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HomeMy WebLinkAbout22-3655813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittinti 352 443 _6580 'a Owner's Name jNLI MUMTAZ & ALI PATRICIA & �MQORE Contact Owner �Ph.. �N. or b., 410 365-2453 Owners Address 8032 WMEAT STONE DRIVE, ZEPHYRHILL5, FL 33540 Owner Phone Number E4437 �243-7�035� Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION L—CRES1:VIE::HILLS PARCEL ID#[:2::6:-:2:5:-2::I::-:O::l::4:0:-:O:O::I:�00-0�040��� W:= (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 014 ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQFOOTAGE [j:jjE HEIGHT VALUATION OF TOTAL CONSTRUCTION AMPSERVICE200A PROGRESS ENERGY W,R.E.C, =MECHANICAL E== VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS [�oM� FLOOD ZONE AREA =YES NO BUILDER COMPANY E SIGNATURE REGISTERED ;;;��IEE IU�RRI.YIN�� Address License #==== ELECTRICIAN COMPANY SKY SOLAR ENERGY INC DWg��� Y N SIGNATURE REGISTERED N FEE CURREN, Address 0417 CMRNCEY RR UNIT 103. ZEPHYRHILL5, FL 33542 License PLUMBER COMPANY E� ,,r -N SIGNATURE E=== RFGECrFRF0 CUuDr��� Address E========= License #E=:=== MECHANICAL COMPANY SIGNATURE E:=:= REGISTFRED ,PcuRr r Address License #E=:=== OTHER COMPANY SIGNATURE C=== REOrSrERED Address License #E===:= RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for now construction, Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans w/ Sill Fence installed, Sanitary Facilities & I dumpster; Site Work Permit for subdivisionstlarge 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, Stormarater Plans w/ 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. (A/C 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 (PlotiSurvey/Footage) Af 4 3� S5 �Ew y A 612 2 Driveways -Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zelphyrthills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands thatthis permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor car contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division --Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County, TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 819-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be iderififfierl at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate Of Occupancy' or final power release, If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amenderi If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. if the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "momer"prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not Limited to: - Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks, US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted, If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating Volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A' in connection with a permitted building using stem wall construction, I certify that flit will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work ,authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exrood ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned. 1*AKfflk"* 114=00LA "I'll I I A , "1 11 i 11 11, 1 ''1 11 X OWNER OR AGENT Subscribed and swom to (or affirmed) before me this by Who is/are personally known to me or firelhave produced as identification. Notary Public Commission No. Name oNotary typed —printed or stamped - Public Noury Public State of Florida Kayelee Hickey My Commission HH 149341 vo ry Expires 07/W2025 a ENGINEERING RE: Structural Certification for Installation of Residential Solar MUMTAZ ALI & NAILA MOORE:8032 WHEAT STONE DR, ZEPHYRHILLS, FL 33540 Attn: To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composite shingle roofing over 1/2 inch plywood supported by 2X4 Rafters at 24 inches Jhe slope of the roof was approximated to be 18 degrees and having an allowable maximum chord span of 6 feet between supports, I UT17 framing has been determined to be adequate to support the imposed loads without structural upgrades. find any discrepancies, a written approval from SEOR is mandatory before proceeding with install, Capacity calculations were done in accordance with applicable building codes. Code 2020 Florida Building Code (ASCE 7-16) Risk c �at e o �r II Wind Load Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow- S 0 psf If you have any questions on the above, please do not hesitate to call. Vincent Mwumvaneza, P.E EV Engineering LLC 276-220-00)64;!S) 1348 (component and Cladding) V 140 mph Exposure B This item has been electronically signed and sealed by Vincent MWL11nWneZa using a Digital Signature and Date. Printed copies of this document are not considered signed and sealed and the signature most be verified on any electronic copies, Vincent"""", "9"d by VV'cent Mwum M—�-- vaneza projects @even gi nee rsnet,co m http://www.evengineersnet.com !=`%�P"EV mom& ENGINEERING Scope of Work 'his -Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet I Cover 2 Attachment checks 3 Roof Framing Check 4 Seismic Check and Scope of work zmq���M Code 2020 Florida Bui Risk cafe ar ## Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 0 psf Wind Load (component and Cladding) V *11 mph Exposure B References NDS for Wood Construction Vincent Mwumvaneza, P,E Eli Engineering LLC 276-220-006il ,�951-355-33,48 tAwu No.86986 0% STATE OF `!4� 0,10 ;e //1,1111111110 Exp,02128/2023 STRUCTURAL ONLY This item has been electronically signed and sealed by VincentMuTunvancza using a Digital Signaturewid Date. Printed copies of this document arc not considered signed and sealed and the signature must be wrified onany electronic copies. Di Vincentby V,,,,,. q,Mfly,�9,ed MwumM...... DZ,e. . v a n ez a projects@evengineersnet.com http://www.evengineersnet.com EV mmok ENGINEERING amzfmm� V= ASCE 7-16 Figure 26.5-1B Exposure = Kzt = LO ASCE 7-16 Sec 26.8.2 Kz = ASCE 7-16 Table 26,10-1 ....... . .... ... R Kd = O,85 ASCE 7-16 Table 26.6-1 Ke = 1.00 ASCE 7-16 Table 26.9-1 qh= 0.00256K,K,tKdK,V2 = 24.24 psf Pitch Degrees YE= Conservatively assuming all exposed Ya=, conservatively assuming effective area 10 ft2 9R!ift-A-W-1 Zone(1,2e) Zone(2r, 2n) Zone(3e) Zone(3r) Fig. 30-3-2 GCP= -111 -2 -2 -2.4 Eq. 29.4-7 P=qh(GCp)(VE)(V.)= -31.99 -58,17 -58,17 -69,80 GCP= 0.5 Figure 30.3-2 P=qh(GC1)(VE)(V.)= 14.54 Equation 29,4-7 Hatter Attachments: u.bu+o.bw mu=ib Connection Check Attachement max. spacing ft= "agfficrffleweh*etr*atio*nAW' 266 lbs/in Table 12.2A - NDS 2.5 in DFL Assumed Prying Coefficient 1.4 Allowable Capacity= 760 lbs Zone Average Trib Width Area (ft) Uplift (lbs) Down (lbs) Zone(1,2e) 4 ILO 165,9 138.6 Zone(Zr, 2n) 4 UO 289.9 138,6 zone(3e) 4 11.0 2893 138,6 Zone(3r) 4 11.0 345.1 138,6 Conservative Max= 345,1 < 760 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. projects@evengineersnet.com http://www.evengineersnet.com EV viomm ENGINEERING Vertical Load Resisting System Design ......... . Max Length, L 6.0 Tributary Width, WT 24 in Ear = 10 psf 20 pif Lr = 20 psf Wgown"' 14,54 psf 29,1 plf Pv= 3 psf 6 pif Load Case: DL+n-rW (-- - - ` Pv max Shear= 138.6 lbs Max Moment, M, = 196 lb-ft Conservative Max Shear, VL,=wL/2+Pv Point Load = 217 lb 2X4 Design Value CL CF Cj Pb = 900 psi 1.0 1.5 1.0 TV7- 180 psi N/A N/A 1.0 T -= 160000-0 psi N/A N/A 1.0 Emin = 580000 psi N/A N/A 1.0 Depth, d = 3.5 in Width, b = 1.5 in Cross-Sectonal Area, A = 525 in 2 Moment of Inertia, 1= 535938 in 4 Section Modulus, S,, = 10625 in 3 Allowable Moment, M.11 = Fb'Sxx = 396,2 lb-ft Allowable Shear, V,11 = 2/3Fv'A = 630,0 lb DCR=M,/M,,,, = 0,31 < 1 DCR=V,/V,ll = 034 < 1 REERM Roof Dead Load % or Roof with Pv Dpv and Racking Average Total Dead Load Increase in Dead Load 1M EV mom ENGINEERING WIM 15,5% 3 psf 10.5 psf 23%�k The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required, MUMTAZ ALI & NAILA MOORE. The analysis was according to applicable building codes, professional engineering and de,-ign P il2inns and iudgmPntr- The calculations nr�4LJcei, for this dwelling's as-t-scment irp oni recognized structural analysis standards and procedures. projects@evengineersnet.com http://www.evengineersnet.com mmmmmmm"mm 7, MUM-FAZ ALI & NAILA MOORE NEW GRID- INTERACTIVE PHOTOVOLTAIC SYSTEM DC SYSTEM SIZE (8.58KW) SITE MAP (N.T,S) 1 —INCER IT -OUBD SYSTEM DETAILS Nrw Gwov�X'RACTD,K wNYovoLTAK' U� RATING OF SYSI ED S.YSTEMSM A,%KWrC�S�C C, 'DOMIUD, w // i I I h,, il­� ha, E,,R d� d_C,�RyAg'_,:d AC RATING OF SYSYEM 8,S INA Ey vj­.1XI_'­ Z� AN IM -11119 Sig-� I- X, --------- - NO OUTPUT CURFEW 3G.OI5 A pn.I'd­rD2 �nd ... 1Yd and -1, I —a be —ified ��,y NO. Of MODULES (26)PANISO -41Y Vincent POINT OF CCEINECOOD BACKFEED BREWER C, �F ,MC STRUCTWMIL ONLY mwum w �2 B ARCHES OF 9 NOW S XV7N2.' AINA� SMINGING 1) BvDcU OF 8 MOOD, vaneza < o SITE DETAILS VICINITY MAP—— Lu ASHRAEE�1j,IEjAF1,OW < CNJ a- ASHRAE 2RF HIGH 33-C Cl) LIJ GODUNC, ODD. 1,0'. 0 nF 1,ompp wsa wmD SPEED UO'E"oky ONO) F.ROALIBIF LAT�­ BY Rl� A GOVERNING CODES �_z w RED CL 2GAII IFECI FLORIDA BUILDING COLD 7THEOLRM2D21�F0CL N, C, FLORIDA FIRE PR� CENTION GODE, 77HFUNGN. 2UNI,' FLOF40A EXLETjW­ SLULDING CODE TT�EN ION 2020 f-EC F� NATIODAL EU�CTNIC CODE, NEC 20'? CODF SOOK, NF�A 7� WIND FLOW MAP T-7-71 SHEETINDEX L—A -1 SHEE Or, SHEErNAIIE PERMI DEVELOP R A-00 S41E OICINI" I"AP A-01 S-01 ARRA� �YOUT OSS S�02 STRUCTURAI. AITASHVIENT DETAIL E-01 FIED, L MOB DIAGIAM -1 IONS F - W, AqRINGCALCU� -ET NAOIE E-03 SYSTEM OaEUNG SITE MAP & CS�Dl IN LE DATAS�EET VICINITY MAP D$ � 02 INVE., RC�IASUEIO BE - 0-1 �'BNFR D� ET SOC... BIG NOTES: 1. LOCATION OF JUNC­NONBOVES), AC DSGONNE—S(S`, AC COMSNER PANEL(S), AND OTHER ELECTPICAL EQUIPMENT(S) RELEVA,FIT TO PV INSTPJLLATiON SUBJECT TO CHANGE BASED 01,41 SITE CONUIIONS. 2, SETBACKS AT R*GES CAN BE REDUCEED TO 18 iNCHIES IN COMPLIANCEA11TH FBC R 324k2: 70TAL PLAN �AEAI AREA = 3035,411, SQFT - I , OTALAV AREA 26(626 IN)41,5 .N)1(144 IN12) 469,07 SQFT f 469,07 SQFT/ 3035,41 SOFT11 00 1 5A5 % TOTAL PV AREA POPULATES 15,45 A OF 110TAL PLAN VlEV-J AREA AND TS WITHIN THE 33% REQUIREMENT. 0 MODULE TYPE, DWENSIONS & WEIGHT NUMBER OF MODULES = 26 MODULES MODULE TYPE = PANASONIC VBHN330SAI 7 330W SOLAR MODULES WEIGHT = 4(L81 LBS f 18.6 KG, MODULE DIMENSIONS = 62,6'X 415'= 18,04 SF NUMBER OF INVERTER = 26 WCROINVERTERS INVERTER I YPF = FNPHASF IQ7X-96-2-US MfCROINVFRTERS DC SYSTEM SIZE: 8.58 KW AD SYSTEM SIZE: 8,19 KW ..j j vl..—... ej—aj-d the o'" be —S—d GF14FRAL INSTALLATION PLAN NOTES: AS SHOWN IN SHEET S-01 AND AS FOLLOWS FOR EACH WIND ZONE. WIND ZONE is MAX SPAN 4'-6* O.C. qT8 'm',mwug WIND ZONE 2: MAX SPAN 4'-O'OC. WIND ZONE 3: MAX SPAN 2'-©" O.C. 2) EXISTING RLSIDLN I IAL BUILDING ROOF WITH MEAN ROOF HEIGHT 15 FT AND 2'x4'WOOD ROOF RAFTERS SPACED 24" O.C. CONTRACTOR TO FIELD VERIFY AND SHALL REPORT TO THE ENGINEER IF ANY DISCREPANCIES EXIST BETWEEN PLANS AND IN FIELD CONDITIONS. I CERTIFY THAT THE INSTALLATION OF THE MODULES IS IN COMPLIANCE WITH FBC: RESIDENTIAL CHAPTER 1BUILIANG STRUCTURE WILL SAFELY ACCOMMODATE LATERAL AND UPLIFT WIND LOADS. AND EQUIPMENT DEAD LOADS,' ----- -- -- — ------- - ------------------- --- ------ 0 Lu c) 0 Z < n, 0 LL ROOF DESCRIPTION R99FAI) MODULES - 26 ROOF TILT - 18' ROOF AZIMUTH - 109' RAFTER SIZE - 2"X4- @ 24- O.C. SOLAR MODULE AWHIM" '\�Yl owukl,/!" ­d ­W b, vi-,of m—"."en UATF, ;F "4;� Mg-W.-.,t bifid o. -y fill Iff 0 1 Vincent IE 1 1 23 STRUCTURAt O*LY mwUm vaneza -);e 4 f-, d' i 0 1_5 f w A, .. .. .... ........ . .. 7V_9&1 ROOF #1 TPUSS,' RAFTERS IOC A1 IONS ARE APPROXIMAXE, ACTUAL LOCAT"ONS Mul"Y Dar FEP AND CONTPACTOR MAY NE'E'D 10 ADJUST MOUNT LOCATIONS, !N NO CAs SHALL THE IRAO T SPACHNG EXCE E(2 "MAX MOUNT SPACING' C) Lu 'z 1 Ld C') Lai 0 U- < 0 N 2: lQ_ < ul < 7- Q' Z C'4 a. �LEGENDS Cora FIRE SETBACK of i -VENT Al TIC FAN (ROOF OBSTRUCTION) PV ROOF ATTACHMENT RAILS RAFTERS / TRUSSES METAL SEAM WIND 'ZONEI 7_1_WIND ZONE I [7 WIND ZONE V WIND ZONE 2 V41ND ZONE (2) WIND ZONE (2r) -WIND ZONE (2a) WIND ZONE (2n) LMEN{3 ZONE 3 L7'j WIND ZONE (3) WIND ZONE (3r) WIND ZONE (39) PERMi- DEVELOPER %ErT NA.vr ARRAY i LAYOUT Sa+EETNUMBER S-01 PHOTOVOLTAIC MODULE GENERAL NOTES- 1. APPLICABLE CODE: 2020 FLORIDA BUILDING CODE 7th ED. & ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER NDS(2012) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 3, ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, CONSIDERING FROM A r TO A MAXIMUM 27- (2/12 TO A MAXIMUM 6112 PITCH) ROOF IN SCHEDULE, ALL RESIDENTIAL ROOFS SHALL NOT EXCEED 30`-0' MEAN ROOF HEIGHT, 4, ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. 5. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO MANUFACTURERS` MANUAL FOR. ALL ARCHITECTURAL- MECHANICAL, ELECTRICAL., AND SOLAR SPECS. 6. ALL ALUMINUM COMPONENTS SHALL BE ANODIZED ALUMINIUM 6105-T5 UNLESS OTHERWISE NOTED. T LAG BOLTS SHALL BE ASTM A276 STAINLESS STEEL UNLESS OTHERWISE NOTED. 8, ALL RAILING AND MODULES SHALL BE INSTALLED PER MANUFACTURERS' INSTRUCTIONS. 9. € CERTIFY THAT THE INSTALLATION OF THE MODULES 1S IN COMPLIANCE WITH FBC:BUILDING CHAPTER 16 AND FBC:RESIDENTIAL CHAPTER 3. BUILDING STRUCTURE WILL SAFELY ACCOMMODATE CALCULATED WIND LATERAL AND UPLIFT FORCES, AND EQUIPMENT DEAD LOADS. mimmmmEmm la SHINGLE FLASHING WOOD SHEATHING 5(16" xT' STAINLESS \..... RAFTERS STEEL LAG SCREW IRONRIDGE XR 100 -- UNI C (F HL ) — \ l WOOD SHEATHING ' I, \ SHINGLE FLASHING j I *w'jAf"'/" lfi" a— h b -u n II " rA,d p'4�,. 'fir h5&:iE � d Er i'r 1 tF]s s� 1}gi i�g di�si i i ATE CP 9g i b :5cdfl3uy Vincent STRUCTURAL ONLY IY SwI.Im o Va€ eza STRUCTURAL ATTACHMENT DETAILS i I # 344 "{Y � ZLF H F 3.5 Vi. 335eY i uC6rossn sca3�xwza �NCIMEER CC( (�'E 13!!U I I � F � e�P Lu — ! z co a 0 -f j',u- i— < W T f 04 ° i i a FI � I � I - �__ PERMIT u—j ,ALE IXr^i&2t"fi2 SK:kEft CG3 SHEET NAME. STRUCTURAL ATTACHMENT ' _i3_E_Tf SHE`ci `fUM5ER IS -02 , Q CABL.L P 43 e T t P£ f 2 fi A X J .V T ri, FORTH Y fl A l- "F PT 5 Y ti E ICA (i t % siw BLE � MSED ER, AS F, RSE �, ,{ A SUIPit(T PI, SYSTEMS IHAC SEE!,,' _rS EPk dL6Tt t' �,f. �.� E d3 �.�57 R.�,.€ t E �tdf S R i},_, E 3,_ - , k W ENCAkLcfi2 Ch U&C%OFiO 1 q w SOLAR ARRAY (8.58HV9 JC ^Tc ) — (26) PANA.SONIC VBHN330SA17 33OW SOi.AR MODJI.ES � , f2i BRANCHES OF 9 MODULES Ip _ _ _ t 7) Bar NCH DE S MODUI ES "PHASE 147Y 9 i2-Ls riWCROiNVER7E,R3 Z-- Pi mow -Es INTERCONNECTIONLu 124% RIFLE NEC 705,12S}{) 3A6) l i--t z J iLi ! E3 SOLAR BAGKFE3} ( TO UTILITY GRID ( `"'i o !„ _ ---' ( u3 �S 9'f3h SbA-Lii}i A 200a anwzn, Li SSRA 20•i -244A BMIRF_CTIONAL (� W S t1 ii1 ( 5t' V, ivEkhA 3R ! UTILITY METER UL LISTED it 4-PHASE, 240V X( (N1 125AENPHASE ICI COMBINER 3 E IX-34AM9-240-3) jVJfTH UPTO(4) % (OUTSIDE HOUSE) ( . < � 2-POLE BREAKERS AND ENVOY (N) AC DISCONNECT" 1.4 '' 4'm"s ,. COMMUNICATION GATEWAY6V. ] 2460AMP, ❑NFUSEL7 , i t OLEI NEMA 3R, UL LISTED u { coIL) MAIN SERVICE '� .. ((OUTSIDDE HOUSEEc l i 1 7 (3)A10 ASS THW,4-2 BLACK - '' PigMAINGREAKER �,..y ()#10 AY GTHVJ1e-2 _N6"G -- i' j'- —IG- 150W2P, 240V t y MC. kC,t#Jfi^34'- 7sA t66CJ2PEQ,- _ PVC HELP NUC-Q RI RC, � �....'.. i� i � � �- � � -• ..../ L"NC, FAT, ENT OR E£AT CONDUIT RUN ` ) #S AM(i -'HWA1 2 I 1 { #-D ANC; THWN, 2GI t IN 34'I BUS, Fc LFM0. ' PVC, NUPE hLr-C, RTRC, , =Nc. FM < exr OR EMTCONDUITRUN c 50N2P o " BACKFFED BREAKER -s—•--...- ( L + PERMIT DEVELOPER f s t - i EXESTiNG GROUMflIM nE if 1 F SHEE NAAAE ELECTRICAL ns Lm C¢ a6 c3 LINE C7IRGRAM DQttimg. A •i9 •.. n� 5C31P f EYbRI!in It?Yrd :19?T a �.., - .....,—... .._..—.__. ..J VWN--f:Av7476D ice, a BS,�ddS yecr -ieP C ^+1ps �y v+c.,ur^rr#ae=Y.R SHEET NUMBER. g0000777P3Br`588 + ., sr : ecfsker sc2 xfsnd se x+ sit (V /�'yy _ CM 626D -oF.r L e!; s ixv=*lA.,e any S -43 Wcz^cr#.;s xss. III ELECTRICAL CALCULATIONS: CURREN'FCARRYING CONDUCT'OR (A) BEFORE IQ COMBINER PANEL J AMT BIENT FAPE0YTJRI: =33'C CONDUIT INSTALLED AT MINIMUM DISTANCE OF 7/8 INCHES ABOVE ROOF,',,,,,NEC 310,15(B)(3)(c) TEMPERATURE DERATE FACTOR - 0.96 ...NEC 310.15(B)(2)(a) GROUPING FACTOR - 0.8_NEC 310.1 5(B)(3)(a) CONDUCTOR AMPACITY =(INVO/P CURRFiNT)xl.25/A.T.F/G.F ... NEC690.8(B) =[(9xI.3I)xI.25]/0.96/0.8 = 19.18 A SELECTED CONDUCTOR - #10 THWN-2 ... NEC 310.I-i(B)(16) (B) AFTER IQ COMBINER PANEL TEMPERATURE DERATE FACTOR - 0.96 GROUPING FACTOR - I CONDUCTOR AMPACITY =(TOTAL INV O/P CURRENT) x 1.25 / 0,96 / I _NEC 690.8(B) =[(26x 1.31) x 1,25] /0.96 / 1 =4435 A SELECTED CONDUCTOR - #8 THWN-2,..NEC 310A5(B)(16) 1 PV OVER CURRENT RROTECTRAN _NEC 690.9(B) =TOTAL INVERTER O/P CURRENT x 1.25 =(26 x 1.31) x 125 = 42.58 A SELECTED OCPD =50A SELECTED EQUIPMFNT GROUND CONDUCTOR (EGC) = #10 THWN-2 ... NEC 250,122(A) Domingo A D�"A' ggn by Viilaruef:A01410 D000001 77F38C D.. aO2z�022z 588CW016260 %ar.z2 W �Ey r 7hjS k,.eM %a$ FRB. Mj, S' wd Dow rerbt ­W,ed nnd ,d sgaWd �,ft. ELECTRICAL NOTES 1, ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, AND LABELED FOR ITS APPLICATION. 2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 V AND 90 DEGREE C WET ENVIRONMENT.THE TERMINALS ARE RATED FOR 75 DEGREE C. 3, CONDUCTOR TERMINATION AND SPLICING AS PER NEC 110.14 4. 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. 5. WORKING CLEARANCES AROUND ALL NEW AND EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC 110.26. 6. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS, SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES AND STANDARDS, 7. WHERE SIZES OF JUNCTION BOXES, RACEWAYS. AND CONDUITS ARE NOT SPECIFIED, THE CONTRACTOR SHALL SIZE THEM ACCORDINGLY, 8. ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY LABELED AND READILY VISIBLE. 9. MODULE GROUNDING CLIPS TO BE INSTALLED BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL, PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 10, MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C. VIA INEES LUG OR ILSCO GBL-40BT LAY -IN LUG. 11. THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE . 12. UTILITY HAS 24-HR UNRESTRICTED ACCESS TO ALL PHOTOVOLTAIC SYSTEM COMPONENTS LOCATED AT THE SERVICE ENTRANCE, 11 MODULES CONFORM TO AND ARE LISTED UNDER UL 1703, 14. RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. 15. CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC ARTICLE 300,6 (C) (1) AND ARTICLE 31(L10 (D). 16, CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE IN WET LOCATIONS PER NEC ARTICLE 310,10 (C), UNMER—TER SPE!CfFICNATTON—��_ -------- �MANUFACTURER ENPHASE MODEL NO.IQ7X-92-2-US !MAX OUTPUT POWER 315 VA MINAL AC_OUTPUT VOLTAGE 240 V NgnML AC OUTPUT CURRENT 131 A F_ SPECIFICATION pECI-r7l ____7 M0b_LTLE CATION Fm_olE L NO. !PANASIC ON BHN3305A17 330W PEAK POWER RATED CURRENT (Impp) OPEN CIRCUIT VOLTAGE (Voc) [5ffg-P�E �I�UEF �CLJRREEIN7( ---- ------ l­.WMxlw79 _z Lu rs UJ ce z < o u- co C6 N Z < LLI 7 uJ _T J, PF-RV,r DEVROPER SHEET NAME r__ WIRING CALCULATIONS 1 t TSHEET NUMBER E_-;_T__j Si 9.CTR C SHOCK H HO NOT TOUCFt TERMINALS TERMfNAtS 4N I3076i 11tdE AND LOAD SIDES MAY SE ENERGIZED 3 i 1N THE OPEN POSMON LAk3EE LCaCAFfONr AC DISCONNECT PUNT OF INTERCONNECTION, COMSiNER PANEL (PER CODE: NEC 690.13(8)) WAa NN KWA�][.. P.OTQ3��6.TAiC� POWER SSOURCE....�x AB t4.OfAr40N CONDUIT RUNWAY (PER CODE: NEC690.31(G)(3)(4)) LABEL LOCATION: MAIN SERVICE DISCONNECT (NEC 705.12(BX34) & NEC 690.59) Act'ESWE FASTER D3IGNO -Si Z55544GII PRODUCT SAFEr aaGN$AND L LS. PROADES GJtDE ff.EE FOR SUITABLE FONT SrE4 WORCS. CO. 0:2. , -SYMBOLS AND LOCATION REQUIREMENTS FOR LABELS. NEC it021(B}(Sj THE LkBEL SHALL BE OF SUFFICIEN7, UURASILF:Y.O V41HSTAND"I HE ENViROWENT iNVG VED NEC 1'r421(B)31 ADPteSIV2 FASTENED SIGNSUAY BE ACGEPTA$LE IF PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESG �FNT, iFC 6QS 11. � 3 -�' fix•... s rr.PT- ,� � rA � LABEL LOCATION: AC DISCONNECt, INVERTER (PER CODE DEC 69054) LADE CCATK)AF POINT Or INTERCONNECTION, MAIN SERVICE DISCONNECT (i'Et, CODE. Nic`C 705.12 Rny2)Wa (Not requ B panelb—d -Id not Ie5S Than sum of ampere ratings I et a cvercurrert i—supplyi_#I LABEL LOCATION'. MISI14 R PANEL, AC DISCONNECT {PER CODE: NEC 690.52) _FyFaE ' t?CATH3#; .NO DISCONNECT, DC DISCONNECT, POINT OF tISTERCC IRNECTION {PER CODE: NEC 606.56{C)(3)) tFC 605.11.3.1(1) & 690.56(C)(1)(a) Label for PV Systems ti, Shut dawn the array and the conductors leaving the aa, y Domingo E 9 zkyslB��r.G by Vit(am'si A0141 ODf# Ya ,,,tTw <iaowrenm 0000177F3BC58$C x a. z5acae zso s 0001626D azmo 4im ( h�Gd ei'n SY ZE?h',YRMt4i5 fA,3r+kM1 4 ncr,�see ezase:asxs jEM�tNekN OF 6.ECOFt�3 __._ S j i I I C1 i C6 LLJ f Lj i 0 `.. LLJ 2 cit co N I _ —)r a F-d- i i uJ I 3cl I 1 rrl I I r PER11,11 GEv£LOPER j wAxe cvsr�azz oEsicNER c<;S t Re_vN-1F 7 ^-- f _sr��TnAtbsg�- SYSTEM ; LABELING ,SHEET ht 03UPo�t$ER _. S-- .—Ph— ib—, 1.ye- The thi,,, 3uM iayvs r@duce ,—Qmg m Nghe, �-,qy -zp., t"fan .... —1, AU ..idt 'I d-19—dfol Thv, -Il ubta,,, qw r&R-Aed b-k f— he rear s,de —tWial M111h Pt—, ­ e fight and cn . bed,nW energy_ K-ft4ft High VRL—y at W'sh Temp—W— At—ph-tm ---, HIT 1 —1,,— is plf—, t h,gfb d-, tc th,, ubty f -0,258%,,"IC, N. oOy, w"', d— I. — Ti.t m m.re c,,,my ..Y G..Uty -d Rdibility P, 21 y m .1 —wfact.nng H,-, —'20 t.ts bly.M th— —d.tdd by sl-d.lm pl—dl Wl— q.iqy —r— H -N4Y�W bl� IT -V—ly L-, I ght 1,,d—d Nqgada�k,,WDJ ..d -o P.�-tW IMed D.g.daplol ,hi& s.Pp.,t� tiabtidy vbd 'Y .�sy % Irl.,—' dq. damb tv 9.26%cmizyp— tc 0. 0% p—, Z,I ThiIt- h. been �dwVk�1 sk,-d abb .Id�C=v=-9. ours A wggy DiiIiml�pn� ate,Pdmd .pe� tu dxumwa.nol wsidmd signed wd swlsdaM the DWI 77BBCS8800 b<01626D etertfong�,,,ff.dW.y j. Mdu�ty 25 y— pmduct —krl-,hip ­6 ;—f—al— --*j i, 6.,.M4 by rt.,y .W —par"j- Pam—', Pear - p—,-d W 9036% fw 25,y,,s, f., greafcr th- Wh,l t—gth, bemg bk, I. h-did! -ds & up w 54GPP. At-m ffie & d13yi2 ya— q-m —te, and — met. pU� I. qd, ed.6ng —t- s',- -d -Uq, lsb d ri .,, thc madutrean mom ,.,.bqM g.qmg ,qb td g",—, , uj C6 uj uj Cl) 0 z o C, < Lu < tc z rL w 14 L ----------- L-1 PERMIT DEVLLIIPEF MODULE 1 DATASHEET L -------------- SHEET WJMSEr CIS-01 u, k V/ 1; 6D A ILI` Tr m I I x, d, d"k Aso Aej �y 2=1?n1v%1 Enphase hwlicroinv"�Frtev The high -powieralsmart arid -ready i es r,­,,A, �Q, t­X rk�­ drarnaticaPy st p fi he Installation pror,,ess, while achieving the highest tootern efficiency for systernsai'th 96-cell (nodules, Part of the Eriphrae IQ Systern. the IQ 1X Micro tritogratesi earth the Enploace IQ Eovoy", Enithase IQ Battery", and the Enjoraes Enlighten' monitoring and arialysis softdatre, The IQ SeuestAcroinverters extend the reliability standards set forth by previous generations And undergo over a InHion hours of power -on testing, ernabflng Enphase to teovide an nthurify-leading warrarde of up to 25 years. Enphase IQ 7X Microinverter swu r DKIA toot ds7.,?6,2 We "'d r 46'u ,R; 1­'­ I I v be x11;1;1z 1� 1� wllll am" -,d'd I�l A,� 1;1, 1­10 I,q1I11 ­,, 2,)Ap,, OUTtlUT DATA (ACI it 241 VAC 2itit ­,C V v 1­­ 2011, rp­ollm Iy240 VA, rI2Ce vi�IC A id C4+`3dson, DATA WC .......... ... .. Ado.dAi­o,i-I'w dt, -X 96-'r jo, MIN A1101,16 W li1 X apdn­ d1v,,, Y., HATURES pe"y 0 I,— dIl I ol.11"d -Io odr`W ior k­ ri 174 SA�i ,2 i " 9 1 M 1 r 1"'j P a AU, 14d S' 1`11 C�' i r4 - �1- P,­rl If", S,� by ENPHASE U, Z 0 At 0 , (6 IN, At < CNI CL LU ar N S ------ - — ----- ------------------ refdart DEVELOPER I L SHEETNAMF INVERTER L —1-OATASHEET ­ - ­­­ I-,,--,-- ­ i SHFET NUMBER DS-02 4­_6 Domingo A V7lalael:A01410D 0GW(H 77F38C588 C0001626D Uzz �Ps bow d= v'd.4=DP*vvAR! :Sgw uRms &x R Pon Enphase ,Q Combiner 3 (X-IQ-AMI-240-3) of brOCE -d 1,pl;.11i ..wd 51 b p 1, f"u-, 2 role b,­h 0'JAC DO F r0lal PV V t",.,rh ,­wls Reiorble Dv,.W,,NM 3p �11_lo­lll R of ea USTO w iem "ore 'goat Erphase offv<mgs, 'mil, CZkENPHASE Enphase IQ Combiner 3 MODEL NUMBER e, t+j 2 ACCESSORIFS snd REPLAtEMINT PARTS 5 ,,'# pl, y1 8f, d "'t 'r f. I Sy 2 Y.0 , RLe, ssbme,., o&,e C spM W11, Eml­ FSt-ge, �t_p Crjt',,o`x;T_w tt -h, I `L d. u, f,.a .,,t f, ­X. M PR21,,q C,-A bl- PPK 2CA 21411, " pE­l F'R220 011tc-01 P,,-, W,,ca r> o,dgpv/k q--y P-1 FA PU 3 t­ —Y qI Q f�,, I P, c 0 n F,,,,,o, p, t,,d c,, d P 1, 8) f r C 3 ELECTRICALSPE WMATMNS s"-I'm 'wMG, SR, 120/asv, E8 H, i_5A f_lllw`l,,lW.9t , 01�tpWl 90 A M­ _'U.: '7 N 1 A Lgc" b­1.11 -, 0 .6do C", 200 A M,,,d t.�Vc, &nr.y MECHAWMAt DATA 'N riR"rt 111110�'NEMA lyp"IR, serer t,­­hpt 410 �,Zmq ARr,0, �0'20AQI M111— *5'r, ve„f) 8,211&gf" ­,"'Aa, O9t­4cE', OW-OW"M COMPUANCE ti c—PlIa'—, fo Fr—Y Ui 1,0601 WCANCSA 2 L7 N611,s[0 1 re) fearn more abmo Enphase �fferjrtgo, vAit eopha5eApm, ENPHASE .6 uj cl) Z C", < 0 0 -j if LL 0 Z7 D < z i CIS UJ CO F j S H _EET NAME COMBINER DATASHEET SHEET NUMBER TES-03 3 K i ?�� {r En nsu .� .4s k n. ver H.ml—rZon,H# r a , r tft6k n < - i k r airs: ": . r <s rd - r 4Js pto� ,^ `d,fd P h,: Flush E: R ` d 3-i / �., P.3 n r...crti✓' :' n L ,.. .f.^ ;es - a c rfs =,tea d fm-c; , , 202, and Ivs „ d as mil , 0,> ":,r,.� ,.�:r � m' c ,torb?,q „'4 uua.2 S j aa5'su a ioe'r. ink, u:�'e'">. f � � and ardpfo grons oaf Me slate ck _RoFfdr Z)otln-:nr and 7WsiL § &r vn G f h cksr 'One Hv Z x.£ 00 PSF of „r sd a ,apw r Nrds rd P s r0 cr 9b rJn singsi,,g XRIO, p „00 >es nxFf t00 XR100� =rostra t 7a.0 as w,df 4 nu, !. 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RACKING DATASHEET SHHEEEr NUMBER -4 L FLASH','OC 61JOU N I RAC an BETTER SOLAR STARTS HERE 0 IR A15 W FIACHI-01"'�' oftimaTe" f, �"o D sft cm ngln and n"Ibed cfcv nfi-A, Flar-, a!Ur, an-,�' ww' rid""'! n �asl -- ob kne'MIIT 05"", �-oil FoofS, �'j nstA flashiug' rw or cutting shingl s' ina, pu3mq nails, 'SiFurby dmve 'I ' lap ohr ooll " h-"R' aod", Sbai'?M'1iatn FLASM1, 's, pofed IM I l," SEA I ql, a,,,eseves t1te rtffif arld pmtm''lifc a"Nw blilh a pen,"alnei-A P-new"'urp, t,,,-,A Mfu�-., v,,ith biT bfbis-, am'd hardiov�---N,,; MN ""H 'sl' 'fuj UK i wjt I WN rN Ww'MA-SMA-g� [JIM", F PIE, WIN 01 Loc OUT w"AiER 4iGH-SPEED INSTAL, FLASH LOC INSTALLATION GUIDE 61"UNIRAC and an BETTER SOLAR STARTS HERE PPE-INSTAILL "Iebwl' flus,, and �t"" ml i fIff sp� lir"v rmi exn�d 2 ft, VIEP 1� SECURE Hc,,e F1 AW OG mle� i ik'.t �u'xka ftf" cm, sidt"s �"f I P ' vl sl&, Agp, in, l� Mau d Z'� �n' ciudc�, n�c, do�f,,,ifaqh , ovs, I FLASHLOOmM, mialf M R Nk v limiu, Drive u,�g bliitmilhuinmt �'-40d finniv m p1m. f I Ils PE11,11 m the sen'�lflg' .shol l ,, ldp o 1 TP moj su',ola pfupfs? is fp',saon STEP r SEAL �;r" M 141 IN A ;'fTj o'l f , 'I p"'cl uol seawna c lci i"' both 'n"ll a f,'W WA,, VA I - , n FLASHUM fiaerr e U tabs of 'Jaflofpt"- M � 'lvil'ituith — lllt� npl uj c'- o _j 1 < o E- - i < LU J m w < A. Z 04 Uj 00 N 0 L—IL PERMJT0EVfLoPER -s —SHEET-NWE— ATTACHMENT DATASHEET I --j SHEET WkSFR DS-