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HomeMy WebLinkAboutProject Information, ERIN CHANDLER 6002 CITRUS AVE, FORT PIERCE FL 34982 RECEIVED MAR 0 5 2020 ST..Lucie County, Permitting n VACINITY MAP NTS ��_ gIns l .AERIAL VIEW I"` NTS PROJECT INFORMATION SHEET INDEX AUTHORITY HAVING JURISDICTION COVER PAGE T.01 BUILDING: CITY OF BOYNTON BEACH ROOF PLAN & PV LAYOUT S.01 DESIGN SPECS WIND EXPOSURE: B ATTACHMENT DETAILS S.01 WIND SPEED (MPH):160 EELLEE ST.LUCIE COURTYCTRICAL SLD E.01 GOVERNING CODES PLAN REVIEW BUILDING: FBC 2017---------LABELS L.01 ELECTRICAL: NEC 2014 gLDG: FIRE: 2015 NFPA (STRUCTURAL) IIATE D.01 • D.03 SYSTEM .*P,ASHEET ELE HEET (ELECTRICAL) D.04 SIZE (KWDC): 8.68 DATE: # PANELS: 28 PANEL: MISSION 34UMB• INVERTER: VOLTAGE: SE7600H-mTE:_ FILE copy 120/240 MECH: DATE: ,"11111111111j, I N. Rpe��. ,. ��GENSF..Vt9% CONTRACTOR I CVC57054 UNAUTHORIZED USE OF THIS t!ORD• HATE I BYI VER DESCRIPTION T 0 w ERIN CHANDLER PLANET SOLAR SOLUTIONS DRAWING SET WITHOUT - 94.15.20M.D. 01 INITIALDESIGN . I WRITTEN PERMISSION FROM - PAPER: 6002 CITRUS AVE, FORT PIERCE FL 34982 ..",� 4371 NORTHLAKE BLVD STE 185 �TPlanetSolar CONTRACTOR IS IN VIOLATION � SIPTJE�OD •' ARCHB OF U.S. COPYRIGHT LAWS AND � `•. PH:561250-7652 WILL BE SUBJECT TO CIVIL n �g�Q ,��,, SCALE: PROJECTID• nvsgncFAAA.ass 01 AK=Qnl ADenl IMn Klc nnnn DAMAGES AND PROSECUTIONS. Scbr iDF��,a .���` NTS Is ��11�et ���� a� ... ^� r. <, ,;: - .. ,�- �.,-,. �' � r BOUNDARY I f&P PI AN NS PIEI CANTELeA M-7 H 11151 r RAIL CONNECTOR INN-110110111 oil 'I �111111 oil I Iloilo 1111 11111sumbt■11e1ismal NI 4 WNMOFN IRONRIDGE STOPPER SLEEVE LTA (28) MODULES 1V C�c PAI PV.M000IE C 7 CROSS PIPE - 7 PIER PIPE - ,. ENGINEERED — FOUNDATION LADE NS PIER SPACING r-w ERIN CHANDLER 6002 CITRUS AVE, FORT PIERCE FL 34982 011520SE8.68-PSS INTERCONNECTION PNL SOLAR AC DISCONNECT M METER INVERTER IRONRIDGEUNWERSAL FASTENING OBJECT IRONRIDGE RAIL PLANET SOLAR SOLUTIONS 4371 NORTHLAKE BLVD STE 185 PH:561250-7652 MIN I UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIO1 ATIO OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS 7 PIPE SCH 4D STEEL iaialQlv`•: �\CENSF•�'iPOi Z CO ' No 81 50 •'.2 E F RECORDL l .0 9 T OF : 44 GENERALNCTES: 1.1. DESIGN CONFORMS WITH M17 BUILDING CODESTH EDITIONCRITEm FOR 16 PHWIND FORCES PER ASCEISEI 7-10 MINIMUM DESIGN LOADS FOR BUILDING & OTHER STRUCTURES 12. WIND EXPOSURE FACTORS 1.3. RISK CATEGORY IL IA. IRONRIDGEXRIDD0 RAILSHALL BE USEDTO MOUNT PV MODULES 1.6. XR10M RAIL CANTILEVER 6HALLBE 3'-70R NO MORE THAN 40%OF TOTAL SPAN. I.B. PIPE CANTILEVER SHALL BE7.4. OR NO MORE THAN 40%OF MAX E-WPIER SPACING. 1.7. MODULES SHALL BE FASTENED USING MID-CLAMPSAND STANDARD END CLAMPS. I.B. CONTRACTOR SHALL CHANGIRADJUSTTHIS PLAN TO SATISFY FBC, AHJ, JOBSITE CONSTRAINTS AND OEM DOCUMENTATION AND NOTIFY ENGINEER OF RECORD. I.D. E.W PIER SPACING SHALL BE MAX 6-D• OCAND NS SPACING SHALL BE TA• OC. 1.10. 2• PIPE SHALL BE SCH 40 STEEL MOUNTING NOTIS: I.I. EACH MODULE SHALL HAVEA MIN OF (4) CLAMPS 12. EACH MODULE SHALL MOUNT TO IRONRIDGE XR1000 RAILS 1.3. IRONRIDGE XRIM RAILS SHALLMOUNT TO STRUCTURE PER ATTACHMENT DETAILS IA. DIAGONAL BRACING NOT REQUIRED m •�.1L'O CONNECTOR 7 TOP CAP aPPEPRINW MKL H PIPE FITTING OOum-` PV MOOUIE FRAME IRONRIDGE UNIVERSAL FASTENINGOBIECT V OEiA1L YN CUYP PLAN IRONRIDGE RAIL PV MODULEFRAME IRONRIDGE UNIVERSAL FASTENINGOWECT IRONRIDGE STOPPER SLEEVE &DE»ILFHccuYPPUN 47�t'117a1 i= I•m:'•.Yi�a� fERI DESCRIPTION 01 INITIAL DESIG R Co-PPEgRWGS DETNI T,OV GPV IRONRIDGE UNIVERSAL FASTENING OBJECT PV MODULE FRAME IRONRIDGE RAIL &DUAILMC fflC IRONRIDGE STOPPER SLEEVE IRONRIDGE UNIVERSAL FASTENING OBJECT PVMODULE FRAME IRONRIDGE RAIL O.@1I14QIDCUJIPPPOM .01 ARCHB NTS GENERAL 1.1. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH NEC 2014 AND FBC 2017 REQUIREMENTS AND EQUIPMENT INSTALLATION INSTRUCTIONS NOT SPECIFIED IN THIS PLAN. 1.2. CONDUCTOR TYPES SHALL MEET THE REQUIREMENTS SET FOURTH IN NEC 310.10 BASED ON INSTALLATION LOCATION. 1.3. DIRECT -CURRENT PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUITS INSIDE A BUILDING SHALL BE CONTAINED IN METAL RACEWAYS 690.11(G). 1.4. ALL EQUIPMENT SHALL BE LISTED PER NEC 690.4(D). 1.5. CONDUCTOR SIZING IS BASED ON RACEWAYS NOT EXPOSED TO DIRECT SUNLIGHT UNLESS STATED OTHERWISE. 10% OF CIRCUIT LENGTH CAN BE EXPOSED. DIRECT SUNLIGHT UP TO LOFT, NEC 310.15(A)(2). 1.6. PV SOURCE AND OUTPUT CIRCUIT CONDUCTORS ARE SIZED BE EXPOSED TO DIRECT SUNLIGHT GREATER THAN 10% OF THEIR LENGTH WHEN INSTALLED IN RACEWAYS Y:° OR GREATER ABOVE ROOF. ADJUSTMENTS ARE BASED ON MAX STRING CURRENT OF 15A, 35C AMBIENT TEMPERATURE, NEC 316.15(B)(2)(A) AND 310.15(B)(3)(6). SYSTEM SPECIFIC 2.1. THE OUTPUT VOLTAGE OF THE OPTIMIZERS ARE REGULATED BY THE INVERTER AND ARE NOT IMPACTED BY THE NUMBER OF MODULES IN THE STRING. THE CONTINUOUS CURRENT OF A SINGLE STRING IS EQUAL TO THE MAXIMUM OUTPUT CURRENT OF THE OPTIMIZER OF 15A. 2.2. THE INVERTER IS EQUIPPED WITH A RAPID SHUTDOWN FEATURE WHICH CONFORMS TO NEC 690.12 (2014). 2.3. THE INVERTER IS NON -ISOLATED AND UNGROUNDED. NEITHER THE NEGATIVE NOR POSITIVE CONDUCTOR IS GROUNDED AND HAS A COMMON AC AND DC EQUIPMENT GROUNDING TERMINAL THEREFORE NO DC GEC IS REQUIRED. 2.4. UTILITY CONNECTION IS MADE ON LOAD SIDE OF SERVICE DISCONNECT IN ACCORDANCE WITH 705.12(D)(2)(3)(B). 2.5. INTEGRATED DC DISCONNECT IS PROVIDED WITH INVERTER. GROUNDING 3.1. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC ARTICLES 250 & 690. 3.2. PV MODULES SHALL BE GROUNDED TO MOUNTING RAILS USING MODULE LUGS OR RACKING INTEGRATED GROUNDING CLAMPS AS ALLOWED -BY LOCAL JURISDICTION. EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 250.120(C). 3.3. EQUIPMENT GROUNDING CONDUCTORS SHALL BE SIZED ACCORDING TO NEC ARTICLE 690.46, AND BE A MINIMUM OF #10 AWG WHEN NOT EXPOSED TO DAMAGE, AND #6 AWG SHALL BE USED WHEN EXPOSED TO DAMAGE. I� GENERAL NOTES MAKE SOLAREDGE MODEL P320 INPUT POWER 320 W MAX INPUT VOLTAGE 48 V MAX INPUT CURRENT 13.75 A MAX OUTPUT CURRENT 15 A MAX STRING POWER 16000 W n OPTIMIZER RATINGS MAKE SO LAREDGE MODEL SE760OH-US MAX INPUT POWER 11800 W MAX INPUT VOLTAGE 480 V NOM INPUT VOLTAGE 400 V MAX INPUT CURRENT 20 A NOM AC VOLTAGE 240 V MAX AC CURRENT 132 A NOM AC POWER 17600 W �1 VV INVERTER RATINGS_ MAKE MISSION MODEL MSE310 RATED POWER 310 W VMPP 33.17 V IMPP 9.34 A VOC 40.12 V ISC 9.76 A n MODULE RATINGS # MODS 28 #INVERTERS 1 # STRINGS/INV 2 MIN STRING SIZE 8 MOD MAX STRING SIZE 19 MOD STC DC RATING 8.68 KW AC.OUTPUTRATING 7.6, KW DC/AC 114 % MPP CURRENT 20.00 A I��l SYSTEM ID RUN VOLTAGE M CURRENT (A) VD (%) LENGTH CONDUCTOR SIZE WKFT CONDUIT SIZE #CCC EGC OCPD TERM (C) TEMP ADJ FILLADJ BASE AMP DERATED AMP A STR-JBOX 400 10.85 1 149 PVWIRE #16 1.24 FREEAIR NA 4 #10 NA 75 0.96 1 35 35 B JBOX - INV _ 400 10.85 1 149 THHNITHWN-21 PV WIRE #10 1.24 PVC/EMT/FMC MIN 3/4" 4 #10 NA 75 0.96 0.8 35 36.72 C INV- DISC 240 32 1 76 THHN/THW0 #6 0.491 PVC/EMT/FMC/NMLT MIN 314" 3 #10 40 75 0.96 1 65 65 D DISC - PCC 240 32 1 76 THHNITHWN-2 #6 0.491 PVC/EMT/FMC/NMLT MIN 3/4" 3 #10 40 75 0.06 1 65 65 CALCS BASED ON MAX CONDITIONS. CIRCUIT LENGTH BASED ON 1 % VOLTAGE DROP. SEE NOTE 1.6 FOR RACEWAYS INDIRECT SUNLIGHT. 'CCC:CURRENT CARRYING CONDUCTORS I�� I CONDUCTOR SCHEDULE UV 01 819 BE P320 A: #10 PV WIRE, 600V RATED EGC BOND POINT - AT ROOF ARRAY RACKING SYSTEM, NOTE #3.2. n ELECTRICAL LINE DIAGRAM ERIN CHANDLER 6002 CITRUS AVE, FORT PIERCE FL 34982 01 JBOX 08 -19 MODS B INVERTER 1 4371 NORTHLAKE BLVD STE 185 �IanetSolar PH:561250-7652 ti UNAUTHORIZED USE OF THIS: DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATION OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS, 1 PH LOCKABLE FUSED AC DISCONNECT,120/240V, MIN 60A W 40A FUSES, NEC 230.79 .Q�t'•.�.G E M SF• tis Co. No 8125_%, •'• I.- -- WITHIN 10 FT DATE BY VER DESCRIPTION 01.1520 M.D. 01 INITIAL DESIG' JEXISTING 150A 120/240VMAIN PNL W/ 100A MAIN BREAKER LOAD SIDE TAP 1 If ON OPPOSITE END OF BUS FROM SUPPI (150A-125A)+(20%*15( =55A RE: NOTE 2.4 EXISTING GROUNDING. ELECTRODE E.01 OLAR SYSTEM POWERED BY PLANET SOLAR SOLUTIONS PH:561 250-7652 PLAN ETSOLARS OLUTIONS. COM LOCATION: ADJACENT TO MAIN SERVICE DISC, NFPA 11.12 PHOTOVOLTAIC DISCONNECT ILOCATION: EACH DISCONNECT, NEC 690.13(B),NFPA 11.12 I MPP CURRENT 20.00 A MPP VOLTAGE 400 V MAX VOLTAGE 480 V MAX CURRENT 30 A LOCATION: DC DISCONNECT, NEC 690.53 LOC: MARKINGS SHALL COMPLY WITH NEC 690.31(E)(3), 690.31(E)(4) AND NFPA 11.12 AND SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES AT LEAST EVERY 10 FEET; AT TURNS AND ABOVE/BELOW PENETRATIONS AND ALL JUNCTION BOXES. GENERAL 1.1. LABELING REQUIREMENTSBASEDON NEC 2014 &.NFPA 2015. 1.2. MATERIALS USED ARE SUBJECT TO THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. 1.3. LABEL MATERIALS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT. 1.4. LABELS SHALL BE A MINIMUM LETTER HEIGHT OF 3/8" AND PERMANENTLY AFFIXED. PHOTOVOLTAIC AC DISCONNECT AC OUTPUT VOLTAGE 240 V AC OUTPUT CURRENT 32 A LOCATION: AC DISCONNECT, NEC 690.54 WARNING: DUAL POWER SOURCES. SECOND SOURCE IS PV SYSTEM I LOCATION: POINT OF INTERCONNECTION, NEC 705.12(1))(3) I ENg16 ti0:: NO 81250 2 ERIN CHANDLER CONTRACTOR I CVC57054 UNAUTHORIZED USE OF THIS DRAWING SET WITHOUT WRITTEN PERMISSION FROM CONTRACTOR IS IN VIOLATIO OF U.S. COPYRIGHT LAWS AND WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECUTIONS. £ COR[1 ATE BY VER DESCRIPTION L.01 . 0 w 1 PLANET SOLAR SOLUTIONS "' 4371 NORTHLAKE BLVD STE 185 *PIanetSolar PH:561250-7652 PLANETSOLARSOLUTIONS.COM -O' T E LL •• • ��� • • ••: �t 1�.' • 01.15.20 M.D. 01 INITIAL DESIGN 6002 CITRUS AVE, FORT PIERCE FL 34982 PAPER: ARCHB q�� ?6P _ SCALE: NITS PROJECTID:011520SE8.68-PSS /%r IRONRIDGE VIA XR1000 Rail RalSectbn Prone lei property V olue Total Cross -Sectional Area 0.807 h? Section Moduk-s (X-axlsl 0.530 w Moment of Inertia %! 0.643ln� Moment of Inertkr -axls 0.182 W Torsional Constant 0.436W Polar Moment of Inertia 0,930 h4 Clear Port Black Part Descrpti0n/Len gth Material We10hi Number Number XR-1000.132A I XR-1000.132B I XRIWO, Ral I37 11 Feet 6000Series AlumNlum 10.970m. 13.96 Bis. XR-1D00-168A I XR-I000-1688 I XRI000Ra1168'f1AFee1J XR-1000-204A XR-1OOD-2048 00 XR10Rc1204" 17Fse1 16.95 Bx. AW IRONRIDGE x1.0 Bonded Rail Connector ;,3 1w Item _Numbs Component ft In KR 1 RAIL 2"PIPE ATTACHING BRKT 1 2 UBOLT, CUSTOM SGA PIPE 1 3 WASHER, FLAT 3/8 GALV 2 4 WASHER -LOCK 3/8 GALV _ 2 5 NUT, HEX 3/8-16 GALV 2 6 BOLT. BOND 3/8-16 X 75 LG SQ HEAD 2 7 NUT, FLANGE HEX 3/8-16 SS 2 Pmt Number DescWon GM-BRC-002 GROUND MOUNT BONDED RAIL CONNECTOR-2" GM-BRC-003 I GROUND MOUNT BONDED RAIL CONNECTOR-3" 1) Rail, Pipe Attaching Bracket 2" Bracket 2.75 3.0 G J 6.5 —►1 20 r— o e a ue Materal Alu lnum Finish Mill 3" Bracket 3.9 .19�t� 3.0 6.5 +{ 2.0 �+— ProD i Value Material 1 Aluminum finish I Mill ERIN CHANDLER CONTRACTOR CVC57054 UNAUTHORIZED USE OF THIS: * E OF COR DATE I BY I VER DESCRIPTION D"01 PLANET SOLAR SOLUTIONS DRAWING SErwITHOUT 01.15.20M.D. 01 INITIALDESIGN - WRITTEN PERMISSION FIR r ir C PAPER: 6002 CITRUS AVE, FORT PIERCE FL 34982 4371 NORTHLAKE BLVD STE 186 -bPlanetSo CONTRACTOR IS IN V10LATI0 S T ; <[/� ARCHB ar OF U.S. COPYRIGHT LAWS AND A. i PH:561250-7652 WILL BE SUBJECT TO CIVIL I, vpte f SCALE: PROJECT ID' n1 nF2nSFn eR-pFR DI entcTent eocnt Irrtnnre r•nen DAMAGES AND PROSECUTIONS. iI;'_S/„ gA129D..% NTS 11 /lr IRONRIDGE Top Cap 3 1 2 4 5 e 6 Item N_ umber Component fily In KO Prat Number - DesulpNon - 70-02005GA SGA TOP CaP of 2, bx'll 76030aSGA SGA TOP Cap at 3", Mrs ' - Value Property sue Material ALMAG 535 ERIN CHANDLER _ PLANET 6002 CITRUS AVE, FORT PIERCE FL 34982 4371 NORTHLAKE BLVD STE 185 PH:561250-7652 , li Mi-- Ic SYrrl.t rg k �S r e s l� ran 6 f �04 r o-,:si 4t� 5224 South 39th Street, Phoenix, Arizona 95040 tel: (602) 438.2500 fax: (602) 438-2505 ROaR91316 w .smleng.ccm IronRidge October 15, 2018 28357 Industrial Boulevard Page 1 of 52 Hayward, CA 94545 Attn: Mr. Corey Geiger, VP New Markets, IronRidge Inc. Subject: Ground Mounting System— Structural Analysis —4Module Dear Sir: We have analyzed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCEISE17-10 Min. Design Loads for Buildings & Other Structures Florida Building Code, 2017 6'h Edition Other. AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC-ES Aluminum Design Manual, 2015Edition IronRidge Exhibit EX-0001 The structure is a simple column(pier) and beam (cross pipe) system The piers & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or Allied Mechanical Tubing. Please refer to Exhibit EX-0001 for approved pipe geometry and material properties. The tops of the piers are connected in the E-W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary IronRidge XR1000. Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. There are typically two rails per column of modules. The modules are clamped to the rails by the IronRidge Module Mounting Clamps as shown in the attached Exhibit. Gravity loads am transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when,diagonal braces are provided, a braced frame. The effect of seismic loads (for all design categories A-F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N-S direction is T-V. The pier spacing in the E-W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load The governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier. Simplified Load Tables 1 A-F & 2A-F are included herein for reference. More comprehensive information covering all load combinations is available at the IronRidge website, IronRidge.com Starling Madison Imfquist, Ina Consulting Structural and Forensic Engineers UNAUTHORIZED USE OF THL' DRAWING SET WITHOUT WRITTEN PERMISSION FROR CONTRACTOR IS IN VIOLATIO OF U.S. COPYRIGHT LAWS AN WILL BE SUBJECT TO CIVIL DAMAGES AND PROSECLITIOD l N• R" 04 CENS� of PAPER: ARCHB NTS m v m v 0 0 `m 64 v rn 0 0 N O � y i m N m Z 1A T = 0. A Z m v n m m N r.01 W N m f•. P w aJ Tij b 56 0. Z = w V z CE Z O m N z m z64 O N co N O 6 cc O m $ A r O r O � C z co m /z �l V/ D O O C G)P-07J�D2 Nmooi�p ZZC<p mG7p vt m !; MCnm ooG —w C: 4pl��ZN N mosozo s.ZsA�m z q �11161 m a •.2 '.� cn v 2. ?= G o m i 1 'I ��0�\ W 7i rA 1111111 I O' y $ g m o J 0 �• m � A N (n] 7 m O _I y r m N -i d z Z p W Q b yq� i 0 N H U r 1n y -0Zo Q ;at .Q N m A o�p $$ I � G GIG�GG��� 11 o�G SI 9E�G CI�GC. 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