADE ISSUE DATE SEE PLAN OR PAVING SEE CIVIL 23 MAY 2013 FINISH FLOOR .Y VAPOR BARRIERIT DRAWING TITLE U COMPACTED FILL CONCRETE FOOTING SECTIONS " CONCRETE FOOTING SECTION 0 N SEE PLAN 3 CLR SEE PLAN 2PO THICKENED CONCRETE 3"CLR FOOTING SEE PLAN SCALE: " = 1'-0" S201 COMMISSIONNO. COMPACTED FILL 12154.02 6601 AdIrIl on Expressway SHEET NUMBER Building B. Suite 201 I .J JacKsornllla, FL 32211 l PH:904.743.4633 FX:904.725.9295 AM S201 313-049 PAMELA L W FL =COA *791 SC *1691 CO DEN PE 51898 SEE ARCH SEE ARCH UPLIFT CONNECTOR PLYWOOD SHEATHING PLYWOOD SHEATHING AT EACH OUTRIGGER SEE PLAN AT UPLIFT EACH OUTRIGGER SEE PLAN SEE PLYWOOD SHEATHING ND WALL TRUSS ND WALL TRUSS END WALL TRUSS ' 2X BLOCKING JOIST HANGER 2X BLOCKING PLAN BETWEEN OUTRIGGERS JOIST HANGER AT EACH OUTRIGGER BETWEEN OUTRIGGERS AT EACH OUTRIGGER FASCIA FASCIA SEE ARCH SEE ARCH RAFTER 2X6 OUTRIGGER WOOD TRUSS 2X6 OUTRIGGER SEE PLAN ' SEE PLAN SEE PLAN SEE PLAN WOOD TRUSS WOOD TRUSS SEE PLAN BLOCKING SEE PLAN SEE PLAN PLYWOOD WALL SHEATHING PLYWOOD PLYWOOD a V WALL SHEATHING WALL SHEATHING SIMPSON H1 � a ' i SEE GENERAL SEE GENERAL � -� i NOTES NOTES SEE GENERAL AT EACH RAFTER � p� NOTES RIDGE BEAM .� a c am SEE PLAN (� + + RIDGING SEE SIMPSON HGA10 DETAIL A/S5.3 SIMPBRIDGING SEE SON HGA10 DETAIL A/S5.3 C C N TRUSS BEARING TRUSS BEARING o RAFTER BEARING m EL+1Q'-11" E� L+10'-11" �TRUSS� BEARING SIMPSON LRU28 HANGER < + EL+10 -11 -� UPLIFT C NNECTOR EL AT EACH RAFTER � C SEE SCHEDULE RAFTER a PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE AN 8 T PLA SEE PL = N ATTACHED TO WALL ATTACHED TO WALL PT WITH 3/4 DIA ANCHOR LINTEL CHE 0 WA 0- BOLTS AT 2'-O"OC SEE SCHEDULE— WITH 3/4 DIA ANCHOR (12° EMBED) WITH 3/4" DIA ANCHOR � � a BOLTS AT 2 -0 OC BOLTS AT 2'-0"OC WOOD BEAM Q (12 EMBED) V 2-TROUGH BLOCKS 2-TROUGH BLOCKS (12 EMBED) SEE PLAN c REINF WITH 4#5 REINF WITH 4#5 2-TROUGH BLOCKS SIMPSON EPC44-16 + CONT GROUT CELLS # REINF WITH 4#5 CONT GROUT CELLS CONT GROUT CELLS ( + + COLUMN CAP SOLID WINDOW C� SEE ARCH SOLID SOLID �[ WOOD COLUMN CMU WALL SEE PLAN SEE PLAN CMU "U" CMU WALL CMU WALL 0 BLOCK WITH 1#5 CONT 09 SEE PLAN SEE PLAN Z Q FINISH GRADE CONCRETE SLAB FINISH GRADE CONCRETE SLAB CONCRETE SLAB -SIMPSON PB44 OR PAVING SEE PLAN OR PAVING SEE PLAN SEE PLAN COLUMN BASE SEE CIVIL SEE CIVIL d�FINISH FLOOR E FINISH FLOOR FINIS EL 0'-O" x _ EL 0'-0" H FLOOR FINISH x FLOOR z -ID_ � EL 0'-0" _ ,� — - - - J Z - -i � APOR BARRIER i - � POR BARRIER '�'��- -�—� � '. EL 0 0 ,, •_ J rr ►� COMPACTED POR BARRIER- � - FI L L M U o COMPACTED FILL COMPACTED FILL P MCOMPACTED FILL A CONCRETE FOOTING COMPACTED ED FI LL CONCRETE FOOTING 3 CONCRETE FOOTING THICKENED CONCRETE CLR SEE PLAN 3"CLR SEE PLAN 3"CLR SEE PLAN FOOTING SEE PLAN M SECTION 4 N SECTION SECTION 2 SCALE: " _ ,'-o" S202 M ., SECTION TION SCALE: = 1 -0 S2O2 SCALE: = 1 -0 S202 �.4 SCALE: g" = 1'-0" S202 UPLIFT CONNECTOR SEE ARCH SEPLYWOOD PLAN SHEATHING H ^ AT EACH OUTRIGGER U ND WALL TRUSS 2X BLOCKING JOIST HANGER H BETWEEN OUTRIGGERS AT EACH OUTRIGGER (.L� i FASCIA SEE ARCH V u 2X6 OUTRIGGER WOOD TRUSS SEE PLAN SEE PLAN PLYWOOD WALL SHEATHING BRIDGING SEE SEE GENERAL DETAIL A/S5.3 NOTES PLYWOOD SHEATHING OUTRIGGERS AT W w Q SEE PLAN 2'-0"OC MAX ^r �i PRE-EN �I GINEERE WOOD TRUSS D SIMPSON HGA10 SEE PLAN rr� TRUSS BEARING Zv EL+10'-11" ^ PT 2-2X8 TOP PLATE ATTACHED TO WALL SEE I SCHEDULE TOR WITH 3/4" DIA ANCHOR rk TRUSS BEARING BOLTS AT 2 -Q OC [•.i EL+10'-11" UPLIFT CONNECTOR 12" EMBED w CRAFTER BEARING ) SEE SCHEDULE EL+10'-11" 2-TROUGH BLOCKS w REINF WITH 4#5 CONT GROUT CELLS � PT 2-2X8 TOP PLATE PT 2-2X8 TOP PLATE 0.4 SOLID ATTACHED TO WALL ATTACHED TO WALL 41 41 " WITH 3/4"WITH 3/4 DIA ANCHOR BOLTS AT 2DI 0'OC ANCHOR MICROLAM B BOLTS AT 2 -0 OC (12" EMBED) (12 EMBED) BOTTOM OF GABLE SEE PLAN TRUSS SEE ARCH CMU WALL � 2-TROUGH BLOCKS 2-TROUGH BLOCKS SIMPSON CCQ66SDS2.5 SEE PLAN REINF WITH 4#5 REINF WITH 4#5 COLUMN CAP CONT GROUT CELLS CONT GROUT CELLS SOLID SOLID WOOD COLUMN REKSIONDATE � CMU WALL SEE PLAN SEE PLAN FINISH GRADE CONCRETE SLAB OR PAVING SEE PLAN 012 AUG 2013 i SEE CIVIL �FINISH FLOOR ISSUE DATE CMU WALL EL 0'-0" 0 SEE PLAN SIMPSON CBSQ66-SDS2 -I APOR BARRIER `^ - 23 MAY 2013 FINISH GRADE CONCRETE SLAB COLUMN BASE r� OR PAVING SEE PLAN COMPACTED FILL SEE CIVIL CONCRETE FOOTING DRAWING TITLE FINISH FLOOR 3 CLR SEE PLAN EL 0'-0" xr '•.` SEMONS CL VAPOR BARRIER 'T S ECTI 0 N 6 x J Trus- •• i �" . " d- to COMPACTED FILL - o - - S 20 2 SCALE: 1 - 0 no COMMISSIONNO. CONCRETE FOOTING COMPACTED FILL � CONCRETE FOOTING 3"CLR SEE PLAN i rn 3"CLR SEE PLAN THICKENED CONCRETE h! _ 12154.02 CD N 5 FOOTING SEE PLAN SECTION 11 CD SCALE: J" = 1'-0" S202 6501 Minoton Expn sway SHEET NUMBER eJaroksor"o, K 32211 u kuna B, Suite 201 AES313-04.743.3633 FX:804.725.9285 S202 313-049 PAMELA L COWDEN PE 51898 Fl COA *791 SC COA #1691 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,IN( D ONCRETE SLAB " UNO GALV METAL S501 SEE PLAN p D CONTRACTION JOINT POUR FLUSH IN �01 / " (SAW-CUT, FORMED OR TOOLED) AREAS TO RECEIVE FORM 2#4 CONT S501 CONCRETE SLAB 1 4 �. GALV METAL FORM FLOOR COVERING „ o SEE PLAN CONCRETE SLAB o SEALANT +� CONT SHEAR KEY _ SEE PLAN o =11 =I I I= z - 11=III=III-� ' N COMPACTED FILL =1 I III—� VAPOR BARRIER _ 1714 LEM Ill- ly COMPACTED FILL BACKING ROD CONSTRUCTION, 2 0 (n a AT INTERIOR SLAB VAPOR BARRIER OR BARRIER CONTRACTION OR � c - SUGGESTED COMPACTED FILL EXPANSION JOINT. I i" UNO 'V o m L t t SEE PLAN CONCRETE SLAB SEE PLAN CONCRETE SLAB MASONRY WALL OR D ETAI L00 IN s5o1 CONCRETE WALL COLUMN TYPICAL CONTRACTION JOINT NT DETAIL WALL/ S501 S501 (n C NOTES: �? EJ SEALANT 1. INDICATED BY CJ ON PLAN Q + I 2. SAW-CUT TO BE MADE WITHIN 8 HOURS OF CONCRETE PLACEMENT. 5�co — — — bs 3. USE FORMED OR TOOLED JOINTS FOR ALL EXPOSED SLABS –I _III-1 I I=1 11- o =1 I I-I C I_ I — •a I– OR AS REQUIRED BY ARCH. c COMPACTED FILL 4. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL 3/4" DIA X1'-3" PLAIN STEEL VAPOR BARRIER COMPACTED BUILDING CODES. EL DOWELS GREASED AT ONE END, 16" FILL - 0 Q a OC FOR D<5" AND 12" OC FOR VAPOR BARRIER " D>5 AT WALL/COLUMN L..cu + ALTERNATE TYPICAL EXPANSION S I 0 N J 0 I NT DETAILS STEEL OR PVC SLEEVE WITH TYPICAL CONSTRUCTION JOINT DETAILS MINIMUM 2 CLEARANCE AROUND NOTES: S501 NOTES: S501 PIPE SEE PLAN ONCRETE BEAM OR FOOTING 0 1. INDICATED BY CJ ON PLAN REINF BARS SAME SIZE 2. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. 1. INDICATED BY EJ AS PLAN. Z Q 2. TYPICAL AT ALL MASONRY WALLS, CONCRETE WALLS AND COLUMNS UNO. CONCRETE SLAB AND NUMBER AS BOTTOM 3. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. SEE PLAN PIPE LONGITUDINAL BARS IN CONT FOOTING STOP OF FOOTING _ 2#4 CONT— 'a i' EL SEE PLAN �� � TOP OF FOOTING LASS LASS B EL SEE PLAN OR 77FINISH ISH GRADE PAVERS 1 4 , P LAP LA EE CONCRETE SLABS CONCRETE SLAB J ARCH AND CIVIL SEE PLAN FINISH FLOOR z SEE PLAN r7 L) �° CORNER BARS TO MATCH } TOP OF FOOTING m Ow 1SIZE, QUANTITY AND SPACING 0IOU) EL SEE PLAN ow OF BEAM OR FOOTING REINFORCING z — 1 X11 - 71 ', 1 0 ING - " ff z z — — f (PROVIDE CLASS B TENSION LAP) B -1 CLASS 1 REINF BARS SAME SIZE AND LAP TYP. M » VAPOR BARRIER NUMBER AS LONGITUDINAL BARS 8 MIN COMPACTED M FILL LASS " » f, , N TIES, SEE SCHEDULE 1 -6 LAP MIN MIN M GOVERNS ER SEEGITUDINAL SC SCHEDULE ARS TYPICAL CONCRETE BEAM AND w TAIL TYPICAL STEPPED FOOTING DETAIL PIPE INTERSECT WITH FOOTING DETAIL FOOTING CORNER REINF DETAIL x TYPICAL TURNDOWN SLAB DE S501 NOT TO SCALE S501 M•••� V NOTES: S501 SCALE: " = 1'-O" S501 NOT TO SCALE H Q+ 1. INDICATED BY TD ON PLAN. 2. SLAB REINF SHALL BE CHAIRED AS REQUIRED BY LOCAL BUILDING CODES. ONCRETE BEAM OR FOOTING SEE PLAN w � 1 Q » SEE PLAN & COORDINAT V ,. #4 AT 12 OC WITH EQUIP FURNISHED +; EACH WAY TOP AND BOTTOM (EQUIP SIZE + 1'-0" MIN PROVIDE ANCHOR BOLTS, LEVELING CHANNELS, ETC Z EJ AS REQUIRED BY EQUIPMENT CORNER BARS TO MATCH CONCRETE SLAB `V FURNISHED h+�! SIZE, QUANTITY AND SPACING SEE PLAN • OF BEAM OR FOOTING REINFORCING (PROVIDE CLASS "B" TENSION LAP) VAPOR BARRIERCOMPACTED FILL Q AL CONCRETE BEAM AND W TYPIC TYPICAL EQUIPMENT PAD DETAIL K FOOTING INTERSECTION REINF DETAIL J S501 NOT TO SCALE S501 REVISIONDATE ISSUE DATE 23 MAY 2013 DRAWING TITLE TYPICAL DETAILS - _ COMMISSIONNO. 12154.02 C) _-C — 6501 mington Emresswray SHEET NUMBER CN I y — Bulld1ro B, SUM 201 l' JaCkBorMk, FL 32211 CD �� 313.049743.4633 FX:904J25.9296 S501 PAMELA L COWDEN PE 51898 FL CO A (F791 SC COA #1691 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,IN( HORIZ. JOINT REINF VERTICAL BAR POSITIONERS LOCATE AT TOP OF FIRST COURSE, ONE COURSE TOP OF WALL BELOW TOP OF WALL, AND AT 192 BAR PROVIDE 2#5 VERT MINIMUM DIAMETERS WHEN USING HIGH LIFT GROUTING OR AS NOTED ON PLAN EACH VCJ CONT TIE VERT REINF SIDE OF OPENING, BARS TO EXTEND FULL HEIGHT OF BEAM CAULKING PREMOLDED RUBBER OR SEE PLAN PVC CONTROL JOINT. U STORY IN WHICH OPENING OCCURS. GROUT CELL SOLID. TONGUE AND GROOVE N BLOCK UNITS RAKE JOINT 3/4" DEEP \ 1 VERT BAR EA VERT REINF SEE SCHED SIDE OF VCJ 3 SEE PLAN 3 DCUONR S502E LINTEL REINF HORIZ REINF SEE SCHEDULE CAULKING Z-BAR SEE PLAN HORIZ. JOINT REINF MASONRY OPENING DITTO77� SEE ARCH DWGS FOR age DOOR NOTE. LOCATIONS & DIMENSIONS c 1. MAXIMUM SPACING OF CONTROL JOINTS SHALL GROUT �w PNG NOT EXCEED 30 -0". PLAN VIEW N 0 rMa 1 C, T 2. SUBMIT CONTROL JOINT PLAN TO ARCH. FOR REVIEW. SINGLY REINF DOUBLY REINF •(j a �O2 s502 TYPICAL JAMB REINF FOR p o TYPICAL MASONRY VERTICAL OPENING IN EXTERIOR MASONRY co Q + 1 5 FINISH FLOOR CONTROL JOINT DETAIL _ — g TYPICAL VERTICAL REINFORCEMENT DETAIL C MASONRY WALL DETAIL p = TOP OF FTG NOT TO SCALE S502 SCALE: 12" = 1'-0" �O2 S502 NOT TO SCALE =IT— co a Q a DOWEL TO MATCH CALKING BOND AND INTERLOCK EACH COURSE OF EACH WYTHE AT cccu 2 VERT REINF CORNERS AND INTERSECTIONS INTERSECTING L. •+ LA BAR DIAMETERJ COVER EACH SIDE OF GREASE PORTION OF BARS WALL LAP (MIN) JOINT WITH A STRIP EXTENDING ACROSS JOINT � � VERTICAL REINFORCING OF CLEANOUT AND OF MEMBRANE WATER- AND PROVIDE CAP OR SLEEVE WALL OPENING WITHOUT VCJ SEE PLAN INSPECTION HOLES AT PROOFING TO PREVENT ON END TO PERMIT MOVEMENT. ,.,—REINF W/2#5 t5BOTTOM OF MASONRY WALL SEEPAGE THROUGH JOINT. GROUT CELL SOLID. AT REINFORCING FOR HIGH V ^ 3 Ig LIFT GROUTING � Q � r.'7 "l _-mr�r, HORIZ. BOND TYPICAL MASONRY WALL REINF. ELEVATION A BEAM REINF NOT TO SCALE S502 NOTES: BOND BEAM COURSESCOMPRESSIBLE NOTES: 1. SEE PLAN AND SCHEDULE FOR REINFORCING REQUIRED CALKING #5 CORNER BARS MATERIAL 2. PROVIDE CMU JOINT REINF AT 16"OC (NOT SHOWN FOR CLARITY) R 1. TYP AT ENDS, INTERSECTIONS AND CORNERS OFI24 3. SEE SPECIFICATIONS FOR HIGH LIFT GROUTING REQUIREMENTS. I WALLS AND SIDES OF ALL OPENINGS. a 24 2. GROUT ONLY THOSE CELL CONTAINING VERT R _ EINF UNO 3. PROVIDE 48 BAR DIAMETER LAP FOR ALL VERT BARS. TYP AT ALL FLOORS. CALKING 4. PROVIDE R TYPE PREFABRICATED CORNER AND 4 �� STANDARD I� TEE SECTIONS OF STEEL REINFORCING AT 16 �t'1"� OC TO COURSE RS BE LAPPED 24» MINIMUM WITH HORIZONTAL JOINT REINF TYPICAL MASON M RY TYPICAL CONCRETE MASONRY TYPICAL MASONRY WALL N EXPANSION JOINT DETAIL E BOND BEAM CORNER DETAIL F INTERSECTION AND C M S5o2 O R N E R DETAIL G NOT TO SCALE S502 S502 l SEE I� V GROUT LINTEL SCHEDULE TROUGH TOP OF WALL PLAN BLOCK HORIZONTAL 1-#4 FOR REINFORCING 4" AND 6" WALLS WALL DIMENSION AND REINFORCING FOR EACH 4" OF BRICK Z I SEE PLAN 8" #5 FOR OPENING = "L" MASONRY BLOCK WIDTHS PRECAST CONCRETE WIDTHS ,: 8 WALLS (F�) LINTEL LINTEL DEPTH g" WALL 10" WALL 12" WALL DEPTH 8" WALL 10" WALL 12" WALL STEEL F_il A METAL 2- 5 FOR ( 1 LATH 12' WALLS 0'-0" < L < 4'-8" 7 5/8" 2-#4 2-#4 2-#4 8" 2-#4 2-#4 2-#4 L3 1/2 X 3 1/2 X 1/4 `•/ JOINT REINF AT 16'OC 4'-8" < L < 6'-0" 7 5/8" 2-#4 2-#5 2-#5 8" 2-#4 2-#4 2-#4 L4 X 3 1/2 X 1/4 LLV LINTEL BLOCK .» » 2- 4 2-#4 2-#4 FILLED W/ 6'-0" < L < 7'-4" 15 5/8TOP AND ROT 8" 2-#4 2-#5 2-#5 L5 X 3 1/2 X 1/4 LLV Z ONw CONC GROUT TOP A D ROT TOE 4WD ROT 7'-4" < L < 8'-8" 15 5/8" 2-#4 2-#4 2-#5 809 2-#5 2-#5 2-#5CEILING L6 X 3 1/2 X 5/16 LLV _# # # SEE ARCH 8'-8" < L < 10'-0° 15 5/8" TOP A"ND BOT TOP AND BOT TOP AND BOT 80* 2-#5 2-#5 2-#6 L6 X 3 1/2 X 3/8 LLV 10'-0"< L< 12'-0" 23 5 g» L7 X 4 X 3 8 LLV [--� / TO 2 6 0 TOP 6 0 OP D T 16» TPA 5 T 2- 5 OT TOP D BOT / NOTES: 1. DO NOT USE THIS SCHEDULE IF CONCENTRATED LOADS ARE APPLIED (� 2. PROVIDE 8" BEARING AT EACH END (MIN.) FOR 7 5/8" DEPTH, 16" FOR 15 5/8" AND 23 5/8" DEPTH Z SECTION MASONRY WALL BOND BEAM DETAIL 2 3. ALL EXTERIOR LINTEL ANGLES SHALL BE HOT DIP GALVANIZED. 4. " f'm " FOR MASONRY CONSTRUCTION SHALL BE 1500 psi MIN. A SCALE: 1 " = 1'-0" S502 NOT TO SCALE S502 5. " f'c " FOR PRECAST CONCRETE SHALL BE 4000 psi MIN. 6. MASONRY AND PRECAST CONCRETE LINTEL REINFORCING SHALL BE PLACED AS SHOWN. t' 7. VERTICAL WALL REINFORCEMENT SHALL EXTEND THROUGH THE LINTEL AT THE BEARING ENDS. 8. ALL WIDTHS ARE NOMINAL DIMENSIONS. w 9. AT CAST-IN-PLACE END SUPPORTS, PROVIDE HOOKED DOWELS INTO CONCRETE WALL/COLUMN Z w THAT MATCH SIZE AND QUANTITY OF LINTEL REINFORCEMENT. 2" CLR PRECAST CONCRETE 2,, CLR a PROVIDE 180' PROVIDE 180' co HOOK HOOK � air.. •'•� •; `A ..S' LINTEL OR BOND is BEAM UNIT WIDTH SPAN WIDTH SPAN SECTION ELEVATION SECTION ELEVATION REKSIONDATE END END BEARING SEE NOTES SEE NOTES BEARING TYPICAL PRECAST LINTEL �•`" STD. 8"X8"X16" UNIT 00 2 ' CLR ISSUE DATE Lo Lo 23 MAY 2013 LINTEL OR BOND BEAM UNIT PROVIDE 180' Fl: DRAWING TITLE WIDTH N SPAN HOOK MASONRY VENEER TYPICAL SEE ARCH. DWG DETAILS I a. Ln SECTION ELEVATION END STEEL LINTEL - BEARING SEE NOTES COMMISSIONNO. SEE SCHEDULE _^ _ TYPICAL MASONRY LINTEL TYPICAL STEEL LINTELS 12154.02 CD N — - 6501 Arlington Elwressway CD �.r — Bullding B, Suite 201 SHEET NUMBER APH.904.743.4833 FX:904.725.9295 Q J JacICB011 119, FL 32211 393-048 5502 PAMELA L COWDEN PE 51898 FL COA #791 SC COA I11891 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,IN( i �I I 2X4 X BRIDGING LOCATE i AT ALL HORIZONTAL BRIDGING (MAX 10'-0"OC) BP NAIL TO HORIZONTAL J BRIDGING WITH 2-16d NAlS S; .. PLYWOOD ROOF PLYWOOD SHEATHING , DIAPHRAGM 2X4 BLOCKING BETWEEN PREFABRICATED B P TRUSSES NAILED TO ROOF WOOD TRUSS u) a DIAPHRAGM OR 2X12 JOIST 2X4 •� BLOCKING AT 2 —011 OC (u o _ Uin + + O 4 SIMPSON STC ROOF TRUSS PROVIDE ADEQUATE CLEARANCE (n 4) 1 2X TOP CHORD BRIDGINGCLIPS AT 2'-0" OC STAGGER CLIPS FOR TRUSS DEFLECTION (n c • VARIES AT "X" BRIDGING Q + o (1 TO 2) END WALL TRUSS NON—LOAD BEARING STUD WALL 2x4 "X" BRIDGING NAILED WALL PARALLEL TO TRUSS � ' LTS12/ = a MTS12 PLYWOOD SHEATHING N a H10 H 1 tCf Simpson Strong-Tie L + HWCD15NA PREFABRICATED CONNECTION N ECTI 0 N CONT 2X4 HORIZONTAL BRIDGING WOOD TRUSS 0 TRUSS/ RAFTER UPLIFT (MIN 10'-0" LONG SEGMENTS) OR 2X12 JOIST FOR V TRUSS DEFLECTION CLEARANCE O 3 TO DOUBLE TOP PLATE OR WOOD BEAM NAILED WITH 2-16d NAILS SIMPSON STC ROOF TRUSS Z Q AT EACH TRUSS AND END WALL CLIPS AT 2'-0" OC STAGGER CLIPS NON—LOAD BEARING STUD WALL SEE TRUSS MANUFACTURER FASTENERS (TOTAL) UPLIFT SHOP DRAWINGS FOR LOCATIONS MODEL QTY TO TO CAPACITY (MAX 10'-0" ) RWALL PERPENDICULAR TO TRUSS ' D RE N0. Q RAFTERS PLATES ( 133) TYPICAL X BRIDGING DETAIL AT GABLE END rA-'\N H2.5 1 5-8d 5-8d 415 S503 TYPICAL INTERIOR NON— LOAD BEARING H5 1 4-8d 4-8d 455 NOTES: STUD WALL BRACING DETAIL B S503 H1 1 6-8dX12 4-8d 490 1. TYPICAL BRIDGING DETAIL SHALL NOT BE USED TO BRACE TRUSS CHORDS WHERE THE AXIAL LOAD EXCEEDS 6,000 LBS. THE TRUSS MANUFACTURER LTS12 1 6-1Od 6-1Od 775 SHALL DESIGN TRUSS CHORD MEMBERS WITH AXIAL LOADS EXCEEDING 6,000 LBS TO SPAN THE ENTIRE MEMBER LENGTH WITHOUT LATERAL BRACING. H2.5 2 10-8d 10-8d 830 2. PROVIDE "X" BRIDGING AT MAX 20'-0"OC ALONG LENGTH OF HORIZONTAL M H10 1 8-8dX1 8-8dX1 905 BRIDGING AND AT END WALLS UNO. M 3. ALL CONTINUOUS LATERAL BRACES SHALL BE LAPPED AT LEAST TWO FEET. CV H5 2 8-8d 8-8d 910 N M H1 2 12-8dX1 j 8-8d 980 MTS12 1 7-10d 7-10d 1000 M LTS12 2 12-10d 12-10d 1550 ^ V H H10 2 16-8dX1j 16-8dX1j 1810 MTS12 2 14-10d I 14-10d 2000 CMU WALL V H SEE PLAN TRUSS TO CONCRETE UPLIFT CONNECTIONS CONCRETE SLAB ~ TYPICAL SEE PLAN FINISH GRADE low SCALE: NONE NOTES: OR PAVING FINISH FLOOR 1. ALL ANCHORS SHALL BE EMBEDDED IN CONCRETE AS RECOMMENDED BY SEE CIVIL EL 0'-0"� [--� MANUFACTURER AND HOLES SHALL BE DRILLED IN TOP PLATES TO ALLOW ANCHORS TO PASS. 2. CONNECTIONS TO STEEL BEAMS SIMILAR FOR THE FOLLOWING ANCHORS. 00 7W ^ HTT 22 HGT-2 W HD8A MTT28B 1 " 11 11 VAPOR BARRIER r 3. BP — BEARING PLATES. AT CONTRACTORS OPTION SUBSTITUTE 2� X27 Xi 3 CLR - COMPACTED FILL PLATE WASHER FOR BP Z 4. HTT/ LTT SIMILAR TO MTT. 5. THROUGH BOLTS MAY BE SHARED ON DOUBLE HDA APPLICATIONS. HDA : - �' r' CONCRETE FOOTING Q, v HOLDDOWN VALUES BASED ON 3 WIDE VERTICAL MEMBER. SEE PLAN 6. ANCHOR BOLTS IN CONCRETE MAY BE ADHESIVE ANCHORS. SEE GENERAL NOTE 24. BOLTS SHALL BE CENTERED IN TIE BEAM. ] Q ADHESIVE ANCHORS SHALL HAVE THE FOLLOWING MINIMUM EMBEDMENT AND CAPACITY. ANCHOR D.A. EMBEDMENT UPLIFT CAPACITY (133) $» # SECTIONrc 3" 10" 5300# SCALE: 4" = 1'-0" S�03 Z 8" 10" 7300# ;T REVISIONDATE ISSUE DATE 23 MAY 2013 DRAWING TITLE TYPICAL DETAILS COMMISSIONNO. = o � �� 12154.02 1 1 - = 6601 Arlington svressway SHEET NUMBER o Building B, Sults 201 cv Jaclsonville, Fl.32211 5503 o ��� 313PH:904.743.4833 FX:904.726.9296 -049 PAMELA L COWDEN PE 51898 Fl. COA #791 SC COA #1691 U) Q COPYRIGHT 2013 NOELKER AND HULLASSOCIATES,IN( j W o MECHANICAL LEGEND PROJECT GENERAL NOTES 1. PRIOR TO ORDERING OR FABRICATING ANY EQUIPMENT THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND SA SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT/ENGINEER. �, � -- X TYPE SA SUPPLY DIFFUSER WxH DUCTWORK WIDTH X HEIGHT CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL SIGNIFICANT CHANGES UPON REQUEST. x o " ADJUSTABLE PATTERN LOUVERED FACE CFM" ( ) z ARTHUR B: HILL o �a SUPPLY DIFFUSER, GYPSUM CEILINGS, 2. FABRICATE AND INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS, LATEST EDITION, FOR 1" FL PE# 56184 INTEGRAL DAMPER, "X" INDICATES NECK X"D DUCTWORK (DIAMETER OF DUCT) PRESSURE GUAGE CLASS, SEALED TO CLASS A. ALL DUCT SIZES ARE INSIDE DIMENSIONS. ALL ROUND DUCT JOINTS SHALL HAVE A SIZE, "CFM" INDICATES SUPPLY AIRFLOW. MINIMUM OF 3 SCREWS SPACED EQUALLY AROUND THE CIRCUMFERENCE. • U x ELBOW WITH TURNING VANES 3. PROVIDE CONICAL OR 45 DEGREE ENTRY FOR BRANCH DUCT TO MAIN DUCT CONNECTIONS. PROVIDE MANUAL VOLUME DAMPERS WITH " Z (PLAN, UP, DOWN) STAND-OFF QUADRANT FOR ALL DIFFUSER AND GRILLE CONNECTION TAKEOFFS UNLESS OTHERWISE INDICATED ON DRAWINGS. . 00 INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES WHEREVER POSSIBLE; MAXIMUM 30 DEGREES. W -5 °' " SR TYPE SR SUPPLY REGISTER W a LxW CURVED BLADE CEILING SUPPLY REGISTER, 4. LOCATION OF DUCTWORK IS APPROXIMATE. MAKE ADJUSTMENTS AS NECESSARY, TO AVOID INTERFERENCE WITH FRAMING, TRUSS c "CFM" ROUND ELBOW FOR ROUND DUCT, WEBBING, AND ANY OTHER UNFORSEEN OBSTRUCTIONS. SEE REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, RETURN ? .v> o N GYPSUM CEILINGS, INTEGRAL DAMPER AND RADIUS ELBOW FOR SQUARE DUCT GRILLES, AND EXHAUST GRILLES. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALL SIGNIFICANT CHANGES UPON REQUEST. " U) "LxW" cu o ® NECK ADAPETER, LxW INDICATES Z Q REGISTER SIZE, "CFM" INDICATES SUPPLY 5. ALL DUCTWORK SHALL BE GALVANIZED STEEL AS SPECIFIED. ALL DUCTWORK SHALL BE INSULATED. V L + + AIRFLOW. SEE PLANS FOR NECK SIZE. M: w I'DMITERED ELBOW 6. UNLESS OTHERWISE INDICATED, FLEX SIZE SHALL MATCH THE INDICATED DIFFUSER NECK SIZE. (� � a RG 7, RUN FLEX DROPS FULLY EXTENDED AND SUPPORT TO MINIMIZE BENDS AND SAGS. MINIMIZE FLEXIBLE DUCT LENGTHS AS MUCH AS ° M "L.xyy" TYPE RG RETURN GRILLE TRANSITION (15 DEGREE TYPICAL, POSSIBLE AND LIMIT TO LESS THAN 6'. PROVIDE ROUND METAL EXTENSIONS WHERE REQUIRED TO MEET THIS LIMITATION. Q + _ "CFM" EGGCRATE GRILLE WITH"NECK ADAPTER, MAXIMUM 30 DEGREES) .� GYPSUM CEILINGS, 1/2- X 1/2" CORE, 8. PROVIDE TRANSITIONS AS REQUIRED TO ADAPT EQUIPMENT TO DUCT SIZES SHOWN. PROVIDE FLEXIBLE DUCT CONNECTORS TO ALL c "LxW" INDICATES FACE SIZE, "CFM" MOTORIZED EQUIPMENT. c INDICATES RETURN AIRFLOW. SEE PLANS Z u N FOR NECK SIZE. BRANCH DUCT CONNECTION WITH 9. MOUNT THERMOSTATS AND OTHER CONTROL DEVICES A MAXIMUM OF 48" AS REQUIRED BY THE FLORIDA ACCESSIBILITY CODE NEAR 45' ENTRY & MANUAL VOLUME LOCATIONS SHOWN. D a DAMPER � ER 10. REFER TO ARCHITECTURAL DRAWINGS TO CONFIRM LOCATION OF FIRE RATED WALLS. PROVIDE FIRE DAMPERS AND/OR GRILLES (� cu „X" TYPE ER EXHAUST REGISTER WHERE DUCTS PENETRATE RATED WALLS. EGGCRATE GRILLE WITH INTEGRAL L_ + "CFM" DAMPER AND NECK ADAPTER, GYPSUMFLEX DUCT TAKE-OFF WITH 11. ALL MECHANICAL EQUIPMENT AND MATERIALS SHOWN ARE NEW UNLESS SPECIFICALLY OTHERWISE INDICATED. (D CD CEILINGS, 1/2" X 1/2" CORE, "LxW" SPIN-IN FITTING AND MANUAL v s INDICATES FACE SIZE, "CFM" INDICATES VOLUME DAMPER (NO SCOOP) 12. COORDINATE WITH GENERAL CONTRACTOR TO ENSURE UNDERCUT TOILET ROOM DOORS. UNDERCUT SHALL BE 1" CLEAR A.F.F. RETURN AIRFLOW. SEE PLANS FOR -� N NECK SIZE. 13. PROVIDE OPPOSED BLADE DAMPERS AT RETURNS TO ALL AIR HANDLING UNITS WHEN SHEAVES AND PULLEYS ARE NOT AVAILABLE O L ROUND DUCT CONICAL TAP WITH FOR BALANCING TOTAL SYSTEM AIRFLOW. z Q VOLUME DAMPER (DAMPER IS NOT ER-F TYPE ER-F EXHAUST REGISTER FOR 14. PROVIDE ALL PIPING REQUIRED FOR A COMPLETE SYSTEM INSTALLATION INCLUDING PRIMARY AND SECONDARY CONDENSATE LINES, ' "X" RATED CEILINGS ) AND REFRIGERANT LINES. INSULATE ALL SUCTION LINES AND INDOOR PORTIONS OF CONDENSATE DRAIN LINES. SLEEVE ALL SLAB AND „CFM" EGGCRATE GRILLE WITH INTEGRAL WALL PENETRATIONS. SIZE ALL PIPING ACCORDING TO THE AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR DAMPER AND NECK ADAPTER, FOR INSTALLATION IN 1 HOUR GYPSUM LENGTH OF RUN AND CHANGE IN ELEVATION. PROVIDE APPROVED EMERGENCY DRAIN PAN FOR ALL AIR HANDLING UNITS. CEILINGS, 1/2- X 1/2- CORE, "LxW" 15. TEST AND BALANCE HVAC SYSTEMS AS SPECIFIED. INDICATES FACE SIZE, "CFM" INDICATES ROUND BRANCH DUCT RETURN AIRFLOW. SEE PLANS FOR CONNECTION WITH 45' TAKE-OFF 16. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA MECHANICAL CODE, EDITION AS ADOPTED BY AUTHORITY HAVING NECK SIZE. JURISDICTION. TYPE EG EXHAUST AIR REGISTER MANUAL VOLUME DAMPER 17. MAINTAIN FULL CLEARANCES AS RECOMMENDED BY MANUFACTURER FOR ALL EQUIPMENT. E� 35' FIXED DEFLECTION WITH INTEGRAL "X" DAMPER, SURFACE OR DUCT MOUNT, "CFM" "X" INDICATES SIZE, "CFM" INDICATES �— BREAK LINE, RECTANGULAR DUCT EXHAUST AIRFLOW BREAK LINE, ROUND DUCT T MOUNTED SMOKE DETECTOR. E:REFER TO FIRE ALARM DRAWINGS AND � FIRE DAMPER TROL SEQUENCES. N N M T THERMOSTAT W. CONTROLS & SEQUENCE OF OPERATIONS V U X DETAIL SYMBOL. SPLIT SYSTEM HEAT PUMP TOP SHOWS TAG, Y BOTTOM SHOWS SPLIT SYSTEM HEAT PUMPS SHALL HAVE THE MANUFACTURER'S RECOMMENDED DEDICATED PROGRAMMABLE THERMOSTAT W U DETAIL SHEET. WITH AUTOMATIC CHANGEOVER AND A MINIMUM RANGE OF 55'F TO 857. AS A MINIMUM THERMOSTATA A SH LL HAVE V SEPARATE ADJUSTABLE 7 DAY 24 HR OCCUPIED AND UNOCCUPIED SCHEDULES. THERMOSTATS SHALL BE MOUNTED Z Z NEAR LOCATIONS SHOWN ON PLANS. THERMOSTAT SHALL COORDINATE WITH THE VARIABLE SPEED AIR HANDLER TO MAXIMIZE PERFORMANCE UNDER PART LOAD CONDITIONS. PROVIDE LOCK BOX. SET INITIAL PROGRAMMING TO PERFORM z THE FOLLOWING: COOLING: W w W WHEN THERMOSTAT IS SET IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE WITH THE COMPRESSOR TO MAINTAIN OCCUPIED COOLING SET POINT OF 757. ABBREVIATIONS HEATING: WHEN THERMOSTAT IS SET IN THE OCCUPIED MODE, THE SUPPLY FAN SHALL OPERATE WITH THE COMPRESSOR TO AFF ABOVE FINISHED FLOOR EF EXHAUST FAN R OR RA RETURN AIR MAINTAIN OCCUPIED HEATING SET POINT OF 68'F. z AHU AIR HANDLING UNIT E.S.P. EXTERNAL STATIC PRESSURE RH RELATIVE HUMIDITY Q THE ELECTRIC HEATER SHALL CYCLE WITH THE AIR HANDLER FOR BACK-UP EMERGENCY HEAT AND DE-FROST CYCLES Z CU CONDENSING UNIT G GRILLE S OR SA SUPPLY AIR AS REQUIRED. W <C I D OR DIA DIAMETER HP HEAT PUMP TYP. TYPICAL I � DB DRYBULB TEMPERATURE KW KILOWATT WB WETBULB TEMPERATURE (J,a DG DOOR GRILLE 12" X 12" MIN. L LOUVER WG WATER GAUGE 1 EF-1 & 2 SHALL EACH BE CONTROLLED BY DEDICATED OCCUPANCY SENSOR WITH A 15 MINUTE DELAY OFF, PROVIDED W ( ) BY DIVISION 16. -7 E OR EA EXHAUST AIR MIN. MINIMUM UC UNDERCUT DOOR (1" MIN.) EF-3 SHALL EACH BE CONTROLLED BY THE SPACE LIGHT SWITCH. EF-4 SHALL RUN CONTINUOUSLY. EF-5 SHALL BE CONTROLLED BY A LINE VOLTAGE THERMOSTAT, SET AT 80 DEGREES F, !FIRE 7ALARM CTION REVISION DATE CTION OF SMOKE, THE DUCT MOUNTED SMOKE DETECTOR IN THE AHU-1 SUPPLY AIR DUCT SHALL SHUT AIR HANDLING UNIT AND NOTIFY THE FIRE ALARM CONTROL PANEL. AHU-1 SHALL ALSO SHUT DOWN WHEN SYSTEM ACTIVATESFOR ANY OTHER REASON. a 12 AUG 2013 ISSUE DATE 23 MAY 2013 DRAWING TITLE MECHANICAL LEGEND & GENERAL NOTES I COMMISSION NO. 12154.02 SHEET NUMBER M1.1 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC v 1 N � tj ARTFitJR 13:�A1tZL " FL PE# 56184 � V (Y 00 x W QCD CD SPLIT SYSTEM HEAT PUMP SCHEDULE z FAN SCHEDULE _ 4-4 .0 o M t� to a m AIR HANDLING UNIT AHU-1 UNIT DESIGNATION EF-1 EF-2 EF-3 EF-4EF-5 z 7) + + W L FAN DATA 1 SERVICE TOILET EXH. TOILET EXH. JAN. CLOSET PAINT STORAGE MAINT. AREA -r o 0 TOTAL AIR, CFM 2,200 CFM 50 50 50 500 2,000 (n c M + OUTDOOR AIR, CFM 220 E.S.P., INCHES W.G. 0.25 0.25 0.25 0.375 0.5 o E.S.P., INCHES W.G. 0.9 MOTOR HP (WATTS) (42) (42) (42) 1/6 1/2 'a c MOTOR HP 1 DRIVE DIRECT DIRECT DIRECT BELT BELT cu 0 HEATING AND COOLING CAPACITIES FAN TYPE A A A B B COOLING DATA MAXIMUM SONES 1.0 1.0 1.0 9.0 13.0 cu g COIL E.A.T. DEG. F, (DB/WB) 79.0/65.0 INTERLOCK/CONTROL OCC. SENSOR OCC. SENSOR OCC. SENSOR RUNS CONTINUOUSLY T-STAT + TOTALCAPACITY, BTUH 58,700 ELECTRICAL V/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 120/1/60 + SENSIBLE CAPACITY, BTUH 34,800 NOTES ACCESSORIES 1,2,3,4,5 1,2, / 3,4,5 1,2,3,4,5 1,2,3,4,6 1,2,3,4 ■/�,`) � �,�; SEER OR SEER/IPLV 19 BASIS OF DESIGN MANUFACTURER COOK COOK COOK COOK COOK O L HEATING DATA BASIS OF DESIGN MODEL GC-124 GC-124 GC-124 80SON-8 150SQN-B Z Q TOTALCAPACITY, BTUH ® 47 F 55,800 HSPF 9.9 FAN TYPE: ELECTRIC HEAT, KW 9,6 A. CEILING B. CENTRIFUGAL SQUARE INLINE NO. OF STAGES 1 NOTES/ACCESSORIES: FILTER 4" MERV 13 1. PROVIDE FACTORY DISCONNECT. ELECTRICAL V/PH/HZ 240/1/60 2. PROVIDE BACKDRAFT DAMPER. 3. MOTORS SHALL BE HIGH EFFICIENCY. MCA 57 4. MOTORS SHALL HAVE INTERNAL OVERLOAD PROTECTION. MOCP 60 5. PROVIDE SPEED CONTROLLER - BACKDRAFT DAMPER - WHITE ALUMINUM GRILLE AND RUBBER ISOLATOR SUPPORT KIT, OUTDOOR UNIT HP-1 6. PROVIDE SPARK RESISTANT CONSTRUCTION WITH MOTOR OUT OF AIRSTREAM. COMPRESSOR DATA NUMBER OF COMPRESSORS 2 M OUTDOOR AIR TEMP., F 95 N ELECTRICAL V/PH/HZ 240/1/60 N M MCA - NOTE 6 35 MOCP - NOTE 6 60 BASIS OF DESIGN TRANE rte" V MODEL AHU TAM7-C60 LOUVER SCHEDULE C.7 w MODEL HP (OUTDOOR UNIT) 4TWZ-060 MARK SIZE W" x H" NET FREE AREA MAX P.D. AIRFLOW SQ. FT. (MINIMUM.) INCHES W.G. CFM FUNCTION BASIS OF DESIGN NOTES 43 2 1 05 210 STATIONARY RUSKIN 46 0. N , , , 1. PROVIDE DEDICATED POWER CONNECTION FOR EACH INDOOR AND OUTDOOR UNIT. L-1 24 X 24 1. 2. PROVIDE COMPRESSOR SHORT CYCLE STARTING PROTECTION. L-2 36 X 36 3.990.05 2,000 STATIONARY RUSKIN 1,2,3,4 3. REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED PER THE MANUFACTURER'S W RECOMMENDATIONS BASED ON DEVELOPED LENGHT OF PIPE AND CHANGE IN ELEVATION. L-3 24 X 24 1.46 0.05 500 STATIONARY RUSKIN 1,2,3,4 4. PROVIDE LOW AMBIENT CONTROLS FOR COOLING DOWN TO 35 DEG. F. 5. SCHEDULED E.S.P. INCLUDES LOSSES FOR SUPPLY AND RETURN AIR DISTRIBUTION SYSTEMS ONLY. COILS, FILTERS ETC. ARE NOT INCLUDED IN E.S.P. J--. 6, MCA AND MOCP RATED AT 230/1/60. 7. ALL HANDLERS SHALL BE VARIABLE SPEED WITH ECM FAN MOTORS. 8. PROVIDE SEPARATE HIGH EFFICIENCY 4 INCH THICK PLEATED FILTER AND HOUSING. NOTES./ACCESSORIES: Z I 1. LOUVER PERFORMANCE SHALL BE AMCA CERTIFIED. LIMIT WATER PENETRATION TO 0.01 OZ. PER SQ. FT. AT SCHEDULED AIRFLOW. Q 2. PROVIDE BIRDSCREEN. Z 3. LOUVERS SHALL BE ALUMINUM WITH WEATHER RESITANT FINISH - KYNAR OR EQUAL. 4. COLOR AND STYLE PER ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR WALL PENETRATIONS MOUNTING AND OTHER DETAILS. w W W REVISION DATE Q 12 AUG 2013 ISSUE DATE 23 MAY 2013 DRAWING TITLE MECHANICAL SCHEDULES COMMISSION NO. 12154.02 SHEET NUMBER M1.2 COPY R.ICHT 20B NOELKER AND HULL ASSOCIATES.INC L-3 L-2 ti 24x24 36x36 a N \ �--a o EXHAUST EXHAUST �- _ . LOUVER LOUVER Lo .. .s . SPRINK. 1, 1 �/ z b N w '• �` 1._ \ 124 Z d ,;• �'� `� �' ami ti� ti �: `•\�. — p N ARTHUR B. HILL MECHANIC'S DRY FL PE# 56184 AREA — 123 tooWASH I1 L- - -J W Qco W (amu � 0) EF-5 ? v '�'� •� ES 04 cu aNi Q RECEIVING ® + + / ........ W >` APPLIANCE 0 ' rn " o C STORAGE 0 v 125 500E C co + = co CD ■ �` _C 'm SPECIFIC NOTES = c MACHINE / REPAIR SHOP CONNECT EXHAUST DUCT TO EXHAUST LOUVER. PROVIDE EXHAUST 24 INCH DEEP PLENUM FULL SIZE OF LOUVER a 122OPENING. PROVIDE BIRDSCREEN. N =m c s �2 CONNECT OUTSIDE AIR INTAKE DUCT TO LOUVER. PROVIDE 24 INCH DEEP PLENUM FULL SIZE OF LOUVER OPENING. L + E PROVIDE BIRDSCREEN. ; z €F-4 2002 00 �3 MOUNT EXHAUST FAN SPEED CONTROLLERS ABOVE CEILING IN ACCESSIBLE LOCATION NEAR FAN. MARK TEST AND .� b 500E BALANCE SETTING. co ■ O4 ROUTE INSULATED REFRIGERANT LINES FROM OUTDOOR UNIT TO AHU CONCEALED IN FURRED OUT WALLS & ABOVE 0 v ti CEILING. Q O MOUNT OUTDOOR HEAT PUMP UNIT LEVEL ON CONCRETE SLAB, MIN. 3" LARGER THAN BASE OF UNIT. SECURE UNIT TO CONCRETE PAD. OPEN STORAGE O MAINTAIN NEC AND MANUFACTURERS RECOMMENDED SERVICE CLEARANCES & MANUFACTURES MINIMUM RECOMMENDED i 121 SPACING OF HEAT PUMP OUTDOOR UNIT. SERVICE CLEARANCE SHOWN AS DASHED. O ROUTE EXHAUST DUCT TO ROOF. PROVIDE ROOF JACK WITH BACKDRAFT DAMPER. I I COVERED PORCH �8 PROVIDE 24x24 DOOR GRILLE FOR TRANSFER AIR. 2002 r 12s 500E ❑ O PROVIDE 12x10 TRANSFER GRILLE ON EACH SIDE OF WALL. PROVIDE FIRE DAMPER AT WALL PENETRATION. 10 HEAT PUMP AIR HANDLING UNIT (AHU-1) MOUNTED ON STEEL ANGLE FRAME. ROUTE CONDENSATE DRAINS TO FLOOR ' e SINK. SEE DETAIL 3 ON SHEET M3.1. N 8 PROVIDE 4"0 DRYER EXHAUST DUCT AND DRYER WALL CAP WITH BACKDRAFT DAMPER. 12 MANUAL BALANCING DAMPER. JAN. 13 COORDINATE EXACT LOCATION OF ATTIC ACCESS STAIR AND DUCTWORK ABOVE TO ALLOW FOR PROPER ATTIC ACCESS 119 PAINT EQUIP. WITHOUT INTERFERENCE WITH DUCTWORK. M STORAGE N M HURRICANE ;,`o, 117 ■ CN STORAGE 120 12X12 50 ER ER SA 12X12 16X16 8f.� 250 (~, U 500 v 210 RG W Q 12X12 0 ( ) Z 150 WOODWORKING ■ `✓ - I SA PLAN STOR PAINT STOR. r_____-----1 I118 6X4 11s >� i E F00 30 � � Z W °'R 2- 02 RG - ---------- 1275 RG 12X12 0 7 X4 O RG '--� I U. 125 - 30 O 12X12 _ 15- CONE. ROOM TOILET O4 110 I v SA 108 OFFICE los (TYP) SA RG 200 I Z 8� 127 SR EF_2 8ff� 12X12 I SA `dam 6 4 ME TOILET 7 110 200 o ff + RG 8 0 8 3 111 115 12X12 0 175 125 JAN WORK AREA BREAK ROOM I W AHU-1 110 110 113 co10 T F- + W -____ ,� W RECP'T LOBBY N '� CORRIDOR R �- - `� SA d N100 00 pp 102 �` 13 j $ - ---- I SA - _ L--=� 130 0 14x12 10x12 8',o RG 20x12 N -- ----- - 1 12X12 - 175 ® _ SASA _ SA SA SA SA 8' 0 _ 8ffo 8f,0 0 F 8ff0 8ff� 8"0 ' 12 N ... WORK AREA 8 140 140 140 O 140 140 160 101 REVISION DATE SA 20x 12 14x1 2 1 8"0 ai 12 AUG 2013 100 i 12x12 RG RG ,- o RG RG _ , OFFICE RG RG !: 12X12 OFFICE 12X12 OFFICE 12X12 OFFICE 12X12 1 t06 1 12X12 OFFICE 12X12 OFFICE ISSUE DATE L------------ 140 103 140 104 140 105 140 140 107 160 126 23 MAY 2013 &'zL-1 2424 HP-1 OA INTAKE O° 5 6 ' LOUVER DRAWING TITLE - FLOOR PLAN MECHANICAL v L---J COMMISSION NO. N 12154.02 FLOOR PLAN - MECHANICAL SCALE: 3/16" = 1'-0" 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" M2.1 COPYRIGHT 201.3 NOELKER AND HULL ASSOCIATES,INC Gamy �N 1 O cq •,--+ p N ARTHITf� �9:'14ILL U:) o FL PE# 56184 I i Z INSULATION AND JACKET (AS WcD SPECIFIED) Z (U SPIN—IN FITTING E9cu m .N o (NO SCOOP) MAIN DUCT (ROUND Z p " N T SUPPLY 0 + + SIMILAR) TRANSITIO 0 S P L (V SUPPORT WITH 1 MIN. - - - p BAND CLAMP WHERE AIR DUCT SIZE SEE 0 •� o g NECESSARY TO MINIMIZE DRAWBAND ON OUTSIDE OF DRAWINGS OPPOSED BLADE U) DRAWBAND ON FLEXIBLE DUCT SAGS AND KINKS IN FLEX INSULATION AROUND JACKET OVERLAP FULL DISTANCE DAMPER m M (INNER SLEEVE) (TYP.) i I � (TYP.) OF NECK � Q + SEAL ALL INSULATION JOINTS MANUAL VOLUME DAMPER o DRAWBAND ON OUTSIDE OF AND BREAKS IN VAPOR �-- -- M INSULATION AROUND JACKET (TYP.) VOLUME DAMPER BARRIER VOLUME DAMPER (OMIT WHERE T� PROVIDED WITH DIFFUSER) _ OUTSIDE a N USE METAL ELBOW FOR ( FULLY EXTEND a x INSULATION AND TURN TO VERTICAL JACKET AS AIR DUCT (LD a,k SPECIFIED) FLEX DUCT � DRAWBAND ON NIT � MINIMUM 3 SCREWS ( AHU U (�f Z 4 EQUALLY SPACED MAIN DUCT SLEEVE) (Np,� INNER U N RETURN AIR PLENUM FULL SIZE + i 1000 (ROUND OF UNIT OPENING + + SEAL INSULATION (WITH SIMILAR) SEAL ALL INSULATION v VAPOR BARRIER TIGHT JOINTS AND BREAKS IN �'� - - - - IN WITH M SEAL INSULATION (WITH co TRAP AND CLEANOUT. TRAP N AGAINST CEILING D VAPOR BARRIER L i FULLY EXTEND VAPOR BARRIER) TIGHT O ` AGAINST CEILING DEPTH SHALL BE 2 + E.S.P. FLEX DUCT SPIN-IN FITTING Rf7ATING OF UNIT. EXTEND TO Z Q M SPIN-IN STEEL ANGLE FLOOR DRAIN. (NO\'_CEILING SUPPORT FRAME DIFFUSER OR GRILLE OVERLAP FULL DISTANCE --1-1/2" GALV. STEEL EMERG. OF NECK (TYP.) DIFFUSER OR GRILLE L CEILING DRAIN PAN HEIGHT TO ACCOMMODATE 2 VERTICAL DUCT CONNECTION DETAIL RETURN DUCT, DRAIN 1" PVC EMERG. DRAIN 1 HORIZONTAL DUCT CONNECTION DETAIL M3.1 NTS PAN AND NFPA 94, �'�-� LINE TO FLOOR DRAIN M3.1 NTS 3 UPRIGHT AHU SUPPORT DETAIL �-l NTS M N N c� z NOTE: W SIZE TO MATCH CEILING DIFFUSER W W OR REGISTER. OUTER BOX Q DIMENSION IS 3" GREATER THAN DIFFUSER OR REGISTER DIMENSION. DUCT NECK SIZE INDICATED ADAPT TO NECK ON PLAN 3" LONG COLLAR WITH CONVEX SIZE INDICATED 30 GAUGE BEAD TO MATCH SIZE OF Z GALVANIZED STEEL CONNECTING DUCT DRAIN LINE SHALL BE AT LEAST Q THE SAME SIZE AS THE Z 1/2" DRYWALL R_6 CONDENSATE DRAIN CONNECTION W Q FLANGE _-_ � 1/2"x 1/2"x 1/2" CEIL114G SECTION GRID CORE �- CEILING =_ CLEANOUT CAP OR PLUG W -- HARD CEILING NOTESW PITCH DOWN TOWARD DRAIN R-6 INTERNALLY 1. FULL FACE WITH LAY-IN FRAME FOR 24"x 24" CEILING MODULE. INDIRECT WASTE DRAW PAN ENCLOSED CONNECTION INSULATION, NO NOTE: 2. PROVIDE ADAPTER AS REQUIRED FOR DUCTED RETURN AIR APPLICATIONS. FIBER GLASS BLACK INTERIOR FINISH EXPOSED TO THE 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT CEILING SYSTEM DETAILS. AIR STREAM " 1 2TRAP PRIMER REVISION DATE / DEPTH OF SEAL REQUIRED TO OVERCOME OPERATING STATIC INSULATED REGISTER - DIFFUSER BOX 5 RETURN AIR GRILLE DETAIL CONNECTION f 4 PRESSURE DIFFERENCE SIZE PER MANUFACTURER'S 4 M3.1 NTS NTS (AS INDICATED) �a RECOMMENDATION (MIN. 2") M3.1 NOTE: DRAIN LINE SHALL BE INSULATED INSIDE BUILDING. ISSUE DATE I PIPE SIZE AS INDICATED ON PLAN 23 MAY 2013 DRAWING TITLE MECHANICAL s CONDENSATE DRAIN TRAP DETAILS NTS M3.1 COMMISSION NO. i 12154.02 SHEET NUMBER M3.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC M v N a �-yam♦, � � � SCOTT E. ROSCH con 'nFL PE# 51845•�a LEGEND GENERAL NOTES SANITARY 1. SANITARY, WASTE AND VENT PIPE AND FITTINGS SHALL BE DWV SCH 40 PLASTIC, MATERIAL AS U SPECIFIED. ? c: VENT a, co00 X 2. OFFSET VTR'S AS REQUIRED TO PENETRATE ROOF AT LOCATION AT LEAST 10' FROM AIR W PLUMBING FIXTURE SCHEDULE CLEANOUT CONDITIONING UNIT INTAKES. COORDINATE EXACT LOCATION OF AIR CONDITIONING UNITS WITH w w U) aco MECHANICAL CONTRACTOR AND ADJUST AS NECESSARY. Z ° -�o TRAP, PLAN VIEW - ITEM DESCRIPTION WASTE C.W. H.W. CW 3. REFER TO RISERS FOR PIPE SIZES NOT SHOWN ON PLAN. REFER TO SCHEDULE FOR DRAIN L9 cu � o CONNECTION SIZES. Z `U p a ;T) L + + HW 4. REFER TO ARCHITECTURAL PLANS TO CONFIRM LOCATION OF FIRE RATED WALLS. ALL ww O .� '- CD ADA WATER CLOSET, FLUSH VALVE, AMERICAN STANDARD, FLOOR MOUNTED, VITREOUS PENETRATIONS OF FIRE RATED WALLS SHALL BE MADE WITH FIRE STOPPING MATERIALS IN CHINA, SIPHON JET, 1.6 GPF, ELONGATED RIM. TRIM WITH 1.6 GPF EXPOSED FLUSH - - - HWR ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. PENETRATIONS OF ALL FIRE RATED (n M VALVE WITH ADA HANDLE AND TRAP PRIMER CONNECTION, SLOAN ROYAL #111; ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED ASSEMBLY'S UL LISTING, AS �. o P-1A COMPATIBLE, OPEN FRONT WHITE SEAT BENEKE MODEL # 523 AND STAINLESS STEEL 4 1 -- SHUT OFF VALVES APPROVED BY THE AUTHORITY HAVING JURISDICTION. + _ co HARDWARE. MOUNT WITH RIM 18" AFF, AND ROUGH IN WITH LEFT HAND COLD WATER -� RISE OR DROP - •� WHERE NECESSARY FOR HANDLE ON WIDE SIDE OF STALL. 5. SLEEVE ALL FLOOR/WALL PENETRATIONS. c ADA LAVATORY, COUNTERTOP, 4" ON CENTER HOLES, AMERICAN STANDARD PIAZZA II BRANCH UP 6. POTABLE WATER PIPING AND FITTINGS SHALL BE TYPE CPVC, AS SPECIFIED. a 1/2- P-2A 0478.403. 23-1/2" x 18" x 6-1/2" DEEP. TRIM WITH DELTA ADA SINGLE LEVER 0.5 1-1/4" 1/2" 1/2" v BRANCH DOWN 7. INSULATE HOT WATER AND COLD WATER PIPING AS SPECIFIED. INSULATION SHALL MEET FLAME & a GPM LAVATORY FAUCET AND GRID DRAIN. & TRUEBRO LAVSHIELD LAVATORY PROTECTIVE ADA ENCLOSURES. TEE SMOKE SPREAD RATINGS OF NFPA 90A. cu 2(0 COUNTERTOP SINK, SINGLE BOWL, ELKAY LUSTERTONE, DLR202210, 19" X 21-1/2' X _� ELBOW 8. SEE WATER HEATER DETAIL FOR EMERGENCY DISCHARGE, DRAIN PAN, AND OTHER PIPING + E" 10" DEEP, #18 GAUGE STAINLESS, TRIM WITH DELTA HDF SERIES, DECK MOUNTED, REQUIREMENTS. P-3 CHROME, SINGLE LEVER, 2.5 GPM FAUCET AND SPRAY, HOLE CONFIGURATION TO MATCH 1-1/2 1 j2 1/2 TRIM, STAINLESS STRAINER BASKET. 9. ISOLATION AND SHUTOFF VALVES AND STOP VALVES SHALL BE BALL VALVES OR ANGLE STOPS, 1 DETAIL SYMBOL. BRASS OR BRONZE, RATED FOR 150 PSI AT 180'. SEE SPECIFICATIONS. v N " " TOP SHOWS TAG, :� N MOP SERVICE BASIN, ACORN TERRAZZO-WARE, SQUARE STANDARD HEIGHT, 24 X24 X12 Ll BOTTOM SHOWS 10. PROVIDE WATER HAMMER ARRESTORS FOR ALL FIXTURES IN ACCORDANCE WITH PDI 201 O v P-4 DEEP WITH STAINLESS STEEL CAP & DRAIN. TRIM WITH SPEAKMAN COMMANDER SERVICE 3" 1/2" 1/2- DETAIL SHEET. GUIDELINES. L SINK FAUCET WITH VACUUM BREAKER & ADJUSTABLE WALL BRACE, 3/4" HOSE THREAD Z Q AND PAIL HOOK. 11. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS. EMERGENCY EYEWASH, WALL MOUNTED, BRADLEY S19-220DCT STAINLESS STEEL HINGED rS R 1 RISER SYMBOL. 12. ALL WATER PIPE SHALL BE RUN CONCEALED IN CHASE, WALL, BELOW SLAB OR ABOVE CEILING P-5 DUST COVER, BOWL AND PUSH HANDLE WITH EYE/FACE SPRAYHEAD WASH ASSEMBLY 3" 1/2- 1/2" TOP SHOWS TAG, EXCEPT IN MECHANICAL ROOMS OR AS OTHERWISE NOTED. WITH FLOW CONTROL, ANSI Z-358.1, PUSH HANDLE WITH HIGHLY VISIBLE YELLOW P 1 BOTTOM SHOWS RISER COATING, STAY OPEN VALVES. SHEET. 13. PRIOR TO ORDERING FIXTURES, CONFIRM DIMENSIONAL FIT-UP REQUIREMENTS FOR DWV PIPING LAYOUTS, FRAMING/MILLWORK, FAUCET TRIM HOLES, ETC. AND COORDINATE ANY REQUIRED RVB REFRIGERATOR VALVE BOX, SIOUX CHIEF, MODEL 696-1010, RECESSED WITH CW __ 1/2„ __ ADJUSTMENTS FOR PROPER FIT FORM AND FUNCTION OF EACH FIXTURE. SHUTOFF VALVE AND WATER HAMMER ARRESTER. 14. PROVIDE ALL REQUIRED FITTINGS FOR COMPLETE INSTALLATION OF EACH FIXTURE INCLUDING, WASHER VALVE BOX, WVB WATER HAMMER ARRESTOUX ERS AND CHIEF, MODEL WASTE RECEPTOR 13 OR EQUAL, WITH SHUTOFF VALVES, 2" 1/2" 1/2" BUT NOT LIMITED T0, 1/2- CHROME COPPER SUPPLIES, ESCUTCHEON PLATES, STOP VALVES, DRAINS, TRAPS, MOUNTING HARDWARE, ETC. PROVIDE CHROME/COPPER SUPPLIES FOR ALL WATER HEATER, ELECTRIC, BRADFORD WHITE LOWBOY M-1-20L6DS, 19 GAL, (240/l/60 FIXTURES. WH- SERVICE) TWO 4.5 KW (024OV) NON-SIMULTANEOUS HEATING ELEMENTS, MEETS ENERGY __ 3/4" 3/4" ABBREVIATIONS 15. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, PLUMB & FACTOR FOR ASHRAE 90.1. PROVIDE HW & CW HEAT TRAPS, MIN. 2 GAL EXPANSION LEVEL, PROPERLY SECURED & SEALED TO WALL OR FLOOR. TANK. AFF ABOVE FINISHED FLOOR 16. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE AS AQUASTAT FLOOR DRAIN, ZURN Z-415-B, CAST IRON BODY WITH ADJUSTABLE STRAINER HEAD, Fp COLLAR, NICKEL BRONZE FINISH, & TRAP PRIMER TAP. PROVIDE TRAP PRIMER 3" 1/2" FLORIDA PLUMBING CODE, LATEST EDITION ADOPTED BY AUTHORITY HAVING JURISDICTION. -- CONNECTION. CW COLD WATER LINE 17. ALL PLUMBING FIXTURES AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH FLORIDA M ACCESSIBILITY CODE. ENSURE SANITARY ROUGH-INS ARE LOCATED TO MAINTAIN ADA CLEARANCES FLOOR SINK 2 SECTIONAL GRATE,� ZURN 8 X 8 X 6 CAST IRON BODY WITH 1 HW HOT WATER LINE N AFTER FIXTURES ARE INSTALLED. SEE ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS. FS Z-1910-3, FOR INDIRECT WASTE RECEPTOR FOR INSTALLATIONS IN MECHANICAL ROOMS. 3" 1/2" -- HWR HOT WATER RETURN LINE M PROVIDE REMOVABLE BUCKET WITH STAINLESS STEEL MESH BUCKET LINER, TRAP PRIMER 18. REVIEW PLANS TO CONFIRM ADEQUATE CHASE CLEARANCE EXISTS PRIOR TO INITIATION OF CONNECTION. HWP HOT WATER RETURN PUMP WORK. HEAVY DUTY PARKING DECK DRAIN, 15" DIA. HEAVY-DUTY GRATE, CAST IRON BODY, HB HOSE BIBB x qp UNERDECK CLAMP, ZURN Z-536, SEDIMENT BUCKET WITH STAINLESS STEEL MESH 4" -- -- _.,, U I � BUCKET LINER, HY WALL HYDRANT `.J HYDRANT, WOODFORD MODEL B26, LOCK BOX FLUSH WITH EXTERIOR FINISH, WHEEL EWC ELECTRIC WATER COOLER HY HANDLE & LOOSE TEE KEY HANDLE, SELF DRAINING (HOSE REMOVED), ASSE 1052 -- 3/4" BACKFLOW PREVENTER. TYP. TYPICAL w (� WATER HAMMER ARRESTOR, STAINLESS STEEL OR COPPER CONSTRUCTION, BELLOWS FCO FLOOR CLEANOUT TYPE, PRECHARGED, RATED FOR 250 PSI, 300'F. SIZE & INSTALL PER PDI GUIDELINES `J FOR FULL PROTECTION OF ALL FIXTURES. LINE SIZE -- -- FD FLOOR DRAIN `7 FS FLOOR SINK < CO CLEANOUT ii INSULATED HOT WATER W ii LINE COOG CLEANOUT ON GRADEii C� I P & T RELIEF LINE TO VTR VENT THRU ROOF MOP SINK BELOW. AFF ABOVE FINISHED FLOOR CEILING ►--r 1t STEEL GRATE AS NEEDED SR SANITARY RISER COLD WATER LINE (WELD TO STEEL FRAME AS Z THERMOSTATIC MIXING VALVE NECESSARY) WCO WALL CLEANOUT WATER HEATER Q UNIT TAG TMV-1 WH WATER HEATER JANITORIAL ROOM OVERFLOW 3 EA. 5/8„ DIA, w MIN. FLOW, GPM 0.5 WALL PAN HOLES WR WATER RISER 2\ MAX. FLOW, GPM ® MAX. P.D. 3.6 'L'�6 6y 3 EA. 5/$" DIA. MAX. PRESSURE DROP, PSI 30 NTS NOT TO SCALE } HOLES W LOCATION P-2A, P-3 l MAKE / MODEL # LEONARD MODEL 170 � t� NOTES AND ACCESSORIES 2-1/2- X 2-1/2" X 1/4- iv' 1. CHECKSTOPS ON INLETS. STEEL ANGLE FRAMING 2. ASSE STANDARD 1017, 1070 COMPLIANT. STEEL ANGLE IRON )OINT SET AT 110'F INTEGRAL CHECK VALVES ON INLETS. FRAME (TYP1 MIN. 2 EA. 5/8„ 3. ADJUSTABLE SET POINT MITER AND DEBUR DIA. HOLES EACH 4. MANUFACTURER'S RECOMMENDED FLUSH MOUNT MIXING VALVE BOX. 1/2" DIA. ADJUST HEIGHT TO EXPOSED CORNERS SIDE 5. 1/2" WATER CONNECTIONS. BOLTS WITH ALLOW ACCESS TO (TYP.) PVC DRAIN TO WASHERS MOP SINK (TYP.) 2" X 2" X 1/4" REVISION DATE MOP SINK (TYP.) ANCHOR STEEL ANGLE TO WALL SUPPORT I MOP SINK -fl,_* 7 . ISOMETRIC ISSUE DATE N.T.S. FINISHED FLOOR 23 MAY 2013 DRAWING TITLE 1 WATER HEATER SUPPORT STAND PLUMBING SCHEDULE P 1 .1 NTS LEGEND&GEN NOTES COMMISSION NO. 12154.02 SHEET NUMBER- P1.1 UMBERP1.1 8/9!2013 8:66,07 AM,Simes&Rosch,LLC COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC. I M FINISHED GRADE PVC DRAIN PIPING a N a, N HEAVY-DUTY SCORIATED CAST IRON ❑ COVER WITH "CO" CAST IN PLACE � z11,7Cz7 � wM sPRINK. 18"08"x6" THICK CONCRETE PAD 14 PROVIDE GASKETED I PLASTIC LIDz o ° ••- p o SCOTT E. ROSGM CLEANOUT PLUG GRADE OR PAVING PE FL 51845 30 GALLON PLASTIC # APPLIANCE TESTING I- - FILL I CONTAINER CONTAINER MECHANIG'S AREA FOR TESTING I DRY I a a a e a ' W TH RIVERROCK I AREA ONLY OF TENANT a . • • . ' 0 o a o f PROVIDE DRAIN HOLES IN V WASHING MACHINES L — o ° • ° • ° • ° - I o 0 0 o BOTTOM HALF, SIDES AND ? o d 119 AWASH • ♦ • . I WV I 2„ VTR ! o o a o I BOTTOM W �. 09 �' - ADJUSTABLE ! o 0 0 0 l W o ❑ HOUSING ------ - - - -� Z c " RECEIVINWAPPLIANGE � o N STORAGE [] ( cu •CD 42 � W co .� 0 12 Z LL' ` + + arn " f1 o 0 3 AD 4" � 2 DRY WELL DETAIL � M a CAST IRON LONG SWEEP 1/4 BEND P2 1 NTS (NON-TRAFFIC AREA) Q + FOR END OF LINE CLEANOUT; OR 2- o WAY FITTING FOR 2-WAY CLEANOUT. C ❑ GRADE OR PAVING 7- T Q. a MACHINE L x REPAIR r SHOP � NOTES: HEAVY-DUTY SCORIATED CAST IRON N m LD COVER WITH "CO" CAST IN PLACE cu 2-WAY CLEANOUT SHOWN, USE SIMILAR ACCESS CONFIGURATIONL + E N FOR STANDARD END OF THE LINE CLEANOUTS. 18"x18"x6" THICK CONCRETE PAD Q� 0 4>, + PROVIDE GASKETED J__-- BOTTLED WATERD 1 2-WAY EXTERIOR CLEANOUTk, illOWNER CLEANOUT PLUG a ♦ a a a a , / COOLER >, ° ° ° ° P-5 / 3 NTS (TRAFFIC AREA) ° . / ADJUSTABLE / HOUSING / o / OPEN W / STORAGE izi CWJ 1 � I COVEREDCAST IRON LONG SWEEP 1/4 BEND Q ' I CH PORCH FOR END OF LINE CLEANOUT; OR 2— 2" WAY FITTING FOR 2—WAY CLEANOUT. �P ❑ 0 ! SII 2,r vrR COOL JAN. AD !k EXTERIOR CLEANOUT ODD a 4» t( P2.1 NTS (TRAFFIC AREA) M 4" 4„ I 4„ 40° CO i P-4 �2 2 VTR 4" I M -r---= I INVERT CSD I�.� ❑ I CLEANOUT { SHOULD BE 39.5" BELOW PS OORAAGGEIP 2—WAY I 2 U SLAB F777 COOG SEE CIVIL SITE PLAN WVB I JIl 3" VTR 2" VTR 1� HIxiRIGANE » FOR LOCATION OF STORAGE 4 " STORM DRAINAGE » I 1 INVERT ® 4 2" 2 1 CLEANOUT i�� I { ►-. U SHOULD BE 2» i > Q 30" BELOW ^ » " SLAB 1 2" i <\ 1 2" J11 2" VTR 2 1 I 2 �'' I I W I PAINT STOR. PLAN STOR. 2" i �� P-2A i I W nb G-----------� `1 4., 3" ICE 2 { 3 » 1 2" 2 1 I MAKER I I 4 `r P-5 I 1 I I I 2" ►--.� Q W --------------- TOILET TC�� I RYWELL 1 / 1 ,> i 1 2» P-1A P-2 I 0 2" 4" 1 1 3 1 Z 4 ! " - I P-2A » !3 I � SEE SANITARY RISER FD FD -4-1 " I 2" 4" j 2 FD 3r, 3" 3 VTR I z SR1 3" 2" 2 2„ 0_ -vrRI I P-1A „ P-lA I, W Q P-2 e -1A 4 WCO W P2.1 `-J --� 1 / �M I 3" " W GONE Roots MECH. W 0 / STOP WORK AREA 2 11 P-3 P-4 FD 3 W D / FS 7 _ FSF-12-1] + Q 2—WAY 3" 3" �y REGPT/LOBBY r---7-, 3" COOG I CORRIDOR = 4" rS R 1 SANITARY RISER 'o' SEE CIVIL SITE NTS PLAN FOR P2.1 CONTINUATION REVISION DATE Q 12 AUG 2013 WORK AREA a I FlOi7ISSUE DATE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE --- SPECIFIC NOTES: 23 MAY 2013 �1 SANITARY SERVICE ENTRANCE. SEE CIVIL SITE PLAN FOR CONTINUATION OF EXTERIOR SERVICE. DRAWING TITLE 20 PROVIDE A SANITARY CLEAN—OUT FLUSH WITH FINISHED SURFACE. SEE DETAIL 3/P2.1. SANITARY PLAN O3 PROVIDE A 2—WAY SANITARY CLEAN—OUT (COOG) FLUSH ON GRADE. SEE DETAIL 1/P2.1. RISER& DETAILS NZ N ® COORDINATE FINAL LOCATION OF EYEWASH (P-5) WITH ARCHITECTURAL. COMMISSION NO. SANITARY PLAN - 1ST FLOOR O ROUTE DRAIN LINE FROM ICE MAKER TO EXTERIOR DRYWELL. INSULATE EXPOSED PIPING. SCALE: 3/16" = 1'-O" COORDINATE PLACEMENT WITH OTHER TRADES SO DRYWELL IS NOT IN FINISHED CONCRETE. SEE 12154.02 DETAIL 2/P2.1. 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" P2.1 8/9/2013 1:26,46 PM,Slmes&Rosch,LLC COPYRIGHT 2013 NOELKEK AND HULL ASSOCIATES,INC ASSE 1070 MIXING VALVE HY COLD WATER SUPPLY c1---- --•--- - ---� o 0 VI N ❑ T V TEMP./PRESS. sPRIr�`.14 RELIEF VALVE ISOLATION � , HOT WATER LINE /� VALVE I °� /r EXTEND FULL SIZE TO HOT WATER SUPPLY MOP SINK WITH VISIBLE z o ° a � 3/ -� FROM WATER HEATER „ .� " SCOTT E. ROSCH APPLIANCE TESTING TERMINATION AS INDIRECT MECHANIC'S I AREA FOR TESTING DRY WASTE TO MOP SINK. FL PE# 51845 AREA ONLY OF TENANTI b WASHING MACHINES L —_ (TYP. OF 2) WASH v - r - - ---a-- wv6 z I- - g EXPANSION ' X I 1/2" O ❑ TANK W a " rn m I BELOW DRAIN VALVE I I W GRADE (n I 1 24 GAUGE GALVANIZED H C ? " 5 -2) M STEEL PAN OR HIGH (D o AD IMPACT PLASTIC 1-1/2- FOR CAPACITY SEE Z p `° ' RECEIVIWAPPLIANCE ® DEEP PLUMBING FIXTURE + + sroRA6E SCHEDULE W O „ 1 O > � o 0 U) � N NOTES: a + I 1) PROVIDE HEAT TRAPS ON INLET & OUTLET IF NOT INTEGRAL WITH UNIT.03 o 2) PROVIDE 2.0 GALLON (MIN.), 150 PSIG WORKING PRESSURE, PRECHARGED EXPANSION TANK. CD .9; 3) INSTALL PER MANUFACTURER'S INSTRUCTIONS. a 4) USE COPPER PIPE WHERE RECOMMENDED BY MANUFACTURER HAND WASHING cc N LAVATORY/SINKMACHINE REPAIR �. N a LOWBOY WATER HEATER DETAIL cu 38 �2.2 co m NTS N 133 1 r--,--� +OWNER FURNISHED BOTTLED WATER 3 ANTI-SCALD DEVICE Ile +1 COOLER co 1 P-5 �.2NTSTYPICALP-5 jz N I 10 ❑ 0 z a OPEN 5TORAOE 1 3/4" CW -4131 COVERED COVER PORCH FINISHED GRADE 136 WATER HAMMER ARRESTOR SIOUX CHEIF OR HOSE BIBB SUPPLY HOT COLD EQUAL FITTINGS WITH COLOR CODED HANDLES 1 ❑ _ RECESSED HOUSING GUY GRAY OR EQUAL PVC BOX - UNPAVED 2" STAND PIPE AREAS CAST IRON BOX - LL w 12" x 12" ACCESS PANEL ------ AD PAVED AREAS a z PAI 5TORA6E X N I 2" VENT w CPVC PIPE CLI I M P-4 7 BRONZE GATE VALVE a M Z - FINISHED J 2 P-TRAP - - - - - - q— - - - HY ❑ FLOOR M 3 /4" NOTE: SEE SPECIFICATIONS FOR VALVE AND VALVE CLEANOUT / BOX REQUIREMENTS • -w I i (TYP.) NTE 5TOR&E I t 2 VALVE BOX DETAIL 1. LENGTH PER WASHING MACHINGE MANUFACTURER'S RECOMMENDATIONS, BUT NOT LESS THAN 18". �j U I ' v / __7 I I P2 2 NTS 2. PROVIDE ASSESSABLE WATER HAMMER ARRESTORS FOR HW AND CW SUPPLY. "3 a,— 4 3/4 / 4 UTILITY WALL BOX FOR CLOTHES WASHER VFPAI�NT ❑ P2.2 NTs ZICE MAKER PLAN STOR.HY 144 1-1/2" C 3/4" CW & LL- PRIMER 3/4" H 2" 2" 1/2" HW 1/2" � RVB2 p--------------- OFFICE - - - - - - - - 1 RV5U-0 13, P-1 A P-2 3/4„TOILET FD 4cl SPECIFIC NOTES:P- P-1A TOILETILA L TMV-1 � WRKAREA I O 2" MAIN CW RISER UP TO CEILING CAVITY, ROUTE PIPING TIGHT AGAINST BOTTOM OF STRUCTURAL FRAMING.GO�M 5BREAK P-3ROOM I RECPrA.OBBY (TYP•) FS 5112 ® 2 2" WATER SERVICE WITH SHUT-OFF VALVE IN YARD BOX FLUSH WITH GRADE. SEE DETAIL 2/P2.2.I _n f0 97. __7 , O3 FOR CONTINUATION OF WATER SERVICE SEE CIVIL SITE PLAN.L—--=� PROVIDE 1/2" CW TRAP PRIMER LINE TO ALL FLOOR DRAINS AND FLOOR SINKS. LOCATE PRIMER VALVE AT NEAREST 103 FLUSH VALVE TOILET PER ASSE 1044 AND MANUFACTURER'S RECOMMENDATIONS FOR FLOOR DRAINS AND MAIN TAP FOR FLOOR SINK. UF1 PROVIDE CODE REQUIRED TEMPERATURE LIMITING DEVICE MOUNTED BELOW LAVATORIES OR SINKS. SEE DETAIL 3/P2.2. © PROVIDE SHUT-OFF VALVE UPSTREAM OF ALL WALL HYDRANTS IN ACCESSIBLE LOCATION (TYPICAL). REVISION DATE NOW 1101 1AREA , O7 COORDINATE FINAL LOCATION OF WATER HEATER AND ASSOCIATED WATER PIPING INSIDE JANITORIAL ROOM WITH ALL Q I 12 AUG 2013 OTHER TRADES AND WITH FINAL LOCATION OF WATER HEATER ABOVE MOP SINK. SEE DETAIL 1/P1.1 & 1/P2.2. OFFICE OFFICE OFFI(E 0 Ci:] OFFICE OFFICE ' ® PROVIDE WASHING MACHINE VALVE BOX (WVB) FOR APPLIANCE TESTING AREA FOR TESTING ONLY OF TENANT WASHING L------_----- I MACHINES. SEE DETAIL 4/P2.2. ISSUE DATE ® PROVIDE ASSE 1001 VACUUM BREAKER IN ICE MAKER CONNECTION, UNLESS INTEGRAL WITH EQUIPMENT. 23 MAY 2013 HY 10 COORDINATE FINAL LOCATION OF EYEWASH WITH ARCHITECT AND OWNER AND PROVIDE CW SERVICE TO EMERGENCY EYEWASH. DRAWING TITLE WATER PLAN � N DETAILS DOMESTIC WATER PLAN - 1ST FLOOR COMMISSION NO. f SCALE: 3/16" = V-0" 12154.02 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" P2•2 8/912013 125:04 PM,Shies&Rosch,LLC COPYRIGHT 2013 NOFLKER AND HULL ASSOCIATES,INC. V I a N ,\ Z 4 LEGEND: PROJECT GENERAL NOTES: AVID' p N lWa <SIA ��` � � o �a , FL PE# 51249 ® 2' X 2' RECESSED VOLUMETRIC FLUORESCENT LIGHT Q ELECTRICAL PANEL 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE ELECTRICAL PORTION OF THE 11. FOR EMT CONDUIT, MAXIMUM SIZE SHALL BE 2 INCHES. EMT CONDUIT SHALL NOT FIXTURE. PROJECT. THIS INCLUDES, BUT IS NOT LIMITED T0: TEMPORARY ELECTRIC SERVICE AND BE USED BELOW GRADE, OUTSIDE, IN CONCRETE, WHERE EXPOSED TO DAMAGE, OR FOR U DISTRIBUTION FOR CONSTRUCTION PURPOSES; PERMANENT BUILDING SERVICE ENTRANCE EXPOSED WORK IN AREAS WITHIN 8 FEET OF FLOOR. PROVIDE COMPRESSION TYPE Z DISCONNECT. "30/2/30" REPRESENTS "AMPS /POLES EQUIPMENT AND FEEDER DISTRIBUTION; TRENCH EXCAVATION, PUMPING, BACKFILLING AND FITTINGS. 4' INDUSTRIAL FLUORESCENT LIGHT WITH REFLECTOR ED-, / FUSE SIZE ". A FUSE SIZE OF "NF" INDICATES A COMPACTION FOR ALL UNDERGROUND ELECTRICAL WORK; BUILDING INTERIOR PANELBOARDS W AND WIRE GUARD. 30/2/30 NON-FUSED DISCONNECT. PROVIDE NEMA 3R AND RELATED FEEDER AND BRANCH CIRCUITS; ELECTRICAL DISCONNECTS, DEVICES, BOXES, 12. PVC CONDUIT SHALL ONLY BE USED IN THE GROUND OR CONCRETE SLAB AND W (n Q ° ENCLOSURES FOR ALL OUTSIDE DISCONNECTS. SWITCHES, AND LIGHTING FIXTURES; EMPTY CONDUITS AND OUTLETS FOR TELEPHONE AND SHALL BE SCHEDULE 40. ALL ELLS TURNING UP OUT OF THE EARTH OR CONCRETE p COMPUTER SYSTEMS; COMPLETE FIRE ALARM SYSTEM; AND COORDINATION WITH THE SLAB SHALL BE ASPHALTUM OR PVC COATED RIGID GALVANIZED STEEL CONDUIT. Z ,� o ® 4' SURFACE MOUNT FLUORESCENT LIGHT STRIP OR ELECTRIC UTILITY, OTHER CONTRACTORS, THE ARCHITECT AND OWNER. a UNDERCABiNET FIXTURE. 13. SEE PANEL SCHEDULES AND POWER RISER DIAGRAM ON SHEETS E5.1 AND E6.1 •� COMPUTER OUTLET. PROVIDE PER RISER ON SHEET 2. FOR THE PURPOSES OF THIS CONTRACT, THE TERM "PROVIDE" SHALL MEAN TO RESPECTIVELY, FOR SIZE OF ALL CONDUCTORS AND CONDUIT. ' Z (� + + 0 E7.2. BOX AROUND SYMBOL REPRESENTS FLOOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, TRANSPORTATION, AND SUPERVISION REQUIRED W 0 ,O > o MOUNT W/ COVER. TO FURNISH AND INSTALL. 14. NO MORE THAN 2 PHASE CONDUCTORS ON ALTERNATING o C ( N TING HOT LEGS) SHALL BE (n N COMBINED IN ONE HOMERUN CONDUIT. PROVIDE A DEDICATED NEUTRAL FOR ALL U) c WALL MOUNT LIGHT FIXTURE. 3. APPLY FOR, OBTAIN, AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION CIRCUITS WITH A NEUTRAL. t. TELEPHONE OUTLET. PROVIDE PER RISER ON SHEET -- CERTIFICATES, AND PAY FOR ALL FEES ASSOCIATED WITH ESTABLISHING ELECTRIC AND Q + X84" ABO NUMBER, !F PROVIDED, REPRESENTS HEIGHT TELEPHONE SERVICE. 15. EXCEPT AS NOTED OTHERWISE, ALL ELECTRICAL DEVICE AND JUNCTION BOXES o ABOVE FINISHED FLOOR (IN INCHES). � .� SHALL BE MADE OF GALVANIZED STEEL. BOXES FOR WEATHERPROOF AND WATERTIGHT c O RECESSED FLUORESCENT OR LED LIGHT FIXTURE. 4. THE NATIONAL ELECTRICAL CODE, NATIONAL ELECTRIC SAFETY CODE, NECA STANDARD APPLICATIONS OR IN CONCRETE SHALL BE MADE OF CAST METAL. PROVIDE PULLBOXES STANDARD TELECOMMUNICATIONS OUTLET WITH ONE CAT OF INSTALLATION, AND FLORIDA BUILDING CODE (EDITIONS ADOPTED BY AHJ), SHALL AND HANDHOLES AS NECESSARY FOR THE CIRCUITS SHOWN. 6 CABLE FOR VOICE AND ONE CAT 6 CABLE FOR DATA ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK TERMINATED WITH CAT 6 RJ-45 CONNECTORS PER SHALL ALSO COMPLY WITH OSHA, STATE, COUNTY, LOCAL OR MUNICIPAL CODE 16. WITH THE EXCEPTION OF DEVICES ABOVE COUNTERS, MOUNT RECEPTACLES, DATA, N a RECESSED FLUORESCENT LIGHT FIXTURE W/ 600 v 84" RISER ON SHEET E7,2. NUMBER, IF PROVIDED, REQUIREMENTS AND THE RULES OF THE LOCAL ELECTRIC UTILITY. SPECIFICALLY, ALL AND PHONE OUTLETS 18" A.F.F. UNLESS NOTED OTHERWISE. MOUNT SWITCHES 48" C v eM LUMEN 90 MIN. BATTERY PACK. REPRESENTS HEIGHT ABOVE FINISHED FLOOR (IN ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2008 NEC. IN CASE OF CONFLICTS, A.F.F. (TO CENTER OF SWITCH) UNLESS NOTED OTHERWISE. CONFORM TO ALL A.D.A. (� 2 e INCHES). PROVIDE 4" x 4" BOX AND MUD RING. BOX CONFORM TO THE MORE STRINGENT REQUIREMENTS. IN CASES OF CONFLICTS BETWEEN REQUIREMENTS. N THESE DESIGN DOCUMENTS AND REQUIREMENTS OF THE ABOVE CODES, CONTACT THE L + AROUND SYMBOL REPRESENTS FLOOR MOUNT W/ ENGINEER BEFORE PROCEEDING. C-1 t.- TYPE 'EM' EMERGENCY LIGHT WITH 90 MINUTE COVER. 17. PENETRATE ANY FIRE RATED WALLS, CEILINGS, AND FLOORS WITH FIRE STOPPING Q) 42 + + BATTERY. MATERIALS IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. PENETRATIONS �C 5. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW AND UNDERWRITERS' OF ALL FIRE RATED ASSEMBLIES SHALL BE MADE IN ACCORDANCE WITH THE FIRE RATED O LABORATORIES (UL) LISTED AND LABELED, UNLESS OTHERWISE NOTED. ASSEMBLY'S UL LISTING, AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. SEE C4 JUNCTION BOX, PER NEC ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANY FIRE WALLS, CEILINGS, AND FLOORS. O v 6. SUBMIT SHOP DRAWINGS, CATALOG SHEETS, OR OTHER DESCRIPTIVE DATA WITH Q o TYPE EX EXIT SIGN WITH 90 MINUTE EMERGENCY SUFFICIENT INFORMATION TO ESTABLISH DESIGN, QUALITY AND PERFORMANCE. SUBMIT 18. UNLESS NOTED OTHERWISE, ALL MOTORS, INTEGRAL STARTERS, CONTROL AND co ®i BATTERY. SHADED FACE REPRESENTS ILLUMINATED WIRE ARC. ARROWS REPRESENT HOMERUNS. DATA FOR: SERVICE EQUIPMENT, DISCONNECTS, PANELBOARDS, WIRING DEVICES, WIRE, MONITORING DEVICES (INCLUDING WIRE AND CONDUIT FOR CONTROL CIRCUITS), TIMERS, FACE. ARROWS REPRESENT CHEVRONS. HASHMARKS REPRESENT CONDUCTORS (LONG CONDUIT, LIGHT FIXTURES, TIME SWITCHES, AND SURGE SUPPRESSION DEVICE. PROVIDE RELAYS, PILOT DEVICES AND OTHER REQUIRED CONTROL COMPONENTS FOR MECHANICAL HASHMARK IS NEUTRAL). GROUND CONDUCTOR NOT SUBMITTALS AS A SINGLE PACKAGE. SYSTEMS WILL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. SHOWN. 7. PROVIDE EQUIPMENT NAMEPLATES FOR ALL EQUIPMENT, INCLUDING SERVICE 19. UNLESS NOTED OTHERWISE, MAKE POWER WIRING CONNECTIONS TO ALL WATER POLE-MOUNTED EXTERIOR LIGHT. -vvw- EQUIPMENT, PANELBOARDS, AND DISCONNECTS. NAMEPLATES SHALL BE ENGRAVED HEATERS, PUMPS, MACHINERY, APPLIANCES, WATER COOLERS, HVAC EQUIPMENT AND FLEX CONDUIT, PER SPECS. THREE-LAYER LAMINATED PLASTIC, WHITE LETTERS ON BLACK BACKGROUND. USE 1/8 OTHER ELECTRICALLY-OPERATED EQUIPMENT AS INDICATED OR AS REQUIRED. FURNISH INCH LETTERS FOR IDENTIFYING INDIVIDUAL EQUIPMENT AND LOADS AND 1/4 INCH AND INSTALL DISCONNECT SWITCHES, STARTERS AND PROTECTIVE DEVICES AS INDICATED LETTERS FOR GROUPED EQUIPMENT AND LOADS. FOR DEDICATED CIRCUIT POWER ON THE DRAWINGS, EXCEPT FOR ITEMS FURNISHED WITH INTEGRAL DISCONNECT SWITCHES TELEPHONE BACKBOARD OUTLETS, PROVIDE EMBOSSED ADHESIVE TAPE, WITH 1/8 INCH BLACK LETTERS ON CLEAR AND/OR STARTERS (SEE MECHANICAL AND PLUMBING SCHEDULES). SINGLE POLE TOGGLE SWITCH, 20 AMP, 120/277 VOLT, BACKGROUND. LABEL DEDICATED OUTLETS WITH NAME OF LOAD, PANEL AND CIRCUIT WITH PLATE. NUMBER. PROVIDE ARC FLASH AND SHOCK HAZARD WARNING LABELS FOR ELECTRICAL 20. DRAWINGS ARE INTENDED TO BE DIAGRAMMATIC ONLY. REVIEW ARCHITECTURAL, XX SPECIFIC NOTE EQUIPMENT PER NEC 110.16 AND NFPA-70E. CIVIL, MECHANICAL, AND PLUMBING DRAWINGS AND COORDINATE WITH OTHER CONTRACTORS TO CONFIRM EXACT LOCATION FOR LIGHTING FIXTURES, ELECTRICAL THREE WAY TOGGLE SWITCH, 20 AMP, 120/277 VOLT, 8. USE ONLY COPPER BUILDING WIRE WITH TYPE THWN/THHN (DUAL RATED) OR XHHW DEVICES, WIRING AND EQUIPMENT AND AVOID INTERFERENCES BETWEEN RACEWAYS, DUCTS, $3 WITH PLATE. INSULATION (GROUND WIRES MAY BE TYPE TW OR THW). WIRE SHALL BE SIZED AND PIPING, AND STRUCTURAL MEMBERS. RELOCATE EQUIPMENT AS NECESSARY TO MAINTAIN COLOR CODED PER THE NEC. USE #12 AWG WIRE MINIMUM FOR POWER AND LIGHTING NEC WORKING CLEARANCES AND DEDICATED EQUIPMENT SPACE REQUIREMENTS. D$ NON-ROTARY DIMMING SWITCH (RATED FOR LOAD), CIRCUITS. T 120/277 VOLT, WITH PLATE. 21. THE ABOVE NOTES APPLY TO ALL ELECTRICAL DRAWINGS. 9. ALLt C RCUITS SHALL BE RUN IN CONDUIT AND SHALL CONTAIN SEPARATE GROUNDING CONDUCTOR SIZED PER NEC TABLE 250.122. WITH THE EXCEPTION F M SINGLE POLE TOGGLE SWITCH WITH BUILT-IN 0 CONDUIT IN AIR M PLENUMSFINAL CONNECTIONS (LESS THAN 6 FEET) TO ALL MOTORS AND OTHER L-piOCCUPANCY SENSOR, 20 AMP, 120/277 VOLT, WITH VIBRATING EQUIPMENT SHALL BE MADE WITH LIQUID-TIGHT FLEXIBLE METAL CONDUIT (WITH N PLATE. GROUNDING CONDUCTOR). FLEXIBLE METAL CONDUIT OR MC CABLE (WITH GROUNDING CEILING MOUNT OCCUPANCY SENSOR PER ABBREVIATIONS: CONDUCTOR) SHALL ONLY BE USED FOR FINAL CONNECTION (LESS THAN 6 FEET) TO QO DROP-IN LIGHT FIXTURES. NONMETALLIC FLEX CONDUIT OR TUBING SHALL NOT BE USED. SPECIFICATIONS. MINIMUM SIZE FOR CONDUIT SHALL BE 1/2". UNLESS NOTED OTHERWISE, ALL CONDUIT SHALL BE CONCEALED. INSTALL ABOVEGROUND CONDUIT PARALLEL OR PERPENDICULAR AFF ABOVE FINISHED FLOOR TO BUILDING LINES. PROVIDE PULLWIRE FOR ALL EMPTY CONDUITS. U ' DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND � 1 PLATE. NUMBER, IF PROVIDED, REPRESENTS HEIGHT AHJ AUTHORITY HAVING JURISDICTION TOTALLY CONCEALED 15 AND 20A, 84" ABOVE FINISHED FLOOR (IN INCHES). 10. TYPE MC CABLE SHALL ONLY BE USED FOR AHU AIR HANDLING UNIT 120V BRANCH CIRCUITS. MC CABLE SHALL NOT BE VISIBLE ABOVE THE CEILING. HOME �Q I RUNS TO PANEL FOR THESE CIRCUITS SHALL BE IN CONDUIT. Z CRI COLOR RENDERING INDEX w �—.� DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND AND v r 1 Q PLATE, W/ BOTTOM MOUNTED 6" ABOVE COUNTER OR CU CONDENSING UNIT Z SINK. DTT DOUBLE TWIN TUBE (QUAD) EWC ELECTRIC WATER COOLER QUAD RECEPTACLE, 20A, 120V, WITH GROUND AND W PLATE GC GENERAL CONTRACTOR W W ® FLOOR MOUNTED RECEPTACLE, 20A, 120V, WITH GFI GROUND FAULT CIRCUIT INTERRUPT GROUND AND BRASS PLATE. GRS GALVANIZED RIGID STEEL NIC NOT IN CONTRACT D GFI DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND NL NIGHTLIGHT Z 84" AND PLATE. NUMBER, IF PROVIDED, REPRESENTS HEIGHT ABOVE FINISHED FLOOR (IN INCHES). A 'D' TRT TRIPLE TUBE C DESIGNATOR STANDS FOR DUSTPROOF COVER (I.E. IN WOOD SHOP) TYP. TYPICAL w �UNO UNLESS NOTED OTHERWISE GFI DUPLEX RECEPTACLE, 20A, 120V, WITH GROUND UP UNDERGROUND PRIMARY AND PLATE, W/ BOTTOM MOUNTED 6" ABOVE COUNTER W OR SINK. US UNDERGROUND SECONDARY WP WEATHER PROOF (& GFI) SPECIAL PURPOSE RECEPTACLE W/ GROUND AND PLATE. ® CARD READER FOR ACCESS CONTROL AT GATE REVISION DATE �4 SECURITY CAMERA (PROVIDED BY OTHERS) m INTERCOM STATION ISSUE DATE S WALL-MOUNTED SPEAKER FOR INTERCOM SYSTEM 23 MAY 2013 DRAWING TITLE ELECTRICAL LEGEND & GENERAL NOTES COMMISSION NO. 12154.02 SHEET NUMBER 8/8/2813 5:36:42 PM,Simes&Rosch,LLC E1.1 I COPYRIGHT 20B NOELKER.AND HLILL ASSOCIATES,INC I � !I ° ! EXISTING WAFFLE HOUSE BENCHMARK #3 \ a N & r P `\\ t ' zw �. QUALITY INN � \ Z o - `�\ V1 O DAVID W_ SIM ���. I I I I 1 FL �P�: 1249` 1 _ (n h ------------------1 i cl W --- I ! I I I I I - ---�.o -..- P 1 -38 ❑ MLP , 14 \_ a ` ;� EXIT GATE ---- 1----------------- _ _ ---------------- --------- ---- d '\ r `�� _ \ W T _ l -_____L M_ ___------- ------ - _ ' I '� \ \0 L,M \ W w to a o CN � \ v o 13 ❑ ...— o �- $1 - 9 I I \ �.` �\ \ + + oG w 1 ----------- Fall Q – CD � ------ -- f --------- UP UP -�UP ---UP ----UP--UP UP-�-UP UP--�UP -��UP UP P 1 —40 42 - - �_ ` �` '� \ \ `.�, `J'� \�\ I GV BOLLARDS 5 ' �� o ❑ `�p \ �W/,� �' cC°v \ u �, \ ` \t3 v\\ Vl M Ld �^ = 5 \ TRASH COMPACTOR \ \\ \ + a ao ) E7.1 200/2/NF L,M \ z l 3 \\= 2 `s 0 � L1 - 17 \q� `, c Q 1 O ® s (VIA PHOTOCELL) ro \\� \ T a N I .L � 1v i = 1" CONDUIT. s O \ `tea `\ *l) a CT\ (n Q'o, ---------- 6 7 'c -A 12� `�--- ---- � TO PHONEBD. i I Icu : � `� i __- ` 2-1" CONDUITS TO _ \ \ \\o o L,M r -- - --- -----q ACCESS CONTROL Ct I ip ; 12 COMPUTER °� \\r p r\ , — - �--� Q '0 :J i --- __ 1„ CONDUIT TO - /T� ° ,__ _ - - �� ` \ \;� \� \ \.\ 3 N 1 a c��� CCN HEAD END ------------ CCTV ,-.�--' l-UT r`�w"� Q -` r EQUIPMENT ' �` /� -''�J .. \. \ \\ \.\ w ` Z Q I'rN . -- P 1 -36 L'M'M o 9 ` ENTRY GATE 4 % L 1 -15 / '� r \ a 1 ' -- \ o d o LM $ E7.1 (TYP.J� 1,� (VIA PHOTOCELL) v vv f- D4 V Ll -47 l L_L— � tl N CCTV � �/ p N ° \ CAMERA \ `\ r �� 0 01) 0 A d DRY RETENTION A � �.-- � 0o \ C� 11 v 1 I v --------------------------- CPP �"-- �' -- - -- dols I � G� cn ,\ 1 I i r-1 - -------------------------- _-- L,M 112. ^ ------ --- ----- _ _Atl - L M ---------- ----------- .-.- -- - 1 ---- --------- U _ -------- -------r-=--_•—,—•--,--•—,—•--,_.--•----,,.---•---•--•—•—•--,—•--•—•—•—•—*---•—.--.—.----•—•—6 GNAW LINK FENCE 44, I I — — — —. (3.82) d tl tl a " n C_' e { - - - - - - - - - - - - - - - - -- - - - - - - - - - -- -- -- -- - - 42" RCP - - a . d INV. f4.3T) - - - - - -- - - - - - - - - - - - - - -. — - - - - - - i — — tl cpp v Z - - - - - - - - - 42 RCP 9 TRE- - - - -- - �. _ - - - DRAINAGE INLET --- II r + 42" RCP — — - -" —` -- - - -- - - - - - - GRATE (14.25) i^ I �" __ __ - - -- - - - - -- - - - - - - - - - -- - - - - - - - - -- -- - - - 6' CHAIN '-INK FENCE---- ! ENCE—� - I--- � — — — — 36" DRAINAGE MH —INV. f(4.90) N RIM ELEV=(13.68) (j,] �GA I EXISTING PAN—AM i ToB___� w w II I MINI STORAGE & tl I� BEST WESTERN a Z tl N , , 1 4 tl ELECTRICAL SITE PLAN z a tl SCALE: 1" = 20'-0" X � ? 4, I va a .A Lli Li- Q I � 4 r-�, L J U GENERAL NOTES: SPECIFIC NOTES: 1. ALL WORK ASSOCIATED WITH ELECTRIC SERVICE SHALL BE DONE IN ACCORDANCE WITH APPROXIMATE LOCATION OF EXISTING 4" CONDUIT STUB FROM EXISTING 30 SERVICE 7 PROVIDE SERVICE ENTRANCE EQUIPMENT. LOCATE AS NECESSARY TO MAINTAIN WORKING THE JEA RULES AND REGULATIONS FOR ELECTRIC SERVICE, LATEST EDITION. LOCATION AND O TRANSFORMER AT WAFFLE HOUSE SITE. LOCATE CONDUIT AND CONTINUE TO NEW MANHOLEO CLEARANCES. � CONFIGURATION OF ELECTRICAL SERVICE ARE TENTATIVE. THE CONTRACTOR SHALL PAY ALL DESCRIBED BELOW. CES. SEE POWER RISER DIAGRAM ON SHEET E6.1 FOR MORE INFORMATION. FEES NECESSARY TO ESTABLISH ELECTRICAL SERVICE. CONTRACTOR SHALL CONTACT UTILITY O PROVIDE CIRCUIT FOR SECURITY GATE MOTORS. CONFIGURATION, VOLTAGE, AND MOTOR SIZE COMPANY ENGINEER FOR SERVICE REQUIREMENTS PRIOR TO BID. IF REQUIREMENTS ARE O INSTALL UTILITY FURNISHED 3'x5' MANHOLE PER JEA RULES AND REGULATIONS. LOCATION ARE TENTATIVE. ALSO, PROVIDE 1" CONDUIT BETWEEN MOTOR AND PEDESTAL. CONFIRM DIFFERENT THAN WHAT IS SHOWN ON DRAWINGS, CONTRACTOR SHALL INCLUDE ALL COST FOR SHOWN IS ONLY APPROXIMATE. ELECTRICAL REQUIREMENTS (I.E. VOLTAGE AND HORSEPOWER) AND LOCATION WITH SECURITY REVISION DATE MODIFICATIONS AS PART OF BASE BID. CONTACT MR. HARRY GALE, JEA, (904-665-4191), GATE PROVIDER (TVP. OF 2 GATES). BEFORE PURCHASING ANY MATERIALS AND TO COORDINATE ALL WORK. O PROVIDE 2-2 SCH. 40 PVC CONDUITS BETWEEN MANHOLE AND SERVICE TRANSFORMER FOR Q 12 AUG 2013 NEW UNDERGROUND PRIMARY (UP) WHICH SHALL BE INSTALLED 42" BELOW GRADE BY O PROVIDE NEW PEDESTAL MOUNTED INTERCOM STATION AND BOX FOR CCTV CAMERA (WITH 2. FOR THIS CONTRACT, THE TERM "OWNER (CONTRACTOR" IN THE JEA RULES AND CONTRACTOR AS DIRECTED BY JEA. PROVIDE WARNING TAPE 12" BELOW GRADE. PROVIDE TRANSCEIVER FOR FIBER) AND RELATED CABLING FOR ENTRY GATE. ALSO PROVIDE ACCESS REGULATIONS IS DEFINED AS THE CONSTRUCTION CONTRACTOR. PULL WIRES. STUB UP CONDUIT INTO PRIMARY COMPARTMENT OF TRANSFORMER AS CONTROL PROXIMITY CARD READER. COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE 3. ROUTING OF UNDERGROUND CONDUITS SHOWN IS INTENDED TO BE DIAGRAMMATIC. HAND DIRECTED BY JEA. PROVIDE 90 DEGREE LONG RADIUS SWEEPS AT BOTH ENDS. JEA WILL PEDESTAL AT VEHICLE GATE. ISSUE DATE PULL THE PRIMARY CONDUCTORS AND MAKE FINAL CONNECTIONS INSIDE THE TRANSFORMER. DIG AND ROUTE CONDUIT AS NECESSARY TO AVOID STRUCTURES, TREES, UNDERGROUND � O PROVIDE INTERCOM CABLING IN 1" CONDUIT TO PHONEBOARD (CONFIRM HOMERUN LOCATION). 23 MAY 2013 UTILITIES, ETC. PROVIDE PULLBOXES AS NECESSARY AND/OR REQUIRED TO AID IN PULLING q NEW 26.4K-120/240V, SINGLE PHASE, THREE WIRE, PAD—MOUNTED TRANSFORMER SIZE AND CONDUCTORS. O EXACT LOCATION TO BE DETERMINED BY JEA). ALL WORK SHALL BE DONE IN ACCORDANCE 1 1 " O PROVIDE 1 CONDUIT AND CONTROL WIRE FROM GATE CONTROLLER AND CARD READER TO 4. ELECTRICAL SITE PLAN IS FOR ORIENTATION PURPOSES ONLY. SEE CIVIL SITE PLAN FOR WITH JEA PROCEDURE TITLED: "PAD—MOUNTED TRANSFORMERS LATEST EDITION. PER THIS ACCESS CONTROL COMPUTER IN MAINTENANCE BUILDING (CONFIRM COMPUTER LOCATION). DRAWING TITLE LOCATION OF STRUCTURES, CURBING, PAVED AREA, EXISTING UTILITIES, ETC. LOCATIONS PROCEDURE, JEA WILL FURNISH THE TRANSFORMER AND CONCRETE PAD. THE CONTRACTOR ALSO, PROVIDE SPARE 1" CONDUIT WITH PULLWIRE. SHOWN FOR EXTERIOR ELECTRICAL EQUIPMENT IS ONLY APPROXIMATE. CONFIRM EXACT SHALL PLACE THE PAD AND PROVIDE A BURIED GROUND ROD AND GROUND ELECTRODE CONDUCTOR WHICH SHALL TERMINATE IN THE TRANSFORMER'S PRIMARY COMPARTMENT 12 PROVIDE 1" CONDUIT WITH PULLWIRE FOR CCN CABLING FROM CAMERA TO CCN HEAD END ELECTRICAL 1 LOCATION PER ARCHITECTURAL AND CIVIL PLANS. (PROVIDE 4' TAIL). SEE JEA RULES AND REGULATIONS FOR SIZE OF PAD, GROUND ROD, O EQUIPMENT (PROVIDED BY OTHERS). CONFIRM LOCATION OF HEAD END EQUIPMENT. SITE PLAN 5. FOR TELEPHONE SERVICE, PROVIDE 2-4 CONDUITS AND PULL WIRE FROM THE AND GROUND ELECTRODE CONDUCTOR. CONFIRM THAT TRANSFORMER LOCATION IS ABOVE TELEPHONE BACKBOARD TO THE PROPERTY LINE (NOT SHOWN). REPAIR ALL DAMAGE TO FLOODPLAIN. ENSURE THAT FRONT OF TRANSFORMER FACES THE PARKING LOT AND THAT 13 GROUND LOOP FOR EXIT GATE CONTROL (PROVIDED BY SECURITY GATE PROVIDER) (TYP.). COMMISSION NO. SITE PER NOTE 6 BELOW. CONFIGURATION DESCRIBED IS TENTATIVE. COORDINATE EXACT THE PAD IS WITHIN 10 OF BACKSIDE OF PARKING LOT CURB. LOCATION OF EQUIPMENT AND CONDUIT AND AT&T REQUIREMENTS WITH AT&T. 14 RELOCATE EXISTING TRASH COMPACTOR SYSTEM FROM EXISTING MAINTENANCE FACILITY YARD 12154.02 j O PROVIDE CONCRETE BOLLARDS FOR TRANSFORMER PER DETAIL 5, ON SHEET E7.1 (TVP). TO NEW FACILITY (CONFIRM LOCATION WITH OWNER). PROVIDE NEW 200A 2 POLE 6. AFTER CONSTRUCTION, RETURN SURROUNDING AREA, INCLUDING GRASS, CURBS, AND DISCONNECT IN A NEMA 3R ENCLOSURE TO REPLACE EXISTING DISCONNECT. METER IS NO PAVEMENT TO ORIGINAL CONDITIONS. O PROVIDE UNDERGROUND SECONDARY TO SERVICE EQUIPMENT PER POWER RISER DIAGRAM ON LONGER NECESSARY. CONFIRM ELECTRICAL REQUIREMENTS WITH MANUFACTURER AND OWNER. A SHEET E6.1. PROVIDE NEW PEDESTAL (MADE WITH 2 1/2" RIGID CONDUIT EMBEDDED IN CONCRETE AND SHEET E NUMBER STAINLESS STEEL UNISTRUT) AND ANY OTHER NECESSARY EQUIPMENT AND DEVICES TO PROPERLY INSTALL RELOCATED EQUIPMENT. 8/8/2013 5:33:54 PM,Slrnes&Rosch,LL E2.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC I 1 I K 0 ij U w g thELI � � w SPRINK. �z4 EX ,r1 O ti M .-� N 12 DAVID "`W.' SIMS' MEGHANIC'5 a FL PES 51249 AREA 123 J C ' ♦. V B B B Z REGEIVING Q0 X APPLIANGE EM W i ' 570RA6E K D W o o 125-1 Z C c 4-a ,� C) N L7 Co V EM .: W O „ B B ® 0 > o CD (D C M D Gr + Q) C �— ❑ .� GENERAL NOTES: _ o B B B �- 1. SOME JUNCTION BOXES AND FLEX CONDUIT NOT SHOWN FOR CLARITY. PROVIDE JUNCTION a BOXES AND FLEX CONDUIT AT FIXTURES WHERE APPROPRIATE. Ccu z � MAGHINE / D 2(0 N REPAIR C 2. SWITCHES WHICH ARE BACK-TO-BACK ON COMMON WALLS SHALL BE OFFSET 6 MINIMUM TO + E AVOID SOUND TRANSMISSION. 5HOP + + 122 ------- 3. PROVIDE POWER TO ALL EMERGENCY BALLASTS BUILT INTO LIGHT FIXTURES, STANDALONE v B B B EMERGENCY LIGHT FIXTURES AND EXIT SIGNS AHEAD OF ANY SWITCHING ON THE SAME BRANCH N CIRCUIT AS NORMAL LIGHTING FOR AREA SERVED. O04 EX LED ;' " K 4. WITH THE EXCEPTION OF EQUIPMENT ROOMS, STAIRWELLS, SHOPS, AND ANY OTHER AREA ZWHERE SQ M M C D SENSORS U NDOSS ALL EN LSSPACEOS INGHT ACCORDANCECOULDAWISH SECTION 505A SAFETY OFR THE PROVIDE 010FLORIDAANCY BUILDING M CODE TO SATISFY THE REQUIREMENT FOR AUTOMATIC LIGHTING SHUTOFF (PARAGRAPH 505.2.2) IN _JE_ BUILDINGS OVER 5,000 SQUARE FEET. THE INSTALLATION SHALL ALSO MEET THE REQUIREMENTS OF ASHRAE 90.1. EM CPORGHD SENSOR TECHNOLOGIES: CEILING MOUNTED ULTRASONIC SENSORS SHALL BE USED IN AREAS -� WITH OBSTRUCTIONS (I.E. GROUP RESTROOMS AND GENERAL OFFICE AREAS WITH PARTITIONS). EF-2 OPEN CEILING MOUNTED PASSIVE INFRARED SENSORS SHALL BE USED IN OPEN AREAS (I.E. HALLWAYS STORAGE C AND HIGH CEILING AREAS). CEILING MOUNTED DUAL TECHNOLOGY SENSORS (USING BOTH 21 D TECHNOLOGIES) SHALL BE USED FOR AREAS LARGER THAN 250 SQUARE FEET. WALL MOUNTED ❑ SENSORS MAY BE USED IN ROOMS UNDER 100 SQUARE FEET WITH NO OBSTRUCTIONS. NOTE THAT AUTOMATIC CONTROL IS NOT REQUIRED FOR LIGHTING INTENDED FOR 24 HOUR OPERATION L1-9 (I.E. EMERGENCY LIGHTING AND NIGHT LIGHTS). PROVIDE MANUAL OVERRIDE, 30 MINUTE TIMER, B. AND ALL REQUIRED ACCESSORIES (INCLUDING POWER PACKS AND RELATED LOW VOLTAGE WIRING). NOTE THAT LAYOUT, IF SHOWN, 1S DIAGRAMMATIC (LAYOUT MAY CHANGE WITH MANUFACTURER AND ____ ADDITIONAL SENSORS MAY BE REQUIRED). PROVIDE SUBMITTAL WITH SENSOR LAYOUT PROVIDED K EM AN -�IdI L1-5 'P1' 'L1' ® BY VENDOR. MANUFACTURER: WATTSTOPPER OR APPROVED EQUAL. PAINT EQUIP. 3 3 D L1-11 5. ALL LIGHT FIXTURE BALLASTS SHALL HAVE AN "A" SOUND RATING. STORAGE /77 117 L1-13 6. SUPPORT FIXTURES (2 X 4 FOOT AND SMALLER) TO BE RECESSED IN REMOVABLE TILE N --] (VIA PHOTOCELL) CEILINGS (LAY-IN TYPE) FROM THE T-BAR TILE SUPPORT AND CONNECT TO REMOTE MOUNTED 4" (y o ! C C Cl Cl K SQUARE (MINIMUM SIZE, CONFORM TO NEC) JUNCTION BOXES WITH APPROVED SIX FOOT LONG, 3/8" FLEXIBLE CONDUIT "FIXTURE WHIP" WITH GROUNDING CONDUCTOR BONDED BETWEEN CONDUIT SYSTEM AND FIXTURE. EM WOODWORKING 4 7. PROVIDE ALL REQUIRED HARDWARE AS NECESSARY TO PROPERLY INSTALL LIGHT FIXTURES. x 8. PROVIDE INSULATED CEILING (I.C.) RATED FIXTURES WHERE RECESSED LIGHT FIXTURES COME Cl Cl INTO DIRECT CONTACT WITH INSULATION. PROVIDE U.L. FIRE RATED LIGHT FIXTURES FOR FIRE B C C RATED CEILINGS. CLa 9. COORDINATE LOCATION OF LIGHT FIXTURES WITH OTHER TRADES PRIOR TO INSTALLATION. W ^- 10. IMPORTANT NOTE: FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE AS REQUIRED TO MEET ( ) z-I HURRICANE ❑ 2010 FLORIDA BUILDING CODE REQUIREMENTS FOR WATTS PER SQUARE FOOT. TASK LIGHTING z 5TORAGE B M M D MAY BE REQUIRED TO MEET MINIMUM RECOMMENDED ILLUMINATION LEVELS PER IES STANDARDS. 12o I Cl C1 11. THE ABOVE NOTES APPLY TO ALL LIGHTING SHEETS. I U. PLAN 5TOR. FAINT 5TOR.G _i,6_1E I W i 1-3 '-� OFFICE. r---I RK AREA EX H H z L_� J2 J2 -- EF-1 — A A I H J2E J2E I - - A J A TOo = TOILET OM } W J2 H H 15 77 3 U K MEGH. �-, I K w ® GONF. ROOM I 112 -� A A A R GP T � E / - + F 3 LOBDY O8� F F _ 1 ioo _ r t k;� ORRIDOR —+ ® EX J2 J2E J1 J1E J1 1 'J1E �2 J1 J1 J1 J1E J1 , J1E E® REVISION DATE J J J J J J J2 J2 1 12 AUG 2013 A A A A A A A A A A A A ORK AREA 0 _ OFFICE OFFICE OFFIGE OFFICE OFFIGE ISSUE DATE __I 103 G _ _ �OI�__ � j 104 105 106 � F-107 126 _ 23 MAY 2013 DRAWING TITLE LIGHTING PLAN MAINT. BLDG COMMISSION NO. N LIGHTING PLAN - MAINTENANCE BLDG 12154.02 SCALE: 3/16" = 1'-0" 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" E3.1 8/912013 2:48:25 PM,S ores&Rosch,LLC COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC j U M 1 r , 3 Udo o \ WP ❑ 2v'Nw �/ SPRINK. 44» 44" 7 1 _14 P1-44 C/1 v M �° a FL PE 51249 -�' P 1-25 .... p o DAV11� W.,SIMES P 1-13,15 cf TANK CHEMICAL Pi-18 P 1-39 Wp � CART CHARGER S �:�_ COMPRESSOR WASHER WP CART CHARGER P 1-46 P 1-17,19 MEGHAN!G'S -41 30" CART CHARGER COMPRESSOR AREA WP CART CHARGER WP r 23 44" /��j EF-5 P 1-34 I— EF-5 30» ❑ GENERAL NOTES: w o P1-20,22 P1-21 P1-23 DRYER WP 1. SIZE OF DISCONNECTS, FUSES, CIRCUIT BREAKERS, WIRING AND CONDUIT FOR � •� N M DRILL PRESS GRINDER 3 HVAC AND OTHER MECHANICAL EQUIPMENT IS BASED ON THE MECHANICAL BASIS ... . Z w t0 OF DESIGN. IF THE ELECTRICAL DATA VARIES FROM MECHANICAL SCHEDULES (, P1-27,29 P1-48 RESIZE THE RELATED ELECTRICAL COMPONENTS PER THE NEC AND W L + + WELDER REGEIVING / > o L1-22 APPLIANCE P1-43 ® CART CHARGER MANUFACTURER'S RECOMMENDATIONS AND SUBMIT FOR APPROVAL. ''^^ •� CD WP CART CHARGER � / P1-50 5TOIR 6E P1-45 CART CHARGER AND REFRIGERATION (HACR) RATED l 2. PROVIDE HEATING, AIR CONDITIONING, o _ CART CHARGER WP CIRCUIT BREAKERS FOR CONDENSING UNIT, AIR HANDLING UNIT, AND REFRIGERATION + _ / L1-26 WP EQUIPMENT. rn o r..� C o rn 44" ❑ 3. PAINT CIRCUIT BREAKERS FOR FIRE ALARM SYSTEM AND SECURITY SYSTEM RED •c AND PROVIDE LOCK-ON. a- 4. 4. RECEPTACLES WHICH ARE BACK-TO-BACK ON A COMMON WALL SHALL BE _ a 44" OFFSET 6" MINIMUM TO AVOID SOUND TRANSMISSION. cu .28 L1--24 P 1-52 5. CONFIRM LOCATION, MOUNTING HEIGHT, AND ELECTRICAL REQUIREMENTS FOR N P1-47 ( CART CHARGER ALL SPECIAL PURPOSE AND DEDICATED OUTLETS WITH OWNER. CONFIRM EXACT s,,- + t MACHINE / WP CART CHARGER P1-54 LOCATION FOR OUTLETS NEAR CABINETS WITH ARCHITECTURAL INTERIOR ELEVATIONS y + P1-30 �� CART CHARGER AND CABINET PROVIDER. ALSO, CONFIRM LOCATION AND MOUNTING HEIGHT OF ALL REPAIR SHOP EF-4 ' ' EWC P1-49 � 22 L J = , WP CART CHARGER WP PHONE AND DATA OUTLETS WITH OWNER. -- ��; 2 6. PANELBOARDS SHALL BE NEMA PB1, WITH COPPER BUSSES AND BOLT-ONL CIRCUIT BREAKERS, AIC RATING AS INDICATED. PROVIDE TYPED PANEL SCHEDULE 0 •L COVERED Z ❑ WITH LOCATIONS OF LOADS. Q 9 P1-32 WP PORCH EF-4 7. SAFETY SWITCHES SHALL BE HEAVY DUTY, FUSED OR NON-FUSED AS INDICATED, QUICK-MAKE AND QUICK-BREAK, HORSEPOWER RATED, MINIMUM RATING 250 VOLTS A.C. L1-11 P1-56 P1-51 CART CHARGER 8. INTRUSION DETECTION SYSTEM IS PROVIDED BY OTHERS. PROVIDE BOX, " W CART CHARGER P1-58 CONDUIT AND PULL WIRE AT EACH EXIT (NOT SHOWN ON DRAWINGS). COORDINATE OPEN P1-53 � CART CHARGER WITH SECURITY SYSTEM PROVIDER FOR EXACT LOCATIONS AND REQUIREMENTS. STORAGE WP CART CHARGER WP 12i 9. THE ABOVE NOTES APPLY TO ALL ELECTRICAL POWER SHEETS. ■ TN L1-18 P1-14,16 WATER HEATER SPECIFIC NOTES: 44" 30/2/NF -- ---- C 1 T CH 'P1' 'L1' P1-55 ® CART CHARGER amwi WP CART CHARGER P1-62 O SERVICE ENTRANCE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E6.1 JA �� CART CHARGERP1-11 P1_57 WpFOR MORE INFORMATION. Cln-12 WP CART CHARGER 5 44" PUMIPC D D O COORDINATE EXACT LOCATION FOR RECEPTACLE FOR ELECTRIC WATER COOLER N P1-31 BAND SAW WITH PLUMBING CONTRACTOR. M PAINT EQUIP. P1-37 ❑ STORAGE D MISC. EQUIP. Wp 3 CONFIRM EXACT LOCATION WITH OWNER (TYP.). so �" WOODWORKING D O PROVIDE JUNCTION BOX AND 120V CIRCUIT (L1-49) FOR CCN CAMERAS. D 14 COORDINATE EXACT MOUNTING LOCATION AND HEIGHT WITH OWNER. PROVIDE P1-64 1" CONDUIT WITH PULLWIRE FROM JUNCTION BOX TO PHONEBOARD FOR ( ) U P1-33 / GARY CHARGER VIDEO CABLING, NOTE THAT CAMERAS AND CABLING ARE BY OTHERS. v L1-51 /° DRILL PRESS P1-59 / CONFIRM ELECTRICAL REQUIREMENTS WITH CAMERA PROVIDER. (TYP.). PHONEBD. P1-35 WP CART CHARGER P1-66 � i HURRIGANE D CHOP SAW CART CHARGER „ �••+� 570RA6E WP P1-61 wP O5 2-4 CONDUITS WITH PULLWIRE FOR TELECOM SERVICE ENTRANCE CABLING. Z U D CART CHARGER PROVIDE PER DETAIL 9 ON SHEET E7.2. CONFIRM EXACT LOCATION. (W Q i2o D O PROVIDE DUPLEX RECEPTACLE WITH A RECESSED FACEPLATE FOR WALL Z Z 1-2 FE-1CE MAKER MOUNT TELEVISION. ALSO PROVIDE TWO (2) 6"x6" JUNCTION BOXES WITH Q __:: l 30/2/NF BLANK FACEPLATES FOR TV SYSTEM CABLING. THE BOXES SHALL BE -----__ -- STACKED (ONE BOX SHALL BE MOUNTED AT 18" AND THE OTHER SHALL BE [— �AINT STOR. PLAN STOR. MOUNTED AT 72-). PROVIDE 2" CONDUIT BETWEEN THE TWO JUNCTION �W 1 0 I [Ila 3 BOXES. CONFIRM BOX LOCATIONS WITH OWNER. w L1-45 I 16 Ll-14 � -1 CCN MONITORS L---- O PROVIDE CEILING MOUNT 20A, 120V WEATHERPROOF RECEPTACLE AND CORD REEL WITH 30 CORD (DESIGNED FOR WET APPLICATIONS) (TYP.). L 00V_ P 1-28 L1-16 L1 0 > REFRIG » Q O$ PROVIDE COMPLETE INTERCOM SYSTEM INCLUDING CABLING, CONDUIT, MASTER O I INTERCOM STATION AT RECEPTION, INTERCOM AT ENTRANCE GATE AND 72" TOILET P1-26 SPEAKER FOR SHOP AREA. THE SYSTEM SHALL INTERFACE WITH THE PHONE TO!LET SYSTEM, WHICH SHALL ALLOW DUPLEX CONVERSATIONS WITH OFFICES, E !Oq MICROWAVE L1-41 L1-2 72 j l_� �� I CONFERENCE ROOM AND BREAK ROOM (VIA PHONE HANDSETS). Q ACCESS OFFIGE CONTROL WORK AREA COMPUTER W MOU r I2� L1-16 TELEVISION 6 O _iio 9 PROVIDE SPEAKER FOR SHOP AREA FOR INTERCOM SYSTEM PER SPECIFIC w < BREAK ROOM + NOTE 8 ABOVE. GONE. ROO $ " �13 1 10 PROVIDE CARD ACTIVATED ACCESS CONTROL SYSTEM FOR VEHICLE GATE, oe 1-1 JAN, O INCLUDING COMPUTER, CARD READER. CABLING, AND CONDUIT. ACCESS W L1-25 12 [--� L _ J J 12 AUTO. DOOR MEGH 112 CONTROL SHALL ALSO BE MONITORED AND CONTROLLED AT SECURITY OFFICE -- REGP'T / �_-_ 111 AT MAIN GATE. CONFIRM PREFERRED VENDOR AND REQUIREMENTS LOBBY k P1-5,7 CUSTOMER. CONFIRM LOCATION FOR COMPUTER. r»»w GOR.RIDOR L1-53 AHU-1 1-43 0o L1-4 [oz L1-6 FIRE ALARM L1-8 �YNF 1T 1 1 L1-10 L1-28 1 1 CCN HEADEND EQUIPMENT (PROVIDED BY OTHERS). PROVIDE CONDUIT FROM CONTROL PANEL HEADEND CAMERAS. CONFIRM LOCATION. EQUIPMENT 1 2 ACTIVATION BUTTON FOR AUTOMATIC DOOR. CONFIRM EXACT LOCATION. PROVIDE CONTROL CIRCUIT BETWEEN BUTTON AND DOOR CONTROLLER (TYP. �l OF 2). REVISION DATE WORK AREA loi OFFICE OFFIGE OFFICE OFFICE Al2 AUG 2013 L1-23 103 04 OFFICE [to j [126 - �] OFFIGE lob ' L1-21 FAX 0=5 COPIER ISSUE DATE i ------ --- 23 MAY 2013 WP DRAWING TITLE MA NER. PLAN T . BLDG P1-6,8 HP-1 COMMISSION NO. N 60/2/NF POWER PLAN - MAINTENANCE BLD 12154.02 j SCALE: 3116" = 1'-0" 0 5' 10' SHEET NUMBEP, SCALE: 3116"=1'-0" E4.1 i COPYRIGHT 2013 NOELKER-AND HULL ASSOCIATES,INC- 8/9/2013 2:49:12 PM,Simes&Rosch,LLC r ` V � a PANEL LOCA11oN: RM 125 TYPE: RECESSED, NEMA 1 MAIN BUS RATING: 600A L i G H T I N G F I XT U a PANEL -P1 MAIN CB: MLO FRAME: TYPE: BOLT-ON RE SCHEDULE g Uwe VOLTAGE: 120 240 VOLTS 1 PH, 3 WIRE _ MINIMUM AIC: 22K MARK MANUF. CATALOG NO. NO �NPE VOLT MOUNTING WATTS NOTES DESCRIPTION / INSTALLATION p r DEVICE BRANCH CIRCUIT PHASE LOAD BRANCH CIRCUIT DEVICE 2 „ N N T212 o o (KVA) v o rn cn T8 CRI 80 w :3 agz z� SERVING SERVING z.. z ''' o o. A WILLIAMS HET-X-S22-417-A-EB2/2-UNV 4 120V RECESSED 58W _ 2x2 HIGH EFFICIENCY VOLUMETRIC FLUORESCENT TROFFER WITH DUAL PREMIUM �7 o z a p o z � o o` o (4100K) ELECTRONIC BALLASTS AND FROSTED, RIBBED ACRYLIC DIFFUSERS. o � A B A B vc. 0 3 a �F- z � � � �^ \ \. 1 20 12 1/2 ** ICE MAKER (RELOCATED) 1.2 20.3 PANEL 'L1' 2 225 2 T8 CRI 80 SURFACE _ 4' 2-LAMP UTILITY GRADE INDUSTRIAL WITH PREMIUM ELECTRONIC BALLAST z o 3 » 1.2 16.7 » 4 B WILLIAMS 81-4-232-EB2-UNV-WG 2 (4100K) 120V SUSPENDED 58W AND WIREGUARD. V o o ` DAVID W. SIMESi 8 M FL PE# 5-1249 5 60 2 4 8 1 1/4 AHU-1 5.5 3.4 HP-1 3/4 10 $ 2 60 6 7 5.5 3.4 » 8 C WILLIAMS 81-4-332-EB3-UNV-WG 3 T8 CRI 80 120V SURFACE/ 87W _ 4' 3-LAMP UTILITY GRADE INDUSTRIAL WITH PREMIUM ELECTRONIC BALLAST 9 SPACE 0.6 SPACE 1 p (4100K) SUSPENDED AND WIREGUARD. 11 RECEPTACLES, RM 114 0.8 0.6 RECIRC PUMP 1/2 12 12 1 15 12C1 WILLIAMS 81-4-332-EB2/1-UNV-WG 3 T8 CRI 80 120V SURFACE/ 87W _ 4' 3-LAMP UTILITY GRADE INDUSTRIAL WITH 1-1 LAMP AND 1 2- LAMP PREMIUM Z 13 15 2 10 10 3/4 * AIR COMPRESSOR (RELOCATED) 1.2 2.3 WATER HEATER 3/4 10 10 2 30 14 (4100K) SUSPENDED ELECTRONIC BALLASTS AND WIREGUARD. PROVIDE DUAL LEVEL SWITCHING. O° co 15 » " 1.2 2.3 » » 16 T8 CRI 80 SURFACE/ 4' 3-LAMP UTILITY GRADE FULLY ENCLOSED FLUORESCENT INDUSTRIAL WITH 2 12 12 1 20 18 / W 17 15 2 10 10 3/4 * AIR COMPRESSOR (RELOCATED) 1.2 1.2 WASHER 1 D WILLIAMS 92-4-332-A-WET-SS LATCH-EB3-UNV 3 120V 87W - POLYESTER REINFORCED FIBERGLASS EXTERNAL HOUSING STAINLESS STEEL ° c (4100K) SUSPENDED Z �U LATCHES, HIGH IMPACT DR ACRYLIC LENS, AND PREMIUM ELECTRONIC BALLAST. - v -�-� .� o N 19 1.2 2.5 DRYER 3/4 10 10 3 30 20 2 o 21 20 1 12 12 1/2 * DRILL PRESS 1.0 2.5 WALL OR UNIVERSAL LED EXIT SIGN WITH 1 OR 2 FACES AND CHEVRONS AS INDICATED. » 22 EX BEGHELLt VAS-R-HT-ATX LED 120V 2W - Z "� p 23 15 1 12 12 1/2 CEILING WHITE THERMOPLASTIC HOUSING AND 90 MINUTE EMERGENCY BATTERY. (, + + * GRINDER 1.0 SPACE 24 W 25 20 1 12 12 1/2 * CHEMICAL TANK 0.2 1.0 MICROWAVE, BREAK RM 1/2 12 12 1 20 26 10W HALOGEN 0 'C .>_ o EM BEGHELLI EL-28-SE-UNV-10L 2 120V WALL OR 20W _ ARCHITECTURAL EMERGENCY LIGHT WITH FIRE RESISTANT THERMOPLASTIC HOUSING, (n o C 27 50 2 6 10 1 * WELDER 4.8 1.2 REFRIGERATOR, BREAK RM 1/2 12 12 1 20 28 (WITH FIXT.) CEILING POLYCARBONATE LENS, AND 90 MINUTE EMERGENCY BATTERY. C M 29 " 4.8 0.6 EWC 1/2 12 12 1 15 30 T8 CRI 80 Q + o 2' SURFACE MOUNT FLUORESCENT STRIP WITH ELECTRONIC BALLAST = 31 15 1 12 12 1/2 * BAND SAW, WOODSHOP 1.2 EF-4 1/2 12 12 1 15 32 F WILLIAMS 75-2-117-EBI-UNV-WG7 1 (4100K) 120V SURFACE 17W - AND WIREGUARD. o 33 20 1 12 12 1/2 * DRILL PRESS, MECH AREA 1.2 1.2 EF-5 (1/2HP) 1/2 12 12 1 15 34 -C C> 8 HI-LUM c 35 20 1 12 12 1/2 * CHOP SAW, WOODSHOP 1.2 1.9 * ENTRY GATE CONTROLLER (1 HP) 1 8 8 1 20 36 G WILLIAMS 75-4-132-EB1-UNV-WG7 1 CRI 80 4' SURFACE MOUNT FLUORESCENT STRIP WITH PREMIUM HIGH BALLAST FACTOR c * 120V SURFACE 29W - ELECTRONIC BALLAST, HI-LUMEN LAMPS, AND WIREGUARD. _ ca 37 20 1 12 12 1/2 MISC. EQUIPMENT 1.2 1.2 EXIT GATE CONTROLLER (1 HP) 1 8 8 1 20 38 (4100K) a N 39 20 1 12 12 1/2 RECP, CART CHARGER 0.6 9.0 ** TRASH COMPACTOR (RELOCATED) 2" 6 2/0 2 150 40 LEDP60-2000-CS-EDQ*AD-UNV LED " .� a H WILLIAMS 1 CRI 80 120V RECESSED 28W _ 6 LED DOWN LIGHT WITH DIMMABLE SOLID STATE DRIVER, SELF-FLANGED CLEAR 41 20 1 12 12 1/2 RECP, CART CHARGER o.s 9.0 42 (DIMMABLE) (4000K) SPECULAR REFLECTOR AND ELECTRONIC BALLAST. � C0 43 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 44 8 45 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 46 I NOT USED 47 20 1 12 1 12 1 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 48 018 + 49 20 1 12 1 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 50 J1 WILLIAMS PH60-118-CS-EB2-UNV 1 CRIW 80T 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 120V RECESSED 18W - 51 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 52 (4100K) SPECULAR REFLECTOR AND ELECTRONIC BALLAST. 0CD �,� 53 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 54 18W TR 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 0 L 3 55 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 56 J1E WILLIAMS PH60-118-CS-EB2-EM-UNV 1 CRI 80 120V RECESSED 18W - SPECULAR REFLECTOR AND ELECTRONIC BALLAST, AND INTEGRAL 90 MINUTE Z 2 M (4100K) EMERGENCY BATTERY PACK. 57 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 58 26W TRT 59 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 60 J2 WILLIAMS PH60-226-CS-EB2-UNV 2 CRI 80 120V RECESSED 52W _ 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 61 20 1 12 12 1/2 RECP, CART CHARGER 0.6 0.6 RECP, CART CHARGER 1/2 12 12 1 20 62 (4100K) SPECULAR REFLECTOR AND ELECTRONIC BALLAST.26W TRT 6" COMPACT FLUORESCENT HORIZONTAL DOWN LIGHT WITH SELF-FLANGED CLEAR 63 SPACE 0.6 RECP, CART CHARGER 1/2 12 12 1 20 64 J2E WILLIAMS PH60-226-CS-EB2-EM-UNV 2 CRI 80 120V RECESSED 52W - SPECULAR REFLECTOR, ELECTRONIC BALLAST, AND INTEGRAL 90 MINUTE 65 SPACE 0.6 RECP, CART CHARGER 1/2 12 12 1 20 66 1 (4100K) EMERGENCY BATTERY PACK. 67 SPACE SPACE 68 50W LED LED WALLPACK WITH ALUMINUM HOUSING, FULL CUT-OFF OPTICS, AND BRONZE 69 3a 2 SPD SPACE 70 K GARDCO 121-CWL-FT-50LA-CW-UNIV (6500K) 120V WALL 50W - FINISH. 71 " SPACE 72 11 OW LED LED AREA LIGHT WITH ALUMINUM HOUSING, FULL CUT-OFF OPTICS, AND BRONZE * CONFIRM ELECTRICAL REQUIREMENTS AND EXACT LOCATION FOR SHOP 21.1 21.7 46.8 41.1 TOTAL CONNECTED LOAD: 130.6 KVA L EMCO ELA16-X-3-105LA-CW-UNV 6500K 120V POLE 110W - FINISH. EQUIPMENT AND GATE CONTROLLERS. (6500K) * * NOTE THAT EQUIPMENT IS EXISTING TO BE RELOCATED. CIRCUIT TOTAL DEMAND LOAD: 135.1 KVA 25' ROUND TAPERED ALUMINUM POLE WITH CAST BASE. EPA 130 MPH �I BREAKERS FOR PANEL L1 AND TRASH COMPACTOR MAY BE SUBFEED BREAKERS. M (ULTIMATE DESIGN WIND SPEED) TO MATCH FIXTURE.) PANEL LOCATION: RM 125 FIXTURE SCHEDULE NOTES: TYPE: RECESSED, NEMA 1 MAIN BUS RATING: 225A PANEL -L1 MAIN CB: MLO FRAME: TYPE: BOLT-ON M VOLTAGE:120 240 VOLTS 1 PH, 3 WIRE MINIMUM AIC: 22K 1. UNLESS INDICATED OTHERWISE, MANUFACTURERS AND CATALOG NUMBERS LISTED 4. FOR RECESSED CAN LIGHTS, IF LIGHT FIXTURE IS TOUCHING INSULATION, MODIFY M DEVICE BRANCH CIRCUIT BRANCH CIRCUIT DEVtcE IN LIGHTING FIXTURE SCHEDULE ARE INTENDED TO ESTABLISH STANDARDS OF DESIRED CATALOG NUMBER SHOWN ABOVE AS NECESSARY TO PROVIDE INSULATED CEILING (I.C.) N PHASE LOAD DESIGN OR QUALITY AND SHALL BE THE BASIS OF BID. RATED LIGHT FIXTURE OR PROVIDE NECESSARY PROTECTION FROM INSULATION, PER N V)a_ x z z.. SERVING (�A) SERVING Z. z �'' a s AHJ. z a 3 m 0 z A B A B 0 z m S a d z 2. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS FOR WALL MOUNTED FIXTURES. 5. MODIFY CATALOG NUMBER AS NECESSARY FOR ANY RECESSED FIXTURES IN AREAS 1 20 1 12 12 1/2 LTS, RM 100,101,103-107 1.1 1.2 RECP, RM 100 1/2 12 12 1 20 2 WITH HARD CEILINGS. 3 15 1 112 12 1/2 LTS, RM 102,108-111, 113, 127 1.1 1.2 RECP, RM 100,101,103 1/2 12 12 1 20 4 3. CONFIRM FIXTURE COLORS WITH ARCHITECT. 5 1 20 1 12 12 1/2 LTS, RM 114,116-120 1.0 1.2 RECP, RM 103,104,105 1/2 12 12 1 20 6 7 20 1 12 12 1/2 LTS, RM 121-124 1.0 1.2 RECP, RM 102,105,106 1/2 12 12 1 20 8 V J 9 20 1 12 12 1/2 LTS, RM 125 0.5 1.2 RECP, RM 106,107 1/2 12 / 12 1 20 10 j 11 20 1 12 1 12 1/2 LTS, RM 126 t=Q / 0.8 1.2 RECP, RM 108 1/2 12 1 Z 1 20 12 13 20 1 12 12 1/2 LTS, PERIMETER 0.4 0.8 RECP, RM 109,113,115 1/2 12 12 1 20 14 Z V 15 20 1 8 8 1 LTS, SITE 0.8 0.8 JRECP, RM 127 1/2 12 12 1 20 16 17 20 1 8 8 1 LTS, SITE 0.7 1.2 RECP, RM 117,121,125 1/2 12 12 1 20 18 v Z Z 19 20 1 SPARE 1.0 RECP, RM 120 1/2 12 121 20 20 < 21 20 1 12 12 1/2 COPIER, RM 101 1.2 0.6 RECP, RM 122 1/2 12 12 1 20 22 23 20 1 12 12 1/2 FAX, RM 101 0.4 0.8 RECP, RM 122 1/2 12 12 1 20 24 L.0 25 20 1 12 12 1/2 AUTOMATIC DOOR, LOBBY 0.3 6 T 1 27 SPACE 0.8 RECP, RM 126 1/2 12 12 1 20 28 Q a 29 SPACE 0.8 RECP, RM 110 1/2 12 12 1 20 30 1 31 SPACE 33 SPACE SPACE 34 35 SPACE 0.1 ISPACE 36 Z 37 SPACE SPACE 38 39 SPACE SPACE 40 Q 41 20 1 12 12 1/2 ACCESS CONTROL COMPUTER 0.3 SPACE 42 Z 43 20 1 12 12 1/2 CCN HEADEND EQUPMENT 0.3 SPACE 44 W 45 20 1 12 12 1/2 CCN MONITOR 0.2 SPACE 46 47 20 1 12 12 1 CCTV CAMERA, GATE 0.1 ISPACE 48 w 49 20 1 12 12 1/2 CCTV CAMERAS, PERIMETER 0.4 1.2 SPACE 50 w 51 20 1 12 12 1/2 TELECOM BOARD 0.4 SPACE 52 53 20 1 12 12 1/2 * F►RE ALARM PANEL 0.6 SPACE 54 -+ * PROVIDE RED CIRCUIT BREAKER WITH LOCK ON. 6.7 5.0 9.0 7.0 TOTAL CONNECTED LOAD: 27.7 KVA TOTAL DEMAND LOAD: 37.0 KVA REVISION DATE Al2 AUG 2013 ISSUE DATE 23 MAY 2013 DRAWING TITLE ELECTRICAL SCHEDULES COMMISSION NO. 12154.02 SHEET NUMBER- E5.1 UMBERE5.1 8/8/2013 5:26:13 PM,Simes&Rosch,LLC COPYR.IGHT 201.3 NOELKER.AND HULL ASSOCIATES INC V N aCrr N Z CV \, _ P4 � .-, cl, .1 " DAVID 'W: SIuIES �� a FL.P�#.51248\- Z E •�+ o M .N 42 co L + + OUTSIDE , MAINTENANCE W 0 O ' o BUILDING .N n ci) c �' � N O INSIDE SHOP a AREA �_ C) _ c m FL N cn o ENCLOSED cu PANEL PANEL CIRCUIT 'P1' 'L1 BREAKER ' 10 + + 2 120/240V j cn C.T. 600A, 10, 3W cm a !2 clq CABINET 600A 225A 0 v SPD A120/240V 120/240V Z Q 11 1 3 � 7 GROUND FLOOR 1 9 E7.1 1 TO PRIMARY MANHOLE M N N - M POWER RISER DIAGRAM ? V NOT TO SCALE z � w Q V z z SPECIFIC NOTES: GENERAL NOTES: w w w Ca OPRIMARY SERVICE LATERAL. SEE ELECTRICAL SITE PLAN ON SHEET E2.1 FOR MORE 7 PROVIDE 2 SETS OF 3-350 KCMIL CONDUCTORS AND #1 AWG GROUND, EACH IN A 1. UNDERGROUND CONDUIT MAY BE SCHEDULE 40 PVC (VERSUS GRS). TRANSITIONS TO > INFORMATION. O 3" CONDUIT MID.). ABOVEGROUND SHALL BE MADE WITH PVC COATED RIGID STEEL OR WITH RIGID STEEL CONDUIT COATED WITH 2 COATS OF ASPHALTIC MASTIC. O2 NEW 120/24OV, PAD—MOUNTED TRANSFORMER AND CONCRETE PAD. SEE O PROVIDE 100% RATED 600A, 2 POLE ENCLOSED CIRCUIT BREAKER, RATED 42KAIC IN ELECTRICAL SITE PLAN ON SHEET E2.1 FOR MORE INFORMATION. NEMA 3R ENCLOSURE. ENCLOSED CIRCUIT BREAKER SHALL BE SUITABLE FOR USE Z AS SERVICE EQUIPMENT. BOND NEUTRAL AND EQUIPMENT GROUNDING BUSSES. OPROVIDE 120/24OV, SINGLE PHASE, THREE WIRE UNDERGROUND SECONDARY (US): 2 SETS OF 3-350 KCMIL CONDUCTORS, EACH IN A 3" CONDUIT FROM RISER POLE O PROVIDE #3/0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR. BOND 70 Z DESCRIBED ABOVE TO THE SERVICE ENTRANCE EQUIPMENT. ALSO, PROVIDE SPARE GROUND ROD AND ALL OTHER AVAILABLE GROUND ELECTRODES, PER DETAIL 1, 3" CONDUIT WITH PULLWIRE AND CAPS FROM TRANSFORMER TO BUILDING. AVOID SHEET E7.1, NEC SECTION 250, LOCAL CODES, AND SPECIFICATIONS. `w EXISTING UTILITIES. PROVIDE WARNING TAPE 12" BELOW GRADE, PER NEC. PROVIDE 90 DEGREE LONG RADIUS SWEEPS AT BOTH ENDS. STUB UP CONDUIT 1O PROVIDE A SURGE PROTECTION DEVICE (SPD). THE SPD SHALL BE RATED FOR AT INTO TRANSFORMER AS DIRECTED BY JEA. JEA WILL MAKE FINAL CONNECTIONS AT LEAST 100KA, PER MODE, SURGE CURRENT (SINGLE PULSE SURGE CURRENT FOR w THE TRANSFORMER. AN 8X20 mS WAVEFORM). MAXIMUM UL 1449 3RD EDITION CLAMPING VOLTAGE (C3, w 20KV, 10kA, COMBINATION WAVE) SHALL BE 450 VOLTS L—N AND 800 VOLTS L—L. [�L OPROVIDE ALUMINUM C.T. ENCLOSURE PER UTILITY STANDARDS FOR ELECTRIC SERVICE. THE SPD SHALL HAVE VISUAL FAULT INDICATION AND SHALL MEET UL 1449, ENCLOSURE SHALL BE APPROVED BY UTILITY. PROPERLY GROUND ENCLOSURE PER CURRENT EDITION. THE SPD SHALL ALSO MEET UL 96A PARAGRAPH 13.1 NEC SECTION 250 AND LOCAL STANDARDS. REFER TO JEA RULES / REGULATIONS, REQUIREMENTS. SECTION 7, FOR MORE INFORMATION. PROVIDE 1 1/2" 1 1 PROVIDE 3—#4/0 AWG CONDUCTORS AND #4 AWG GROUND INA 2" CONDUIT. GRS CONDUIT AND CT CONDUCTORS PER UTILITY STANDARDS. 5 6 INSTALL UTILITY FURNISHED CT METER SOCKET IN NEMA 3R ENCLOSURE. PROPERLY REVISION DATE GROUND METER SOCKET PER NEC SECTION 250 AND LOCAL STANDARDS. ISSUE DATE 23 MAY 2013 DRAWING TITLE POWER RISER DIAGRAM COMMISSION NO. I 12154.02 SHEET NUMBER i E6.1 COPYRIGHT 2013 NOELKER.AND HULL ASSOCIATES,INC 8/8/2013 5:25:53 PM,Vmes&Rosch,LLC N l � v� 13 zY sd �O/ cq DAVID W. $IMES SERVICE MAIN BONDING JUMPER. MAY FL PE# 51249 r > DISCONNECT BE COPPER CABLE OR i EQUIVALENT BUS BAR WITH REMOVABLE LINK. Cs • G N Z EFFECTIVELY ,� x EXPOSED GROUNDED TYPICAL GROUNDING ® W (nCD BLDG. STEEL ELECTRODE CONDUCTOR. Z c 2 SERVICE ENTRANCE E7.1 EQUIPMENT COPPER 000° Z CD a � FULL—SIZED GEC (SEE GROUNDING BAR TO MAIN SVC ° 0 (� L + + POWER RISER FOR SIZE) FULL—SIZED GEC DISCONNECT 19,10 p W FULL—SIZED GEC \ ° 0 O (D > o p �� o � #6 AWG p 00000 0� 0 --- - -- �1 ------ -- 0 o °0 Q _ #4 AWG FLOOR _ p 0 0 0 °p 0 0 GRADE S 0 p °�0 = (� o d 12" x 4" x 1/4" COPPER INSULATED a? a GROUND BAR u B p GROUND ROD(S) WITH cu CONCRETE—ENCASED ELECTRODE STEEL MOUNTING EXOTHERMICALLY WELDED PER NEC 250.52(A)(3) METAL WATER PIPE, L N BRACKET WITH RUBBER IF AVAILABLE INSULATOR + CONNECTION TO (y }VN, SERVICE FULL—SIZED GEC (SEE 0 .c GROUND POWER RISER FOR SIZE) U NOTES: z Q 1. BOND & GROUND ELECTRICAL SYSTEM PER NEC SECTION 2. WHEN CONDUCTORS ARE SUBJECT TO DAMAGE THEY NOTES: 250 AND ALL LOCAL CODES AND STATUTES. TEST GROUND SHALL BE PROTECTED PER NEC. 1. IF� SERVICE DISCONNECT IS LOCATED OUTSIDE, PLACE PER SPECIFICATIONS TO ENSURE A MAXIMUM RESISTANCE TO GROUND BAR AT CLOSEST ACCESSIBLE LOCATION INSIDE THE GROUND OF 10 OHMS. ADD ADDITIONAL GROUND RODS AS 3. ALL GROUND ELECTRODE CONDUCTORS SHALL BE BUILDING. NECESSARY TO MEET THIS REQUIREMENT. COPPER. 1 GENERAL GROUNDING DETAIL 2 GROUNDING BAR DETAIL �-l SCALE: NTS E7.1 SCALE: NTS M N U V � � w HANDHOLE ROUND OFF TOP WITH GROUND LUG & #6 AWG CONCRETE W 1 CHAMFER GROUND a PAINT FDOT YELLOW �•••� Lit., j FOR DRAINAGE 6" (SEE NOTE) SET 6% 8' GALVANIZED FINISHED GRADE STEEL OR BLACK IRON POST a IN CONCRETE AND FILL WITH a Q 6" I _ I_—_� o CONCRETE Z a` ANCHOR BOLT (TYP). LENGTH PER a � Z BUILDING EXTERIOR WALL d d MANUFACTURER'S RECOMMENDATIONS. FILL HOLE WITH CONCRETE. w N d a �_ 5/8" x 10' COPPERWELD DRIVEN GRADE LINE SLOPE TO SHED WATER. („]� a GROUND ROD O aa 4 a --•-- �� 1 I _1I1_IIii—iI l�II d d fI1,I1I Ldrdar d"QJIILpi1III o aa I IIIIIIIII.-1i_=- I1 iIII iI,.IILII -- II II IIi - - F- CONDUIT AND BUSHING w Im IIIi' I - I If l I — DIE CAST ZINC ENCLOSURE GASKETED I a 1 a III_IIi i 1 FOR MAXIMUM WEATHERPROOFING WITH 1" a Q 3000 PSI CONCRETE. PROVIDE #3 aDIAMETER HERMETICALLY SEALED REBAR 12" O.C. (HORIZONTAL) & 4 CADMIUM—SULPHIDE OR SILICON DIODE l a#8 (VERTICAL) REBAR IN CONCRETE. idON 1/2" CONDUIT a TYPE CELL MOUNTED Q NIPPLE WITH DELAY TO PREVENT FALSE a SWITCHING. Q 4 a. d d I 1 REVISION DATE 18 THREADED ALUMINUM NOTE: PROVIDE 30" HIGH (INSTEAD ROUND TYPE "LB" CONDUIT BODY 181I OF 6") CONCRETE BASE WHERE POLE NOTE: CONFIRM LOCATIONS OF ROUND WOULD BE SUBJECT TO DAMAGE. EXISTING UTILITIES PRIOR TO ISSUE DATE CONFIRM LOCATIONS OF EXISTING DIGGING HOLE. UTILITIES PRIOR TO DIGGING HOLE. 23 MAY 2013 DRAWING TITLE ELECTRICAL 4 POLE FOUNDATION DETAIL 5 CONCRETE BOLLARD DETAIL DETAILS 3 PHOTOCELL MOUNTING DETAIL LIGHT O SCALE: NTS E7.1 SCALE: NTS E7.1 SCALE: NTS COMMISSION NO. 12154.02 SHEET NUMBER E7.1 COPYRIGHT 2013 NOFLKER AND HULL ASSOCIATES,INC 816/2013 5:25:26 PM,Simes&Rosch,LLC U N n O Lz7 _ O O w — — --- - CEILING N p _ PLASTIC FACEPLATE (CONFIRM COLOR) 0 TO 0 p 0 �� p N DAVID W.' 'SIM—E � � o � EQUIPMENT (TYP.) 0 0 0 00 0 0 0 0 0 -- FL PE# 51249 ICON WITH PRINTABLE I.D. STRIP AND o � o ° V REMOVABLE CLEAR PLASTIC COVER ° ° 00 00 LABEL TO IDENTIFY EACH JACK Zo 0 C INDIVIDUALLY PROVIDE 18 PORT FIBER 0 0 X DISTRIBUTION PANEL (FDP) WITH PROVIDE NEW 19"Wx24"Hx18"D 0 ° 0 ° 1/4" COPPER INSULATED W DATA 18 SC CONNECTOR BULKHEADS s WALL MOUNT COMMUNICATIONS ® 0 ° GROUND BUS. PROVIDE W o a COLOR CODED (GRAY) BEZEL ON (SUPERIOR MODULAR PRODUCTS ...... ...... ..e e.e RACK (CHATSWORTH, HOMACO OR 0 00 0 O 000 00000 LABEL. Z � ��—+ .� oN RJ-45 DATA JACK (CATEGORY 6E) OR EQUAL) s -- s EQUAL) N (LEVITON OR EQUAL) 7 wM 48 PORT CAT 6E PATCH PANEL 'A' D 0 ° 0 ° Z '� p `� TO DATA OUTLETS s�®®8 0 ° ° 0 ' ENGRAVED I.D. MARKER e e W/ GRAY RJ-45 JACK FOR DATA 0 0 0000 W O �, L (REMOVABLE/CHANGEABLE) {TYP.) CATEGORY 6 CABLES (GRAY) (LEVITON OR EQUAL) 0 0 0 0 0 ® '� o 0 00 ® ° ° � OIC s��s 48 PORT CAT 6A PATCH PANEL 'B' 0 C o COLOR CODED (BLUE) BEZEL ON TO PHONE OUTLETS a $ 0 Q � o {BLUE SWITCH W/ BLUE RJ-45 SNAP—IN JACKS � RJ-45 VOICE JACK (CATEGORY 6E) CATEGORY 6 CABLES00 (LEVITON OR EQUAL) ) PROVIDED BY OTHERS FOR VOICE. TERMINATE THE 50 PAIR CAT 3 HOUSE CABLE. m •c UPS (BY OTHERS) cu ❑ ^^ o 5" WIRE MANAGEMENT (PANDUIT EXOTHERMICALLY WELDED L a X BLANK CONNECTION OR EQUAL) (TYP. BOTH SIDES) cu to g z �� N L + m ICON WITH PRINTABLE I.D. STRIP AND (D + + REMOVABLE CLEAR PLASTIC COVER LABEL TO AS REQUIRED L5 O ;� IDENTIFY EACH JACK INDIVIDUALLY. #1/0 AWG ci 0 � TO MAIN 2 3" GROUND BAR Z Q M PROVIDE STANDARD 4" x 4" DEEP JUNCTION BOX RECESSED IN WALL W/ MUD RING. FLOOR NOTE: BOND CONDUCTORS FOR TELECOMMUNICATIONS AT THE TGB AND TMGB USING EXOTHERMICALLY WELDED, LISTED COMPRESSION TWO—HOLE LUGS, SUITABLE AND EQUIVALENT ON HOLE NON TWISTING LUGS, OR OTHER IRREVERSIBLE COMPRESSION TYPE CONNECTIONS IN ACCORDANCE WITH J—STD-607—A PARAGRAPH 5.2.7.1. 6 WORKSTATION OUTLET DETAIL r7 WALL MOUNT TELECOMMUNICATIONS RACK DIAGRAM a TELECOM. GROUNDING BAR DETAIL E7.2 SCALE: NTS E7.2 SCALE: NTS E7.2 SCALE: NTS M N c"r) PROVIDE AND TEST CAT 6e CABLING. SUPPORT WITH J HOOKS EVERY 3' ABOVE ACCESSIBLE AREAS. PROVIDE 1" EMT CONDUIT ABOVE HARD CEILINGS. ALL CABLING OUTSIDE OF EQUIPMENT ~1 V ROOM SHALL BE CONCEALED. PROVIDE GRAY CABLING FOR DATA JACKS AND BLUE CABLING FOR VOICE. TERMINATE WITH WIRING !� CONFIGURATION A. REAM CONDUIT AND PROVIDE PLASTIC Z co BUSHING AT BOARD. SEE POWER PLAN, SHEET E4.1, FOR r OUTLET LOCATIONS (TYP.). CEILING COMM. ROOM ,� �w � OUTSIDE 4x8 x3/4 FIRE RATED PROVIDE 50 CONTROL ROOM w TELEPHONE BACKBOARD. PAIR CAT 3 MOUNT AT F HOUSE CABLE 80" AFF + I_...I , I SUPPORT —_ PROVIDE Ll —51 3 PAIR CAT 3 CABLE Q i PROVIDE 1" CONDUIT (TYP). � Z BUILDING ENTRANCE PROTECTOR 7 (CIRCA 1890ECT1 OR EQUAL), 50 —*— PROVIDE E7 2 w < 50 PAIR PAIR WITH 66 BLOCKS IN AND OUT, � 66 BLOCK � POPULATED WITH PROTECTOR 6 W MODULES RATED AT 250 VOLT BREAKOVER. 8 6 AWG E7.2 W TYPICAL TELEPHONE, COMPUTER, OR • WORKSTATION OUTLET, PROVIDE BOX, JACKS, AND COVER PLATE. TELECOM. GROUNDING BAR. SEE DETAIL 8, THIS SHEET. 18 (UNO) REVISION DATE LL FLOOR #1/0 AWG TO SERVICE GROUND ISSUE DATE TO PROPERTY k 23 MAY 2013 LINE DRAWING TITLE ELECTRICAL PROVIDE 2-4" CONDUITS WITH PULL WIRE. DETAILS (SERVICE PROVIDER TO PROVIDE SERVICE ENTRANCE CABLING) COMMISSION NO. K9"s\ TELEPHONE/DATA RISER DIAGRAM 12154.02 E7.2 SCALE: NTS SHEET NUMBER E7.2 8/8/2013 5:22:16 PM,Slmes&Rosch,LLC COPYRJGHT 200 NOELKER AND HULL ASSOCIATES,INC N LEGEND: - N ' ❑ FF SPRINKLER FLOW SWITCH z N w SPRINK. FF T� SPRINKLER TAMPER SWITCH Z o ° a DAVID W. SIMES o • w FIRE ALARM PULL STATION; ALARM; MOUNTING HEIGHT FL PE# 51249 MEGHANIG15 U_ PER NFPA 72 & AHJ. AREA n ADDRESSABLE CEILING MOUNTED HEAT DETECTOR; (� iz3 z MOUNTING PER NEPA 72 & AHJ. IF SHOWN WITH Z a O HIDDEN LINE UNIT IS MOUNTED ABOVE CEILING. IF X ❑ HIDDEN, PROVIDE REMOTE INDICATING LIGHTS (LEDs). W00 o z W � Q � ADDRESSABLE SMOKE DETECTOR ALARM; MOUNTING PER NFPA 72 & AHJ. IF SHOWN .2) o N RE6EIVIN6 / O WITH HIDDEN LINE UNIT IS MOUNTED ABOVE L7 cu N o APPLIANGE CEILING. IF HIDDEN, Z PROVIDE REMOTE " •-- STORAGE INDICATING LIGHTS (LEDs). 'D' INDICATES DUCTw L + + ® DETECTOR L O .o >- a C ao Its cn w ,o, FIRE ALARM STANDARD OUTPUT AUDIOVISUAL ALARM; o MOUNTING HEIGHT PER NFPA 72 & AHJ. < v + �j _ a Q -.. 8 LEIz FIRE ALARM VARIABLE OUTPUT VISUAL STROBE c O �� ALARM; MOUNTING HEIGHT PER NEPA 72 & Ili AHJ. a N ® ® z FAC FIRE ALARM SYSTEM CONTROL PANEL16- cccc "' MACHINE / cg REPAIR SHOP L. + E, N , 22 t ' L + + ------------ t5 ='- �OR I H ? AHU-1 0 ` D Za • ,o, F SPRINKLER RM 124 OPEN T SPRINKLER RM 124 STORAGE APPL. STORAGE L Izi RM 125 MACHINE SHOP COVERED PORCH ■ RM 122 126 MACHINE SHOP ? M 121• RM 122 --------- ? ANNUC. • RECEIVING 1G o ® RM 100 STORAGE • RM 0114 RKING RM 120 PAINT EOl11P. 5TORA6E j PAINT STOR. • BREAK3 OOM N N. RM - RM 118 Fill N PAINT EQUIP c� •;RM1 R 1 L--- RM 117 WOODWRKG.RM 114 ® TO PHONE HURRICANE WCCDWCRKIN6 120V SYSTEM & 5TORA6E 4 POWER TO SECURITY OFFICE w V PANEL L1 REMOTE--7r F01 ANNUNCIATOR -- i2o RAINT 5TOR. PLAN o • '-� r---------------i STOR.� PROVIDE RECESSED FIRE W Lib i O ; ; ALARM CONTROL PANEL w W PER SPECIFICATIONS. Q o • NOTES FOR FIRE RISER: A, I TOILE � ` I 1. PROVIDE COMPLETE ADDRESSABLE FIRE ALARM SYSTEM WITH ALL REQUIRED PULL STATIONS, HORNS, STROBES, coN . ROOM F Z I Ioa SMOKE, AND HEAT DETECTORS, AND REMOTE ANNUNCIATOR PER SPECIFICATIONS. FIRE ALARM SYSTEM SHALL oa EEIGE WORK AREA i COMPLY WITH ALL APPLICABLE CODES INCLUDING NFPA 72, NFPA 90A, THE FLORIDA FIRE PREVENTION CODE, THE Q 27j '01 TOILET FLORIDA BUILDING CODE, AND NFPA-70 (ARTICLE 760). COORDINATE INSTALLATION WITH A QUALIFIED FIRE ALARM Z ,1 _ O 0 IIs uo i VENDOR. THE FIRE ALARM CONTRACTOR SHALL PROVIDE DETAILED INSTALLATION DRAWINGS FOR PERMIT. -I- DRAWINGS SHALL INCLUDE: VOLTAGE DROP, POWER AND BATTERY CALCULATIONS FOR ALL NEW DEVICES. w BREAK ROOM 2. RELOCATE STROBES AS NECESSARY TO MAINTAIN MAXIMUM ALLOWED SPACING PER NFPA 72. z �-- MEGH. STOR. L 113 I W I 112 -I 3. PROVIDE A TWO CHANNEL DIGITAL COMMUNICATOR SO THAT THE FIRE ALARM SYSTEM CAN BE REMOTELY W REGP'T / LOBBY D PROVIDE SEMI-RECESSED lIoo MONITORED. CONNECT TO TELEPHONE SYSTEM. REMOTE ANNUNCIATOR PANEL --- 4. PROVIDE FLOW AND TAMPER SWITCH. CONFIRM LOCATION OF FIRE SPRINKLER RISER WITH FIRE SPRINKLER PER THE SPECIFICATIONS. GvRR!i�Ok 2 �- CONFIRM EXACT LOCATION. --i02--] L------ CONT ACTOR. • b� PROVIDE ADDRESSABLE FIRE ALARM 5. COORDINATE WITH GENERAL CONTRACTOR AS NECESSARY TO FUR OUT WALL WAS FIRE ALARM PANEL AND CONTROL PANEL PER THE SPECIFICATIONS. ANNUNCIATOR. z CONFIRM EXACT LOCATION. O a FIRE ALARM SYSTEM RISER DIAGRAM 1 REVISION DATE OFFICE OFFIGE OFF- GE OFFICE OFF-IGE OFFICE NOT TO SCALE 12 AUG 2013 WORK AREA 03 - 104 05 J lob I IOl 126 FA 1 . — I ISSUE DATE I------------------ I 23 MAY 2013 i i DRAWING TITLE FIRE ALARM PLAN MAINT. BLDG N COMMISSION NO. FIRE ALARM SYSTEM PLAN - MAINTENANCE BLDG 12154.02 SCALE: 3/16" = 1'-O" 0 5' 10' SHEET NUMBER SCALE: 3/16"=1'-0" FALI 81912 13 10:39:18 AM,Slmes&Rosch,LLC i COPYRIGHT 201.3 NOELKER.AND HULL ASSOCIATES INC. i PROJECTDESCRIPTION. 1 r r THE PROJECT CONSISTS OF THE ADDITION OF A NEW 6,854 SQUARE FOOT 0 i - MAINTENANCEo� � OM BUILDING TO THE EXISTING FLEET LANDING RESIDENTIAL N O N S COMMUNITY IN ATLANTIC BEACH, FLORIDA. THE BUILDING WILL BE FULLY w Y o � SPRINKLERED AND WILL ALSO BE USED TO HOUSE GOLF CARTS. _ 1 o OCCUPANCY AND CONSTRUCTION TYPE: �T.� o N THE NEW BUILDING WILL BE TYPE V-B COMBUSTIBLE WOOD FRAME ` o CONSTRUCTION AND WILL CONTAIN BOTH A TYPE B BUSINESS OCCUPANCY co I 1 AND A TYPE S-1 STORAGE OCCUPANCY. GOVERNING STANDARDS: C.1 STORAGE YARD THE SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH THE 2010 c: - -------------------- 1 ON OF NFP I ----- d • a A 13 THE --- 2010 EDI o- -t .. � TION OF NFP A 24 AS WELL AS THE 2010 ��� �---------- - r d :' �' ° FLORIDA BUILDING CODE AND THE 2010 FLORIDA FIRE PREVENTION CODE. c a CCpp i •-,. ;•. . . • . �° � ; . . POINT OF SERVICE: ._ it • CE. -�-+ ,.. 1 j _ . , • �°,4' '' a • con A NEW 6" FIRE SERVICE MAIN AND BACKFLOW PREVENTER WILL BE ADDED AS '� a° 'a; A SUPPLY FOR THE BUILDING'S FIRE SPRINKLER SYSTEM. THE POINT OF V L + + \ j d C1 F 7 0 545 SERVICE WILL BE DOWNSTREAM OF THE BACKFLOW PREVENTER ON THE to 1 I . •. E:lBUILDING SIDE. ca i d d' AREA CLASSIFICATIONS: _ vi = `° ALL OFFICE AREAS SHALL BE CONSIDERED LIGHT HAZARD AREAS. ALLH � S OP AND STORAGE AREAS SHALL BE PROTECTED AS ORDINARY HAZARD GROUP 1cu -"-l-.pRY-PIPE FIRE -----�----------------------------------------------------- EXCEPT FOR THE PAINT STORAGE ROOM WHICH SHALL BE CONSIDERED = a i I j SPRINKLER RISER' •S�RVIN-G ORDINARY HAZARD GROUP 2. _� a 1 j j ALL AREAS PROVIDED IN cc I I I I RINKLER RISER !ROOM DESIGN APPROACH: t6 N 1 i j i THE SYSTEM SHALL BE COMPRISED OF A SINGLE DRY RISER SERVING ALL L + n I j j AREAS. INTERIOR LIGHT HAZARD AREAS SHALL BE DESIGNED FOR 0.10 � I I GPM SFT I ° ' OVER ER THEM _ / MOST REMOTE 1 950 S � QFT (30% PENALTY FOR DRY � 1 Fp SYSTEM DELAY USING QUICK RESPONSE v = ' TURF DEVELOPED I I 4 ) E SPRINKLERS RATED FOR ORDINARY s TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA 225 SQFT PER 1 FUTURE I '•� ° Z a` � HEAD AND 15 FEET APART MAX. ORDINARY HAZARD GROUP 1 AREAS SHALL � PARCEL i i • BE D ESIGNED FOR 0.15 GPM/SQFT OVER THE MOST REMOTE 1,950 SQFT (30% d PENALTY FOR DRY SYSTEM DELAY) USING QUICK RESPONSE HEADS RATED I I I FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA all cl o OF 130 SQFT PER HEAD AND 15 FEET APART MAX. ORDINARY HAZARD I j GROUP 2 AREAS SHALL BE DESIGNED FOR 0.20 GPM/SQFT OVER THE MOST 1 I , I REMOTE 1 950 � I � � • SQFT (30% PENALTY FOR DRY SYSTEM DELAY) USING QUICK j RESPONSE HEADS RATED FOR ORDINARY TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA OF 130 SQFT PER HEAD AND 15 FEET APART I j j j MAX. ATTIC AREAS SHALL BE DESIGNED FOR 0.10 GPM/SQFT OVER THE , JA MOST REMOTE 2,535 SQFT (30% PENALTY FOR DRY SYSTEM DELAY AND 30% PENALTY FOR ROOF SLOPE) USING QUICK RESPONSE SPRINKLERS RATED FOR cn 4 INTERMEDIATE TEMPERATURES AND SPACED AT A MAXIMUM COVERAGE AREA M 120 SQFT PER HEAD. EXTENDED COVERAGE SPRINKLERS AND SPECIAL ATTIC N N j a SPRINKLERS MAY BE USED AND SHALL BE DESIGNED ACCORDING TO THEIR M 1 LISTING. WATER SUPPLY CHARACTERISTICS: H " j THE WATER SUPPLY IS FROM AN 8" WATER MAIN RUNNING ALONG MAYPORT U BLVD. A NEW 6" BRANCH WILL I LL BE RUN FROM THE MAIN TO THE RISER LOCATION. THE DURATION OF THE SUPPLY WILL BE ADEQUATE FOR THIS U W POINT OF SERVICE AS- �\ -_-----__-----___-_-_-_--- APPLICATION. THE FLEET LANDING FIRE PUMP WILL NOT PROVIDE SERVICE -----�--- -------------------------------- DEFINED PER FLORIDA _________________-------------------- I FOR THIS BUILDING. � — -- ADMINISTRATIVE CODE '- -__ �� _ �1 U FLOW TEST INFORMATION: Z W A A FLOW TEST WAS CONDUCTED ON 2/27/13 AT 11: 35 AM BY CHRIS WALKER U OF ATLANTIC BEACH UTILITIES. THE TEST WAS CONDUCTED AT 2401 I MAYPORT ROAD. 1 THE RESULTS OF � STATIC PRESSURE TH g pSiT WERE AS FOLLOWS: � Q W • RESIDUAL PRESSURE: 35 PSI W NEW 6" DR FLOW: 1,000 GPM NEW 6 DOUBLE [--I 18 PVC CHECK BACKFLOW VALVING AND ALARM REQUIREMENTS: PREVENTER FIREMAIN INSTALL A WATER FLOW PRESSURE SWITCH AT THE FIRE RISER INSTALL AN AIR PRESSURE MONITORING SWITCH, AND PUT TAMPER SWITCHES ON Z CONTROL VALVES ON THE RISER WITH LOCAL AUDIBLE ALARM AND CENTRAL A STATION MONITORING - ISOLATION VALVES ON BACKFLOW PREVENTER SHALL BE CHAINED AND LOCKED OPEN. r� FIRE PROTECTION SITE PLAN LEGEND MIC RISK EVALUATION: W 0 THERE IS A MINIMAL EXPECTED RISK OF MIC IN THE WATER SUPPLY FOR THIS z 0 16' 32' Z ---{ FIRE DEPARTMENT CONNECTION LOCATION ACCORDING TO ATLANTIC BEACH UTILITIES AND NO CORRECTIVE W SCALE. 1/16 =1' MEASURES HAVE BEEN DESIGNED FOR THE SYSTEM. HYDRANT BACKFLOW PREVENTION DETAILS: r-+ A NEW 6" DOUBLE CHECK BACKFLOW PREVENTER DESIGNED FOR FIRE PROTECTION APPLICATIONS WILL BE INSTALLED IN THE FIRE MAIN WITH A j BACKFLOW PREVENTER MAXIMUM ALLOWABLE PRESSURE DROP OF 5 PSI. COMPONENT SPECIFICATIONS: REVISIONDATE ALL PIPING, SPRINKLERS, AND OTHER COMPONENTS TO BE UL LISTED OR FM APPROVED MATERIALS. SPRINKLER PIPING SHALL BE ALL BLACK IRON PIPING Al2 AUG 2013 SCHEDULE 40 FOR SIZES 2" AND SMALLER AND SCHEDULE 10 FOR SIZES LARGER THAN 2" THROUGHOUT ALL AREAS. NO LIGHT-WALL OR CPVC PIPING SHALL BE ALLOWED. ISSUE DATE STRUCTURAL: 23 MAY 2013 THE STRUCTURAL ENGINEER IS AWARE OF THE ADDITIONAL STRUCTURAL LOAD OF THE FIRE SPRINKLER SYSTEM. AN ADDITIONAL DEAD LOAD OF 2-3 DRAWING TITLE POUNDS PER SQUARE FOOT WILL BE ADDED TO THE STRUCTURAL DESIGN NOTES AND _ CRITERIA. SITE PLAN OTHER: COMMISSION NO. 1) UNDERGROUND SERVICES SHOWN FOR COORDINATION PURPOSES ONLY. FOR - � • ACTUAL SERVICE LOCATIONS SEE SITE CIVIL PLAN. 12154.02 ``. SHEETNUMBER FP I1 COPYR GHT 2013 NOELKER AND HULL ASSOCIATES,INC. i a 'o p N Lo 4 M 0LoN (nn Y c HAZARD LEGEND �--� z - -1o� ^ � a � o � � o ' m m a LIGHT HAZARD AREA a o W s ® ORDINARY HAZARD, GROUP I AREA olV + + + ORDINARY HAZARD, GROUP 2 AREA c: cn 91 C cc �+ .N M cc Q a cc ' ♦ ` + + O •8 � g C �M Q +tm _ Z CCS + � + + °-' Q ZQ � w I � < cl- V) 0 w zo 0 a z C) CM z M w + + ^ U \ + + + + + + Q + + + + + + + I'AIN EQ t�IP + + + o + + �-R�CG + + W Z CD + 11 + + + + + + 0 z >< + + + + + 1 + + + + + + + + + + + + + + ^ ;��'�i�:'- 1-4, 4- r-.4- A-11I G W w X, 1DA INT+STOR. � � Z + 118 + 1 + + H Iwo Q TOILET xxx 0 W TOILET BREAK Z W C ONF. ROOM OFFICE LL 115 ROOM - 108 xxx 113 �7.� ' All 112 RECP'T / LOBBY 10o CORRIDOR ( REVISION DATE Al2 AUG 2013 WORK AREA 101 ISSUE DATE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE 23 MAY 2013 103 104 105 106 107 126 , DRAWING TITLE FP HAZARD CLASSIFICATION _ COMMISSION NO. •r _ _ _� HAZARD CLASSIFICATION -� :y:_ - 12154.02 0 5' 10' Z = - = _ ,; = _ SHEET NUMBER SCALEi 3/16"=1' �j13 FPlo2 COPYRIGHT 2013 NOELKER AND HULL ASSOCIATES,INC.