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HomeMy WebLinkAbout22-4034Issue Date: 05/06/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of is times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. !111 11110111FIR1111 I PIT11211 III 1 11 1 1 11 11 ME= Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 's I 1z *rl [A ;= CONTRACTURE TOR PE IT OFFICE[) -.E'ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I 3 813-780-0020 City of Zephyrhills Permit Application ZAIV Fax-813-780-0021 Building Department Date Received Phone Contact for Permittinn g -F-Y-T i P i i i I I I I I IF I I I I I I I N I IJL-.L -A-JL-L Owner's Name U'j i i I C't vy') Owner Phone Number Owners Address[ it s L'� C I' A_")'0_ Lf Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 62- C'111( LOT iZVC�_V- PARCE L EL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR Comm OTHER F7_7� �t � TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK yv�'+AI I (Z4 nlel'.Q�' (:4�- BUILDING SIZE SO FOOTAGE HEIGHT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UILDING 1$ VALUATION OF TOTAL CONSTRUCTION T LECTRICAL AMP SERVICE PROGRESS W.R.E.C. Ir =PLUMBING =MECHANICAL r== VALUATION OFMECHANICALINSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Address License#[ — ELECTRICIAN COMPANY (-C)/') C SIGNATURE REGISTERED _LYIN JFEE _CURREN c Address License# LC_v _S PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License #F— MECHANICAL COMPANY E SIGNATURE REGISTERED ;;N; FEE CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED Y d N—FEE CURREN Address License# RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & I dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction, Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways..needs ROW Current Renewables Engineering OEM= Attn: To Whom It May Concern, Project Address: 3212 NUBBIN RIDGE LIB', ZEPHYRHILLS, FL 33540 USA Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), 1, Methode Maniraguha,PE (# 85003) an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and electrical components are designed and approved using the code requirements and standards contained in the Florida Building Code. If you have questions regarding this matter, please do not hesitate to contact me directly. Sincerely, Prepared by: Current Renewables Engineering Inc. 196o (.','hicagoXNe, Sttite D15, -Mverside, Ct% 92507 w,tv-%,%,.citrrentrenewableseng.com 11951-2-54-5655 ICUS 'XPERIENC-E NIEGRITY FIROFEI SSONT.,kLISM' MOMER E �����~������ ����^ o ��vx� �� bill, ���� �������������==�� Engineering ����Kneeri ng 2/1/2022 Attn.: To Whom It May Concern Afield observation was performed tmdocument the existing framing ofthe above mentioned address. From the field observation, the existing roof structure was observed as: ROOF 1: Shingle roofing supported by 2x4 Rafter @ 24 in. 0Cspacing. The roof issloped at approximately 23degrees and has amax beam span of10ftbetween supports. Design Criteria: [ode: ZU20FLBuilding Code 7thEdition (ASCE7-16) ..`.' - UkWind Speed: I38mph Ground Snow: ,Opsf Exposure Cat: D Min Roof Snow: NApd After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes, the existing roofframin8supporting the proposed solar panel layout has been ' determined to be: ` - , ROOF1: adequate to support the imposed loads. Therefore, no structural upgrades are required. 2J1J2022 Attn.: To Whom It May Concern re job: WILLIAM FQW 3212 NUBBIN RIDGE LN, ZEPHYRHILLS, FL 33540 � �T Current u��ii. e:na` w ab' e s Engineering i� t No.85003 W. °ATE OFt P:2t2872023 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Current Renewables Engineering Inc. Professional Engineer projects @creng.solar '19YCh',oago,.� eS.:i '"'i..I te D15, [Y ivS # £d: t§- 7 'pdc `.'i{`L,<t, i�.•`t .,.}a ,Vi.dKaEf Y'k"'r3rF.,iizi4 i5 „_f?E,,�.:�';t55 ((p � . ..T.Oj§, t§-.l faxtl?. Job Code: WILLIAM FOW Current 2 of 6 Renewables .F Engineering Roof Type = Shingle Roof Pitch (deg) = 23 Mean Roof Height (ft) = 13 Attachment Trib Width (ft) = 1.65 Attachment Spacing (ft) = 4 Framing Type = Rafter Framing Size = 2x4 Framing OC Spacing (in.) = 24 Section Thickness, b (in.) = 1.5 Section Depth, d (in.) = 3.5 Section Modulus, Sx (in.^3) = 3.1 Moment of Inertia, Ix (in.^4) = 5.4 Framing Span (ft) = 10 Deflection Limit D+L (in.) = 2 Deflection Limit S or W (in.) = 1.33 Framing Upgrade = Adequate Sister Size = NA Wood Species = DF #2 Wood Fb (psi) = 000 Wood Fv (psi) = 180 Wood E (psi) = 1600000 C, (Wind) = 1.6 CD (Snow) = 1.15 CM Ct-Ci =Ci= 10 CF = 1.5 Cf. = 1.00 Cr = 1.15 F'b_wind (psi) = 2484 F'b_snow (psi) = 1785 F'v_wind (psi) = 288 F'v snow (psi) = 207 M_allowable_wind (lb-ft) = 634' M -allowable snow (lb-ft) = 456 V_allowable_wind (Ibs) = 1008 _ V--allowable snow (Ibs) - 725 _ (psi) ® 1600000 Load Calculation: _ Job Code: WILLIAM FOW t 3 of 6 Curren Renewables Engineering Panels Dead Load (psf) = 3.0 Roof 1 Roofing Weight (psf) = 3,0 Decking Weight (psf) = 2.0 Framing Weight (psf) = 0.6 Misc. Additional Weight (psf) = 1.0 Existing Dead Load (psf) = 6.6 Total Dead Load (psf) = 9.6 �1' 0 � �41 �� Ultimate Wind Speed (mph) = 138 Directionality Factor, kd = 0.85 Topographic Factor, kzt = 1'0 Roof 1 Velocity Press Exp Factor, kz = 030 Ground Elevation Factor, ke = 1.00 Velocity Pressure, qz (psf) = 29.0 Array Edge Factor, VE = 1.25 Solar Equalization Factor, ya = 0,70 External Pressure Up, GCp_1 = External Pressure Up, GCp_2 = -2.2 External Pressure Up, GCp_3 = -2.3 External Pressure, Down, GCp = 0.6 Design Pressure Up, p-1 (psf) = 73&1 Design Pressure Up, p_2 (psf) -55,9 Design Pressure Up, p-3 (psf) = -58.4' Design Pressure Down, p (psf) = 16,0 Hardware Checks: Lag Screw Checks: ROW Ref. Widthrawal Value, W (lb/in) 266 (Cm = Ct = Ces = 1-0) CD = 1.6 Adjusted Widthrawal Value, W'(Ib/in) = 426 Lag Penetration, p,(in.) = 2.5 Allowable Widthrawal Force, W'p (Ibs) = 1064 Applied Uplift Force (lbs) = -170 Uplift DCR = 0.16 1960 Chv'a,,go, Ave, Swte 015, ffiver�,';Ide, CA 925 NTR'34NUTY N�' (A�ESS,�ONAUSM i J, Sl 0 NPI, E R X I R I E N OE Current Renewableta Engineering Ref. Lateral Value, Z (Ibs) = 270 (CM = Ct = CA = C'O = 1-0) CD = 0.9 Adjusted Lateral Value, Z' (Ibs) = 243 Applied Laeral Force (Ibs) = 8 Angle of Resultant Force, ot (deg) = 87 djusted Interaction Lateral Value, z', (Ibs) = 1057 Lateral DCR = 0.01 Force Checks: I-Cl: D+S Job Code: WILLIAM FOW 4 of 6 Applied Moment (lb-ft) = 240 Applied Shear (lbs) = 96 Allowable Moment (lb-ft) = 456 Allowable Shear (lbs) = 725 Moment DCR = 0.53 Shear DCR = 0.13 LC2: D+0.6W Applied Moment (lb-ft) = 480 Applied Shear (Ibs) = 192 Allowable Moment (lb-ft) = 634 Allowable Shear (Ibs) = 1008 Moment DCR = 036 Shear DCR = 0.19 LC3: D+0.75(S+0.6W) Applied Moment (lb7ft) 420 Applied Shear (lbs) 168 Allowable Moment (lb-ft) Allowable Shear (Ibs) = 1008 Moment DCR = 0.66 Shear DCR = 0.17 LC4: 0.6D+0.6W Applied Moment {Ib-ft) = 428 Applied Shear (Ibs) = 171 Allowable Moment (lb-ft) = 634 Allowable Shear. (lbs) = 1008 Moment DCR = 0.67 Shear DCR = 0.17 i, hicago Ave", I Ch 0 11"', kiveusde, rzip,, 9 5'25 5 "t '6 1,5 5 11" '11 F y PS`( SM STO N01,, P1T4I"(-1ROES,NAUU14 fXr.ER I E N E. Deflection Checks (Service Level): 1� Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Deflection (in.) = Deflection Limit (in.) = Deflection DCR = Current Renewablies Engineering I I 11. LC4: W (Up) Deflection (in.) = -0.84 Deflection Limit (in.) = 1.33 Deflection DCR = 0.63 Seismic Check: Job Code: WILLIAM FOW 5 of 6 Wall Weight (psf) = 17 Tributary Wall Area (ft) = 1000 Total Wall Weight (Ibs) = 17000 Roof Weight (psf) = 7 Roof Area (ft') 2400 Total Roof Weight (Ibs) = 15844 Total Existing Weight (lbs) = 32844 Additional PV Weight: Total Additional PV Weight (Ibs) = 926 Weight Increase: (Existing W+ Additional W)/(,ExistinRW) = 103% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits, of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at 1 51 f, - 2 54, 5 1 NIT RO'YC"WIER EXPEfFOIEN,(11" Job Code: VV|UUAMFOVV �~l/���»y�� 6nf6 Current ~°" °� � ��en������b���� Engineering �~,, � ��) � time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PVinstallation referenced inthe stamped p|ansetand were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work, All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement, Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. ` ` ^ ` l'AbO UniCmgc- kv�011,5� r's6de, C, A����Y �wmw.uI � mf,211trmm���He "",mng," ct�,--rn' 2 51-1,.5161 5 _UNTE�TY � � C&67�K����M������� ^ ~ — ` 17 MODULES -ROOF (N) 17 - HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W) MODULES (N) 17 - ENPHASE ENERGY IQ7PLUS-72-2-US MICRO -INVERTERS (N) JUNCTION BOX (E) 200A MAIN SERVICE PANEL WITH (E) 200A MAIN BREAKER (N) 60A FUSED AC DISCONNECT (N) ENPHASE IQ COMBINER BOX 3 DESIGN CRITERIA: ROOF TYPE: - ASPHALT SHINGLE NUMBER OF LAYERS: - 01 ROOF FRAME: - 2" X4" RAFTERS @a 24" O.C. STORY: - ONE STORY SNOW LOAD: - 0 PSF WIND SPEED :- 138 MPH WIND EXPOSURE:- B GENERAL NOTES. 1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE (7TH EDITION) & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. LAG SCREW DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON SOUTHER YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF RAFTERS AS EMBEDMENT MATERIAL: 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIA ROOFS, CONSIDERING FROM.A 7 TO A MAXIMUM 23° (5/12 TO A MAXIMUM 7/12 PITCH) ROOF IN SCHEDULE. CONTRACTOR TO FIELD VERIFY THAT MEAN ROOF HEIGHT DOES NOT EXCEED 30'-0". 4. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES, 5. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS, PADS, ETC OR SIMILAR: 6. ALL ALUMINIUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS OTHERWISE NOTED. 7. ALL LAG SCREW SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8. ALL SOLAR RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS, 9. CONTRACTOR SHALL. ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE (7TH EDITION) OR LOCAL GOVERNING CODE SHEET INDEX PV-0 COVER SHEET PV-1 SITE PLAN WITH ROOF PLAN PV-2 ROOF PLAN WITH MODULES PV-2.1 ATTACHMENT PLAN PV-3 ATTACHMENT DETAILS PV-4 BRANCH LAYOUT PV-5 ELECTRICAL LINE DIAGRAM PV-6 ELECTRICAL CALCULATION PV-7 WARNING LABELS PV-8 ADDITIONAL NOTES PV-9+ EQUIPMENT SPEC SHEETS I b GD FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB.#CVC 57127 =mail JosephCmfloddaelectrlcandsolarcor, REVISIONS DESCRIPTION I DATE I REV 1NI T IAL RELEASE 102/01/2022 URA °.�'� ,Ce IMAVf�q����� ' N0.85003 I ATE OF 441 P:212812023 PROJECT NAME 1w ID 8 �— $ of .�. �- CL w f� Ill, < 0 SHEET NAME COVER SHEET jjjkjrjI2jWAVMjVAW# W W, - NOW al (N) 3/4" OR GREATER EMT CONDUIT RUN (7/8" ABOVE ROOF) (N) ENPHASE 10 COMBINER BOX 3 (N) 60A FUSED AC DISCONNECT (E) 200A MAIN SERVICE PANEL kMTH (E) 200A MAIN BREAKER (E) UTILITY METER C. v 1� ONE-STORY HOUSE ( ORI,b u 0 9 FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA. FL 33602 CSLB. #CVC 57127 email. Joseph@floridaelectricandsolar.cor REVISIONS DESCRIPTION f. DATE REV REV INITIAL RELEASE 210112022 UR v2v A M �//� / /Z Z� 4(/ No85003 �ArEOLF ZZ 0 ..'4' N ONAL ////I I II I W P�2/2812023 PROJECT NAME < C:) c/) W Z Z) c\j C:) (E) FENCE Lr) 0 Z 0 u— LL <0 z CD co (N) JUNCTION BOX co ROOF #1 _3 9"6', (17) HANWHA Q.CELLS Q. PEAK DUO Z BLK-G6+ (340W) MODULES c\1 C\J >— ROOF ACCESS POINT LLJ < N SHEET NAME SITE. PLAN WITH, ROOF PLAN SHEET SIZE ANSI B NOTE: 11" X 17" ALL ELECTRICAL EQUIPMENT, INVERTERS, DISCONNECTS, MAIN SERVICE PANELS, ETC, SHALL SHEET NUMBER NOT BE INSTALLED WITHIN T OF THE GAS METERS' SUPPLY OR DEMAND PIPING. Pv_ 1 MODULE TYPE, DIMENSIONS & WEIGHT ROOF DESCRIPTION \1 OR 16 1 ASPHALT SHINGLE U NUMBER OF MODULES = 17 MODULES ROOF TYPE ROOF EiDE X�— MODULE TYPE = HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W) MODULES ROOF ROOF AZIMUTH RAFTERS RAFTERS RI, TILT SIZE SPACING (9 MODULE WEIGHT = 43,9 LBS / 20.0 KG. #1 23- 115- __L2"x4- 24" O.C. FLORIDA ELECTRIC AND SOLAR MODULE DIMENSIONS = 68.5"X 40.6" = 19.31 SF UNIT WEIGHT OF ARRAY = 2.27 PSF 719 HARBOUR POST DR. ARRAY AREA & ROOF AREA CALC'S TAMPA, FL 33602 CSLB. #CVC 57127 BILL OF MATERIALS ARRAY ROOF ROOF email Joseph@floridaelectricandsolarcom EQUIPMENT DESCRIPTION ROOF #OF AREA AREA AREA iOTY MODULES (Sq. Ft.) (Sq. FL) COVERED BY RAIL 17 UNIRAC SM LIGHT RAIL 168" DARK ARRAY(%) SPLICE 10 BND SPLICE BAR PRO SERIES DIRK #1 17 1 328.32 780,78 42.05 !MID CLAMP 26 !UNIVERSAL AF SERIES MID CLAMP END CLAMP 16 1UNIVERSAL AF SERIES END CLAMP PHOTOVOLTAIC MODULES ATTACHMENT 56 1 UNIRAC FLASHKIT PRO HANWHA Q.CELLS Q. REVISIONS GROUNDING LUG 04 GROUND PEAK DUO BLK-G6+ DESCRIPTION DATE I REV 1 I (340M INITIAL RELEASE 02/01/20221 UR 70" 71, 2 cn "3 10" 71 7 '61 e MAAq o A Nci85003 1p *;0 0 AT EO F ) 3 \4� N NA1- 0-� \\\\ 00 (N) JUNCTION BOX �,�,00 01/1111P:2/28t2G23 17 PROJECT NAME(N) 3/4" OR GREATER EMT CONDUIT RUN 416 (7/8"ABOVE ROOF) -71s (N) ENPHASE 10 COMBINER BOX 3 C:) C/) (_o LIJ (N) 60A FUSED AC DISCONNECT Z ::) I'-- (E) 200A MAIN SERVICE PANEL C) c\j 0 WITH (E) 200A MAIN BREAKER' C) (E) ASPHALT SHINGLE ROOF (TYP.) UJ (E) UTILITY METER --------- op L0 0 c) C:) o 0 CD LL < (N) UNIRAC SM LIGHT RAIL U) T 0 (E) 2"X4"RAFTERS @ 24" O.C- (TYP.) F— W < D (0 LEGEND -13 (N) (56) UNIRAC FLASHKIT PRO Z, C( 7- ATTACHMENTS SPACED AT 48" O.C. -UM UTILITY METER >- c\I >- Fm 7sp MAIN SERVICE PANEL Cq Cq T z ROOF #1 ACD] - AC DISCONNECT uiCL (17N HANWHA Q.CELLS Q. PEAK DUO N < D CID BLK-G6+ (340W) MODULES - COMBINER BOX FJ 131 JUNCTION BOX SHEET NAME CHIMNEY ROOF ,PLAN -WITH VENT, ATTIC FAN MODOLES (ROOF OBSTRUCTION) SHEET SIZE - ROOF ATTACHMENT ------------ /4-RAFTERS ANSI B v NOTE: ACTUAL ROOF CONDITIONS AND RAFTERS (OR SEAM) 11" is 17" LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) - CONDUIT SHEET NUMBER Ou" F P L Pk N W I T H M 0" ru" U L E S INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR SALE: 3/32" = 1' FIRE PATHWAY CPV-2 -0" ATTACHMENTS ROOF LAYOUT NOTE ROOFSOLAR PANEL LAYOUT IS CONCEPTUAL, BUT AS PROVIDED, CONFORMS WITH THE REQUIREMENTS SET IN SHEET PV-2,1 CONTRACTOR MAY ADJUST PANEL LOCATION, w %jQ ZONE 3. SEE 2020 FLORIDA RESIDENTIAL CODE (7TH EDITION) FOR MORE DETAILS �W OPINION= ROOF SEALANTS SHALL CONFORM TO ASTM C920 ZONE 2r IS A 4 FT WIDE ZONE AND ASTM 6511, AND IS THE RESPONSIBILITY OF ALONG THE RIDGE THE CONTRACTOR TO PILOT DRILL AND FILL ALL HOLES. ALL DISSIMILAR MATERIALS SHALL BE SEPARATED WITH NEOPRENE WASHERS. PADS, ETC OR SIMILAR. ROOF ZONES UPLIFT (PSF) WIND ZONE 1 -210740 WIND ZONE 2e, 2r, 3 -29.2740 i 4 F I 6UUA?. #.�� ZONE 3 a oRlb FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 >mail. Joseph@floridaelectricandsolar con REVISIONS DESCRIPTION 1 DATE I REV INITIAL RELEASE 102/01/20221 UR I e MAN/, No.85003 0 %ATE OF PROJECT NAtAE ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINUM 6105-T5 UNLESS c:I OTHERWISE NOTED. ZONE 2e IS A 4 FT VVIDE ZONE LIJ ALONG THE SAVE ALL LAG SCREW SHALL BE ASTM A276 STAINLESS CD STEEL UNLESS OTHERWISE NOTED, _YP.) g (E" ASPHALT SHiNGLE ROOF (7 LJJ cf) 0 ALL SOLAR RAILING AND MODULES SHALL BE (D m 0 ZONE 0 D C) T INSTALLED PER MANUFACTURER INSTRUCTIONS. f 1 w c:) 0 CONTRACTOR SHALL ENSURE ALL ROOF LL 1 PENETRATIONS TO BE INSTALLED AND SEALED (N) UNIRAC SE, LIGHT RAIL 2 z PER 2020 FLORIDA BUILDING CODE (7TH EDITION) U) OR LOCAL GOVERNING CODE. — ----- (E) 2"X4" RAFTERS @ 24" O,C. (TYP,) c\I C0 < _j co NOTE TO INSTALLER: i (N) (56) UNIRAC FLASHKIT PRO NOTE FIELD ADJUSTMENTS CAN BE MADE TO AT SPACED AT 48" O.C. Z THE LAYOUT OF THE ARRAY T PLUMBING VENTS, SKYLIGHTS AND ROOF #1 CO z < MECHANICAL VENTS SHALL NOT BE W i I I I ll��.(17) HANVVHA Q.CELLS Q. PEAK DUO COVERED. MOVED. RE-ROUTED OR N DD RE -LOCATED. BLK-G6+ (340VV) MODULES < L NOTE: ACTUAL ROOF CONDITIONS ARID RAFTERS (OR SEAM) i �cO ,by LOCATIONS MAY VARY. INSTALL PER MANUFACTURER(S) INSTALLATION GUIDELINES AND ENGINEERED SPANS FOR ATTACHMENTS oT C & 5 t / 5 C �6 FLORIDA ELECTRIC AND SOLAR PN MODULES 719 HARBOUR POST DR. TAMPA, FL 33602 / CSLB.#CVC 57127 email: Joseph@flondaelectricandsolar,com G I REVISIONS FPS ASPHALT � DESCRIPTION DATE REV ASP {�} ALT INITIAL RELEASE 02/01/2022 UR SHINGLE ROOF ENLARGE VIEW ��MAIV/������ No. 85 003 O � O°. ATE OF ZZ (/------,\ATTACHMENT DETAIL SCALE: TS II P:21 ztzsrzozs l PROJECT NAME MID/END CLAMP 130 120 115 1 0 125 130 —0 Ljj SS SERRATED FLANGE NUT -- f\ 15 12e Pt/ MODULES, .�..,, c L jJ r E % 140 140 1ST C C. �` UNIRAC SM LIGHT IL e e �' �i C -. C.) °`p L-FOOT A 160 C�. 1 150 ' >' —3 Notes. Values are nominal design 3-second gust m7v wind. speeds in miles per hour (m/s) at 33 , ROOF J DECK MEMBRANE teg 1se � ft {I above ground for Exposure i cat- '"� 25 y _ 2. Linear interpolation between contours _ .... _.. ........ 2.5" ''MIN. is permitted, r r 3. Islands and coastal areas"auEside 'the'- �} �( �/' �y last contour shall use the last wind speed " SHEET NAME EMBEDMENT FLA! F [kIT P RO contour of the coastal area. 8� 4. Piountainmrs terrain, gprgas, ocean - ISO ATTACHMENT, TTR(JbLNT: pr•omontor-fas; amr spceiai. wed aegions', ` 1 + DETAIL ..- .. _. _. ... ,. i shall be examined tar undsual mind condi- - DE'.TAIL bons �; 7�' 3. Hind speeds correspond :to approximately et STAINLESS STEEL .t LAG BOLT a 3% probability. of enreedartu, in 50, years... ....: SHEET SIZE ... - _ L./-t(Annual £xceedance Probability = 0.00143, BUILDING STRUCTURE — ` -- /16 t4RI - 766 years). . a WITH 2-1/2" MIN. EMBEDMENT AND SS � � ° " ANSI B EPDM WASHER 11" X 17" -- - - Figure 1609A Wind -Borne Debris Region, Category Il and III SHEET NUMBER Buildings and Structures except health care facilities PV-3 SCALE: NTS (17) HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W) MODULES (17) ENPHASE ENERGY IQ7PLUS-72-2-US MICRO -INVERTERS (01) BRANCH OF 09 MODULES & (01) BRANCH OF 08 MODULES CONNECTED IN PARALLEL PER BRANCH PHOTOVOLTAIC MODULES HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W) ------ 685' CD 18" FIRE PATHWAY o R 1,6 '1 FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 REVISIONS DESCRIPTION I DATE REV INITIAL RELEASE 102/01/2022r—URA oWlill/u/1 MAN/, 0 1 Z. No.85003 ATE OF t Q.CELLS 0. PEAK D4MODULES ENPHASE ENERGY MICRO -INVERTERS BRANCH • MODULES (01) BRANCH OF 08 MODULES CONNECTED IN PARALLEL PER BRANCH (.;SYSTEM SIZE:- 17 x 340W = 5.78 kWDC SYSTEM SIZE:- 17 x 290VA = 4.93 kWAC 1, � BILL OF MATERIALS I EQUIPMENT QTY DESCRIPTION SOLAR PV MODULE 17 HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W) MODULES ! INVERTER 17 ENPHASE ENERGY IQ7PLUS-72-2-US MICRO -INVERTERS !JUNCTION BOX 1 600V, 55A MAX; 4 INPUTS, MOUNTED ON ROOF FOR WIRE & CONDUIT TRANSITION COMBINER BOX 1 (ENPHASE IQ COMBINER BOX 3 I AC DISCONNECT 1 240VAC, 60A FUSED AC DISCONNECT WITH 30A FUSES, NEMA 3R, UL LISTED k' 0 Rlb C� s FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB.#CVC 57127 .mail. Joseph@flondaefectricandsolar_car, 09 MICRO -INVERTERS IN BRANCH CIRCUIT #1 REVISIONS DESCRIPTION DATE REV • INITIAL RELEASE 02/01/2022 UR I i ti ti BI-DIRECTIONAL tt4ttllff UTILITY METER 120VI 4OV, 60Hz '+°� t ' No- 85003 08 MICRO -INVERTERS IN BRANCH CIRCUIT #2 ': i (N) JUNCTION (N) ENPHASE IQ SUPPLY SIDE TAP°°., ATEOF • ®e BOX -COMBINER BOX 3 FJEl ENvov (N) AC DISCONNECT: :2128/2023 60A FUSED. 30A/2P PROJECT NA ME a/1 A -- — FUSES, 240V NEMA. 3R, J--- UL LISTED. -- - -- --- 20A °JA FUSES (I { �I J � A t Uj 20A ,: I. �' UC z r` E`200A T IAIN t SERVICE PANEL y �_.. ..... _ -I------ ---- r -iGs i,1 % -. _. WITH (E) 200A MAIN _.W MICRO -INVERTERS v:{ BREAKER (TOP FED) TERMINATOR CAP ON LAST CABLE � G I CONNECTOR AC TRUNK CABLE (TYP) � � J, (3) #10 AWG TFi? JN-2 17 MODULES X I.21A= 20.57 A (1) #8 RAIG THWN-2 Gi1D 20.57A X 1,25 = 25.71 A " IN 3i4" EMT CONDUIT R1SN (3) #6 AVV G THWN 2in {1} #8 AV `G THrIJII-2 GNL7 - 4 _3 IN 3/4 EMT CONDUIT RUN — -- (— (2) Q-CABLE (4) #10 AWG THWN-Z (1) PV #6 BARE CU GND (1) #8 AWG THWN-2 GND IN 3/4" EMT CONDUIT RUN EXISTING CL z —� GROUNDING SYSTEM} _.. SCALE: NTs SHEET NAME - — ELECTRIC]LINE SERVICE INFO. DIAGRAM UTILITY PROVIDER: WITHLACHOOCHIE t SHEETMAIN SERVICE VOLTAGE: 240V A�MAIN PANEL BRAND: NIAMAIN SERVICE PANEL: (E) 200A 11" MAEN CIRCUIT $BEAKER RATING: (E) 200A sHEET NMAIN SERVICE LOCATION: WESTSERVICE FEED SOURCE: N/A SOLAR MODULE SPECIFICATIONS MANUFACTURER / MODEL # ( HANWHA Q.CELLS Q. PEAK DUO BLK-G6+ (340W)MODULES VMP 33.94 IMP 10.02 VOC 40.66 C 10.52 FODULE DIMENSION 68.5"L x 40.6"W x 1.26"D (in Inch) FROM JUNCTION BOX TO COMBINER BOX: AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT PER NEC 310.15(B)(2): 7/8" EXPECTED WIRE TEMP (°C): 33° TEMP CORRECTION PER TABLE 310.15(B)(2)(a): 0.96 # OF CURRENT CARRYING CONDUCTORS: 4 CONDUIT FILL CORRECTION PER NEC 310.15(B)(3)(a): 0.80 CIRCUIT CONDUCTOR SIZE: 10 AWG FROM AC DISCONNECT # INTERCONNECTION OF EXPECTED WIRE TEMP ('C): 33' TEMP CORRECTION r TABLE♦ • CURRENT CONDUCTORCIRCUIT CONDUCTOR SIZE: 6 AWG CIRCUIT AMPACITY: 0Rj�j F c Sow FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 CIRCUIT CONDUCTOR AMPACITY: 40A INVERTER SPECIFICATIONS 1 REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): MANUFACTURER / MODEL # ENPHASE ENERGY IQ7PLUS-72-2-US REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): 1.25 X # MICRO -INVERTERS X MAX OUTPUT CURRENT = 1.25 X # MICRO -INVERTERS (MAX. BRANCH LENGTH) X MAX OUTPUT 1.25 X 1.21 X 17 = 25.71A NOMINAL OUTPUT VOLTAGE 240 VAC CURRENT REVISIONS NOMINAL OUTPUT" CURRENT 1.21A 1.25 X 09 X 1.21A = 13.61A DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: DESCRIPTION 1 DATE T REV TEMP CORR. PER NEC TABLE 310.15(B)(2)(a)) X INITIAL RELEASE 02/01/2022 UR AMBIENT TEMPERATURE SPECS WEATHER STATION: TAMPA INTERNATIONAL AP RECORD LOW TEMP -1. AMBIENT TEMP (HIGH TEMP 2%) 33' CONDUIT HEIGHT 0.91, ROOF TOP TEMP 33' CONDUCTOR TEMPERATURE RATE 90, MODULE TEMPERATURE COEFFICIENT OF Voc -0.27%/°C DEBATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.15(B)(1) CONDUIT FILL CORR. PER NEC 310.15(B)(3)(a) X TEMP CORR. PER NEC TABLE 310.15(B)(2)(a) X CIRCUIT CONDUCTOR AMPACITY = CONDUIT FILL CORR. PER NEC 310.15(B)(3)(a) X 0.96 X 1.0 X 75 = 72.0A CIRCUIT CONDUCTOR AMPACITY = RESULT SHOULD BE GREATER THAN (25.71A) OTHERWISE LESS THE 0.96 X 0.80 X 40 = 30.72A ENTRY FOR CIRCUIT CONDUCTOR SIZE AND AMPACITY ���tttlt19i6tA6l7i RESULT SHOULD BE GREATER THAN (13.61A) OTHERWISE LESS THE.������� ENTRY FOR CIRCUIT CONDUCTOR SIZE AND AMPACITY fit° No. 85003 e AC CONDUCTOR AMPACITY CALCULATIONS: FROM COMBINER BOX TO AC DISCONNECT:°°. ATEaF NUMBER OF CURRENT PERCENT OF VALUES #CIF INVERTERS: 17 CARRYING CONDUCTORS IN EMI EXPECTED WIRE TEMP 33° ✓ � �� so 4-s (°C): 1Iz zs,2oza TEMP CORRECTION PER TABLE 310.15(B)(2)(a): 0.96 70 - 7 ° # OF CURRENT CARRYING CONDUCTORS: 3 PROJECT NAIAE 50 10-20 CONDUIT FILL PER NEC 310.15(B)(3)(a): 1.0 CIRCUIT CONDUCTOR SIZE: 10 AWG < CIRCUIT CONDUCTOR AMPACITY: 40 A L J REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): ( ) 1.25 X # MICRO -INVERTERS X MAX OUTPUT CURRENT = 1.25 X 1.21 X 17 = 25.71A001 h DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: u- TEMP CORR. PER NEC TABLE 310.15(6)(2)(a) X LL CONDUITFILL CORR. PER NEC 310.15(B)(3)(a) X CD CIRCUIT CONDUCTOR AMPACITY = `Co w T,C,) 0.96 X 1.0 X 40= 38 AA j -i Co RESULT SHOULD BE GREATER THAN (25.71A) OTHERWISE LESS THE ENTRY FOR CIRCUIT CONDUCTOR SIZE AND AMPACITY N Ic-i' ELECTRICALT 1.) ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL,, AND LABELED FOR ITS.APPLICATION. a- 2.) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND <JO DEGREE C WET ENVIRONMENT, , 3.) WIRING CONDUIT, AND RACEWAYS MOUNTED ON ROOFTOPS SHALL BE ROUTED DIRECTLY TO, AND LOCATED AS CLOSE AS POSSIBLE TO THE NEAREST RIDGE, HIP, OR VALLEY, 4.) WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. SHEET NAME _ 5.) DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE, COOES AND STANDARDS., � .: __ _ � . ELECTRICAL 6.) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY. CALCULATION 7.) ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 8.) MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. SKEET SIZE 9.) MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA WEEB LUG OR ILSCO GBL-4DBT LAY -IN LUG. ANSI g 10.) THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE 11" X 17" ELECTRICALCALC- SHEET NUMBER SCALE: NTS TERMINALS ON THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: AC & DC DISCONNECT AND SUB PANEL (PER CODE: NEC 690.13(B)) IWAII QJIM myn was w-an is saiml aw.-Ami omm %Jmillw� rnmffjs-�, gmwasam LABEL LOCATION: AC DISCONNECT LABEL LOCATION: LABEL LOCATION: SERVICE PANEL IF SUM OF BREAKERS EXCEEDS PANEL RATING (PER CODE: NEC 705.12 (13)(2)(3)(b) TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY LABEL LOCATION: AC DISCONNECT, DO DISCONNECT, POINT OF INTERCONNECTION (PER CODE 605.11.3.1(1) & 690.56(C)(1)(a)) om I m , NEI 0 Rlb RIC &5o FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 �mail: Joseph@flotidaelectricandsolar corn REVISIONS DESCRIPTION I DATE I REV INITIALRELEASE 102/01120221 UR I MAN/, Z i' No.85003 -7 < A �CIF mm 14c:u uzqv. LABEL LOCATION: PROJECT NAME EMT I CONDUIT RACEWAYS lPOWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE < (PER CODE: NEC 690.31(G)(3) FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN C:� W Llj AT: [>K MAIN SERVICE PANEL & UTILITY METER, Z :D AC DISCONNECT & COMBINER BOX ,®I (=) C:) ll;zr Lij 0 0 z LABEL LOCATION: PV MODULES 3: (D co co ® 0 0 10 5 LABEL LOCATION: MAIN SERVICE DISCONNECT UTILITY METER m 0. RAPID SHUTDOWN (PER CODE: NEC 690.13( LL < R (PECODE: NEC 690.56(C)(3) co U) CD 0 _j (D z 2 (-4 w I— T z Fn 04 cy) z m 0— z N D c') SHEET NAME WARNING, LABELS SHEET SIZE (N) ENPHASE IQ COMBINER BOX 3 B (N) FUSED AC DISCONNECTANSI (E) 200A MAIN SERVICE PANEL ---- 11" X 7"J 1 WITH (E) 200A MAIN BREAKER SHEET NUMBER (E) UTILITY METER — PV-7 EACH MODULE TO BE GROUNDED USING THE SUPPLIED CONNECTION POINT PER MANUFACTURER'S REQUIREMENTS. ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS BE BONDED. O ELECTRODE SYSTEM CAN NOT B VERIFIED O,ar IS ONLY METALLICWATER PIPING, IT IS THE CONTRACTOR'S RESPONSIBILITY ■3 l SUPPLEMENTAL GROUNDING 2. ALL PLAQUES AND " EDITION ELECTRICAL CODE. LABEL SHALL BE METALLIC OR PLASTIC, ENGRAVED OR MACHINE PRINTED IN A CONTRASTING COLOR TO THE PLAQUE. PLAQUE SHALL BE UV RESISTANT EXPOSED �0 Rtb C / fc � 4 w FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB.#CVC 57127 email. Joseoh(cDfloridaelectricandsolarcon REVISIONS DESCRIPTION .DATE REV INITIAL RELEASE 102/01/20221 DR 3. DC CONDUCTORS SHALL BE RUN IN EMT AND SHALL BE LABELED, "CAUTION DC CIRCUIT" OR EQUIV. EVERY 5 FT. 4. EXPOSED NON -CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ��`��MAV/, SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.138(A). A��`°` e N..85003 5. CONFIRM LINE SIDE VOLTAGE AT ELECTRIC UTILITY SERVICE PRIOR TO '(::�ATE F 4u ZZ CONNECTING INVERTER. VERIFY SERVICE VOLTAGE IS WITHIN INVERTER� Ic?� VOLTAGE OPERATIONAL RANGE. _ �' P:2128F2023 6. OUTDOOR EQUIPMENT SHALL BE NEMA-3R RATED OR BETTER.PROJECT NAME 7. ELECTRICAL. CONTRACTOR TO PROVIDE CONDUIT EXPANSION JOINTS AND co uj A C OR CONDUIT RUNS AS REQUIRED PER NEC. . ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL co MEANS DESIGNED AND LISTED FOR SUCH USE, AND FOR ROOF -MOUNTED SYSTEMS, WIRING MUST BE PERMANENTLY AND COMPLETELY, HELP OFF OF THE ROOF SURFACE. NEC 110.2 - 110.4 306.4 c,4 Z,_ N N td by MECHANICAL SPECIFICATION -- 68.5 K 40 6 x 1 26=n (nciuding flambe) (1740 x 1030. x 32 mm 439;bs(E99kg} 013 m r32rnrn, therm&IPypre-stressed glass with anti-refle.ovon technology N,< ,.<I Compastefim Black are drz d cI m nu 6 20 rtonoc y to lire 0 1 N UI-v sr tar half cell,-. --- 209-3.98 7 26-236 0 59 0.T_ir (53 10i x 32 60 15-18mm)_ Protectjor class P61, with bypass diodes 4mrn2 Solar cnbie(r) 453 11150nm} L) o453n C 150mm) -, < , Stsubl, MC4. k danwha 0 CE L 6.6 HOC4 Arnphenof UTX, Renhe.05-6, Tongling TL-Cable41S, oD✓1TNy J;M 01: IP68 or Fnedds PV2e: I P67 l to y®R(b e s s FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB.#CVC 57127 REVISIONS DESCRIPTION 1 DATE REV INETIAL RELEASE 102/01/2022 UR �:.�:�b�z�, «er surfac Nigher yield pe area, lower BOS costs, higher V IV 31,66 31 97 32,27 32.57 power classes, and an efficiency rate of up to 19.5%. Ueest em oiererce P -sr; , V , -e r at s c 1bcr r .2s 2 'tM _e 3re� rg to SEC so 04 s --800 rarr= n ru pe r71 h 0 CELLS PERFORMANCE WARRANTY .. , . - PERFORMANCE AT LOW IRRADIANCE PROJECT NAME tNNOivATP1E ALL-WEATHER TECHNOLOGY a s e - fr ,,,,, Fit rifi / f . a al Pr 1 r rg j; Optimal yields, whatever the weather with „ , ., . , . firstirear the ea to n x o 54 i C_J excellent to r tight aid temperature behavior r q . w., er < At 93 s ai t „far „u ,, u c L ENDURING HIGH PEPFORMANCE 21- Long-term yi ,lc sack, l.y with Anti `_ID and Anti AID Technology r »a t-SootYro(ect and Traced le tuaiity ira.0"" he ou oileQCtlis; ,. -_ ale a �nr za`;or f y r rmspert ee T, (D Lo C). �'+�. EXTREME WEATHER RATING �o � O� � p r High-tech tiluminurr alloy frerne, certified for Ngh snow - �, � �- 5400Pa}andw'1ndladsUJOPa3 TEdPERATUBECOEFFFCIEhTS � qq __ � < G AqELE!E IN xJTHE T _ rl KI 138 BCt ('€J iOS4,4„T:/1 Inclusive 26 year prodact warranty and 25yca"00 inear performance warranty`. PROPERTIES FOR SYSTEM DESIGN __j ®I C� ffi _j f. r- I v} loco flEc},1oog c��t2 I. STATE CsrETHE ART avlI#3CtaI:ETEC€-tNl~3IMtTY k'3t t _ 4+i Q,ANTUM DUO combines cutting edge cell separation 0 `.. = jlcs/ft-j 7 l COOP )155(2667P } .,, 40'Fupto ^_85'F p and innovative wiring with Q.ANTUM Technology. _ 4o�c a -65° } © C\j Iles/ f i 113(5400Pa)/84 (4000Pa) i `Sao (r t Ils4 on Manual-- E. r APT t s conditions according to EC/TS 62804-1.2015. method E (-1500 V, 168 h) - --. - - - .. - -- --- . -..... ..__- _ _ _ . _ See do e.,h net on re., for fortrer.n„cetior C) CL z "'6n QUALIFICATIONS AND CERTIFICATES PACKAGING „ NFOR ATION UL r7 VD, Quorty d'�.;C o a k_ E r Es. E06 1322 v ...32 _ _ .- _, _ ------------- .., s a...._.,.. e8 n.. -- - ._ 2 THE IDEAL SOLUTION FOR:CE u yus 715x453 480m(1815 1150 x 1220nrm) ._.:.._ _.. _ SHEET NAME PGO 6 3 Y&� s C'1 15051hs(68?ko} SPEC SHEETS Aenwhe 0 CELLS America Inc. SHEET SIZE Engineered in Germany L Lb400see rrum enterD �re,SulteS400.Irvine,Ct 92618USA:TS +194974Fi ngr)6 EIMMLnruay@usa cet -ce comIWEBw—riis ANSI O 1 V X 17" SHEET NUMBER 4�0Rlb a x o� FLORIDA ELECTRIC AND SOLAR Enphase np 7 and IQ 7+ Microinverters 719 HARBOUR POST DR. TAMPA. FL33602 ' INPUTDATA (C) Ii7-60-2-LiS IQIo- LLIS-i2-2-i&s CSLB. #CVC 57127 - r GrrinrioI y ;used mc,dulis pairings, -.. 235 W _ 3 5f W + 235 W _ 440 W + email Joseph@floridaelec€ricandsolar.com M 'dine c rni a iblI ty 60-cell/120 half -cell P d n odUlElS 60-ce;t/i20 halt -cell and 72.- oniy ce's1/144 had —ell P'V "nodules brlaxinvurn iff,prorDC voltage, 48V 60V }Peak "sower tr ackirrg voltage 27 V 37 V 27 V , V Operating r nge, .. 16 V - 48 V 16 v - 60 V _. Min"Itiax start volli ge 2,2 V 1/ 48 V 22 V / 60 `,J Enphase The high-powered smart grid -ready Max NO short circuit currentr nodule lwd r DC 15A 15 A Il it REVISIONS _ pn � Enphase r I Enphase I 7 Micro- and En has IQ + r er vervoltage class port DC pert h o}rfee+dr;7 r<rrer22 0 A ti fi ' ' DESCRIPTION DATE REV . r. '% 7+ dramatically simplify the installation process while Re array con ,gG atriar, i x r tar,. -Gr„riled arra/ No aid € anal DC c � praiec nr erg,=sired, INITIAL RELEASE 02/0'1 /2022 Uft AG side 1 'oYece a ecc r as max 20A per branch crcc,u t achieving the highest system efficiency. M c n erters OUTPUT DATA (AC) v. IQ 7 Microinverter IQ 7+ M,rroinverter .__.._ _.. 5 Part of the Enphase IQ System, the IQ 7 and �eakoutputpower VA 2 VA .dax,murr continuous -output power 240 VA 290 VA. IQ 7+ Microinverters integrate with the Enphase Nornina9(r-L)voltage/rantge' 240V/ 2rJ8V/ 240V/ 208Vt IQ Envoy"'" Enphase IQ Battery", and the Enphase ?r f 264A 183229V 211-264 V 18'-229V Maximum contiflUOUS outpast currefit 1 0 A (240 V) 1 "'I S A(208 V) 1.21 A (240 V) 139 A f208 V) Enlighten" monitoring and analysis software. Norm::€ai frequency SO Hz 60 Hz IQ Series Microinverters extend the reliability Extended t egr.enCy r uge 47 68 Hz 4; - 68 H4 AC short circuit fault currelatover,8cycles 58Arms 6ZAr,n7 standards set forth by previous generations and Maxf,nuryi units per 20 A ([_-L) branch Orcrrlt' 16 (240VAG) 18 (2Ei8 vac) 13 (240 VAC) H (208 VAc> undergo over a million hours of power -on testing, c er ollacre class AC port Ill ill AC port back —feed curie t IS my, 18 rr rA enabling Enphase to provide an industry -leading prorserfactor .dung 1'0 1,0 warranty of up to 25 years. Rowel facto. (adjustable) rl 35 loading G.85 iaggrng 0.81, leading 0,85 lagging EFFICIENCY @240 V @208 V @240 V { 208 v Peakefticronc "i.. 3r,6 97:5er CFGvrTrghied,eff€er racy 97.0% 9rfs 97.0c 9/0U PROJECT NAME MECHANICAL DATA ( Ambient tempelalure range -40 C #'7 +6 5 _ �9y UJI - # Ir C rr t si yfe h G7 € c c} Connector t ypir MICA (or A,{v pnert I irrl UT n` foith and onai Q DCC-5 adaptter)p Lightweight and simple J. tn.i.>ifil,,. (�-S wXi>j` G 12 'l'"ii>.1 :{ i %.�,I'r^ .�it),G ff, '. ('�IIIYrt0:1f h,<'at.kE21 04 .tee CD " ICtil.'t� wear,t f2, G ites", , > „:r ;r s,.i t?,,.: L,'Ps1`C ...d Crr Vlf.ir C. 3:YjS I'(1 qgC:I `I1l6UIiMiI�IM�IWI 99 a. i:� 3_:il"t-i`i rapid shutdown C.;C7'IJ i3 i#.i rf"E�c 2.o1 t$ G lC'511� Cooling Natural convection -. (`fv falls Approved forwel, iocatrons lies; Pullulion degree Pi 3 a . C&sill C.ti`Je and Reliable E.,f a.,S t_ Class 11 ,, r. h> .. J1a.. r, s¢ w ., i ; t ;e no G . e ; .. ;r. r -.2 t7 d for rovi;25 60-ce€l/128 half sell rC. !F Opticar E vu o�1"13T':xeIrtai c lecory / S.rV _.4 osu 0 ra.trag _ i r .. ... t'1E1v� Type 6 % Lutt_�oor 3p �. z . fl/FEATURES f hill £3fi'+nh ¢` 0 . ar ;4;., k> ,('s<. . 8 i fit€GG "ck£3Usb` Os i'�f 451G;- C;Gr.,r3'v %kr?:7on : P, ,xi',r Line Geral'u6 tepid4rn (F'LC), "_ :. �°'� _ 4 s; li c,uble insulated enclosure Ctas� or;xor ng Enlighten Manager arc, MyEnlicr;,_r, monit , ;ng nations, Bothot,tlon ;er,,usre stallation of an E s fQ Einvoy _ j � t,s l pha -., m on; ..:e>v ,.. .u,,r.. ..., ap.; .,wed by t� ,i' r,._,. .. is � �__<... discornrct rc G ired by NEC 69i � Z CL u ,. p ran. ca CA Rijle 21 <t ; 1,141-` Sri art Grid Ready UL 62109-1 JLI wI lEEE1547, E C.C. Par 1 15 Class 8, ICES-'u003 Cress B, r T CAhltCSAE222NO, 1d7i01 I Complies with advanced grin support, voltage and This p rodUCt is U1 l isled as PV Rapid Sh! ' Down Errs "rrrtnt and conforms vvilhNEC 2014, NEC :...: ....... .... r , .. ,- . , frequency ride -through requirements 2017, and NEC 2020 section rr , E 2 and C22 1 2016 Pule E4 218 Rapid Shutdown wn of PV Systerns, 0- ®" - _ - - - t . ,"late., r e •wr d .,:ni p. riet,tr,}teiy 6„p�rCS c..f C£-'.;J}s.i C?{. .iE} a;I2dr .y�.:,iCf. ... .. ._ .. .. ff3r (C ar;d.sJL.CC)r±,:1G .k s, Vdt%ert ;n3cfii%£=d 8�;.�. f,i(l!;'!g `i .= rt clfaCrk:rer S iC"I.SL ksr({!3i€e.. _ p� . ... grid rer}uire,nramrs ..... _ ._ _ ........... Conflcrrt ablF for eaty€rig C1,1',£i prodies - Masts C;A. Rule 21 (t1L "1 741- ;fiat) SHEET NAME —hero ,. — _,, ,., .. t -.. ._ r rg f r}„, i, r,:modules, .l tJ(�rn .S,c.SG.,. _G o-m .�r#i+i�+=•5. fd�,E'1 _. - .. 4.'e�', G{.:rAC;ati.,. se.,„,,.c „a,x�z.Lal �v cat#c.a€atcr r _ r, x Gass ,£al C.fny£Fc;lg..-XCEPsUL'r?ur-'a"3,tG' xGdP,,r:na�r <t hPt 's:f1L'�._'.�r2i7tLn-ft trsc `s,rssr�s`�1e�-49L!': a..it§�'. __, _. Sat _.. , G. , M _ �xtfil}"z3Ei 5Y €3SEz;x[,:SN SPEC SHEETS .. .. L, ens may vary riOrr tr ioct.i equirernera#s to define the number of rnk l,.,.cxe,tc s per branch :n ybur area" nENPHASE To learn more about Enphase offerir gs, visit eiriphase.conn. in ENPHASE SHEET SIZE To learn rnere about Enphase offerings, visit enphase,co ANSI .x.,,t t` , ,r ,x' -�x rig ,>>.>.: �„ ,. .Cc E, T+" •f e.f ., /. . 11" X 17" SHEET NUMBER Enphase IQ Combiner 3 MODEL NUMBER S and REPLACEMENT PARTS (not incruded, order seozornely) ones' - 03 (4G/12 year data plarn Piug tard pley industrial grade ceflsl ir rrsodern with data planfor Systems up to 60 ORIb u�- "Ic & FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA. FL 33602 CSLB. #CVC 57127 — " "­ `­ — ­­ (4G based LTE-h,115-yeear data plant where there is adequate cellular service in the iostatlation area-) Consuinpnon Monitoring, CT Split core current transforrners cnatflewho'e horne consumption motenng (+/- 2 5'�r) Enphase I Enpf tase !Q Combiner 3 " wil h Lriphase 200 SPLIT REVISIONS r;, re ,,�d f', p",,­ S!­'ag,, IQ Envoy ' consolidates interconneclion Ensemble 0arnmunications Kit installed at the lQ Envoy Forr comrnumadtions with Enphatre Encharge" storage and Enphase DESCRIPTION DATE I REV IQ Combiner .1. CON4, ANAS-KI T-01 Enpouser 'emartswitch- Includes USS cable for cannectror, ee IQ Envoy or Errithase IQ Combiner" INITIAL RELEASE 02/0112022i UR qnra -�(Josure and pp�ent Wo s�ngle el I and allocts reir less cocrimunicalion with Encharge and Eopower, CircuiBreakers Supports Eaton BR2 10, PEE! 5, 3R220, BR2301, BR240. RR250, are RR260 c4icufl breakers (MID-AW-240-3) strearn1hries, PV and storiIge nrsfOl1hons by BRX-10A-2-240 Circuity aker,2 pole, 10A, Eaton BR2 10 B RK I SA-2 240 CirCLin breaker, 2 pole, I SA, Eaton Ftr1215 r)ro0dir1(.l s C(>,j,,,,,jSfPr 1, r rr, vv'red soh 'ion 'or 83RK-20A-2tr 240 Circuit breaker, 2 pole, 20A, Faton BR220 EPIC-01 Porter fine carrier (communication bridge paii), quantity - one parr resic�eritlai appllicatioris R offerS Llt) to four XA-SOLARSHIELD-ES" Re -place the default solar shield with thar Ensemble Combiner Scriar S*h aid to match the look and' real of the Enphaws Eriftwoo' smart switch and the Entshase Encharge' storage systern [),-Ae rlput (_ArCUii'_- 'it -id ,:toil BP sene,� XA-PLUG 120 3 Accessary receplar1c 'or Power Lino Carnerm !Q Combine( 3 (requfrcd for FR C 01i XA,ENV-PCBA-3 Replacement IQ Envoy printed chrojil board (PCB) far Combiner 3 ELECTRICAL SPECIFICATIONS R a i Jog' "I C I a I n1inuous duty Systern,vritage 1201240 VAQ 60 l4z Eaton BR earres burmar rating '125 A Max conitnuous current rating (output to grid) 65A Max. fuse/circrift rating poutput) 90A Smar, B P_ n cvcu,ts (so'ar arid/or slomge) Up to fiou,,,, 2-pole Einon 8R senes [Osti buzed Generaion (DG) breakers only (,rct inn 'uc-ie-J) PROJECT NAME lnclude,[Eln. yfcncornnnunicatlor, Mips, centinuous current atong (Input fromleo) 64A arid control < Max. Tom! N ancill circuit breaker rating (inPut) 80 A of distribuIed gencration 95 A wbh IQ Envoy break.r. r mcluded C:) I lex;bre neb1,111o,,'rmg suppot`,� lN`+�, U) UWj 4 FthernEA, Or CellUlar Pr-, ory 3- is 10A or 15A rauni GE 04,neroksalonS Type OP /Eaton BR series inchuded Z , Optional AC receplacle avalable for PLC orldge Poduclo:Ini Metering CT �re nsiailed and vrired o� !Q Fnv�,,y 200 A sofid core Io C:) Prcrv.des pm6rctir2n, rneteium and ­Prolar consurripflon MECHANICAL DATA "­ ­4 C) C) r, f. r onitorIng imos(dl­h0)' Dn c5"1,....4 t21,05 "5'"rt'' 49,5 X3�,� Xi6.Pm 9,a 43x 6 6T)Hcg (cmeirtb nouicrigbrockele), C:) 0 Z S j-, Stjpper%s Ensernble Cornmunicalions Kit for aaeight 7,5 kg' lbs) 16,C CY) o comr-nunicatron with, Ertphase Enchame' sitriage and I -,a C) LO C) Fnphrisc Enpovier' si-nar, ovOtch Arnibient temp ecriturerange -40" C lo+461 C f-Alfil 5" F) LL 0� s w coohn'ti Natural convPCtic lus heat shreid ri, P LL T < Enciosraa erivirooMential ratl ffIg Outdoor NE!Tl�cerfified, NEMA typ& 3R, 'olycarbonate P 2 z C) 0 Swncile Wi, e a i z e a 14 4 AakG U) Reduced size frorn previous cornbsner to copper conductors 60 A breaker Oraewh 4 to 1/0 AWG CC: T— riprit: CopmOr nductms Main lug '�Ot�-,2/OAWC-.cf�ppel-rt)�,(,,�ict,).,s _j co 40011_�e` Centered mounting biackets supIpor' single stud combinedoutput --rc 1!0 ccnpe, conrft!�,!Qr,� Neulral epir c l4to Always foi.ow ocai code fot condluct;z,nrj. C\1 z CL Supports back and side condwt entry 'to Aftnude 2000 meters (6,560 fast) CNJ C\j >- Up irr four 2 poi- drancli c�­_,u,ls for 240 VAC pkag in INTERNET CONNECTION OPTIONS breakers Included) (not integrated Wj-Fi z < 80 A total PV or storage brancn Cirr,WS (Y) CL EVrernet Optional, 802 3. CatLIE for Cat 6) UTP Ethernet cable (nor incluccc" W Cghurar CELLIAODEWMII at, based LTE-tAcelfulairriodran (not includeti), f4cae that Pan Entihase Mobile < N D Reliable _allfEois crernect cedular irriodem Is re �iufiatd for -enAg COMPLIANCE Dursit4eNRTL-cerlified NEWIA type 3R enclostne Compliance, croantrinter UL 1-741, CAyhCSA C212 No_ 1071, 47 CFP, Part 15, Class 8, ICES 003 SHEET NAME Five-year lb-niled warranty Compliance, IQ Envoy Production metering: ANSI C12,20 accuracy class O.S(FiVproduction) UL 60601-1/CANCSA22 2 No, 61,010-1 ULlisfed- SPEC -SHEETS LISTED I o learn more aCout tnprfase OTTerings, visit eDpjjASeCOm To learn more about Enphase rferings, s156tgj03 "�ENPHASEI Fnp !=ENPHASE SHEET SIZE .,KS inemv n4i,�)­r-t o 2021-(]20 ANSI B 11" X 17" SHEET NUMBER PA I V_ Enphase Q Cable Accessories 0 CABLE SPECIFICATIONS 0 , P, I I FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 visftagp rating 600V (connetnor rafing up to 250 V) Cable �eaq�cfalure rating 90'C wetAiry UV exposure rating EN =SO 492-2 h,e Erphase Q Cable" anj 3lx.e of +he Enwonynental protection aring ;E0 60529 IP67 Enphase Q Cable an t- t REVISIONS sixth qeneial�;on Er has h0i Sy,.,tern Ilh—leprod" Compliance RoPS, OIL RES 1, CE, UV fasistana u, �r;nstallaficn Cabfeinc 1-lorrating H07BQ F DESCRIPTION DATE REV Accessories prcmde -Jrnpinty, r6ahillity, anr' fast, Flaine tafing IEC 60332-1,2 INITIAL RELEASE 0210112022 UR Q CABLE TYPES / ORDERING OPTIONS Mode3 Number Max Nominal Arnpacity Connector PV Module Orientation Connector count 99 Q-25-10 240 (singlephase}'250 VAC 25A 1,3 M Portrait 240 0 25 17 24,0 (single Phase) 250 VAC 25A 2 0 m Land ane (60-c01 240 Q-25-20-200 (staplephase}250 VAC 25A 2-3 rn Landscape (72- csfl 200 Q 25 1 ll 3P 200 (three phase) 2 50 w%C 21, A 1 3 rr Powalt 200 Q-25-17-33P-160 fjhree-phase) 250 WIC 25A 10 m Landscape (6)-celi) 160 Ertphase Q Cable Q-25 20 3P 160 (three phase) 250 VAC 25A 2,3 rn Landscape (72 cel`s) 160 Two-vore, douNe nisulated Enphase Q Cable ENPHASE Q CABLE ACCESSORIES is 5W",. lighter than the previous qenpFvil on Name Closet Number Description ... .......... 19phase cable Raw Q CpNe, (smqle-ohas,,e) -25-RAW-300, 3K --Cle vntf P c nallect J0, rnotss r as o a,, tors FourvAre (1hree chase) option also avwiablie Ra,%, 0 Cable "'thr-e- phase) Q 25 RAW 3P 300 300 rneters cable mtic no conneutos Newcable nurnbering and plug wid pl,,,y Reld-mrsabbin connector (ynale) -,,able connectws speed up installatOn and sirnplify Q-CONWR-1010 Make conneclions using single-p! ase c SP 10V PROJECT NAME Rear -vnexb[c, connecior (maic­ O-CONN A Makp connec6cns using threc ph0s­ ponle, m re Ma na ge rne r Link conneclors ehfn nate cable paste Field-vvaeclsle connector (femalQ-C el ONN-RAOF holaire connections from any 0 Cable (singie-phase) open connector v < C) F'eld vvveablp mon�ectoF (ferndle' a b ��mrc, phase, roen or� Q, -CON W�13-1f)F to a k, f- co n r, e C o , om amy 0 W (0 Uj E.T-G-LiP-1,0,0 Used lo fasten cabling to t1he facking nr to secure loopericabfiOg Lcscomwct Eoof 0 DISC-10 Disconnect tool for Q Cable cone ectoi ', DC connectors, and AC' module rnounl Dcrconnect ncol QI-M�C-!P'16 Disconne Field-Wireathe Corinectors cl, toiA far i hrr- se Fired v, eabcot m, ec fors Q C,abkl sealing caps (fernale) Q-S+AL-W One recede., to covef ear 'i unused crnnectoi on the cabHna L0 Easily connect Q calves on the roof witlitxatTerrnirottor(single ohasp) -Ts FP -f-30 n cis CY) C) Terrninalor a for unaised singic tse ,.,rabic e C�t_mnpfsxwi� mg 6 6 0 TFRM-3P-10 TerrmAwmf cop 'or unused Ithree Phase ralk,, enk, Ntlake, corniec�Hsns tront any,open, conneclor Te r rn: no t I or 'hrc I e-phase I LL —j C:1 0 aW cenlrr teed any section of cable wttl�fjn Repl�c I ;Pment IUC Ada I ptor (NIC4) LL < 0-1XC;-2-tNT_ DC.adapcar to lAC4firnax voltage:1DO VDIM z 0 branch kmfs Avadab'p mi-naleand fe- friple connector types (D L P N4 HN A TO R CA Ps Z f'enmnatar cap for uutusod cable Scaling caps forunused cable r1 of an conne,04-1,1-,z, w N bl- T ERMI R 10 1 F v r ((t CL z < DISCONNECT TOOL CABLE CLIP CL < Plan towse at ieast nne FW' N :D Used to faslen cabling wtilelaCKI�lg sold in packs of ten or to securr, looped rsabting, aold in icl-msc-lo) packs of onc hundrPed IET CLIP'l 00) -DISC_ Three phase model (Q SHEET NAME 3P 10) - ------------- - ------ SPEC SHEETS, SHEET SIZE ANSI B 11" X 17" 49M.-t Z I a M a PART # TABLE • DESCRIPTION UNIVERSAL AF MID CLAMP - MILL UNIVERSAL AF MID CLAMP - DRK UNIVERSAL AF END CLAMP - MILL &Vgil a# UNIVERSAL AF END CLAMP - DRK UNIVERSAL END CLAMP UNIVERSAL MID CLAMP 1i-4 oil -a M=1 M2k1I9X6ff0j= 8 1 -4 mail W11firlm j 71 4 )v� 2 1V4" V4" BOLT LOCATION 3/8 " BOLT LOCATION—,,, I I I 0 Rj�) (1cOv ("", '? I FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA. FL 33602 CSLB, #CVC 57127 REVISIONS DESCRIPTION 1 DATE I REV INITIAL RELEASE 102/01/20221 UP 1 1V1611 a PROJECT NAME < LL1 Lij c:) 0 Z (D L0 ' 0 :D 0 n 0 , c) T- 0 PART TABLE DESC um mmts-m- SM LIGHT RAI], 168ft MILL SM LIGHT RAIL 168 DRll K AIL 240 MILL # SM LIGHT RAIL 240" DIIIIRK r77► PRODUCT LINE.-- ISOLAR I MOU 11 N I T DRAWINGII NOTTO I S�L 777777� DRAWING NOT T I OS I Nilll PRODUCT LINE: SOLARMOUNT Gas ifl ALL DIMENSIONS ARE I ALL DIMEN ARE SHEET NAME as "S UNIRAC DRAWING TY PART & ASSEMBLY NOMINAL, PEDRAWING TYPE: PART DETAIL NOMINAL I --d D I ESCRIPTION: 1 DESCRIPTION: LIGHT RAIL WIN= I PHQNE- 505. 11 Mo"5,2416411 SHEET SIZE �ftXUNI -2020 WWW,UNIRAC.COM LEGk NOTICE ANSU�t(' T�- SHEET NUMBER PV-1 3 M I FLASNKIT PRO FLASHKIT PRO is the complete attachment solution for composition shingle roofs. Featuring Unirac's patented SHED & SEAL technology, a weather proof system which provides the ultimate protection against roof leaks, Kitted in 10 packs for maximum convenience, flashinpgs and hardware are available in Mill or Dark finishes. With FLASHKIT pro, you have everything you need for a quick, professional installation. V FLASHKIT PRO 11 INA U N I RAC man W INSTALLATION GUIDE FEATURING 0 SHED & SEAL TECHNOLOGY FLASHKiT PRO IS THE COMPLETE FLASHING AND ATTACHMENT SOLUTION FOR COMPOSITION ROOFS, INSTALL FLASHKIT PRO FLASHING INSTALL L- FOOT Lode roof rafters ond snap chailk ines to wark tho installation PO4,0 fkor each roof afladnent. Drill a 7132" Pilot hole at each mof altachment. Fill each pht We vv i I h s, f, a I am t. ATTACH 1-FOOT TO RAIL 11 1 Dive, the la k,- bolt dovwi unhil the, I. foot is held firroly [flf, VlkeH IS 111jr1roil !of floe FI-411VI, on dw Trod e"[Side of [he sta"olless Ste -I backed LPDM via. il er to con-1pruss, and up"ind kyond the outside m4ge of the sieed -wa�h�o v,,'hen he propei t6rque is i[jpfied. ME OR10 '-� 1 - -1 u RIC FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 REVISIONS DESCRIPTION I DATE 1 REV INITIAL RELEASE 102/01/20221 UP 1 ----------- PROJECT NAME < LJJ Z C:) 10 0 0 LO C:) c,) 0 C) LL ia� C, LL < Z U C) z ry C1j >— o� Z CL n W F— :< SHEET NAME SHEET SIZE ANSI B 111" X 17" SHEET NUMBER PV-14 5 ER IIIA M EXPECT MORE FROM A UNIVERSAL FASTENER. Ditch the Spacers The Universal Aesthetic Fastener (Universal AFC accomodates every module between 30 and 46 mm without extra spacers, while providing the fast inuitive install experience that installers require, and a refined aesthetic home owners will love. More than just Universal Self standing, twist -and -lock install Guaranteed T-bolt engagement ,I -tool installation Integrated bonding mid and end clamps Sleek Aesthetics optionality to Cut Fail flush for refined aesthetic Simply click to adjust from 30-46 nim! M 1 2"' - LA A M 'rp'h PROJECT NAME Twist and Lock engagement feature < C/) cO W C:) Q U.J rn LO r-A - I OR/6 0 ti lei FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 email: Joseph@flondaelectricandsolar con REVISIONS DESCRIPTION DATE I REV INITIAL RELEASE 102/01/20221 UR I \1O R16 S M ., w CODE COMPLIANCE NOTES: r PTA RBONDING CONNECTION GROUND e SM SOLAR "'4#.: i M i x ux.tdaef""" 1 CvJsl & 4C r EzF n r• r rp.IN -€ f n.. k ��iE' t qE FLORIDA ELECTRIC AND SOLAR ------- ------------------------------------- - ----------------------------------- ------------- ---------------- - ---- -- --- -- - ------ --- - -- -- ----- SYSTEML.EVELFIRECLASSIFICATION ------:..;� Tyr ,e .-..-„ ..... �,,, �,. HARBOUR POST R. ;:.�,� -$ 19 TAMPA, FL 33602 D The system fire class rating requires insta[raticn in the manner specified in the SOLARMOUNT Installation Guide. SOLAR MOUNT has been classified to the system level ,"�`<�=r-ok '""'' t ' L r / fire Portion of UL 1703. This UL Z703 ctassficztion has been incorporated into our UL 2703 product certification. SOLA.RMOUNT has achieved system revel performance Ark '--,.„A-=3'`x5! 1. _ -: -" CSLB. #CVG 57127 °dt A =R , ' email: Josepha@f1cindaelectrica dsolarcon for steep sloped roofs. System revel fire performance is inherent in the SOLARMOUNT design,and no additional mitigation measures are required. The fire classification q,, y , w %•``�,.,. ptd` , rating is only valid unroof itches realer than 2:22 (slopes : 2 inches per foot, or 9-5 degrees)- The system is to. be mounted over fire resistant. roof coveringrated for ` "� the application. There is no required minimum or maximum height limitation above the roof deck to maintain the system fire rating for SOLARMOUNT. Module Types "" -"' ; "' `""•, //// j �'we r & System Level Fire Ratings are listed below' s,,,,,, o� RaiE Type , Module T System Level Fire Rating Raft Direction Module Mitigation t it,g\ Yp " Type Y 9 O i' 6 Orientation Required 7r --• '�" qv" Standard Rait ' Type 1, Type 2, Type 3 & Type 20 Class A„ Class B & Class C , East-West Landscape OR Portrait : None Required ; r North -South , Landscape OR Portrait None Required `- BONDING MIDCLAMP ASSEMBLY ENDCLAMP ASSEMBLY BONDING RAIL SPLICE BAR RAIL TO L-FOOT w/BONDING T-BOLT ..... ..._. __ ...-._ _._ .-..._ __. , _. _. .. .. -. _.. Cl , S M tl t D po.. 2 Gc d te. JP" Srrated fl 9 t ndx otu .ruff- enCcfairp _eneen spy cx S 9a g d zation Light Rail Type i &Type 2 Class A, Class B & Class C East-West Landscape OR Portrait None Required v'enc ,n�,de s.,— a�omxn.o. m N n tos�rn<era neat T_b t d a cad, r s lieu ,e o,w t-r REVISIONS North South Landscape OR Portrait . None Required ... °.r d r Ctr °, _sbr=vuarmin•,d bed s a;. andaaatroo- ° er b .r t. v n senates? -brat. Wean peret,at tti avouzd,.nt, DESCRIPTION DATE REV '_ 5 tl n t b„nds sa le rs ,n.�t cIa p w bond ' -bola rn t, and rndd_p to grauntled c u.e ,> t ro ail bond. Ka t cr ztleast one she 0 to bond Yt uan nut ami i aut tc rorounded a. f•.:� -,.. UK.,._ Berated r boiteheadope,,,uev ,In,odzaro: aM ai n - t° sM rn INITIAL RELEASE O2/01/2022 UP [o bond T-belt. rut <IomV. and m-1,, tp " r' w UL2703 CERTIFICATION MARKING LABEL UNIRAC :'' sina„aea sw tart .. „ .. Unirac SOLARMOUNT is listed to UL 2703. Certification marking is embossed on all mid clamps as shown. Labels with additional information will be provided . After the racking system is fully assembled, a single r label should be applied to the SOLARMOUNT rail at the edge of the array. Before applying the label, the corners of the Label that do not pertain to the system being installed must be removed so that only the � c�, BoMawm1LRoINVERTER �<, --,`.. ; ., :. �tw ;•a installed system type is showing. 266909 y, Nct e' The sticker (abet should ne placed such that it is vrskE)le, but not outward facing,ss ' f I q: r. ` BONDING MICROINVERTER MOUNT RACK SYSTEM GROUND ' u �t zS8 x *^ T b atl b d r h r, 11T, t ill rlq dad a ce q smw,d<snai ,.,gn:,na cmmnaan. RAIL To i-fiHn' $ONEtIN6R&ii SM STANDARD RAZE , „�„W..... •>,«n., SM LIGHT RAIL PROJECT NAME SirI 6 t S M nr 106: ,; Ate' � F 1- r 3T r1 r .,w f yJ rSM r r ' v r r r h r 7 ��[ + t a ` x �,! ,a- !� sn ✓-. s,,,,.H !_„ r34""r 1 3:.,. x 3 r $ D H 4x ce.�F. i. .r.. k. ,.k _ ,% f L. ;'r u,y ,•,....v .., . I r...� y, ,; a: ;✓. n , . r". .p tb .� „, >?„<., �,.,.., b # „r t.. a.-., r r .. ,,.. - , q �[ p� r s ':mod _ �itl) i. J ,.,<r,�.s. �t'i_.. wc. s� nc.�.. spy (t�p�.{ iV.tr--i Ar}r/p; �j (`y tn� I PAGE 6BE �L,t t.,'r 1 ./r,»;<c a '.. � 4 Vt�i� T ,.,akasr.,„.a'' .n rc,,.,r. .. ,,.-.-...r_i ,�.. gee? E TL Ii __________________ _ _____ _________________ _________ ___________ _______ _____ -___ ____________________ _____________________ ____________________ __ _ ________ _________ ___________________ ___________________ ___________________ ____________ ___ pay CD { € x t;r t� ,a.._.. _ r I .�"x,... If r. 19— Cr i t f 1. Position clamp to align T-bolt with rail 2. Rotate clamp clockwise 2/3 of a turn 3. Place module at least 3/4' from end of 4. White applying pressure to hold the 1. Position clamp to align T-bolt with rail 2. Rotate clamp clockwise 2/3 of a turn 3. Slide cramp into position against 4. Place second module. d.. , slot. Lower clamp and Insert T-bolt into to engage T-bolt inside rail slot. rait and position clamp against module clamp against the module, push down on slot. Lower clamp and insert T-bolt into to engage T-bolt inside rail slot. module. s` V rail slot. frame. the module side of the clamp cap. rail slot T_ 04 3a nvt, 32 & 33 mm 35 sam.. 3, i SHEET N U$ i r x � NAME s j m : SHEETS SPA` +a :a.. 5. When the cap contacts the module 6.Tighten bolt and torque to 15 ft-lbs 7. Confirm clamp is engaged in correct module height position and that the top of the r - SHEET -SIZE 3. Tighten bolt and torque to 15 ft-lbs. NOTE: tf.Excessive force is applied in SIZE - frame, release and ft will re-engage to cap is sitting le✓et with the module flame. step 2, the cap may over -rotate causing ANSI R I 1 O the clamp base, it to be this-atigned with the module A V i B NOTE Whim modulefrime, Do no modules, loosen b u bymodule 1.Yambefores positioning clamp frame. If this occurs, keep rotating the _ tt �/' �q es _. _ ._.. against module frame. Do not force cramp onto module frame as this may damage.the cap ctockwise'tmtil k returns to the. 1 i X $ �. - bonding pin. ariginatposifion. SHEET NUMBER U L A ""OkOwn"IftING'31 S� n N DA�KD N4Y M UK UNU PAGE small an INS T-5ofi-oLL1111i ION GUIDE I a A 93 S M lyl U U, ----- -- - - ----------------------------------------------------------------------------------------------------------- WEEBLUG Single us'e onty A 0 — R ' 1,0 -1 FAT FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB. #CVC 57127 .mail Joseph@flofidaelectricandsolarcor REVISIONS DESCRIPTION I DATE I REV INITIALRELEASE 102/01/20221 OR ONLY ONE LUG PER ROW OF MODULES WEEBLUG CONDUCTOR - UNIRAC P/N 008002S: OnLy one Lug per row of modutes is required. See Page for additionaL tugs Apply Anti Seize and insert a bolt in the aluminum rail and through the clearance hole F required for expansion joints in the stainless steel flat washer. Place the stainless steel flat washer on the bott, oriented so the dimples will contact the aluminum rail. Place the Lug portion on the ..... ... . bolt and stainless steel flat washer. install stainless steel flat washer, Lock washer and PROJECT NAME nut Tighten the nut until the dimples are completely embedded into the rail and Lug. -1,1ALUE 10 ft lbs, (See Note arn, PG, A) < ------- U) LU N, oredetai'Alodet aWEEB-LUG-631 See product da a sheet fo�r wt 11 t"I" -n CN —J C) C:) LO 0 0 C) C") C) CD Z> Z 0 MO < C) T EA IN I I Nt A L TIC,, A" 0 1 E CN U) Ad Canductorannf� Z) < 04 4, iS� AWG, 3 5i n S C14 C\1 >- 'r- 4t I-- AWG� 7 Z < C) Lj.1 CL ,C P/N,008009P: Alternate Grounding Lug 3iL watts per table. o, GgL-4DRIE I PREVENT CORROSION SHEET NAME SPEC, SHEETS SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV-1 7 k O R t b FLORIDA ELECTRIC AND SOLAR a 719 HARBOUR POST DR. .:` TAMPA, FL 33602 CSLB.#CVC 57127 3 "'"'�"'"' `"-` email Joseph@flohdaelecfricandsolaccom structural structural ENGINEERS ENGINEERS January 20, 2021 Unirac Components and Cladding Roof Zones: 1411 Broadway Blvd. NE The Components and Cladding Roof Zones shall be determined based on ASCE 7-16 Component and Cladding design. REVISIONS Albuquerque, NM 87102 DESCRIPTION DATE REV Notes: 1) U-builder Online tool analysis is only for Unirac SM SOLARMOUNT Rail Flush systems only and do not INITIAL RELEASE ozlolnozz uR Attn.: Unirac - Engineering Department include roof capacity check. 2) Risk Category II per ASCE 7-16. Re: Engineering Certification for the Unirac U Builder 2.0 SOLARMOUNT Flush Rail 3) Topographic factor, kzt is 1.0. 4) Array Edge Factor Ye = 1.5 � PZSE, inc. - Structural Engineers has reviewed the Unirac SOLARMOUNT rails, proprietary mounting system constructed 5) Average parapet height is 0.0 ft. from modular parts which is intended for rooftop installation of solar photovoltaic (PV) panels; and has reviewed the U- 6) Wind speeds are height LRFvalues. builder Online tool. This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail, SOLARMOUNT 7) Attachment spacing(s) apply to a seismic design category E or less. STANDARD rail, and SOLARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware. All information, data and analysis contained within are based on, and comply with the following codes and typical specifications: Design Responsibility: 1. 2020 Florida Building Code, by Florida Building Commission The U-Builder design software is intended to be used under the responsible charge of a registered design professional 2. Minimum Design Loads for Buildings and other Structures, ASCEJSEi 7-16 where required by the authority having jurisdiction. In all cases, this U-builder software should be used under the 3. 2018 International Building Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-2 2017. direction of a design professional with sufficient structural engineering knowledge and experience to be able to: 4. 2018 international Residential Code, by International Cade Council, Inc. w/ Provisions from SEAOC PV-2 2017. Evaluate whether the U-Builder Software is applicable to the project, and 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, November Understand and determine the appropriate values for all input parameters of the U-Builder software. PROJECT NAME 1, 2012 by ICC-ES. 6. 2015 Aluminum Design Manual, by The Aluminum Association, 2015 This letter certifies that the Unirac SM SOLARMOUNT Rails Flush, when installed according to the U-Builder engineering report and the manufacture specifications, is in compliance with the above codes and loading criteria. L Following are typical specifications to meet the above code requirements: p p p g r-- vl J' Design Criteria.: Ground Snow Load::= fl 100 (psf) This certification excludes evaluation of the following components: LLJ CS Basic Wind Speed = 85 190 (mph) 1) The structure to support the loads imposed on the building by the array; including, but not limited to: strength Roof Mean 0.- 60 ft Height = g ( ) and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects Roof Pitch = 0 - 45 (degrees) of snow accumulation on the structure. Exposure Category ='B, C & 0 ' 2) The attachment of the SM SOLARMOUNT Rails to the existing structure. ('L LL C) Attachment Spacing: Per U-builder Engineering report. 3) The capacity of the solar module frame to resist the loads. l i L he I h Caratlleuer. Maximum cantileverength_ s J3, where L s the span noted in the U Bu Ider online- .This requires additional knowledge of the building and is outside the scope of the certification of this racking system. _¢ took DIGITAL SIGNATURE If you have any questions on the above, do not hesitate to call. Clearance: 2" to 10" clear from top of roof to tap of PV panel. ZAC Tolerance(s): 1.0' tolerance for any specified dimension in this report is allowed for installation. Prepared by: `e,***"* •CEN •. Installation Orientation: See SOLARMOUNT Rail Flush Installation Guide. PZSE, Inc. —Structural Engineers �` * \ Lc "_ ®�, Roseville, CACL * I10, 7322 '; Landscape - PV Panel long dimension is parallel to ridge/eave line of roof and the PV UJ panel is mounted on the long side. THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY PAUi ... � Portrait - PV Panel short dimension is parallel to ridge/eave line of roof and the PV panel is mounted on the short side. 1478-Stone Point Drive, Suite 190, Roseville, CA 95661 916,961.3960 916.961.3965 www.pzse.com IC. CItE , PE Cale 01120t2021 uofp4C A Si lA- I ) i%u i liE1-4TICATIC}N CC=uE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED r'�'�� *,;LUF�I�P,•'1C� �� AND SEALED M0 THE SFIA-1 AUTHENTICATION CODE MUST lBE VERIFIED t3N ELECTRONICANY COPIES. - . 1478 Stone Paint Drive, Suite 190, Roseville, CA 95661 01I2012021 916.961.3960 r 916,961.3965 www.pzse.com 02 SHEET SIZE ANSI B 11" X 17" SHEET NUMBER CSA Descriptive Report GROUP" and Test Results MASTER CONTRACT- 266909 REPORT: 70131735 PROJECT: 80060420 Edition 1: September20, 2017; Project 70131735— Albuquerque Issued by Michael Hoffnagle Edition 2: December 6, 2017; Project 70161436— Albuquerque Issued by Michael Hoffnagle Edition 3: October 8, 2018; Project 70185553 - Irvine Issued by Michael 1offnagle MASTER CONTRACT. 266909 REPORT: 70131735 PROJECT: 80060420 Edition 4: May 15, 2019; Project 70218415 - Irvine Issued by Uday Singh Edition 5: November 18, 2019; Project 80007667 - Irvine Issued by Michael Hoffnagle Edition 6: January 28, 2020; Project 80030869 - Irvine Issued by Michael Hoffnagle Edition 7: April 11, 2020; Project 80038806 -Irvine Prepared By: Michael Hoffnagle Authorized By: Sean Jiang Edition 8: September 29, 2020; Project 80050628 - Irvine Prepared By: Michael Hoffnagle Authorized By: Michael Hoffnagle Edition 9: February 23, 2021; Project 80060420 - Irvine Prepared By: Michael Hoffnagle Authorized By: Michael Hoffnagle Report pages reissued Contents: Certificate of Compliance - Pages I to 3 - Supplement to Certificate of Compliance - Pages I to 2 Description and Tests - Pages I to 22 Art I Installation Manual SM- Pages I to 33 Att2 Schematics SM— Pages 1 to 58 Att3 Installation Manual ULA - Pages I to 20 This report shall not be reproduced, except in full; without tbe approval oWSA Group: Page No: 16 Date Issued: February 23, 2021 Q.PEA K DUO L-G7.2 Q.PEAK DUO L-67.3 B.LINE PEAK DUO L-G7 131INE PEAK DUO L-G I B.LINE PEAK DUO L-G7.2 B.LINE PEAK DUO L-G7.3 Q.PEAK DUO-G8 Q.PEAK DUO BLK-G6 Q.PEAK DUO BLK-G6+ Q.PEAK DUO-G6 Q.PEAK DUO-G6+ Q.PEAK DUO BLK-G8+ Q.PEAK DUO BLK-G8 Q.PEAK DUO-G8 Q.PEAK DUO-G8+ QTEAK DUO-G5/SC Q.PEAK DUO-G6+/SC Q.PEAK DUO BLK-G5/SC QTEA K DUO BLK-G6+/AC Q.PEA K DUO BLK-G6+/SC Q.PEAK DUO BLK-G7 Q.PEAK DUO G6+/AC Q.PEAK DUO L-G5.1 Q.PEAK DUO L-G6.1 Q.PEAK DUO L-G7.4 Q.PEAK DUO L G7.7 QTEAK DUO L-158 Q.PEAK DUO L G8. I Q.PEAK DUO L-G8.2 Q.PEAK DUO L-68:3 Q.PEAK DUO L-G8.3/BFF Q.PLUS DUO L-G5 Q.PLUS DU6I>G5:1 QTLUS DUO L G5.2 Q.PLUS DUO L-65.3 Q.PEAK DUO BLKM1,(;9 f- Q.PEA K DUO M L-G) QTEAK DUO BL.K M L -G) Q.PEAKDUO MI,-G9+ TwinPeak2S72 RECx?aTP2S(M) 72, Peak Energy RFiCxxx1`E, Twh Peak2BLK2 RECxxxTP2 BLK2, TwinPeak2 RECxvxTP2(M), REC TwinPeak RECxxxTP, TwinPeak 72 RECxxxTP72, Peak Energy 72 RECxxxPE72 N-PEAK RECmxAA(BLK) Renes.ola All 60-cell modules RSM 144-6, Risen RSM72-6 (MDG) (M), RSM60-6 PowerXT- R-PD/BD, - Solaria PowerXT-R-AC, PowerXT-xxxC S-EnergySN72 Series; 34 Bunsen, Irvine, CA, U.S.A. 92618 Telephone: 949.733,4300 1 .800.463.6727 Fax:949.733.4320 www.mgroLp.org DQD 507.10 Rev 2020-07-02 _ v 2020 CSA Group. All rights reserved. _ DQD 547.10 Rev 2020-07-02 -/ 2020 CSAGroup, All rights reserved. k' O Ktb C 6 FLORIDA ELECTRIC AND SOLAR 719 HARBOUR POST DR. TAMPA, FL 33602 CSLB.#CVC 57127 rmail Joseph@flondaelectricandsolar con REVISIONS DESCRIPTION- I DATE ' REV INITIALRELEASE 02f01/2U2i UR PROJECT NAME , LIJ R" CD 0 Z 0 U V— � CO ®a Z co1 ®— W CL ®1 SHEET NAME SPEC SHEETS SHEET SIZE CIS[ 1$[ "X17'° SHEET NUMBER _ ®1