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HomeMy WebLinkAbout49504-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �} b SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49504 Date: 7/21/2023 Permission is hereby granted to: Ackerly Pond Ln LLC 62 Main St .��............................_ PO BOX 3163 Sag Harbor, NY 11963 To: Install roof mounted solar panels to an existing single-family dwelling as applied for and according to manufacturers specifications. At premises located at: 1635 Akerly Pond Ln,_Southold SCTM # 473889 Sec/Block/Lot# 69.-5-8 Pursuant to application dated 6/14/2023 and approved by the Building Inspector. To expire on 1/19/2025. Fees: SOLAR PANELS $50.00 CO-RESIDENTIAL $50.00 ELECTRIC $100.00 Total: $200.00 Building Inspector r TOWN OF SOUTHOLD -BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt,i)s://,ArwNv.southoldto"iiliygov Date Received APPLICATION FOR BUILDING PERMIT Foe Office Use Only ,5 0 A PERMIT NO, �®„ Building Inspector:. "• JUN Applications and forms must be filled out in their entirety. Incomplete` n° applications will not be accepted. Where the Applicant is not the owner,an y -: Owner's Authorization form(Page 2)shall be completed. Date: U12 OWNER(S)011PROPERTY: Name: NAC hme l Cb V-vt,�- SCTM #1000- a � „ C)® ' �� C�� - 00$ , Project Address:\0,65 (JW I Pend UnC SC�IC\0,�a qY j q--1 Phone#: Lo3\" Ltv55_`l-I 5 5 1 Emai1:yy)thmC+(,zv ham' C>23 Z)' M (,(� Mailing Address: 1 X035 nCe ly Porld �Y,C So AVA()�Ck, �Jy �1 q-( CONTACT PERSON: Name: k\ Mailing Address:a4G rWk"f) M %iVc 4M PIaIgv�t\jv ,, Phone#: b 11-�(i i- I I)O I Emai1: i t 1(n c-.h 6) n"yu,v`+ r -Or I DESIGN PROFESSIONAL INFORMATION: Name: -Puy 7MOYl CS�LCCgY�dIC�1'1 O.K1 Mailing Address: 11 Phone#: q _ 3, I_ 5 3 8 Email:IPUy M0(-\,.-ESk.0ad QA*CLn S«Y)?werC0p, CONTRACTOR INFORMATION: Name: Suh `),�e ��'�vo�on .. v Mailing Address: a4c: N�A-wvwn -LA - Sw{--e L-00 pkwn\�ltu' Phone#: 3 R-qC1 t- k v?J G E (1. Y-X\q @ atyl QOVlicv C&-p • co M DESCRIPTION OF PROPOSED CONSTRUCTION ❑NeWStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other pa" -) s lao 0 0 Will the lot be re-graded? ❑Yes XLNo Will excess fill be removed from premises? ❑Yes lkNo 1 DocuSign Envelope ID:4C6CDD07-8270-4BBO-8COF-OCDFOF41 1 CC5 PROPERTY INFORMATION Existing use of property: Sly 1;CX 1i iq Q Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes>L o IF YES, PROVIDE A COPY. 4Check Box After Reading. The owner/contractor/design professional'is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): 146MV) to 1 VAuthorized Agent ❑Owner Signature of Appiica � Date: STATE OF NEW YORK) SS:_ COUNTY OF 5, C ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is thee-�� ----- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the applicill NICHOLAS GLOGOWSKI Commission#50068578 Sworn before me this Notary Public, State 0i" Sr-rs My Commission Expires September 21, � day of j _��20m Notary Public F"ROPERITY OWNER ) Z ION (Where the applicant is not the owner) I, NN NII h rne''i, � ht� residing at ,l�V do hereby authorize ` 1`� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date tEf u Print Owner's Name 2 � tBUILDING DEPARTMENT- Electrical Inspector 44 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 w ro err southoldtownn . ov— seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION IAII Information Required) Date: tol Company Name:' SCOW eXar��� Name: oO"w Wd E 6 CSC License No.: (VIE � �1 � email: .(saoandG) cue ,C Address:a l t �V�� ,'ifs YDft , NY 100 Phone No.: JOB SITE INFORMATION (All Information Required) Name: Me' ;met Ctt j ht� (_ Address: U35, n6 LckLt Cross Street: Phone No.: �23 _ X51-1`15 Bldg.Permit#: y email: Q�)aCj . Tax Flap District: 1000 Section: 0(oq , 00 Block: 05 ,Oo Lot: OO .,,_op BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals Buildin , De oartrnent Application AUTHORIZATION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) s ., .. v1 . �_. do hereby authorize �vyn-4—d (Agent) to apply on my behalf to the Southold Building Department. W a3 (Owners Signature) (Date) (Print Owner's Name) DATE /YYYY) CERTIFICATE OF LIABILITY INSURANCE 05/19/2023/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT AME; Marsh Risk&Insurance Services .... Marsh Risk&Insurance Services _ FAX 1735 Technology Drive,Suite 790 Exgm Attn:SanJose.CertRe uest marsh.com;F:212-9484335 c DREAILSanCerts@marsh com CA 95110 Franasco San Jose, AODaREsS ................. ... m _ INSURERS AFFORDING COVERAGE NAIC# CN 1 02680983-STND-GAW-23-24 INSURER A:Aspen W.. mmm S ectal 10717 Insurance Compan INSURED INSURER B N/A N/A SunPower Corporation SunPower Corporation,Systems INSURER C.Trumbull Insurance Company �44 LL 27120 1414 Harbour Way South,Suite 1901 INSURER D: Richmond,CA 94804 _...�...... .. _�_ -............_............... .... INSURER E INSURER F.. COVERAGES CERTIFICATE NUMBER: SEA-003920550-01 REVISION NUMBER: 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. f h` TYPE OF INSURANCE POLICY NUMBER � MOLIC F POLI... INg�" ADOL uIJ�B�I POLICY EFF POLICY EXP LIMITS LTR DD A X COMMERCIAL GENERAL LIABILITY CROOQF123 04/01/2023 04101/2024 EACH OCCURRENCE $ 2,000,000 I 1 ,000,000 CLAIMS-MADE X OCCUR PREMR,7MS((✓e roc r�rren�c �..$.�. .. ....._1 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES �7 PER: TE $ 4,000,000 GENERALAGGREGA ..mm _"" ........... X �PRO- 4,000,000 POLICY - 1:1 LOC PRODU - _/OP'AcG $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE L8Iti,6tr $ (.Ea aIdenG ..._-m�_.- .....� ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ ". .... - PRe03�EN�TY DA�JgA'��GE� A HIRED NON-OWNED I* accYt9ert ....................... AUTOS ONLY AUTOS ONLY (......�� $ UMBRELLA LIAB OCCUR _EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION 57 WV WQ0015 4 04101/2024 X PER O1 H- Y 1 L.EACH R 1,000,ODO i AND EMPLOYERS'LIABILITY STATUTE '""�' E ANYPROPRIETOR/PARTNER/EXECUTIVE N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory in NH) E.L.DISEASE ASEEA EMPLOYEE"$ � �� If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Installation of a 12.62 kW Grid-Tied,Roof-Mounted Solar System at 1635 Akerly Pond Lane,Southold,NY 11971,Installing a total of 29 Solar Panels. Waiver of subrogation is applicable where required by written contract and subject to policy terms and conditions. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Attn:Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 PO Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services @ 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD e 002 SK � w Labor, Licensing sn lk Coon Department g RN � _ Consumer Ajjairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 No. HI-66354 1M 0 DATE ISSUED: 02/25/202 - - A 1 WESUFFOLK COUNTY31 Q14 ,dome Improvement Contractor License This is to certify that Donald E Garland Jr. - - Sunpower Corporation Systems Inc . "F doing business as F having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct ilk business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. :. NOT VALID WITHOUT Restrictions Additional-Businesses. DEPARTMENTAL SEAL -4,HI l-Solar AND A CURRENT � CONSUMER AFFAIRSSuffolk County Dept.of ID CARD Labor,Licensing&Consumer Affairs ' HOME IMPROVEMENT LICENSE L �, Name DONALD E GARLAND JR, Business Name4 IF g-_ s certifies that the mgr is duly pcensetl Sunpower Corporation Systems Inc Rosalie Drago �,e Courty o,su�olk License Number:HI-66354 5 Commissioner Rosalie Drago Issued: 02J2512022 , Comn iss,oner Expires: 02/0112024 AN- 00 �E P IN IMP l' b a r - \..s-, :' =a �..- _ € 3`S vim' ti � vT �s . ,. �_ ..... :.g-h-. _a.�.. __: �..� --- - _ s -.:tip € ,� _ � � c kYJ z _ `MY - . , . \ Suffolk County Department of Lab fir, License Consumer Affairs � VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 1178 DATE ISSUED: 10/04/2021 No. ME-64678 SUFFOLK COUNTY3 Master Electrician License 7 , t This is to certify that Donald Garland JR. - SunPower Corporation, Systems doing business as - having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions o applicable laws, rules and regulations of the County of . I - 3 Suffolk, State of New York. W �21 � 2 \ NOT VALID WITIiOUT Additional Businesses DEPARTMENTAL SEAL AND A CURRENTIN CONSUMER AFFAIRS ID CARD All Rosalie Drago N-W�M Commissioner - g e _ � _ 'i =: - - _ -.:,- - t *sy �- ., _ `.. - , ��' ��� �-' ,,,-moi, ,.�=� - �•.� = Lt 9 5 CODE INFORMATION INDIVIDUAL PERMIT APPLICABLE CODES, LAWS AND REGULATIONS � SOLAR PACKAGE 202D RESIDENTIAL CODE OF NEW YORK STATE (RCNYS) No Na3 va N Q o v 2020 BUILDING CODE OF NEW YORK STATE (BCNYS) CL z 2020 PLUMBING CODE OF NEW YORK STATE (PCNYS) a o a 2020 MECHANICAL CODE OF NEW YORK STATE (MCNYS) z o = _ 2020 FUEL GAS CODE OF NEW YORK STATE(FGCNYS) a c1 E 2020 FIRE CODE NEW STATE(PCNYS) e 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE Zo MEHMET (PMCNYS) 2020 EXISTING BUILDING CODE OF NEW YORK STATE 12 . 6 2 kW GRID TIED PHOTOVOLTAIC SYSTEM {EBCNYS)( N ) 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE w(ECCNYS) !,e > . 2017 NATIONAL ELECTRIC CODE(NEC) o r w Y � Z w w = z Z u SATELLITE IMAGEEn .: 63 14557755 PROJECT LOCATION . 3 .fUN 1 4 2023 � � 1636 ACKE RLY POND LA WS (FOR STRUCTURAL ) � SOUTHOLD, NEW YORK 11958 y'- , OF NEWY �,`Q•o� V.SKANog AHJ : SOUTHOLD TOWN ;^ r a UTILITY: PSEG LONG ISLAND 95481 tea NOTES SHEET INDEX �OFESSt Lu w NLu SCOPE OF WORK ARCHITECTURAL DRAWINGS u In L Y - (N) 12.615 kW PHOTOVOLTAIC SYSTEM PVA 0 COVER SHEET a a - (29) SunPower SPR-M-435-H-AC PV MODULES PVA 1 ARRAY LAYOUT Lu 0 g - POINT OF INTERCONNECTION AT MAIN SERVICE PANEL WITH LINE SIDE TAP PVA z LOT DIAGRAM = ° o 0 w u O a > J [w!I 2 >- Lu STRUCTURAL DRAWINGS o 7 w w o > PVS-1 STRUCTURAL INFORMATION& _ U j OU PV MOUNTING DETAILS Lu 0 Z %D ul Y O rq rq U) N ELECTRICAL DRAWINGS ' PVE-1 ELECTRICAL THREE-LINE DIAGRAM& REVISIONS REV DESCRIPTION DATE DB SPECIFICATIONS PVE-2 ELECTRICAL CALCULATION PVE-3 ELECTRICAL DATA&SPECIFICATIONS PVE-4 EQUINOX GROUNDING DETAILS PVE-5 BRANCH DIAGRAM DRAWN BY: NICOLE MIKESELL PROIECf RP-440430 DATE DRAWN 05-07-2023 ,- SCALE NTS SHEET PVA—O ® x LEGEND a L1J W o 0 VI n a p JUNCTION BOX N 3 a � Z U a O O v _ O u CONDUIT �— ~ m z Z ¢ � o 0 a � a M MAIN SERVICE PANEL ° �i UTILITY METER w o Y > c � < o O PROPERTY LINE } 'z f' N \ ♦ 3 W V W 2 2 Z U a F J 18" MIN VENT AREA 3 �O °G c�°G AC°� ���♦ Aco� �j�% � 36" MIN ROOF ACCESS �T r FOR STRUCTURAL 36" GROUND ACCESS AREA .; / ♦j ��, .��0F NEWy NEW LOAD CENTER ��P�d ESKgN� ! q / j.'^♦'� ,�, �.' `�`♦� �'�y•, ,'/, Gam• 7k � 9 �C AC DISCONNECT 95481 9y SSIO�P� / W moo° > H tn rn U Q l5 ,1 Q Ctci NOTE: LU J F- a O = > ❑ / OO 9T 1. FIELD ADJUSTMENTS OF FEWER THAN 6" MAY BE ALLOWED BASED ON SITE W O O} w O} CONDITIONS AND MEASUREMENTS. U a CL J w Q g t ❑ z Q W F-F- Q 0 < Q /sC�4 ❑ z °4"9C ROOF 1 2 3 4 ❑ �CTC�`rS MODULE N 11 12 3 3 g 4N' N En �6'SAL AZIMUTH 42' 222D 312' 132' N ti / PITCH 6:12 6:12 1.5:12 1.5:12 REVISIONS ROOF TYPE: NO.OF STORIES: REV DESCRIPTION DATE DB COMP SHINGLE/ RUBBER 2 -STORY TOTAL ROOF AREA: TOTAL ARRAY AREA: 1168 Sq.ft. 614 sq.ft. TOTAL%OF ROOF COVERED BY SOLAR: TOTAL ATTACHMENT COUNT: 53D/o 66 DRAWN BY: UTILITY ACCOUNT NUMBER: 9634318501 NICOLE IKESELL MODULE: QTY: N SPR-M-435-H-AC (240) 29 PROJECT RP-440430 MICROINVERTER: QTY; DATE DRAWN 05-07.2023 IQ7HS-66-ACM-US (240) 29 SCALE 3/32" SHEET PVA-1 N W w 0 nof o V Q \ 3 Q z u o / ^ O z v LL C) z r Z a u f� o 0 �t v, a \ ui o � Q o O w y 0�3 r 3 inz O \4� w v / C W x z 2 U Q O w O a• 3 w (FOR STRUCTURAL ) Z�-JF NEW / c� ES KAH�q��'� r � Z 95481 SSIO�P� W / M u / N Lr1 U < 2 O o O Lu C7 U O a a a w Q 0 / uj W LU z p 0 2 U > J cW 0' � cl L 2 M tza Y N \ / U) N r-I REVISIONS REV DESCRIPTION DATE -Ds / DRAWN BY: NICOLE MIKESELL N PROJECT RP-440400 / DATE DRAWN 05-07-2023 SCALE NTS SHEET PVA-2 c TABLE 1 - ARRAYS INFORMATION ~ LLJ W o ROOF ROOFING ATTACHMENT NO. OF FRAMING MAX' PENETRATION MAX. ATTACHMENT MAX. RAIL > > N PITCH TYPE TYPE STORIES TYPE (in.) RAFTER PATTERN (in.) SPACING (in.) OVERHANG (in.) 3 SPAN (ft.) Z m u o o � Q ROOF 1 260 Comp Shingle Unirac FlashLoc 2 2.75x5.5 TD Rafter @ 24"OC 12.2' Fully Staggered 48" 16" ° z 0 a ROOF 2 260 Comp Shingle Unirac FlashLoc 2 2.75x5.5 TD Rafter @ 24"OC 12.2' Fully Staggered 4811 1611 z 0 _ ROOF 3 60 Rubber Unirac Standoff 1 2x6 Rafter @ 24" OC 8.3' Staggered 48" 16" ROOF 4 60 Rubber Unirac Standoff 1 2x6 Rafter @ 24" OC 8.3' Staggered 4811 1611 -- -- -- -- -- -- -- -- -- 0 __ w o 0 w y � z 3 N W N W = z MID CLAMP I z U .. F- N n VAX INVISIMOUNT RAIL y"LPN I PV MODULE I a 3 F INVISIMOUNT RAIL 15" NX4 2M1 INVISIMOUNT- RAIL MID CLAMP PV MODULE PV MODULE I J 3 f i PV MODULE L I L FOOi INVISIMOUNT RAIL ALUMINUM FLAT TOP ATTIC ATTIC m 2-PIECE STANDOFF (FOR STRUCTURAL) t „� + FLASHLOC n COMPOSITION BASE SHINGLES SE STRUCTURAL ,�IOF NEW,, SEALANT SHEATHING E-CURB C_3 Eg Kq Ell 5A6'S.6.LAG BOLT WITH 5116-WASHER®CENTER EXTERNAL LOAD 2 TYP.PRE-DRILL REQUIRED. r EXTERNAL LOAD CI.I BEARING WALL BEARING WALL (E)RAFTER N Z S.S.LAG BOLT WITH 5/16"WASHER LM 95481 0.75'MIN. - CENTER TYP. C PRE-DRILL REQUIRED. STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL 0.75''MIN. INVISIMOUNT ROOF ATTACHMENT DETAILS Roof 1 Y Roof 2 w HARDWARE: FLASHLOC COMP U) w INVISIMOUNT ROOF ATTACHMENT DETAILS HARDWARE: UNIR.AC STANDOFF u In n Y z ¢a�N W 0 Y F a o O ce a z FIGURE 3: MOUNTING CLAMP V a- z TABLE 2: PENETRATION GUIDE FOR INSTALL = POSITIONING DETAILS a 0, z ? z o � PV MODULE PV MODULE 2 TWO OR MORE ROWS OF MODULES " 11.8" 11.8" 2" _ LU w � U _j j}��' 0 Lcu Q < O z INVISIMDUNT RAIL IN'ASIMOUNT RAIL _ __ _ _ _ L i ;- i el- rl 1 _ _ w REVISIONS REV DESCRIPTION DATE DB STACKED STAGGERED - FULLY STAGGERED I � �� (E) RAFTER (E) RAFTER EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL LOAD BEARING LOAD BEARING LOAD BEARING LOAD BEARING 1J ONE ROW OF MODULES N :^---C#---t'..._ �~:I�~� DRAWN BY: q 1 1 I f 1 ��I�� NICOLE MIKESELL STRUCTURAL FRAMING SIDE DETAIL STRUCTURAL FRAMING SIDE DETAIL PROTECT RP-440400 Roof 3 f l - Roof 4 a.®, _ .n ! ,�, r I I, y- _®_ 66 CELL MODULE DATE DRAWN Bs-87-zazs SCALE NTS FULLY STAGGERED STACKED/STAGGERED •RAILS SHALL BE POSITIONED IN THE NON-CROSS SHEET HATCHED REGIONS P /�1 1 'CHECK TABLE 1 FOR MAX.PENETRATION SPACING AND PENETRATION PATTERN FOR EACH ARRAY. V J I ® x Cie Q QSUNPOWER AC MODULES W p MODEL:SPR-M-435-H-AC(240)1 QTY:29 UTILITY ACCOUNT INFORMATION INTERGRATED WITH MICROINVERTER MODEL:IQ7HS-66-ACM-US(240)1 QTY:29 UTILITY:PSEG LONG ISLAND " 3 < o ACCOUNT NAME: MEHMET CEVHER ® Z u o O O v ROOFTOP ACCOUNT NUMBER: 9634318501 ,.., p o '^ ARRAY WIRING A e F m z .. (N)LOAD CENTER ADDRESS: 1636 ACKERLY POND LA WS ¢ , O o 100A MIN.,120/240 V, SOUTHOLD,NEW YORK 11958 O = M.L.O,NEMA-3R 0 u 03 LOCATION:NEAR METER z v JUNCTION BOX, O Ac Branch Circuit#1 u Oc 8 AC MODULES NEMA-4 (� .. B E INCOMING SOURCE FEED AC Branch Circuit#2 MLO - ETHERNET 8 AC MODULES CONNECTION TO (E)MAIN SERVICE PANEL oc DSL/CABLE MODEM MANUF:SQUARED w c 52 IT- I 100A,120/240 V,1 PH,3 W Y > e 20A,2P 52 1T- LINE SIDE TAP a AC Branch Circuit#3 #10 ^ i5A 2P CAT5e POLARIS LOCATION:INSIDE BASEMENT o o 7 AC MODULES 2 IT IPL 3/0-3 (� r(E)UTILITY > "' } 7-1- NO #10 20A,2P o PV DISCONNECT I ~ Z T f—E—P VS6 I LOCATED NEXT TO z BI METERI#NAL►yMSP WITHIN 10' w#10 20z,P ( )#14 THWN FROM THIS TAP I w 198364653 I z F %� (1)#14 THWN EGC X .. w a AC Branch Circuit#4 20A•2P Oc c6 AC MODULES �� I MCB In #10 I I I 1D^ / 1 I I ^ x ( n 3 GND LIL2. C (E)LOADS (E)LOADS GND a o N-GuLz BOND INSIDE FUSED �— L QFUSED AC DISCO 9 UTILITY-LOCKABLE SAFETY SWITCH 100A,240VAC SQUARE D D223NRB OR EQUIVALENT LOCATED OUTSIDE WITH VISIBLE KNIFE BLADES EXISTING GROUND LU W U') W W cri TOTAL RATING OF ALL INVERTERS= Q pNi U U (29)SPR-M-435-H-AC x 410.8W= `--I <,Q., 11.913kW LLI O Y o Z W LLI O z O W J O TAG DESCRIPTION CONDUCTOR/CONDUIT SCHEDULE ELECTRICAL NOTES AC MODULES NOTES INSTALLATION NOTES U O= d ?� J IW U Q SOLAR AC MODULE/BRANCH ACM DESCRIPTION& CONDUCTOR SIZE NUMBER OF 1. PROPER LISTING EXPECTED FOR CONDITIONS 1. DC CIRCUIT IS ISOLATED AND INSULATED CTS ARE COMPATIBLE WITH THIS INSTALLATION LU z Q IY - © TAG CONDUIT/CABLE TYPE CONDUIT SIZE OF USE ON ALL LUGS,FITTINGS,CRIMPS,ETC. FROM GROUND AND MEETS THE REQUIREMENT W p �2 U DC/DC CONVERTERS NO CONDUCTOR TYPE (AWG) CONDUCTORS OF NEC ROUN W W p F. LLI © 2. ALL CONDUIT BEND RADII TO CONFORM TO Y _j SUNPOWER PROVIDED AC MODULES EXTENSION 2. SUNPOWER PROVIDED CABLES COMES WITH 2 H U J M J n. SOURCE CIRCUIT JUNCTION BOX YES CABLE.LISTED AS AN ASSEMBLY #12 2 BRANCH CIRCUIT THE NEC MINIMUM BEND RADII , O Q (n TWO(2)#12 AWG WIRE AND THIS IS BY W Q ❑A FROM PV ARRAY TO -- REQUIREMENTS. � _ ❑U OZ$ qQ EV SUPPLY EQUIPMENT NO EGC:Bare CU #6 1 JUNCTION BOX 3. MINIMUM CLEARANCE SHALL BE MAINTAINED DESIGN.NEUTRAL AND ADDITIONAL GROUND ID Z © SUNVAULT ESS NO ❑ THWN-2 #10 6 PER NEC FOR ALL NEW EQUIPMENT TO BE WIRE IS NOT REQUIRED FOR PROVIDED Ur LD CA EMT 3/4" INSTALLED. TRUNK AND EXTENSION CABLES. LU © SUNVAULT BATTERY INVERTER NO EGC:THWN-2 #10 1 4. EXISTING GROUNDING ELECTRODE SYSTEM 3• SUNPOWER AC MODULES HAVE BEEN TESTED J QMUST MEET NEC AND LOCAL UTILITY AND CERTIFIED TO UL 2703 FOR INTEGRATED O W SOLAR LOAD CENTER YES THWN-2 #6 3 REQUIREMENTS. GROUNDING AND HENCE A SEPARATE GROUND Q © EMT 3/4" 5. COPPER CONDUCTORS SHALL BE USED WIRE IS NOT REQUIRED WITHIN THE ARRAY. g PV PRODUCTION METER NO EGC:THWN-2 #10 1 UNLESS SPECIFIED. 4. USE ROW-TO-ROW GROUNDING CLIP 0 SEPARATE AC DISCONNECT YES THWN-2 #6 3 6. TYPE NM(ROMEX)CONDUCTORS ARE PROVIDED TO GROUND ROWS OF MODULE. ❑D EMT 3/4" ALLOWED FOR INTERNAL AND ATTIC RUNS BOND SUB-ARRAYS BY RUNNING#6 AWG REVISIONS ® HUB+ NO GEC:THWN-2 #6 1 AND SHALL BE INSTALLED MEETING NEC BARE CU WIRE AND GROUND LUGS AT A REV DESCRIPTION DATE DB BACK UP LOAD CENTER NO THWN-2 #10 2 REQUIREMENTS. SINGLE POINT ON EACH SUB-ARRAY AND THEN 7. IF MAIN SERVICE PANEL IS TO BE UPGRADED, TO THE JUNCTION BOX.REFER TO PVE-4 FOR © NON-BACK UP LOAD CENTER NO ❑ EGC:THWN-2 #10 1 EMT 3/4" IT WILL BE PERMITTED AND INSTALLED BY ADDITIONAL DETAILS. 3RD PARTY.© REMOTE POWER OFF SWITCH NO 8. AC WIRING SHALL UPSIZE IF VOLTAGE DROP © HEAT DETECTOR NO EXCEEDS 2% PV CERTIFICATIONS AND COMPLIANCE 9. RUN CONDUCTORS IN EXISTING CONDUIT DRAWN BY: • UL 1741/IEEE-1547 CHECK BOX FOR WHETHER SYSTEM IS GROUNDED WHEN AVAILABLE PROVIDED IT HAS NO UL 1741 AC MODULE(TYPE 2 FIRE RATED) /Z- Azl- OR UNGROUNDED: OTHER CONDUCTORS RUNNING THROUGH IT. UL 62109-1/IEC 62109-2 NICOLE MIKESELL ❑ GROUNDED(INCLUDE GEC) 52r UNGROUNDED 10. EQUIVALENT SPECIFICATION ON CABLES AND UL LISTED PV RAPID SHUTDOWN EQUIPMENT PROJECT RP-440400 FOR UNGROUNDED SYSTEMS: ELECTRICAL EQUIPMENT SPECIFIED ARE DC OCPD DISCONNECT BOTH CONDUCTORS OF ACCEPTABLE. ENABLES INSTALLATION IN ACCORDANCE WITH: DATE DRAWN 05-07-2023 EACH SOURCE CIRCUIT. 11. AS DC POWER IS INTERNAL TO THE MODULE, NEC 690.6(AC MODULE) • UNGROUNDED CONDUCTORS MUST BE GROUNDING ELECTRODE CONDUCTOR(GEC) NEC 690.12 RAPID SHUTDOWN(INSIDE AND SCALE NTs IDENTIFIED PER NEC 210.5(C).WHITE FINISHED FOR THE MODULE OR ARRAY IS NOT OUTSIDE THE ARRAY) SHEET CONDUCTORS ARE NOT PERMITTED. REQUIRED. NEC 690.15 AC CONNECTORS,NEC 690.33(A)-(E)(1) PV E-1 f Q ELECTRICAL CALCULATIONS w m U, c o 3 ¢ o ® Z � U � O O v F m Z Z Q O o O = x a U SUBPANELI BRANCH1 BRANCH BRANCH BRANCH o TO GRID-TIE ROOF JCT BOX TO SUBPANEL WIRING #10 #10 #10 #10 WIRING NUMBER OF MODULES 8 8 7 6 #6 VOLTAGE 240 V 240 V 240 V 240 V w o VOLTAGE 240 V RATED AC OUTPUT CURRENT: Iour 12.8 A 12.8 A 11.2 A 9.6 A < - o � SUM OF BRANCHES: IOUT TOTAL= 46.4 A MINIMUM WIRE AMPACITY:'MAX=lour x 1.25 16.00 A 16.00 A 14.00 A 12.00 A } N Z 3 w MINIMUM WIRE AMPACITY:ImAx=IOUT x 1.25 58.00 A CONDUCTOR DE-RATING W Z Z V ^ CONDUCTOR DE-RATING MAXIMUM AMBIENT TEMPERATURE 33°C 33°C 33°C 33°C N .. w MAXIMUM AMBIENT TEMPERATURE 33°C a 3 r TEMPERATURE USED FOR AMPACITY DE-RATING 33°C TEMPERATURE USED FOR AMPACITY DE-RATING 33°C 33°C 33°C 33°C 3 TEMPERATURE DE-RATING COEFFICIENT 0.96 TEMPERATURE DE-RATING COEFFICIENT 0.96 0.96 0.96 0.96 FILL DE-RATING COEFFICIENT 1.00 FILL DE-RATING COEFFICIENT 0.8 0.8 0.8 1 IWiREMiN=IOUT/TEMP_COEFF/FILL_COEFF 48.33 A IWiREMiN=lour/TEMP_COEFF/FILL COEFF 16.67 A 16.67 A 14.58 A 10.00 A WIRE SIZE AMPACITY 75 A WIRE SIZE AMPACITY 40 A 40 A 40 A 40 A CONDUCTOR SIZE #6 CONDUCTOR SIZE #10 #10 #10 #10 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #6 CONDUCTOR SIZE ADJUSTED FOR VOLTAGE DROP #10 #10 #10 #10 ONE WAY CIRCUIT LENGTH 10 FT. ONE WAY CIRCUIT LENGTH 65 FT. 65 FT. 65 FT. 20 FT. VOLTAGE DROP 0.19% CALCULATED VOLTAGE DROP 0.86% 0.86% 0.75% 0.20% OVERCURRENT PROTECTION 60A,2P OVERCURRENT PROTECTION 20A,2P 20A,2P 20A,2P 20A,2P MINIMUM OCPD=IOUT x 1.25 58.00 A FM INIMUM OCPD=lour x 1.25 16.00 A 16.00 A 14.00 A 12.00 A NOTE:DISTANCE ABOVE ROOF TO BOTTOM OF CONDUIT:>23mm(7/8") Lu w U) w u}i Q 00 ul � Y ¢ p1' a O LU o g Y ~ _ > o C� U O CL O a ¢ H a w ¢ V W p w z D Q = H U > g �p = o H M z w `r,° O g w y O r'4 U) N REVISIONS REV DESCRIPTION DATE DB DRAWN BY: NICOLE MIKESELL PROJECT RP-440400 DATE DRAWN 05-07-2023 SCALE NTS SHEET PVE-2 e = � � Q ELECTRICAL DATA&SPECIFICATIONS Lu o vo / y y v m a ^ � ¢ o 0 Z U o O N cr O O L.` F m Z � O o PHOTOVOLTAIC POINT 7• ` O 2 = a U INTERCONNECTION O d WARNING: 1 POWER SOURCE. • RAPID SHUTDOWN FOR SECOND SOURCE PHOTOVOLTAIC • SOLAR BREAKER SOLAR SYSTEM • NOT RELOCATE THIS OVERCURRIENT DEVICE P W Y > o RATEDMAXIMUM AC• 46.4AAMPSs a MAXIMUM• • zaa v • SIGNAGE LOCATIONS: O w NEC 705.12(B)(2)(3)(B) >- F Z •LABEL SHALL BE LOCATED ON OR NO MORE THAN 3 w vS SIGNAGE LOCATIONS: w x Z 1M (3F'T) FROM THE SWITCH SIGNAGE LOCATIONS: z •- a • MAIN SERVICE PANEL N • MAIN SERVICE PANEL NEW INDOOR/OUTDOOR LOAD CENTER 3 w • INDOOR/OUTDOORSUBPANEL INDOOR/OUTDOORSUBPANEL o n x n � SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN PHOTOVOLTAIC TURN RAPID SHUTDOWN AC DISCONNECT SWITCH TO THE"OFF" AQ�� POSITION TO SHUT DOWN RATED . a6.a AAMPS AND REDUCE SHOCK NOMINAL.PER zao vVOLTS HAZARD IN THE ARRAY SIGNAGE LOCATIONS: w UU)) W U) SIGNAGE LOCATIONS: INDOOR/OUTDOOR AC DISCONNECT N U z DO • SHALL BE LOCATED ON OR NO MORE THAN 1 M(3 FT) Q rn U Q Q FROM THE SERVICE DISCONNECTING MEANS TO WHICH cl� —4-4 d rUr THE PV SYSTEMS ARE CONNECTED. Lu O Y tL _ > W LuO Oa Lu o_ U _ >• < CL SIGNAGE NOTES I j 0 e LU < z w LU o o 1. MATERIAL USED FORTH E SIGNAGE SHALL BE REFLECTIVE, LuF- U O WEATHER RESISTANT AND SUITABLE FOR THE O ko = o Q ENVIRONMENT. m z y O 2. ALL SIGNAGE SHALL HAVE ALL CAPITAL LETTERS WITH 0 Lu Ln MINIMUM 3/8" LETTER HEIGHT,WHITE ON RED BACKGROUND. V) Lu N 3. MAIN SERVICE DISCONNECT MARKING SHALL BE PLACED ADJACENT TO MAIN SERVICE DISCONNECT IN A LOCATION REVISIONS CLEARLY VISIBLE FROM THE LOCATION WHERE THE LEVER REV DESCRIPTION DATE DB IS OPERATED. 4. MARKING IS REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOXES TO ALERT THE FIRE SERVICE TO AVOID CUTTING THEM. MARKINGS SHALL BE PLACED EVERY DRAWN BY: 10',AT TURNS AND ABOVE AND/OR BELOW PENETRATIONS, /,-7• u G� AND AT ALL DC COMBINER AND JUNCTION BOXES. NICOLE MIKESELL PROJECT RP-440400 5. DO NOT USE SCREWS FOR SIGNAGE ATTACHMENT. USE DATE DRAWN 05-07-2023 ONLY APPROVED ADHESIVE. SCALE NTS SHEET PVE-3 LT � r w w o O N N Q o N Q � 3 Q � ® Z U o O . a CCl- O O N r m z Q C O o Z � Q = O x x a yN v O SunPower Classic InvisiMountTm with Rail-Mounted J-Box U " Ground Path and Compliance i F�M o w Module p W T A,hiid Clamp � R2R Clip 3 N � Rai!-mounted CAUTION . ' x z )-box 1 A $ .7 `i lit ` End damp z U 3 t V r x goo Ground - ,z '� s� _..�.,, _t'.. • AScre f POWER TO THIS BUILDING IS ALSO pe�h +" ` `�I ' ��'- � ' °� 8 SUPPLIED FROM THE FOLLOWING — — SOURCES WITH DISCONNECT(S) l _ Last � `! P; circuit Rai LO CAT E D AS SHOWN : panty a t-3 '==sie�.�;:*�; ���_•__.� •I 0 _ • 1e eBonding Components - /\ Building E� Grounding Electrode 690.47(A) n/a ,'' :; / PHOTOVOLTAIC i " to Service Panel 690.47(B) \\ .`\/ \ ARRAY ON ROOF w Service Panel tLU o Ground Wire \; ` ,/ 2 690.43(C) 1741 /�\ \ n x / `\ MAIN SERVICE " In In U ° Service Panel to 690.43(C) 2703 \;" ° ° a D V) )unction Box Bracket / / \\ PANEL _ ° o C �aa Rail to Mid Clamp to 690.43(A) \; ;': / UTILITY METER W o ° ° W � o 4 690.43(C) 2703 �� i .� \'` SOLAR LOAD a W ° z Module Frame 690.43(D) A: - , Lu o z o CENTER W Y o 5 Module Frame n/a 1703 AC = < 0 n DISCONNECT w o < ° Module Frame to (D � o U 6 Module Frame 690,43(C) 2703 Y Ln g 5 1636 ACKERLY POND LA WS Module Frame to End 690.43(A) 1 Clamp to Rail 690.43(C) 2703 690.43(D) REVISIONS 690.43(A) REV DESCRIPTION DATE DB Rail to Splice 690.43(C) 2703 690.43T DRAWN BY: NICOLE MIKESELL PROJECT RP-440400 DATE DRAWN 05-07-2023 FIGURE 1: SUNPOWER SCALE NTS EQUINOX GROUNDING DETAILS FIGURE 2: PLACARD IDENTIFYING LOCATION OF DISCONNECTS AND POWER SOURCES SMELT PVE-4 PRINT NAME OF CREW LEAD ON SITE: LJJ w o 0 CREW LEAD SIGNATURE: a O z � Co BRANCH VOLTAGES: CL. m � o 0 1. Z = E O x = 2• d U O � O 3. oo U 4. 5. wo 6. Y > o O } w , Z ROOF 1 2 3 4 3 VS w = z MODULE Z L) QTY 11 12 3 3 N w o AZIMUTH 42° 222° 312° 132° a r N n x PITCH 6:12 6:12 1.5:12 1.5:12 �j w O U) w Do v}i Q Ln Y \ U Q` � � Q Cl- ` = O> Q 0� \ \ \ W O� OZ W Q U O= } a p \ V' W w 0 � Z � V w Z \ = F- U p LiLt l 0 = Q m z O 0 ko O N ti REVISIONS REV DESCRIPTION DATE DB DRAWN BY: p NICOLE MIKESELLLL G N PROJECT RP-440400 �I DATE DRAWN 05-07-2023 GO SCALE NTS P SHEET PVE-5 M-Series: M440 1 M435 I M430 1 M425 1 M420 SunPower° Residential AC Module M SUNPOWER AC Inverter Model:Type H(Enphase IQ7H5) @240 VAC @208 VAC Peak Output Power(VA) 384 369 Max.Continuous Output Power(VA) 384 369 Nom.(L-L)Voltage/Range 3 M 240/211-264 208/183-229 420-44OW Residential AC Module Max.Continuous Output Current(Arms) 1.60 1.77 Max.Units per 20 A(L-L)Branch Circuit' 10 9 SunPower' Maxeon'Technology CEC Weighted Efficiency 97.0% 96.5% Built specifically for use with the SunPower Equinox°system,the only fully Nom.Frequency 60 Hz Extended Frequency Range 47-68 Hz integrated solar solution designed,engineered,and warranted by one company. AC Short circuit Fault current over 3 cycles 4.82 A rms Overvoltage Class AC Port III Highest Power AC Density Available. AC Port Backfeed Current 18 mA Power Factor Setting 1.0 y The patented, solid-copper foundation Maxeon Gen 6 cell is over Power Factor(adjustable) 0.85(inductive)/0.85(capacitive) 5% larger than prior generations, delivering the highest efficiency AC solar panel available? ® PowerData ' ' SPR-M440- SPR-M435- SPR-M430- SPR-M425- SPR-M420- •25-year limited power warranty H-AC H-AC H-AC H-AC H-AC Warranties .25-year limited product warranty ® ® Nom.Power(Pnom)W 440 435 430 425 420 UL 1741/IEEE-1547 UL 1741 AC Module(Type 2 fire rated) Power Tolerance +5/-0% UL 61730 Module Efficiency 22.8% 22.5% 22.3% 22.0% 21.7% UL 62109-1/IEC 62109-2 FCC Part 15 Class B Temp.Coef.(Power) -0.29%/eC ICES-0003 Class B Shade Tolerance Integrated module-level max.power point tracking CAN/CSA-C22.2 NO.107.1-01 E � • • CA Rule 21 (UL 1741 SA)S - E `T E (includes Volt/Var and Reactive Power Priority) m^ 110 �� , D UL Listed PV Rapid Shutdown EquipmenN Tested Operating • • • Certifications Enables installation in accordance with: ( Operating Temp. -40'F to+185eF(-40'C to+85eC) and •NEC 690.6(AC module) Compliance NEC 690.12 Rapid Shutdown(inside and outside the I Max.Ambient Temp. 122eF(50eC) array) i. Part of the SunPower i Max.Test Load' Wind:125 psf,6000 Pa,611 kg/m2 back NEC 690.15 AC Connectors,690.33(A)-(E)(1) Snow:187 psf,9000 Pa,917 kg/m2 front When used with AC module Q Cables and accessories Equinox"Solar System Wind:75 psf,3600 Pa,367 kg/m2 back (UL 6703 and UL 2238)7: I Max.Design Load Snow:125 psf,6000 Pa,611 kg/m2 front •Rated for load break disconnect Highest Lifetime Energy and Savings• Compatible with � g gY g Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 m/s) When used with InvisiMount racking and InvisiMount m SunPow&rm monitoring 0 accessories(UL 2703): Y g f Designed to deliver 60/o more energy Over 25 years In Module grounding and bonding through InvisiMount I •Class A fire rated •Seamless aesthetics ; real-world conditions like partial shade and high temperatures.2 •. . PID Test 1000 V:IEC 62804 1 Solar Cells 66 Maxeon Gen 6 ) 150%6 F - - -- - - - - - - - - - - - - - - - - - - - Front Glass High-transmission tempered glass with anti-reflective coating Packaging Configuration 14o% - - - - - - - - - - Environmental Rating Outdoor rated Modules per pallet 25 13096 Frame Class 1 black anodized(highest AAMA rating) 75.4 x 42. 1 C- 120% Packaging box dimensions R ; v Up to Weight 481b(21.8 kg) (1915 x 1072 x 1220 mm) ` ao%6 60% Pallet gross weight 1300.7 lb(590 kg) 100%6 1 More Recommended Max. - ! v Lifetime Module Spacing 1 3 in.(33 mm) c 9096 Pallets per container 32 I w 90% Energy Net weight per container 41,623 lb(18,880 kg) i j m 1 0J 7075 Conventional:Panel - 1 N ,n96 1 Based on datasheet review of websites of top 20 manufacturers per Wood Mackenzie US PV Leaderboard Q3 2021. f n s in Is 211 25 2 Maxeon 435 W,22.5%efficient,compared to a Conventional Panel on same-sized arrays(260 W,16%efficient 73.7 In approx 1.6 m2),7.9%more energy per watt(based on PVSyst pan files for avg.US climate),0 5%/yr slower I [1872 mm] ~I FRAME PROFILE Yeats of Operation degradation rate ordan,et.al."Robust PV Degradation Methodology and A lication."PVSC 2018). Factory-integrated Microinverter g u g � PP -2 I 3 Voltage range can be extended beyond nominal if required by the utility. 7 E • I 4 Limits may vary.Refer to local requirements to define the number of microinverters per branch in your area. Grounding Holes Highest-power integrated 5 Factory set to IEEE 1547a-2014 default settings.CA Rule 21 default settings profile set during commissioning. AC module in solar I Best Reliability, Best Warrant 6 Standard Test Conditions(1000 W/m2 irradiance,AM 1.5,25*C)All DC voltage is fully contained within the module E -A Y� Y 7 UL Listed as PVRSE and conforms with NEC 2017 and NEC 2020 690.12 and C22.1-2015 Rule 64-218 Rapid o Shutdown of PV Systems,for AC and DC conductors,when installed according to manufacturer's instructions (A)Long Side:1.3 in(32 mm; • Engineered and calibrated With more than 42.6 million and 15 GW modules deployed around 8 Please read the safety and installation instructions for more information regarding load ratings and Short Side:0.9 in(24 mm mounting configurations. by SunPower for SunPower the world, SunPower technology is proven to last.That's why we AC modules 1 stand behind our module and microinverter with the industry's Seewww.sunpower.com/company for more reference information. Please read the safety and installation instructions for details. Specifications included in this datasheet are subject to change without notice. l best 25-year Combined Power and Product Warranty. 02022 SunPower Corporation.Al rights reserved.SUNPOWER,the SUNPOWER logo,EQUINOX and U �^�•*unun I MYSUNPOWER are trademarks or registered trademarks of SunPower Corporation in the U S.MAXEON is a U Ei> T 0ON" 539973 RevD registered trademark of Maxeon Solar Technologies,Ltd.For more information visit www.maxeon com/legal. LISTED Ed-3o April 2022 - - Module Fire Performance:Type 2 Datasheet 1-800-SUNPOWERsunpower.com UL UL Date: February 17, 2023 Inverters and Certifications for each AC Module Model Numbers Pat Cruz SUNPOWER CORP Inverters UL Listed E341165 Enphase Energy Inc. -Static Inverters, Converters and Accessories for Use in Independent 51 Rio Robles San Jose, CA, 95134, US Power Systems pat.cruz@sunpowercorp.com "E"—Inverter Enphase/SunPower Model IQ7XS-96-ACM-US Subject: AC Modules Compliance to UL 1741 SUPPLEMENT SB—GRID SUPPORT UTILITY-INTERACTIVE Link to Inverter UL Product iQ:.hftps://ig.ulprospector.com/en/profile?e=4862840 INVERTERS AND CONVERTERS BASED UPON IEEE 1547-2018 and IEEE 1547.1-2020 Reference: SunPower Corp. UL File E478330 AC Modules "G"—Inverter Enphase/SunPower Model IQ7AS-66-ACM-US or IQ7A-66-ACM-US Link to Inverter UL Product iQ: https:Hig.ulprospector.com/en/profile?e=4862901 Dear Pat Cruz, "H"—Inverter En phase/Su n Power Model IQ7HS-66-ACM-US An AC Module is a combination of PV Module with an Integrated Inverter. The compliance of this combination to UL Link to Inverter UL Product iQ:https://ig.ulprospector.com/en/profile?e=4862720 Supplement SB is relevant strictly to the Inverter's grid interconnection performance certification under UL 1741 and its installed firmware during the Inverter evaluation to SB. "L"-employs Enphase Inverter Model IQ7A-72-2-US Link to Inverter UL Product iQ: https://ig.ulprospector.com/en/profile?e=4862901 The following list of AC Modules have been investigated by UL in accordance with UL 1741. In addition, a list of Inverters used in these AC Modules are additionally certified to the grid support interconnection requirements under UL1741 "E6"-employs Enphase Inverter Model IQ7A-72-E-ACM-US including Supplement SB. We have provided a web link to the specific grid interconnection certification page on our UL Link to Inverter UL Product iQ:https:Hig.ulprospector.com/en/profile?e=4862901 product iQ certification database where the SB compliance can be verified for the inverter in the AC Modules. AC Module Models: SPR-WWW-XXX-YYY-Z-AC Very truly yours, Reviewed by: where"WWW" is E19, E20, X20,X21, X22,where"XXX"—is the wattage rating of the PV Module used as a component n and is between 320 and 370 in 1 W increments,where"YYY" is BLK or blank, and where"Z" is"E""G", "H", "L"or"E6"to Fea 64"" 7em G;?o� identify the Microinverter being used. Ben Baczenas Timothy P.Zgonena SPR-AXXX-YYY-Z-AC Senior Project Engineer Principal Engineer(PrE) where"XXX"—is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W Ben.Baczenas@ul.com increments, where"YYY"is BLK or blank,and where"Z" is"E""G", "H", "L"or"E6"to identify the Microinverter being used. Any information and documentation involving UL Mark services are provided on behalf of UL LLC (UL)or any authorized SPR-MAX5-XXX-YYY-Z-AC licensee of UL where"XXX"—is the wattage rating of the PV Module used as a component and is between 380 and 440 in 5W increments,where"YYY" is BLK or blank,and where'Z" is"E""G", "H", "L"or"E6"to identify the Microinverter being used. SPR-MXXX-YYY-Z-AC where"XXX"—is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments, where"YYY" is BLK or blank, and where"Z" is"E""G", "H", "L"or"E6"to identify the Microinverter being used. SPR-M AX6-XXX-YYY-Z-A C where"XXX"—is the wattage rating of the PV Module used as a component and is between 385 and 450 in 5W increments,where"YYY" is BLK or blank, and where"Z" is"E""G", "H", "L" or"E6"to identify the Microinverter being used. Page 1 of 2 Page 2 of 2 was •.■ U N I RAC FLASH LOC .. FLASH LOC .. BETTER SOLAR STARTS HERE INSTALLATION GUIDE BETTER SOLAR STARTS HERE FLASHLOC is the ultimate attachment for composition shingle and rolled comp roofs. The all-in-one mount installs : . : :' PRE-INSTALL fast — no kneeling on hot roofs to install flashing, no prying or cutting shingles, no pulling nails. Simply drive the ;. _ � Snap chalk lines for attachment rows. On shingle roofs,snap lines 1-3/4"below upslope edge lag bolt and inject sealant into the base. FLASHLOC's patented TRIPLE SEAL technology preserves the roof and -,F of shingle course. Locate rafters and mark attachment locations, ti protects the penetration with a permanent pressure seal. Kitted with lag bolts, sealant, and hardware for maximum At each location,drill a 7/32"pilot hole. Clean roof surface of dirt,debris,snow,and ice. • �`convenience. Don't just divert water, LOC it out! ' Next, BACKFILL ALL PILOT HOLES WITH SEALANT. NOTE: Space mounts per racking system install specifications. - ••,,.:,,. :�:.-:¢ `ate STEP 1: SECURE Place FLASHLOC over pilot hole with lag on down-slope side.Align indicator marks on sides of mount with chalk line. Pass included lag bolt and sealing washer through FLASHLOC into pilot TEST TO TAS-100 WIN i i hole. Drive lag bolt until mount is held firmly in place. AND 441 RAIN =' NOTE:The EPDM in the sealing washer will expand beyond the edge of the metal washer when proper torque is applied. i STEP 2: SEAL�a Insert tip of UNIRAC provided sealant into port. Inject until sealant exits both vents. Follow sealant manufacturer's instructions. Follow sealant manufacturer's cold weather application guidelines, if applicable. a_ Continue array installation,attaching rails to mounts with provided T-bolts. JUNE2021_FLASHLOCCOMP V2 NOTE:When FLASHLOC is installed over gap between shingle tabs or vertical joints, fill gap/joint with sealant between mount and upslope edge of shingle course. USE ONLY UNIRAC APPROVED SEALANTS:Chemlink Duralink 50,Chemlink M-1,Geocel 4500,or Geccel S-4 Cut Away View Cut Away View r� b PROTECT THE ROOF LOC OUT WATER HIGH-SPEED INSTALL 11 Install a high-strength waterproof attachment With an outer shield 0 contour-conforming gasket Simply drive lag bolt and inject sealant into the port 0 ' without lifting,prying or damaging shingles. ®and pressurized sealant chamber©the Triple Seal to create a permanent pressure seal. technology delivers a 100%waterproof connection, FASTER INSTALLATION . 25 —YEAR WARRANTY. FASTE R INSTALLATION . 25 —YEAR WARRANTY. 1 ' QUESTIONS 1 ' I'MER SERVICE VISIT UNIRAC.COM OR 15), 248-2702 FOR QUESTIONS 1 ' CUSTOMER SERVICE VISIT UNIRAC.COMOR CALL (505) 4 : PART TABLE P/N DESCRIPTION 004085M FLASHLOC COMP KIT MILL, 20 PACK 004085D FLASHLOC COMP KIT DARK, 20 PACK 5/16" x 4" SS LAG BOLT W/SS EPDM BONDED WASHER SS SERRATED T-BOLT SS SERRATED FLANGE NUT FLASHLOC BASE MILL OR DARK a a i 33/" 2V 3i/11 OUN 0AC 67/81, ■■■ U N I RAC PRODUCT LINE: SOLARMOUNT DRAWING NOT TO SCALE o ■■■ ALL DIMENSIONS ARE ,--1 DRAWING TYPE: PART DRAWING NOMINAL Q 1411 BROADWAY BLVD. NE J ALBUQUERQUE, NM 87102 USA DESCRIPTION: FLASHLOC COMP KIT PRODUCT PROTECTED BY LL PHONE: 505.242.6411 ONE OR MORE US PATENTS WWW.UNIRAC.COM REVISION DATE: 4/28/2020 LEGAL NOTICE SHEET SHUNIRAC 4� 1 Unirac Technical Datasheets Unirac Technical Datasheets 88UNIRAC was no 0 2-Piece Aluminum Standoff With SolarMount-I 1-flange connection Part No. 05013C, 05014C, 05016C, 05017C Reference the SolarMount-I series datasheet for 1-flange connection 2-Piece Standoff Technical Datasheet specifications. Pub 101026-1td V1.0 October 2010 For the 1-flange connection to standoff: • Use included 1 %" EPDM washer between the 1-flange 2-Piece Aluminum Standoffs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 connection and standoff 2-Piece Aluminum Standoff with SolarMount-1 1-flange connection . . . . . . . . . . . . . . . . . . . . 2 Y Assemble with included 300 series stainless steel%"-16 flanged 2-Piece Aluminum Standoff with L-foot connection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 z hex head screw X Use anti-seize and tighten to 30 ft-Ibs of torque Allowable and design loads are valid when components are assembled Standoffs according to authorized Unirac documents. 1-Flange connections are compatible with SolarMount-1 series beams. 2-Piece Aluminum Standoffs Resistance factors and allowable loads are determined according to part 1A Part No. 310503, 310504, 310506, 310507, 310553, 310554, 310556, 310557, 310603, 310604, 310606, 310607, section 9 of the 2005 Aluminum Design Manual. 310653, 310654, 310656, 310657 NOTE: Loads are for the connection and standoff only. Check load limits Standoff and Base Material: for the lag screw or other attachment method. One of the following extruded aluminum alloys: 6005-T5, Average Allowable Safety Design Resistance 6105-T5, 6061-T6 Ultimate Load Factor, Loads Factor, • Ultimate tensile: 38 ksi;Yeild: 35 ksi Applied Load Direction Ibs(N) Ibs(N) FS Ibs(N) 0 Y Clear or Dark anodized �Z Tension,Y+ 1415(6294) 635(2825) 2.23 960(4270) 0.679 Weight: Compression,Y- 1949(8670) 873(3883) 2.23 1320(5872) 0.677 X 3"Standoff(as shown):0.522 pounds(237 g) Add 0.086 pounds per inch (39 g/inch) Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Allowable and design loads are valid for a Unirac 2-piece Transverse,X+, uphill 42(187) 20 (89) 2.15 30(133) 0.705 aluminum standoff 559 ft Ibs 250 ft Ibs 378 ft Ibs Attach with zinc plated carbon steel or stainless steel fasteners Fs)Z Bending,Applied Moment (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 1.66 Resistance and safetyfactors are determined according to Part 1A section 9 of 3°�MIN g 2-Piece Aluminum Standoff with L-foot connection 7"MAX 0.31 the 2005 Aluminum Design Manual Reference the SolarMount datasheet for L-foot specifications. NOTE: Loads are given for the standoff only. Check load limits for lag For the L-foot to standoff connection: screw or other attachment method. Use included 1 %" EPDM washer between the L-foot and standoff �+-3 75— Assemble with included 300 series stainless steel%"-16 flanged 00.38 Average hex head screw Ultimate Allowable Safety Design Resistance Use anti-seize and tighten to 30 ft-Ibs of torque 2.50 O Applied Load Load Load Factor, Load Factor, Direction Ibs(N) Ibs(N) W Ibs(N) F Y Allowable and design loads are valid when components are assembled according Z to authorized Unirac documents. 2.75 Tension/ 14528) (4844)3266 1089 X Compression, 3.00 1633(7264) 0.500 L-feet are compatible with SolarMount, SolarMount Heavy Duty, Dimensions specified in inches unless noted Y± ( and SunFrame rails. UZ Bending, i Resistance factors and allowable loads are determined according to part 1A 559 ft Ibs 250 ft Ibs 378 ft Ibs section 9 of the 2005 Aluminum Design Manual. Applied (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 g Moment" NOTE: Loads are for the connection and standoff only. Check load limits `Example: If the module is mounted 6"(0.5 ft)from the base of the standoff, for the lag screw or other attachment method. the allowable side load is 250 ft"lbs/0.5 ft=500 Ibs Average Allowable Safety Design Resistance Ultimate Load Factor, Loads Factor, Applied Load Direction Ibs(N) Ibs(N) FS Ibs(N) Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Transverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 559 ft Ibs 250 ft Ibs 378 ft Ibs UZ Bending,Applied Moment (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 -C�,1�� „,_�,. .. ,a.. �'r ,�-. a_• ,�.. r'-• D,7a= -�`.'� • r`' T °�`•:i.-. `aa t'i' .'ri+:. £ox?• �:y�Y�. ,.I ';�C��'S�` ,�K• - i....� 1 _ n _ .mot r ^x:6•s �.i+• rk 4':,Iy 5` •L •rs �>e •�`•';� 4Y ,i'E. :t--a.�; �' S :.�'i.e ,:.x.a�..5•: ., - - --- 7d. - Y. ^��.�' I ��s F - .- - �«t.'f{ i� - '�'� _- I�'i,`_ <- Yt , InvisiMountEll 111 INS MIME_ a ponents Simple and Fast Installation MILE L*.Imil Integrated module-to-rail grounding Pre-assembled mid and end clamps 5 _- Levitating mid clamp for easy placement ' x-r ""�-�=,_;�. � _ i _�- fit,• ' Mid Clamp Ground Lug Assembly Universal Mid Clamp Mid clamp width facilitates consistent,even - -- _ _ ___ _ Rail and Rail S lice Rail and Rail Splice Ground Lug Assembly p module spacing - - 7 UL 2703 Listed integrated grounding _ Flexible Design -- Row-to-RowSpacer WE Addresses sloped and low sloped residential �' Row-to-Row Grounding Clip End Clamp Row-to-row Grounding Jumper Universal End Clamp (DynoBond) roofs Design in landscape and portrait with up to 8' — asa- a _ Classic mid clam Black cxide stainless steel 300 series 63 a(2.2 oz) rail span p Temperature -40'C to 90'C(-40'F to 194'F) — -- =-- Universal mid clamp Black anodized aluminum 6000 series 60 g(2.1 oz) Pre-drilled rails and rail splice Classic end clamp Black anodized aluminum 6000 series 110 g(3.88 oz) Roof aHardware Warranties Rails enable easy obstacle management Universal end clamp Black anodized aluminum 6000 series 103 g(3.63 oz) Refer to roof attachment hardware manufacturers Elegant Simplicity Rail Black anodized aluminum 6000 series 830 g/m(9 oz/ft) documentation Customer-Preferred Aesthetics Rail splice Aluminum alloy 6000 series 830 g/m(9 oz/ft) • Best-in-class system aesthetics SunPower° InvisiMountTM is a SunPower-designed Rail bolt M1 0-1.5 x 25 mm;custom T-head SS304 18g(0.63oz) • • •• Rail nut M10-1.5;DIN 6923 SS304 nominal Classic Uplift 6641bf Black anodized components rail-based mounting system. The InvisiMount system Ground lug assembly SS304;A2-70 bolt;tin-plated copper lug 106.5 g(3.75 oz) Mid clamp Shear 540 Ibf Low-profile mid clamps and capped,flush addresses residential sloped roofs and combines faster Row-to-row grounding clip SS301 with SS 304 M6 bolts 75g(26 oz) Uplift 9621b Universal p end clamps Row-to-row grounding jumper Stainless steel 300 series 10 g(0.35 oz) Mid clam installation time, design flexibility, and superior aesthetics. p Shear 4371b Row-to-row spacer Black POM-grade plastic 5 g(0.18 oz) Part of Superior System Classic InvisiMount is specifically envisioned and engineered Classic Uplift 8991bf Best-in-class system reliability and aesthetics to pair with SunPower modules; Universal InvisiMount is '®• :• End clamp Shear 220lbf Optional rooftop transition flashing,rail Universal uplift 6051b compatible with a wide range of modules. The resulting InvisifvlountComileRepla ReplAttachacement Attachent thntwith mounted J-box,and wire management rail clips P g g InvisiMount Flat Tile Replacement Attachment with Pegasus End clamp Shear 242 Ib InvisiMount S-Tile Replacement Attachment with Pegasus Combine with SunPower modules and system-level approach amplifies the Installation and InvisiMountw-Tile Replacement Attachment with Pegasus Moment upward 548lbf-ft mySunPower9 monitoring app Rail aesthetic benefits—for homeowners and for installers. Moment:downward 5801bf-ft Invisi-Mount Warrahtles,And Certifications Moment:upward 548 Ibf-ft -• 25-year product warranty Rail splice sas - Warranties Moment: 5-year finish warrantMoment:downward 580 Ibf-ft •~ I Certifications UL 2703 Listed Uplift 10001bf ...t,lrl s u n p owe r.eo m Class A Fire Rated L-foot Shear 3901bf ^— - `- • �.r With Classic InvisiMoum,a module frame that is compatible with the InvisiMount system is required for hardware imeroperabdity,modules without this frame may be used with Universal InvisiMount ••- .� •T - - --i--- SunPower recommends that all Equinox'",Invisilvount",and AC module systems always be designed using the Inwsilvount Span Tables 1524734 If a designer decides to instead use the component capacities listed in 1515 this document to design a system,note that the capacities shown are Load and Resistance Factor Design(LRFD)design loads,and are NOT to be used for Allowable Stress Design(ASD)calculations;and that a licensed Professional Engineer(PE)must then stamp all calculations.If you have any questions please contact SunPower Technical Support at 1-855-977-7867. sunpower.com O 2022 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,EQUINOX,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation. 509506 RevG All other trademarks are the property of their respective owners.Specifications included in this datasheet are subject to change without notice. Datasheet i D. t FZ:_ � �• SunPower° Pro Fleet PVS SunPower°AC Modules ' S Management for Installers t SUN?0WER mySunPower TM for 4� HomeownesSupervisor SunPowerO Monitoring Residential SunPower PV Rr' I .�141i11�u. — Improve Support, SunPower° Monitoring— CommunicationSite Requirements Reduce Costs Plug-and-Play Installation Number •Supports string inverters,external meters, RS-485 and other auxiliary devices An intuitive monitoring website This complete solution for residential monitoring and control includes the of modules .85(SunPower AC modules) --- enables you to: SunPower° PV Supervisor(PVS)which improves the installation process,overall supported •one channel of revenue-quality per PVS Integrated production metering system reliability,and customer experience: • High-speed Internet access via accessible metering •Two channels of consumption metering • See a visual map of Internet access router or switch ------- customer sites • Compact footprint for improved aesthetics Ethernet • 1 LAN(or optional WAN)port • Remotely manage hundreds • 100-240 VAC(L-N),50 ), 60 Hz Supports SunPower AC modules g • Robust cloud connectivity and comprehensive local connectivity Power •208 VAC(L-Lin phase 3 60 Hz P��____.__ pp of sites • Flexible configuration of devices during installation wiFi •802.11b/g/n 2.4 GHz and 5 GHz • Remotely diagnose and Mechanical Cellular •LTE Cat-M1/3G UMTS troubleshoot system issues • Consumption metering production metering ZigBee _ •IEEE 802.15.4 MAC,2.4 GHz ISM band • Revenue-quality p g Weight •5.51b(2.5 kg) • Drill down for the status of individual devices • Web-based commissioning Dimensions • 11.8 x 8.0 x 4.2 in.(30.5 X 20.5 x 10.8 cm) Data storage •60 days Upgrades •Automatic firmware upgrades • Remote diagnostics of PVS and inverters Enclosure rating •UL 50E Type 3R Web• Durable UL Type 3R enclosure helps reduce maintenance costs Add Value and Support Device f • Easy integration with SunPower eBOS Operating • Customer site •mysunpower.com or Customers Temperature -22°F to+140°F(-30°C to+60°C) Partner site •monitor.sunpower.com With mySunPowerrm monitoring Robust Cloud Connectivity Humidity(max.) •95%,non-condensing Browsers •Firefox,Safari,and Chrome Customers can: Mobile devices •iPhoneO,iPa&,and Androidlm • Track their energy production Multiple options to maintain optimal connectivity: Warranty and Certifications 1 Create account online at mysunpower.com b day, year and in • Hardwired Ethernet ° s. 2 on a mobile device,download the Y Y Y l Warranty • 10 year Limited Warranty Customer app SunPower Monitoring app from Apple App different weather conditions • WIFi ; ) '^ µ •UL,cUL,CE,UL 61010 1 and 2,FCC Part 15 Store or Google Playm Store p Certifications 3 Sign in using account email and password • See their energy use and • Cellular backup . (Class B) estimated bill savings • Maximize their savings with C,vpSsIF�FO automatic system alerts and tips u& SUNPOWER • Customize storage settings and easily monitor and track O 2020 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo and available battery power MYSUNPOWER are trademarks or registered trademarks of SunPower Corporation in the U.S.and other countries as well.All other logos and trademarks are the properties of their • Receive elective system reports SUNPOWER respective owners. 530536 Rev D sunpower.com SunpowerO EquiflOXTm Accessories OXT Equinox Junction Boxes quinoxjunction Boxes - ---- --- ------- - --- - ---- - - COMPONENT DIMENSIONS 176.6 mm 62.0 mm (6.95 in.) (2.44 in.) x j -0 SUN( OWER"' 176.6mm InvisiMount"O Rail-Mounted Composition Shingle Roof j (6.95 in.) Junction Box (RMJ) v2 Transition Junction Box 0 (4)98-32x0.5' :J CAPTIVE SCREW. Ln SS.SLOTTED HEAD • 70% larger than original InvisiMount J-box. Enables transitioning conductors directly 3 © 54.0 mm • Integrated grounding to InvisiMount rail, through the roof. (2.13 in.) replacing grounding lug assembly. • integrated flashing for peace of mind. A� j WITHIJDON • Snap-on attachment for fast and secure • Compatible with composition shingle roofs. W M SECTION A-A 150.0 mm installation. m W (5.91 in.) 0 SPECIFICATIONS 0.�v n„ 0 110 4 ��� 4 a �n. Model RMJ v2 Comp Shingle Transition J-Box s > 150.0 mm N I (5.91 in.) 530168 Kit Part Number 530167 pio RQ Max. Voltage Rating 600 V(AC or DC) o 0 Ambient Temp. Range -35°C to 75)C (-31°F to 167°F) INTERIOR Enclosure Material Flame-retardant, UV-resistant, high-impact resistant resin 304.8 m m Attachment/Flashing Material 304 stainless steel Steel w/zinc-aluminum coating (12.00 in.) Cavity Dimensions 150 x 150 x 62 mm (5.91"x 5.91"x 2.13") X 0 m Enclosure Volume 1150 cc(70 in3) , Attachment/Flashing Finish Black oxide Black powder coat o Q Raw G3iDC�E �u Ln InvisiMount rail Comp shingle roofs c �36, CompatibilityS h F- (1 him 304.8 mm Assembled Weight 0.78 kg(1.7 lb) 1.27 kg (2.8 lb) 4%h.) (12.00 in.) • Watertight, UL Type 4 Watertight, UL Type 4 0 ®� Certifications & Ratings UL 94 5VA UL 94 5VA • UL 1741 UL 1741 • UL 2703(with InvisiMount) -- GN 0 Additional Hardware Included 3/4" cord grip • 3/4"cord grip • Lay-in lug • #12 screws with EPDM washer 539382 RevA Product data sheet DU323RB Product data sheet D223NRB Characteristics Safety switch,,general duty, non fusible, 100A, Characteristics Safety switch, general duty, fusible, 100A, 2 3 poles, 30 hp, 240 VAC, NEMA 3R, bolt-on poles, 30 hp, 120 VAC, NEMA 3R, bolt-on provision provision, neutral factory installed Product availability:Stock-Normally stocked in distribution facility Product availability:Stock-Normally stocked in distribution facility Price*•816.00 USD Price*:480.00 USD o `o o - m s ,n a a o. m f6 U N U U N N N N 0O O Main ° Main a Product g Ingle Throw Safety Switch t Product Single Throw Safety Switch Current Rating ° Certifications 100 A o Current Rating 100 A a Enclosure Rating UL listed file E2875 a Certifications UL listed file E2875 m NEMA 3R Disconnect Type Enclosure Rating NEMA 3R r Non-fusible disconnect switch Disconnect Type Fusible disconnect switch Factory Installed Neutral a Mounting Type None „ Factory Installed Neutral Neutral(factory installed) H Surface ° Number of Poles Short Circuit Current Rating 100 kA maximum depending on fuse H,K or R 3 € Mounting Type Surface Electrical Connection � 9 Lugs Duty Rating General duty Number of Poles 2 Voltage Rating H Electrical Connection Lugs 240 VA Duty Rating General duty s Wire Size AWG 14...AWG 1 coppero AWG 12...AWG 1 alurninium H Voltage Rating 240 V AC Wire Size AWG 14...AWG 1 copper Complementary w AWG 12...AWG 1 aluminium m Short-circuit withstand y 200 kA y Maximum Horse Power Rating H Complementary 15 hp 240 V AC 60 Hz 1 phase NEC 430.52 N 30 hp 240 V AC 60 Hz 3 phase NEC a Maximum Horse Power Rating 7.5 hp 240 V AC 60 Hz 1 phase NEC 240.6 Tightening torque 430.52 15 hp 240 V AC 60 Hz 3 phase NEC 240.6 9 35 Ibf.in0.00...0.01 in 2 15 hp 240 V AC 60 Hz 1 phase NEC 430.52 35 Ibfin (3.95 N.m)AWG 14...AWG 0)..'5.26 mm ) AWG 14...AWG 10) c 30 hp 240 V AC 60 Hz 3 phase NEC 430.52 40 Ibf.in (5 N.m) 0.01 in2(8.37 mm2)AWG 8) 35 Ibfin(3.95 N.m)0.00...0.01 in (2.08...5.26 mm2)AWG 14...AWG 10) 45 Ibf.in (5.08 N.m Tightening torque 50 Ibfin (5.65 N.m) O'02...0.03 in2(12.3...21.12 mm2)AWG 6...AWG 4) 40 Ibf.in(4.52 N.m)0.01 in (8.37 mm2)AWG 8) Height )AWG 3...AWG 1) E 35 Ibf.in(3.95 N.m)AWG 14...AWG 10) E m 17.5 in(444.50 m) d Width 45 Ibf.in(5.08 N.m)0.02...0.03 in2(12.3...21.12 mm2)AWG 6...AWG 4) 10.5 in(266.70 mrrt) H 50 Ibf.in(5.65 N.m)AWG 3...AWG 1) Height 17.5 in(444.50 mm) ; • Price is"List Poce"and maybe subject to a trade discount-check with our local m E y distributor or retailer E Mar 28,2021 or actual price y Price is'List Price'and may be subject to a trade discount-check with your local distributor or retailer for actual price o We Is on I eider Mar 28,2021 EI•trrls I LIFe Is('hl Sd+rleider 1 0�.•rr 1 c U POLARISTM C �� 05 POLARIS'"' cLISTED s Pre-Insulated Connectors LISTED Pre-Insulated Connectors Multi-Conductor Connector, One Side Wire Entrylil rSPECIFICATIONSTIONS y_ Multi-Conductor Connector, One Side Wire Entry SPECIFICATIONS IPL Series • UL Listed 4868 Wire Connector(Dry location). B Wire Connector(Dry location). Q IPL Series Cont d • Temperature Roting/Valioge:AL9CU. Rating/Voltage:AL9CU. :3ure rated to-45°C,rated 600V,90°C. a Cold temperature rated to-45*C,rated 600V,90*C. FEATURES al rated for use with copper and/or aluminum cables. FEATURES • Wire Type:Dual rated for use with capper and/or aluminum cables. Not for fineittanded,flexible wire. Not for fine stranded,flexible wire. • Wire entry ports on one side only. • Torque Chart:See page 34. • Wire entry parts one side only. • Torque(hart:34. • Eliminates the neeeed for cover and taping. Eliminates the neeedd far cover and taping. • dielectric strength plastisol. • Insulated with highrrielectric strength plastisol. Insulated with n • Molded for precise fit and supplied with removable access plugs over the hex screws. • Molded far precise fit and supplied with removable access plugs over the hex screws. • • Abrasion and chemical resistant. Abrasion and chemical resistant. • UV resistant. UV resistant. • Will not support combustion. • Will not support combustion. H H W I ` Figure varies by number of wire ports. Figure varies by number of wire ports. r r r„ , r r r r r WIDTHLENGTH HEIGHT TORTH HEIGHT EX/WREN(fl ai HEX/WRENCH SIZE QUE r r r r PORTS r r r r r r� LENGTH r R r IPL4 3 3 414 AWG 1.550 1.188 1.375 45 Slotted cULus 3 250 MCM 6 AW - - 2.9306 IPL4.3A 3 4-14 AWG 1.550 1.188 1.375 45 1/8 ` IPL250-0* cLILus 4 250 MCM-6 AWG 527A 410 A 3.800 2.030 2.180 360 5/16 I 4IPL4 4 4 414 AWG 1.910 1.188 1.375 45 Slotted IPL250 5 cULus 5 250 MCM 6 AWG - - 4.660 2.030 2.180 360 5/16 4 IPL4.4A 4 4.14 AWG 1.970 1.188 1.375 45 1/8 IPL250-6* cULus 6 250 M(M-6 AWG 790 A 615 A 5.220 2.030 2.180 360 5/16 - I 3 IPL4.5 5 4.14 AWG 2.390 1.188 1.375 45 Slotted IPL250-8* cULus 8 250 MCM•6 AWG 1053 A 820 A 7.240 2.030 2.180 3605/16 - 4 IPL4-6 6 4-14 AWG 2.810 1.188 1.375 45 Slotted IPL350.3 cULus 3 350 MCM•6 AWG - - 3.470 2.130 2.460 4005/16 - i 3 IPL4.8 8 4.14 AWG 3.660 1.188 1.375 45 Slotted IPL350-0 cULus 4 350 MCM-6 AWG 657 A 514 A 4.540 2.130 2.460 400 5/16 3 IPL4.8A 8 4-14 AWG 3.660 1.188 1.375 45 1/8 7PH6 IPL350.5 cULus 5 350 MCM-6 AWG - - 5.570 2.130 2.460 400 5/16 - ; 2 IPL410 10 414 AWG 4.500 1.188 1.315 45 Slotted 4 !PL3%6* cLILus 6 350 MCM-6 AWG 985 A 770 A 6.620 2.130 2.460 400 5/I6 - 2 IPL4-12 12 4-14 AWG 5.100 1.188 1.375 45 Slotted 2 IPL350.8* cULus 8 350 MCY,S Aww 1 1314 A 1028 A 8.720 2.130 2.460 400 5/16 - ( 3 IPL4-14 14 4.14 AWG 6.180 1.188 1.375 180 Slotted 2 IPL500.3 cULus 3 500 MCM-4 AWG - - 3.960 2.500 2 74D 450 5/16 - i 3 IPLI/0 3 3 1/014 AWG 2.240 1.500 1.688 180 3/16 ` 6 IPL500-04* cULus 4 500 MCM-4 AWG 806 A 631 A 5.110 P2.500 2.940 450 5/16 - 2 IPLI/0.4 4 1/0.14 AWG 2.890 1.500 1.688 180 3/16 6 IPL500-5 cUlus 5 500 MCM-0 AWG - - 6.250 2.940 450 5/16 - 2 IPLI/0.5 5 1/0-14 AWG 3.540 1.500 1.688 180 3/16 6 IPL500.6* cULus 6 500 M(M-0 AWG 1209 A 946 A 1.400 2.940 450 5/16 - 2 IPLI/0.6 6 1/0.14 AWG 4.190 1.500 1.688 180 3/16 4 IPL500.7 cULus 7 500 MCA1-0 AWG - - 8.590 2.940 450 5/16 - 2 IPLI/0.8 8 1/0.14 AWG 5.490 1.500 1.688 180 3/16 - 4 IPL500.8* cULus 8 500 MCM-0 AWG 1612 A 1262 A 9.690 2.500 2.940 450 5/16 - ; 3 IPLI/010 10 1/014 AWG 6.820 1.500 1.688 1 BO 3/16 3 IPL600-3 cULus 3 600 MCM•6 AWG - - r77 2.710 3.020 _ 550 5/16 2 IPII/012 12 1/014 AWG 8.120 1.500 1.688 180 3/16 . 2 IPL600-04* cULus 4 600 MCM6 AWG 1035 A 810 A 2.110 3.020 550 5/16 -I-2 IPLI/0.14 14 1/0.14 AWG 9.420 1.500 1.688 250 3/16 - 2 IPL600.6* cULus 6 600 MCM-6 AWG 1554 A 1215 A 2.710 3.020 550 5, 3 IPL3/0.3 3 3/0.6 AWG 2.630 1.600 1.800 250 5/16 6 IPL750-3 - 3 750.250 MCM - - 3.090 3.490 550 3/8 2 IPL3/0.4 4 3/0-6 AWG 3.410 1.600 1.800 250 5/16 - 4 IPL750-4 - 4 750-2S0 MCM - - 3.090 3.490 550 3/8 - j 1 IPL3/0-5 5 3/0.6 AWG 4.190 1.600 1.800 250 5/16 - 4 IPL750.5 - S 750.250 M(M - - 1.800 3.090 3.490 550 3/8 •^j 1 IPL3/0-6 6 3/0.6 AWG 4.970 1.600 1.800 250 5/16 • 3 IPL750.6 - 6 750.250 MCM - - 9.230 3,090 3.490 550 3/8 1 _ -.._. IPL3/0 8 8 3/0 6 AWG 6.530 1.600 1.800 250 5/16 i 3 PARALIF L *An"Industry First"by providing a UL Listed 486A/B connector with code compliant and UL Listed maximum RATED ampacity for Copper and Aluminum parallel conductors. Project Cevher Residence Locattcm: Southold,NY 30021 Ivy Glenn Dr,Ste 210,Laguna Niguel,CA 92677 Info@laguna anglneers.eorr' .STRUCTURAL CERTIFICATION LETTER June 1,2023 To: Sunpower Corporation . .. 141.4 Harbour Way South Richmond,CA 94804 Project: Cevher Residence 1635 Ackerly Pond Lane Southold,NY 11971 To Whom it May Concern: Ajobsite observation of the condition of the existing framing system was performed by an Audit team of Sunpower Corporation as a request from Laguna Consulting Engineers.All review is baised on these observations,and the design criteria listed below and only deemed valid if t he provided information is true and accurate. The scope of this report is strictly limited to an evaluation of the fastener attachment,underlying framing,and supporting structure with the additional loading dueto the installation of the solar PV panels.The design of racking(rail spans,mounting hardware,etc.),PV panels and all other structure is by others and shall be per the•specified design criteria,Laguna Consulting Engineers assumes no responsibility for improper Installation of PV pa nets,racking.or waterproofing.Prior to starting construction,contractor shall verify the framing sizes,spacings,and spans noted in the stamped plans and this letter and notify the Engineer of Record of any discrepancies noted.This review relies on the roofs structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition. DESIGN CRITERIA: Applicable Codes:2020 New York State Building/Resldeiltial Code,ASCE 7-16 Risk/Occupancy Category: it New PV System Dead Load(s):3 psf Roof Dead Load(s).11 psf,Comp Shingles(ROOF 1:2); 7 psf,Rubber(ROOF 3-4) Roof Live Load(s):20 psf, 0 psf Under PV Ground Snow Load:25 psf,Roof Snow Load:17.5 psf(ROOF 1-2);20 psf(ROOF:3-4) Basic Wind Speed:3,30 mph, Exposure Category":C DESCRIPTION OF E)(ISTING ROOF STRUCTURE: ROOF 1-2:2.75x5.5'TD Rafters @ 24"o.c.with a maximum unsupported horizontal span of 13'-0"and a slope of 26 degrees ROOF 3-4:2x6 Rafters @ 24"o.c.with a maximurn unsupported horizontal span of 10'-0"and a slope of 6 degrees CONCLUSIONS: ROOF 1-2:Adequate to support.the Imposed load Ing-No structural upgrades required ROOF 3-4:Adequate to support the imposed load Ing-No structural upgrades required Max PV mount spacing-Landscape config:48",Portrait config:48", Pattern:Staggered(ROOF 1-2) Max PV mount spacing-Landscape config:48",Portrait config:48", Pattern:Staggered(ROOF 3-4) Please contact me should you have any questions or comments regarding this project. Paymon Eskandaniarn,SE,PE Laguna Consulting Engineers Page 1 Project: Cevher Residence Location: Southold,NY rwM r'"" 0 - eima �wwo 300.1 Ivy Glenn or,Ste 219,Laguna Niguel,C A 92677 info 9lagunaengineers.com GfEAVITY LOADS ROOF 3-4 1.NEW PV SYSTEM — ITEM LOAD -� DEAD L OAD '€Nr PV SYSTEM Dbib_LOAD;;;DLL N=, 3; .psf. e� Note:PV SystE m Weight Provided by Client/Manuf. ITEPA LOAD ASCE Ch-3 Rubber 3 psf Plywood Deck 2 psf 2.ROOF DE aD LOAD 2x6 Rafters @ W'O.C. 1.15 psf Vaulted Ceiling 0 psf Miscellaneous 0.85 psf DEA OAD;"I Lliai�r= ZI psf ' �e ITEPA VALUE ASCE Ch-4 Roof Live Load,Lo= 20 psf Tribu tary Area Supported By Member,AT= 5200 sq.ft 3.ROOF LI'IE LOAD Tributary Area Reduction Factor, R1= 1 Roof Slope= 2/12 (6 Deg.) Slope Reduction Factor,R2= 1.00 :F10nF LIVE LOAD':`L:L.. . ..1 11 122= 20 `ps{` . Note:Live Loa.]Under PV Arrays=0 PSF. ITEPA_ VALUE ASCE Ch-7 —�® Ground Snow Lead,pg= 25 psf Exposure Factor(Fully Exposed),Ca= 1 Table 7.3-1 Thermal Factor(Cold Rc of),Ct= 1 Table 7.3-1 Snow Importance Fa,:tor,I,= 1 AHJ Min murn Flat Roof Snow Load,Pf min AHJ= N/A psf Flat Roof Sncw Load, 4.ROOF SNOW LOAD pf=0.KaCtlspg+pf sur i Pf?Pf_min_AHJ —' Pf= 17.S psf Eqn 7.3-1 Rooi Slope= 2/12 (6 Deg.) Surfacl Type= All Other Surfaces Slope Factor,C,= 1.00 Minimum Low-Slope Roof Snow Load, PLs min= 20 psf Sec 7.3.4 AFIJ Minimum Roof Snow Load,p; minAHJ= N/A psf ROOF SNOW LOAD;N3= Cs, 20iQ 'psf ; Egn 7.4-1 Page 3 Project: Cevher(Residence Location: ISouthold,NY 300%1 Ivy Glenn Dr,Ste 219,Laguna Niguel,CA 92677 Inf c@ la gu nae n gl neers.com GRAVITY LOADS ROOF 1-2 ITEM LOAD 1.NEW PV SYSTEM a;. DEAD LOAD jlvj SYSTEM'DEAD LOAD_blL .N 3, •(psf e Note:PV System Weight Provided by Client/Manuf. ITEM LOAD ASCE Ch-3 Comp Shingles 4 psf Plywood&Skip Sheathing 4 psf 2.ROOF DEAD LOAD 2.75x5.5 TD Rafters @ 24"O.C. 2.11 psf Vaulted Ceiling 0 psf Miscellaneous 0.90 psf ROOF DEED LOAD, DLRaoF'_ `psf ITEIIA VALUE ASCE Ch-4 -� Roof Live Load,La= 20 psf Tributary Area Supported By Member,AT= <200 sq.ft 3.ROOF LIVE LOAD Tributary Area Reduction Factor, R1= 1 Roof Slope= 6/12 (26 Deg.) Slope Reduction Factor,R2= 1.00 fEQOF LIVE.LOAD,. I:LaooF.=Lo+'R1:Rx='.. 20. psf, Note:Live Load Under PV Arrays=0 PSF. ITEM VALUE ASCE Ch-7 Ground Snow Load,pg= 25 psf Exposure Factor(Fully Exposed),Ce= 1 Table 7.3-1 Thermal Factor(Cold Roof),Ct= 1 Table 7.3-1 Snow Importance Factor,IS= 1 AHJ Minimum Flat Roof Snow Load,Pf min AHJ= N/A psf Flat Roof Snow Load, 4.ROOF SNOW LOAD pf=03CeCtlspg+pf-sur%Pf Z Pf_min_AHJ _J Pf= 17.5 psf Eqn 7.3-1 Roof Slope= 6/12 (26 Deg.) Surface Type= All Other Surfaces Slope Factor,Cs= 1.00 Minimum Low-Slope Roof Snow Load,pLs min= N/A psf Sec 7.3.4 AHJ Minimum Roof Snow Load,ps minAHJ= N/A psf k,r ROOF SNOW LOAD,pg_=!C§ pr=_ :. . 17.5r: 'psf Eqn 7.4-1 Page 2 Project: Cevher Residence Location: Southold,NY 30011 Ivy Glenn Or,Ste 219,Laguna Niguel,CA 92677 info@lagunaengineers.com WIND LOADS ROOF 1-2 Wind loads on standoffs and their attachment to the underlying structure are determined as per the requirements for rooftop solar panels parallel to the roof surface(ASCE 7-16,Section 29.4.4). Risk Category = II Basic Wind Speed,V(ULT) = 130 mph Wind Directionality Factor,Kd = 0.85 Table 26.6-1 Exposure Category = C Topographic Factor,Kzt = 1.0 Table 26.8-1 Ground Elevation Factor,K. = 1.0 Table 26.9-1 Mean Roof Height,h = 25 ft(Max) Velocity Pressure Exposure Coefficient,K, = 0.95 Table 26.10-1 Velocity Pressure,qh=0.00256K,K tKdKeV2 = 34.79 psf(ULT) Eq.26.10-1 gt,_ASD=0.6 x gh_ULT = 20.87 psf Roof Type = Gabled Roof Slope = 26 Degrees Array Edge Factor,yE = 1.0 29.4.4 Effective Wind Area,Aaff = See Table Below 26.2 Design Wind Pressures(ASD),PUPLIFT(ASD) = qh(ASD)•(GCp)•9E-ga;PASD_MIN=10 psf Eq.29.4-7 Standoff Net Uplift Forces,PUpldt(ASD)(Ibs) = PWINDASD x Atrib-0.6PDL(See Table Below) PRESSURES UPLIFT DOWNWARD Panel Configuration PORTRAIT LANDSCAPE ALL Z.ONE1 ZONE2 ZONE3 ZONE1 ZONE2 ZONE3 ZONE ALL ZONES Interior Edge Corner Interior Ede Corner Pressure Equalization Factor, 0.76 0.76 0.80 0.80 0.80 0.80 0.80 GCp -1.50 -2.40 -3.09 -1.50 -2.50 -3.51 0.58 p -51.6 r ::25:0 , „ -41.7 Design Wind Pressures(ASD), 23.9 :-38,3 S83,1,- 10.0 -:_ PUPUPT(ASD).(Pso Standoff X-Spacing(in) 48.00 48.00 32.00 48.00 48.00 32.00 48.00 Trib,Width(ft)l 3.07 3.07 3.07 1.69 1.69 1.69 3.07 Trib,Area,ATr;b(ft) 12.28 12.28 8.19 6.77 6.77 4.51 12.28 Standoffs let Uplift Forces, Pu Iat"si(I ) ^.272 -448 ... r408, -157. ' 270 i i. 257';.; 145.. ROOF ATTACHMENT CHECKS Max Standoff Uplift(ASD)= = 448 Ibs Mount Allowable Uplift= = 450 Ibs(Per Manuf.) Standoff Demand/Capacity Ratio,DCR= = 100%<100%, Therefore O.K. Fastener Size and Type= = 5/16" Lag Screw(s) No,of Fasteners per Standoff,N= = 1 Min Fastener Embed Into Framing,T= = 2.5 in Fastener Allowable Pullout,W= = 246 lb/in Wind Load Duration Factor,LDF= 1.6 Additional Factor of Safety,F.S= = 1.5 Fastener Group Allowable Pullout Capacity = 656 Ibs Fastener Demand/Capacity Ratio,DCR= = 68% <100%, Therefore O.K. Page 4 Project: CevherResidence Location: Southold,NY r 30011 Ivy Glenn or,Ste 219,Laguna N iguel,CA 92677 lnfo@lagunaengineers.com WIND LOADS ROOF 3-4 Wind loads on standoffs and their attachment to the underlying structure are determined as per the requirements for rooftop solar panels parallel to the roof surface(ASCE 7-16,Section 29.4.4). Risk Category = 11 Basic Wind Speed,V(ULT) = 130 mph Wind Directionality Factor,Kd = 0.85 Table 26.6-1 Exposure Category = C Topographic Factor,Kzt = 1.0 Table 26.8-1 Ground Elevation Factor,Ke = 1.0 Table 26.9-1 Mean Roof Height,h = 25 ft(Max) Velocity Pressure Exposure Coefficient,K, = 0.95 Table 26.10-1 Velocity Pressure,qh=0.00256K,K,KdKeV2 = 34.79 psf(ULT) Eq.26.10-1 gf`ASD=0.6 x gy_ULT = 20.87 psf Roof Type = Gabled Roof Slope = 6 Degrees 9E = 1.0 29.4-4 Effective Wind Area,Aaff = See Table Below 26.2 Design Wind Pressures(ASD),PUPLIFT(ASD) = qh(ASD)•(GCp)•9E-ga;PASD_MIN=10 psf Eq.29.4-7 Standoff Net Uplift Forces,Puplift(ASD)(lbs) = PWINDASD x Amy-0.6PDL(See Table Below) PRESSURES UPLIFT DOWNWARD Panel Configuration PORTRAIT LANDSCAPE ALL ZONE ZONE1 ZONE2 ZONE3 ZONE1 ZONE2 ZONE3 ALL ZONES Interior Ede Corner Interior Ede _ Corner Pressure Equalization Factor,yA 0.76 0.76 0.80 0.80 0.80 0.80 0.80 GC, -1.66 -2.25 -3.20 -1.70 -2.30 -3.20 0.30 Design Wind Pressures(ASD), . Pururr(aso) (psf} ir26.5 35.9;: -53.4 -28.4 738.4 63:4::;'' l0A Standoff X-Spacing(in) 48.00 48.00 32.00 48.00 48.00 32.00 48.00 Trib.Width(ft) 3,07 3.07 3.07 1.69 1.69 1.69 3.07 Trib.Area,AT,Ib(ft) 12.28 12.28 8.19 6.77 6.77 4.51 12.28 Standoff Net Uplift Forces, =304 :. 419.: 423' `480 =248 :i -233 145 (Ibs) .: .•, . • :::."". > ', .... ,; ;:: .. ROOF ATTACHMENT CHECKS Max Standoff Uplift(ASD)= = 423 Ibs Mount Allowable Uplift= = 450 Ibs(Per Manuf.) Standoff Demand/Capacity Ratio,DCR= = 9491.<=100%, Therefore O.K. Fastener Size and Type= = 5/16" Lag Screw(s) No,of Fasteners per Standoff,N= = 2 Min Fastener Embed Into Framing,T= = 2.5 in Fastener Allowable Pullout,W= = 246 lb/in Wind Load Duration Factor,LDF= 1.6 Additional Factor of Safety,F.S= = 1.5 Fastener Group Allowable Pullout Capacity = 1312 Ibs Fastener Demand/Capacity Ratio,DCR= = 32%<100%, Therefore O.K. Page 5 1 T vherResidence uthold,NY 30011 Ivy Glenn Or,Ste 219,Laguna Niguel,CA 92677 Info@lagunaengineers.com MEMBER CHECKS ROOF 1-2 PASS 1.(E)WOOD ROOF CONSTRUCTION: ROOF SLOPE = 260 FRAMING TYPE = Rafters WOOD SPECIES&GRADE = DF#2 RAFTER OR TRUSS TOP CHORD SIZE = 2.75x5.5 TO (S=13.86 InA3 1 =38.12 inA4) RAFTER OR TRUSS SPACING = 24"o.c. MEMBER HORIZONTAL SPAN,L = 13'-0" 2.MEMBER LOADING: .. UNIFORM LOAD.- ..." U:L:'PROJECTION' MEMBER-DESIGN:' OVEiR,HORIZ:'SFAN(PSF '• :.'.LOAD PLF ROOF DEAD LOAD 11.0 12.2 24.5 PV DEAD LOAD 3.0 3.3 6.7 ROOF LIVE LOAD* 0.0 0.0 0.0 ROOF SNOW LOAD 17.5 17.5 35.0 RLL=0 PSF UNDER PV GOVERNING LOAD CASE = DL+PV+SL TOTAL LOAD,WTL = 66 pif 3.BENDING CHECKS: REFERENCE DESIGN BENDING STRESS,Fb = 900 psi LOAD DURATION FACTOR,Cd = 1.1.5 SIZE FACTOR,Cr = 1.50 REPETITIVE MEMBER FACTOR,Cr = 1.15 ALLOWABLE BENDING STRESS,F'b=Fb x Cd x Cf x C, = 1,785 psi MEMBER BENDING STRESS,tb=Mmax/S = 1,210 psi BENDING DEMAND-CAPACITY RATIO=fb/F'b = 68% <100% BENDING O.K. 4.SHEAR CHECKS: REFERENCE DESIGN SHEAR STRESS,F 180 psi LOAD DURATION FACTOR,Cd = 1.15 ALLOWABLE SHEAR STRESS,F'v=F.x Cd = 207 psi MAX SHEAR,Vmax=WTL•L/2 = 430 ibs MEMBER AREA,A = 15.13 in" MEMBER SHEAR STRESS,fv=Vmax/A = 28.4 psi SHEAR DEMAND-CAPACITY RATIO=t /F' = 14% <100% SHEAR O.K. S.DEFLECTION CHECKS: ALLOWABLE DEFLECTION(TOTAL LOAD),AALL.TL = (L/180) E=1,600,000 psi 0.867 in SPAN TYPE=Simple Span MAX DEFLECTION(TOTAL LOAD),AMAx-TL = SWLA41384EI 0.697 in (L/224) AMAx-TL < HALL-LL TOTAL LOAD DEFLECTION O.K. ALLOWABLE DEFLECTION(LIVE/SNOW),HALL-LL/SL = (L/240) 0.650 in MAX DEFLECTION(LIVE/SNOW LOAD),AMAX.LL/SL = SWLA4/384EI 0.369In (L/423) aMAXAL < aALL-LL LIVE LOAD DEFLECTION O.K. Page 6 Cevher Residence 7 ., '; Location: Southold,NY 30011 Ivy Glenn Dr,Ste 219,Laguna Niguel,CA 92677 info@lagunaengineers.com MEMBER CHECKS ROOF 3-4 PASS 1.(E)WOOD ROOF CONSTRUCTION: ROOF SLOPE = 6° FRAMING TYPE = Rafters WOOD SPECIES&GRADE = DF#2 RAFTER OR TRUSS TOP CHORD SIZE = 2X6 (S=7.56 inA3 ; 1 =20.79 inA4) RAFTER OR TRUSS SPACING = 24"o.c. MEMBER HORIZONTAL SPAN,L = 10'-0" 2.MEMBER LOADING: a, UNIFORM LOAD ". ,,U.L.PROJECTION' ?, .�MEM,BER DESIGN-S. LOAD TYPE pSF OVER HORIZ.SPAN(PSF -,LOAD( PLF ROOF DEAD LOAD 7.0 7.0 14.1 PV DEAD LOAD 3.0 3.0 6.0 ROOF LIVE LOAD* 0.0 0.0 s 0.0 ROOF SNOW LOAD 20.0 20.0 40.0 RLL=0PSF UNDER PV GOVERNING LOAD CASE = DL+PV+SL TOTAL LOAD,WTL = 60 pif 3.BENDING CHECKS: REFERENCE DESIGN BENDING STRESS,Fb = 900 psi LOAD DURATION FACTOR,Cd = 1.3.5 SIZE FACTOR,CF = 1.30 REPETITIVE MEMBER FACTOR,Cr 1.15 ALLOWABLE BENDING STRESS,F'b=Fb x Cd x Cf x C, = 1,547 psi MEMBER BENDING STRESS,tb=Mr,,X/S = 1,192 psi BENDING DEMAND-CAPACITY RATIO=fb/F'b = 77% <100% BENDING O.K. 4.SHEAR CHECKS: REFERENCE DESIGN SHEAR STRESS,F = 180 psi LOAD DURATION FACTOR,Cd = 1.3.5 ALLOWABLE SHEAR STRESS,F' =F,x Cd 207 psi MAX SHEAR,Vmax=WTL•L/Z = 301 Ibs MEMBER AREA,A = 8.25 in' MEMBER SHEAR STRESS,fv=Vmax/A = 36.4 psi SHEAR DEMAND-CAPACITY RATIO=t /F-v 18% <100% SHEAR O.K. S.DEFLECTION CHECKS: ALLOWABLE DEFLECTION(TOTAL LOAD),DALL-TL = (L/180) E=1,600,000 psi = 0.667 in SPAN TYPE=Simple Span MAX DEFLECTION(TOTAL LOAD),AMAX-TL = 5WLA41384EI 0.406 in (L/295) AMAX-TL < BALL-LL TOTAL LOAD DEFLECTION O.K. ALLOWABLE DEFLECTION(LIVE/SNOW),BALL-LL/SL = (L/240) = 0.500 in MAX DEFLECTION(LIVE/SNOW LOAD),AMAX-LL/SL = SWLA4/384EI 0.270 in (1./444) OMAx-LL < t'ALL-LL LIVE LOAD DEFLECTION O.K. Page 7