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HomeMy WebLinkAboutBuilding Plansa a • NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS $IOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 1 SCIIEDIILE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPUED UPUFT LOAD COMPOSITE BEAM L1 2'10" OF /IT-IB L2 3'4" BF /1T.18 1.3 4'4" OF /IT.16 L4 4'4" 21 1'ZOI f, SF3 /1T•IS L5 S'AM BE /IT-1B L6 511w I BF /1T-1B 0 W-W 8F /IT•10 L a r-6" loll S 27 BFS /IT.16 L9 914" 8F /1T-IS 110 10'-6" BF /IT•18 L11 IV-4" 8F /IT-18 L 12 1 121-0M BE /1T•16 L 13 13'•4" 8F /1T•SB L 14 14'-W 8F /ST•18 L 15 I.V r BE /1T•IS L 16 1S'•4" 8F /ST•18 L 17 17 4" SF /IT.1S L 18 191-4" SF /IT-10 L19 2114" 8F /1T•16 L20 221-W BE /iT-1B 7231 24'-0" 1 BE /1T-1B ygltrAILMIX UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE SEAM R41 4'4" BE IT -IS RL-2 1'-6" BF /1T-IB RL-3 5'-8" OF /fU16 R" 5'-10" BF /1T-16 RL-5 1 6'•BM 4V /1T-16 R46 Y•6" 245tif $41 JQ.62 BFl¢/iT-10 R ? 9'•BM 8F /1T-iB BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS RESTROOM DOORS TO BE EQUIPPBD WITH LEVER HANDLE AND PRIVACYLOCK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. DOORS SHAD. HAVE SIGNS INDICATING ADA • ACCESSIBLERESTROOM. Grab Bar ACCESSIBLE REST DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ IT' O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1--V4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH IM' X 3-1W' TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN U# TYPE CASE) PRESSURES DOOR ZONE 4 -52 -50 PLASTPRO GLAZED FU# IMPACT %" TAPCONS @ 2LSr O.C., Y MIN. CLEARANCE TO MASONRY FIBERGLASS 17284.24 EDGE, Ir MIN. CLEARANCE TO ADJACENT ANCHOR, 1.1/4" DOUBLE DOOR MIN. EMBEDMENT AND 2" EDGE DISTANCE WINDOW ZONE 4-51 -80 FIST INDUSTRIES PW-520 VINYL NOA# IMPACT 3/16" ULTRACONS @ 1-3/8" MIN. EMBEDMENT AND W MIN. ZONE 5-61.2 15-0612.13 DISTANCETOEDGE ROOF ZONE 1-40.6 -129.25 JA TAYLOR 5 V CRIMP FL# N/A #9 X IS @ 12" D.C. WITH SEALING WASHERS, PERIMETER _ ZONE 2 -57.4 ROOFING 17443.1 FASTENING @ 6" O.C., MAIN FIELD FASTENING @ 12" O.C., ~r--- ZONE 3 -107.9 T NEL RAGE " MAX. ROOF -67.5 TRI-BUILT TRI-BUILT SELF -ADHERING, GLASS -MAT REINFORCED, FILM-SURFA D, MATERIALSGROUP UNDERLAYMENTS 16048.1 SBS MODIFIED BITUMEN ROOF UNDERLAYMENT THE SEAL HEREON IS PR IDED ONLY TO INDICATE-611WR REVIEW AND APPROVAL FOR USE OF PRODUCTS LisTtDvoR`TRi`TVrROlffURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. 1 R IG H I E L-EV A ..(-_.-f_OXV. - -... 7) STRUCrRM NOTES• 1. STRUCTURAL LUMBER TO BE HEM -FIR IF 2 GRADE OR BETTER AM 1000 PS.L MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 300D P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2S00 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1-1/2" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 9S%MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS &WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. *NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 -MAX COATING OR BETTER. AW WLIJG a4 G- aU Certification for Design load Compliance 1. DESIGN CODE: Florida WILP1 L,'Yo code 2014 Edition w/20T supplements using ASCE 7-10 2. Structure Design is: X Enclosed_Partiolly Enclosed _Open Building 3. Risk Category: _1 X II _III _IV Exposure Category: _B X C _ D Adjustment coefficient 4. Design Wind Velocity4rmph _ ASD _ LRFD End Zone Width A-ft, 5. Mean Roof Height: /$-ft. Roof Pitch; ,1': 12 Parapet_ ft. 6. Components &Cladding Design Pressure used; (PSF, based on Actual sq. ft. @ S-Q_' MRH(worst case)) Zone 1: -' 6,kone 2:17 0 Zone 3: - !�L1 Zone 4 - SI Zone 5:-6hZGarage: t1 IA 7. Design Loads: Floor: W PSF Roof/Dead:rPSF Roof /UveJ6PSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs: _PSF Fence: _PSF Railing: _PSF 8. Were Shear Walls Considered for Structure? XYes„_ Not applicable Explain Why Not: 9. Is A Continuous Load path provided? X Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _Yes -,K No (based upon section 1803.2 exception) _ 241•DD +01 To 4 • ... i 3/a"Id < G c f11JT�K - -- MA.ta 'fKd4rCa1-• p7'4T', •�S. S' • �,SiIMATING Ito` 4NI nst0-A • bl-01� �r P k � 0 `.Iµ 40UNTtrL (as sO O B S.t DR < --R! T- } ION L� 221 SII 31e4N- C'0wtq VM ' 5V LRi! EXTI N • O„Y, TSKEA i-0FPICt t'LANo A Lt i5a-(„ Qrl47c T�AOi> L i °fl��yaitsl ) mf d IELD IN81. -'U0rq'fJ Y<5�1 /-1• � �". i�.iit''i1C i'xa°t.}�YA�I qId %�T �<°F t {�\ I ppppS \1 t �'� ( •� 4A I F ♦ 3 4r.'"$"�/5 Ll' � TEkN"�ol-y OFFICE 411 1- 4" 10-0I a 11 V 1 1.1 1 1 1 oil I I It IL hA l 24 FIXED TA 4IxzP 4 i 4 4 w IRTI L LIT SToKr~ �Qg� I NJSalcRR6M L hael 1 70 �WNIN - �oFco 898 i UJ 5'rx st l`5 PLAN ��Y orµCr�s = o O ST. LUCIECOWN1 Y FIRE TRICT gag F iRE MA ' IALS FFICF REVIE`VJ NI! YPRO' REVIEWED Y: ' O �i AI QEn � a d Ox F L-0 0"""- P-L A N 0 1/411 Ott # -/ PO 3 • a VS6 ST. LUCIE COUN f%' PLAN REVIEW, DATE: iUlECfi: QATE: G r' '�,,AFt,,..E INTERIOR FINISH CLASSIFICATION WALL FINISHES CLASS B FLAME SPREAD OF 26-75 SMOKE DEVELOPED 0 - 450 PER SECTION 803 TABLE 803.5 CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636 FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0.45 WATTS/CM2 OR GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD .MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 'FABLE 2508.1 GYPSUM BOARD MATERIAI A Aron Arrccenoenc ...._ MATERIAL STANDARD Accessories for ypL ym boutd — ASTM C 1047 Adhesives fur fastening gypxanl wallboard u' ASTM C 557 —� Exterior sof it board ASTM C 931,__ Fiber-reinforced2ylisunj_Vanels ASTM C 1278 Glass mat gYPsum backiny�zmel _ ASTM C 1 178 Glass mat gypsum substrate ASTM. C 1 177 GYPsum backing board and gypsum shaftliner board �__ _ ASTM C 442 G sum ceilin' board ASTM C 1395__ _ G sumslteathin* ASTM C79 —__ ___ G sum wallboard ASTM36 7oint reinforcim�P.npe and tom found _C — ASTM C 474; C 475 Nails for gypsum boards ___.. ASTM C 514, F 547, F 1667 Predecorated g},E�um board ASTM C 960 Steel screws ASTM C 954: 1002 —_ Steel studs, load bearin _C ASTM C 955 Steel studs, nonlond bcaritna_ —__ ASTM C 645 Standard specification for2psum board _ ASTM C 1396�_ Testing gypsum and gypsum products ASTM' C 22; C 472; C 473�_ Water-resistant mum backing board ASTM C 630 f P`i Q a oW, .- LLATION OF _GYPSUM CONSTRUCTION _ MATERIAL _— _ STANDARD GA-216: ASTM C 840 ASTM. C 1280 base ASTM C 844 for avpsum boards 0 C�.y--ra�y�vt5tt+� 2 LacAl��nah ) NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. ?-00F 114 tnax IA TO 12 —= (c) (d) i Changes in Level Changes n Level 6ruPh @ z4" o,e. z>ci( THRESHOLD ON ACCESSIBLE ROUTE r�.1.odP gcUvS• tyucti.; '.e R1S�.1 \r?� n�aa—,e.g5aei w,.�ai 1/Z I Dtz l `,Q AL-L- yc�gw5 � 4Ce X (�I8 •CRIa FTAL /2-otcr -T -OFINC, i 2 OVER 5 �— �v FLYk,'v. 5HT`G.-ATTAct4 PAR 114.0_ILl$-* Z>Jg 'U� 5>; t s SEt Eeirr.t�kE7AL ANCHOR 5T-AF @ EA• GR tI i�F rNCoEFGP+ - _ G©�1C e.�.Tc.. s c.•.Q, f D S-YP(c.la� P�eTI �on> S�C.TiaRJ ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ +6" O,C PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.C'PERIMETER & 6" O.C. FIELD. ZONE P3 S' X 5' @ HIP AND S' X, LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O,C PERIMETER & 4" O.C. FIELD . NOTES: ` 19/32" CDX PLYWOOD SHEATHING 25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS, UNDERLAYMENT FELT SHALLBE PEEL &.STICK OR 30# FELT.COMPLYING W/ ASTM.D226, y 48 ^ON Tt- CQ. Q SIAt R l Db E D LA 7r - w V- © it C�1 YE T -(rYP I C A Li Fig 45 pj, Cc U Yy Minimum Clearances fw Se tir.g and Tables �h �.(i KW f:. �CCt~SS tbl.�.. Cc�tl►,�T�t� /'T°A+il�t."�. T 8'tCcOhtC• BLit + CONNF.C:TnR CC'HRI)ITI F D BEARING POINTS) TRUSS ACTUAL UPLIFT(GROUPRD, WORST CASK) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS EACH 892# (1)HETA20 1810# 10-10d EACH 2306# (2) HETA 20 2500# 10-10d )) In BRG 743# (1)HETA20 1810# 10-IOd 2ND BRG 591# (1) NITS 16 1000# 14-10d ,S Ir' BRG 1570 (1)HETA20 1810# 14-10d 2�" BRG NAl -IN, &P-AvtC 716,LLSQMPAC TED_ ' LED PER TRUSS COMPANY -- �� P'Ts" Ft_M ,CTOR TO PROVIDE MANUFACTURERS $HOP DRAWINGSAND ENGINEERING FOR REVIEW AND�i AL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. ND.711US$r'S_Q 24I, -SEE t` frR''f,-5 DPVRk S F->0ISI . A5S 61�- - fe4� Lkf- 11\1 ACOU TVLE @ -t-CO RS E $0t4V 5E 5 io.NT.- DaTF INSULATION T'l CAL A M_._ W/ — —__ pIL-L= COURSC-. tNtt'E L _c,_U u_ 1 W65 AW L, GeZA-o,Cf �/�•"fit 1P`aws�[,�.�laiJ= RO .�- �&S--wj 1*5 TOP 1 * s WTI CO.R171.1,4 00 tJ S CAaALkll-: 5"wlo W 1 t-lp'Ca W CCCtaCkEt'E., hCmA.l.�•�- B�To�a +� .4P[155� 6laCdt InaS-r4GU T"t0�� GiYP. cP A.L.- 44 .S\�ES� _ _ ( NAt5ca'ti FZ\( C®N-STR,) II/zll= t=�" 611 _ y"EMl1�,I. tlsE�tt`tE5N COttCR,STE SLAib = ora MIL VAPOR UtRRI;R/OvFtz WCLL = C0MC+ACT59(?S00 n.s,F, MIN) CLS-4K I TFIPRJTE TF-F-A4TP-P FILL. L, iTYP�CAL. FOOT(WG _10°A15" MONO LITHIit CONIC, EVC, E S-TDP 4 2 05.60T,_C.ONTINVOu5 — Lg- o {8 11 d ON -+-R\/\gel/' ((\ ��j►`'1r\\\\y+jr PLAN O u [ II 4 0 Michael J Seal AR96898 I 3 V W C c I � Z O O F• U� (�1 qq4 r w U0 a x chi eo a yAR l,r P-� P-2 ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/Bd RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD. ZONE P3 5' X 5' N} HIP AND 5X LENGTH kw_ GABLE EPInc IAI1Qtl DTNr SHANK M 4" O.0 PERIMETER & 4" O.C. FIELD 19//3322" OX PLYWOOD SHEATHING 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVI UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# BUILDING INFORMATION: 2014 FLORIDA BUILDING CODE BUILDING AREA: OFFICE 1152 S.F. WAREHOUSE 2160 S.F. GROUP: B- BUSINESS f S-2 STORAGE B OCCUPANT LOAD PER TABLE 1004.1.2 OFFICE I d 5t / 100 = It STORAGE 2C&O / 500 = 5 TOTAL OCCUPANT LOAD !Sj I"j CONSTRUCTION TYPE: TYPE V B ALLOWABLE AREA PER TABLE 503: 9000 S.F. BUILDING IS NON-SPRINKLERED NOTE: STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1069: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN. %" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN.'•L" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS I:" MIN. DOOR AND WINDOW BUCK FASTENING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1-`/d' EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND DING CODE WITH 41 :-..Y AT t�------- 14H REQUIRED NUMBER OF PLUMBING FIXTURES ZUNI-SEX t !I1- t CLJ 2 1LIB I ` SB[vlr w t Lak ROVIDEDNUMBEROFPLUMBING FIXTURES SUNI-SEX I N1_1 ow ��c t-S�&vlaa s REQUIRED EXIT WIDTH 36" PROVIDED EXIT WIDTH PROVIDED 72" i REQUIRED NUMBER OF EXITS 1 PROVIDED NUMBER OF EXITS 1 REQUIRED ADA CORRIDOR WIDTH 42" --�--"^ --" PROVIDED ADA CORRIDOR WIDTH 48" d TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED f -4)((o CLCp, 2 xfo Q'4 Irv, PO LL.YC4j 1 5/E>" Plr'YV.LALL- . 0-LC., DAL• 'ZTL). Tor ;r („ATE I fJoh1 Aa3>�$a,DV f A1ab4� Jx w P,"T. 2xh CSOTrOM PLP.Tt Me'.i_ C00Flwc- IZ —75 c `o 0 N I $LRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM41R N 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. ABER STRESS VALUE. 2. CONCRETE TO BE 3o0D P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 P.S.I. MIN. 3. REINFORCING STEEL SHALL. BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2" COLUMNS 1-1/2- S. ALL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. -NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z •MAX COATING OR BETTER. CCertificatian for Design load Comoliance 1. DESIGN CODE: Florida WILO11616 code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: A Enclose4_Pgrtially Enclosed_Open Building 3. Risk Category: _I -??(II 111 HIV Exposure Category: B ' C ` D Adjustment coefficient 4. Design Wind Velocity & mph _ ASO — LRFD End Zone Width 'eft. S. Mean Roof Height 7>4ft. Roof Pitch: _fA2 Parapet_„ft. 6. Com onents & Cladding Design Pressure used: (PSF, based on Actual sq. ft @ 30 r ' MRH(worst case)) Zone 1: - /Ione 2: -5AN Zone 3: - 2711Zone 4 1 0 Zone Si -� IZGarage: Z ft I 7. Design Loads: Floor: 7hv PSF Roof/Dead:_nPSF Roof /Live 3OPSF Balcony: _PSF Dock: _PSF Deck: _„PSF Stairs: _PSF Fence: _PSF Railing: _PSF & Were Shear Wails Considered for Structure? D Yes _ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? X Yes-_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required _____Yes it No (based upon section 1803.2 exception) F LOO YN I�A ll I=?e LPGzEUIasi!11 AM- SU6]M'21l TO ANY �✓<s'�� f¢� .I,1,..6.a�5g, Tlw93vS njE F,�q ( IT 90'zl,� tzedfa�� 3ft:)h� R��la�m 4r t �- / �TCi JT1t 7(,'„� GONCirC-T� " .s► �g��A z �ik T(z S 5tE TRT3SS �LDazi�SC L3t� 6CAt�R —u ....CaVgsa C7L1 r •r r i1 • • . 'o 07. " ►j, ' s . ree—r j lNT1:2MEvra'T-r WON.'Jp T-" (,z) a" pm I. Loe t_' !' W/ I # t5 is'r— iGP Ci1� = i�TL L C©U6ZSE'SG� .10 0" ovP+pI DR -�reT� vo�rc�.s {Iu c�r�c, r-ILLt�r� AiLOGK 47LL REccm N E lk S/ E'A,Ct4 S(V G kl d ig Tom . *- A-T : 1"7G �l==:Mr�L9aL.tCH.IG �rN�, ElLf �-4-..k_.. _� I - \. ice-__ . P�ALL a uu a PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN L# TYPE CASE) PRESSURES GARAGE ZONE 4-51 -25.8 WAYNE-DALTON DS-350 ROUND FL# N/A 3/8" I5" WEDGE ANCHORS IN EVERY HOLE OF MOUNTING ZONE 5-61.2 COMMERCIAL 14212 RAIL ROLL -UP DOOR ZONE4-51 -80 JELO-WEN CONTOURSSTEEL FL# IMPACT 3/16"TAPCONSIII) Ir WITH 1-1/4" MIN. EMBEDMENT, 6" ZONE 5 -612 11136.2 FROM CORNER AND 2-3/2" MIN. EDGE DISTANCE ROOF ZONE 1-40.6 -129.25 JATAYLOR 5 V CRIMP FL# N/A #9I 15 a 1r O.C. WITH SEALING WASHERS ZONE 2-57A ROOFING 174431 ONE3-307.9 ROOF: N A -67.5 TRI-BUILT TRI-BUILT FL# SELF -ADHERING, GLASS -MAT REINFORCED, FILM -SURFACED, MATERIALS GROUP UNDERLAYMENTS 16098.1 SB5 MODIFIED BITUMEN ROOF UNDERILAYMENT a — THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PR DUCTS LISTED FOR THIS STRI PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHII CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. UNTELSCMEDULE LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L3 r10" BF /IT-18 L2 r-8" I 8F AT-18 8F 1T-IB L4 4'4" 8F /IT-19 LS SI-V OF /1T-36 L6 5'10" 8F ATAB L 7 6'-6" OF /1T-18 LS 7140 8F /1T-18 L9 91-C 8F /1T-I6 OF 3T-19 L11 IV-40 BF AT-18 L 12 Ir-w OF /IT-16 L13 19'•4" SF /1T-IB 114 1K-V 8f /3T.10 L 1S 14'-8" 8F /IT-18 r L 16 1SIA" 12HJO 103¢ 8f Ifo /1T-18 L 17 17'4" 8F /1T.18 LIB I9'-4" OF /IT-18 L19 21'-4" 8F /iT-36 L 20 221-V 8F /1T-18 L 21 24'-w 8F /1T-18 TEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4' a" t891 10 4e5# !T RL-2 4'-8" 8F AT-IB RL•3 51-B" aF /1T-18 RLd S'-10" 8F /1T•18 RL-5 k-8" 8F /1T-18 RL-B R47 9'-8" 8F /1T-SB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. ARPUEO LOAR§ 6hOW WORST CASE FOR LINTEL SR#• SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION- 9 t Gi 1 E5.13_�I1G.--SLJ4P� DN SaIL'LL%N2MPa.CTE'bt.z��.P,4,�,M1ht,g� 1 c17aE--Zq_Ifs, TfhP.- Wr CON!. jII I 1 4-OI On 0 CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) STMPSON CONNECTOR(S) CONNECTORS) UPLIFT DESIGN FASTENERS A EACH 892# (1) BETA 20 1810# 10-10d GR EACH 2306# (2)HETA20 2500# 10-10d KING JACK (KJ) IST BRG 743# (1) BETA 20 1810# 10-10d 2ND BRG 5919 (1) MTS 16 1000# 14-10d ITIP JACKS (HJ) ff BRG 157# (1) BETA 20 1810# 14-10d 2N'D BRG I NAILED PER TRUSS COMPANY CONTRACTOR TO PROVIDE MANUFACTURERS SHOP DKA W 1NUS ANU hNUIN1,1tKI NG rvx REViEW AWu APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. 6 � O N ® Fall �!, vj1 { Iq o v M O I V 1 � •®' z �• o a (s. Q 3 N � w Wx SHEET OF TWO 111, 1 C II� C rti �;,. III I III i) III CVw DUCTWORK SYSTEM SYMBOLS SYMBOL DESCRIPTION ® E SUPPLY AIR DUCT SECTION (UP/DOWN) z1/1 RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) z©j OUTDOOR AIR DUCT SECTION (UP/DOWN) z©j EXHAUST AIR DUCT SECTION (UP/DOWN) RETURN, EXHAUST OR TRANSFER AIR FLOW �. SUPPLY AIR FLOW MD [IyspA;/- MOTORIZED DAMPER VD I MANUAL VOLUME DAMPER FD > -- FIRE DAMPER SD >-- SMOKE DAMPER AD Q ACCESS DOOR FLEXIBLE DUCT CONNECTION ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4-WAY BLOW SUPPLY DIFFUSER WITH 2-WAY BLOW SUPPLY DIFFUSER WITH QUADRANT BLOCK SD - SIDEWALL DIFFUSER RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEILING DIFFUSER :•" LINEAR DIFFUSER CDP-I AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION --- EXISTING DUCTWORK OR EQUIPMENT TO REMAIN - - -- EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST OROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER UNDERCUT CONTROL SYMBOLS THERMOSTAT - 5'-0' A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5'-0" A.F.F. MOUNTING HEIGHT o-- TEMPERATURE SENSOR �- STATIC PRESSURE SENSOR ® DUCT SMOKE DETECTOR /VD VOLUME DAMPER /AD AUTO DAMPER HVAC PIPING LEGEND -CWR- CONDENSER WATER RETURN -CWS- CONDENSER WATER SUPPLY -CHWS- CHILLED WATER SUPPLY -CHWR- CHILLED WATER RETURN -HWS- HOT WATER SUPPLY -HWR- HOT WATER RETURN - - - - - REFRIGERANT PIPING CD CONDENSATE DRAIN FROM COOLING COIL - - - DOMESTIC COLD WATER - G - GAS PIPING MS-1 TOSHIBA MULTI -CEILING CASSETTE VRF MINI -SPLIT HEAT PUMP OUTDOOR UNIT MODEL MCY-MAP0367HS, 36,000 BTU COOLING, 36,000 HEATING, 22 SEER, 11.5 HSPF, R410A, INVERTER DRIVE WITH LOAD MATCHING. 230V-1o, 36.3 MCA, 40 MOCP. 5/8 SUCTION / 3/8 LIQUID (BEFORE BRANCH). INDOOR UNIT (TYPICAL OF 4) MODEL MMU-AP007IMH2UL, 7,500 BTU, CEILING CASSETTE, 320 CFM, PROVIDE MANUFACTURER'S THERMOSTAT; UTILIZE MANUF. CONDENSATE PUMP IF NECESSARY. 23OV-1o, 0.5 MCA, 15 MOCP. 3/8" SUCTION / 1/4" LIQUID (AFTER BRANCH). VRF SYSTEM NOTES: I. AIR HANDLERS a CONDENSING UNITS SAME MANUFACTURER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY CODE. 3. EQUIPMENT MANUFACTURER LISTED IS USED AS THE BASIS OF DESIGN a IS NOT INTENDED TO LIMIT COMPETITION. 4. CONDENSING COILS TO HAVE COASTAL CORROSION PROTECTIVE COATING. 5. PROVIDE FREEZE STAT ON INDOOR COILS - VERIFY INSTALLATION WITH MANUFACTURER. 6. THE VRF SYSTEM HAS MULTIPLE AIR HANDLERS SERVED BY A SINGLE COMPRESSOR - CLOSELY FOLLOW MANUFACTURER INSTALLATION RECOMMENDATIONS. 7. PROVIDE MANUFACTURER'S AREA THERMOSTATS FOR EACH AHU. 8. EACH AREA THERMOSTAT INSTALLATION SHALL ALSO BE ACCOMPANIED BY A HUMIDISTAT THAT SHALL CONTROL THE RESPECTIVE AHU'S "DRY MODE" OPERATION. PROVIDE APPROPRIATE INTERFACE HARDWARE REQUIRED BY MANUFACTURER TO ENABLE THIS OPERATION. 9. INSTALL CORROSION "GRENADE" ON SUCTION LINE AT COMPRESSOR. NOTE: SOME NOTES & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. REFRIGERANT PIPING NOTES 1. REFRIGERANT PIPING SHALL BE TYPE "K" OR "L" SOFT DRAWN ODPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2 COOLING COIL DRIP PIPING SHALL BE TYPE 'M' COPPER OR SCHEDULE: 40 PVC. PROVIDE 4' DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: 4.1. AGLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI 4.2 CHECK VALVES, FORGED BRASS, 500 PSI 4.3. SOLENOID VALVES, FORGED BRASS, 400 PSI 4.4. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER 4.5. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI 4.6. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER 5. REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID LINE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDE) FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 6. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLES; AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12" IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. PIPE INSULATION NOTES 1. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WTH 1" THICK 'ARMAFLEX", OR (EQUAL THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 2. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF 'ARMAFLEX' SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. 3. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. ELECTRICAL CONNECTION NOTES 1. COORDINATE POWER WRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WTH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WITH ELECTRICAL 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WTH "GREENFIELD". MAKE FINAL CONNECTION TO CONDENSING UNIT WTH "UQUIDTTTE'. FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED WTH SINGLE POINT OF ELECTRIC ENTRY. 8. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL FAN SCHEDULE SYMBOL DESCRIPTION GREENHECK SP-B90, 75 CFM W/ BACKDRAFT EF-I DAMPER - CONNECT TO LIGHT SWITCH. 120V-1o, 0.65A SBP CWDIIOA, SIDEWALL, 1600 CFM o 0.25E WG, WITH EF-2 BACKDRAFT DAMPER. j HP 120V-1o. PROVIDE WITH SEPARATE SWITCH. SUNCOURT DB204, INLINE - 4"o, 20 CFM - SF-1 INTERLOCK WITH AHU-I OPERATION. 120V-10, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SUNCOURT DB204, INLINE - 4"o, 20 CFM - SF-2 INTERLOCK WITH AHU-2 OPERATION. 12OV-10, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SUNCOURT DB204, INLINE - 4% 30 CFM - SF-3 INTERLOCK WITH AHU-3 OPERATION. 12OV-Io, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SUNCOURT DB204, INLINE - 4% 30 CFM - SF-4 INTERLOCK WITH AHU-4 OPERATION. 120V-10, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. 1. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62.1 3. VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. 4. COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. 5. PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. 6. VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTTNORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. 7. REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES 8. PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. 9. PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY & RETURN OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. 10. PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW 11. SYSTEM TEST & BALANCE REPORT TO BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT FIBRE DUCT INSTALLATION DETAILS DUCT CONSTRUCTION NOTES 1. ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF 'SMACNA" LATEST PUBLICATIONS AND STANDARDS. 2. ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2' FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2' BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3. DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH 'SMACNA" STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48' IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER THAN 48' SHALL BE SUPPORTED NTH TRAPEZE HANGERS AND STEEL RODS. 4. ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS 5. ALL FLEXIBLE DUCTS SHALL COMPLY NTH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. MERE LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6. SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES GREATER THAN 30DEG . 7. DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON ETHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5) SHALL BE A MINIMUM OF 26 GA. SHEET METAL 8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES 1. ALL INSULATION SHALL COMPLY WTH THE 'FLORIDA ENERGY CODE" LATEST EDITION. 2. FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING STEEL HEIX NON-PEFORATTEQ INNER LINING AND 1-1/2' THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER. 3. ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4. DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION MECHANICAL DRAWING INDEX SHEET DESCRIPTION M-1 HVAC GENERAL NOTES, SYMBOLS 8 SCHEDULES M-2 MECHANICAL HVAC PLAN M-3 MECHANICAL HVAC DETAILS 'DIY ry It $�Y �i A� 1�e�i 5�'SP1, i'i,�mQty itq ^3�p pis J vw, 0 z 0 w a' a 0 d z Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax:772 672-4637 U a 0 w0 a o J q w� yyQ z � Lj U a� J W wd w o (DMrn 0 oov U U c0 w M z U U w W � U } J LLJ U = Q z Ri W Q w x L C/) o J p w U a') O c� owa P0 w ] w o 0 0 o L r) o 0 d U a 0PwLL ENGINEER SEAL Eric J. Svobodc, PE P.E. No. 60982 a ISSUED " "man M m s �mm. w � Dcvrlm m e m � SHEET TITLE YES YES HVAC GENERAL YES NOTES, SYMBOLS & SCHEDULES ISSUE DATE: 05-07-2017� DRAWN: EJS APPROVED: EJS DRAWING NUMBER .1 SHEET I OF 3 16001-12 W a W 30 CFM OUTSIDE AIR 0 rvmannTW T.T.Um,lh.. 20 CFM 20 CFM OUTSIDE AIR OUTSIDE AIR CFF�C CFM DE AIR H\/AC FLAN WAREHous SCALE 114" = 1'-0a GENERAL NOTES: I. ROUTE REFRIGERANT LINES FROM EACH AHU ABOVE CEILING, THRU EXTERIOR WALL SI DOWN WALL IN METAL HAT CHANNEL TO CU. 2. ROUTE I' CONDENSATE DRAIN FROM EACH INDOOR UNIT ABOVE CEILING, THRU EXTERIOR WALL 8 DOWN. TERMINATE ABOVE GROUND IN LANDSCAPE AREA. UTILIZE MANUFACTURER CONDENSATE PUMP. 3. INTERLOCK SF -I OPERATION WITH RESPECTIVE INDOOR UNIT. 4. PROVIDE AUTO DAMPER IN O.A. INTAKE - DAMPER TO CLOSE WHEN AHU 8 SUPPLY FAN CYCLE OFF. KEY NOTES: lO INLINE FAN - INTERLOCK WITH INDOOR UNIT / AHU OPERATION. 20 PROVIDE 12'xl2' TRANSFER LOUVER LOW IN DOOR. O OVERHEAD DOOR SHALL BE OPEN DURING FAN OPERATION. 40 SIDEWALL EXHAUST FAN - PROVIDE WALL OPENING & MOUNTING PER MANUFACTURER'S RECOMMENDATIONS. OUTDOOR AIR CALCULATIONS OFFICE BUILDING 5 PPL x 17 CFM = 85 CFM O.A. 100 CFM O.A. PROVIDED WAREHOUSE 2,200 SO. FT. x .075 CFM / SO, FT. = 165 CFM O.A. 1,600 CFM O.A. PROVIDED z z W 0 U Ld W Z � o W N � w n- W (L 0 W V) Ld W 0_ 0 < o I O N Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 U U a w� <o aJ M W z 3Ir aLd J W Wd z t0 (o : 0 lL O O J O OOV U U O W n N f- Z O U W_ W U } J W Z 2 2 W a R; a W,O T OE W � rrri Ci w -a �l w o oao W O o� m mo O U IL m LL U- ENGINEER SEAL Eric J. Svoboda, PE P.E. No. 60982 ME n¢UExrS, PLMG WTH TIE COCEPTS W M ➢ES1fRIS PAESIXfED IERERI PRE RRElRREO aLY fIX 11E SPEC6IC RRPOSE N0 CLOM Of FIIR RRROE EIGRED@L, OG f� TNM TRET ws PFEPPRE➢. rn.6E W IIPROPFR RFIIRICE W TIESE RRCUr T P Effip MfRQtIIAT10R lldl ROWT U HY FORT PRACE EIlGOFFRIIL, OL SRNL BE YnIWT GREET TO 11E L RJ COPYRIG4f m201J, FART PIERCE EN6REF.WK, RIC KL RICMS RESERVED I SHEET TITLE I HVAC PLAN I ..... "" 06-07-2017 I DRAWN: EJS APPROVED: EJS DRAWING NUMBER pp a d�v d I w SHEET 2 OF 3 16001-12 SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA 1 20 GA GALV. METAL STRAP 'SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT. TYPE'A' TYPICAL RECTANGULAR DUCT BAND VI Jl11VIL JILL AS HANGER STRAP ELK 4D RATED 3TENER 36" DIA. MAX TYPICAL ROUND DUCT DUCT SCHEDULE DUCT DIMENSIONS TYPE INCHES HANGER UPTOIS A 19 TO 30 A/B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA HANGER ROD �SIZE: �Y' I L TYPE'B' F1;[r',t�l HANGER RODS, WIRES OR STRAPS -� BAND ONE HALF -ROUND MAY BE USED IF DUCT SHAPE IS MAINTAINED THRE (TYP UNIT MOUNTE BRACKET SLL SUHLUULL (ALL CONNECTIONS ABOVE CEILING) Ilnnrn AT ANIkAMIT ILI TYPICAL AIR COOLED CONDENSING UNIT. DO NOT LOCATE UNIT WHERE THE UPBLAST WILL STRIKE ANY OVERHANG. LOCATE UNIT MINIMUM OF 2'-0' FROM BUILDING EXTERIOR WALL ANCHOR UNIT TO PAD WITH MIN. 1/4' DIA.— EXPANSION BOLTS 0 1 1/2' EMBEDMENT DEPTH & NEOPRENE PAD. (TYPICAL FOR 4) SUCTION & LIQUID REFRIGERANT LINES RUN REFRIGERANT LINES SHORTEST' DISTANCE TO BLDG. EXTERIOR WALL SEE PLANS FOR CONTINUATION. PAD TO BE 4" LARGER ALL AROUND THAN UNIT, FURNISHED WITH /4 REBARS AT 6" O.C. BOTH WAYS 4" — _ _ �d itc a � i�E♦ c a 8' THICK CONCRETE PAD. 4' ABOVE GRADE AND 4' BELOW GRADE MIN. 3000 PSI NOTE: INSTALL TO WITHSTAND 170 MPH WINDS. 1/2" SUPPORT — RODS (TYP. OF 4) VIBRATION ISOLAI DUCT AIR FLOW UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA DETAILS FLEXIBLE CONNECTIONS DUCT AIR FLOW INLINE CABINET FAN A DUCT SUPPORT DETAILS SCALE=(N.T.S.)I B CEILING CASSETTE DETAIL SCALE=(N.T.S,I C AIR COOLED CONDENSING UNIT DETAIL SCALE=(N.T.S,I D I INLINE FAN DETAIL SCALE = N.T.S] BACK DRAFT DAMPER WALL CC WALL SYSTEM SEAL ANCHOR FAN TO WALL COLLAR EXHAUST FAN FALL TO WITHSTAND 170 MPH WINDS. BIRD SCREEN E I WALL MOUNT EXHAUST FAN DETAIL 3/8" DIA. THREADED STEEL HANGER ROD SEE PLAN FOR EXHAUST DUCT CONTINUATION AND TERMINATION f DUCT SLEEVE—\ ` EXHAUST DUCT / FLEX. CONNECTION/ CABINET FAN TO EXHAUST FAN UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA DETAILS RUBBER -IN -SHEAR VIBRATION ELIMINATORS (TYPICAL FOR ALL 4 HANGER RODS) CEILING EXHAUST FAN CEILING GRILLE F I CEILING CABINET EXHAUST FAN DETAIL THREADED CAP WITH Y2IIO HOLE DRILLED IN TOP, HAND TIGHTENED. SLOPE TO DRAIN THREADED CAP, HAND TIGHTENED AIR w HANDLER UNIT UNION DRAIN PAN SLEEVE NOTE: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 12 TIMES FAN SUCTION S.P. B = %" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE PVC. 5. INSULATE ALL DRAIN LINES WITH Y" ARMAFLEX SCAT%=(N.T.S.) G CONDENSATE DRAIN TRAP DETAIL SCALE Oil F,M13.bTC TOY9I,4 �l4t�(� .. �f1°PI�I: 1(F'11!..!.,p pltTawpab°� IP SL. �n`I". Y r _ dux lle IVY' r $ sa t fai i1.S�.:.R �33nye'� N z 0 > a 0 z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 U a Lj > Ir w Q U 6 J u- Q Lj <X J W wa w o (DIf0 0 oov U U 0]WM z z 0 0 U W U W } J LE1 2i f--4 > z o = N Q z W U w- X v a w rn U Li o p w FL a o O w � I- 0 CL U � o- mww o 0 ENGINEER SEAL Eric J. Svobodo, PE P.E. No. 60982 11EY BBCL/ENfS VIIIM WME 1 "II24TBH PHO ABAPTAHDI BY MT PRRff EK211DRPL, BC.S BE Vn10UT uABB]rl M M SOLE EIPYRiEiB cw' M PRAfD EWOEFn4lG, Blt NL AIEMS FESFRVFd SHEET TITLE I MECHANICAL DETAILS IJJUt WA It: 06-07-2017 DRAWN: EJS APPROVED: EJS DRAWING NUMBER M-3 SHEET 3 OF 3 16001-12 PLUMBING FIXTURE SCHEDULE CODE DESCRIPTION HW CW WASTE VENT TRAP REMARKS WATER CLOSET, FLOOR MOUNTED, ELJER MODEL 091-2175, VITREOUS CHINA, EQUAL BY AMERICAN WC-1 ELONGATED RIM, OPEN FRONT SEAT LESS _ 1/2" 3" 2" INT STANDARD COVER, POLISHED CHROME ACTUATOR, ADA RIM HEIGHT. LAVATORY, WALL HUNG, ELJER MODEL 051- 2104, VITREOUS CHINA, 4" HIGH BACK, EQUAL BY AMERICAN L-1 1 1/4" 'P' TRAP, GRID DRAIN. CHICAGO 1/2" 1/2" 2" 11/4" 11/4" STANDARD FAUCET MODEL 802-V VANDAL RESISTANT. ADA COMPLIANT. COUNTER TOP SINK, JUST MODEL SL-2122-A S-1 GR, S.S., SELF RIMMING, (4)4' CENTER 1/2„ 1/2" 2" 11/2" 11/2" HOLES, 1 1/2" 'P' TRAP, JWF-201-W4 SERVICE SINK, FLOOR MOUNTED, MUSTEE S-2 18F DURASTONE WITH MANUF. FAUCET W/ 1/2" 1/2" 2" 1 1/2" 1 1/2" 3/4" HOSE THREAD. ELECTRIC WATER COOLER, HALSEY EWC-1 TAYLOR HAC8FBL-VR-Q, SPLIT LEVEL, =1/2-2-1 1/4" 1 1/4" EQUAL BY OASIS OR ELKAY 8GPH, VANDAL RESISTANT, ADA — COMPLIANT. PLUMBING EQUIPMENT SCHEDULE CODE DESCRIPTION REMARKS EXTERIOR CLEAN OUT, ADJUSTABLE TOP, SET IN 12" X 12" X 4" CO-1 INTERNAL CLOSURE PLUG, HEAVY DUTY COVER CONCRETE PLATE. WALL CLEAN OUT PLUG WITH CHROME PLATED CO-2 BRASS COVER PLATE. TANKLESS WATER HEATER, STIEBEL ELTRON MOUNTONWALL.SETAT H TANKLESS WATER HEATER, CHRONOMITE SR- MOUNT BELOW COUNTER. TWH-2 15L, 1.8KW, 120V 1 PHASE SET AT MAX 110 DEG. VIDE S - TO HB-1 VACUUM BREAKER, LOOSE KEY STOP. EACH HOSE BIBB PER CODE. n PLUMBING SYMBOLS GENERAL NOTES: a U w :SYMBOLS DESCRIPTION U) M w — — — COLD WATER (CW) ---- HOT WATER (HW) I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL ~ w SEWER (S) PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE — SCHEDULE". o — — — VENT LINE (V) 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, w i -- HWR— RECIR. HOT WATER GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND 2 VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC W w -- CO CONDENSATE DRAIN PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD W -- x EXISTING PIPE WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A in ® CONNECT TO EXISTING RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH > —SD— STORM DRAIN (SD) H.V.A.C. CONTRACTOR. Of P PUMP 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT 81 HOSE BIBBS, a STOP COCKS IN HOT AND COLD WATER PIPING TO ALL VTR VENT THRU ROOF PLUMBING FIXTURES. CD VAC WATER CLOSET "L 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE " SOFT o 0 UR URINAL TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL v BE TYPE "L" HARD TEMPERED COPPER. a Z HL HAND LAVATORY 5. INSTALL I" FOAM RUBBER INSULATION ON ALL HOT WATER Fort Pierce L-(No) LAVATORY PIPING ABOVE a BELOW GRADE. ALL JOINTS IN INSULATION ARE HB HOSE BIBB TO BE TAPED. Engineering, Inc. Dependable Mechanical, Electrical SS SERVICE SINK 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW & Plumbing Design FINISH FLOOR TILE. C.A. No. 28173 DF DRINKING FOUNTIAN 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE EWC ELECTRIC WATER COOLER WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, EWH ELECTRIC WATER HEATER INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NFPA, ASME, ASHRAE, ASA AND AGA. GWH GAS WATER HEATER 8. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, 1 SH SHOWER RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT HS HAND SINK SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS FD FLOOR DRAIN SHALL EXTEND THROUGH ROOF WITH LEAD FLASHING. RD ROOF DRAIN 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE 315 South 7th Street -D4— GATE VALVE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING Fort Pierce, FL.34950 GLOBE VALVE FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY Phone: 772 672-4636 Fax: 772 672-4637 OTHERS. �— CHECK VALVE 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO -0a vuo- BACK FLOW PREVENTER MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. —� VALVE IN YARD BOX (TYPE AS NOTED) 11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PRESURE RELEIF VALVE (RV) PREVENT WATER HAMMER. WATER METER 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN a --0 ELBOW - UP CONNECTING TO ANY DISSIMILAR METALS. w o Q J —E)-- RISE OR DROP 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ° r DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND � CONCENTRIC REDUCER EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. a w —p-- DIRECTION OF FLOW o ° o 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- o w co M (n C.O. CLEAN OUT (RISER) MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO _j U co o M FINAL ACCEPTANCE BY OWNER. —C.O. CLEAN OUT •-O_ C.O. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL III WALL CLEAN OUT FROM ALL AUTHORITY'S HAVING JURISDICTION. —� PLUGGED PIPE 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS Z SHOWER HEAD CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR o FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. PUMP W/FLOW DIRECTION w m� FLOW SWITCH U J } _ PRESSURE SWITCH L i I" Z m A,B,C,D WATER HAMMER ARRESTER z � a w , o o cwi av J M WITH P.D.I. SIZE W x o w J FL o 0 F O J M n O p 0)w� a U o_ ENGINEER SEAL ��gtiafii[i�r � ,1.S-V ,r �Z.' N PLUMBING DRAWING INDEX Eric J. Svob PE SHEET DESCRIPTION ISSUED P.E. No. 60982 ncx er>cuams, uu� mx ,� coasts xm � asroa v�nnm � ua: rxr"mm oar rm nc srccmc P-I PLUMBING LEGEND, NOTES, SCHEDULES fi DETAILS YES nm¢¢ am d_¢xr tF rotr rma¢ wmFEww, urL. r� e v Rc vxrram REM M P-2 PLUMBING PLAN YES nca muwits vmo"r uamn, �toH axu v pr ,"n"�c s �rmzm�, W P-3 PLUMBING WASTE -VENT & WATER RISER YES PVm SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 06-07-2017 I �i�d I"t.t-if 1{�1!,) irybCn �'I'di.Sl'ISS'"vla`'Jtliil: DRAWN: E.JS V 0iPa°Ot9sm,C;7iq>a ea,D .o9AT. APPROVED: EJS DRAWING NUMBER 1 NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY I\IOT PERTAIN TO THIS PROJECT. SHEET I OF 3 16001-12 1" WATER. SEE SITE UTILITY PLAN. T pjI e WASTE. SEE SITE UTILITY PLAN. OFFIC �i �> PLUMBIN G FLAN SCALE 1/4" = 1'-0" UJAREH0us NERAL NOTES: ROUTE WATER LINES ABOVE CEILING AS INDICATED. :Y NOTES: ROUTE V CW UP ABOVE CEILING / ALONG UNDERSIDE OF ROOF. 2 } VENT THRU ROOF. PROVIDE t CW FOR ICE, CONNECT TO S-I DUAL CONNECTION SHUT-OFF VALVE. Al o-q0'(F'<.%I`{,.20 I�rikry0S E,Iggrv��'qdpv��d.seRK ' 2'11RS 'v`GJZC r0Ib N'�' Wt�� �I,yl�hng�l lRJ3�'SS ..�r'�vz air„nr �^,aap is n'sTO t i- 1Y09r 6'k`���.I uP 79 bce7Fik.4s�n, Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 c5 U H Q f�J7 O W � P > O d Q J Q W fr 3 v QX J W wa in 0 uZa OW0to �a) J IT CO O_ M U Y H Z 0 O U _W U W } J W Z O = N Q Z W a U w�a O X O W 01 m M v W —1 F- o O Ld o O w 0 t w 0 gl00 U OY 0- M ° W JO L ENGINEER SEAL -r/ I STALE OF , Eric J. Svobodc, PE P.E. No. 60982 SHEET TITLE PLUMBING FLOOIR PLAN DRAWN: EJS APPROVED: EJS DRAWING NUMBER P-2 SHEET 2 OF 3 16001-12 \ \ \ \ \ \ \ M \ 314 / WATER RISER - OFFICE SCALE: N.T.S. WASTE - VENT RISER - OFFICE SCALE: N.T.S. En H Z W 0 O U W z j o W w � w W a 0 W W 61 1 w O o IT O 6 z Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax:772 672-4637 U z a 0 U >o <O Q J W W 0 Q Lj w aft J W W EL W O O O V U U m ILM } z z 0 U U W ' J w 2> Z o z W Q U i- O X U W of En M U LE1 �) F w o o W a o o 04 o r-- O 04 U O' E ,r7 ° U_ u_ ENGINEER SEAL Erlc J. Svobodo, PE P.E. No. 60982 LRFIRS, NM Y TIE EMEEPTS " M !ER➢I ME EEIQ♦DE➢ Q y FIR TIE PEE Ito E W MT PS.RCE EIG➢QRpG, ➢ Y V PAEPNER IE16E ER DPR�ER n SHEET TITLE PLUMBING WASTE -VENT & WATER RISER ISSUE DATE: 06-07-2017 DRAWN: EJS APPROVED: EJS DRAWING NUMBER P-3 SHEET 3 OF 3 16001-12 ELECTRICAL SYMBOL LEGEND BASIC MATERIALS SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH (SUBSCRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH Sp SINGLE POLE SWITCH WITH PILOT LIGHT SWP SINGLE POLE SWITCH WITH WEATHERPROOF COVER SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) SK SINGLE POLE KEY SWITCH SM THREE-WAY KEY SWITCH S4K FOUR-WAY KEY SWITCH SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY SLV LOW VOLTAGE SWITCH SF WHTE FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUAL OLOR SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V LEVITON 1121-2 OR EQUAL SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND PILOT LIGHT SD DIMMER SWITCH (1500 WATTS UNLESS OTHERWISE INDICATED) STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS (gc= DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED E)- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK T @= SURGE PROTECTION TYPE (TVSS) SP DUPLEX RECEPTACLE ® PEDESTAL MOUNTED RECEPTACLE ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE WITH APPROPRIATE FLANGE. FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE ® AND ONE COMBINATION W/ VOICE/DATA OUTLET ® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES AND ONE COMBINATION W/ VOICE/DATA OUTLET © POKE THRU pP POWER POLE @= SINGLE POLE SWITCH/RECEPTACLE COMBINATION S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT COVER PLATE WITH SPANNER HEAD SCREWS DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GFI RECEPTACLE (EWC DENOTES ELECTRIC EWC WATER COOLER. COORDINATE WITH EWC INSTALLER FOR MOUNTING HEIGHT) W� GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. GFI RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER ISOLATED GROUND DUPLEX RECEPTACLE, IG (ORANGE DEVICE) DUPLEX RECEPTACLE NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND © CLOCK RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED LIGHTING CONTROL TIME CLOCK ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH FG-NU GROUND BAR ® PLUG-IN STRIP WITH RECEPTACLES,18' O.C. UNLESS OTHERWISE INDICATED ® UNDER GROUND CONCRETE ENCASED DUCTBANK JUNCTION BOX -� JUNCTION BOX- WALL MOUNTED -mom JUNCTION BOX- FURNITURE SYSTEM FEED ■ CONDUIT SEAL -OFF FITTINGS SP 3 SURGE PROTECTOR C3 = SERVICE ENTRANCE DEVICE, MAX 250KA PER PHASE B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE Fs-Ti SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS EDH-X OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS LAM^ ELECTRIC DUCT HEATER MOTOR CONNECTION. ® VARIABLE FREQUENCY DRIVE FH_D1 ELECTRIC HAND DRYER I5DQ DIRECT DIGITAL CONTROL PANEL ❑T TRANSFORMER BASIC MATERIALS CONT. SYMBOL DESCRIPTION ® AUTOMATIC TRANSFER SWITCH ETNON-FUSEDDISCONNECT SWITCH, AMP RATING / # OF POLES NEMA I IF INDOORS NEMA 313 IF OUTDOORS �1 30AR FUSED DISCONNECT 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS SIZE # OF POLES EP 3\30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE & # OF POLES 3 POLE UNLESS OTHERWISE NOTED �- ENCLOSURE NEMA RATING. NEMA STARTER SIZE o BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, SURFACE MOUNTED BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS, FLUSH MOUNTED BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL. ,,--------,,,CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, UNDERGROUND OR UNDER FLOOR. �-,BRANCH CIRCUIT CONDUIT EXPOSED II- GROUND OR GROUND ROD AS NOTED BEM -EMERGENCY BRANCH CONDUIT OUP CONDUIT TURNING UP DN CONDUIT TURNING DOWN CONDUIT STUB -2 CONDUIT CONTINUED �- FLEXIBLE CONDUIT EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT - FUTURE NEW LIGHTING F-*--I FLUORESCENT STRIP FIXTURE FIXTURE A DESIGNATION FLUORESCENT FIXTURE CIRCUIT-2 a- LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG NUMBER FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE. 117=11 FLUORESCENT WRAP AROUND OR SURFACE MOUNTED FIXTURE. ` Y FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE Q HID, FLUORESCENT, OR INCANDESCENT FIXTURE FLUORESCENT, OR INCANDESCENT WALL WASHER. 0- ACCENT FLOOD LIGHTING - AIMING AS INDICATED _ EXIT LIGHT FIXTURE ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACES) OF FIXTURE) 1_(�o WALL MOUNTED EXIT LIGHT FIXTURE H4 COMBINATION EXIT/EMERGENCY LIGHT FIXTURE 0-0 EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS pg ELECTRICAL PULL BOX TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF LIGHT FIXTURES) ® BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) BATTERY PACK WITH TWIN HEADS (WALL MOUNT) MOTION/OCCUPANCY SENSOR SYSTEM o LIGHTING CONTROL PANEL © PASSIVE INFRARED OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT UI ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT D© PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT ''MS SINGLE POLE SWITCH - PASSIVE INFRARED OCCUPANCY SENSOR ® OCCUPANCY SENSOR POWER SUPPLY FIRE ALARM/DETECTION SYSTEM SYMBOL DESCRIPTION 10 MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTOELECTRIC ® TYPE UNLESS OTHERWISE NOTED E = ELEVATOR WITH RECALL CONTACTS I = IONIZATION DUCT SMOKE DETECTOR R = RETURN S = SUPPLY ® SUPERVISED CONTROL RELAY DUCT SMOKE REMOTE ALARM INDICATING LAMP, W/ TEST SWITCH, WALL MOUNTED 72" AFF ® REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH WALL MOUNTED 72' AFF, SIMPLEX 4098-9842 OR EQUAL COMBINATION AUDIBLE/VISUAL XXCD NOTIFICATION DEVICE CD = CANDELA RATING, MINIMUM 75 CD PER FBC II-4.28.3(4) SS FIRE ALARM SPEAKER - CEILING MOUNTED �S WALL MOUNTED SPEAKER WITH STROBE XXCD CD = CANDELA RATING ® FIRE ALARM SPEAKER - WALL MOUNTED O FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED CD = CANDELA RATING VISUAL SIGNALING UNIT, WALL MOUNTED (NO AUDIO DEVICE) �P FIREMAN'S PHONE JACK SPRINKLER TAMPER SWITCH CONNECTION SPRINKLER WATER FLOW SWITCH CONNECTION FP FIRE ALARM SYSTEM PRINTER ZONE ADDRESSABLE MODULE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ®H CONNECTION TO CLOSURE/ HOLDER ELECTROMAGNETIC DOOR HOLD OPEN DEVICE 1gH CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE INDICATED. M4 BEAM DETECTOR - TRANSMITTER 24 BEAM DETECTOR - RECEIVER FAoCP FIRE ALARM CONTROL PANEL rFIRE ALARM TERMINAL CABINET FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED F_�FIRE ALARM SYSTEM CONDUIT AND WIRING FIREMAN'S ELEVATOR WARNING LIGHT PAGING SYSTEM & BACKGROUND MUSIC ES LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ SUPPORT TRUSS. (CEILING MOUNTED) W = WALL MOUNTED S❑ LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ ENCLOSURE FOR EXPOSED CEILING AREAS W = WALL MOUNTED S� HORN/TRANSFORMER FOR HIGH NOISE AREAS MECEPAGING SYSTEM EQUIPMENT CABINET Pv PAGING SYSTEM TERMINAL CABINET -DR-� DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING VC VOLUME CONTROL NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. TELEPHONE/DATA SYSTEM SYMBOL DESCRIPTION PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. C = ABOVE THE COUNTER M = NUMBER OF DATA PORTS, DEFAULT = 1 N = NUMBER OF PHONE PORTS, DEFAULT = I mA DATA OUTLET, BPEIC 0 N PHONE OUTLET, RJ II M ® N COMBINED DATA/PHONE OUTLET, 8PBC/RJII ® TELEPHONE OUTLET FLOOR MOUNTED TELEPHONE/COMPUTER TERMINAL 130ARD TTC TELEPHONE TERMINAL CABINET -----,TELEPHONE SYSTEM RACEWAY TELEVISION RACEWAY SYSTEM TELEVISION OUTLET FOR ANTENNA TV TELEVISION SIGNAL WALL OUTLET ,,,TV ---,,,TV DISTRIBUTION SYSTEM RACEWAY ® MAGNETIC LOCK )CTV CAMERA W/ CONDUIT TO VIDEO )UNCTION BOX PR 'AN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT FO VIDEO JUNCTION BOX - MOUNTED MIN 15' AFF OR a CEILING SYNCHRON)US MASTER CLOCK SYSTEM TNCHRONOUS SYSTEM CLOCK FATC MISTER CLOCK CONTROL PANEL ,--pL--,, RASTER CLOCK SYSTEM CONDUIT AND WIRING )OORBELL SYSTEM DOR PUSH-BUTTON STATION WP = WEATHERPROOF DB OORBELL CHIME (SELF CONTAINED) TDB-__," OORBELL SYSTEM CONDUIT AND WIRING DOR CONTROL SYSTEM DTION DETECTOR 360 ® AD READER ❑K 31TAL KEYPAD 0 LANCED MAGNETIC DOOR CONTACT HTERCOM SYSTEM IC ITER STATION C = COUNTER D = DESK W = WALL MOUNTED H = HAND SET TYPE HF = HANDS FREE WP = WEATHER PROOF IC 'ERCOM SYSTEM SPEAKER W = WALL MOUNTED Ita ERCOM EQUIPMENT CABINET ICTC F ERCOM TERMINAL CABINET IC TERCOM SYSTEM CONDUIT AND WIRING SSEC aw )UND SYSTEM EQUIPMENT CABINET SSTC rJ )UND SYSTEM TERMINAL CABINET -S)UND SYSTEM CONDUIT AND WIRING I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE 2011 EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE, THE FLORIDA BUILDING CODE FIFTH EDITION (2014), AND THE 2014 FLORIDA FIRE PREVENTION CODE. 2. ON ALL ELECTRICAL. PLAN SHEETS, E.G. "E-l', 'E-2.1', ETC., THE TERM 'CONTRACTOR' SHALL MEAN 'ELECTRICAL CONTRACTOR', SOMETIMES ALSO ABBREVIATED AS "E.C.". 3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. 4. EQUIPMENT SHALL 13E OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 5. CONTRACTOR TO INSTALL A COMPLETE ELECTRICAL SYSTEM FOR LIGHTING AND POWER FROM THE EQUIPMENT REQUIRED BY SERVING ELECTRIC UTILITY AT THE POINT OF DELIVERY TO AND THROUGH THE BRANCH -CIRCUIT PANELS TO AND INCLUDING ALL OUTLETS, DEVICES AND EQUIPMENT FURNISHED BY OTHERS AS MAY BE REQUIRED. 6. CONTRACTOR SHALL, MAKE EARLY CONTACT AND MAINTAIN DIRECT COMMUNICATION WITH THE SERVING ELECTRIC UTILITY TO ENSURE CORRECT INSTALLATION OF CONDUITS PRIOR TO CONCRETE AND PAVEMENT INSTALLATIONS, TO ENSURE CORRECT INSTALLATION OF METERING FACILITIES, TO ASSIST THE OWNER IN OBTAINING A FAULT CURRENT LETTER, AND TO ENSURE THE TIMELY PROVISION OF ELECTRIC SERVICE. 7. IN OTHER THAN DWELLING UNITS, SERVICE EQUIPMENT SHALL BE MARKED WITH THE MAXIMUM AVAILABLE FAULT CURRENT PER NEC 110.24 AND THE DATE OF THE MARKING. SEE RISER DIAGRAM SHEET OR PANEL SCHEDULE SHEET FOR FAULT CURRENT CALCULATIONS. 8. UNLESS OTHERWISE NOTED OR SHOWN ON THESE PLANS, 8.4 KV MCOV LINE -TO -NEUTRAL, 75KV BIL, 33.7KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL, 65KA MINIMUM SHORT -DURATION WITHSTAND SURGE PROTECTION (TYPICAL) IS PROVIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR PRIMARY RISER POLE SERVING THIS PREMISES. 9. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR STARTERS, DISCONNECT SWITCHES AND EQUIPMENT GROUNDS. 10. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE, AND DATA SYSTEMS INCLUDING RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH SYSTEM FOR ADDITIONAL DETAILS AND INSTRUCTIONS. 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED IN THE 'LIGHTING FIXTURE SCHEDULE". 12. PANELBOARDS, AND DISCONNECT SWITCHES SHALL HAVE COPPER OR COPPER (NOMINAL 15% BY VOLUME) CLAD ALUMINUM BUS. 13. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE LABEL MUST CONFORM TO THESE ELECTRICAL DRAWINGS. 14. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL PANELBOARDS, EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC 408.4. 15. THE MAIN BREAKER OR FUSIBLE DISCONNECT SHALL BE A QUICK -MAKE, QUICK -BREAK, LOAD -BREAK DEVICE. 16. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC OR MC CABLE LISTED FOR UNDERGROUND USE UNLESS OTHERWISE SHOWN AND/OR REQUIRED BY CODE. 17. CONDUIT FOR ABOVE: GRADE SHALL BE 'GRC', 'IMC' 'SCH 80 PVC' OR °EMT". 'LFNC" SHALL BE U:)ED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING UNITS, WATER HEATEERS AND OTHER EQUIPMENT. MC CABLE MAY BE USED FROM NJ -BOXES" IN CEILING TO SWITCHES, RECEPTACLES AND BETWEEN DEVICES. SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED. 18. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO. 1/0 AWG AND LARGER SMALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING SPACE. 19. CONDUCTORS OF MULTIWIRE CIRCUITS SHALL BE GROUPED IN AT LEAST ONE LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGIN BY WIRE TIES OR SIMILAR MEANS. MULTIWIRE CIRCUIT DISCONNECTS SHALL BE PROVIDED WITH A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. 20. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND LIGHTING. ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE. 21. COLOR CODE FOR 240/120V Io SYSTEM SHALL BE: BLACK, RED, WHITE a GREEN. 22. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS IN LAYOUT. 23. MOUNT WALL SWITCHES 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON DRAWING. GANG SWATCHES WHEREVER POSSIBLE. 24. SWITCHES SHALL BE ROCKER TYPE, 120 VOLT, 20A, COMMERCIAL SPECIFICATION GRADE, UNLESS OTHERWISE NOTED. SWITCHES SHALL BE WHITE IN COLOR. SWITCHES CONTROLLING LINE -TO -NEUTRAL LIGHTING LOADS SHALL COMPLY WITH NEC 404.2(C). 25. RECEPTACLES SHALL. BE LOCATED 15" ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL BE MOUNTED 6' ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 26. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED. RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. RECEPTACLES WITH METAL COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP, UNLESS OTHERWISE NOTED. 27. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R AND SHALL BE UL LISTED COLOR SHALL BE WHITE. OUTDOOR RECEPTACLES SHALL BE WEATHER RESISTANT. 28. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 29. RESERVED 30. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER EQUIPMENT. 31. RESERVED 32. AIR CONDITIONER BREAKER SHALL BE MARKED 'LISTED HACR TYPE" AS REQUIRED BY NEC 110.3(B). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL BE CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT. 33. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE, LOAD BALANCE, GROUNDS AND GROUND RESISTANCE, SHORT CIRCUITS, AND TO INSURE SATISFACTORY OPERATION AND CONFORMANCE TO CONTRACT REQUIREMENTS. 34. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED BY THE CONTRACTOR(S) AS PART OF THIS CONTRACT. 35. PRIOR TO COMPLETION OF THE WORK, THE CONTRACTOR SHALL MARK THE SERVICE EQUIPMENT WITH THE AVAILABLE FAULT CURRENT PER NEC 110.24, USING EITHER THE FAULT -CURRENT FROM THE UTILITY FAULT CURRENT LETTER, OR THE SHORT CIRCUIT CURRENT CALCULATION FROM THESE PLANS. IF PROVIDED WITH THE FAULT CURRENT LETTER, THIS ENGINEER WILL UPDATE THE CALCULATION TO OBTAIN THE FAULT CURRENT AT THE SERVICE ENTRANCE. 36. AFTER COMPLETION OF THE WORK, THE CONTRACTOR SHALL SECURE CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION (AHJ). 37. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH RECORD DRAWINGS OF THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. IF PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, THE ENGINEER SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS AND PROVIDE A COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD MARKUP TO THE CONTRACTOR. 38. WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE FIFTH EDITION (2014) AND THE 2014 FLORIDA FIRE OREVENTION CODE. MAINTENANCE MANUAL FOR ALL EL17CTRICAL SYSTEMS INSTALLED IN ACCORDANCE WITH THESE PLANS THAT REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL SHALL INCLUDE: A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDEN71FIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 39. WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 40. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE NOT PERMITTED FOR SINGLE PHASE CIRCUITS. 41. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110, AND WITH NEC 210.8 FOR GFCI DEVICES. 42. THE EXCLUSIVELY -DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 43. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET PER FBC 302: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF' THE OUTLET BOX AND THE EDGES OF THE OPENING. E. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). F. PROVIDE A WALL AROUND OUTL17TS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. G. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA. H. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. I. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. ELECTRICAL ABBREVIATIONS E.C.: ELECTRICAL CONTRACTOR GFI: GROUND FAULT PROTECTION WP: WEATHER PROOF VP: VAPOR PROOF IG: ISOLATED GROUND M: MOTOR LOAD SA: SMOKE/CO ALARM LOAD L: LIGHTING LOAD F: FAN LOAD R: RECEPTACLE LOAD NL: NIGHT LIGHT P: PANEL UON: UNLESS OTHERWISE NOTED AFF: ABOVE FINISHED FLOOR AFG: ABOVE FINISH GRADE BFC: BELOW FINISHED CEILING SN: SOLID NEUTRAL ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E-I ELECTRICAL LEGEND, SPECIFICATIONS a ABBREVIATIONS YES E-2 ELECTRICAL POWER SYSTEMS FLOOR PLANS YES E-3 ELECTRICAL LIGHTING SYSTEM FLOOR PLANS YES E-4 ELECTRICAL DETAILS,RISERS a SCHEDULES YES i NESE s L AK`3 i$NO k4L PlIO 6SEr) WOR'h:. A19E "IUBJECT T ; ; PA' CO2iIl2,CTIMIS IR Q Ull rr a;)/"I ^_i IINSPo r'f,T012S,, TN AT. 11x16j,:9O ffi `; 0 a 0 0 Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 z w a 0 wof <0 aJ fw U aUj J W s wn- uz o oMm J UO 0 0 M U z 0 0 U w U W U } J tit z = 0 Qo z W a U w to Do) o X W UpIr Mm Ur- w oUl o oa O � o ti x 0 K rn 0 wIL J0- ENGINEER SEAL Timothy C. Trewyn, PE P.E. No. 61580 11ESE iOCIMNIS, E ME VITX TfE COCEPIS OMp 0t uslers PPESEtIiF➢ IDE➢I FRS FRn]UTi P PIIACE QLY FIX RESPE PLRPOSE O!ID dmrt EN44IIRI,L, M nY. f➢R YlnGl 11EY VEAE PREPNRA RnISM ➢P%PFR RENa RI n n vmour vRlrrex wrianunoi ao AWPThT1ffi 1N V BY n WT PIERCE INCE vRI6RI C[PYEILQMR WT. AW.L lrwur unM m ne Sac mEN], roar PIERS EN4AEERRL, NL RIORS P.ESERVEO, SHEET TITLE ELECTRICAL SYMBOL LEGEND, GENERAL NOTES & ABBREVIATIONS ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER SHEET I OF 4 16001-12 LLD WALL PACK DAY-BRITE#WTM60 WLU MC-3 BRONZE FINISH, LED LAMPS (TYPICAL) CL >z X m +12'0' AFG Proposed Storage Bldg. (2160SF) PANEL "PIA' Loading Zone WAWIUL15L LLLC I s SER CE DISCONNECT a WAREHOUSE BUILDING—� ELECTRICAL SERVICE Proposed Storage Area (Active Well l 3 sl aeeq I well Pump Proposed Office PI-3( Bldg. (1152SF) FPUA !PANEL 'PI' METER PANEL 'DP' \-(2)2"CONDUITS FOR THE TELEPHONE SERVICE ELECTRICAL SITE FL/4N 0 0 COORDINATE TERMINATION OF THE BUILDING SERVICES WITH - THE RESPECTIVE UTILITY. SCALE:NONE FPUA POLE W/ TRANSFORMER BANK (2)2"CONDUITS FOR THE TELEPHONE SERVICE TO POLE (2)2'CONDUITS FOR — �] THE TELEPHONE SERVICE TO POLE (2)#10 & (1)#10G. DP-6:8 IN 3/4" C. 60AR WELL PUMP (EXIST) NF 3 2HP 230V 1 PHASE REFER TO THE CIVIL DOCUMENTS FOR LOCATION, AND FIELD VERIFY HP AND VOLTAGE. ffij' (1)#10G. IN C. 60AR NF 60AR 3 P J'" �jj ' ^iZ4 3/4" C. (2)2"CONDUITS FOR THE TELEPHONE SERVICE FOR WAREHOUSE Ii - - ® PI -II QD PI-110 PI-22 PHI ,R, ^s aug-r-I N CONDUITS FFT*r-ft^, PI -I CAP AND BUSH CONDUITS. COORDINATE FINAL LOCATION WI1H OWNER P 10 0 ) M tdT i ROUGH=IN. aj 81 ()#12&( 3/4" C. (2)#12 & IN 3/4" C. PI-18:20 SUJ v s c 3 PI-5 OFFICE 1 #12 & (1)#12G. 3/4" C. OPEN 30AR NF ttrOF 2 (2)#12 & (1)#12G. IN 3/4' C. PI-7 3N0AR 30 AR NF f le )PI�2 I-4 1,C AHU- PI-142 PI-14 PANEL "DP' R it o va M _. FPUA METER n ❑ul PI-2 PI-4 S 9 (2)#10 & (1)#10G. DP-5:7 IN 3/4" C. WAR GRINDER PUMP NF 3 2HP 230V 1 PHASE. REFER TO THE CIVIL DOCUMENTS FOR LOCATION "Ilk POWER SYSTEMS PLAN �i PI-7 ca t SCALE. 114" = 1'-0" WAREHOUSE ELECT. SERVICE DISCONNE( I1 +I 1 1 (2)2"COND THE TELEP FROM OFFI ELECTRICAL KEY NOTES: EXHAUST FAN TO BE CONNECTED TO AND CONTROLLED VIA THE ROOM LIGHT SWITCH. E.C. TO PROVIDE TOGGLE DISCONNECT ABOVE CEILING FOR THE EXHAUST FAN. ore a,., .:P YI YSi!Pl i {V'si`°' rU'INOFr„ f ,,. rl.a y"4'. 2� S1ra d :. a �, a p� i7&i✓� �� i i, t YI !'+ Al'. ' •••.. ELECTRICAL KEY NOTES: Qj EXHAUST FAN TO BE CONNECTED 10 AND CONTROLLED VIA THE ROOM LIGHT SWITCH. E.C. TO PROVIDE TOGGLE DISCONNI CT ABOVE CEILING FOR THE EXHAUST FAN. Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax:772 672-4637 U U U Q 0 U W m Q O J Q W LL- QW z 3v cIr J W W (L W O to K 0) J O W 0 M U } z z 0 0 U _W W U r J �' z o = to Q Z W U w v O X_ W m M U W r-� a w 0 w o ap O moo h o- 0 U 0 a m W w ENGINEER SEAL QF Timothy C. . Trewwyyn No61580 , PE P.E. n[u n¢ucRrs, Mnrw vrtx � cwcEPrs um m umu PRE19ilED I M "RE BMRT M a'LY NU M SPEM PLNP"SE Pim LLaM ff nRi PIDCE pIG"Er7t"L. MC. MR TWEE T1EY WE nSPPAE", REllSE 0t WEAM N AJ4D M iIESE Wf1"O11S VliHpn VRInEN INIptnAiQN NID /➢APTRT@! "Y nRi PIDME EtL➢EW01G, ➢L SWll. s nnun Lueam m ne swc cffxwrxrmPm�, PWT PR%F FN"F£R"!6, INC. PLL Rip?S P.LTFRVE". SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-2 SHEET 2 OF 4 16001-12 LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER - PART NUMBER LAMPS VOLTS MOUNTING DESCRIPTION REMARKS NO TYPE WATTS A DAY BRITE - BWN232-120-I/2-EB 3 T8 32 120 CEILING 2'x4' RECESSED FLUORESCENT TROFFER,PATTERN 12 PRISMATIC LENS. WHITE FRAME. 2 T8 17 120 WALL 24' LONG FLUORESCENT WALL BRACKET. CLEAR WALL MOUNT ABOVE MIRROR CENTER LINE. B DAY BRITE - WB217CP-120-1/2-EB 1 PRISMATIC LENS. STEEL END CAPS. COORDINATE WITH ARCHITECTURAL PLANS. c LIGHTOLIER - IIOIFD26L 1146 I CFL 1 26 120 CEILING 6' DIAMETER DOWN LIGHT, CLEAR REFLECTOR WHITE TRIM D MCPHILBEN - CAX6L40W20 2 MRI6 20 120 CEILING/WALL 2 LAMP POLYCARBONATE EMERGENCY LIGHTING FIXTURE. HIGH OUTPUT HALOGEN LAMPS. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. E MCPHILBEN - CXXL-3-G - LED <=5 120 CEILING/WALL LED THERMOPLASTIC LED EXIT FIXTURE WITH NICAD BATTERY. GREEN LETTERS. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. COMBINATION 2 LAMP POLYCARBONATE EMERGENCY MOUNT 8'-03 A.F.F. FOR WALL MOUNT. F CHLORIDE - CCTXL R 3 G W-REMOTE HEADS CR2CSWD 2 TUNG. 5.4 120 CEILING/WALL LIGHTING/EXIT SIGN FIXTURE. TUNGSTEN LAMPS. 65 TO 85 DEG F. LEAD CALCIUM BATTERY. G LIGHTOLIER - 1104 FI8 1178SH I CFL 18 120 CEILING 6' DIA. DROP POLYCARBONATE LENS SHOWER LIGHT WET LOCATION LISTED. H DAY-BRITE - IFD 232 PP UNV I/2 EB 2 T8 32 120 CEILING 4'0" FLUORESCENT INDUSTRIAL FIXTURE, 10% UPLIGHT SYMETRICAL REFLECTOR. J THOMAS - SL 9216 8 I INC 60 120 WALL WHITE FINISH, POLYCARBONATE FRAME ADA COMPLIANT GENERAL LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURES. 3. PROPOSED ALTERNATE LIGHTING BIDS MUST INCLUDE THE FOLLOWING: A. COST SAVINGS TO OWNER. B. PHOTOMETRIC LAYOUT OF PROPOSED ALTERNATE LIGHTING FIXTURES. C. ABOVE INFORMATION MUST BE SUPPLIED TO THE ENGINEER (3) DAYS PRIOR TO BID. 4. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6. FIXTURES IN AREAS WITHOUT CEILINGS OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH I I/25xl 1/2' KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-O'A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. B. ALL SHEET STEEL USED IN FIXTURES ABOVE SHALL HAVE A PHOSPHATE LAYER APPLIED PRIOR TO PAINTING. 'PI' OFFICE 'C .tv- d ` PI-6 OFFICE I 0:1 -8 PI-8 I 'str°"qtE PI-6 — 7I6 M A PI-6 LJOFFICE 2 ,I 0 PI-8 # 1 °. 4" PI-8 AIC -L J I LIGHTING SYSTEMS NOTES I. SEE LIGHTING POWER (DENSITY CALCULATIONS BELOW. 2. WAREHOUSE TO BE USED FOR MEDIUM/BULKY MATERIAL. 0.6W/SF APPLIES TO WAREHOUSE AREA PER FBC TABLE C405.5.2(2). LIGHTING POWER DENSITIES ROOM AREA (SQUARE FOOTA(;E) ROOM WATTAGE LPD-(FBC-405.5.2(D(2) (WATTS PER SO. FT) LPD - CALCULATED (WATTS PER SQ. M OFFICE 1 135 152 1.1 1.1 OFFICE2 135 152 1.1 1.1 OPEN OFFICE 688 803 1.1 1.1 TOILET ROOM 85 90 1.0 1.0 WAREHOUSE 2082 1276 .6 .6 TOILET ROOM NE 45 34 .98 .76 THE TOTAL INTERIOR LIGHTING POWER DOES NOT EXCEED THE INTERIOR LIGHTING POWER ALLOWANCE. ECTRICAL KEY NOTES: EXIT SIGNS AND EMERGENCY BATTERY UNITS TO BE CONNECTED TO THE LIGHTING BRANCH CIRCUIT IN THE AREA AHEAD OF THE LIGHTING CONTROLS. ! hC�� ''�ryi�L dL16pJk euxe! aL�siitl>r� lei,i `ayy��: ft�i�° )4fii �� a�") �i�� @r' �tvs�'S'.a:✓ ���' i 3 ��i't3 l , r a U a F F- F U U w o F to F- z w 0 0 U w z > U w Ln w w o_ 0 U) w x 11111111 l Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 5 U H Q w� >o Q J n! aw 3Ld � aw wa O w to � m J O 0 0 It U z z 0 0 U W U W J W 2 Q z W W Q w U 0 X w U C c� o n' w Ih w 0 - O w m F-0 0 dU a- 0) 0 w w ENGINEER SEAL Timothy C. Tr n, PE P.E. No. 615 o ' � � T AEU IEIAN w URn✓DEU EwE 6HJUR E ME PREPM'EA n UULLlFI(B vrm mn SHEET TITLE ELECTRICAL LIGHTING SYSTEMS PLAN I155UL VAIL: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-3 GHTING SYSTEM FLANS SCALE 1/4" = 1'-0" SHEET 3 OF 4 16001-12 STUB ABOI" ""' "'" ACOUSTICAL TILE CEILING 3/4' CONDUI ACCESSIBLE UB ABOVE C ACOUSTICAL TILE CEILIN( 3/4 CON OuT 1/2' DEEP E SINGLE GANG ER RING GRADE FLOOR FOR GYPSUM CEILING TYPES, ROUTE CONDUIT WITH PULL -STRING BACK TO POINT OF BUILDING TELEPHONE/DATA SERVICE EQUIPMENT. 120/240V IPH 3W SERVICE FROM FPUA POLE MOUNTED TRANSFORMERS OFFICE BUILDING (3)#"0 MCM IN 3'CONDUIT COORDINATED METER SOCKET 11264 FICA WITH UTILITY CO. TO CONFIRM THE METER SOCKET MEETS THEIR PANEL O SPECIFICATIONS 'DP' WAREHOUSE 22KAIC 3) #1/0 CU (D#6G, -SERVICE CONDUCTORS M.C.B. (p #6 GRD IN 2'C. IN 2'C. AND RACEWAY INSTALLED .( IN I 1/2'C. ON POLE BY FPUA PANEL 3 PANEL "PI" 200AR 3R a 150A 8002 FICA NF 200A 2514 FCA ANDHOLE PER 3)#350 MCM IN Q J M.C.B. 2514� M.L.O. FPUA SPECS 3 CONDUIT z w DO NOT BOND EGC TO GC IN C 3 PANEL OR DISCONNECT FPUA POLE WITH TRANSFORMERS -BOND #1/0 TO STRUCTURAL (3)#3/0, (D#6G. _ �- BOND #4 G.E.C. TO 5/8"x8' CU CLAD -� STEEL, METALLIC WATER IN 2"C. STRUCTURAL STEEL, STEEL GROUND ROD - PIPE AND 20FT #1/0 CU METALLIC WATER PIPE AND CONCRETE -ENCASED 5/8"x8' CU CLAD - 20FT #1/0 CU ELECTRODE STEEL GROUND ROD CONCRETE -ENCASED ELECTRODE TO ADDITIONAL OCCUP. SENSORS REFER TO FLOOR PLANS u OCCUP. OCCUP. SENSOR SENSOR DUAL TECH. OCCUPANCY)% SENSOR. WATT STOPPER DT-300 OR EQUAL. POWER SUPPLY WATT STOPPER BZ 50 OR EQUAL. POWER RED _ LOCAL OFF SWITCH RED CO WHITE o a BLACK 0 120V WHITE Q z Fort Pierce N Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 LIGHTING LOAD A I DATA/COMM. STUB -UP DETAIL 111LH=1NTs, B I ELECTRICAL RISER DIAGRAM SCALE -(NTS.) C I OCCUPANCY SENSOR WIRING DIAGRAM SCALE =(NTs) NOTE: CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION PRIOR TO BACKFILL. SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. D I CONDUCTOR TRENCHING DETAIL SCALE =(M S] 0 I in TWO DUPLEX RECEPTACLES WITH COMMON COVER. DEDICATED 120V CIRCUIT UNISTRUT AT WITH CONDUIT 4' PROVIDE UNISTRUT WITH PROV4DE ALL CONDUIT STRAPS AT 8 A.F.F. WITH BUSHING AND FISHWIRE " PVC WITH 2" CONDUIT TO �1)6 GROUND WIRE TELEPHONE CO. E I 'TELEPHONE TERMINAL BOARD DET, UL SCALE = (N.T.9.) SINGLE PHASE LINE -LINE SHORT-CIRCUIT CURRENT CALCULATION 50KVA=TRANSFORMER SIZE (1 SET 350MCM, 60 FT TO PANEL "DP", PVC) SOOOOVA 100 _ 15C x = 14881AMPS 240 1.4%IZ 2 60, 14881A _ t x x = 0.327 1 22,737 240 1 M = = 0.753 1 + 0.327 14881 AMPS X 0.753 = 11212AMPS (I SET 3/0,90 FT TO PANEL "PIA", PVC) 2 90' 11212AMPS f = x x = 3.460 1 2,430 240 M= = 0.224 1 +1 3.460 11212AMPS X 0.224 = 2514AMPS LIN E TO NEUTRAL SHORT-CIRCU IT CU RRENT CALCULATION ISC= 1.5 x 14881AMPS = 22321 AMPS t _ x 2 60' x 22321A = 0.982 1 ZZ,737 120V M= = 0.505 I +1 0.982 22321 AMPS X 0.505 = 11264AMPS f= 2 x 90, x 11264AMPS = 6.953 1 2,430 120V 1 M= - 0.126 1 + 6.953 0 11264AMPS X 0.126 = 1416AMPS USE MINIMUM IOKA RATED EQUIPMENT AT PANEL PIA (1 SET 350MCM, 60 FTTO PANEL "DP",PVC) SOOOGVA 100 ISC= x = 14881AMPS 240 1.4%IZ f= 2 X X w 14881A = 0.32i 7 1 M = = 0.753 1 + 0.327 14881 AMPS X 0.753 = 11212 AMPS (1 SET 1/0, 40 FT TO PANEL "P1", PVC) 2 40' 11212AMPS f= x x = 0.401 1 9,317 240 1 M = = 0.714 1 + 0.401 11212 AMPS X 0.714 = 8002 AMPS LINE TO NEUTRAL SHORT-CIRCU IT CURRENT CALCU LATION ISC = 1.5 X 14881AMPS = 22321 AMPS t - 2 x 60' x 22321A = 0.987 1 22,737 1zov M= = 0.505 1 +1 0.982 22321 AMPS X 0.505 = 11264 AMPS f= 2 x 40' x 11264AMPS 1 9,317 120V = O.SOf 1 M= = 8ssa 1 0.806 0 11264AMPS X 0.554 = 6237 37 AMPS USE MINIMUM IOKA RATED EQUIPMENT AT PANEL PI SERVICE TO DP VOLTAGE DROP = 2 X 12 X 119 A X 60 FT X 1 = 0.49 V / 240 = 0.20% IPH 3W 350000 FEEDER FROM DP TO PANEL P1 IN OFFICE VOLTAGE DROP 2 X 12 X 111 A X 40 FT = 1.01 V / 240 = 0.42% IPH 3W 105600 BRANCH CIRCUITTO CU-1 VOLTAGE DROP 2 X 12 X 37A X 86 FT IPH 2W 16510 TOTAL VOLTAGE DROP SERVICE TO DP = 4.63 V / 240 = 1.93% 2.55% VOLTAGE DROP = 2 X 12 X 119A X 60 FT X 1 = 0.49 V / 240 = 0.20% IPH 3W 350000 FEEDER FROM DP TO PANEL PIA IN WAREHOUSE VOLTAGE DROP 2 X 12 X 49 A X 90 FT = 0.63 V / 240 = 0.26% IPH 3W 167800 BRANCH CIRCUITTO EF-21N WAREHOUSE VOLTAGE DROP 2 X 12 X IDA X 86 FT 1PH 2W 6530 TOTAL VOLTAGE DROP = 3.16 V / 120 = 2.63% 3.10% A" PANEL: P1 VOLTAGE: 1201240V IPH 3W BUSBREAKER AIC RATING: 22KA IOKA RATING: 150A LOCATION: OPEN OFFICE MOUNTING: RECESSED-NEMA1 MAIN CONNECTION: M.C.B. FED FROM: PANEL "DP" DEVICE FAMILY: SQUARE D QO OR EQUAL DESCRIPTION 3 m P coxxBc7eo NVA Xo. N., coxxBc7m Xva P r m DESCRIPTION A B A B R-BREAK COUNTER-REFRIG. 12 20 1 0.50 1 2 0.72 1 20 12 R-OFFICE 1 R-BREAK COUNTER 12 20 1 0.36 3 4 0.72 1 20 12 R-OFFICE 2 R-OPEN OFFICES,E WALLS 12 20 1 0.54 5 6 1.05 1 20 12 L-OPEN OFFICE R-OPEN OFFICE-N,W WALLS 12 20 1 0.54 7 8 0.49 1 20 12 L-OFFICES 1 & 2,TOILET ROOM L-EXTERIOR-NOTE4 12 20 1 0.10 9 10 4.00 2 45 8 WATER HEATER-TWH-1 R-OFFICE COUNTERS 12 20 1 0.72 11 iz 4.00 1 20 8 8 KW HVAC-CU-1 a 40 2 4.36 13 14 0.11 1 20 12 HVACSFA,SF-2,SF-3. 8 4.36 15 16 0.36 1 20 12 R-EXTERIOR HVAC-AHU-1 & AHU-2 12 15 2 0.12 17 IS 0.12 2 15 1 12 HVAC-AHU-3 & AHU-4 MCA-.5A EACH 12 0.12 19 20 0.12 1 12 MCA-.5A EACH SPACE 0.00 21 22 0.36 1 20 12 R-TELEPHONE SPACE 0.00 23 24 0.00 1 20 SPARE SPACE 0.00 25 26 0.00 SPACE SPACE 0.00 27 28 0.00 SPACE SPACE 20 1 0.00 29 30 0.12 1 20 12 L-SLOG EXT-E/W ELEV-NOTE 4 SPARE 20 1 0.DO 31 32 0.00 1 20 SPARE SPARE 20 1 0.00 33 34 O.OD 1. 20 SPARE SPACE 0.00 35 36 0.00 SPACE SURGE PROTECTOR 30 2 0.01 37 38 0.00 SPACE NOTES 0.01 39 40 0.00 SPACE NO SPACE 0.00 1.41 42 0.01) NO SPACE 5.63 6A, TOTAL 6.47 5.68 23.88 TOTAL CONNECTED KVA SERVES CONNECTED LOAD - KVA OF CALCULATED DEMAND - KVA LIGHTING 1.75 1.25 2.19 RECEPTACLES (FIRST 10 KVA) 4.34 1.00 4.34 RECEPTACLES (OVER 10 KVA) 0.00 6.50 - 0.00 LARGEST MOTOR 8.72 1.25 10.90 OTHER MOTORS 0.57 1.00 0.57 EQUIPMENT/HEAT 8.00 1.00 8.00 KITCHEN EQUIPMENT 0.50 1.00 0.50 TOTAL DEMAND KVA: 26.50 TOTALAMPERAGE: 110.41 NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE PANEL COVER 3." WIRE SRE PER MANUFACTURER 4. CIRCUIT CONTROLLED VIA SPST TIME CLOCK W/ASTRONOMICAL DIAL AND BATTERY BACK-UP. MOUNT ADJACENT TO THE PANEL 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 a W � Q OJ p W � 6L Q W 3U Q W wa LO w 00 O O V U U COW M r Z 0 O U W U W U r J Lv z _ /n Q R; Q W ` (0 I- JO Ej W CC 0) M Li W -yl 1--1 F W O JO w O- p O O �p aU o- K) - ww ENGINEER SEAL G w17. 4/s STATE Q1r Timothy C. Trewyn, PE P.E. No. 61580 AMPTADDI V MT PRRCE ENSDISM , W. SWJL BE Vn10R LWLLTIY M W SNC CWYRIWOM7, FDC PR EN.i4IDaK INC. ALL RIGHTS RESUMM SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-4 SHEET 4 OF 4 16001-12 112.1.2016 11,6.2017 Z" MIN. PLAN VIEW Nss MINIMUM PDX P I, FRUNE & TT PRON05 TOGETHER WITH TYFICA- (&I, PALM5) DEGWWAV TWINE (MIN, 6-6 FRONO5) Nf.5WrlE W& FAI-M5 MAY DE NIRRICANE CU( SADAL PW.M5 fO DE 6OMP W}EN I' CU. OR LE55 UNLESS cffwl15E NOTED (0) LAYERS OF DUeAF WIC (9) WOOD aW5 WWFED Af POINT OF (2" X 4" X I2") TO TUK W1 5UPFORf. 2 5ful, 5TM (M[N') A5 5UPPORf FOR WOOD CLEAT5 f0E N& TO 13AMN5, SAUCER FOR (3) 2" X 4" W000 INITAI- FLANTMG 6RPCE5120' AFWR 3" 2Em ( F SH'Ri0DE0 MILCN 6" FROM TRUNK I/3141GNf op FINISH GRA7c tm 2" x 4" X 24" 5TAKE PAD DLRIEO — SAKIu b" now 6RAd7E 12" MIN, 12" MIN, P&M PLANTNG b�TAIL (WfN 5fAKIN6 KV GUYING) 5 "'20IN TM PLANING MTAIL Nf5 FLAN MEW ADDFLAWN6iP aT5A5PaL006: 1 GAL, :FAH - I TPr W 3 4AL, 51iR - 2 fWrT5 '711af WN-15fAR fl; 9,KPUP/ 6WUNPCOV�P PLANTING 17 f& NT5 MINIMUM Tpl �� I?�QUIP�M�NT5 P�PKTF,F APJAC�Nf TO 5fP\�F ' I?OW; 174 PIV: COY 30 - 6 ALA il?E�5 PpOVlp�p PFOZHT KEY QUAN, NATIVE f0l MNC� CF �2 Y VF LI 4 Y VFt?Y FF 46 Y MOP. MF 39 Y vl f F5 55 Y vl p QL 5 Y VERY QV 5 Y VFI?Y 5M 8 Y vlI F�ANT & MV,,I& 5GHMLM �OfANICAI, NAME CONOCAP.PU5 FF\FCTU5 LA2I?5TpOFMIA INPICA FUGSNIA FOFfIPA MYPCIANTHF5 FP\A6I?AN5 FOpF5T8F\IA 5F6F\1 6TA QUFPCU5 LN]PIFOLIA QUFIZCU5 VII?GINIANA 5WIFTFNIA MMA60NI COMMON NAME 6eFN %fTONWOOP CREPE MYP.TI 5 5PAN1515TOPPI F\ 51 MP50N5 5TOPPFp FLOPIPA PPIVFT LAUP\1�1, OAK LIVE OAK MAHOGANY TH15 LAN125CAPPLAN WT5 FPOT 5161-IT 1215TANa ANn CLM\ ZONE PWUIPMNf5 Tp\��5 I\�Qulp\�p &967 5 APJAC�NT TO OTH�p PP\OpI \TE5 51-IALL P� 48" IN HEIGHT ON I1\15f&XION, P�I?IM V\ V,UA APJAC�Nf fO OTHP\ ROP�P\TY; 238 L,F. PIV. �Y 20 -- 12 Tp\��5 I\�QUII?1�12 AIL Tp\��5 IQFOVIP�p IN1F,p101? TP,�� I?�QUIPU� N5, 1997 5 F.V,U.A. PIV COY 15 - 533 5f, I?�QUII?I�p INT tFI01? LANp5CAP� AI?�A �XC��P5 800 51. 5 5 PIV, �Y 100 - 5 Tp\��5 p�QUlp�p ALL Tp\��5 Pp\ovlp�p AI\�A 1'VIKION 1 51s COVFPAG ACI\ W� 5F OFFICE Ap�A5 0.0264 1152 WAP? HOU5� AI?�A5 0,0496 2160 C ULPING fofAl 0.0760 5512 PP\OP. PAVFp AP? A 0.1856 7997 PP\OP. 5112 MW&K5/ PAp5 0,0145 625 TOTAI, IMP�P\VIOU5 0.2739 11954 GI?��N AFW OPEN 5PAC� 0.1852 8066 fofAL 0'4591 20000 ALL LAN125CAP8 MATPkln TO 9 FLA. # 1 Op Pi ftT PAHIA 5X A5 PPQUII2FI7 MALAI.PUCA OP FUCALYPTU5 MULCH (NO CYPI?855) A5 I'�QUIMP TO 3" THICKNF55 MINIMUM IN ALL PLANT 9175 FULLY AUTOMAI1C IWIGATION 5Y5tM TO PP\OV1128100% COV5P.A0 IN 15 MPH WIND ALL PPOHIPITEt7 5PFCE5 5HALL It eMOV�12 FROM 51TE PPIOP TO 15511ANa OF C8f211FICATF OF OCCUPANCY (INCLUPING ALL 'FI. PPC' 1,15tP 51`�CIE5) 51Z� C N1', x Sp�J CON1'AIN�� 10-12' x 4', 3" 12PH 13 & C3 24" x 18'' # 3 46" 12-14' x 5', 2-1/ 2" PPH P & P 12-14' x 5', 2-1/ 2" PPH P & P 12-14' x 5', 2-1/ 2" P7 H 13 & f3 -19 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER �CrnoNIC 5M, AMXl P 6Y VHO� 1122,2017 • Noil I `I i, �. 1 lZ z 0M 11,27,2016 rMWN: WM OtC09: 5CA,5: I" s 20' FPO.eCf NO. I6-090