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Home My WebLink AboutFLOOR PLANUNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'10" 8F /1T-I0 L 2 31.6" BF AT -IS L3 4-W RF ST-10 1.4 4'$" 21 tOl 8FS JIT-10 LS S14M RF /17-1B L6 5110" SF /1T-18 L7 6-6" BF /1T•10 LS 7'$" rOrl ai 8FS /1T-18 L 9 91-4" 6F /ST 1B L 10 101-6" 8F /1T-18 L11 1114" SF /1T-16 L 22 12'4" 8F /ST48 LIS 13'-4" 8F /ST-IB L14 24'-V 8F /1T-16 LIS 14'-8" 8F /lT-10 L16 151-4" SF /1T-1B L 17 171d" 8F /IT•16 LIS 19,4" BF /1T.1R L 19 2V-4" 8F /1T-18 L20 2Y-0" aF 1T-16 L21 24'-V 8F /1T-18 NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED SOAP SHOW WORST CASE FOR UNTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM F LA 4'4" 8F ST-10 RL•2 41$" 8F /1T•IB RL-3 Sw RF /1T•18 RL-4 5'-10" 8F /1T-18 RL-S 6'•8" 8F. /1T-18 RL•6 T$" 2459 82ii14fP2 SFI4/1T-10 RL-7 9'$" 8F /1T-18 a) M BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS RESTROOM DOORS TO BE EQUIPPED WITH LEVER HANDLE AND PRIVACY LOCK LAVATORY AND SMK CONTROLS TOBE LEVER TYPE. DOORS SHALL 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--V4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 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 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVA GLASS ATTACHMENTMETHOD PRESSURES (WORST DESIGN L# TYPE CASE) PRESSURES DOOR ZONE 4-51 50 PIASTPRO GLAZED FL# IMPACT W TAPCONS IS 21-W O.C, Z" MIN. CLEARANCE TO MASONRY FIBERGLASS 17184.Z4 EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR, 1-1/4" DOUBLE DOOR MIN. EMBEDMENT AND Z" EDGE DISTANCE WINDOW ZONE4-51 80 PGT INDUSTRIES PW-520VINY1L NOA# IMPACT 3/16"ULTRACONS@1-3/8" MIN. EMBEOMENTAND SS"MIN. ZONE 5-61.2 IS-0612.13 DISTANCE TO EDGE ROOF ZONE 1.40.6 129.25 JA TAYLOR 5 V CRIMP FL# N/A 9 X 15 @ 12" O.C. WITH SEALING WASHERS, PERIMETER ZONE 2 -57A ROOFING 17443.1 FASTENING @ 6" O.C., MAIN FIELD FASTENING @ 12" O.C., ZONE 3-107.9 T NEL RAGE ROOF 67.5 TRI-BUILT TRI•BUIL7 SELF -ADHERING, GLAAT REINFORCED, FILM-SURFA ED, MATERIALS GROUP UNDERIAYMENTS 16048.1 SBS MODIFIED BITUMEN ROOF UNDERLAYMENT THE SEAL HEREON IS PR IDED ONLY TO INDICATE R REVIEW AND APPROVAL FO USE OF PRODUCTS UST I URE. 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. 6 LIFT 1/*11.r 11-0" OYIMM" imTillofWr I I\ H -- I. _ .i_ _ . E L V1__lT-al-_0-N.-_ i141t_ tI"oic STRUCr JRAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR If 2 GRAPE OR BETTER WITH 1000 P.S.I. MIN. FIBER SUESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO ZSOD P.S.I. MIN. S. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1/2" COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST/ PRESTRESSED CONCRETE UNTELS TO HAVE 6" MINIMUM BEARING. SEE UNTEL 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. AW wl taC. v` Certification for Design load Comn_ I_Ia_ n__c_e1. DESIGN CODE: Florida $1I1L91 Wo 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: _8 XC _ D Adjustment coefficient- 4. Design Wind Velocity 0 m ASD _ LRfD End Zone Width Ar ft. S. Mean Roof Height: I-ft. Roof Pitch; 12 Parapet_ft, 6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ SI ' MRH(worst case)) Zone 1: - 46,hone 2:17 N Zone 3: - I*4J- 7 Zone 4 - sf Zone 5:-6hLGarage:.!LX 7. Design Loads: Floor: 75- PSF Roof/Oead:e 7PSF Roof/Live7OPSF 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 -,K No (based upon Section 1803.2 exception) 241 0 4 3fs` I II. Go UJ.tTl ll: E571MATING 11 ' 6V J d, Li pilZc K CALaNT- O 6 R- EE-EPTiOM 3Gpli c,OUNTIa 1L 1 XTJ 0 ORY, ARE/ 26 THESE CLANS AND A,LL PROPOSED WOI; ARE SUBJECT TO ANY COLWCTIONS REQUIRED aY FIELD INSPECTORS TK4T BC?. NEB*tARY IN ORDE TO i CO"rIPIVifH LAPa'LICA'14CO©ES; Ft"(I; C I L. t• • k Teanroa-I OFFICE 71 24 ro% v 2 1XrP to F L O S 1. - Sao-,A_9Sr __r-r-E.L_-___..- - SCANNED Bt d- S g1 e P4 i7 f7iliVt;- r aT' j+I:Pzs ST. LUCIE COUNT FIRE FIRE MA S FFICF REVIEWED ND PPROy REVIEWED Y: tt ATE: y i Ls wk 11 1A cnP03- o41S6 4" < 0G- ri co ST. LUCIE COUNTY PLAN REVIEWA DATE: 4 MECH: F) ATE: Ir=j0/ 1 / eM 1 r 5'Z2 li QPJ l5 .v V,51 t'i11` ELJ i MichEW J Seal 3 I a a I U M a IUD O c z 0 F o w O a U d3 a taaC3. I I I, I 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 OI), GREATER CLASS II , 0.22 WATTS/CM2 OR GREATER GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO THE APPROPRIATE STANDARD LISTED BELOW. TABLE 2506.2 'FABLE 2508.1 GYPSUM BOARD MATERIALS AND ACCESSORIES INSTALLATION OF GYPSUM CONSTRUCTION T_ MATERIAL• STANDARD Aceassories for psum board ASTM C 1047 _ ASTM C 557Adhesivesforfastoninggypsum wallboard _-- Exterior soffit board_— ASTM C 931 Fiber-reinforeed_gySixum tenets_ ASTM C 1278` Glass mat sum bacLii ianel ASTM C 1 178 Glass mat gypsum substrate ASTM C 1 177 Gypsuni backing board and gypsum shaftliner board ASTM C 442 G sum ceilin' board _ ASTM C 1395 Gypsum sheathing ASTM C 79 G sum wallboard ASTM C 36__ Joao rcinforcing_rtpe and crnnpound ASTM C 474; C 475 Nails for gypsum boards ASTM C 514, F 547, F L667_ Predecomled gypsum board_-_ C 960 Steel screws —_ _ Steel studs, load beariM_ __ ' ASTM _ ASTM C 954; C_1002 ASTM C 955 Steel studs, nonload bet Lm'a_ ASTM C 645 Standardsl!ac'iceuionfor+•ypsUln board AHMC1396 Testing gypsum and gypsutn products ASTMASTM C 22; C 472; C 473 Watet--resistant sum baokiligboard ASTM C', 630 __ STANDARDMATERIAL_ G sum board GA=216; ASTM C 840 py um shcathinv _ ASTM C 1280 Gyesunt veneer• base ASTM C 844 Interior 1athil and furrir___-.____._ Steel flaming fm gypum boards _ AST' M-C 841 ASTM, C 754; C J007 h_ 114 p— Z i 2 Q, f z Rtt7f J',Z e 7z ROOF_ SHEATHIGNG NAILING ZONE INFO. e' 3 Htz ZONE P1 REMAINING AREA W/8d RING SHANK @ 16" O.0 PERIMETER & 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 5' @ HIP AND 5' X, LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O,C PERIMETER & 4" O.C. FIELD . NOTES: ; 19/ 32" CDX PLYWOOD SHEATHING 25' — 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT.SHALLBE PEEL& STICK OR 30# FELT COMPLYING W/ ASTM.D226, C ZAtoc e rt. L tvcA.era f.a j'1 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. D:" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 9b" MIN. la/ 114 2O 32 W ( tl) l - Changes in Lrvel Charges h Loyal 151S Y, 36/e," Z,S' Ga. Mfo.T'AL htU pS(-) - 4" o' a , e Z I"( THRESHOLD ON ACCESSIBLE ROUTE V. LO ycu®S r( O['-: WCL4J\S?E NCr.1—AF>See.2•s',N 1 1% lNhk 7"0 4`H fas G iT1`a yekgw5 @ Izo1r-r1'r t- 5;-V•Cr?UMPMETAL 13;00—FANG OVE(C 5 alp C, rgtxo 5 ` ? "fc UtND EtitA+(IN N'C ON Slet:pX LL Ykr'.D" 5RT`6,- ATTAct4 p'r-pr l%34ILIs4-& tE a77 CilTA M- tan F-7ALANeWoft STZA-F -@ EA, Sc em TIZ-uS5 AFf' FAG 5CREP. YPt aL P Z"`T'Ic t. SEGYto J t TS 1 11 1 p I I 1 1 I 1 1 i t I Q1 Q 1I1 , p 1I11II 30 i 0 16 _ f4D.. 4 = 1 Cb: sS 5ATT INSULATION Vol 40 LA`!- t lit Cou 'IGdL TI- L6"t11f,P, c a.t:rvts 6 13vNb BE A I fi_-lv/_= L 7 CotsR56 _ t Wrr L _cczL.cK s iNGS _ C. f FTC. - ALA-4_LLS C 5J T. STLrCcn pc t N R186ED T^' t CATFF" Lwf fL1,dn JSct>zG]t1 1lENT rYP I C A L) Fg45 ,. I-k. Minimum Clearances fw -U ating and Tables '1 °1 H 1 511) CCO fCN_L5H ff zv Ie• BLte . TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOR(S) FASTENERS POINT( S) UPLIFT (GROUPED, CONNECrOR(S) UPLIFT DESIGN RSTCASE) A EACH i 1)HETA20 I810# 10-10d GR EACH 6# HETA 20 2500# 10-10d KING Is BRG 743# JACK ( KJ) 1)MA20 1810# 10•i0d 2ND BRG 591# 1)MTS 16 10004 14-10d IIIP JACKS I" ERG 157# I) I-IET'A 20 1810# 14-10d HJ) 2ND ERG NAILED PER TRUSS COMPANY CONTRACTOR TO PROVIDE MANUFACTU bw & KadE C t-we--wf C'*5 TOP s bon COk1T_I_Nt3OGS CA lIL V'tl.a 5rAw10 µG• tC. traSC'•p•C.G/+'C-tOh' CTM OF a.L`-Ar sIhES) yQIN DOW. FLA-5HINC D TA1 I___ MAt50NR.` i ILI 4"( Mit4-)- f t6EKML 5H CONC KGTE SLAM ON f. MfL,VAP011kWRI tIR/OVFR WRLL COMi ACT9P (26d0 F S. F, MIN,)/ CLEA N r- EArE TKEkTeP FILL. Trt% 6CuAL F0OTIW6 ; 10 At$ 110WOLiTHIG-Ctjlu0, SAGE R3P 21 5_54T,-CONTINUOUS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT ItAY 6[ NECES1,?ARY Ii I RDE(t TO COMPL' 1 RH-"k L''.P'LICA!'-l0DEC, RERS SHOP DRAWINGS AND ENGINEERMG FOR REVIEW AND N1 l M M I TE `,J 11I II V" LOVALPRIORTOPLACEMENTOFSTRAPSANDPOURINGBEAM. _ .,.1. _ 2 4t 0 11 sIto ofrnUNDATIONPLANYV4"^ 1t 0„ IL NAEL J. S f2q Michael J Seal r' o v, a g g U U N M O o AU V o w w Up dV` Q a y.ATJI, NOTE: p 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. X" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS X" MIN. a\P ROOF SHEATHING NAILING ZONE INFO. ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD - ZONE P3 5' X 5' @ HIP AND Y X LENGTH @ GABLE ENf""' 4^ ornir. cHnNX 04" O.0 PERIMETER & 4" O.C. FIELD. 19/3 CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVI UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# BUILDING INFORMATION: 2014 FLORIDA BUILDING CODE BUILDING AREA: OFFICE 1152 S.F. WAREHOUSE 2160 S.F. GROUP: B- BUSINESS 2 STORAGE OCCUPANT LOAD PER TABLE 1004.1.2 OFFICE it 5t1 / 100 = 12 STORAGE 2f &0 / 500 = 5 TOTAL OCCUPANT LOAD rt CONSTRUCTION TYPE: TYPE V B ALLOWABLE AREA PER TABLE 503: 9000 S.F. BUILDING IS NON-SPRINKLERED n REQUIRED NUMBER OF PLUMBING FIXTURES 2UNI-SEX _ @ I11- L Ow ROPVIDEDNUMBEROFPLUMBINGFIXTURESLURES ( tyI_1 ow Bwc t-SE vlas s` REQUIRED EXIT WIDTH 36" 1 PROVIDED EXIT WIDTH PROVIDED 72" REQUIRED NUMBER OF EXITS 1 PROVIDED NUMBER OF EXITS 1 REQUIRED ADA CORRIDOR WIDTH 42" PROVIDED ADA CORRIDOR WIDTH 48" 4 TRAVEL DISTANCE ALLOWED 200' TRAVEL DISTANCE PROVIDED SHEA.TkiuLa .i zx cL.v, aolsts --- 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 '/4" 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 1... TTT DING CODE WITH 40 M I`TAL_ eaoF11J5c- c bT\1C-Co -- 2Y, raL.n G fa rj/611 p+Y'u,Lp L4 CLG, iHillD2L 'LX 4' TOTe i c.aa.TE. - — ---- _ ill 1(2 Pt'Yv lo-L,L ZwA 6T'a V 15 & I I,` 0'a I WON ABS G$AtO }tiN1S l} j/I - p,T ZY-A 8oTrarA PL A-I—r- \ 6 O l..Y/"T I ON SASE AS FJ E%L6GTFi0 ' ETLiraTil:,7(, CCrNGR,ETfs " c 1/4.p I Co 1J ro STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR R 2 GRADE OR BETTER WITH 1000 P•S.1. MIN. FIBER STRESS VALUE. 2- CONCRETE TO BE 30DO P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 25W P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN• LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2- COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED& SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 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. Certification for Desien load Compliance 1. DESIGN CODE: Florida bUfL©(b4(m code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: Y Enclosed, Partially Enclosed Open Building 3, Risk Category: AI II III _IV Exposure Category: _BC D Adjustment coefficient 4. Design Wind Velocity (4 mph 4 ASO — LRFD End Zone Width eft, S. Mean Roof Height: ?eft. Roof Pitch: _f:12 Parapet ft, 6, Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3171 ' MRH(worst case)) Zone 1:- A= 2: 4 Zone 3: - L Zone 4 -YJI0 Zone 5:-O EGarage: Z $ 7. Design Loads: Floor. ?hr PSF Roof/Dead. 11PSF Roof /live 3OPSF 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 X No (based upon section 1803.2 exception) F LOO 9 ?(Jlktt, LV-caOLUA R. F1z5T- . a ND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Xi AAY Br NECES1ARYIN QRDEP TO : C0-'XYWITH xC6i>"'LI6 CODES;" I 1/4.p I Co 1J ro STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM -FIR R 2 GRADE OR BETTER WITH 1000 P•S.1. MIN. FIBER STRESS VALUE. 2- CONCRETE TO BE 30DO P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 25W P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN• LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1-1/2- COLUMNS 1-1/2- S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED& SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 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. Certification for Desien load Compliance 1. DESIGN CODE: Florida bUfL©(b4(m code 2014 Edition w/20_ supplements using ASCE 7-10 2. Structure Design is: Y Enclosed, Partially Enclosed Open Building 3, Risk Category: AI II III _IV Exposure Category: _BC D Adjustment coefficient 4. Design Wind Velocity (4 mph 4 ASO — LRFD End Zone Width eft, S. Mean Roof Height: ?eft. Roof Pitch: _f:12 Parapet ft, 6, Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 3171 ' MRH(worst case)) Zone 1:- A= 2: 4 Zone 3: - L Zone 4 -YJI0 Zone 5:-O EGarage: Z $ 7. Design Loads: Floor. ?hr PSF Roof/Dead. 11PSF Roof /live 3OPSF 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 X No (based upon section 1803.2 exception) F LOO 9 ?(Jlktt, LV-caOLUA R. F1z5T- . a ND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Xi AAY Br NECES1ARYIN QRDEP TO : C0-'XYWITH xC6i>"'LI6 CODES;" I o a v 1 Q w y U CI CI w IU 0 zz O O F IV P O I U H H 3 h i 7PP.- wjX, 5L Pp Ow Co- T a NAAPDIli $ARA- (SR 11111111l4AId ME TRUSS' W5- DUL9 9P 5CAM t- kcH . Cav a s s 11 0 I rsD TIQUSSI S @. 24 sr _ .EVE AX, 5r4DP vaAw114_Co9 V- CXTMP 1v(STA,L .Roo F1NG 0vak Pv-(-- 0- 9' lct XNAZEw3_A`t+wjw!r--o 5 M41dabLI- A7T= 4; R{ P isVCeret _- STiucCa apt C iL) PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCE MANUFACTURER MODEL# APPROVA GLASS ATTACHMENT METHOD PRESSURES ( WORST DESIGN L# TYPE CASE) PRESSURES GARAGE ZONE 4 -51 25.8 WAYNE-DALTON DS-350 ROUND FL# N/A 3/8" X V WEDGE ANCHORS IN EVERY HOLE OF MOUNTING ZONE 5.61.2 COMMERCIAL 1421.2 RAIL ROLL - UP DOOR ZONE 4 -51 80 JELD-WEN CONTOURS STEEL FL# IMPACT 3/16" TAPCONS @ 1r WITH 1-1/4" MIN. EMBEDMENT, 6" ZONE 5 -61.2 11136.2 FROM CORNER AND 2-1/2" MIN. EDGE DISTANCE ROOF ZONE 140.6 129.25 JA TAYLOR 5 V CRIMP FL# N/A 9 X 15 @ 12" O.C. WITH SEALING WASHERS ZONE 2 -57.4 ROOFING 17443.1 ONE 3 -107.9 11 ROOF N '- 67.5 TRI-BUILT TRI-BUILT FL# SELF -ADHERING, GLASS -MAT REINFORCED, FILMSURFACED, MATERIALSGROUP UNDERUIYMENTS 16048.1 SBS MODIFIED BITUMEN ROOF UNDERLAYMENT ntbtl LNtRtUNnYRUVIUtUUNLI I UINOR.AIt UUR REVIEW AND APPROVAL FORU5E OF PRODUCTSLISTED FOR THIS STF 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 PRODUCES. s 1 h1TtFt M Lo v/ A r B. F6NIP T •" RL, K AGtLoe' W/ I#S' L COUIZ503S jo o" OVRP1 PR C rt"i+ CJAV+(G L. 5 I I14 CONIC., i= t L. L 1 V btOCK CtFLL A CcANeR,S/ I:AICI4 Styg 1= A f_ it D P-PtiI F7 r, kT _ . - - M-"4 -.. UI SL C(SUCCS5r,%iAN 1Z TT1 . 1=_.l I8Jf5F( ON all t01YG, SLOC'st _ I `` 5`" '1 T — I • Y MDIVOL1CIiiC.. CQN1, I fi, Yplc _- k F MtmLsgum LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM LS 2'10" 8F /1T-18 L2 314, 8F /ST-18 L3 4'-0" 8F 1T-18 L4 W40 BF JIT-19 L 5 5'4" SF /1T-18 L6 5110" 8F /IT-18 L7 6'-w 8F /1T-10 18 714" SF /IT-1B L9 914" SF /IT-iB L IO 10'•6" SF IT-18 Lit IV4" SF /1T-18 L12 121-V 8F /iT-1B L 13 13'4" SF /IT-18 L 14 141-0" 8F /1T-18 L IS 14'-8" 8F /IT-18 L16 15114" IZ50 4F 10?4 BFIOo/IT-18 L17 IV4" 8F /1T-IB LIS I9'4" 8F /ST•LB L19 21'4" 8F /3T-3B L20 22'-V 8F /iT-18 421 24'-V Sf /1T-18 ugmupxkw LINTEL NO, LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL- I 4'4" 1831. 10 77 RD 4L 1T RL- 2 4'-6" SF /1T-38 RL- 3 5'-8" 8F /IT•SB RL4 51•10" BF /IT-18 RL• 5 b'.8" 8F /1T-18 R48 T•6" 8F /1T•18 Rb7 S'.S" BF /1T.18 NOTES: ALLLOADSAREIN POUNDS PER LINEAL FOOT. APPLIED loOM$ SHPIN WORST CASE FOR LINTEL S17# SEE STRUCTURAL NOTE6 FOR ADDITIONAL INFORMATION. fo' 71f; T 1'T35EK fE kt:= i51G_SLA16 ON TL'' LLWMPA•L-TED(tSbOr ,4,,F,2"11N'51 L_ no')NCs y F-1 3S P--1'a I toL rrl 7_G CCSI fe, CON T. i w o 7 Q- 0 oR CONNECTOR SCHEDULE TRUSS ID BEARING POINT( S) TRUSS ACTUAL UPLIFT ( GRooPED, WORST CASE) SMTSON CONNECTOR( S) CONNECTOR( S) UPLIFT DESIGN FASTENERS A EACH 892# 1) HETA 20 1810# 10-10d GR EACH 2306# 2)HETA20 2500# 10-10d KING JACK ( KJ) IST BRG 743# 1) HETA 20 1810# 10-10d 2ND BRG 591# 1)MTS16 1000# 14-10d HIP JACKS HJ) ff BRG 157# 1) BETA 20 1810# 14-10d 2ND BRG NAILED PER TRUSS COMPANY CONTRACTOR TO PROVIDE MANUFACTURERS SHOP DRAWINGS AND APPROVAL PRIOR TO PLACEMENT OF STRAPS AND POURING BEAM. I I i EL \ 1/ C n ON e I,411 a U L1 I 1- 0 IJ 3/ 5a" tiAEL J. s . mM I Michael J Seat 0 a vQyM W U w" V c M a U V w zz o OF S w O U_,,,/// I h w g p a Oil DUCTWORK SYSTEM SYMBOLS C , Il70 /r/0, ANTI mit II II .Y I'.'; ce I I II II ICE REFRIGERANT PIPING NOTES IE III\IIWIN ,,i. , I W !I 1!1l a u 0 SYMBOL DESCRIPTION z SUPPLY AIR DUCT SECTION (UP/DOWN) z©j RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) z©j OUTDOOR AIR DUCT SECTION (UP/DOWN) z©j EXHAUST AIR DUCT SECTION (UP/DOWN) RETURN, EXHAUST OR TRANSFER AIR FLOW SUPPLY AIR FLOW MD 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 RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER EXHAUST FAN AROUND CEILING DIFFUSER 94 LINEAR DIFFUSER CDP-I AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST OROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER UNDERCUT CONTROL SYMBOLS THERMOSTAT - 5'-0' A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5'-O" A.F.F. MOUNTING HEIGHT TEMPERATURE SENSOR STATIC PRESSURE SENSOR DUCT SMOKE DETECTOR VD VOLUME DAMPER AD AUTO DAMPER HVAC PIPING LEGEND CWR- CONDENSER WATER RETURN CWS- CONDENSER WATER SUPPLY CHWS- CHILLED WATER SUPPLY CHWR- CHILLED WATER RETURN HWS- HOT WATER SUPPLY HWR- HOT WATER RETURN REFRIGERANT PIPING CD CONDENSATE DRAIN FROM COOLING COIL DOMESTIC COLD WATER G GAS PIPING MS -I TOSHIBA MULTI -CEILING CASSETTE VRF MINI -SPLIT HEAT PUMP OUTDOOR UNIT MODEL MCY-MAP0367HS, 36,000 BTU COOLING, 36,000 HEATING, 22 SEER, 11.5 HSPF, R410A, INVERTER DRIVE WITH LOAD MATCHING. 230V-Im, 36.3 MCA, 40 MOCP. 5/8" SUCTION / 3/8" LIQUID (BEFORE BRANCH). INDOOR UNIT (TYPICAL OF 4) MODEL MMU-AP007IMH2UL, 7,500 BTU, CEILING CASSETTE, 320 CFM, PROVIDE MANUFACTURER'S THERMOSTAT; UTILIZE MANUF. CONDENSATE PUMP IF NECESSARY. 230V-1o, 0.5 MCA, 15 MOCP. 3/8 SUCTION / 1/4" LIQUID (AFTER BRANCH). 1 NOTES: I. AIR HANDLERS a CONDENSING UNITS SAME MANUFACTURER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY CODE. 3. dQUIPMENT MANUFACTURER LISTED IS USED AS THE BASIS OF ESIGN 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 I STALLATION RECOMMENDATIONS. 7. PROVIDE MANUFACTURER'S AREA THERMOSTATS FOR EACH AHU. 8. i1CH 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 NOTE: SOME NOTE ,3 & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 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 SPECIALTIES SHALL BE AS FOLLOWS: 4.1. AGLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI 4.2. CHECK VALVES, FORGED BRASS, 500 PSI 4.3. SOLENOID VALVES, FORGED BRASS, 400 PSI 4.4. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER 4.5. MOISTURE INDICATOR, FORGED BRASS, OPTICAL CLASS, 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 CONNEC11ONS 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 SUCTION 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 WITH 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 CONNECTIONS 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 62.1 3. VERIFY FINAL LOCATIONS FOR ROUGH -INS MATH 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 QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE --SUBMIT BALANCE REPORT FOR REVIEW 11. SYSTEM TEST & BALANCE REPORT TO BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW INSTALLA1ION 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 30DEG . 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 (6) 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 N 0 a 0 dz 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 r a0LLJ QoJ Q W ILL 3 Ld tra J LJ wa z o1-o W o (DI J 00 fItU zz00U wU W Uj J O x n Q Z W aU W v H Jo X_ 0irm W a) 0 a 1- owQEL- 7) O LLI 00 iro U Ira OU- JILL ENGINEER SEAL vva •* ik - FE 'OF ,W Eric J. Svoboda, PE P.E. No. 60982 FAN SCHEDULE MECHANICAL DRAWING INDEX N1E15"°`"' MXYMRE aGSaIIED 1 Sl AAE MTEApEp "lY Faf T1E SPFLPA: PI.IpASE Ala Q= ff M WFM.E EXG EUM MC F vl"cA 11E1 ME PfGPA ME fR avAwm AEIl"L SYMBOL DESCRIPTION SHEET DESCRIPTION ISSUED TFESE MO fs Va1WT VARTE" TMN" A TATM N Fm P OGPEEIiIIIfi, m S AE ffi'T".MAU`"""m °" PIDGE EfGIIEFA"G. ML. ALL AG AFS (D EF-I GREENHECK SP-B90, 75 CFM W/ BACKDRAFT SHEET TITLE DAMPER - CONNECT TO LIGHT SWITCH. 120V-1e, 0.65A M-1 HVAC GENERAL NOTES, SYMBOLS a SCHEDULES YES M-2 MECHANICAL HVAC PLAN YES HVAC GENERAL EF-2 SaP CWDIIOA, SIDEWALL, 1600 CFM o 0.25' WG, WITH M-3 MECHANICAL HVAC DETAILS YES NOTES, SYMBOLS BACKDRAFT DAMPER. } HP 120V-1e. PROVIDE WITH SCHEDULES SEPARATE SWITCH. Gu'ps4 J-W 1 r ,, SUNCOURT DB204, INLINE - 4'o, 20 CFM - ISSUE DATE: 06-07-2017SF -I INTERLOCK WITH AHU-I OPERATION. 120V-1e, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. THESE PLANS AND ALL PROPOSED WOnK ARE SUBJECT TO ANY CORRECTIONS DRAWN: EJS SF-2 SUNCOURT DB204, INLINE - 4'e, 20 CFM - INTERLOCK WITH AHU-2 OPERATION. 120V-1o, O.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. REQUIRED BY FIELD INSPECTORS THAT., APPROVED: EJS a1AAY 6C NECES",ARY IN ORDER TOSUNCOURTD8204, INLINE - 4'e, 30 CFM - SF-3 INTERLOCK WITH AHU-3 OPERATION. 120V-1o, 0.3A. QOmPVImI;H Lrtifi FillCA`?'EQO0ES DRAWING NUMBER PROVIDE WITH SPEED CONTROLLER FOR BALANCING. o SF-4 SUNCOURT DB204, INLINE - Vo, 30 CFM - INTERLOCK WITH AHU-4 OPERATION. 120V-10, 0.3A. PROVIDE WITH SPEED CONTROLLER FOR BALANCING. SHEET I OF 3 16001-12 UW a co I UW 91E 30 CFM OUTSIDE AIR u CU-1_ M ALUMINUM HOOD WITH SCREEN. (TYPICAL) 1 LLL 34%1 GoUWrr'it ATING i t4gL-Ot t! yr Cpw N 't 3. x b 1 RI CF-PTI«ht tLj AD ls AD{ 4' 4 31A1 h c,e c340 t .. EXiI I, 3dt AKEA 320 CFM 320 CF tx 3 i w, 1 AHU_ 1 AD I ko s' L• t- }M7T 2kN oF^'i 320 CFM AHU—? Ott A 1 411 4• 0 1 1 lad pri r~v 20 CFM OUTSIDE AIR CFFIC= 20 CFM , OUTSIDE AIR I 30 CFM OUTSIDE AIR L AREHCus SCALE 1/4" = 1'-0" GENERAL NOTES: I. ROUTE REFRIGERANT LINES FROM EACH AHU ABOVE CEILING, THRU EXTERIOR WALL B DOWN WALL IN METAL HAT CHANNEL TO CU. 2. ROUTE 1' CONDENSATE DRAIN FROM EACH INDOOR UNIT ABOVE CEILING, THRU EXTERIOR WALL 8 DOWN. TERMINATE ABOVE GROUND IN LANDSCAPE AREA. UTILIZE MANUFACTURER CONDENSATE PUMP. 3. INTERLOCK SF -I OPERATION WITH RESPECTIVE INDOOR UNIT. 4. PROVIDE AUTO DAMPER IN O.A. INTAKE - DAMPER TO CLOSE WHEN AHU 8 SUPPLY FAN CYCLE OFF. KEY NOTES: OI INLINE FAN - INTERLOCK WITH INDOOR UNIT / AHU OPERATION. 20 PROVIDE 12'xI2' TRANSFER LOUVER LOW IN DOOR. O OVERHEAD DOOR SHALL BE OPEN DURING FAN OPERATION. O 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 SO. FT. x .075 CFM / SO. FT. = 165 CFM O.A. 1, 600 CFM O.A. PROVIDED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THPy AAY BC NECESPARY ICI ORDER T CO"! IDLY 611i'isH 1 Gt iPF'LICa' iCOUE'o. In zzW0 0 ULJ W_ O W N wrr WaC WLW o' ME 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 z w U O U W Fr a Q O 6Jp W W z 3C) aIr JWWa D o° oov UCoWnr zz00UW W U W U H Z O2 J Q z U W O dU W Q U o w o a W x o n0- 0 0) oW W w_ a V rn0 u- ENGINEER SEAL 111111111 O,' SvOg •,'i s0 982 .9 y *` SATE E0 .W M O^. AC p Eric J. Svoboda, PE P. E. No. 60982 TIESE DDCUERTS• NDfi VUR TIE CQr'EPTS Illy M DES PRESENTED IExa DRE Dnla FD BEY FIX M $PECDIC PlW6tENmCEwFMPD]!CE ENLDFflmYD, UG fDR lRDplTiEYVFAEPREPNEIl ¢lAE IX DFAfPFA fE11NEE 01 i RM W R V P VRRR!! NR1OtP iIDl Tim NMTDLRTYTPAREENDpff]t]NG, D!C SNDLL BE AT111TtwlutrTDrIEsnECrgmrtmmu, rcer PIDifE EN6DFFRIK, INC NL RAMS DESERVED I SHEET TITLE I HVAC PLAN I ----- --- 06-07-2017 I DRAWN: EJS APPROVED: EJS DRAWING NUMBER MIN SHEET 2 OF 3 16001- 12 a U SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACN,4 1 20 GA GALV. METAL STRAP wz0w w UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNAI,V SECURE TO STRUCTURE DETAILS L ABOVE AS RECOMMENDED BY SMACNA HANGER ROD THREADED ROD SHEET METAL SCREW, SIZE: Y" (TYP•) I/2" SUPPORT UPPER ATTACHMENTS IN ACCORDANCE RIVET OR BOLT TO 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 II , DO NOT LOCATE UNIT WHERE THE THAN UNIT, FURNISHED WITH /4 ® CONNECTIONS a UPBLAST WILL STRIKE ANY OVERHANG. REBARS AT 6' O.C. BOTH WAYS o TYPICAL RECTANGULAR DUCT UNIT MOUNTED LOCATE UNIT MINIMUM OF 2'-0' BRACKET ® PROVIDE EMERGENCY OVERFLOW SENSOR z WATER GARD PRIMARY PAN SENSOR /401475B FROM BUILDING EXTERIOR WALL 7 DUCT DUCT OR SECONDARY DRAIN HOLE SENSOR J401490B1Xz"xil"xlb' Fort PierceTYPE'B' GALVANIZED 12211 CEDAR GAP HOUSTbNNINC 77072 =_ _= Engineering, Inc. ANGLE n (PH 888-852-98b0) _ _ __ __ HANGER ANCHOR UNIT TO PAD WITH MIN. 1/4" DIA. Dependable Mechanical, Electrical nn EXPANSION BOLTS 0 1 1/2' EMBEDMENT DEPTH _ _ _ _ &c wxo 2Design LOAD RATED HANGER RODS, WIRES & NEOPRENE PAD. (TYPICAL FOR 4) FASTENER OR ---- STRAPS CEILINGAIR FLOW AIR FLOW 4" SUCTION k LIQUID — — 63 CONDENSATEREFRIGERANTLINESDRAIN TRAP REF PIPING e a" SEE SCHEDULE' e , 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 AS HANGER STRAP MAY BE USED IF DUCT Fax: 772 672-4637 TYPICAL ROUND DUCT SHAPE IS MAINTAINED NOTE: INSTALL TO WITHSTAND 170 MPH WINDS. U a U W O QJELIA DUCT SUPPORT DETAILS B CEILING CASSETTE DETAIL C AIR COOLED CONDENSING UNIT DETAIL D INLINE, FAN DETAIL SCALE=( N.T.S.) SCALE=(N.T.S.) SCALE=(N.T.S.)SCALE=(N.T.S.) Q OS JWW O 0 0 IT WALLSYSTEMUCDWnSEAL ANCHOR FAN TO WALL COLLAR r z EXHAUST FAN 0 UW w BACKDRAFTU 7DAMPER U J r3= ocn QaWv ZWUX_ W 0)THREADED CAP WITH %"O I— o M HOLE DRILLED IN TOP, THREADED CAP, w a o a o HAND TIGHTENED. HAND TIGHTENED o o o WALL COLLAR U a- 0)oW b- NOTE: INSTALL TO WITHSTAND 170 MPH WINDS. AIR rn ENGINEER SEAL HANDLER SLOPE TO UNIT +' J SVO"Ap, DRAIN.: 0 982 BIRD SCREEN DRAIN PAN - y i CASING SLEEVE = STnTE Off. tr .' UNION E WALL MOUNT EXHAUST FAN DETAIL SCALE=(N.T.S.) Eric J. Svoboda, PE P. E. No. 60982 ncsr n¢ucxrs, xnc mx nE mssms am m rcsmu rasrxrm nrca xe artimm uir roi nc cmc 3/ 8" DIA. THREADED UPPER ATTACHMENTS NOTE:°°°""° Wazuexrs vmour mmrx Mn3oxm„oH xm STEEL HANGERRODS -,,IN ACCORDANCE WITH vnou iuia)nrmncsae mzm SMACNA DETAILS 1. FILL TRAP MANUALLY ON INITIAL START—UP. _ P13M ,' c laws um 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. UPN T d` At; f L Jt iDY SHEET TITLE SEE PLANFOREXHAUST - DUCT CONTINUATION RUBBER -IN -SHEAR 3. A = 12 TIMES FAN SUCTION S.P. MECHANICAL AND TERMINATIONVIBRATIONELIMINATORSB = Y2" PLUS FAN DISCHARGE S.P. DUCT SLEEVE --( TYPICAL FOR ALL 4 4. ALL CONDENSATE PIPING TO BE PVC. DETAILS HANGER RODS) 5. INSULATE ALL DRAIN LINES WITH Y" ARMAFLEX EXHAUST ISSUE DATE: 06-07-2017 DUCT DRAWN: EJS THESE PLANS AND ALL PROPOSED WORN FLEX. CONNECTION CABINET FAN ARE SUBJECT TO ANY CORRECTIONS APPROVED: EJS TO EXHAUST FAN CEILING- REQUIRED BY FIELD INSPECTORS THAT DRAWING NUMBER 9AY ®n:. NECEsP.1RY 1m ORDER Ti EXHAUST FAN COi PLY"VI Hr Lri hrYICA "fCODES.' CEILING GRILLE M-3 SHEET 3 OF 3 F CEILING CABINET EXHAUST FAN DETAIL G CONDENSATE DRAIN TRAP DETAIL SCALE _ (N. Ts-) scALE = (N.Ts.) 16001-12 DUCT SCIiEDULE DUCT DIMENSIONS INCHES TYPE HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: 8'- 0" MAX HANGER SPACING PLUMBING SYMBOLS SYMBOLS DESCRIPTION PLUMBING FIXTURE SCHEDULE CODE DESCRIPTION HW CW WASTE VENT TRAP REMARKS WATER CLOSET, FLOOR MOUNTED, ELJER MODEL 091-2175, VITREOUS CHINA, WC-1 ELONGATED RIM, OPEN FRONT SEAT LESS 1/2" 3" 2" INT EQUAL BY AMERICAN COVER, POLISHED CHROME ACTUATOR, STANDARD 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 BYAMERICAN 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" 1 112" 3/4" HOSE THREAD. ELECTRIC WATER COOLER, HALSEY TAYLOR HAC8FBL-VR-Q, SPLIT LEVEL, EWC-1 1/2" 2" 1 1/4" 1 1/4" EQUAL BY OASIS OR ELKAY 8GPH, VANDAL RESISTANT, ADA COMPLIANT. PLUMBING EQUIPMENTSCHEDULE CODE DESCRIPTION REMARKS EXTERIOR CLEAN OUT, ADJUSTABLE TOP, SET X X 4" CO-1 INTERNAL CLOSURE PLUG, HEAVY DUTY COVER CCCONCRETE PLATE. CO-2 WALL CLEAN OUT PLUG WITH CHROME PLATED BRASS COVER PLATE. TANKLESS WATER HEATER, STIEBEL ELTRON MOUNT ON WALL. SET AT H- TANKLESS WATER HEATER, CHRONOMITE SR- MOUNT BELOW COUNTER. TWH-2 15L, 1.8KW, 120V, 1 PHASE SET AT MAX 110 DEG. HB-1 VACUUM BREAKER, LOOSE KEY STOP. VIDE S T- TO CH HOSE BIBB PER CODE. COLD WATER (CW) HOT WATER (HW) SEWER (S) VENT LINE (V) HWR-- RECIR. HOT WATER CD CONDENSATE DRAIN X EXISTING PIPE 6 CONNECT TO EXISTING SD— STORM DRAIN ISM 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 GATE VALVE GLOBE VALVE CHECK VALVE a%voa BACK FLOW PREVENTER VALVE IN YARD BOX IV VI TYPE AS NOTED) PRESURE RELEIF VALVE (RV) WATER METER ELBOW - UP E) RISE OR DROP CONCENTRIC REDUCER p— DIRECTION OF FLOW C.O.? CLEAN OUT (RISER) C.O. CLEAN OUT C.O. A WALL CLEAN OUT PLUGGED PIPE SHOWER HEAD PUMP W/FLOW DIRECTION i— 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 a HOSE BIBBS, a 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. PLUMBING DRAWING INDEX SHEET DESCRIPTION ISSUED P-1 PLUMBING LEGEND, NOTES, SCHEDULES a DETAILS YES P-2 PLUMBING PLAN YES P-3 PLUMBING WASTE -VENT a WATER RISER YES THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT IAAY Bri NkEVARY IN ORDE. P T4 CO"IIPLYVYIi"H „ALr'PnicAn_ .,tCODE(G U) zw 0 0U N W z w Z w wCL 0wU) wa- ro w IDN GIo 00 s Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical Plumbing Design C.A. No.28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 U U o w a0J o LLIaw ¢ a W aw wa W O cDOfm 0 oov U U Yp w To r z 00Uw U Wr J W H Z 0S N Q Z R W Q U w w I— of X_ W r M U Ww o JO w_ o 0 O O U 0 To mww 0ENGINEER SEAL No °, 60982 it STATE OF' ,^,W Eric J. Svoboda, PE P. E. No. 60982 TIESE DOCMTS, PLFNG VM M OIEEPR MID M OESIFRIS PFSSQlfER IERER! PRE NIInIIEp @EY FOR THE SPE M NO CUW Or FMT PE.Rf£ EIGpEE""!G, INC. FFF VlRCH TIEY VETS WSPNSA NaM FR CELIANCE ON TESE IITS VRIQR WTTEN NfNO1llATIW PIN ANBTATRN " Y W POSE DGRCMIL "IC SMALL RE MOUT UTA"OITY TO THE WE. C"PYRWOM7. FORT PO: RCE ENGNEEUffi, M. ALL ROOM RESERVED. SHEET TITLE PLUMBING LEGEND, NOTES, SCHEDULES DETAILS ISSUE DATE: 06-07-2017 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. SHEET I OF 3 16001- 12 1" WATER. SEE SITE UTILITY PLAN. 4" WASTE. SEE SITE UTILITY PLAN. OFFICE I PLUMSf NG LAN SCALE 1/4" = I'-C" WAREHOUSE ENERAL NOTES: ROUTE WATER LINES ABOVE CEILING AS INDICATED. EY NOTES: 1) ROUTE I` CW UP ABOVE CEILING / ALONG UNDERSIDE OF ROOF. 2 } VENT THRU ROOF. PROVIDE t CW FOR ICE. CONNECT TO S-I DUAL CONNECTION SHUT-OFF VALVE. U) HZW OU W z W w LdW w wrr TAI 0z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 u U u a0w oaJ w wfr z 3WU a o: J W wa w O OOV U U OD W In A Z0OU W UW U 2 z o = T) Q Z W a w vUxwrn UW r o w w Jp a o 0O O I` F- 0 On/-i U nr rM a °'LLU_ ENGINEER SEAL Eric J. Svoboda, PE P.E. No. 60982 NEW WC"S, AL1NG ON THE CQLPPTS"M SEsI PRESENTED TER ACE RITENAEf ®EY nA THE SPECiIC PJFPWE N/p CLEW 6 MT Pm E1,LRfntI r M M WCH NEY ORE PREPN RET6E W R RELWlCE M THESE ODCLIENR VTNUT YRM91 fUNOtIIRTlfI W P TAUM RY NO PIERCE ENDIEERIN6, INC. S X Yy— ONUH LWUo Tp RE SNE C W(C)M7, M U, _j , __._.... PC FRfiPE, PIC. KL 9WffS RESERVEQ 4 "' y SHEET TITLE PLUMBING FLOOR PLAN I .... 06-07-2017 1 DRAWN: EJS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS APPROVED: EJS REQUIRED BY FIELD INSPECTORS THAT: MY BENECEVARYINORDE1 TO DRAWING NUMBER CO'APLY,',WflH !LAi.PP' ICr1 AC0DES', P-2 SHEET 2 OF 3 16001-12 f'8 I RVi M I° I \ I \ 5'1 \ 2 WATER RISER - OFFICE SCALE: N.T.S. E0, 1 . y r I' EwG 1-11 JTR Z I/2 I I I \\ Zrr I \ I \ I \ I' WASTE - VENT RISER - WAREHOUSE SCALE: N.T.S. WA51 t - VtN I K1)tK - vrril,c SCALE: N.T.S. A" THESE PLANS AND ALL PROPOSED WORD ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Y_ .11AY BC NECES??RY IN ORDER TQ COMPLYWitH tLAPP'LI=I.:SCODES 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 a0w aO JWWOf Z 3U QJ W W D- L in w O cD Of m O O O 't U U co u_ ro HZ0OU W UW U w O Na Z W W\Lo X_ mO J W aY ro W a p p W a Qo O w o M o oCLUD_ D U_ W ENGINEER SEAL S7RTE O Eric J. Svobodo, PE P.E. No. 60982 SHEET TITLE PLUMBING WASTE -VENT WATER RISER I ISSUE DATE: 06-07-2017 1 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I SHEET 3 OF 3 16001-12 ELECTRICAL SYM130L LEGEND SPECIFICATIONS. BASIC MATERIALS SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH SUBSCRIPT INDICATES ITEM CONTROLLED) S3 THREE-WAY SWITCH S4 FOUR-WAY SWITCH Sp SINGLE POLE SWITCH WITH PILOT LIGHT SWP SINGLE POLE SWITCH WITH WEATHERPROOF COVER SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.) SK SINGLE POLE KEY SWITCH 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, 120/277V LEVITON 1121-2 OR EQUAL SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND PILOT LIGHT SD DIMMER SWITCH 1500 WATTS UNLESS OTHERWISE INDICATED) STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS @-- DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED 0-- 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 OR AND ONE COMBINATION W/ VOICE/DATA OUTLET FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES AND ONE COMBINATION W/ VOICE/DATA OUTLET POKE THRU pP POWER POLE @c= SINGLE POLE SWITCH/RECEPTACLE COMBINATION S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT BREAKER SHALL BE TWO POLE WITH COMMON TRIP) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT COVER PLATE WITH SPANNER HEAD SCREWS DUPLEX RECEPTACLE WITH TOP HALF SWITCHED GFI RECEPTACLE (EWC DENOTES ELECTRIC WATER COOLER. COORDINATE WITH EWC EWC INSTALLER FOR MOUNTING HEIGHT) WGFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. GFI RECEPTACLE MOUNTED ABOVE COUNTER TWO DUPLEX RECEPTACLES WITH COMMON COVER TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED ABOVE COUNTER ISOLATED GROUND DUPLEX RECEPTACLE, IG ( ORANGE DEVICE) DUPLEX RECEPTACLE NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND CLOCK RECEPTACLE SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED LIGHTING CONTROL TIME CLOCK PHOTOCELL, MOUNTED ON ROOF FACING NORTH GN a GROUND BAR PLUG- IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS OTHERWISE INDICATED UNDER GROUND CONCRETE ENCASED DUCTBANK JUNCTION BOX JUNCTION BOX- WALL MOUNTED JUNCTION BOX- FURNITURE SYSTEM FEED CONDUIT SEAL -OFF FITTINGS C3 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 31R FOR EXTERIOR LOCATIONS EDH- X LEIA^ A ELECTRIC DUCT HEATER MOTOR CONNECTION. VARIABLE FREQUENCY DRIVE FH61 ELECTRIC HAND DRYER FD- D-fl DIRECT DIGITAL CONTROL PANEL T TRANSFORMER BASIC MATERIALS CONT. FIR ALARM/DETECTION SYSTEM I TELEPHONE/DATA SYSTEM SYMBOL DESCRIPTION AUTOMATIC TRANSFER SWITCH NON - FUSED DISCONNECT SWITCH, AMP RATING / # OF POLES NEMA I IF INDOORS NEMA 3R IF OUTDOORS 1 J 30AR FUSED DISCONNECT L 20AF AR DENOTES AMP RATING OF SWITCH AF DENOTES AMP FUSE SIZE MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS SIZE # OF POLES J 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE 8 # OF POLES 0 3 POLE UNLESS OTHERWISE NOTED ENCLOSURE NEMA RATING. NEMA STARTER SIZE BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS, SURFACE MOUNTED C 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 i GROUND OR GROUND ROD AS NOTED EMS 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 O-- 1 FLUORESCENT STRIP FIXTURE FIXTURE - A DESIGNATION = FLUORESCENT FIXTURE CIRCUIT- 2 a -LOWER CASE LETTER INDICATES CONTROL CIRCUIT SWITCH LEG NUMBER FLUORESCENT FIXTURE EidDIAGONALSHADINGDENOTESEMERGENCY LIGHT FIXTURE. L- FLUORESCENT WRAP AROUND OR SURFACE MOUNTED FIXTURE. FLUORESCENT WALL MOUNTED FIXTURE WITH WALL OUTLET BOX HID, INCANDESCENT OR FLUORESCENT WALL MOUNTED FIXTURE HID, FLUORESCENT, OR INCANDESCENT FIXTURE FLUORESCENT, OR INCANDESCENT WALL WASHER. 0- ACCENT FLOOD LIGHTING - AIMING AS INDICATED EXIT LIGHT FIXTURE V DIRECTION ARROWS AS SHOWN SHADED QUADRANT INDICATES FACES) OF FIXTURE) H# WALL MOUNTED EXIT LIGHT FIXTURE COMBINATION EXIT/EMERGENCY LIGHT FIXTURE O- EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN ON DRAWINGS FP_ Bj ELECTRICAL PULL BOX TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES INDICATE QUANTITY OF LIGHT FIXTURES) BATTERY PACK WITH TWIN HEADS (CEILING MOUNT) BATTERY PACK WITH TWIN HEADS (WALL MOUNT) MOTION/ OCCUPANCY SENSOR SYSTEM o LIGHTING CONTROL PANEL PASSIVE INFRARED OCCUPANCY SENSOR C = CEILING MOUNT W = WALL MOUNT U C UPAN Y SENSOR ULTRASONICOCCUPANCYW = 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 IYM OL DESCRIPTION F MANUAL PULL STATION CEILING SMOKE DETECTOR, PHOTOELECTRIC BTYPEUNLESSOTHERWISENOTEDE = ELEVATOR WITH RECALL CONTACTS I = IONIZATION DUCT SMOKE DETECTOR R = RETURN S = SUPPLY SUPERVISED CONTROL RELAY DUCT SMOKE REMOTE ALARM INDICATING LAMP, W/ TEST SWITCH, WALL MOUNTED 72' AFF REMOTE INDICATING LAMP FIRE ALARM WITH TEST SWITCH WALL MOUNTED 72' AFF, SIMPLEX 4098-9842 OR EQUAL COMBINATION AUDIBLE/VISUAL XXCD NOTIFICATION DEVICE CD = CANDELA RATING, MINIMUM 75 CD PER FBC II-4.28.3(4) SS FIRE ALARM SPEAKER - CEILING MOUNTED WALL MOUNTED SPEAKER WITH STROBE xx n 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) FIREMAN' S PHONE JACK SPRINKLER TAMPER SWITCH CONNECTION SPRINKLER WATER FLOW SWITCH CONNECTION FP FIRE ALARM SYSTEM PRINTER ZONE ADDRESSABLE MODULE ELECTROMAGNETIC DOOR HOLD OPEN DEVICE H ELECTROMAGNETIC DOOR HOLD OPEN DEVICE CONNECTION TO CLOSURE/ HOLDER 1WH ELECTROMAGNETIC DOOR HOLD OPEN DEVICE CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 136 F UNLESS OTHERWISE INDICATED. BEAM DETECTOR - TRANSMITTER BEAM DETECTOR - RECEIVER FAC FIRE ALARM CONTROL PANEL FATC FIRE ALARM TERMINAL CABINET FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED FIRE ALARM SYSTEM CONDUIT AND WIRING FFIREMAN' S ELEVATOR WARNING LIGHT PAGING SYSTEM & BACKGROUND MUSIC LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ SUPPORT TRUSS. (CEILING MOUNTED) W = WALL MOUNTED LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ ENCLOSURE FOR EXPOSED CEILING AREAS W = WALL MOUNTED HORN/ TRANSFORMER FOR HIGH NOISE AREAS PAGING SYSTEM EQUIPMENT CABINET PAGING SYSTEM TERMINAL CABINET DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING VC VOLUME CONTROL NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO TfIIS PROJECT. 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 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 TTC 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 0 MAGNETIC LOCK E CTV CAMERA W/ CONDUIT TO VIDEO UNCTION BOX PTZ TAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT 0 VIDEO JUNCTION BOX - MOUNTED MIN 15' FF OR o CEILING SYNCHRON) US MASTER CLOCK SYSTEM G SNCHRONOUS SYSTEM CLOCK FATC MSTER CLOCK CONTROL PANEL JCL-., MISTER CLOCK SYSTEM CONDUIT AND WIRING OORBELL SYSTEM DOR PUSH-BUTTON STATION WP = WEATHERPROOF DB DORBELL CHIME (SELF CONTAINED) DB_--, DORBELL SYSTEM CONDUIT AND WIRING DOR CONTROL SYSTEM M TION DETECTOR 360 1C_ R1 RD READER K 61TAL KEYPAD 0 LANCED MAGNETIC DOOR CONTACT NTERCOM SYSTEM IC 6TER STATION C = COUNTER D = DESK W = WALL MOUNTED H = HAND SET TYPE HE = HANDS FREE WP = WEATHER PROOF IC ERCOM SYSTEM SPEAKER W = WALL MOUNTED to ERCOM EQUIPMENT CABINET 1CoTC ERCOM TERMINAL CABINET IC - rERCOM SYSTEM CONDUIT AND WIRING SBfEC ) UND SYSTEM EQUIPMENT CABINET 53JTC ) UND SYSTEM TERMINAL CABINET UND SYSTEM CONDUIT AND WIRING I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE 2011 EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE, THE FLORIDA BUILDING CODE FIFTH EDITION (2014), AND THE 2014 FLORIDA FIRE PREVENTION CODE. 2. ON ALL ELECTRICAL PLAN SHEETS, E.G. 'E-l', 'E-2.1', ETC., THE TERM CONTRACTOR' SHALL MEAN 'ELECTRICAL CONTRACTOR', SOMETIMES ALSO ABBREVIATED AS 'E.C.'. 3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS. 4. EQUIPMENT SHALL 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 CONCRETE AND PAVEMENT INSTALLATIONS, TO ENSURE CORRECT INSTALLATION OF METERING FACILITIES, TO ASSIST THE OWNER IN OBTAINING A FAULT CURRENT LETTER, AND TO ENSURE THE TIMELY PROVISION OF ELECTRIC SERVICE. 7. IN OTHER THAN DWELLING UNITS, SERVICE EQUIPMENT SHALL BE MARKED WITH THE MAXIMUM AVAILABLE FAULT CURRENT PER NEC 110.24 AND THE DATE OF THE MARKING. SEE RISER DIAGRAM SHEET OR PANEL SCHEDULE SHEET FOR FAULT CURRENT CALCULATIONS. 8. UNLESS OTHERWISE NOTED OR SHOWN ON THESE PLANS, 8.4 KV MCOV LINE - TO -NEUTRAL, 75KV BIL, 33.7KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL, 65KA MINIMUM SHORT -DURATION WITHSTAND SURGE PROTECTION (TYPICAL) IS PROVIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR PRIMARY RISER POLE SERVING THIS PREMISES. 9. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR STARTERS, DISCONNECT SWITCHES AND EQUIPMENT GROUNDS. 10. CONTRACTOR TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF TELEPHONE, AND DATA SYSTEMS INCLUDING RACEWAYS, CABINETS, PULL BOXES AND OUTLETS. SEE SHOP DRAWINGS FOR EACH SYSTEM FOR ADDITIONAL DETAILS AND INSTRUCTIONS. II. 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, 8 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 15N 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. w a 0 z Engineering, Inc. Dependable Mechanical, Electrical Plumbing Design C. A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 U w a oU W <Ir oaJaa uj IL U a JW wa 00 co Oo"', 0 00,r U U OD IL to z ELECTRICAL ABBREVIATIONS o W w E. C.: ELECTRICAL CONTRACTOR NL: NIGHT LIGHT GFI: GROUND FAULT PROTECTION P: PANEL U J WP: WEATHER PROOF UON: UNLESS OTHERWISE NOTED LJJ o = N VP: VAPOR PROOF AFF: ABOVE FINISHED FLOOR Q 04 r IG: ISOLATED GROUND AEG: ABOVE FINISH GRADE z W LU x ui rn M: MOTOR LOAD BFC: BELOW FINISHED CEILING V) o o C) 'T SA: SMOKE/CO ALARM LOAD SN: SOLID NEUTRAL O I J o w L: LIGHTING LOAD w w o o F: FAN LOAD O o it o R: RECEPTACLE LOAD 0 a m 0 _j ELECTRICAL DRAWING INDEX ENGINEER SEAL Y C 111#0 1i SHEET DESCRIPTION ISSUED a ro4\cE/Vg*.. 6158 E- I ELECTRICAL LEGEND, SPECIFICATIONS 8 ABBREVIATIONS YES''-I E- 2 ELECTRICAL POWER SYSTEMS FLOOR PLANS YES 7 STATE OF E- 3 ELECTRICAL LIGHTING SYSTEM FLOOR PLANS YES O'. A, V, E- 4 ELECTRICAL DETAILS,RISERS 8 SCHEDULES YES Sg °• p THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT,: BENECESII" RTINoRDERTO CO" APLY uYP1H „LL t 'I.ICA``Ir° CODES::. Timothy C. Trewyn, PE P. E. No. 61580 TIESE N S, &M VITN TIE CORE'PTS MID OR RESIM PTESENTED WRON NE MIEND 0 Y MR TIE SPE M POPOSE MID MKNT 6 NIT PERCE INRxuaw, BE MR VMM TIEY WM PREP FtllsE OR IWRO'ER REnNEE M TWX OORENTS WTWff WRITTEN NTNIWQATIIN NID R RTRTIQ! RY NIT PERCE EI40IDtING, OL SNNL H WTNR I.UBLLITY TO TIE SNE EIPYRIO OM , MIT PIERCE n!L EER06, INC. N RRiNS RESERVEA SHEET TITLE ELECTRICAL SYMBOL LEGEND, GENERAL NOTES & ABBREVIATIONS ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E- 1 SHEET I OF 4 16001- 12 LED WALL PACK DAY-BRITE#WWTM60 WLU MC-3 BRONZE FINISH, LED LAMPS TYPICAL) ii rL CA M 1210^ Proposed Storage Bldg. (2160SF) Loading Zone PANEL 'PIA' SER CE DISCONNECT ` \ WAREHOUSE BUILDING----s? ELECTRICAL SERVICE Proposed Stora Area Well I Pump yd 0 p CONDUITS FOR TELEPHONE SERVICE I VOC' AF( Proposed Office PI-3C Bldg. (1152SF) FPUA PANEL TV METER PANEa_ 'DPI 2)2"CONDUITS FOR THE TELEPHONE SERVICE ELECTRICAL SITE FLAN COORDINATE TERMINATION OF THE BUILDING SERVICES WITH THE RESPECTIVE UTILITY. SCALE:N NNE FPUA POLE W/ TRANSFORMER BANK 2)2"CONDUITS FOR THE TELEPHONE SERVICE rTOPOLE I 2)p1O & (1)#10G. DP-6:8 IN 3/4" C. 6OAR WELL PUMP (EXIST) NF 3 2HP 230V 1 PHASE. REFER TO THE CIVIL DOCUMENTS FOR LOCATION, AND FIELD VERIFY HP AND VOLTAGE. CU-1 60AR NF 60AR NF 3 M PANEL 'DP' FPUA METER 2)2-CONDUITS FOR (2)2-CONDUITS FOR THE TELEPHONE SERVICE I THE TELEPHONE SERVICE TO POLE I FOR WAREHOUSE II ill P II PI -II PI-22 PI -II 1t. e1ouwrurg M 1 CONDUIT& FF11, B * t 5 T C) ! PI'- CAP AND BUSH CONDUITS. COORDINATE FINAL LOCATION0WITHOWNERPRIOR ' — - ROUGH=IN. W rt er N- IN C. cat& Cat" 3 r e r - H2 O#12 & (11 PI-3 I0 3/4" C. £ It Tie ll ft (2)#12 & (1 12G. PI-18:20 g IN 3/4" PI-18:20 PI-7 1 d 30AR AHI 3 NF 13 15 •'; SF- PI-14 >t4 O i- AKE 8 & (1)i110G, 3/4` C. WP OPEN I IFFICE PI-16 2ft PI-7 61 t4 at , PI-5 PI-7 OFFICE 1 12 & (1)f12G. 3/4' C. 1-1 * ilzl9 it tt D 2)/ 10 & (1)#10G. DP-5:7 IN 3/4" C. 6OAR GRINDER PUMP NF 3 2HP 230V 1 PHASE. REFER TO THE: CIVIL DOCUMENTS FOR LOCATION 3 a c Q J, T 2 1' .. ( 2)#12 & (1)#120. IN 3/4" C. PI- 14 PI- 4 Art Ilk> POWER SYSTEMS PLAN Wi II SCALE 1/4" = 1'-0" 2 20 WAREHOUSE ELECT.-"' SERVICE DISCONNECT r. II II i ONDUIT THE TELEPHO FROM OFFICE 1\ V V VI I-11\. 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. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT nA ® C yECES".hRY Iw:ORDEr1 TO 0" lIPLi" "YiT'H L r`P1?iICA`.f CODES," 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. In Hzw0 OUw z 0 w w f wd0 ww 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 zU 0 . w o QJwwz 3LLJ a JW d wa 0 0oa U U coLIM z z 0L) Uw W U U W 7 z } ox J vl Q z W a w U to w a)JO X o lr M wUwlH w o a o O o M F 0 O O U a m w w ENGINEER SEAL CruTq'+ 4 - No 61589 STATE OF OR Timothy C. Trewwyyn, PE P. E. No. 61580 ME RErL1ENES, &M VRH M CONCEPTS W RR RESIGNS PRESERIER HrdBl AW RffB XY FOR M SPE M PiFPOSE W 1W T Men PIERCE nKRU]ONG, M. TOR VMCI MY VERE WARM. RULE OR RIPRORfR RELINLE ON ME RLLLIFNfS VIRQIt WMA MIJOtORT31 MOI BRA AMA BY FORT PIERCE ENOIE M, K. S BE VI11WE LLIBLLIIY RO M SW. W QW7, Men PRRCE DI INC. ILL RIGHTS REERVER. SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN 100uC V.\IC: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E- 2 SHEET 2 OF 4 16001- 12 LIGHTING FIXTURE SCHEDULE MARK MANUFACTURER —PART NUMBER LAMPS VOLTS MOUNTING NO TYPE WATTS DESCRIPTION REMARKS A DAY BRITE — BWN232-120-1/2—EB 3 TO 32 120 CEILING 2'x4' RECESSED FLUORESCENT TROFFER,PATTERN 12 PRISMATIC LENS. WHITE FRAME. B DAY BRITE — WB217CP-120-1/2—EB 2 T8 17 120 WALL 24' LONG FLUORESCENT WALL BRACKET. CLEAR WALL MOUNT ABOVE MIRROR CENTER LINE. PRISMATIC LENS. STEEL END CAPS. COORDINATE WITH ARCHITECTURAL PLANS. C LIGHTOLIER — IIOIFD26L 1146 1 CFL 26 120 CEILING 6" DIAMETER DOWN LIGHT, CLEAR REFLECTOR WHITE TRIM D MCPHILBEN — CAX6L40W20 2 MRI6 20 120 CEILING/WALL 2 LAMP POLYCARBONATE EMERGENCY LIGHTINGFIXTURE. HIGH OUTPUT HALOGEN LAMPS. MOUNT 8'-0" A.F.F. FOR WALL MOUNT. E MCPHILBEN — CXXL-3—G LED 5 120 CEILING/WALL LED THERMOPLASTIC LED EXIT FIXTURE WITH NICADBATTERY. GREEN LETTERS. MOUNT 8'—O" A.F.F. FOR WALL MOUNT. F CHLORIDE — CCTXL R 3 G W—REMOTE HEADS CR2CSWD 2 TUNG. 5.4 120 CEILING/WALL COMBINATION 2 LAMP POLYCARBONATE EMERGENCYLIGHTING/EXIT SIGN FIXTURE. TUNGSTEN LAMPS. MOUNT 8'-0' A.F.F. FOR WALL MOUNT. 65 TC 85 DEG F. LEAD CALCIUM BATTERY. G LIGHTOLIER — 1104 F18 1178SH I CFL 18 120 CEILING 6" DIA. DROP POLYCARBONATE LENS SHOWER LIGHT WET LOCATION LISTED. H DAY—BRITE — IFD 232 PP UNV 1/2 EB 2 T8 32 120 CEILING 4'0' FLUORESCENT INDUSTRIAL FIXTURE, 10% UPLIGHT SYMETRICAL REFLECTOR. J THOMAS — SL 9216 8 1 INC 60 120 WALL WHITE FINISH, POLYCARBONATE FRAME ADA COMPLIANT GENERAL LIGHTING FIXTURE SCHEDULE NOTES: I. VERIFY TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 2. VERIFY VOLTAGES PRIOR TO BID AND INSTALLATION OF FIXTURI S. 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. B. ALL SHEET STEEL USED IN FIXTURES ABOVE SHALL HAVE A PHOSPHATE LAYER APPLIED PRIOR TO PAINTING. I b l A a cx "" to t 1 a GH71NG S,YSTE IS PLANS SCALE 1/4" = 11-0" LIGHTING SYSTEMS NOTES I. SEE LIGHTING POWER DENSITY CALCULATIONS BELOW. 2. WAREHOUSE TO BE USED FOR MEDIUM/BULKY MATERIAL. 0.6W/SF APPLIES TO WAREHOUSE AREA PER FBC TABLE C405.5.2(2). LIGHTING POWER DENSITIES ROOM AREA (SQUARE FOOTAGE) ROOM WATTAGE LPD-(FBC-405.5.2()(2) WATTS PER SO. FT) LPD - CALCULATED IWATTS PER SO. FT) OFFICE 1 135 152 1.1 1.1 OFFICE2 135 152 1.1 1.1 OPEN OFFICE 688 803 1.1 1.1 TOILET ROOM 85 90 1.0 1.0 WAREHOUSE 2082 1276 6 6 TOILET ROOM NE 45 34 98 76 THE TOTAL INTERIOR LIGHTING POWER DOES NOT EXCEED THE INTERIOR LIGHTING POWER ALLOWANCE. LECTRICAL KEY NOTES: EXIT SIGNS AND EMERGENCY BATTERY UNITS TO BE CONNECTED TO THE LIGHTING BRANCH CIRCUIT IN THE AREA AHEAD OF THE LIGHTING CONTROLS. THESE PLANS AND'ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT; 1AY BC NECES.6AY III ORCEFI TO:= zzw 00U 3 w wo: Ldwa 0w wo' Engineering, Inc Dependable Mechanical, Electric Plumbing Design C.A. No. 28173 315 South 7tb Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 U a0_ U W F W < O6aJ p W w Q W3U J w W d W O Lo X 0) O O 0 -t U U OD U- Ih FZ OU w UW U J W H z to Q z R W a 2 W Lo m i/i U0 XE WU T U J F— o a' Ih W a w O w a 0 O Hmo 0OaUo a mI_w ENGINEER SEAL Timothy C. Trewyn, PE P.E. No. 61580 THESE Dal Ws, AtIR6 VEIN TIE CREEPiS W IR BE PRESENIE" I N ARE RfN]EE" Q Y FIR RE SPECIIIt PLFPNSE w CLENT T FFRT PERCE FNGR Mw' RL VNILII I V PRFP REIEE 0t RELGN M nitl"ENIS VRIdR V HN AKIN RuAnm" M AT N BY FM PIDtLE FNGREERMy RE. SWL RE VIRDJI LNUP TR TIE SM.. MRIM 021V, FIX PRSCE EIEdIE ' L ALL RIDIIS RESERV SHEET TITLE ELECTRICAL LIGHTING SYSTEM PLAN ISSUE DATE: 06-07-2017 DRAWN: TEC APPROVED: TCT DRAWING NUMBER E-3 SHEET 3 OF 4 16001-12 STUB ABOVE CEILING STUB ABOVE CEILING a ACOUSTICAL ACOUSTICAL TILE CEILING TILE CEILING IL r 120/240V IPH 3W I SERVICE FROM FPUA Ij POLE MOUNTED TRANSFORMERS YU U o TO ADDITIONAL OCCUP. SENSORS REFER TO FLOOR I OFFICE BUILDING WAREHOUSE PLANS POWER SUPPLY U) z o 3/4' CONDUIT 1' CONDUIT FOR (2) WATT STOPPER BZ 50 OR EQUAL. w Ir D' ELIz o Ln OfOUTLETS 34350 MCM IN o 3'CONDUIT 3/4' CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE COORDINATED METER SOCKET WITH UTILITY CO. TO CONFIRM 11264 FCA p p POWER RED LIGHTING SUPPLY LOAD I 4'x4'x1 1/2' DEEP BOX WITH SINGLE GANG PLASTER RING j 1.1 Fz DATA/COMM. RECEPTACLE GRADE THE METER SOCKET MEETS THEIR SPECIFICATIONS. SERVICE CONDUCTORS AND RACEWAY INSTALLED ON POLE BY FPUA ANDHOLE PER )#350 MCM FPUA SPECS 3'CONDUIT O PANEL 22KAIC 300A M.C.B. PANEL PI' a a M 150A IN IL a M.C.B. c w3 3) #1/0 CU D #6 GIRD IN 11/2'C. SIG 8002 FCA 3)#3/0, (D#6G, IN 2'C. PANEL 200AR 'PIA' 3R NF 200A 2514 FICA 2514 FCA M.L.O. 4 DO NOT BOND EGC TO GC IN PANEL OR DISCONNECT OCCUP. OCCUP. SENSOR SENSOR DUAL TECH. OCCUPANCY SENSOR. WATT STOPPER DT-300 OR EQUAL. 120V N LOCAL OFF SWITCH RED WHITE BLACK WHITE DO N vo o Q o Fort Pierce Engineering, Inc. FLOOR FLOOR NOTE: FOR GYPSUM CEILING TYPES, ROUTE CONDUIT WITH PULL -STRING BACK TO POINT OF BUILDING TELEPHONE/DATA SERVICE EQUIPMENT. Dependable Mechanical, Electrical Plumbing Design C.A. No. 28173 FPUA POLE WITH TRANSFORMERS -BOND #I/0 TO STRUCTURAL (3)#3/0, (D#6G. _ - BOND #4 G.E.C. TO 5/8'x8' CU CLAD -^ STEEL, METALLIC WATER IN 2'C. STRUCTURAL STEEL, STEEL GROUND ROD PIPE AND 20FT #1/0 CU METALLIC WATER PIPE AND CONCRETE -ENCASED 5/8'x8' CU CLAD 2OFT #1/0 CU ELECTRODE STEEL GROUND ROD CONCRETE -ENCASED ELECTRODE A DATA/COMM. STUB -UP DETAIL SCALE -(N.TS.) B ELECTRICAL RISER DIAGRAM SALE-(N.T.S.) C I OCCUPANCY SENSOR WIRING DIAGRAM SALE-(N.TS.) SING LE PHASE LINE -LINE SHORT-CIRCUIT CU RRENT CALCU LATION I _ 5[ 50KVA=TRANSFORMER SIZE 1 SET 350MCM, 60 FT TO PANEL "DP",PVC) SOOOOVA X 100 = 14881AMP5 240 1.4%IZ SERVICE TO DP VOLTAGE DROP = 2 X 12 X 119 A X 60 FT X 1 1PH 3W 350000 0.49 V / 240 = 0.20% 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 PANEL: P1 VOLTAGEE: 120/240V IPH 3W BUS/BREAKER AIC RATING: 22KAIIOKA RATING: 150A LOCATION: OPEN OFFICE MOUNTING: RECESSED-NEMA 1 MAIN CONNECTION: M.C.B. FED FROM: PANEL "DP" DEVICE FAMILY: SQUARE D 00 OR EQUAL DESCRIPTION P CONNECTED WA CONNECTED KVA P m 30 DESCRIPTION t o 2 1 60' 14SS1A x X 22,737 240 0.327 FEEDER FROM DP TO PANEL PIINOFFICE VOLTAGE DROP 2 X 12 X 111 A X 40 FT 1.01 V / 240 = 0.42% Fax:772672-4637 A E a E R-BREAK COUNTER-REFRIG. 12 20 1 0.50 1 2 0.72 1 20 12 R-OFFICE 1 R-BREAK COUNTER 12 20 1 0.36 3 q 0.72 1 20 12 R-OFFICE 2 R-OPEN OFFICE-S,E WALLS 12 20 1 0.54 5 6 1. 55 1 20 12 L-OPEN OFFICE X \ , i WARNING pJ\\ TAPE \ NX, l ( V \\\ N BRANCHCONDUIT M= 14981AMPS t= M __ 11212AMPS LINE 1 = 0.753 1 + 0.327 X 0.753 = 11212AMPS 15ET3/0, 9OFTTO PANEL 2 X 90, X 11212AMPS 1 2,430 240 1 _ 1 + 3.460 0224 x 0.224 = 2514AMP5 TO NEUTRAL SHORT-CIRCUIT CURRENT CALCULA71ON 3460 1PH 3W 105600 BRANCH CIRCUIT TO CU-1 VOLTAGE DROP 2 X 12 X 37A X 86 FT 1PH 2W 16510 TOTAL VOLTAGE DROP 4.63 V / 240 = 1.93% 2.55% QSPACE U UW a w Q pJ C] w LL. L3 J w 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-NOTE 4 12 20 1 0.10 9 10 4.00 2 45 8 WATER HEATER-TWH-1 R-OFFICE COUNTERS 12 20 1 0.72 11 12 4.00 1 20 8 8 KW HVAC-CU-1 8 40 2 4.36 13 14 0.11 1 20 12 HVAC-SF-1,SF-2,SF-3 8 4.36 15 16 0.38 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-.5A EACH 12 0.12 19 20 0.12 12 MCA-.5A EACH SPACE 0.00 21 22 0.36 1 20 12 EPHONE SPACE 0.00 23 24 0.00 1 20 SPARESPAR SPACE 0.00 25 26 0.00 SPACE SPACE 0.00 27 28 0.00 SPACE SPACE 20 1 0.00 29 30 0.12 1 20 12 L-BLDG EXT-EIW ELEV-NOTE4 SPARE zo 1 0.00 31 3z o.00 1 z0 SPARE SPARE 2 0.00 33 34 0.00 1 20 SPARE 0.00 35 36 0.00 SPACE SURGE PROTECTOR 30 2 0.01 0.00 SPACE0.01 37 40 0.00 SPACE NO SPACE 0.00 43 42 0.00 NO SPACE J J 1 NOTE: CONTACT ELECTRICAL ENGINEER AT LEAST 24 HOURS IN ADVANCE TO ARRANGE FOR CONDUIT INSPECTIONPRIORTOBACKFILL. SPOT FILLING TO PREVENT IS ACCEPTABLE. ISC = t= M= 22321AMPS t 1.5 2 1 1 X 1 X 14881AMPS = 22321AMPS X 60' X 22321A 22,737 120V 0.982 = 0.505 0.505 = 11264AMPS 90' 11264AMP5 x 2,430 x 120V 0982 6.953 SERVICEDIO OP = 2 X 12 X 119 A X 60 FT X 1 350000 M DP TO PANEL PIA IN WAREHOUSE ROP 2 X 12 X 49 A X 90 FT 167800FLOATING CUITTO EF-21N WAREHOUSE 0.49 V / 240 = 0.63 V / 240 = 0.20% 0.26% d$ w 0- o 0 Z .''4 I- IO UJ O LO of C0 U OU Do LL M 5.63 6.11 TOTAL 6.47 5.68 23.88 TOTAL CONNECTED KVA SERVES CONNECTED LOAD - KVA DF CALCULATED DEMAND - KVA LIGHTING 1.75 1.25 2.19 RECEPTACLES (FIRST 10 KVA) 4,34 1.00 4.34 RECEPTACLES (OVER IO KVA) 0.00 0.50 0.00 LARGEST MOTOR 8.72 1.25 10.90 UU OTHER MOTORS 0.57 1.00 0,57 EQUIPMENT/HEAT 1.Do 1.00 8.00 KITCHEN EQUIPMENT 0.50 1.00 0.50 TOTAL DEMAND KVA: 26.50 AMPERAGE: 10.41TOTAL110.41NOTES: 2 1. VERIFY ELECTRICAL REQUIREMENTS FORALL EQUIPMENTWITH MANUFACTURER'S MANUAL PRIOR TO BIDDING AND INSTALLATION. M= 1 - 0.126 1 +6.953 0 11264AMPS x 0.126 = 1416AMP5 USE MINIMUM IOKA RATED EQUIPMENT AT PANEL PIA SINGLEPHASE LINE -LINE SHORT-CIRCUIT CURRENT CALCULATION SOKVA= TRANSFORMER SIZE SET 350MCM, 60 FTTO PANEL"DP",PVC) x 300 = 14881AMP5 1. 4%IZ 2 60' 14881A X X 22, 737 240 M= 1 0.327 0. 753 x 0.753 = 11212AMPS 1 SET 1/0, 40 FTTO PANEL "PI", PVC) 2 40' 11212AMPS t 1 X 9, 317 X 240 M= 1 + 1 o. 4D1 = 0. 714 11212AMPS x 0.714 = 8002 AMPS UNETO NEUTRAL SHORT-CIRCUIT CURRENT CALCULATION 0. 327 0. 401 LOCATION: DESCRIPTION 2-, 5HP OUSE QR" FLSPARSERVICESINK: SPACE SPACE SPACE SPADE SPACESPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE VOLTAGE DROP 2 X 12 X 10A X 86FT 1PH 2W 6530 TOTAL VOLTAGE DROP VOLTAGE: BUSBREAISER AIC.RATINO: 1201240V 1PH 3W 22KA(IOKA MOUNTING: SURFACE • NEMA 1 WAREHOUSE FED FROM: sl G P. P a a N. No. a D 12 2k 1 112 , 1 2 a 36 "+° 1 12 20 1 , , 1:18 3 4 I I 0.36 i 12 2k 1 a64 ;. , s e oaa T ., i 2k 1 i a:00 7 s o.o0 1 20 1 aDO 00 9 10 000 -w1 20 1 . i D,OO 11 12Rua 1 12: 20 1 1.80 13 14 a00 ,. ,;.:;; 12. 20 1 1.80 25 16 ,i, 0.00 0.00 17 is 0,00 0A0 19 20 a.a0- 0.00 21 22 0.00 Iii _, 0. 00 23 2q a,OO' 0.00 75 2C o,e0 I 0. 00 27 2s 0100 o oo 29 3a o,00 3 0; 00 31 33 4+1}P k.00 33 34 O,aa I a, oa dS 35 artaD A00 .n 37 38 6,DD' yi, .; a, a0 39 4a D.OD 100 41 42 0.00 3.46 2.90 TOTAL 0,36 0.36 7,16 3.16 V / 120 = 2.63% 3.10% RATiN6: 200A MAIN CONNECTION: MLAISC-SOOIxIVA DEVICE. FAMILY: SQUARE O Q4 g46t ,_.tRALFPL I : DESGRLPiIdN 20 12 R-WEST WAUi: 2k 12 R,EAST54UTH WALLS. 2k SPARE1 2a SPARE20SPARE 20 SPARE SPACE SPACE SPADE SPACE SPACE.__ SPACE SPACE SPACE SPACE SPADE SPACE 5FACE SPACE SPACE SPACE TQTAt GQNNECTEO KVA pp 2. PROVIDE TYPEWRITTEN DIRECTORY ONINSIDE PANEL COVER C *.^ry-!-. + H "` B C! 3 ! 4 a 3.' WIRE 512E PER MANUFACTURER 4. CIRCUITCONTROLLEDVAIPST TIME W/ASTRONOMICAL DIAL AND BATTERY BACK-UP. MOUNT ADJACENT TO THE PANEL U Q F+- I W y d Ua LLI U J Q w o ILL! m w O a o 1- 0 ro 0 w L,_ D CONDUCTOR TRENCHING DETAIL SCALE=(N.T.S.) p DEDICATED 120V CIRCUITPROVIDEUNISTRUT AT CEILING WITH CONDUIT TWO DUPLEX RECEPTACLES WITH COMMON COVER. g' 4 PANEL: OL. TA{. E, F 1s6 1F133W EUS78REAKE, R AIC RATING:. 22 2RA RATING{( 1 400A ENGINEERSEAL vwA LOSUhE d. FJOR240 TLNG . ... ...... .. RFACE- NEFAA Ii IN C6NNEC' 170N .PIA" M,C.B.._. PANEL"pP" C r•"•••rI cAIiNfCTEf)WA i / w1 ti N 6.158 fir 4/Z/ 18STRAPS 1STATETROOM f'ai1 .Q S ijy if r„,• p• \ ' i 4 IVAL Q 2f/2111i1i1t TimothyC. TrewwYyn, PE P.E. No. 61580 FED FROM: SERVLCE REVJCE FAMI30dA SS211A OAR EQk1AL,.. DESCPoPTION DO P Aar'rLuSA Tss{.. Na, cA. ® BA Pt= am 3 DESCRIPTION'*.. PA1#EL "Pt" 110 150 2 12.22: 1 2 1.69 2 206 310 PANEL "PIA" fro 1. WM GRINDER PUMP 10 30 2 1.38. S G 1.38 2 30 10 EXISTING WECI:'PiTMP 2HP 101- 7 B 0 1.38 ZHp SPARE 20 1 0 9 10 1 20 SPARE SPARE 201 0 11 11 0 1 20 SPARE14881AMP5 SPACE 0 14U0SPACE015 16 9. SPACE SPACE 0 7 1 0 SPACE SPACE 0 29 20 0: SPACE PACE ri 22 D SPACE SPACE o 23 z4 0 0; SPACE space o 2$ 16 NO SPACE, pNto e 272S0aNO SPACE THESE OI MTS, 0ME VIRI THE COKE& AND OR 2 IERS PRE1611E mm A BODOER MY M M SPECPIC iIE Y VFAE PAFPaRIlREUSE Ol AE1T/NCE OI nESE mkLEKTS Vn1OR VRImll NmoivplID+Nm AAAPTAT@I v FOn PEACE DEBFBOE, M. SIwLL K Vf11W1 U0IRU Y TO THE WE CEPRIWOM7, FOR PIERCE DIrEEwI. DC ALL RIOITS PLSEAVFA NO S_P_ A_CE. ___ 0 29 3o ri(j.,SFACE a_e,-... 13A 1' :1 TOTAL WAT 8,97 44,63 TOTAL KVA SERVES EONN TED LOAD.-kVA DB CA4CUUtiED D6A11ND-KVA. LIGHTING 2;93 10Aa 25 3: 66,.. RECEPTACLES {FIRST IO KVA) 1A0 10AIRI RECEPTACLES (OVER :10. KVA) . ._ 86' 0.60 244 SHEET TITLE LARGEST MOTOR 2, 78' L25 145 PROVIDE UNISTRUT WITHIpTpp A CONDUIT J I I\APJ PRO DE ALLWITHBUSHINGAND RSHWIRE ro PVC ro 2 CONDUIT TO 1)#6 GROUND WIRE TELEPHONE CO. ISC= f = M= 22321AMPS 1. 5 z 1 1 x x 14981AMPS = 22321AMPS 60' zz3z1A x x zz, 737 2321 20V 1 - 0.505 0. 982 0. 505 - 11264AMP5 o.98z SERVES _ _ CONNECTED LOAD - KVA OF _ LIGHTING ____ 1,10 1.25 RECEPTACLES (OVER 1D KVA): FUTURE _ 0 D0 0.50 LARGEST MOTOR 1. 72 1.25 OTHERMOTORS 0.00 1.00 EQUIPMENT, -HEAT 3. 60 1.00 KITCHEN EQUIPMENT 0, 00 1.00 TOTAL DEMAND KVA TOTAL AMPERAGE NOTES, i. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURERS CALCULAiEDDEMAND-KVA 1. 47 1. 26 400 _ 40 360 0. 00 0. 00 tt73 4689 0T11ER MOTORS 3. 2a' LOD 7'i20 ELECTRICAL DETAILS, RISERS SCHEDULES eITCHEN Nt/ HEATEQUIPMENT 11bD ITCHEN o5q Y, o o TOTALDEMANOKVA: SB>2s TOTALAMPERAGE 159. NOTES: IB N 1PEMrW i' N IN(}NUF+- qI gg aT`. 1, MANUAL J.- -- 2. PROVIDE T}` P@01RECTtfk'ON I?1IDEFAMH(.CQVER' L 'L L'k` r' T p ,^ ISSUE DATE: E 06- 0%-'201% DRAWN: TEC f = 2 1 40' 11264AMP5 x X 9,317 120V 0. 806 MANUAL PRIOR TO BIDDING AND INSTALLATION 2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE PANEL COVER.w}/1{F pCJ, 1, 1, A= 3. NON -COINCIDENT LOAD, f.'AL'v1L0.T10N BASFPIONHE APPROVED: TCTM= 0 1 1 0. 554 0. 806 µ .................,._M....,,,._._...._..,,.,_.,,.__.___._... ,...... .....„.- o.«,.,.era. r,..::./ e`:........I^ICGwV fBR b' TVP'Ial lLlAltiM1 LL11ku a`- •tAgY1d. T... In - DRAWING NUMBER 11264AMPS X 0. 554 = 6237AMP5 E-4 USE MINIMUM IOKA RATED EQUIPMENT AT PANEL Pl - -- ---- --- -- -- -- SHEET 4 OF 4 E TELEPHONE TERMINAL BOARD DETAIL SCALE=(N.T.S.) 16001-,2 2" MIN. FLAN VIEW N.T.5. MINIMUM ROOF Oki, FRUJE & TIE FRONV5 foaa1 WhI1 TYPICAL ( ALL PALM5) — VEGRAVfflUe rmW ( MIN. 6.6 FROK0 Nlf5, NOM: 5AML FALM5 MAY OE RVICNW 5ADN. PALM5 TO OE OooTp WrfN I'( W55 oIYERwISE NOW 5) LAYORS OF REAP We ( 9) WOOV CLEAT5 wRAFPEV AT POINf a 2" X 4" X 12") TO Tx'UNKW/ %Wcrr. 2 5S6 I, 5fW5 (MIN) A5 SUTX TOR WOOV WA5 TOE NNL fO OAM115. SAUCER FOR (9) 2" x 4" WOOV INKAL PLANTING Wa5120' AFAK b" mm of 51emp MUCH 6" fROM TRUNK 1/ b WIGNf Of fINISN GRNh Tm, 3" OELow GRAVE 2" X 24" EUI5nN6 501L 4" x WIT PAD DURIEV 5*19 b" mUoW GRAf)E 12" MIN, 12" MIN. PALM PLANTING P TAiL IMTH 5fAKING ANV GUYING) N,T5 TI? SS FLANINCA MfNL NT5 MNNfNN 12" DEN7 ZONE AT 6EV WO ELAN VIEW AM PLANTING TAfi1 M A5 FaIU0VV5: 101U. - I TA of b C& 5U3.2 fAELET5 II. ei amR_A. ARrel 5HPLO/ CROUNPCOVSR PLANTING P7 TAIL W5 PpouGHT KEY QUAN, NATIVE ToLmNcl CS 52 Y VSPY LI 4 Y VSRY Si` 48 Y MOP. Mr 59 Y VSPY F5 53 Y VSPY QL 5 Y VSPY QV 5 Y VSRY 5M 8 Y VSRY PANT & MATUA 5CHML OfANICAL NAME CONOCARPU5 MCTU5 LA6SP5T1? OSMIA INPICA SUGSNIA FOSTIPA MYP. CIANTH55 FPA6t?AN5 0R55TSPIA 556RS6ATA QUSPCU5 LAUPIFOLIA QUSPCU5 VIPGINIANA 5WISTSNIA MAH/ fXNI COMMON NAME 51Z (HT, x 5PU CONY MF GRSSN UTTONWOOP 24" x 18'' 3 CPSPS MYPTLS 10-12' x 4', 3" PPH p & p 5PAN1515TOPP5R 24" x 0'' 3 51MP50N5 5TOPPSP 48" x 50'' 15 PLOPIr7A PPIVST 48" x 30" 15 LAUPSL OAK 12-14' x 5', 2-1/ 2" PPH P & P LVS OAK 12-14' x 5', 2-1/ 2" P6H D & D MAHOGANY 12- 14' x 5', 2-1/ 211 P H D & 13 11115 LANn5CAP PLAN WTT5 FPOT 516HT b15TANC ANn CLM, ZONE p QUIPMNT5 6 V1 1 5 PfQIUIf?b &267 5 Al2JAaNT TO OTH P PPOMPM5 5H&U P 48" IN &CAHT ON IN5f&XION, AL1. TM5 rp\OVVn p M,,IMMP V,U,A, APJAC Nf TO OV' P, PPOM\ Y; 238 Lf, PIV, Y 20 -- 12 TP\5 p QUlp n L TP\ 5 pl?OVMP INT,p101? T12 I\QURMNT5 1997 5,F,V,U,A, PIV, COY 15 - W3 5f, PTQUlp b IMT10p LANb5CAP AI\A XC P5 800 5,F, 533 PIV, Y 100 - 511?5 p QUlp n A.L V5 ppOVMP 511, COM\A6 ACp A61 5F OFFICE A\AS 10.0264 1152 NffHOU5 Ap A5 0.0496 2160 C IJLPIN61'01' Al. 0.0760 3312 ppOP. ?MP Ap A 0,1836 7997 PP\0K 5MW& K5/ PA195 0,0145 625 TOM, IM PNIOU5 0.2759 11954 RM AP\W OM 5PAC 0,1852 8066 fofAL 11 04591 20000 ALL LANI75CAK MATSPIAL TO CAS PLA, # I OP f3 fV PAHIA 5012 A5 MQUIM\ P MALALSUCA OR SUCALYPTU5 MULCH (NO CYPP555) A5 PSQUIeP TO 3" THIaMN 55 MINIMUM IN ALL PLANT nP5 DULLY AUTOMATIC IRPIGAVON 5Y5TSM TO PPOVIP7 1007. COVSMA IN 15 MPH WIMP Al PROHIPI SP 5PSCI55 SHALL P5 RSMOVSP PROM 51 S PPIOR TO 155UANC5 OF CMFICATS 9 OCCUPANCY INCLUPING ALL 'PLSPPC' LI5TSP 5PSCI55) 48 HOURS BEFORE DIGGING CALL TOLL -FREE 1-800-432- 4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC UNDERGROUND UTILITIES NOTIFICATION CENTER ISEO WORK ECTIONS ORS THAT: CEP, TO ,,qi:: rL CT?ONIC 5FA, AF1XEP 3Y AUTHOR 1122. 2017 12,1,2016 111.6.2017 I r rid- 1 17M 1121,2016 WWN: WAF GC0n: 5CA4 I" a 20' PROXCf NO. 16- 050