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HomeMy WebLinkAbout23-5907ELCMISC-005 Issue Date: 03/ IIIII IN 111! 1:11 111 11111111111 1 1 1 RTINT11=701MITIT7mm . . . . . . . . . . All s'N6' accordance with City Codes and Ordina 0 OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 11NT111 OR SIGNATURE 4PE IT OFFIC4E PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhilis Permit AppliGation Fax-813-78G-0021 Building Department Date Received Phone A I I I I I 14 1 Contact for Parmitfiisn , I �407 784-7 308 COLON ISAAC MARRERO & RODROGUEZ MAYRAM IOSAR10 (813) 357-4931Owner's Name Owner Phone Number 6397 BEVERLY HILLS DRIVE Owners Address E Y F 41 ner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6397 His FL USA LOT III SUBDIVISION ABBOTT SQUARE PHASE 1 BE PARCEL 10# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/AILT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER Solar Panels TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQFOOTAGE= HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION EDELECTRICAL F$77,918.56 _________'� AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO BUILDER COMPANY E SIGNATURE = REGISTERED �FEE CLRD.NY f N�� Address License # ELECTRICIAN COMPANY Equity Solar SIGNATUREREGISTERED H� Y �/N �FrE C�URREN �Y/ N Address ri- aql4q License# PLUMBER COMPANY E��� SIGNATURE REGISTERED E. CURR�.N�. �_� Address License # MECHANICAL COMPANY E;;;� SIGNATURE E:=== REGISTERED FEE DRRE.Y I N�� Address License # OTHER COMPANY E SIGNATURE E:=- REGISTERED :�� FEE �1..REN�� Address License #E===== It#$ all$&* tit*** allilklit taxis &*to tot# tit Its ttaft tit t1i I Iffst1wilt *&III 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 av Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit lot new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpstar, 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. (AC 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 (PlotfSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW 813-78 20 City of Zephyrhills Permit Application Fax13-78 021 Bullerho Department OAR OR EMT ubso€lbed and sworn to (of a w'oreme Is --bye WV ersonaii nowe tas on sthaveprodu a Identfficetion, Pow � Notary Public Commission No. 14 Commission Nm Kakey 8t to Nt")*wy Public f-4State of Florida llori i" 1634 ° .. •rT en.G3P9'b6ii4°Y f 4f'{ " Notary Public State of Florida tEvIres 1/ ic010 Larnourt Y Commission HH 328147 Xpires 11/1t2026 Mal THIS INSTRUMENT PREPARED BY. QQ" 01clHiCko i Trq Rd lwmit Number: ParcetioNumber: 04-26-21-0150-01400-00�:4�0� following information is provided in this Notice of Commencement, 1. DESCAIPTION OF PROPERTY-. (Legal description of the property arid street address if available) —ABRIDII-SDILABE-E-HAS-E 1 —QPB 89 PG 57 BLOCK 14 LOT 4 1 GENERAL DESCRIPTION OF IMPROVEMENT., —jn atal I a tiDn-aplar_pariels 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE C C FOR T" �IMIOPIIOV�EM�W�� Name and address: Alai raw, 0 C Interest in properly: owner I" $imple'"lle Holder (if other than owner listed above) Name: Address: 4, CO"ACTOR: Name: Peter A Goins Phone Number: Addtess� 5, SURETY (If applicaMe, a copy of the payment bond Is attached): Namw Address. Amount of Bond: 6. LENDER.Name: Phone Number: Address: 7Persons within the State of Florida Designated by Owner upon whom Aotice or *that documents may be served as provided by Section M 3.13(1 Xa)l., Florida Statutes. Name: Phone Number: Addrom In arifton, Owner designates aq to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes, Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) MWSAR%Nd16g_M_QMg6� ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERE PROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, ANQ CAN RESULT IN YOUR PAYING CE OR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE EF RE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFOR ENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. IN Z/ rMire QWW or Limsae,X r's cw Lesaea'4 Wft And PMVkM SkiratOYA ae) State of county Of et�> Th I strument was ack owledged a me by means of j-1/phy-ical presence or I I online notarization, this 1A day of by .10 4 u 4_ (name of person acknowledging), who is I I Personally known to has produced as fdontification. Signature �da �ubllc NQt8rY Public State of Florida David Figueroa COMMfs*14n HH 330962 Expires 111812026, STATE FLORIDA. COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT T ON FILE CAR OF PUBLIC RECORD IN THIS OFFICE WITNESS LAY HAND AND OFFICIAL SEAL THIS k I,- ....„ GAv nF y � v...,.».r NIKKI ALVAR�_ZSOWLES. CLERIC & COMPTROLLER ICY � �� ..c: ._.._DEPUTY CLERK 0 PARCEL PV-1 J SCALE: NTS 1--1 Is' " " I RE17ES N1 ME DONATE FE# 0"I AN ENGINEER LICENSED PUPSUANT TO CHARTER 471, CERTIFY THAT THE PV ELFCTETCAL SYSTEM AND ELECTRICAL COMPaNENTS ARE DESIGNED ANDAPPROVED USING 'SHE STANDARDS CONTAINED IN I HE MOST RECENT VERSION Of THE FLORID4 BUILDING CODE. 1­1 f 2 LOCALE �JPV-lj SCALE: NTS SCOPE OF WORK P-4950E4 THIS PRO.tE�T INVOLVES THE INSTALLATION OF A GRID- INTERACTNE Pv SYSTEM. PV MODULES WILL BE MOUNTED USING A PREENGINEERED MOUNTING SYSTEM. THE MODULES WILL BE ELECTRICALLY CONNECTED WITH DO TO AD POWER INVERTERS AND INTERCONNECTED TO THE LOCAL UTILITY USING MEANS AND METHODS CONSISTENT WITH THE RULES ENFORCED BY THE LOCAL UTILITY AND PERMITTING JURISDICTION, THIS DOCUMENT HAS BEEN PREPARED TO DESCRIBE THE DESIGN OF A PROPOSED PV SYSTEM WITH ENOUGH DETAIL TO DEMONSTRATE COMPLIANCE WITH APPLICABLE CODES AND uj REGULATIONS, THE DOCUMENT SHALL NOT BE RELIED UPON AS A SUBSTITUTE FOR FOLLOWING MANUFACTURER INSTALLATION LLJ INSTRUCTIS. THE SYSTEM SHALL COMPLY WITH ALL MANUFACTOURNERS INSTALLATION INSTRUCTIONS, AS WELL AS ALL 0 `zr APPLICABLE CODES NOTHING IN THIS DOCUMENT SHALL BE cl) z Lo INTERPRETED IN A WAY THAT OVERRIDES THEM, CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL DETAILS IN THIS w uj co cyl) DOCUMENT. uj U- SYSTEM DETAILS 0 NEW GRID -INTERACTIVE r N LLJ DESCRIPTION PHOTOVOLTAIC SYSTEM WITH NO ENERGY STORAGE ul > FRATING = LIJ 7 OF SYSTEM 7.02KW 0 (D M AC OUTPUT RATINGS SIM, 213A U) t— o m CL INVERTER(S) 18 X ENPHASE IQ7PLUS-72-2-US LLI ce) Lu o MODULE(S) 18 X SOLARIA POWERX-MR ARRAYVVIRING (2) BRAN@HOF 9 I07PLUS-72-2-US ERB MICROINVERTf tfxrcor,rvfmErTtnm nCTAlf 0 SITE DESIGN PARAMETERS ASHRAE 9 LOW -5 G (237) AS2% HIGH 357G (95-F) CLIMATE DATA SOURCE VANDENBERG AIRPORT , WIND (ASCE 7-16) 145 MPH, EXPOSURE CATEGORY B, RISK CATEGORY II PROJECT SUMMARY m I \ SITE PLAN PV-2 SCALE �V= 10' IN TRI.115MON 80), OUTDOOR, OUTPUT CIRCUIT C �NDUCTORS SHALL BE RUN IN EMT CONDUIT THROUGH THE INTERIOR OF THE BUILDING (N) VISIBLE -OPEN TYPE, LOCKABLE, READILY ACCESSIBLE, LABELED PV SYSTEM AC DISCONNECT LOCATED WITHIN 10 FT OF UTILITY METER (SWI), OUTDOOR (N) AD COMBINER (Cl), OUTDOOR g% OPOSSPR F ROOF -MOUNTED PV ARRAY, 6112 (27.0' , RED ROOF, (4) SOLARIA POWERX-39OR MODULES (BLACK FRAME, BLACK BACKSHEET), 2- AZIMUTH (E) METER -MAIN COMBO PANEL IN15P), OUTDOOR (N) PROPOSED ROOF -MOUNTED FIV ARRAY, 6112 (27,0'1 SLOPED ROOF, (3) SOLARIA POWERX-39OR MODULES (BLACK FRAME, BLACK BACKSHEET), 272- AZIMUTH ROADWAY IN) PROPOSED ROOF -MOUNTED PV ARRAY, 6112 I27.0-1 SLOPED ROOF, (11) SOLARIA POWERX-39OR MODULES (BLACK FRAME, BLACK BACKSHEET), 182° AZIMUTH ALL ARRAY CIRCUITS SHALL BE ROUTED THROUGH THE INTERIOR OF THE BUILDING, AND WHERE POSSIBLE, ALONG THE BOTTOM OF LOAD BEARING MEMBERS. NO CONDUIT SHALL BE INSTALLED ABOVE THE ROOF. 7 c/) LLJ Lo cm, 3: Ll- 0 LJJ ui > Z3 Lu t�r_ 0 M U) 0 0 co LLJ ui 0 'o f'4 0 UEL Ru/ No 88991 STATE OF 0 R "4SIONAL 00,1" 0i9fwj' jqmd by i M-0 Rw, Domte Re.—Thi,j—ha ­d4ftWysJq,ed a�d .Ndbypzyes A& RiiO—tePE, pd—d 'OPL Wfh4cdaeumfnt — — ­dmd s:gd and svgdrndthe 1iqlature must be mified ol any dKt—, copies, D-2023,0301 M4722-04W' SINGLE -LINE DIAGRAM I DATE: 001123 1 CREATEDSY: RR I CHECKED BY: IACCOM13INER SEE NOTE NO. 4 (MSP) SWI - DISCONNECT fBATON DG221UR?l C4 C33-IN METER -MAIN COMBO PANEL METER -MAIN COMBO PANEL AC COMBINER PANEL (Cl) 30 SEE NOTE NO, 5 OBWl) W. NEC 705,12(5)(2)(3XC) NED W.56(C)(a), FFPC I tl2l, 1,1S, AND FFPC 11,1221, il EACH DISCONNECTING MEANS FOR PHOTOVOLTAIC EQUIPMENT (SWI, C83 IN MSP) SYSTEM DISCONNECT (SVqI, C53 W MSP) NECIEc.13(8) NEC 690,13(8) ANY AC ELECTRICAL PANEL THAT IS FED By BOTH AC D=NWCT (SWI, C83 IN MSP) THE UTILITY AND THE PHOTOVOLTAIC SYSTEM (MSP) NEC E9064 NEC 705.12(5){3} 0 C E N S 0 No 88991 STATE OF :,cL es............ WW" SAFETY LABELS WE ESTRUCTURAL DESIGN PARAMETERS SEISMIC F - 0,062sos WIND (ASC _ 7-iff) 145 MPH, EXPOSURE CATEGORY B, A RISK CATEGORY If SNOW GROUND OW LOAD A PSF ROOF PROPERTIES ROOF MATERIAL ,COMPOSITION SHINGLE (I LAYER) SLOPE 6112 (2TO) MEAN ROOF HEIGHT 23,2FT ROOF FE-MNG 15/37 OSB CONSTRUCInION TRUSSES (2X4 TOP -CHORD), 241N DO, MODULE MECHANICAL PROPERTIES MODEL I SOLARIA POWERX-390R DIMENSIONS (AREA) 167,81N X 44BIN X LOIN (21b SO FT) WEIGHT T48 7 -LBS MOUNTIIC SYSTEM PROPERTIES RAIL MODEL K2 CROSSRAIL 48-X ANCHOR -MODEL K2 40MI62,2,61N _AIR GAP 24 INCH EMBEDMENT INTO TRUSSES FASTENING METHOD OR DECKING WITH (2-4) 3/161N DIA. FASTENERS 7GROUNDING AND INTEGRAL -GROUNDING CERTIFIED TO Ln!!!G_ LL2743Rc"O:UtREMENTS� NOTES TRUSS LOCATIONS ARE APPROXIMATE, ANCHORS MAYBE FASTENED TO DECKING WHERE NEEDED. IN NO CASE SHALL THE ANCHOR SPACING EXCEED 'MAX, ANCHOR SPACING" 2 ARRAY LOCATED AT LEAST 2H- FROM THE ROOF EDGE IN COMPLIANCE WITH ASCE 7-16 k4A m ANCHOR PLACEMENT PARAMETERS (ASCE 7-16) WIND MODULE WIND MAX, ALLOWABLE MAX. ANCHOR MAY ALLOWABLE ZONE EXPOSURE RAIL SPAN SPACING CANTILEVER EPRESSURE 4EE 2E NORMAL 72.TON 7ZOW 24 OIN ZONE2R NORMAL -7-7- 401� 870IN 6,01N �11IE4 Lu ui c/) LL ui >_ - cr ct N ul ui =3 > ui (D m CL UJ ------------- ---- z No 88991 STATE OF Q7�Z "o .......... DISTANCE a IS EQUAL TO 10% OF THE BUILDINGS LEAST HORIZONTAL DIMENSION (LHV) OR 40% OF THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LNG OR 3 FT, THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF ATTACHMENT PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30.3-2B-1. PLAN MAX(MIN(0.4 -MEAN ROOF HEIGHT, D1 ' LHO), 0.04'LHO, 3 FT) DOCID: MCFBE-1 a.OFT=MAX(NN(D.4-23.2FT, 0,1'27.5FT),0,04'27.5FT,3FTI DATE:311123 EDGE MODULES = DISTANCE TO ROOF EDGE c 2 * (AIR GAP + MODULE THICKNESS) CREATOR: R.R. 8.0IN = 2'f2E IN 1.38 IN) REVISIONS F � �l ATTACHMENT PLAN (ORTHOGONAL PROJECTION) T \QLI"/ SCALE: 3/16'= V PV-5.1 STRUCTURAL DESIGN PARAMETERS SEISMIC 0,062 SDs WIND (ASCE 7-16) 145 MPH, EXPOSURE CATEGORY B, RISK CATEGORY t3 GROUND SNOB( LOAD 0 PSF ROOF PROPERTIES ROOF MATERIAL COMPOSITION SHINGLE (1 LAYER) SLOPE 61.2( .Q12 27 �•� °) MEAN ROOF HEIGHT 23 2FT ROOF DECKING 16132" OSB 2ONSTRUSTION TRUSSES (2X4 TOP -CHORD), 24IN DO MODULE MECHANICAL PROPERTIES MODEL SOLARIA POdERX-390R DIMENSIONS(AREA) ST78NX44.6INX1AIN(21,0SQFT) WEIGHT 48.7 LBS MOUNTING SYSTEM PROPERTIES R4L MODEL K2 CROSSRAIL 48-X ANCHOR MODEL K24000162, 2.61N AIR GAP SO INCH EMBEDMENT INTO TRUSSES FASTENING METHOD OR DECKING WITH (2-4) 3116IN CIA, FASTENERS GROUNDING AND INTEGRAL GROUNDING CERTIFIED TO BONDING UL 2703 REQUIREMENTS NOTES TRUSS LOCATIONS ARE APPROXIMATE£, ANCHORS MAY BE FASTENED TO DECKING WHERE NEEDED, IN NO CASE SHALL THE ANCHOR SPACING EXCEED "MAX. ANCHOR SPACING" ARRAY LOCATED AT LEAST 2H• FROM THE ROOF EDGE IN COMPLIANCE WITH ASCE 7-16 9AA ENVE ANCHOR PLACEMENT PARAMETERS (A I SCE 7s16} WIND PRESSURE MODULE WIND MAX. ALLOWABLE MAX. ANCHOR MAX. ALLOWABLE ZONE EXPOSURE RAIL SPAN SPACING CANTILEVER ZONES 1, 2E NORMAL 72,01N 7ZMN 12AOIN ZONE2R NORMAL 48.01N 48SIN 16,01N M LU 4-- w �— v > ct) Zs) Lu ui uj LLJ pj ------------------ *aaaaasvvrrrrr xx„x ,jk)EL R{ll�Orre No 88991 x= at STATE OF y�`r�rrvsFOi} iVF4E��*x DISTANCE a IS EQUAL TO 101/6 OF THE BUILDING'S LEAST HORIZONTAL DIMENSION ("LHD") OR40% OF THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4 % OF THE LHD OR 3 FT. THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF ATTACHMENT PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 34.3.2B-4. PLAN a = MAX{MIN(DA ° MEAN ROOF HEIGHT, 0.1 ' tHD), 0.04 ° LHD, 3 FT} DOC ID : 36CF8E-1 3.0 FT = MAX(MIN(6.4 r 23.2 FT, 0.1 ' 27S FT), 0,04 " 27.5 FT, 3 FT) DATA: 3(1f23 EDGE MODULES = DISTANCE TO ROOF EDGE x 21 (AIR GAP + MODULE THICKNESS) CREATOR: R.R. RE 1 WER: 8,0 IN = 2' 12S IN + 1,38 IN) REVISIONS I ATTACHMENT PLAN (ORTHOGONAL PROJECTION) V-5.2 SCALE: 3l16" _ ?" STRUCTURAL DESIGN PARAMETERS sasmc 0,082 SDS RISK CATEGORY It WIND (ASCE 7-16) 145 MPH, EXPOSURE CATEGORY 8, GROUND SNOW LOAD 1 0 PEP ROOF PROPERTIES -- ROOF MATERIAL --coMPOSIT ION-fRINGLE(l LAYER) SLOPE 8112(27.V) MEAN ROOF HEIGHT 23,2FT ROOF DECKING CONSTRUCTION TRUSSES (2X4 TOP -CHORD), 24IN GO MODULE M CHANICAL PROPERTIES MODEL I SOLARIA POWERX,&90R DIMENSIONS {AREA)167,8144 X 44.61N X 1 AIN (21.0 SO FT) WEIGHT 148,7 LES MOUNTING SYSTEM PROPERTIES RAIL MODEL -i FCRMSMIL48oi- ANCHOR MODEL K2 400016 2.0 INCH EMBEDMENT INTO TRUSSES FASTENING METHOD OR DECKING WITH (2-4) 3116IN Dirk FASTENERS GROUNDING AND INTEGRAL GROUNDING CERTIFIED TO BONDING UL 2703 REQUIREMENTS NOTES TRUSS LOCATIONS ARE APPROXIMATE, ANCHORS MAY BE FASTENED TO DECKING WHERE NEEDED. IN NO CASE SHALL THE ANCHOR SPACING EXCEED "MAX. ANCHOR SPACING' 2 ARRAY LOCATED AT LEAST 2H FROM THE ROOF EDGE IN COMPLIANCE WITH ASCE 746'9.4A EAVE ........... No 89991 STATE OF 4z 'R 0 "',S/ONAL iE�ol ANCHOR PLACEMENT PARAMETERS (ASCE 7-16) DISTANCE 15 EQUAL TO 10% OF THE BUILDINGS LEAST HORIZONTAL DIMENSION ('LHO')OR4O%OF WIND PRESSURE ------F= ALLOWABLE MAX. ANCHOR MAX, ALLOWABLE THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LHD OR 3 FT. ZONE EXPOSURE SPAN SPACING I --------- CANTILEVER THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF ATTACHMENT ZONES1,2E NORMAL 172,01N 17ZOW 24,01N PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30,3,2B-1. PLAN ZONE2R NORMAL 4&0IN 148.WN 1*01N a = MAX(PAIN(0.4MEAN ROOF HEIGHT; 01 'LHD), 0.04 * LHD, 3 FT) DOC ID: 36CF8E-1 3.0 FT = MAX(MIN(O.4 - 23.2 FT, 0A ° 27S FT), 0.04 27,5 FT, 3 FT) DATE: 3/1123 CREATOR: EDGE MODULES = DISTANCE TO ROOF EDGE < 2 (AIR GAP + MODULE THICKNESS) REVI WER: 8.0 IN = 2 * (2.6 IN + 138 IN) REVISIONS -- - F ATTACHMENT PLAN (ORTHOGONAL PROJECTION) '\P �13 SCALE: 1/4' = I' --I- PV-5.3 A ', RACKING ELEVATIOINJRANSVOR El VIE&_ PV-SCALE: NTS _ K2SYSTEMS END CLAMP K2 SYSTEMS CROSSRAIL 48-X COMP. SHINGLE ROOFING P-4950E4 MOUNTING SYSTEM NOTES FLASHING SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. TF -THEPE IS ANY CONFLICT BETWEEN WHAT IS DEPICTED HERE AND -[,NSTRUCTiONS 2 PROVIDED BY A MANUFACTURER, THE MANUFACTURER'S NSTRUCTIONS SHALL SUPERCEDE. rP-495OE4 LQ > uj U) K2 SYSTEMS uj J) cl) uj cy) ENDCLAMP K2SYSTEMS Lil LL PV MODULE CROSSRAIL 4B-X 0 ui >- - CL W K2SYSTEMS SPLICE FOOT XL --i LLJ Lu All K2 EVERSEAL > Lu 0 COMP. SHINGLE ROOFING m CL LLJ 0 cl) LLJ co ROOF UNDERLAYMENT k ROOFDECKING ROOF FRAMING LAGISTRUCTURAL SCREWS EMBEDDED INTO ROOF FRAMING C ATTACHMENT DETAIL TRANSVERSE VJIFWj - 140CL Ru/ --------- - SCALE: NTS No 88991 PV MODULE STATE OF Qz K2 SYSTEM 4oS e, K2SYSTEMS CROSSRAIL 48-X SPLICE FOOT XL WIK2EVERSEAL COMP. SHINGLE ATTACH MENT RUOHNU I TMEN DETAILS DETAILS ROOF FRAMING SPACING ATTACHMENT SPAN ROOF UNDERLAYMENT ROOF DECKING LAG(STRUCTURAL SCREWS EMBEDDED INTO ROOF ROOF FRAMING FRAMING B RACKING ELEVATION (LONGITUDINAL VI D ATTACHMENT DETAII� _(LO!'�G11TUMN 1� yv_ PV 6SCALE: NTS SCALE: NTS I= Is S FIRE SAFETY PLAN PV-7 SCALE: 1" = 10` SMOKE VENTILATION. (FFPC 11.12.2.2.1} NOT LESS THAN:TWO T WIDE. PATHWAYS ON SEPARATE ul ROOF PLANES, FROM GUTTER TO RIDGE, SHALL BE €� PROVIDED ON ALL BUILDINGS, ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE uj � ROOF. FOR EACH ROOF PLAN WITH A PV ARRAY, A 3' WIDE PATHWAY FROM GUTTER TO RIDGE SHALL BE PROVIDED ON THE SAME ROOF PLANE AS THE PV ARRAY, ON AN cn CPS ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. PATHWAYS SHALL BE LOCATED uj IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES, CONDUIT, OR MECHANICAL EQUIPMENT, (FFPC 11.122221) FOR PV ARRAYS OCCUPYING UP TO 33% OF THE PLAN uj °.t VIEW ROOF AREA, A MIN.1S° PATHWAY SHALL BE LLI �*..ii PROVIDED ON EITHER SIDE OF A HORIZONTAL RIDGE, LLI (FFPC 11.12.2,212) ROOF FACES WITH NO PV ARE DESIGNATED FOR FIRE T^-- VENTILATION AND ACCESS rl (; 1.51 WIDE SMOKE -VENTILATION SETBACK, PER FFPC k,_) 11.1222.2 2 I 3.9 WIDE FIRE ACCESS PATHWAY, PER FFPC 11A2.2.2.2A PV MODULES INSTALLED ON ROOF WITH K2 CROSSRAIL MOUNTINGSYSTEM. THE MOUNTING TEM IS UL 703 AIJSNS A F j OPED C RE RATED ON THIS STEEP-SLOPED ROOF WITH TYPE OR MODULES. THE * y Ei}Rb/. WHEN INSTALLED 1, 2, 3 SOLARIA UL 61730-1 CERTIFIED TYPE POWERX-396R IS 2 ROOF ACCESS POINT No 88991 ROADWAY * = - = STATE OF k� 6 BUILDING 15 GROUP R3 TOTAL PLAN VIEW ARRAY AREA 1S 337.2 SOFT, WHICH °+S"� ONA # l 7 REPRESENTS 23.51A OF TOTAL PLAN VIEW ROOF AREA (1435.2 SQ.P) THIS SYSTEM UTILIZES MICROINVERTERS. THERE ARE a NO DC CIRCUITS OUTSIDE OF THE ARRAY PERIMETER OR INSIDE THE BUILDING. FFIRE:SAFEW PLAN ALL ARRAY CIRCUITS SHALL BE ROUTED THROUGH THE $ INTERIOR OF THE BUILDING, AND WHERE POSSIBLE , ALONG THE BOTTOM OF LOAD BEARING MEMBERS. L'OCONDUIT 3D:36GF8E-4 SHALL BE INSTALLED ABOVE THE ROOF. AT€� 311123 mm SOL RIB A o,a, 20 5,, IxN3 PseTX PC' !,`:-i'fl a I 0_' so! ar ,o)neis lc at urfo P'n", al- olau 1") scl-Pvv-101iq,;q thzvxpJ ,,�ade� (,!T far n, irndle Alh a 251- K ,fb P"),,suX ,,,MS tr M r r)Vo2'r 6'r I d r`, 8Uhly Y I I � f � r� ", C, M:ff", U,) "in", SO.o n Pur,,efX sorr�r, Y A d-, P X I r o r, N "j r.Zr.7 r�, 1 ec,,,-o cj, �,�v p o� I o d f o F, o: n,", o n a I P 5i r , I r, sr:A a f a panes ,Pula,,, eve'), fT; s co,, ls fe ave "t"jab", -,F.c;rr, apd, . rty Y*E.sO I x maortPulp, kui,, 'rar-,ofu,then 5�IYWINI, �11-111ffl 1131-11 �11�fgy Y611`1 Solada Powefx- 395R 456P Max Power (Rm) 395 4,30 Many 20,0 7.0,2 20,5 0 pe, n C kc"PT Voltage Vrr:,) 5i] Wo 371 37,3 1 , so [A] 13.a2 13,60 13,68 May, Powevottagi (Vllpl 30,6 3110'a 31.0 Mlax ftveF cur,ero (J.P) 12,73 12,82 12,9 powrtrla)fomnce "Y 3 -0/+3 -,,1/+3 Max, Power Mum) 200 293 297 Open Cuit Ponape (v,,,) 343 34,5 343 9,qrt Cifem CuFferd (W ;Aj 11M -, 1 , 16) 1 i ' 13 1 , ,-' Max Powwr voltapeV,) 1- 11� - I , of) 113 28,611,11, n ,76 Max Power CLqmxI, tl�,�t iAj 10,20 f 0,26 9( 32 e or, NOCT 45 r/,2 Tmp, #E of p-, ,C! 111 36 TempCooeff, of V,� -6,28 Temp Corelf, ef Is, 1Y -C) O,q48 UptoatIng lempp, ruIe a -40 to "85 Max tparu-n vottago M Max, Fo �Ml 16 Bypass Diodes 3 yy R/ z 0 CPH "gra mmomsimon. fokon DlMerziox or x ri y7.A.' x 44,T x 1 A' 17 23mm, X 11 34m.m X 3 5mm Vhigh", 22A kg I 4P.7 tbs Glass ipe Th,okaess AR, Coiea, Tempefad 1 3,2mm Frame Type Blica Anodized Alumanum C "able Type Lenqlffi 12 AaJG PV *Wue rJQ /I I Ofrmm ConneOD-1 Type MC4 jullction BOX W68 / 3 diades Frora Load 5400 Be I 11,3 part - Rex Load 24CO Pa;M, psr, CerlificatiOn. 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