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HomeMy WebLinkAboutBUILDING PLAN4 4 • NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. AIIFLIEO �DAR$ $"OW WORST CASE FOR UNTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. I bIZE IPI ff2 11 E LINTEL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LI 2110" OF /ST-10 L 2 31-6" BF /1T.18 L3 4'-W 8F /1T.18 1.4 4'-6" 8F$ /1T-18 LS SW" SF /17-16 L6 5110" 8F /1T-1B 8F AT•10 8FS /1T-1B L 9 W-4" 8F ST 18 LID IW-6" 8F /IT.18 1.11 11'4" 8F /iT.18 L12 121-V 8F /1T-18 Lis 13,4" SF /1T-18 L 14 14'-0" 8F /1T-38 LIS 14'-8" 8F /1T•SB L16 15'4" BF /1T-18 L17 171-C 8F /IT48 L18 191-4" SF /STdB L 19 21'4" 8F /1T- L20 20 ' SF 118 24' /1T-18L21 mom - un UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" BF IT -to RL-2 V-6" BF /1T-16 RL3 51-8" 8F /1T-1B RL4 S'-10" 8F /IT-1B RL-S 6'.8" 8F /1T-38 RL-6 V-8" 245i 64 W -14`2. BFI¢/1T-Is RL-7 V-S' OF /IT-10 a BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK. LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. DOORS SHAII, HAVE SIGNS ACCESSIBLE RESTROOM. Grab Bar LAVATORY CLEARANCES ACCESSIBLE RESTROOM DETAILS NTS DOOR AND WINDOW BUCK FASTENING 1 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-Y4" 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-IW' 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 L# TYPE CASE) PRESSURES DOOR ZONE 4 -S3 -50 PUASTPRO GLAZED FL# IMPACT Y•" TAPCDN5 @ 11-W O.C., 2" MIN. CLEARANCE TO MASONRY FIBERGLASS 17184.24 EDGE, 4"MIN. CLEARANCE TO ADJACENT ANCHOR, 1-1/4" DOUBLE DOOR MIN. EMBEDMENT AND 2" EDGE DISTANCE WINDOW ZONE 4-S1 -80 PGTINDUSTRIES PW-520 VINYL NOA# IMPACT 3/16^ULTRACDNS@1-3/8" MIN. EMBEDMENT AND W MIN. ZONE 5 -61.2 15-0612.13 DISTANCE TO EDGE ROOF ZONE 140.6 429.25 JA TAYLOR 5 V CRIMP FL# N/A #9 X 15 @ 12" O.C. WITH SEALING WASHERS, PERIMETER ZONE 2 -57A ROOFING 17449.2 FASTENING @ 6" O.C., MAIN FIELD FASTENING @ 12" O.C., _ '.-- ZONE3-307.9 ", NEL RAGE ROOF -67.5 TRI-BUILT TRI-BUILT SELF -ADHERING, GLASS - MAT REINFORCED, FILM-SURFA EO, MATERIALSGROUP UNDERLAYMENTS 16048.1 SBS MODIFIED BITUMEN ROOF UNDERLAYMENT THE SEAL HEREON IS P-ROVIDEDONLYTO INDICATE RREVIEW AND APPROVAL FOR USE OF PRODUCTS LIST LIRE. 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. 0 FTS_0. _IF -G--- E-G---fK--/- 7 � _ V•, 1 `1 O I/Q-" ` I ! ✓ 4 �TA ` s T - s �Ok+'Ad •cam - - I _ E L-I VAT u - I /I 6 /L - �4 -(-D EAR U/ ���T��� °. "4b:IIOr• RONT-ELEVATION ST1UJCn IRAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR# 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO ZS00 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 EXCEEO 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 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 2 -MAX COATING OR BETTER. 2 1-0 q 8� 8 Certification for De$ien load Comn6ance 1. DESIGN CODE: Florida 191L El.code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: X Enclosed_,_Partially Enclosed -Open Building 3. Risk Category: _I X 11 _III _ IV Exposure Category: _B XC _ D Adjustment coefficient 4. Design Wind VelocityL& mph --- ASO LRFD End Zone Width eft. S. Mean Roof Height: 1Sft. Roof Pitch: Z:12 Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ '50 MRH(worst case)) Zone 1: -' 6,hone 2: Jf N Zone 3: - t�L1 Zone 4 - 61 Zone 5:-G�,LGarage:!� 7. Design Loads: Floor:7� PSF Roof/Dead., _PSF Roof/Live? OPSF 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 XNo (based upon section 1803.2 exception) - 241 D# - S'T G4Uwrtm _ L-STIMATING 1zao-A r 11ISIG fjV r I � Li Trµ 7�.fCCPt1L .Ca9ctNT�1 i 0 6 R� PT 10 N ( IL 22-a 3GA y- C.ouId T1ZYZ . 1 • EXTI `= � ALL M#MADi UIIEB Lem SHOV M U PAWAS AND OHW COMPUANCE WRH OW INIMY CODE MUST R ` IA 6N ALL MM AND WINDOWS CT lz k IR 2A APPRovEO CONCEALED FASTENERS OR ATTACHMEN% ARE THE RESPONSIBUTY OF THE CONiUMAORRoco" • THESE PLANS AND ALL PROPOSED WO ARE SUBJECT TO ANY CORRECTIONS wtax T�/>�s REQUIRED BY FIELD INSPECTbRS THAT 5r, 59' `kAAY BE, NECeSIARY IN 0RUA TO vOCAPLY WtTN ALL APPLIWISCODES;; r•- •' I I P mot" � Te�lnno►-( OFFICE 4/1 _� L. +t 1 4 -- 5' 1 II � 5•c� P�eM I r 5 -" 17 Rev IS v q/zz//7 V 1 Q w U ST. LUCIE COUJR- RIC FIRE MARSHAL REVIEWED AND REVIEWED BY: DATE: F U U InD to r 1 � N "4- v N , b0 S L 1- -NAELJ, SYoe� ri P96 90 iPQr' . �C' �•Z.Cf.2o.. ��'ED ARCS 1 M" J 3e1 11 AR9138(* IL o' .- 1J d p4 �Da Y�i2t VS - ( C- •�, M z a U a °0 CJ 5It 71T!' P"w KY OTHrMS o o F # � F a I o 1 4 Q Ua a x L Cn Cn �7 Q `J •s(ANNED N BY G 3t L ie County a -Q6y6 ST. LUCIE COUNTY PLAN REVIEWi PLUMB: DATE: 6 MECH: E r)ATE: 4 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 11, 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELLOW. TABLE 2506.2 'FABLE 2508A GYPSUIW BOARD MATERIAI_A ANn nt+OESSORIFR IMQTAI I AW)w nF r>.vPRl IM CONSTRUCTION MATERIAL' STANDARD Accessories for ytmu board ASTM C 1047 Adhesives for fow-ning gypsum wallboard _ ASTM C SS7 Exterior soffit board_ _ ASTM C931 Fiber -reinforced ypsumnels _ ASTM C_1278 _ Glass mar U2sOm backi jg.panel ASTM C 1 178 Glass mat gypsum, obsu_ate ASTM C 1 177 Gypsum backing board and gypsum shaftliaer board _ ASTM C 442 G sum ccilin board ASTM C t39_5 _ _ Gypsum sheathing ASTM C 79 Gy2,,in, wallboard ASTM C 36 Joint reinforcingtlpe and cony)omad _ ASTM C 474�C 4475 Nails for gypsum boards ASTM C 514, F 547, F t667_. PredecoKatedjaRbstjkp board _ ASTM C 960 Steel screws ASTM C 954; C 1002 _ _ Steel studs, load bearing _ ASTM C 955 Steel studs, nunload bea(nE_ ASTM C 645 Standard sspeiticationfor y2sumboard ASTM C1396 Testbib gypsum and gypsum products ASTM C 22; C 47; C473 Water-resistant )sum baokingbuard ASTM C, 630 MATERIAL _ STANDARD _ _ _ , )sum board GA-216 ASTM C 840 _ _ Gypsum slteuthing ____ �_- ASTM C 1280 GyLum_ veneer hose _ �___ ASTM C 844 Interior la Cli111b an(i tnlTln ASTM C 841 Steel framin 1'or,ByL)sum boards AShM,C 754; C 1007 P � (zrbcar � ZJacT P-- z- ROOF SHEATHING NAILING ZONE INFO. ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMIF ,ER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK* 4" O.C''PERIMETER & 6" O.C. FIELD - ZONE P3 5' X S' @'HIP AND 5' X,LENGTH * GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 19/32" COX 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/ ASTMO226, III L•I C 1 LOCQT"en Aa5 ✓ 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 600.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. X" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS %" MIN. W4 max 1/4 TO 12 2k4 G1C1i7 CtCn, — __== f: ._ ... 9 -- —= ;i _�u=- (c) Changes in Level Changes in Laval 1 5 (9 " X 3 5/e, 75 6 A, M Cn.TA L- 6ru vs 6--1 z4" o - THRESHOLD ON ACCESSIBLE ROUTE Vyppp gcu®S tyD['�.; Se(7fyJ\pE- nac^'-e.FaSes✓Cn,r�aT /NZR 'io 4P.�`g Fit rN 1=EciTGO DM , t/8„ pi" vq AL L- � � [n k y�g„,s lzotcr�r k $ V•GRIMP METAL ROOFING OVER 1 — Ir =I��-yTtc� EfZILA f MART ON 51ec17X -My-w-D SHTCe, ATTACK pl:f{ I%4AtL11.LC, Z)W5 13ta5t: p s Set�Ec 1 � TAL kNe-140ft 5TRA_F Cc SA, RUBS =- 5�g -TR1055 , ET-RlI"YFl-AG UD. - -36 LASS 5ATT INSULATION f�11tC11� Pry�t'�T'�t� SEGTIoh3 rr_GcrLSQEFI- R186ED � 4'LA"f-t1� COtJ �"tcd� �r5 tt ;_LAw/ 21 n TCC E@ q I U II A F ----------------- an— i t i i N � w 30 I i� 30^� 760 760 915 495 485 915 C:K1sG'M11 " NENT _ _ TYPICALCC3.LIYbSE 130►.1D f3El5Ff Ulf-- 'fILL=. Coups LNrt�L_cn LLKu —f INGS Isjil�q.°t �,1 1D tNssu[A TToj�1= '�' Fig 45 ^� 14, !rkl Minimum Clearances fw Seating and Tables T -e�ir�-^ TIIC O_- f.CN_LSH DN eCot4C• BLto . CONNECTOR SCHEDULE D )SEARING POINT(S) TRUSS ACTUAL UPLIFT moupm, WORST CASI:3 SIMPSON CONNECTORS) CONNECTOR(S) UPLIFT DESIGN FASTENERS EACH 892# (1)HETA 20 I810# 10-10d EACH 2306# (2) HETA 20 2500# 10-IOd :J) IS BRG 743# (1) HETA 20 1810# 10-10d eD BRG 591# (1)MTS 16 1000# 14-10d KS In BRG 157# (1) BETA 20 1810# 14-10d 7 Lri—DrcpAcTE1'1_` 2"hD BRG NAILED PER TRUSS COMPANY � ACTOR TO PROVIDE MANUFACTURERS SHOP DRAWINGS AND ENGINEERING FOR REVIEW AND.�It..E M I TE !AL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. ?,-i7(ti_I4MIEL.S _IH W14C -Bis-C L C S -LA t4 f 1#5 Top 1 � PSO TI CONI l_1-4060S Cgul-Vtl 5,Mmo W 1 I11'Pw k q �a�>GQ, p�eoF1rJC.e, A Tarr-r H�LtCd� I wSCAGG'rr10►J / CCYP. 4a lt" 4 S(0E4ca) ,/ - �iDOW ALA5HIN DE71F\ L _-( MAIS014RY CORSTR,) It/zIl- J o" IN ST. LUCIE COUNTY F FIRE MARS14ALS Of"Afff REVIEWED AND APP REVIEWED By' AATAk *-(Mtt4,)Ft5EKMESH COWCRCTS SlAb ON G M IL. VAPOR 5IRRI6 R/ OVER W CL L COMI'ACITED(2600 P,S,F,MIN,))CLE,4ht/\ =-ERMiTE TREATP-P FILL. NEESE PLANS A14D ALL PROPOSED WORK 4 ARE SUBJECT TO ANY CORRECTIONS y REQUIRED BY FIELD INSPECTORS THAT AEMY BN NECKS- ARY IN ORDER TO" Co?APLY wiTH-hx L AmIC" CODES. j'�cµA _I0 XIIIMONOLITHIC-CONIC, EoGS I-a"-"STOP e Z 045 IS0.7,_CONTIN000S �`lPI�AI� �JAL� �EGTIOI� °F--OUND-rvTION PLAN• 1,.:o �F ! L J 3F -GC4 �l rar'1 0 m U x r M a U [[[ � z O [ O V) 0 101 Q 4 w� Q . o � w OF TWO P-� --- os Q� 1� • 6 b' �rA P-2 iZl6cr+F= � � •�:o ROOF SHEATHING NAILING ZONE INFO. ZONE PI 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 PERIMETERD. o& 6- O.C. hir enlIEL a" O.0 PERIMETER & 4" O.C. FIELD ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE Ell NOTES: 19/32" CDX PLYWOOD SHEATHING 25' - W OR GREATER MEAN ROOF HEIGHT SHALL HAVE 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 1 OCCUPANT LOAD PER TABLE 1004.1.2 OFFICE it Sit / 100 = IZ STORAGE 2f (a0 / 500 = 6' SI TOTAL OCCUPANT LOAD Irl CONSTRUCTION TYPE: TYPE V B ALLOWABLE AREA PER TABLE 503: 9000 S.F. BUILDING IS NON-SPRINKLERED REQUIRED NUMBER OF PLUMBING FIXTURES -kUNI-SEX 1 NY c o W E wC i 5&ev:GB t t ear PROVIDED NUMBER OF PLUMBING FIXTURES l 'Z.UNI-SEX ,, Icrve I - SEArvlss st I r42-�o i REQUIRED EXIT WIDTH 36" PROVIDED EXIT WIDTH PROVIDED 72" (I REQUIRED NUMBER OF EXITS 1 PROVIDED NUMBER OF EXITS 1 I REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 48" TRAVEL DISTANCE ALLOWED 200' ` TRAVEL DISTANCE PROVIDED - 6H&A't-H11.1Go a,er CnEPt P6tt..ST�� I — t r 5/Z�" p�.Yv.IALL. Coo, t; T»✓L. ZYt tG ToY it..R:r'E.. - �; _,___. __ -... ._ .-. _. ..... _- _._._w — -- -- Ilz� Dl'Yv-Ic.�l_ Z.AA S-ruV6 @ IG`IO�ct IJOIJ aBse,�BwvQ' I'tNlstF a �,r....- P T 2xA TsaTroM Pl r.PE ` �® N� IF�L�FLY F'!7 10 N �X.L�3r11'(g CoIaGKETE- ' III��''��✓''""��� 6Lr.'4S Ot�(_'�"9'r y/'�, �aJ` �� "r i 'C 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. W PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN.'W CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS W 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-Ya" 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 114" X 3-114" 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 WITFI V, 01 Me.TAL— eoor-11. cC IZ (5 I/4a I N Ldl� STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR It 2 GRADE OR BETTER WITH IBM P.S.I. MIN. ABER STRESS VALUE. 2. CONCRETE TO BE 3OW P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 "-1. MIN. 3. REINFORCING 571EL 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 NOTTO EXCEED 12" AND COMPACTED TO A MINIMUM OF SS% 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 - a, 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 Z •MAX COATING OR BETTER. Cerili ication for Desien load Compliance 1, DESIGN CODE: Florida b tfLO t faG code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: A Enclosed_ Partially Enclosed —Open Building 3, Risk Category: _I �II III __IV Exposure Category; B 'XC `. D Adjustment coefficient 4. Design Wind Velocity 14 mph _ ASD — LRFD End Zone Width �ft. S. Mean Roof Height: ?_,,. ,ft. Roof Pitch: 5':12 Parapet _ ft. 6, Com onents & Cladding Design Pressure used: (PSF, based on Actual sq. fL @ 301 ' MRH(worst case)) Zane 1: - kone 2:- � 1l Zone 3: - 6'itTZone 4 -,�IyO Zone 5: - 61,1-Garage: 2 � i 7. Design Loads: Floor: 7!i PSF Root/Dead: nPSF Roof /Live 30PSF Balcony: _PSF Dock: _,_._PSF Deck: PSF Stairs: _PSF Fence: _PSF Railing: JPSF 8. Were Shear Walls Considered for Structure? >I, Yes — Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? X Yes_ Not applicable Explain Why Not: 10. Design Soil Beating Pressure:2000 PSF Soff boring Test required _Yes _ XX No (based upon section 1803.2 exception) 0 N. UP; o+ c LU E a > H W C3 c7 « U w � � 0 u w J N THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, ,AAY B I NECEWARY IKORDER TO tbmky.L�Om % L P.1PP LI ' `tx CODES;, retj*r r cy eall? TeJlAc 3/1lue Re'PIAO 7 Y 0 O w U M m o P. e U� Z Z 0 O AV V A O O U W A 0 m SHEET OF TW 0 Z S, 5 it AU 1�'iFZ SSSE TA U SS • _C-&uRS:C R-P yy6,111sAqq��M =wtj.- 4[N.c H L 0 LP---I-'-1-�t- q" N 17- 5 - .. ETC, SL/Lg 01"Cottt -- - W0017 7IQUS51 5 @ WAIr,- .MAX, - {.S1-5H0P.-FAAWl31_G`� %-"C6�TNT1' fi'[.GTA,L.::ELDorl1.1C', nV�hL Pam`-- rJ- hil�K =Z�-/) II Mt-1 CAL) SES� i�`-��173Yf1}z, i7-2� I N't't tG M R-p1 A r x Fowatp 6•" Ktm !4 Locr-h W� 1 # 5 L G'd(Jlz ar'Si; i01 v`©VRD' DK r rt-I', L7D1+(L�Ls tN C©NC, !=1GLGt7 SOCK C LL CE Cc RN E ri5/ E'A,C4 511.7E gar_ dn� rar:, A-T C13�KEL GCf U iZ h-M N VCM ralwfrzw ON all J;,t2NCm OLOCK - M01V01-1CFI1C.-00NC, T. T ipI C A L _k-A >L. L_ PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEUF APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN UI TYPE CASE) PRESSURES GARAGE ZONE 4 -51 -25.8 WAYNE-DALTON OS-3SD ROUND FL4 N/A 3/8" X V WEDGE ANCHORS IN EVERY HOLE OF MOUNTING ZONE 5.61.2 COMMERCIAL 1421.2 RAIL ROLL -UP DOOR ZONE4-51 $0 JELD-WEN CONTOURS STEEL FU! IMPACT 3/26" TAPCONS IS 12" WITH 1-1/4" MIN. EMBEDMENT, 6" ZONE 5.61.2 11136.2 FROM CORNER AND 2-1/2" MIN. EDGE DISTANCE ROOF ZONE 1-40.6 -129.25 IA TAYLOR 5 V CRIMP FLN N/A 89 X 15 @ 12" O.C. WITH SEALING WASHERS ZONE 2 -57.4 ROOFING 17443.1 NE 3 -107.9 ROOF N - - -- -67.5 TRI-BUILT TRI-BUILT FUI SELF -ADHERING, GLASS -MAT REINFORCED, FILM -SURFACED, MATERIALSGROUP UNDERLAYMENTS 04 16&1 SBS MODIFIED BITUMEN ROOF UNDERLAYMENT I Nt StAL NtRtUN n PRUVIUtU UNLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS SIT PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WH CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. f 0 LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM li 2130" BF /1T-18 L2 3'-6" 8F /1T-18 L3 4'-0" 8f 1T-18 l4 41-6" 8f /IT-10 L5 5'-4" 8F /1T-18 1.6 S110" 8F /1T-18 L7 61$" 8F /1T-18 L8 7'$" SF /1T-I8 L9 V-4" 8F /1T-18 L 10 ld4" OF 1T-18 L 11 11'-4" BF AT-19 L12 12'4" of /1T-10 L13 13'-4" 8F /1T-IB L 14 IN-0" 8F tIT-10 L 15 14'$" 8F /IT-10 L16 15'.A" }250 1034 SF Ito/1T-19 L17 17-4" 8F /1T-18 Lis 19'-4" 8F /1T-16 L19 21'-4" SF /IT-1B L20 2V-V BF /1T-18 L 21 24 -V OF /1T-18 WARLM-4 On UNTFL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'�4" f" { - 10 RL-2 4'$" SF /1T-18 RL•3 51$" 8F /1T•18 RL-4 5'-10" BF /1T-16 RL-5 6'$" SF /1T-10 1 1 SF /IT -IS NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. AI!PLIED 40#t♦•S *"QW WORST CASE FOR UNTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. foILA7; FfT5ER7�IE:1:-�7L_.SLRP� ON (��1L1-5"�C)�J^FF��Y2}7y�-14=1Gi11�:ILZ�S.S�$. .-- .FIL-'LL C.�Mpk-C'C�'l7(z�lJt�_>�✓,S,F,t`'t_!N,}t "wtµi8`- 3ZP-�76O:L CTkkt_L: C[91�fC, I � III—^— GErS 4-0 OR I CONNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A EACH 892# (1) HETA 20 1810# 10-10d GR EACH 2306# (2) HETA 20 2500# 10-10d KING JACK (KJ) 1ST BRG 743# (1) HETA 20 1810# 10-10d 2ND BRG 5919 (1)MTS 16 1000# 14-10d HIl' JACKS (HJ) ff BRG 157# (1) BETA 20 1810# 14-10d 2ND BRG NAILED PER TRUSS COMPANY CONTRACTOR TO PROVIDE MANUFACTURERS SHOP DRAWINGS AND ENUINEEKING FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT t e: JIAY Br: NECEVARY IM.ORDE . TO C0",jPLYWilH `LAPPLICA "-1C0DES, e [ r y,AEL J. S R zkt-z Michael J Sea AR96898 0 rn v M Q U � w a U c o O d � 0 U Q Q p SHEET 2 OF rnw0 DUCTWORK SYSTEM SYMBOLS SYMBOL DESCRIPTION ® z SUPPLY AIR DUCT SECTION (UP/DOWN) 0 ©j RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) ® ©j OUTDOOR AIR DUCT SECTION (UP/DOWN) z©j EXHAUST AIR DUCT SECTION (UP/DOWN) �y RETURN, EXHAUST OR TRANSFER AIR FLOW - SUPPLY AIR FLOW MD ❑- MOTORIZED DAMPER VD MANUAL VOLUME DAMPER FD [>- FIRE DAMPER SD > -- SMOKE DAMPER AD 0 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 SO - SIDEWALL DIFFUSER Fol RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEILING DIFFUSER �• LINEAR DIFFUSER CDP-1 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 �- TEMPERATURE SENSOR o-- 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 HIBA MULTI -CEILING CASSETTE VRF MINI -SPLIT T PUMP MODEL MCY-MAP0367HS, 36,000 BTU COOLING, 36,000 HEATING, 22 SEER, 11.5 HSPF, R410A, INVERTER DRIVE WITH LOAD MATCHING. 23OV-Im, 36.3 MCA, 40 MOCP. 5/8" SUCTION / 3/8" LIQUID (BEFORE BRANCH). INDOOR UNIT (TYPICAL OF 4) MODEL MMU-AP0071MH2UL, 7,500 BTU, CEILING CASSETTE, 320 CFM, PROVIDE MANUFACTURER'S THERMOSTAT; UTILIZE MANUF. CONDENSATE PUMP IF N CESSARY. 23OV-10, 0.5 MCA, 15 MOCP. 3/ " SUCTION / 1/4" LIQUID (AFTER BRANCH). v r J T J I tlVI INJU I C.J: 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 COPPER 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 SPECIALIZES SHALL BE AS FOLLOWS: 4.1. AGLOBE VALVES, FORGED BRASS, BACKSEAIING 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. MOISTU!?E 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 PROVIDED 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 HANDLER 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 SUC11ON LINES SHALL BE INSULATED WITH 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 WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT NTH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WITH ELECTRICAL. 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH 'GREENFIELD". MAKE FINAL CONNECTION TO CONDENSING UNIT WITH 'UQUIDTITE". FINAL CONNEC1IONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED WITH SINGLE POINT OF ELECTRIC ENTRY. 8. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL 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 621 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. DUCTWORK 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 QUAN1111ES 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 WITH 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 WITH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE 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 30DEC , 7. DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER 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 WITH 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 HELIX NON-PEFORATED 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 i h w w a 0 d z Engineering, Inc. Dependable Mechanical, Electrical & Pliunbing Design . C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 a 0 > 0 Qo L- 0 w3T_ aT_ Jw � w o_ w m�C) OJ wO It 0 n U z z 0 0 U w U W U Q z C>~ W a w�a X rn 00 o w 5 m 't U�4 w F owa o 5 w 0 Mop r 12�o- U & n- 0 a ENGINEER SEAL 80982 Cc STATOF .:41 LSD ••. O R \ . Eric J. Svoboda, PE P.E. No. 60982 FAN SCHEDULE MECHANICAL DRAWING INDEX nU �`°¢"`"s'"�" WUH �"�M � EIRm S, A"E QLY nR "E AT n"remx wm a¢xr ff rmr vmac , me n Zaw =eNnFm,UMwm M7 "°" "� °"`�"`��" O" SYMBOL DESCRIPTION SHEET DESCRIPTION ISSUED EF-I GREENHECK SP-1390, 75 CFM W/ BACKDRAFT DAMPER - CONNECT TO LIGHT SWITCH. 12OV-1o, 0.65A M-I M-2 HVAC GENERAL NOTES, SYMBOLS 8 SCHEDULES MECHANICAL HVAC PLAN YES YES SHEET TITLE HVAC GENERAL EF-2 S8P CWDIIOA, SIDEWALL, 1600 CFM a 0.25" WIG, WITH BACKDRAFT DAMPER.:` HP 120V-1o. PROVIDE WITH M-3 MECHANICAL HVAC DETAILS YES NOTES, SYMBOLS & SCHEDULES SEPARATE SWITCH. SF -I SUNCOURT DB204, INLINE - 4"e, 20 CFM - INTERLOCK WITH AHU-I OPERATION. 120V-1e, O.3A. ISSUE DATE: 05-07-2017 DRAWN: EJS APPROVED: EJS PROVIDE WITH SPEED CONTROLLER FOR BALANCING. THESE PLANS ANU ALL i k6PUSED WORK ; ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 1,;JIAY BE. NEEa�?."eRY INRDE�I TO: a �( , � B . C:O,JIP�Y611iiHei l'LIC,A_ �t,ODES„ SF-2 SUNCOURT DB204, INLINE - 4"e, 20 CFM - INTERLOCK WITH AHU-2 OPERATION. 120V-1e, O.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SF-3 SUNCOURT DB204, INLINE - 4"e, 30 CFM - INTERLOCK WITH AHU-3 OPERATION. 120V-1o, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. DRAWING NUMBER e SF-4 SUNCOURT DB204, INLINE - 4"e, 30 CFM - INTERLOCK WITH AHU-4 OPERATION. 12OV-1o, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SHEET I OF 3 16001-12 f 30 CFM OUTSIDE AIR *11 All MAN IRI unnn wTw 20 CFM 20 CFM OUTSIDE AIR OUTSIDE AIR oFFic�-- CFM )E AIR I H\/Ac FL�4N WARE SCALE 1/4" = 1`0" cusp I" GENERAL NOTES: I. ROUTE REFRIGERANT LINES FROM EACH AHU ABOVE CEILING, THRU EXTERIOR WALL & DOWN WALL IN METAL HAT CHANNEL TO CU. 2. ROUTE I' CONDENSATE DRAIN FROM EACH INDOOR UNIT ABOVE CEILING, THRU EXTERIOR WALL a 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: O INLINE FAN - INTERLOCK WITH INDOOR UNIT / AHU OPERATION. O PROVIDE 12NIT TRANSFER LOUVER LOW IN DOOR. 3O OVERHEAD DOOR SHALL BE OPEN DURING FAN OPERATION. ® SIDEWALL EXHAUST FAN - PROVIDE WALL OPENING 8 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 SQ. FT. x .075 CFM / SO. FT. = 165 CFM O.A. 1,600 CFM O.A. PROVIDED THESE PLANS AND ALL PROPOSED =Ri ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �AAY BG NECESOARY IN ORDER TO COMPLY n-H %L r"' PLICAnCODES? z:�-._- % V) Z cw cG 0 O U W N z 5; o W N � w D' W D_ 0 W _N W O' T, O 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 W� c4 U 0 0 U w Of C4 < O d a J wu 0 aw 3U a J LJ wa w o o�m 0 oov U U mwn H Z 0 O U W C/) U W � J W 2 �> O x Q Z W U OJ X w O C!i p U of V m U W � o JO w ° a o O w 0 K) � 0_ O dU c a r- o w w ENGINEER SEAL a. STATE OF :emu/Gy �% �'ttt tONPALl , Eric J. Svobodo, PE P.E. No. 60982 ni m .l�I YRIOJI ITM P ill RE 401E CCPY106Hi47M f➢ii PmcE ERRpID W M uL RWs RES ' SHEET TITLE HVAC PLAN ISSUE DATE: 06-07-2017 I DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I SHEET 2 OF 3 I r 16001-12 SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACN' 1 20 GA GALV. METAL STRAP DUCTSCHEDULE DUCT DIMENSIONS TYPE INCHES HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING GI UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA I,V SECURE TO STRUCTURE DETAILS y 0 ABOVE AS RECOMMENDED BY SMACNA HANGER ROD THREADED ROD SHEET METAL SCREW, SIZE Y' (TYP.) UPPER ATTACHMENTS IN ACCORDANCE RIVET OR BOLT TO 1/2 SUPPORT WITH SMACNA DETAILS BOTH SIDES OF DUCT. RODS (TYP. OF 4) TYPE 'A' � VIBRATION ISOLATORS (TYP.) TYPICAL AIR COOLED CONDENSING UNIT. PAD TO BE 4' LARGER ALL AROUND VIBRATION ISOLATOR FLEXIBLE DO NOT LOCATE UNIT WHERE THE THAN UNIT, FURNISHED WITH 44 CONNECTIONS UPBLAST WILL STRIKE ANY OVERHANG. REBARS AT 6' O.C. BOTH WAYS TYPICAL RECTANGULAR DUCT ,�� UNIT MOUNTED LOCATE UNIT MINIMUM OF 2'-0' � ® PROVIDE EMERGENCY OVERFLOW SENSOR BRACKET WATER GARD PRIMARY PAN SENSOR 4401475B FROM BUILDING EXTERIOR WALL DUCT DUCT 1J�"x11¢'x)§' OR SECONDARY DRAIN HOLE SENSOR 4401490E Fort Pierce TYPE B GALVANIZED WITH ALARM. WATER GARD INC. _ _ _ 12T11 CEDAR GAP HOUSTaN, TX 77072 Engineering, In( HANGER ANGLE n (PH 888-652-9860) ANCHOR UNIT TO PAD WITH MIN. 1/4' DIA. —_ —_ —_ —_ Dependable Mechanical, Electri l�n EXPANSION BOLTS 0 1 1 2' EMBEDMENT DEP1H — — & Plumbing Design LOAD RATED -- C.A. No.28173 FASTENER HANGER RODS, WIRES do NEOPRENE PAD. (TYPICAL FOR 4) =T OR AIR FLOW AIR FLOW STRAPS CEILING -- 4„ SUCTION dt LIQUID — CONDENSATE REFRIGERANT LINES DRAIN TRAP REF PIPING e SEE SCHEDULE '�� ' 7\7 \ (ALL CONNECTIONS ABOVE CEILING) INLINE CABINET FAN 36" DIA. MAX RUN REFRIGERANT LINES SHORTEST 8' THICK CONCRETE PAD.—/ 4' ABOVE GRADE AND 315 South 7th Street DISTANCE TO BLDG. EXTERIOR WALL 4' BELOW GRADE Fort Pierce, FL. 34950 BAND OF SAME SIZE BAND ONE HALF ROUND SEE PLANS FOR CONTINUATION. MIN, 3000 PSI Phone: 772 672-4636 MAY BE USED IF DUCTFax: 77272-4 37 TYPICAL ROUND DUCT SHAPE IS MAINTAINED AS HANGER STRAP NOTE: INSTALL TO WITHSTAND 170 MPH WINDS. U a 0 Lu �d a o J A DUCT SUPPORT DETAILS B CEILING CASSETTE DETAIL C AIR COOLED CONDENSING UNIT DETAIL D INLINE FAN DETAIL a w z U � Q SCALE = (N.T.SJ SCALE _ (N.TSJ SCALE = M�T.SJ SCALE =(N.T.SJ CL J W wa ' oov WALL SYSTEM 0 UO m LL M SEAL ANCHOR FAN TO WALL COLLAR wD z EXHAUST FAN 0 U L) BACK DRAFT W U DAMPER U Lj o x t~» Q a w a Z W U X_ W m THREADED CAP WITH %2"0 F � M HOLE DRILLED IN TOP, THREADED CAP, w o a ao o HAND TIGHTENED. HAND TIGHTENED O o M o WALL COLLAR a- — u- u_ NOTE: INSTALL TO WITHSTAND 170 MPH WINDS. AIR ENGINEER SEAL HANDLER SLOPE TO UNIT {tip++`*3 �SvO,ga�ir„ DRAIN BIRD SCREEN DRAIN PAN is ; 88a 'i ei CASING SLEEVEy 4TE G ;'4e ¢.R. e UNION �ki •,{`1 G'� ��`�'• �rrr*Ak E WALL MOUNT EXHAUST FAN DETAIL SCALE=(N.T.S.) Erlc J. Svobodc, PE P.E. No. 60982 r�sr mr�cxrs, ams mx nc mxsvrs wm w � v�mnm �xcw xs unnmEs oar rrR nE sr¢v %PPoSE NW fA�Nf 6 {IIR PRAfE EIWIEERQG. �L. Nppl iIEY VEAE %iPN£A RnRE D2 OMI�ER AF1J� 3/8" DIA. THREADED UPPER ATTACHMENTS NOTE: STEEL HANGER ROD IN ACCORDANCE WITH vnwu wmnr m ne sue e�mWQM7,M SMACNA DETAILS 1. FILL TRAP MANUALLY ON INITIAL START-UP. s a SEE PLAN FOR EXHAUST 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. " SHEET TITLE DUCT CONTINUATION RUBBER -IN -SHEAR 3. A = 12 TIMES FAN SUCTION S.P. MECHANICAL AND TERMINATION VIBRATION ELIMINATORS lrsrlr B = 1/2" PLUS FAN DISCHARGE S.P. DUCT SLEEVES HANGER RODS) (TYPICAL FOR ALL 4 4. ALL CONDENSATE PIPING TO BE PVC. DETAILS \\ 5. INSULATE ALL DRAIN LINES WITH Y^ ARMAFLEX EXHAUST ISSUE DATE: 06-07-2017 DUCT THESE PLANS AND ALL PROPOSED WORK DRAWN: EJS ARE SUBJECT TO ANY CORRECTIONS APPROVED: EJS FLEX. CONNECTION CABINET FAN - TO EXHAUST FAN CEILIREQUIRED BY FIELD INSPECTORS THAT NG AAY;BC,NECESSARYINORDERTO DRAWING NUMBER O0"APLY .Y.r. N n,L APPLICAfta. CODES.` EXHAUST FAN CEILING GRILLE M-3 F CEILING CABINET EXHAUST FAN DETAIL G CONDENSATE DRAIN TRAP DETAIL SHEET 3 OF 3 SCALE = IN.T.S.) SCALE = (N.T.S.) 1 16001-12 PLUMBING SYMBOLS SYMBOLS DESCRIPTION PLUMBING FIXTURES HEDULE 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" W 2" INT _ STANDARD COVER, POLISHED CHROME ACTUATOR, ADA RIM HEIGHT. LAVATORY, WALL HUNG, ELJER MODEL 051- 2104, VITREOUS CHINA, 4" HIGH BACK, L-1 1 1/4" 'P' TRAP, GRID DRAIN. CHICAGO 1/2" 1/2" 2" 11/4" 11/4" EQUAL BY AMERICAN FAUCET MODEL 802-V VANDAL RESISTANT. STANDARD ADA COMPLIANT. COUNTER TOP SINK, JUST MODEL SL-2122-A GR, S.S., SELF RIMMING, (4)4' CENTER S-1 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 IREMARKS EXTERIOR CLEAN OUT, ADJUSTABLE TOP, SET IN 12" X 12" X 4" CO INTERNAL INTERNAL CLOSURE PLUG, HEAVY DUTY COVER CONCRETE PLATE. WALL CLEAN OUT PLUG WITH CHROME PLATED CO-2 BRASS COVER PLATE. TANKLESS WATER HEATER, STIEBEL ELTR NJ MOUNT ON WALL. 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 T- TO HB-1 VACUUM BREAKER, LOOSE KEY STOP. EACH HOSE BIBB PER CODE. ❑A — — — COLD WATER (CW) -- HOT WATER (HW) SEWER (S) VENT LINE (V) HWR— RECIR. HOT WATER CD CONDENSATE DRAIN X EXISTING PIPE 9 CONNECT TO EXISTING —SD— STORM DRAIN (SD) P PUMP VTR VENT THRU ROOF WC WATER CLOSET UR URINAL HL HAND LAVATORY L-(No) LAVATORY HB HOSE BIBB SS SERVICE SINK DF DRINKING FOUNTIAN EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER GWH GAS WATER HEATER SH SHOWER HS HAND SINK FD FLOOR DRAIN RD ROOF DRAIN —0o- GATE VALVE GLOBE VALVE CHECK VALVE -0a vuo- BACK FLOW PREVENTER VALVE IN YARD BOX (TYPE AS NOTED) PRESURE RELEIF VALVE (RV) —o- WATER METER �0 ELBOW- UP —E) RISE OR DROP CONCENTRIC REDUCER — p— DIRECTION OF FLOW C.O? CLEAN OUT (RISER) —C.O. CLEAN OUT _­O___ C.O. r] WALL CLEAN OUT PLUGGED PIPE 747- SHOWER HEAD PUMP W/FLOW DIRECTION FLOW SWITCH — PRESSURE SWITCH TA,B,C,D WATER HAMMER ARRESTER WITH P.D.I. SIZE I. PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE". 2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE I, GRADE I, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS FITTINGS. PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR PLENUM. COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR. 3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT & HOSE BIBBS, 8c STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING FIXTURES. 4. ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "L' HARD TEMPERED COPPER. 5. INSTALL I" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING ABOVE a BELOW GRADE. ALL JOINTS IN INSULATION ARE TO BE TAPED. 6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 1/2" BELOW FINISH FLOOR TILE. 7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NFPA, ASME, ASHRAE, ASA AND AGA. 8. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF WITH LEAD FLASHING. 9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS. 10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR BETWEEN UNITS. 11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT WATER HAMMER. 12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO ANY DISSIMILAR METALS. 13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND EQUIPMENT AND FOR ANY CHANGES IN LAYOUT. 14. PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- MENTS AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL ACCEPTANCE BY OWNER. 15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL AUTHORITY'S HAVING JURISDICTION. 16. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER. SHEET DESCRIPTION ISSUED P-1 PLUMBING LEGEND, NOTES, SCHEDULES a DETAILS YES P-2 PLUMBING PLAN YES P-3 PLUMBING WASTE -VENT 8 WATER RISER YES THESE PLAINS APJD ALL PROPOSED WORK . ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �f',AAY BC NECESSARY IN ORCEP TQ. CMAPLY W17H r1l.1L e PPLICkf.-t CODES,` 11111111 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 L) w � a 0 >Ir a0 J c W a w a� J W W tl LO W OO 0 0 V U U ODLLro r z z 0 0 U Ld U W U _' w 2 > z 2 r IT U Q Z W a U w , to 0 X p W� U a! V n L) W -a F W o Lu d o_ O 0 0 0: U o_ n o 0 ENGINEER SEAL ® STATE OF : w I'40.t0R1U 3C�1�1' Eric J. Svoboda, PE P.E. No. 60982 ME ➢RCRIEI"s, ALDIS WTH TIE CRNC n MID w w PfESE U RFREM W MIIMER DEY F& TIE SPECFX PIIffOSE W CLEM a W FIME E ERMG, M, F VMCH THEY VERE WEPAf&D. KM v � Kuwc ME ➢RAMFfs VDINT VRITTDI MIHRtIIATm MID AWTATRM "Y W PERM ER6MEERMG. W SRALL RE VnIM L muff T" TIE SM C&YR6fCO 1), w P=E DI<aIEER . M. ALL RUMS RESERVE" SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS ISSUE DATE: 06-07-2017 DRAWN: EJS APPROVED: EJS 1 DRAWING NUMBER I NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SHEET I OF 3 16001-12 HB-1 L�1MI M 1" WATER. SEE SITE UTILITY PLAN. T I IN LQI "A;-70 + HB-1 4" WASTE. SEE SITE UTILITY PLAN. "u. CAU64ric �STVMATING �w Rai OFFIC f' I. ! Iy.41' �k�fxzv �> PLUT"fBINCz PLAN SCALE 114" = I`0" WAREHOUSE IERAL NOTES: ZOUTE WATER LINES ABOVE CEILING AS INDICATED. Y NOTES: ROUTE 1' CW UP ABOVE CEILING / ALONG UNDERSIDE OF ROOF. 2 � VENT THRU ROOF. PROVIDE ? CW FOR ICE. CONNECT TO S-I DUAL CONNECTION SHUT-OFF VALVE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT , 'JAY BE NECESRARY IN ORDER TO IS, 6V H` ! L PAPPLIgAfU(-CODES,';, c IL co w U) I- z W 0 0 U W_ W n' W D_ LU W _U > W Of Fort Pierce Engineering, In, Dependable Mechanical, Electr & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 �WW�4 F W � a ao J aq W W 6 z 3C) aa� J W wa w o Dian 0 oolzr U U GO LL n Z 0 Q U W W J W ~ > z 0 H U) 2 x Q a w - a z W U x w rn of o U M a ro U W F a p w_ a o w O o m 0 0 dU d rn w w ENGINEER SEAL Eric J. Svobodo, PE P.E. No. 60982 Tilm ➢oL ffs Kam Vann MAID! HN R MnM W W PIDiCE ENODE N, DIG SW VITFOJT UARUR To 1 SHE UlWWOM7, PIERCE EN 14G, M NL RD S RESERVED. SHEET TITLE PLUMBING FLOOR PLAN ISSUE DATE: 06-07-2011 DRAWN: EJS APPROVED: EJS DRAWING NUMBEF P-2 SHEET 2 OF 3 16001-12 Of '4' S I` I\ I \ �I \ S'1 \ \ WATER RISER - OFFICE SCALE: N.T.S. E0-1 k1.1_ . y r I' sO 2 I/ZB �R I 211 I � Ewc foe WASTE - VENT RISER - OFFICE SCALE: N.T.S. WASTE - VENT RISER - WAREHOUSE SCALE: N.T.S. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT jW 4AY.B[ NECES,(!ARY IN ORDER TO. CO"JIPLY"uJPfiH.nLLAP PLIC4�f CODES: Fort Pierce Engineering, I1 Dependable Mechanical, Elec & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 3495( Phone: 772 672-4636 Fax: 772 672-4637 U W a 0 >� ao J W 11 Lj Q Uj J W � W d W O O K LO J O N LL M U r Z z O U W U W } J W � r J/ Z Q Z W W Q U W U m OJ X W 0 M U W o W a:Q p 0O w p 0 r- F- 00 X O aU W x a n u_ J IL ENGINEER SEAL rT o Eric J. Svoboda, PI P.E. No. 60982 Mx BimE ' AIRS M M Cm Ts Alm PRFSnllnl Wd➢1 W BRn\mE0 EXY M M V P1166SE ANB mmr 6 fAT PQRIE EII@f�l, VMmI hEY KTn PRFPAREB RamE m BPA6FA B WT 4BC V g11M VRlilnl AUIIOtnAw A0.1PiAnm! BY Ntt Pm FNBEFRBb, BC.w Vf11OR MMESI Y 10 11E 1 Sm+rcmm M PmBCE EIGOE6:Bfi, BIG ALL RBMS wGmlvm4 SHEET TITLE PLUMBING WASTE -VENT & WATER RISE ISSUE DATE: 06-07-20T DRAWN: EJS APPROVED: EJS DRAWING NUMBEI P-3 SHEET 3 OF 3 16001-12 ELECTRICAL SYMBOL LEGEND SPECIFICATIONS. BASIC MATERIALS SYMBOL DESCRIPTION Sn 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 S3K THREE-WAY KEY SWITCH S4K FOUR-WAY KEY SWITCH SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY SLV LOW VOLTAGE SWITCH SF CEILING FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUAL WHITE COLOR SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/27TV 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 (Dc= 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 FP_Pj 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 (n�= DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GFI RECEPTACLE (EWC DENOTES ELECTRIC EWC WATER COOLER. COORDINATE WITH EWC INSTALLER FOR MOUNTING HEIGHT) - WPGFI 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 e[I LIGHTING CONTROL TIME CLOCK ® PHOTOCELL, MOUNTED ON ROOF FACING NORTH GN n GROUND BAR ® PLUG-IN STRIP WITH RECEPTACLES,18" O.C. UNLESS OTHERWISE INDICATED ® UNDER GROUND CONCRETE ENCASED DUCTBANK (J JUNCTION BOX -,D JUNCTION BOX- WALL MOUNTED 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 ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS EDH-X ELECTRIC DUCT HEATER MOTOR CONNECTION. ® VARIABLE FREQUENCY DRIVE 01 ELECTRIC HAND DRYER FDOO DIRECT DIGITAL CONTROL PANEL ❑ TRANSFORMER BASIC MATERIALS CONT. SYMBOL DESCRIPTION 8 AUTOMATIC TRANSFER SWITCH E J NON -FUSED DISCONNECT SWITCH, AMP RATING / # OF POLES NEMA I IF INDOORS NEMA 3R IF OUTDOORS 6J 30AR FUSED DISCONNECT 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP It DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS SIZE '� # OF POLES ®.1 30/33R COMBINATION MAGNETIC MOTOR STARTER, SIZE 8 # OF POLES ICI 0 3 POLE UNLESS OTHERWISE NOTED ENCLOSURE NEMA RATING. NEMA STARTER SIZE 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 III- GROUND OR GROUND ROD AS NOTED ,�-EM---, EMERGENCY BRANCH CONDUIT UP 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 I-O--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. r---1 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. �- ACCENT FLOOD LIGHTING - AIMING AS INDICATED _ EXIT LIGHT FIXTURE ® DIRECTION ARROWS AS SHOWN (SHADED QUADRANT INDICATES FACES) OF FIXTURE) I-® WALL MOUNTED EXIT LIGHT FIXTURE I-j COMBINATION EXIT/EMERGENCY LIGHT FIXTURE a`� EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS PB ELECTRICAL PULL BOX TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES -�Q- INDICATE QUANTITY OF LIGHT FIXTURES) ® BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) BATTERY PACK WITH TWIN HEADS (WALL MOUNT) MOTION/OCCUPANCY SENSOR SYSTEM LOP LIGHTING CONTROL PANEL © PASSIVE INFRARED OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT U❑ ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT ❑D PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT SMS SINGLE POLE SWITCH - PASSIVE INFRARED OCCUPANCY SENSOR ® OCCUPANCY SENSOR POWER SUPPLY FIE ALARM/DETECTION SYSTEM :,Y BOL DESCRIPTION F❑ 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 CD NOTIFICATION DEVICE CD = CANDELA RATING, MINIMUM 75 CD PER FBC II-4.28.3(4) SS FIRE ALARM SPEAKER - CEILING MOUNTED -8 WALL MOUNTED SPEAKER WITH STROBE X CO 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 O 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 CONNECTION TO CLOSURE/ HOLDER ELECTROMAGNETIC DOOR HOLD OPEN DEVICE CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE INDICATED. BEAM DETECTOR - TRANSMITTER 04 BEAM DETECTOR - RECEIVER FAr�CP FIRE ALARM CONTROL PANEL FAT FIRE ALARM TERMINAL CABINET -FAAF_ FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED �F_�FIRE ALARM SYSTEM CONDUIT AND WIRING �E FIREMAN'S ELEVATOR WARNING LIGHT PAGING SYSTEM & BACKGROUND MUSIC 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 = I N = NUMBER OF PHONE PORTS, DEFAULT = I M A DATA OUTLET, 8P8C N PHONE OUTLET, RJ II M N COMBINED DATA/PHONE OUTLET, 8P8C/RJII ® TELEPHONE OUTLET FLOOR MOUNTED TTB TELEPHONE/COMPUTER TERMINAL BOARD oC TELEPHONE TERMINAL CABINET ,__�T TELEPHONE SYSTEM RACEWAY TELEVISION RACEWAY SYSTEM ❑TV TELEVISION OUTLET FOR ANTENNA TV TELEVISION SIGNAL WALL OUTLET ,,�TV--_.,TV DISTRIBUTION SYSTEM RACEWAY ❑M MAGNETIC LOCK CCTV CAMERA W/ CONDUIT TO VIDEO JUNCTION BOX PTZ PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT TO VIDEO JUNCTION BOX - MOUNTED MIN 15' AFF OR o CEILING SYNCHRONOUS MASTER CLOCK SYSTEM -G SYNCHRONOUS SYSTEM CLOCK FATC MASTER CLOCK CONTROL PANEL ,,--CL--,, MASTER CLOCK SYSTEM CONDUIT AND WIRING DOORBELL SYSTEM DOOR PUSH-BUTTON STATION WP = WEATHERPROOF DB DOORBELL CHIME (SELF CONTAINED) DOORBELL SYSTEM CONDUIT AND WIRING DOOR CONTROL SYSTEM MOTION DETECTOR 360 CR CARD READER K❑ DIGITAL KEYPAD m BALANCED MAGNETIC DOOR CONTACT ES LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ SUPPORT TRUSS. (CEILING MOUNTED) W = WALL MOUNTED INTERCOM SYSTEM _E1 MASTER STATION ❑S LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ C = COUNTER ENCLOSURE FOR EXPOSED CEILING AREAS D = DESK W = WALL MOUNTED W = WALL MOUNTED S HORN/TRANSFORMER FOR HIGH NOISE AREAS H =HAND SET TYPE HF =HANDS FREE WP = WEATHER PROOF PAAEE PAGING SYSTEM EQUIPMENT CABINET IC INTERCOM SYSTEM SPEAKER W = WALL MOUNTED PAT PAGING SYSTEM TERMINAL CABINET 1CrJEC INTERCOM EQUIPMENT CABINET CDR DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING ICCTTC INTERCOM TERMINAL CABINET VC VOLUME CONTROL NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. IC INTERCOM SYSTEM CONDUIT AND WIRING SSzi1 . SOUND SYSTEM EQUIPMENT CABINET SSTC ;imSOUND SYSTEM TERMINAL CABINET SOUND 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-1T-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 BE 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 CCNCRETE 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 USED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING UNITS, WATER HEATERS AND OTHER EQUIPMENT. MC CABLE MAY BE USED FROM 'J-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 SHALL 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, & 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 SWITCHES 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 PREVENTION CODE. MAINTENANCE MANUAL FOR ALL ELECTRICAL 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 IDENTIFIED. 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 OUTLETS 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 AEG: ABOVE FINISH GRADE BFC: BELOW FINISHED CEILING SN: SOLID NEUTRAL ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E-I ELECTRICAL LEGEND, SPECIFICATIONS & 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 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT i AAY.BC NECESEVARY IN ORDEP TO' -1 COMPLY IWTH „a LAPIUA� CODES.` 0 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 w 0 0 Di � < Q 0J wLL Ir z 30 a(r J W z�, w a, oF0 DJ O 0 o rn 0 OU CO LL M U r z 0 0 U w U W w z r U) o = U)Q z W a U w , (0 of X p W L) 0)V] ,t U r� o w a W W p EL p U O m H 0 o IL U a o U_ U_ ENGINEER SEAL .o*!�Asl C. No 61580., STATE OF Timothy C. Trewyn, PE P.E. No. 61580 SHEET TITLE ELECTRICAL SYMBOL LEGEND, GENERAL NOTES & ABBREVIATIONS ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER IFC- SHEET I OF 4 16001-12 44 CL �7 m m LED WALL PACK DAY-BRITE#WTM60 WLU MC-3 BRONZE FINISH, LED LAMPS (TYPICAL) +12'0" AFG Proposed Storage Bldg.(2160SF) PANEL 'PIA' :LoadingZone WAR HOUSE ELECT. SER CE DISCONNECT WAREHOUSE BUILDING ELECTRICAL SERVICE Proposed Storage Area )g(Active Well Well I Pump 3 sna 0 O 'CONDUITS FOR TELEPHONE SERVICE v A O r m +10'0" AFG Proposed Office PI-30 ARY Bldg. (1152SF) ONDCAL FPUA � CTRICAL � !PANEL 'PI' METER 0SRVI CE C'yn PANEL "DP' pimp' \-(2)2'CONDUITS FOR COORDINATE TERMINATION OF THE TELEPHONE SERVICE THE BUILDING SERVICES WITH - THE RESPECTIVE UTILITY. V ELECTRICAL SITE FLAN SCALE:NONE FPUA POLE W/ TRANSFORMER BANK (2)2-CONDUITS FOR THE TELEPHONE SERVICE + TO POLE 1 (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. 60AR NF 60AR NF 3 PI-16 i1iI (2)2-CONDUITS FOR (2)2-CONDUITS FOR THE TELEPHONE SERVICE II I THE TELEPHONE SERVICE TO POLE I FOR WAREHOUSE PI II PI -II PI-22 PI -II I .IaTsUaBS TUitN CiNJ©�JITS' AFFt,¢ PI -I CAP AND BUSH CONDUITS. COORDINATE FINAL LOCATION 1 PR1(1 WITH OWNER 0 i I HATING, # ROUGH'IN. , v ., NIF ;1fOG. ill- 40L: N Tin 01.'i' :12 O#12&(1 Ill 3/4' C. , aDR PI-18:20 (2)#12 & (1)#12G. IN 3/4" PI-18:20 PI-7 30AR PI-14 Ati NF - t c p p IB & (1)#10G• f " C. r OPEN FFICE '2 6° PI-7 i a ta; r PI-5 PI-7 PI-2 3 P�4 - OFFICE 12 PI-21: 31 &c(1) 12G. � (2)/12 & (1)/12G. IN 3/4' C. I-2 30AR 1 NF PI-14 PANEL 'DP' 13 { M FPUA METER PI-2 I f A 1� (2)#10 & (1)#10G. DP-5:7 IN 3/4° C. 60AR GRINDER PUMP NF 3 2HP 230V 1 PHASE. REFER TO THE CIVIL DOCUMENTS FOR LOCATION 5a IGWri AHU-2 is t i❑ ki J PI-44 i 4 A.- PI-14 "ID m lk;nx0P $ A W FOW R SYSTEMS FLAN SCALE 1/4" = 1'-0" WAREHOUSE ELECT: SERVICE DISCONNE( rf II llII li ONO FROM THE TELEF FROM OFF I\VV VI I —II\. ELECTRICAL KEY NOTES: I❑ 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. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �;; 4AYBf NECESt,ARY-M,ORDEn.TO. COMPLYMN.`,LhPPLICa~-'1#CODES 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. U) H z w 0 0 v w N z L O�> w o' w 0 w U) w a: i- l Port Fierce 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 w .o L� <O Q J q L IL �a a w 3t a C J W L O O O V U U Co L M r z z 0 0 U w U W ULLJ >J � z F ✓ o = U) Q z 04 W a Lea C/] U OJ X p LJ U O) 7 U H o L w �) w oa o O� M H 0 aU o 0- ° o L w ENGINEER SEAL E 2' STATE of _ ;1tr: Timothy C. Trewyn, PE P.E. No. 61580 TIESE ➢RllEtRS, F10G VUR THE CDWIS MID IN OES1015 FIESEMER O NNE NU]OER XY FIX TIE SPCt PUIPOSE W Mtt T MT PURM ENUAM Y, K. FOR VIRMI TIE'! VERE PREP ME IN II� REUME IN TIESE RRCIIIERTS VITON VRmn! MTMR TUN NO A TRTM W FOR PORCE EffiNM4 M SWL E VTTIM umu" M TIE SNE wYRU TOall. FOCI PIDiCE DOEERIAG, UC &L RUMS RESBR SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN - "" "' 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-2 SHEET 2 OF 4 16001-12 =M LIGHTING FIXTURE SCHEDULE LAMPS VOLTS MOUNTING DESCRIPTION REMARKS MARK MANUFACTURER - PART NUMBER FJO TYPE WATTS 3 T8 32 120 CEILING 2'x4' RECESSED FLUORESCENT TROFFER,PATTERN 12 A DAY BRITE - BWN232-120-1/2-EB PRISMATIC LENS. WHITE FRAME. 17 120 WALL CLEAR 24" LONGCENTER MOUNT ABOVELIN. g DAY BRITE - WB217CP-120-1/2-EB 2 T8 PRISMATICFLENS.ESCENT STEEL END CAPS.WALLCKET. !COORDINATE WITHWALL RCHIR ECTURAL PLANS• LIGHTOLIER - IIOIFD26L 1146 1 CFL 26 120 CEILING WHTEMRIMR DOWN LIGHT, CLEAR REFLECTOR 2 LAMP POLYCARBONATE EMERGENCY LIGHTING 8'-0' A.F.F. FOR WALL MOUNT. D MCPHILBEN - CAX6L40W20 2 MRI6 20 120 CEILING/WALL FIXTURE. HIGH OUTPUT HALOGEN LAMPS. ,MOUNT LED THERMOPLASTIC LED EXIT FIXTURE WITH NICAD IMOUNT 8'-0" A.F.F. FOR WALL MOUNT. E MCPHILBEN - CXXL-3-G - LED <=5 120 CEILING/WALL BATTERY. GREEN LETTERS. COMBINATION 2 LAMP POLYCARBONATE EMERGENCY MOUNT 8'-0' 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. 6' DIA. DROP POLYCARBONATE LENS SHOWER LIGHT G LIGHTOLIER - 1104 F18 1178SH I CFL 18 120 CEILING WET LOCATION LISTED. 4'0" FLUORESCENT INDUSTRIAL FIXTURE, 10% UPLIGHT H DAY-BRITE - IFD 232 PP UNV 1/2 EB 2 T8 32 120 CEILING SYMETRICAL REFLECTOR. WHITE FINISH, POLYCARBONATE FRAME J THOMAS - SL 9216 8 1 INC 60 120 WALL 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 1/2"A 1/2' KINDORF CHANNEL SUPPORT SUSPENDED FROM ROOF STRUCTURE WITH THREADED RODS. FIXTURES SHALL BE MOUNTED 10'-0"A.F.F. UNLESS OTHERWISE NOTED. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A MINIMUM LENS THICKNESS OF .125 INCHES. 8. ALL SHEET STEEL USED IN FIXTURES ABOVE SHALL HAVE A PHOSPHATE LAYER APPLIED PRIOR TO PAINTING. 'PI' OFFICE I r} 1-8 I I ti O a PI-8} mm 0 1 t� lri�a) PF PI-6 OFFICE a c c9 I A PI-6 OFFICE 2 {} 4st L PI-8 — T 1F1xZP D A Ilk LIG W) L HTING SYSTEMS FLANS LIC;HTING 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 FOOTAGE) ROOM WATTAGE LPD-(FBC-405.5.20)(2) (WATTS PER SO. FT) LPD - CALCULATED (WATTS PER SO. FT) OFFICE 1 135 152 1.1 1.1 OFRCE2 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. 1HESE PLANS AND A%L PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ;JIAY BG NECES� CRY IN ORCFFI TO " CO;AP6Y �'VfIH r L r�P�,ICA�A�CQDES. Fort Pier( Engineering, Dependable Mechanical, & Plumbing Desi; C.A. No. 28173 315 South 7th St Fort Pierce, FL. 3, Phone: 772 672-4 Far: 772 672-4E W V W LLJ Z _o 3 = J cn Q z w �+ W a U ~ U o w M n_ W x_ o wo M m W of w a O w ENGINEER SI 111 x C„T ESQ .A No 615$L( STATE OF 'iotns O R 14?. F�A'p;j'ON AL E Timothy C. Tree P.E. No. 615 nfs �S' Aul1G nm M UW PKSEM N N APE MMM O y R PLNP[6E Alm q.IENT 6 w P]FALE N V H DU KH PAPN REI44E M N TH OOdRENIS Vn1OR WHEN NIiF ADIPTAnIM N RK Pll'NCE � Yfl1011 11ABN.TIY n n£ S PIP X P Parc ErL➢F➢lNlfi, TNC ALL RIEMS RE! SHEET TIT ELECTRIC LIGHTING SY PLAN ISSUE DATE: 06-07 DRAWN: TEC APPROVED: TCT DRAWING NUI SHEET 3 0 SCALE 114" = 1'-0" 16001-12 STUB ABOVE CEILING STUB ABOVE CEILING F 120/240V IPH 3W ACOUSTICAL ACOUSTICAL r SERVICE FROM FPUA ~ TILE CEILING L TILE CEILING POLE MOUNTED F TRANSFORMERS TO ADDITIONAL OCCUP. SENSORS REFER TO FLOOR PLANS z OFFICE BUILDING WAREHOUSE POWER SUPPLY _N WATT STOPPER BZ 50 w 3/40 CONDUIT I R EQUAL. CONDUIT FOR (2) IIr r OUTLETS I 3 (34350ICD 3'COND 3/4' CONDUIT STUBBED INTO COORDINATED METER SOCKET p p POWER RED LIGHTING ACCESSIBLE CEILING SPACE WITH UTILITY CO. TO CONFIRM SUPPL LOAD THE METER SOCKET MEETS THEIR SPECIFICATIONS. LOCAL OFF 3) #1/0 CU OCCUP. OCCUP. SERVICE CONDUCTORS (3)#3/0, (D#6G. SWITCH IN I 1 GRD IN 2'C. SENSOR SENSOR RED c0 AND RACEWAY INSTALLED IN I I/2 C. WHITE L'v 4'x4'xl 1/2' DEEP BOX ON POLE BY FPUA SP 0 DATA/COMM. PANEL WITH SINGLE GANG "PI' 3 200AR IX RECEPTACLE 3R DUAL TECH. OCCUPANCYJ BLACKPLASTER RING 150A 8002 fCA NF 2514 FCA SENSOR. PER 3)#350 MCM IN M.C.B. 2514 FCA WATT STOPPER DT-300 120V a FPUA SPECS 3"CONDUIT #4 WHITE DO NOT BOND EGG TO GC IN OR EQUAL. Fort Pierce GRADE PANELOR DISCONNECT N Engineering, Inc FLOOR FLOOR Dependable Mechanical, Electricl ------- FPUA POLE WITH _L & Plumbing Design TRANSFORMERS -BOND #1/0 TO STRUCTURAL (3)#3/0, (I)#6G. _ BOND #4 G.E.C. TO C.A. No. 28173 5/84' CU CLAD -------- STEEL, METALLIC WATER IN 2'C. STRUCTURAL STEEL, NOTE: STEEL GROUND ROD PIPE AND 20FT #1/0 CU METALLIC WATER PIPE AND FOR GYPSUM CEILING TYPES, ROUTE CONDUIT WITH PULL -STRING BACK TO POINT CONCRETE -ENCASED 5/8'x8' CU CLAD 20FT #1/0 CU OF BUILDING TELEPHONE/DATA SERVICE EQUIPMENT. ELECTRODE STEEL GROUND ROD CONCRETE -ENCASED ELECTRODE A DATA/COMM. STUB -UP DETAIL SCALE=(N.T.$) B ELECTRICAL RISER DIAGRAM SCALE=(N.T.S, C OCCUPANCY SENSOR WIRING DIAGRAM SCALE=(N.T.S.) SINGLE PHASE LINE -LINE SHORT-CIRCUIT CURRENT CALCULATION 46 SOKVA=TRANSFORMER SIZE SERVICE TO DP (I SET 350MC ,60 FTTO PANEL "DP",PVC) VOLTAGE DROP = 2 X 12 X 119 A X SOFT X 1 = 0.49 V / 240 = 0.20% ISC= SOODOVA X = 14881AMPS IPH 3W 350000 1100 1240� FEEDER FROM DP TO PANELPI IN OFFICE t 1 X 22,7737 X °-3z7 VOLTAGE DROP 2 X 12 X 111 A X 40 FT = 1.01 V / 240 = 0.42% 1PH 3W 105600 1 M = 0.753 1 + 0.327 !� �\ \\ \ 14881AMPS X 0.753' = (1 SET 3/0, 90 FTTO PANEL "PIA",PVC) 11212AMPS BRANCH CIRCUITTO CU-1 WARNING \\\� TAPE /\ `�vvv�A f_ 2 X 90. X 11212AMPS = 3 460 VOLTAGE DROP 2 X 12 X 37A X 86 FT - 4.63 V / 240 = 1.93% N 1 2,430 240 1PH 2W 16510 /\ \ M- _ 0.224 i 1 +1 3.460 \ r\ CONDUIT j \\ 11212AMPS X 0.224 = 2514 AMPS TOTAL VOLTAGE DROP 2.55% Q LINE TO NEUTRAL SHORT-CIRCUIT CURRENT CALCULATION ` SERVICE TO DP ISC= 1.5 X 14881AMPS = 22321AMPS VOLTAGE DROP = 2 X 12 X 119 A X 60 FT X 1 = 0.49 V / 240 = 0.20% 2 �, zz3zw IPH 3W 350000 f - X X = 0.982 1 22,737 120V FEEDER FROM DP TO PANEL P1A IN WAREHOUSE NOTE: CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS M= = 0.505 VOLTAGE DROP 2 X 12 X 49 A X 90 FT = 0.63 V / 240 = 0.26% IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTION 1 +1 o.9ez 1PH 3W 167800 PRIOR TO BACKFILL. SPOT FILLING TO PREVENT FLOATING IS ACCEPTABLE. 22321AMPS X 0.505 = 11264AMPS f= 2 X 90,X 1 2,430 _ 11264AMPS 120V = 6.953 BRANCH CIRCUITTO EF-21N WAREHOUSE VOLTAGE DROP 2 X 12 X 10 A X 86 FT = 3.16 V / 120 = 2.63% M= - 0.126 1PH 2W 6530 D 11264AMPS 1 +1 6.9S3 X 0.326 = 1416AMPS D CONDUCTOR TRENCHING DETAIL _ SCALE(N.T.SJ TOTAL VOLTAGE DROP 3.10% USE MINIMUM IOKA RATED EQUIPMENT AT PANEL PIA PANEL: P1 VOLTAGE: 120/240V 1PH 3W BUS/BREAKER AIC RATING: 22KAIIOKA RATING: ISOA LOCATION: OPEN OFFICE MOUNTING: RECESSED-NEMA 1 MAIN CONNECTION: M.C.B. FED FROM: PANEL "DP" DEVICE FAMILY: SQUARE D CIO OR EQUAL DESCRIPTION ' [ 0 P CONNECTED WA R.. CONNWTED"A P DESCRIPTION A " A e R-BREAK COUNTER-REFRIG. 12 20 1 0.50 1 2 0.72 1 20 12 R-OFFICEI R-BREAK COUNTER 12 20 1 0.36 3 4 0.72 1 20 12 R-OFFICE2 R-OPEN OFFICE-S,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-TWHA R-OFFICE COUNTERS 12 20 1 0.72 11 12 4.00 1 20 8 8 KW HVAC-CU-1 8 40 2 4.36 13 14 0.11 1 20 12 HVACSF-I,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 18 0.12 2 15 12 HVAC-AHU-3 & AHU-4 MCA-.5AEACH 12 0.12 19 20 0.12 12 MCA-.5AEACH SPACE 0.00 21 22 0.36 1 20 12 R-TELEPHONE SPACE 0.00 23 24 0.00 1 20 1 SPARE SPACE _ 0.00 25 26 0.00 SPACE SPACE 0.00 27 28 0.00 SPACE SPACE 20 1 0.D0 1 29 30 0.12 1 20 12 L-BLDG EXT-E/W ELEV-NOTE 4 SPARE 20 1 0.00 31 32 0.00 1 20 SPARE SPARE 20 1 0,00 33 34 0.00 1 20 SPARE SPACE 0.00 35 36 0.00 SPACE SURGE PROTECTOR 30 2 0.01 37 38 0.00 SPACE NOTE 3 0.01 39 40 0.00 SPACE NO SPACE 0.00 41 42 0.00 NO SPACE 5.63 6.11 TOTAL 6.47 5.68 23.88 TOTAL CONNECTED KVA SERVES CONNECTED LOAD KVADF 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 0.50 GOO 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 TOTAL AMPERAGE: 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 S1ZE PER MANUFACTURER FILE COPY 4. CIRCUIT CONTROLLED VIA 1PST TIME CLOCK W/ASTRONOMICAL DIAL AND BATTERY BACK-UP. MOUNT ADJACENT TO THE PANEL 315 Fort Phone: Fax: South 7th Street Pierce, FL.34950 772 672-4636 772 672-4637 a U alE C� ao _J LEEw 0 M 3 0 Dz� � Z J W W O (0 Cr O J O CO LLM U r z Z 0 O U LEE U W W > O 2 U Q Z W W Q W \ (D m U of X_ LEI of m In w_ W 1-a w Jo D- - F CC SINGLEPHASELINE-LINE SHORT-CIRCUIT CURRENT CALCULATION Q! 9FIKA1A=TRANSRIRMFR S17F n ) CL U_ ILL (1 SET 350MCM, 60 FTTO PANEL "DP", PVC) f- DEDICATED 120V CIRCUIT - S000OVA 100 ISC= X 240 1.4%IZ 14881AMPS 2 50' 14881A f = 1 X 22,737 X 240 = 0.327 o"ZPROMDEAT UIT M= 1 0.327 = 0.753 STRAPS 14881 AMPS X 0.753 = 11212 AMPS (I SET 1/0, 40 FIT TO PANEL"Pl", PVC) - f= 2 X 40 X 11212AMPS 0.401 TWO DUPLEX RECEPTACLES 1 9,317 240 WITH COMMON COVER. e, M_ 1 - 0714 1 + 0.401 11212 AMPS X 0.714 0002 AMPS 4, LINE TO NEUTRAL Sl ORT-CIRCUIT CURRENT CALCULATION PROVIDE UNISTRUT WITH PROVIDE ALL CONDUIT STRAPS Isc= l.s X 34883AMPS = 22321AMP5 AT 8 A.F.F. WITH BUSHING 2 60' 22321A AND FISHWIRE f - 1 X X 22,737 120V = °'�z 1" PVC WITH M 1 +1 0.982 = 0.505 2" CONDUIT TO (1)6 GROUND WIRE TELEPHONE CO. 22321AMPs X 0.50 = 11264AMPS f= 2 X 40' X 11264AMPS = 0.806 1 9,317 120V 1 M 1 +0.806 = 0.554 0 11264AMPS X 0.554 = 6237 AMPS USE MINIMUM IOKA RATED EQUIPMENT AT PANEL PI PANEL: "PIA" _.... - .._ - VOLTAGE: 1201240V 1PH 3W BUSJBREAKERAIC RATING: 22KPJIDKA RATMOd --- .... 200A LOCATION: WAREHOUSE MOUNTING: SURFACE - NEMA 1 MAINCONNECTx7N: M.LD. FED FRO M:. PANEL `DP` OfVICE FAMILY[ SQUARE D 40 DR EQUAL DESCRIPTION 11: 81 P c+Wp£(TO. iIVA A " 'P, rm COMUEL�."A v ... DESCRIPTION A R HVAC-EF-2-.SHP 20 1 1.42 1 7 BAB 1 20 12 R-WEST WALL. L-WAREHOUSE 20 1' 1:18 3 4 0.36 1 20 12 R-EAST,SOUTH WALES. R-EXTERIOR -- 20 1 0.54 5 6: 4.40 1 20 _ SPARE SPARE r42 2D 1' . 0.00 7 S' 0.00 1 20 SPARE SPARE 20 1 0.09 9 10 0,00 1 20 SPARE SPARE 20 1 0,00 IS IZ 0..00 1 20 _ SPARE TWH-REST ROOM 20 1' 1A0 13 s4 b.00 SPACE TWH-SERVICE SINK 20 1 !.8@ M 16 O.b&, SPACE SPACE a," mm 17 18 0.00 SPACE SPACE EM BAB IS 20 0;00 SPACE SPACE DAM 21 22 0.00 SPACE SPACE OAB 23 24 0i0D : .SPACE SPACE 0.00 110 ZS 26 0.00 SPACE SPACE 0.00 27 24 awn 0; : SPACE SPACE_-- 040 29 30 0.60" SPACE' SPACE :UO 31 31 0:80 SPACE - - SPACE 1L001. 33'. 34 0.00' SPACE SPACE - 0'90 35- 36 0:00' SPACE - SPACE BUD'. 37 38 O,DD IM SPACE - - SPACE 0100 39' 40 MM 0100 SPACE' _ SPACE MOD 3.46:.., 2.98 41 43 TOTAL 0.00 1 0.36... 1101M 0.36 7,16 TOTALCONNECTED SPACE KVA. _.-. _.._ :SERVES - CONNECTED: LOAD-KVA OF CALCULATED DEMAND -KVA LIGHTING 1.10. 1:25 OAF RECEPTACLES (FIRST 10 KVA) 1,26.. 1.00 1.26 RECEPTACLES (OVER 10 KVA) FUTURE 8.04) 0.50 "0' LARGEST MOTOR 1.12 1.25 1.40 OTHER MOTORS. 0.00'. 1;00 0.00. EQUIPMENTIHEAT _ 3.60 1.00 3.60 KITCHEN EQUIPMENT 0,00 100 : O.DO TOTAL DEMAND KVA 11.73 TOTAL AMPERAGEz 4&89 NOTES: I VERIFY EUCRICAIREQVIREMENTS FOR ALL EQUIPMENT WITH MANI R ACTURERS MANUAL PRIOR TO BIDDING AND INSTALLATION 2. PROVIDE TYPEWRtTIEN. DIRECTORY ON INSIDE PANEL COVER. - PANEL: . _ _.. "DP" NEMA 3R ENCLOSURE 1 w"; 42040apEr4w SUVEIREANERXCANT0110t 22 22kA RATING: 400A EXTERIOR .: ttiPATONDMA 3R 3tk1A MC9. NEDFR X PPL Salina CHANCE FAMILY: SQUARE'04R EQUAL.. DESCRIP71ON 5t �. P C Lcnn rcSva Nd�:. a. P DESCC!(PTION PANEL"Pl" 1/O 150 z l2.22--.EM J. 2 759 2 M WO PANEL"PIA" VO RM 1112 3 4 11111 749 L38 310 GRINDER P S 30 '2• 1.3,0 NM 6 :6 2. 30 40 1 E)asTwGvwELLPIIMP 2HP - .(j l-38 7 a 1 !0 2FIP SPARE 2U 1 0' 9 1D 0 ! 20 Sih4RE SPARE: 20. ! 0 1S i2 0 ! 20 SPARE SPACE 0 ON ,U 14 0 SPACE SPACE '0 is: i.6 - ME 0aim SPACE -SPACE #MR 17 50 0 OE.. 0 19 20 fiffiffi 0 SPACE: SPACE 0 21 22 0 M SPACE,. SPACE 0 D 23 24sw 0 SPACE:. NO SPACE 29', n '.0 NO SPACE'. NO SPACE .0 2.7: 28, ':D 0 NO SP _ NO SPAC ER k 23 ...E MO SPACE. 134'.. 13,1 1 TEIiIUL 997 8.97 44,63 ':TOTALKVA: SERVES CONNECTED LOAD -XVA OF DEMAND'-XVA.. LIGHTING 2,93 1.25 rCALCULATED 3-66 RECEPTACLES (FIRST 20KV - - '.1040 - ___ _ 1.00 _ 10.00 RECEPTACIES(04ER-YOKtrA _.. 3.118:. 0:50 - •1m LARGEST MOTOR Z76'. 1.25 _ 3,45 OTHER: MOTORS. 7.20' 1.00 T.$0 EQUIPMENT/HEAT 1Y.GO 1:00 ---- KITCHEN EQUIPMENT D.5➢ 1,00 0.to TOTAL DEMAND KVA: $8.25 TOTAL AMPERAGE:. - 159,39.... NOTES: 1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. 2. PROVIDE TYPE WRITTEN DIPECTORY ON IN51DE PANEL COVER, 3. NON -COINCIDENT LOAD. CALCULATION RA5EII ON HEATING MODE M Af��u10JECT TO"COAAFi�/'FYCJ51 FIR ANY PLYWrf LiAPI'LtM-111, ENGINEER SEAL C10 �r�rfrf' ti A: �y No STATE t1Flt Timothy C. Trewwyn, PE P.E. No. 61580 DESE NEE ENTS, NDG M TIE IwEPTS w M SO NESOMI HOUR w RRD✓DEIF I LY TDI nE SPECIFIC PIFPDST ANO ERE 6 ERR PmEE 1IMP IFG, 311 F VHOE NET `NTE PREPMFD. nTD1 Dt OPP�T Low 11ESE DEN r TF R PRIDE VWROI AUI RICJ II A10 AOAYTAT U R i1RT PIIACE ENRNENNTi, IFlC. SHALL IC vmmr LUNLrtr m TIE salE MT PERCE ENSQEER/E. OIL NL RIBRS RESFRVEA SHEET TITLE ELECTRICAL DETAILS, RISERS & SCHEDULES ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER C e E I TELEPHONE TERMINAL BOARD DETAIL SCALE = (N.T.S.) s"LLI 4 DI. 4 16001-12 121.2016 11.6.2017 2" MIN PLAN VEW N T5 MINIMUM Poor DALL PM & TE FROND5 f0aTIfR WhIl TYFICAI. (AIL PALM5) DEGRADPELE TWINE ( MIN. 6.6 FRON125) V5. NM: 5ADAL FALM5 MAY 6E WMCA&E CUr 5ADAL 9,05 fO DE DOC MP W}EN PC fOR LR% UNLE55 o"w5E NOW (5) LAYERS OF %I&Ar WRE(5)WOOD CI W5 WMKI ATFOINr OF (2" X A" X 12") fO TM W/ 5lIPPOPr. 2 5TEEL 5TM (MIN,) A5 WOPT FOR WOOD CLEAT5 TOE NNL f0 6AMN5. SAdW FOR (5) 2" x 4" woop INITPL FL&TIING IPVC5120' APART 5" DERM a 5MDDED MU.CN 6" FROM TMNK 1/ 5 NEIGMr a PINISN 6m T%wl. ,.t` � �SDELOW GRODE 2" X k" X 24" 5TAKE PAD PAP 5" DELOW GRADE 12" MIN. 12" MIN. PALM PLANTING 12�f& (WTN STAKING AND 6WHO) N.T.5, efen MI PLANTING MTAIL NT5 ADD PLAWIZ fADLET5 A5 FaWft 16XL5RII5-I MP f 5 OA- 5N" - 2 TADLE5 FLAN VIEW 5HPUV 61?0%12COV�p PLANTING b�TAIL Nis MINIMUM TR?� PtQUIPmNf5 nP,ftV, APJAC�Nf fO 5TP\�� ' POW; 174 L,F, bIV, COY 30 - 6 TP\��5 PFQUIPFn ALL ROVIP�P nl?ouGHr KEY QUAN, NATIv� Tole ma CF 32 Y vl t LI 4 Y VFpY FF 48 Y MOP. MF 39 Y VFpY F5 35 Y vnl C1L 5 Y vl p QV 5 Y vm 5M 8 Y VFI?Y PLAN' & MAVl& 5CHMLM POfANICAL NAME CONOCAP.PU5 SeCTU5 LAj2F\51120FMIA INPICA FU6%IA FOFTIPA MYP.CIANTHF5I FP6F\AN5 F0e5V\IA 5F6pF6ATA QVCU5 LAXIFOLIA QUFPCU5 VI CAINIANA 5WIMNIA MMA60NI COMMON NAME 51Z� C Hf, x 5PFU CONTAIWP GP.SFN "TONWOOP 24'' x 18" #3 CFPF MYP.TLF 10-12' x 4', 3" PDH D & (3 5PAN15H 5TOPPFP 24'' x 18" #3 51 MP5ON5 5TOPPFp 48" x 30'' # 15 F1,00PA PFvWT 48" x 50" #15 LAUP\51 OAK 12-14' x 5' , 2-1 / 2" 19DH 13 & 3 LIVF OAK 12-14' x 5', 2-1/ 2" 1213H 13 & D MAHOGANY 12-14' x 5', 2-1/ 2" 1761-1 13 & D TH15 LANn5CAF� FLAN M f5 F190T 516HT 1215MU ANn CLAP ZONF p�QUIP M W5 H�Zt5 VJAC�NT TO OTH�P\ WOMM5 5HAl C F 4811 IN HEIGHT ON IN5TALLATION, F�P,ft1'FP VUA APJAC�Nf T OTH�P PWPp P\TY; 2�8 L,F, PIV, PY 20 -- 12 P�QUIPFb ALL Tp\��5 pPOVib�n INT�P10P T?\F� P�QUIPEM�Nf5; 7997 5,F.V,U,A, PIV, �Y t5 - 533 5f, PTQUIP1�12 INi�P10P LANb5CAP� AP�A �Xal�125 800 5f, 535 PIV, COY 100 - 5 Tp\��5 P�QUIP�n ALL FPOVIb�n AF�A 1'V NATION 51T� COV�PA61� OFFICE AP�A5 WAP�HOU51� AP�A5 % LnING TofAL PPOR PAV�P AP�A pPOP. 5112�WALK5/ PA125 TOT& (Mt'�PVIOU5 GP��N Al?\W OnN 5PAC� ACPTAG1� 0.0264 0,0496 0.0760 0,1836 0.0143 0,2759 0,1852 E.. 0 1152 2160 3^512 7997 625 11934 8066 •111 ALL LANI25CAPP MATFPIAL TO C3 FLA. # I OP 13P V PAHIA 50P A5 MQUIeP M&XA UCA Ok %CALYPTU5 MULCH (NO CYPM55) A5 ffQUIPF17 TO 3" THICKNP55 MINIMUM IN ALL PLANT 13PI75 FULLY AUTOMAflC IIMIGAIION 5Y5tM TO PPOVIP7 I007. COVFfzA IN 15 MPH WIND Al PPOHIPItP 5P5CE5 SHALL 13� eMOVW FROM 51TF PkIOI? TO I55UANC� OF CWFICATP OF OCCUPANCY ( INCLUPING ALL 'FVPC' 1,15TFCI 51`�CE5) 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER WORK ONS THAT TO..." )DES. 5L�CTONIC 55AL AFF102 13Y ALPOR 11,22,2017 • z O x � Z 12M7 1111,2016 MWN, WAF CWC019: 5CAL�: I" s 20' PROXCY W 16-050 c_cR1U�L L DEVELOPER: CRULL SERVICES INC. 81 QUEENS ROAD FORT PIERCE, FL 34949 LOCATION MAP MAME AVE LOCATION 1131 N .9 . XVY JJ St. Lu--Ie Co. FL Date Init. Appeoved� N rN R?J�CJ �IrJ�G INDEX RHFFT SHEET DESCRIPTION SHEET NUMBER SITE PLAN 1 OF 5 PAVING & DRAINAGE PLAN 2 OF 5 SEWER PLAN/ GRINDER PUMP 3 OF 5 SEWER DETAILS 4 OF 5 R I 5 OF 5 THOSE PLANS AND ALL PA ARE SUBJECT TO ANY CC REQUIRED BY FIELD INSPI AAY sn NECES"RY 11q C®",PLY t1qH �:- L hpa %Lin. +8 HOURS BEFORE DIGGING CALL TOLL-FREE --800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER { ABRAHAM CHABAB, Inc. FL. HOARD OF PROF, ENG, AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 ED WORK "TIONS 9S THAT !R TO.: coots.` DATE County Staff Cr1ts 10-10-17 Email agehababl®msn.com Ph. 772 878-5079/475-6630 Fax 772 785-8291 13 U12 F— w 11 11 10 9 011 B ry > 6 n 5 FAI 1 1 1 10 20 PROP. LINE PAVEMENT ,' ^O BASE 30 40 50 1"=10' HORIZONTAL SECTION H-H 10 20 30 1"=10' HORIZONTAL SECTION B-B PROP, LINE 10, 11 9 EXIST. FFE 10.75 ' R L 10.50L. ;, EL103 10 20 30 40 1"=10' HORIZONTAL SECTION C-C x PROP. LINE EXIST. �\\ i 70 ry6 80 100 SITE BM 1988 NAVD TEL 7.66 TCCBBE C INLET FDOT 0 \ ti6 IND 232 BERM EL. 10' TOP 7.90 - x INV.S.W.5.50 10.50 / 0 BOTT. 5.00 1�•n / r 0 OePe�a x o CB#2 ' 10. C 15 T. RCP- _ BERM EL. 10.50-� QROP A AO. CONST.56LF. x 1�' �- R 15" CPP_ PERFORATED, FOR EXFILT. f J Q U_ F— O_ W > 10 0 30 40 V=10' HORIZONTAL ti6 6$� xA'z6 �6h� SECTION G-G �O x x Off' t1b xA 5 xA . xA O x ``a `tl j V. ~� y A a6. Nc 01 f. p' - \\ A 4j x f 1a] \\ 'G V duo \ N ;14 �:o a Ora °�wv 6 ' ' e ✓° !!. osea bps�l oy p L 4$dgl� 0�y x 0.60 V 0$ FF a 10. 0 2 FM 1� 6 ro4°Se 11525 `� rinder g 4$fd4� �10�5 Pump x v ' ooe A �4 ` /U 13 J 012 F— > 11 R L 10.60 10.75 el EL 10A 1110 10 20 30 1"=10' HORIZONTAL SECTION D-D 40 FF CONST. BLF. 15" RCP- - - - / 08#1 � r BERM ELF 10.50 / x CCBp#E1C e /' INLET FDOT �i��/ / � IND 232 BERM EL TOP 10.0 INV.N.E. 5.50 0� 10.50 13 PROP. .I LINE 10. <12 1 9' F— EXIST. FFE 10.75 W 11 GROUND L 10.50 > CV EL 10.20 10 9 10 20 30 40 1"=10' HORIZONTAL SECTION E-E 10 PROP. LINE 10, EL 10.50 PARKING G i in n AREA 7UND EL 9.50 ° 20 30 1"=10' HORIZONTAL SECTION F-F 40 50 11 n1 8 60 THESE PLANS A14D ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �41IAY BE NECEMARY IN ORDER TO 0omwWi"m ALAPPLICAfA.CODES; \\\ `PAVEMENT `® BASE `\_(gSUBBASE 10 20 LEGEND EXISTING GRADE N x`I'`'' ELEVATION ® HIGH POINT T CURB 6:10 PROPOSED ELEVATION 25.7 B CURB RUNOFF FLOW DIRECTION FDOT MITERED END SECTION 0 PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CDNST. APPLICATION PROP LINE 30 6' CONC. SIDEWALK 7"THICK MIN. COMP. STRENGTH 3000 PSI SAW CUT EVERY 6 FT AND CONTROL JOINT EVERY 30FT. FDOT Ind #310 i one LEGEND TEE 450 BEND T{ 900 ELBOW y F.H. FIRE HYDRANT ►� GATE VALVE -VH BACKFLOW PREVENTER C'O'o SERVICE CLEAN OUT ® METER BOX EXIS112'WATER MAIN — e•rM — EXIST.8' FORCE MAIN - =[:]_ - CATCH BASIN 4"GM-- GAS MAIN FPVC POLYVINAL CHLORIDE CIP CAST IRON PIPE ® PAVEMENT - ®BASE---' ®SUBBASE_ 40 50 6C 1"=10' HORIZONTAL SECTION A -A 70 80 90 ®PAVEMENT TYPE S-3 ASPHALT SUPERPAVE 1-1/21N THICK ONE LIFT RC-70 PRIME COAT @ 0.10 GAUSO. YD IM BASE B UMEROCK COMPACTED TO 98% MAX DRY DENSITY MOD. PROCTOR COMPACTED TO AT LEAST 98% MAX DENSITY PER A.A.S.H.TO. T-180 SUBBASE 12"STABILIZED SUBGRADE W/75 LB FBV MAX DRY DENSITY MOD. PROCTOR COMPACTED TO AT LEAST 98% MAX DENSITY PER A.A.S.H.TO. T-180 le mawas �• 11 I-���I�A�i.•..• �: �• 11 .�. .,p .•. .•. .•.•.•.•. .•. .•. .•.•. 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-452-4770 SUNSHINE STATE ONE CALL SCALE 1 "_2 0' OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER DESIGNED BY AC ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 DRAWN BYAC 5428 NW EDGEWATER AVE DATE Aug: 5/2016 PORT ST. LUCIE FL. 34983 PAVING & DRAINAGE Email agchababl®msn.com 772 878-5079/475-6630 PLAN Fax 772 785-8291 SHEET 2 ❑F 5 "\\N * F i CH'4 OF'� .. FI REVISIONS DATE LIGHT TO BE VISIBLE F ALL DIRECTIONS WHEN MOUNTED TO PEDESTAL NEMA 4 ELECTRICAL CONTROL PANEL AND ALARM SYSTEM STAINLESS STEEL CONDUIT ***NOT *** —ALL ABOVE GROUND PANELS, BOXES & CONDUITS SHALL BE STAINLESS STEEL ------ .30)z')STAINLESS STEEL CONDUIT CONDUIT SEAL OFF NEMA 3R-6"x6"x 24" STAINLESS STEEL JUNCTION BOX W/TERMINAL STRIP �— 1 1/2" PVC ELECTRICAL CONDUITS TO GRINDER STATION NOTE —230 VOLT SINGLE PHASE POWER SUPPLY SHALL BE SUPPLIED THROUGH THE BUILDING'S ELECTRICAL SERVICE —MUST OBTAIN ALL NECESSARY PERMITS SINGLE PHASE DUPLEX GRINDER SYSTEM CONTROL PANEL CONTROL MOUNTING BRACKET (SST) TO BE FIELD INSTALLED LOCATE ADJACENT TO THE CONTROL PANEL PEDISTAL .� AND OPPOSITE THE INFLUENT LINE ON SID OF TANK 26! DPNG I YCHECK WITH 0 SPRING & 0 37' 1 1 N 1 1 I A A' FLOOR DRAIN UNION BALL VALVE) e o 0 2" PLUG VALVE WITH 2" 2" SCH 80 PVC OPERATING NUT ELBOW (TYP) PUMP STATION PLAN VIEW PUMPOUT CONNECTION NOT TO SCALE PIRANHA S20/SW GRINDER PUMP 2 HP 3450 RPM 1-PHASE 230 VOLT, 60 HZ 5 1/2' IMPELLER 38 GPM @ 53 TDH A RIM ELEVATION �,75 FT NAVD B INFLUENT INVERT ELEVATION 6.40 FT NAVD C ALARM 6.20 FT NAVD D LAG PUMP ON 6.10 FT NAVD E LEAD PUMP 'ON 5.75 FT NAVD F PUMPS OFF 5.40 FT NAVD G WET WELL BOTTOM ELEVATION 5.75 FT NAVD H INFLUENT DIAMETER 4 IN JI PUMPOUT CONNECTION 2 IN NOTE: ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCHEDULE 80 P.V.C. SINGLE PHASE DUPLEX COMMERCIAL GRINDER SYSTEM DETAIL 02 OF 02 7'MIN/ NEMA 4 ELEC. AND ALARM S' )UIT BODY SEAL 2" V BUG ;T. GROUND r3-11/2' SLIP aIELD INSTAL a rS ELECTRIC on sw>•� a ANSFORMER =CIICAL 4 s09 2 6pSFi Bea FF 1ll. FLOOR /ER WHINGED, PADLOCKABLE 1/4'ALUM. W/ VENT CPLG. RAIL SUPPORT, SST. fS TO COVER FRAME) CHEC♦<`a �r VALVES oseaGff25F� ELEC Yro4 <lY5 10' �5 PNL $la FFe 000 62.600. , - - b�y$,1 , see s ALUMINUM COVER W/HII 30"X40"X36" DISCHARGE LEVEL RU BER GROMM 48" FIBERGLASS REIF. POLYESTER/ RESIN, 3/8" MIN. WALL THICKNESS GELCOATED SURFACES TO SEAL FIBEF S 120 PCF LOAD RATING AT S F.2 ?" (STANDARD) "H" INLET FTTING 2" DISCHARGE (FIELD INSTALLED SCHN 8,OPVC "B" INFLUENT INVERT: 6. 0 3/4" SCH.40 PIPE GUIDE RAILS SST. HIGH WATER "ALARM" LEVEC6.00 "D" LAG PUMP "ON" LEVEL: INFORMATION PROVIDED BY ENGINEER OF RECORD E" LEAD PUMP "ON" LEVEL:L5L 2H PIRANHA , 1 P 60HZ GRINDER PUMP P, 3450 RPM, 1 PHASE, 230 VOLT, 60 Hz "F" PUMPS "OFF" LEVEL :5.44 5 1/2' IMPELLER, -4.IL GPM, 0 EP TDH 2" BALL CHECK VALVE 6 ~' MIN 4P;: *,.%. RAIL ASS'Y. "G" WET WELL BOTTOM ' .715 12 MIN: ..' a' I r. �• -" -- - - e - 8" COMPACTED 3/4" 6' MIN GRAVEL (MIN.) SECTION VIEW NOTES: NOT TO SCALE 1. INLET HUB FO BE LOCATED & INSTALLED IN THE FIELD BY INSTALLER. 2. FLOAT LEVELS TO BE SET IN THE FIELD BY INSTALLER. 3. TOP OF COVER TO BE 4" MIN. ABOVE GROUND. GROUND TO SLOPE AWAY FROM STATION TO DIRECT RUN—OFF AWAY FROM THE STATION. SINGLE PHASE DUPLEX COMMERCIAL GRINDER SYSTEM DETAIL 01 OF 02 Q obi P y -r,\ ee Conn V.Bata LVE \\'//finder �X GRINDER PUMP TOP EL. 10.75 \\ INFL.INV. EL.6.40 RnTTnM EL. 4.75 J Q U_ I— D_ LU > ELEC. PANEL LEGEND EXISTING GRADE xti`'1 ELEVATION ® HIGH POINT T CURB 26,10 PROPOSED ELEVATION 25.75 �—� RUNOFF FLOW DIRECTION FDOT MITERED END SECTION PIPE INVERT CORRUGATED POLYETHYLENE PIPE CPP (N12) MANUF, BY ADS CCA COMMERCIAL CONST, APPLICATION iLC R.O.W. LEGEND TEE I`\ 450BEND T{ 900 ELBOW y o F,H, FIRE HYDRANT N GATE VALVE -VH BACKFLOW PREVENTER C'O'o SERVICE CLEAN ❑UT ® METER BOX ---I2'W,M. EXIST12'WATER MAIN — 211,11 — EXIST.8' FORCE MAIN —::::E]:: = CATCH BASIN 4'GM — — GAS MAIN PVC POLYVINAL CHLORIDE CIP CAST IRON PIPE ;HECK VALVE L SlSTAGKABLE v1ETER BOX 2" RESILIENT SEAT W1 GATE VALVE y.zz� ' )R09 ENT' 47LF 10 20 30 40 50 60 70 1"=10' HORIZONTAL CONNECTION DETAILS rr.���rrrr ����rrrr r...r ..... � rr �rrrrrrrrrrrrrrrrrrlrrrrrrrrrrrrrxrrrrrrrrr� OLD DIXIE HVVY WET TAP EPDXY COATED TAPPING• -SADDLE WITH STAINLESS STEEL STRAP WITH I.P. TH 9 EAD 16"x2" Tapping Saddle 80 90 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT JAB BE NECESL'.,RY IN ORDER TO': '�' COMPLY.W6` N„! Lc'4PIUCAnaICODES,' 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER ABRAHAM CHABAB, Inc. CRULL AC CONTRACTING FL. BOARD OF PROF. ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 SEWER PLAN/ Email agchababl®msn.com 772 878-5079/475-6630 GRINDER PUMP Fax 772 785-8291 11 DESIGNED BY AC DRAWN BY AC DATE Aug. 5/2016 SHEET r3 ❑F 5 F. cjIj to: NG 47165 '. a �r�lilllA��� REVISIONS DATE TEE CROSS USED AS f OFFSET L DEAD END CROSS USED AS 90' BEND WMA N.T.S. ME HANICAL JDINT ANC ORING REQUIREMENTS JLC LETTERING 'WATER' OR SEWER" ON COVER CONC. PAD 24" SQUARE 1 x 4' THICK IN UNPAVED 1/ AREAS W/REINFORCED.. CONCRETE MESH 0 ADJUSTABLE VALVE BOX & RISER - (IF NECESSARY) GATE VALVE INSTALL R.P.M. 6" PAST THE VALVE BOX WITH '.. THE TRAFFIC FLOW SEE NOTE 12 TRACE WIRE 112" PVC 11 1/4', 22 1/2' 45', OR 90' BEND L San \ REDUCER VALVE M-3 F7: PIERCE U7107IES AUTHORITY INSTALL R.P.M. BESIDE 5 1/4" WEIGHTED VALVE BOX LID & ®. E.O.P. TYLERIUNION PART #12T- \\\i 12T- f 47510 FINISHED GRADE NOTES: 1. BLUE. REFLECTIVE PAVEMENT MARKER (RPM). FO WATER VALVES AND GREEN RPM FOR WASTEWATER VAL IES PAVEMENT EDGE. " 2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC WIRE IN 1/2- PVC INSIDE THE VALVE BOX SEVEN INCHES BELOW GRADE. 3. DIP MAY BE USED AS RISERS ONLY IF A VALV BOX IS NOT MANUFACTURED FOR THAT DEPTH. No PVC RI ERS SHALL. BE USED IN ANY CIRCUMSTANCES. T)!F1 I rATE VXVEA 2 VALVE OPERATOR SHALL - BE NO LONGER THAN o 24' EXTENSION tiN O THHN MAGNETIC WIRE U - GINGHAM & TAYLOR 5 4" HEAVY DUTY VALVE UD W/4- MECHANICAL JOINT SKIRT RESTRAINTS (TYP.) 4905-L4 TYLER/UNION PART 112T-147510 II II r II II II �.►_ II - II 11 I� ,IIe INSTALL R.P.M. ON THE PAD OF 5 Y4- WEIGHTED VALVE BOX LID & E.O.P. VALVE MARKER INFO: SIZE TYPE OF VALVE UTILITY TYPE f OF TURNS N.T.S. TYPICAL GATE VALVE & VALVE BOX DETAIL 4TE RENSION: I BN APP ICNm: COM 111E L MI5 DETAILS 200802.DVN WN BY.• SGAtE: N.LS. ROVED: DATE' 2010 M-6 FT, PIERCE UTIUTTES AUTHORITY 24"x24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER 6"-45' P.V.C. 8 x6"-45' P.V.C. SECTION Il. ItII "Ir, I CLEANOUT FRAME & COVER U.S. FOUNDRY 7621 OR APPROVED EQUAL. 6" P.V.C. PLUG 24N24"X12" SQUARE SLAB POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND #4 REBAR 3" FROM OUTER PERIMETER FINISH GRADE TYLER/UNION 12T-147510. CON71N000S jIO THHN MULTI STRAND TRACE WIRE HALF HITCH )HALF HITCH ON BEHIND EACH EACH SIDE BELL FINISH GRADE E/P -- - METERS TO E BY F.P.U., ,410 THHN MULTI STRAND CONDUCTOR COPPER TRACE WIRE DRYCON DIRECT BURY LUG BY KING INNOVATIONS BRANCH SPLICE AT ALL TEES FIRE HYDRANTS & SERVICE YAPS HALF HITCH AT ALL SERVICE TAPS & EACH END OF ALL FITTINGS -ND TES; 1) TRACE WIRE IS REQUIRED ON ALL. PIPE AS. NOTED BY UTILITIES ENGINEER AND SHOWN IN STANDARD DETAILS. 2), INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. TMCE WIRE (N.T.S.) �� PIES TRACE WIRE DETAIL M-1 1 DATE 1 BC I APPD: WATERIWASTMATER ENGINEERING DESIGNED. CO R LE S '°"� FT. PIERCE UVLITTES AUTHORITY DRAWN H>: M N.T.S. A APPROVED: DATE SHEET JLC 20I0 I OF I FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES 1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-35, GREEN OR WHITE IN COLOR, GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH 'SEWER" MARKED ON TAPE AND SHALL CONFORM TO ASTM D-3034. 3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY. 5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF ANY FITTINGS, FINAL RIM AND INVERT ELEVATION OF ALL MANHOLES AND ANY OTHER PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 7. MAINTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT ALL CROSSINGS. 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CTTY COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT. OF CONSTRUCTION. 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL FPUA/CITY/COUNTY/FDOT ENGINEER, 11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMENCING CONSTRUCTION. 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, AND SHALL BE CLASS 150, DR-18. 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE. OF THE PIPE. 15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 AND ANSI. A21.11, CLASS 250 MINIMUM, INTERIOR POLYLINED, AND SEAL COATED. 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS. 17. MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL REQUIRE PRIOR APPROVAL OF THE UTILITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE IRON 'PIPE. 18. EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. pjEp WASTEWATER CONST. NOTES WASTEWATER -DsFPUA REQUIREMENTS CONSTRUCTION NOTES DAZE REM90NI BY APPD, 07ERIWASTEWATER ENGINEERING .07 DESIGNED: COMPUTER PILE / JJM DET NOTES 200602.DWG PIERCE ununEs AUTHORITY DRAW Sr. SCALE: 07. JJM N.T.S. APPROVED.- DATE.. SHEET JLC 2010 1 OF 1 STANDARD SEPERATION STATEMENT FOR WATER / SEWER CONFLICTS 1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPERATION WHEN THE WATER MAIN IS BELOW. WHERE SANITARY EWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN LESS THAN 6 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CRO'=SING MUST BE MECHANICALLY RESTRAINED. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER. PART III OF CHAPTER 62-610, F.A.C. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE, 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF STORM SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 3-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER. MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. A MINIMUM 6-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPERATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS THE WATER MAIN SHAL!_ BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. 4 ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 CRULL AC CONTRACTING SEWER DETAILS & NOTES DESIGNED BY AC DRAWN BY AC DATE Nv 29/2016 SHEET 4 OF 5 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 'AAM NECES"ARY IN ORDER TO �O!1IPLYWITH LLAPPLICAL'ZiCQDES. J _ m 47165 � '�,, « E i Lu Ir ILI i Q V. : Off ;`..... PL OQ\O �SS ICi N to- Wlliif11110A REVISIONS PATE EXISTING GROUND Z oZ0 U U �15 a _ I I F a wJ J rr U Z w Q m = !r i ? TC oZ DO ¢ =Z o ¢ ¢ 1r w J X ¢w w, GENERAL NOTES — All construction shall be in accordance with the latest Florida Department of Transportation Standard Specifications for Road and Bridge Construction with the Standard Specifications of the City of Fort Pierce jurisdiction. — All applicable City permits must be obtained prior to commencement of construction. — All work shall be done in a good workmanlike manner . Material installation shall be in accordance with manufacturer's recommendations. — Shop drawings of all materials being used shall be submitted to the engineer of record for approval prior to commencement of construction . — Contractor shall notify the city & the engineer of record 48 hours in advance prior to commencing work in city Right —of —Way. — Contractor to be totally responsible for maintenance of traffic and safety of motorists and pedestrians using this site. Adjacent streets roadways and waterways during construction maintenance and safety procedures shall conform to M.U.T.C.D. — All Elevations shown or referenced within these plans are based upon information obtained from survey. The existing elevations shown are for the purpose of indicating the approximate ground elevation at the location shown and in no way reflect surface conditions or subsurface soil condition. — The locations of existing utilities shown on the approved plans are to be verified in the field by the contractor. Any discrepancies shall be brought to the attention to the engineer . At no time is the contractor to tamper with existing utilities except as noted on the plans. — The contractor shall be responsible at all times throughout the duration of construction for the protection of existing and newly installed utilities from damage or disruption of service . — All muck and yielding material within road right of ways , paved areas , sidewalks , building pads, drainage and utility trenched shall be removed completely and replaced with clean fill material in 8 inch layers compacted to 100% maximum density as determined by A.A.S.H.T.O. T-99C . — Backfill and Bedding material shall be non —cohesive and non —plastic , free of debris , lumps , clods , wood , broken pavement or any organic or unstable material . No rocks larger than 6 inches shall be permitted as backfill or bedding. — Record Drawing certified by a Florida Professional Engineer or Land Surveyor shall be submitted for review and approval to engineer of record and proper jurisdictions for final acceptance of the system . — U.N.C.L.E. registration number must be shown on drawings prior to start of construction in right—of—way and prior to permit issuance . — Turbidity barriers must be installed at all outfall locations prior to connecting to receiving waters. Turbidity barriers must remain in place until construction is completed , soils are stabilized and vegetation has been established . NOTE: \� FOR PLACEMENT OF BACKFILL OVER PIPE PIPE O.D. + 24" ���j SEE SPECIFICATION PROPOSED PIPELINE HAND PLACED SELECT MATERIAL IN 6' LIFTS LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A, STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTS EVERY 100' IN PUBLIC RIGHT—OF—WAY AND 200' IN EASEMENTS d Trenchi edure 7-In Concrete (Min. 4000 PSI) Saw Cut Joints 0 15 Ft Ot- , ,,E, Expansion Joints 0 40 Ft OC 12-in Stabilized Subgrade With LBR Value of 4 _. ' Compacted to 98% Max Dry Density Mod Proctor CONCRETE PAVEMENT DETAIL 1 Y2 in FDOT Type S-3 Asphalt Suprepave Pavt Shall have Superpave Mix of 1000 LEIS Prime Coat Sealant to be applied on Top of Rock 8-In Limerock or Coquina LBR 100 12-In Stabilized Subgrade With LBR Value of 40 Compacted to 98% Max Dry Density Mod Proctor . •.'Fi. n' Y' �A n' ASPHALT PAVEMENT SECTION DETAIL NTS PAVING GRADING AND DRAINAGE NOTES — Asphalt pavement shall conform to applicable parts of section 300-339 as described in Florida D.O.T. standard specification for Road and Bridge Construction . — Limerock base construction shall conform to applicable parts of section 200-230 as described in Florida D.O.T. Standard Specification for Road and Bridge Construction . Base course shall be compacted to a density not less than 98% of the maximum density as determined by A.A.S.H.T.O. T-180 and have a minimum LBR of 100. Prime coat application rate at .10 Gal/SY density tests for base course greater than 8 inches in depth shall be take in 6—in lifts. — Compacted subgrade construction shall conform to applicable parts of section 120 , as described in Florida D.O.T. Standard Specification for Road and Bridge Construction compacted subgrade shall be compacted to 100 % maximum density as determined by A.A.S.H.T.O. T-99C . — Proctor tests for subgrade and base materials shall be supplied by the developer . Density tests shall be taken at a minumum of one per 500 square yards . The developer shall pay for all testing if the required density is achieved . Contractor shall be liable for all retests for any failures . Tests location shall be determined by the Engineer of Record . Base/Asphalt shall not commence until satisfactory density tests have been reviewed by the Engineer of Record. — All underground utilities situated in paved areas , included but not limited to ; sewer and water mains , gas mains , electrical distribution , telephone , etc. shall be completed and approved before any subgrade work commences . — Concrete for curbs , gutters , drainage inlets , sidewalls , etc. shall be class 1 in accordance with F.D.O.T. Standard Specification for Road and Bridge Construction section 345. — Pavement markings and signage shall conform to Florida D.O.T. Roadway and Traffic Design Standards , the Manual on Uniform Traffic Control Devices , with the Standards of the Agency having jurisdictions . — Radii refer to edge of pavement unless otherwise noted. — Materials and workmanship in county rights —of —way shall meet the requirements of the county. — No asphalt shall be placed in city , county or state rights —of —way until certified as—builts of the finished rock base have been submitted to and approved by proper agency. — Any Muck (A-8) materials found- in subgrade shall be removed and replaced with approved materials . — All berms and grassed areas will be seeded and mulched Slopes will be sodded . — Location of drainage structures shall govern and pipe lengths may have to be adjusted to accomplish construction as shown on plans. — If hardpan is enecuntered within retention area or swales , it shall be completely removed and replaced with granular material . — Erosion and sediment control ; contractor is responsible for providing erosion and sediment control using the latest FDOT standards baled hay , straw and siltation barriers will be installed where needed to prevent siltation of adjacent property public right—of—way wetlands and waterways . These measures will remain in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent properties. — Entrance traffic control , stop sign , stop bar and lane delineator shall be in accordance with M.U.T.C.D. specifications. — MES indicates mitered end section per FDOT index # 272. — All areas disturbedby construction shall be restored to pre —construction conditions or better. ABRAHAM CHABAB, Inc. FL. BOARD OF PROF. ENG. AUTH.#2679 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 ." NIN 0" OR 2A" ImLES IY. E^ MAX 3C1/Y' MIN PTH OF PMCUi 3"N% E" N 5' NIN 3" N S" NR% /N" PITCH OPTION& TYPE D ,IT OR BURR No . eARs leq �nra CONTRACTION JOINT IN CURB CONCRETE BUMPER GUARD R„ S" Y•I! 6••JOINL SEPL cmC Pnv T E%F N10 JOINT FILTER TYPE D NOTE: FOR USE ADJACENT TO CONCRETE OR FLEESIE PAVEMENT, CONCRETE SHOWN EXPANSION JOWT, PREFORMED JOINT FILLER AND JOINT SEAL ABE REEIMIED BETWEEN' CURBS AND CONCRETE PAVEMENT ONLY. SEE UNGRAM GENERAL NOTES 1. FOR CURB. GUTTER AND CURB AND GUTTER PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAX). CONTRACTION JOINTS ADJACENT TO CONCRETE PAVEId^NT AND FLAT CURVES ARE TO MATCH THE PAVEMENT JOINTS WITH WTERIEDIATE JODfTS NOT TO EXCEED 10• CENTERS. CURB, COTTER AND CURB AND GUTTER EXPANSION JOINTS SHALL BE IJICATED W ACCORDANCE WITH SECTION 620 OF THE STANDARD SPECIFICATIONS. 2. ENDS OF CURBS TYPES B AND D SHALL TFb NITION FROM YOU TO ZERO HEIGHTS W S FEET . CURB DETAIL NTS !7i THESE PLANS AND ALL PROPOSED WORK `�� P4+ ARE SUBJECT TO ANY CORRECTIONS ?ice 5 REQUIRED BY FIELD INSPECTORS THAT _ a F LL - 1AAYBr-.NECES,RCRYIN0RDERTO COMPLYWIM%L.&PPtICA_1` CODES, °p ....., LL AC CONTRACTING DESIGNED BY AC DRAWN BY AC GENERAL NOTES/ DATE Nv 20/16 DETAILS SHEET 5 OF 5 REVISIONS 4 4 u� - LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L 1 2110" OF /ST-18 L 2 31-V 8F /1T-18 L 3 41-0" SF 1T-10 L4 41$" 26 L'LO SFS /1T-18 LS S'4" 8F /11-18 L6 S110" OF /1T-IB L7 61-60 SF /1T-18 LS 7'$" to 11 ! 27 8FS /iT-18 L9 91-4" OF 1T-18 LID 10'4" BF /1T.18 L L3 11'4" OF STAB L 12 121-W OF /17-18 L13 13'4" SF /1T-10 L 14 14'-0" SF /1T-16 L IS 14'-8" OF /1T-10 L16 15'-4" SF /IT.18 L17 1714" 8F /IT-1B L 1S 19'-4" I 8F 1T-18 L 19 2V-4" SF /ITdB L 20 22'-0" OF /IT:IS 21 L 24'-0" OF III III • NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED WW Ii"OW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. F LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM R41 W4" BF /1T-18 RL-2 4'-6" OF /1T-IS RLa S'.8" 8F /1T-10 RL4 5'-10" BF /1T-10 R45 6'-8" w AT-10 24.5 84 1462 I BE* /1T-18 RL-7 I I SF /IT-10 BACKa b WALL SIDE WALL ORAB BARS AT WATER CLOSETS • RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LACK. • LAVATORY AND SINK CONTROLS TO BE LEVER TYPE. • DOORS SHALL HAVE SIGNS INDICATING ADA ACCESSIBLE RESTROOM. I Grab Bar LAVATORY CLEARANCE ACCESSIBLE RESTROOM DETAILS NTS a DOOR AND WINDOW BUCK FASTENING 1 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-'/a" 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 BEYOND THE INTERIOR FACE OF FRAME PER 2 '14 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCT REVIEW PRODUCT A OPENING DESIGN PRODUCT MANUFACTURER MODEL# AP VA GLASS PRESSURES(WORST DESIGN ATTACHMENT METHOD CASE) PRESSURES L# TYPE DOOR ZONE 4 -S1 -50 PLASTPRO GLAZED FL# IMPACT f TAPCONS @ 11-W O.C-, 2" MIN. CLEARANCE TO MASONRY FIBERGLASS 17194.24 EDGE, 4" MIN. CLEARANCE TO ADIACENT ANCHOR, 1-1/4- WINDOW WINDOW ZONE 4-51 -90 PGT INDUSTRIES PIN-520VINYL MINE EMBEDMENTAND MIN. EMBEDMENT AND 2- EWE DISTANCE A .61 NSA# IMPACT " IN. .13 DIST ROOF ZONE 1-40.6 ZONE 2-57.4 N/A OWENS CORNING OAKRIDGE NOA# N/A 46) 3/8" DNA. ROOFING NAIL PER SHINGLE ZONE 3 -107.9 ASPHALT 15.1102.03 THE SEAL R DUCTS HEREON PROVIDEDO SHINGLES r O INDICATE OUR REVIEW AND APPROVAL FOR USE11 OF PRODUCTS USSEB•f0R_THIS STRur'Tuac ruc n�.K,....^,...... _...."ems N ACH MARE CER ICA AND IMPUES NO WARRA Rl BY T NUFACTUR NCH c rrc n, "".� �.-. _ ♦ �4 _ JI-_ _. E LE V 1-17 0-k_yl. IRON-- ELF'VATION STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM•FRt R 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FRIER STRESS VALUE. 2. CONCRETE TO BE 300D P.S.I. MIN. FOR SEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2S00 P.S.I. MIN. 9. REINFORCING STEEL SHALL BE GRADE 60 OR SETTER WITH 3W 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 UFTS NOT TO WaED 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 FORTES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES - a. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE UNYEL SCHEDULE FOR ADDITIONAL INFORMATION. S. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. 'NOTE: ALL SIMPSON STRONG Tit PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM 2 -MAX COATING OR BETTER. A,e A6hT I.Acv Certification for Design ioad Compliance 1. DESIGN CODE: Florida 9+U1LjT'1, f�_._ code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design Is: X EncIOsed_Partially Enclosed_Open Building 3. Risk Category:,) S II _III _IV Exposure Category: _B YC _. D Adjustment coefficient- 4. Design Wind Velocity �_�mph _ ASD _ LRFD End Zone Width eft. S. Mean Roof Height: «ft. Roof Pitch; J 12 Parapet_ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ '30' MRH(worst case)) Zone 1: - 46,kone 2: -.fl NN Zone 3: -I01,1 Zone 4 - ?I Zone 5: 4�,LGarage:�� 7. Design Loads: Floor: M PSF Roof/Dead:_LZPSF Roof /Uve7CDPSF Balcony: _PSF Dock: _PSF Deck: _PSF Stairs: _PSF Fence: _PSF Railing: _PSF 8. Were Shear Walls Considered for Structure? 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 No (based upon section 1803.2 exception) RBCEIVFD Aih 9 "17 Permitting Department St, Lucie County 241 DR `i9 hICT1 , O 811 22 $1I b1tLp 7�ADS� t_ i I —1R d 36"M, GcutilTl=iz _ Maa 'fPwWF-�• 1>fhT, 35.5' ♦. L1 L11 ur �- I;STIMATING N ;T lift"411 �n sew e-otl N-rem 1 A 4 lC AREA LT eL^ TekN�+-"I -. :FTI GC O FFICE �N I1L�n 4tl II'"411 •Jill V 1 s �El 24 lido V A4 L I -- �'�j1 - Ia'•'Jj1 — 241-D11 l 4V r � 3'!eB � r grace e-fw-1 x I p e ( _r THESE PLAiV;S AND ALL, P OPOSE-0 NJOPK ARE SUBJECT TO ANY CO IRECTICIJS ` REQUIRED BY FIELD INSPECTORS TIIA7--- MAY BE NECESSARY IN QRDiP TO --__ . f �� i��• -: � �D COMPLY WITH ALL APPLICAIXE CODES. RECEIVED AV 2 4 2017 Parr" leg Department St.. L airfe County .D DRIVE- S! TE F "A N ©TlHCtC.S ,� 30117 PIBCMI T Low a l } yP r7 R^av ts� cJzzr(�� '1-�Ptf6Dl�L1 4\ Q w v $ U U c�v Mv 0 � w U� •� z O O U� d x p U H L H - Q ov � a c aw R'%-�--' 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 1 OR CLASS 11 MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 CLASS 1, 0,45 WATTS/CM2 OR GREATER CLASS 11, 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 TABLE 2608.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION MATERIAL' STANDARD Accessories for ypsum board _ ASTM C 1047 Adhesives for fawning gypsum wallboard _ _ ASTM C 557 Exterior soffit boartl ASTM C 931 Fiber -reinforced = asamp:tnels^`ASTM _ C 1278 Glass mat gypsum backinyv..Linct ASTM C 1178 J_ Glass mat gyps mr substrate ASTM C_ 1177 Gypsum backing board and gypsum shaftliner board ASTM C 442 - Gypsum ceilin = 6otard ASTM C 1395 _ Gypsum sheathing ` ASTM C 79 G sam wallboard C 36�� - - Joint cone Quad^- _ASTM ASTM C 474; C 475 Nails for gypsum boards •�_.,`__ ASTM C 514, F 547, F 1667 . Predecorati p,}w„psum board ASTM C 960 _- Steel screws ASTM C 954; C 1002 _ Steel studs, load bearinjLy ASTM C 955 Steel studs, nonload Ocarina ASTM C 645 Standard s pecificalion for ly.Rsnn board ASTM C 1396 Testing gypsum and gypsum products ASTM C 22; C 472; C 473 Water-resistant gypsum bucicilig board ASTM C 630 MATERIAL STANDARD GA-216z ASTM C 840 G sum sheathing_ _ ASTM C 1280 G _l sum veneer base ASTM C 844 Interior lathing and fiurrin_._-.___..__. LSteel framing for gypsum buartis ASTM C 841 ASTM,C 754; C 1007 P•- 6 "(P ?3 AA k ? ROOF SHEATHING NAILING ZONE INFO. ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O,C PERIMETER & 6" O.C. FIELD, ZONE P2 V X LENGTH W/8d RING SHANK @ 4" O.C'PERIMETER & 6" O.C. FIELD, ZONE P3 5' X S' @ HIP AND S' X, LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 19/32" COX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT.SHALL.BE PEEL& STICK OR 30# FELT.COMPLY.ING W/ ASTM.D226, y 4b1 00 _- 0 ���1111f HIIN1111111� 0 l4,G-e e4x0j Fo1Z l� j?n0F AAT¢ LLG C>t C- 2X4 C"telt> GtCGs, t5/a X 35/e>" ZS6A MG?AL 6Tue4 e 14" 0,�, HO«-: �26JlQE NC>J-AFiSeegr°-ram 1 f�/NGift T-o I/�1, Ixl�i vt ALL. rryCr k i 5�8 e Mp0.>5 Co 17 µ o ter f'(FF� ' 1 10 1 1 1 1 I 1 1 , 1 1 1 1 1 P 1 I 1 1 1 1 ' — w� _ 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 13) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS W MIN. 1/4 max 114 TO 112 °s r i - _ (c) (d) _ Changes in Level Changes h Leve1 THRESHOLD ON ACCESSIBLE ROUTE A A 1Z DV E IZ ,O0, F�-C- -U-N 0512tk(MI;RT ©N 51eCDX -rLYk)'V, 54T`6,- ATTACK FP: 2C W/IILI4lG �Ot�E A IlD [)LU4S6y8 24" �z ttA M ._ -SSE Mf'R%,6-HJF:7 krb6 ETAL ANtNOR 5MA.P Cot FA- TRUSS---; TE-055 , -F ;LASS3a LASS -5ATF INSVLATICAt BTUCC 7 'Sn Qh! FL1615ED o°. �.�_ d• CAY- Irk Cau 7'1GAL --LATI+- _ W Vo11 -r11E 0 0"A,F,r, c1�1 G7q VENT — -�rYP I c A 0-t Cc UKS E $ON V 5E A M-- W/ _ y 30 �26 19 I 19 36 915 485 485 915 Fig 45 ,1 pi, r'oIt f-)T`Z Txf Minimum Clearances for Seating and Tables -fir) " H 1 '{.1+3 (s-- ='4 W�.. f f-P41 5 H �r=&'C0 aC. 5LK . MNNFI' 170P CruFnTTT F USS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT(S) UPLIFI'(OROUPED, CONNECI'OR(S) UPLWrDESIGN WORST CASE) EACH 892# (1)HETA20 1810# 10-10d R EACH 2306# (2) HETA 20 2500# 10-10d KING ACK (KJ) Is"BRG 743# (1) HETA 20 1810# 10-1ed 2" BRG 591# (1)MTS 16 1000# 14-10d P JACKS I° BRG 1570 (1) IOTA 20 1810# 14-1ed en BRG NAILED PER TRUSS COMPANY .ONTRACTOR TO PROVIDE MANUF �5. CO-WT,. �_ �t�LI3p CouRS� �z1L-CIPtTTE.L_._c,b 1 t�7s�_ Iwc's G r'L�QIYj e Z4"o �r AT LA 14 C"V'tN 5`PLIWC© 1,�ATE;i'. P�oo'�IFJCc CCo�eke'CE,. h�Alk-E- 8�'�oFtE- �IJC.IG IIaSC•�ti''T-IpIJ C"C'YP". off= IC�L.L.4r StU�S) �MN'DOW. "LA 5HI NC DETAI L 1/42 if `i --�..(halt�,l.�trst{CI�iESH COt+IGR�TC Sldb ON f, MILT VAPQR 5ARRIl I / Dvwk KI CL L _ COMI�ACTED�25aoPls,FIMtN,�/CLE:,0.1�, T-TEAM1TF, TR E&TIEP ML . TYPdCAL - FOOTIW(S IS'Ix l$W MONOLITHIc CONC, E L%oE r ..5 TOP � 2 045 .FSO..T,_..CCNTIN000S THES2 PLANS AND ALL PROPOSED Vojo , ARE SUBJECT TO ANY CCF:taEC T iCNS R_QUIRcJ BY FIELD INSPECTORS TIiAT FAX( BE NECESSARY IN OfiDZR TO C014PL'Y WiTLI ALL APPI CABLE COKES. -�tFJ L-CCIMP:4c.rE1z_ - -- t G�� 1*5 Top >: 4dI?.P1S. �Mihi� j_ ^1 *S WTI CONITIA(j0GS ul ^y °zi I ACTURERS SHOP DRAWINGS AND ENGINEERING FOR REVIEW AND - - t VIL-� t� ' `� UJ n' u � n u PRIOR TO PLACEMENTOF STRAPS AND POURING BEAM. _ -1. 2 4t a u OC: w j - L--I�JALL�EGTICJW_ °r-OUND-f1%]'OrICDA 4--l"LLN• %V'b I"I fI &LWL t r 'T/2Z%I% P.eitsep '91;o lfs dr✓lseP4 vmlv81G 0 efA or 1 w 1 SHEET 2, OF TW0 _rIbN"C rT1 L P, 6 caltzAr Ii-) Sr-E 7ALAS 6c}CDuus ..RP 5CAI%1 N LAC li eov pIs c L 0 h- p ilzus� s-.� 24"s MAX , rJ�vpiat t1'12 �1�"-01,1-5 A�iCI� !�-C�IAl1ot%lCs �ICLP �PCo% IrA1 CTA c Cal CAL) td-&"&YRp, r7Q. lwTt_'XmF_t,/A.,rr ro,-�-D vr" f" $Loer_g W/ 1 T#S" }$A� 1S-11aCi� 9n= L CoutzsOe ioI-v" ov4P, Pp,. ==11Crtr; VOV41331.5 LN CONC., C-ILLSti MOCK GlFLL A CoRNerAS/ EAC4 S(l.79 - G6 U 1Z,:- 1 t4A N VC09, .T_ CA _lpIw ISW Ohl 15I, DE �I flf11�"ylWll � r n��wr�wy „r•,. ��yF �L•1vuGi. u11. � � ,.. ....►' . ;t � 1 t. _b 13 PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN I# TYPE CASE) PRESSURES GARAGE ZONE 4-51 -25.8 WAYNE-DALTON DS-350 ROUND FL# N/A 3/8" X 5" WEDGE ANCHORS IN EVERY HOLE OF MOUNTING ZONE 5-61.2 COMMERCIAL 2421.2 RAIL ROLL -UP DOOR ZONE 4-51 -80 1ELD-WEN CONTOUR55TEEL FW IMPACT 3/16"TAPCONS0112"WITH 1-1/4" MIN. EMBEDMENT, 6" ZONE 5.61.2 11136.2 FROM CORNER AND 2-1/2" MIN. EDGE DISTANCE ROOF ZONE 2.40.6 N/A OWE CORNING OAKR E NOA# N/A ( 3/8" DUL ROOFING NAI PER SHINGLE 20NE2-57.4 ASPHALT 15-1202.03 THfS �1 20NE3-307.9 HFRF/1N IC=,,iOFIInw, SHIN --IL15LL Cog _=N IT I ASED ENTIRELY UPON PROVIDED BYT y,� u" cV rVtlPACT" 'QIER, WHICH JARANTEE BY THIS OFFICE FOR THESE PRODUCTS. UNTEL NO. LENGTH im SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUFT LOAD COMPOSITE BEAM L1 Yio" 8F /ST-18 L2 31-V 8F /iT-38 L3 4'-0" 81: 1T•18 L4 4'-6" OF /1T-18 L 5 1 5'•4" SF /ST-IB L6 5110" SF ST-16 L7 61-6" 8F /IT-18 L8 11-6" 8F /ST-18 L3 W-4" 8F /IT-IB LID 101-6" 8F IT-18 L 11 11'4" 8F /1T-18 L 12 12'4" 8F /1T-18 L 13 13'.4" SF /IT-SB L14 141•0" 8F JIT-10 LIS 14'-W 8F /1T-18 1,26 IV4" T25O 41,iO3¢ 8F Ito /ST-18 L17 1714" RF /1T-1B LIS 19'4w SF /1T-10 LIS 211-4" SF /1T-IB L 20 221-0" 8F AT-18 L21 24'-0" 8F /1T-IB UNTEL NO. LENGTH _F s )•iFl/(VFIY 4L0 APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 41-4" tE3L} I d O5* 17 2 4'-6" 8F /1T-18 R1.4 5'-8" 8F /IT•16 RLJ 51•10" BF /1T•10 •5 6'•8" ' a 8F /1T•18 SF /iT-SB RL•7, 9'$" OF /3T-1B 4r NOfES:_ALL LOADS ARE IF POUNDS PER LINEAL FOOT. .,.. tE STRUCTURAL NOTd FOR ADDITIONAL INFORMATION. R fESR--:_r—bRC ._S.LAPs ON 7L ..CCsNC. M?-_ - -5 LziO'r CANT. I fL Ile 1 1 Q II I CONNECTOR SCHEDULE TRUSS ID BEARING POINTS) TRUSS ACTUAL UPLIFT (GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNECTOR(S) UPLIFT DESIGN FASTENERS A EACH 892# (1) HETA 20 1810# 10-10d GR EACH 23064 (2) HETA 20 2500# 10-10d KING JACK (KJ) 1ST BRG 743# (1) BETA 20 1810# 10-10d 2ND BRG 591# (1) MTS 16 10009 14-10d HIP JACKS (HJ) 11T BRG 157# (1) BETA 20 1810# 14-10d 2'"D BRG I NAILED PER TRUSS COMPANY U ViN I NA%_ I ULt I U rLcv V IULs 1VIA_N UI At:1 u Kt" StIUY 0KA W LNUS AND ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. —=N_Jl- 1 l Il LPL= l—_ L T A lWIfr- 3-en6, mmalp"mtr iLRSS Gy)�t ? �ev1 SYPQ 917 �l � AA O w1 O, V M C) v a o� Lt, U Q a