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HomeMy WebLinkAboutBLD-23-000773 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 t • Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling RECEIVED This Section For Official Use Only Building Permit Number: )LD--23-U0D7 73 Date Appli : 022 • -AUGl7 Building Official(Print Name) Signature tsVIL8 G DEPARTMENT ey.SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 24 Steven Drive 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (lvl.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Barry Kromer Yarmouth MA 02673 Name(Print) City,State,ZIP 24 Steven Drive 860-377-0986 bckromer@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK"(check all that apply) New Construction 0 I Existing Building 0 I Owner-Occupied 0 I Repairs(s) 0 Alteration(s) ❑ I Addition 0 Demolition U Accessory Bldg. 0 Number of Units Other if Specify: Solar Brief Description of Proposed Work':Roof mounted solar installation (14) mod les 5.88kw SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) I.Building $ 13,872.00 I. Building Permit Fee:$/5Z) Indicate how fee is determined: 2.Electrical $ ❑Standard City/Town Application Fee 9,248.00 ❑Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: ie-/JJ35a— / 5.Mechanical (Fire Suppression) Total All Fees:$ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 23,120.00 0 Paid in Full 0 Outstanding Balance Due: /I SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) Benjamin K Hubbard CS-109877 8/14/2023 License Number Expiration Date Name of CSL Holder 50 Rockwell Road List CSL Type(see below) No.and Street Type Description Newington CT 06111 U I Unrestricted(Buildings up to 35,000 cu.ft.) City/Town,State,ZIP R Restricted 1&2 Family Dwelling Iv1 Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 908-894-9679 Benjamin K Hubbard I Insulation Telephone Emaii address D I Demolition 5.2 Registered Home Improvement Contractor(HIC) SunPower Corporation Systems 186445 11/14/2022 I-IIC Company Name or HIC Registrant Name HIC Registration Number Expiration Date 50 Rockwell Road SPRI.Massachusetts@sunpowercorp.com No.and Street Newington CT 06111 908-894-9679 Email address City/Town,State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes EX No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMTLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Julia Casale to act on my behalf,in all matters relative to work authorized by this building permit application. See attached H/O contract 8/6/2022 Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Julia Casale 8/6/2022 Print Owner's or Authorized Agent's Nam lectronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.Qov/oca Information on the Construction Supervisor License can be found at www.mass.nov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics, decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts a Department of Industrial Accidents Office of Investigations 600 Washington Street t !ff. Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): SunPower Address: 50 Rockwell Road City/State/Zip: Newington CT 06111 Phone#: 860-978-6046 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 10 4. ❑ I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions required.] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers'comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers' 13.® Other Solar comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Aspen Specialty Insurance Company Policy#or Self-ins.Lic.#: 57 WV W00015 Expiration Date: 4/1/23 Job Site Address: 24 Steven Drive city/state/zip: Yarmouth MA 02673 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. 8-3-2022 Signature: Date: Phone#: 510-260-8200 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: DocuSign Envelope ID:4099451A-5891-45FF-Al8A-2B2CC0606F58 SUNP WER6 Yarmouth Building Department 1146 Route 28 Mashpee MA 02649 Yarmouth Building Department RE: Residential Solar, 24 Steven Dr Yarmouth MA 02673 This letter serves as notice to the Yarmouth building department that NEC Solar will no longer be the contractor for the residential solar project located at 24 Steven Dr Yarmouth MA. Please be advised that SunPower Corporation Systems will resume construction once new permits are submitted and issued. Please void building permit#BLD22-007409. Thank you, Barry Kromer birti ''o t r' Barry Kromer SunPower Corporation Systems 50 Rockwell Rd I Newington CT 0611 Commonwealth of Massachusetts AIr Division of Occupational Licensure Board of Building Regulations and Standards C Gild tj lotl Si rvlsor CS-109877 s l ipires:08/14/2023 BENJAMINUBBARD 624 COUNTYATREET 1t TAUNTON MA',02780 4 it !,!• 1.��` 10.1.lh4t:1)' Commissioner daaa R. ifrnclsa, §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext.1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 24 Steven Drive Yarmouth MA 02673 Work Address Is to be disposed of oat the following location: 50 Rockwell Rd Newington CT 06111 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. e212- 8/6/2022 Si ature of Application Date Permit No. ATE ACORD CERTIFICATE OF LIABILITY INSURANCE D07/052022DrYYY) 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 Marsh Risk&Insurance Services PHO PHONE: FAX 1735 Technology Drive,Suite 790 (A/C.No.Extt: (A/C,No): San Jose,CA 95110 E-MAIL Attn:SanJose.CertRequest@marsh.com;F:212-948-4335 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# CN102680983-STND-GAW-22-23 INSURER A:Aspen Specialty Insurance Company 10717 INSURED INSURER B:Hartford Fire Insurance Company 19682 SunPower Corporation SunPower Corporation,Systems INSURER C: 1414 Harbour Way South,Suite 1901 INSURER D: Richmond,CA 94804 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003832593-77 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. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP W LIMITS LTR INSD VD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY CROOQF122 04/01/2022 04/01/2023 EACH OCCURRENCE $ 2,000,000 DAMAGE RETE CLAIMS-MADE X OCCUR PREMISESO(Ea occur ence) $ 1,000,000 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY PRO- X JECT LOC PRODUCTS-COMP/OPAGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS '.~ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY _(Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION 57 WV WQ0015 04/01/2022 04/01/2023 x PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 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:License Holder Michael Chionchio Evidence of insurance. CERTIFICATE HOLDER CANCELLATION Commonwealth of Massachusetts SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Division of Capital Asset Management THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN One Ashburton Place ACCORDANCE WITH THE POLICY PROVISIONS. Boston,MA 02108 AUTHORIZED REPRESENTATIVE weanals ,Beale&Taopu#ee Sewee4 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD `m C) C Ce m e N O N t W C = O m E 7 O '`in Nzr- 0 .2 g 0 7 I—• = O U a o c O 0 a) U) CDw a-=� m N 7 a- .y p mr I • V— �o.°° = ra ED� 7 co - o h 'tr &w 2 c m d CA Cn (I) l aa.' G tir b"4a `�4 ° O Q E 'C Q , 9 O` N (� a4 .� I 11 , 1 w_ o cn co .1 LL• O r C av 0L4 Z C a cw to U1 10 . t' _ '4 (, V;10i •,1y � i a .# . 1 .- O3c Q CV Ci t ;;; �I m▪ xS$ o LU Q 2 ,jIE.di g ; i 't I y',L tlit, CL m CO 4 1 ,, -i .; 2• co COm �. m O O 0 U 9 c P- O UN- E m 0 w a> U % 0 r� 2 N I >-o =c2 o = Z w e u)0, a r'`. .0- r; 0Q, 0 N`z- k, >• ..k1 0ct a< up i 2 ,,,, f 1 Q 1 0 D 0 W Q 0 WO. • 1 0,it'(:i t'J'',(0 5 o 0uz -�0 aco O=,- •c o W m 0) Z4U O - O SU -.7V r2Z ~ O LL2g Z Q-U LAGUNA Project: Kromer Residence CONSULTING ENGINEERS Location: W Yamouth,MA ' LAGUNA PACIFIC GROUP, INC. Calc. by: PE 28202 CABOT ROAD,SUITE 300 Date: 5/31/2022 LAGUNA NIGUEL,CA 92677 STRUCTURAL CERTIFICATION LETTER Digitally signed OF Mw_ by Eaymo Eskandanian Date: May 31,2022 .„4 G,y 202205.31 PAYMON v, 16:35:5207'00' ESKANDANIAN r" To: Sunpower Corporation STRUCTURAL y 1414 Harbour Way No.51866w7 South Richmond,CA 94804 �°.t`�F�i/STE,Y���/ Project: Kromer Residence �8�A'/ 4 24 Steven Dr W Yamouth,MA 02673 To Whom It May Concern: A structural evaluation of the existing roof structure to support a new roof-mounted Photovoltaic(PV)system and its attachment to the underlying structure was performed based on the Design Criteria noted below. The structural review only applies to the section of the roof that is directly supporting the solar PV system and its supporting elements. Contractor shall verify the framing sizes,spacings,and spans noted in the stamped plans and accompanying calculations and notify the Engineer of Record of any discrepancies prior to starting construction. DESIGN CRITERIA* Applicable Codes:Massachusetts State Building Code,Ninth Edition,2015 IBC/IRC,ASCE 7-10 Risk/Occupancy Category: II Roof Dead Load(s):8 psf,Comp Shingles(ROOF 1) Roof Live Load(s):20 psf, 0 psf Under PV Ground Snow Load:30 psf,Roof Snow Load:13 psf(ROOF 1) Basic Wind Speed:140 mph, Exposure Category:C DESCRIPTION OF EXISTING ROOF STRUCTURE' ROOF 1:2x6 Rafters @ 16"o.c.with a maximum unsupported horizontal span of 12'-6"and a slope of 45 degrees CONCLUSIONS: ROOF 1:Adequate to support the imposed loading-No structural upgrades required Max PV mount spacing-Landscape config:48",Portrait config:48", Pattern:Staggered(ROOF 1) Attachment to Framing: 1 -5/16"Lag Screw(s)w/2.5"min embed @ above spacing(ROOF 1) This review relies on the roof's structural system having been originally designed and constructed in accordance with the building code requirements and having been maintained to be in good condition.The design of racking,rails,panels and all other hardware is outside of the scope of this report.All components and waterproofing shall be installed per manufacturer specifications.Laguna Pacific Group assumes no responsibility for improper installation of solar PV panels,racking,or waterproofing. Please do not hesitate to contact me should you have any questions or comments. Sincerely, Paymon Eskandanian,SE,PE Laguna Consulting Engineers/Laguna Pacific Group Page 1 LAGUNA Project: Kromer Residence CONSULTING ENGINEERS Location: W Yamouth,MA r ' LAGUNA PACIFIC GROUP, INC. Calc. by: PE 28202 CABOT ROAD,SUITE 300 Date: 5/31/2022 LAGUNA NIGUEL,CA 92677 GRAVITY LOADS (ROOF 1) 1.NEW PV SYSTEM ITEM LOAD DEAD LOAD (N)PV SYSTEM DEAD LOAD, DLPv-N= 3 psf Note:PV System Weight Provided by Client/Manuf. ITEM LOAD ASCE Ch-3 Comp Shingles 4 psf Plywood Deck 2 psf 2.ROOF DEAD LOAD 2x6 Rafters @ 16"O.C. 1.73 psf Vaulted Ceiling 0 psf Miscellaneous 0.28 psf ROOF DEAD LOAD, DLRooF= 8 psf ITEM VALUE ASCECh-4 Roof Live Load, Lc= 20 psf Tributary Area Supported By Member,AT= <_200 sq.ft Tributary Area Reduction Factor, R1 = 1 3.ROOF LIVE LOAD Roof Slope= 12/12 (45 Deg.) Slope Reduction Factor,R2= 1.00 ROOF LIVE LOAD, LLRooF=Lo•R1•R2= 20 psf Note:Live Load Under PV Arrays=0 PSF. ITEM VALUE ASCE Ch-7 Ground Snow Load,pg= 30 psf Exposure Factor(Fully Exposed),Ce= 1 Table 7.3-1 Thermal Factor(Cold Roof),C1= 1 Table 7.3-1 Snow Importance Factor,Is= 1 Minimum Low-Slope Roof Snow Load,p s_mm= N/A psf Minimum Flat Roof Snow Load(AHJ),pf_min AHJ= N/A psf 4.ROOF SNOW LOAD Flat Roof Snow Load, pf=0.7CeCrlsPg+Pf_sur;Pf?Pf_min_AHJ -> Pt= 21.0 psf Eqn 7.3-1 Roof Slope= 12/12 (45 Deg.) Surface Type= All Other Surfaces Slope Factor,Cs= 0.63 ROOF SNOW LOAD,ps= Cs.Pf= 13.0 psf Eqn 7.4-1 Page 2 / "- LAGUNA Project: Kromer Residence L CONSULTING ENGINEERS C ,I' Location: W Yamouth,MA E :'' LAGUNA PACIFIC GROUP, INC. Calc.by: PE 28202 CABOT ROAD,SUITE 300 Date: 5/31/2022 LAGUNA NIGUEL,CA 92677 WIND LOADS (ROOF 1) Wind loads on standoffs and their attachment to the underlying structure are determined as per the requirements for Components and Cladding of Enclosed/Partially Enclosed Buildings(ASCE 7-10,Section 30.4). Risk Category = II Basic Wind Speed,V(ULT) = 140 mph Wind Directionality Factor,Kd = 0.85 Table 26.6-1 Exposure Category = C Topographic Factor,KZ1 = 1.0 Table 26.8-1 Mean Roof Height,h = 25 ft(Max) Velocity Pressure Exposure Coefficient,Kh = 0.95 Table 27.3-1 Velocity Pressure,qh=0.00256KhK„KdV` = 40.35 psf(ULT) Eqn 27.3-1 gh_ASD=0.6 x qh_ULT = 24.21 psf Roof Type = Gabled Roof Slope = 45 Degrees Effective Wind Area,Aeff = 21 ft2 Design Wind Pressures(ASD),PUPLIFT(ASD) = gh(AID)•(GCP) and pASD_MlN=10 psf in Either Direction. Standoff Net Uplift Forces,Pupllft(ASD)(lbs) = PWIND AID x Atrib-0.6PDL(See Table Below) PRESSURES UPLIFT DOWNWARD Panel Configuration PORTRAIT LANDSCAPE ALL ZONE ZONE 1 ZONE 2 ZONE 3 ZONE 1 ZONE 2 ZONE 3 (Interior) (Edge) (Corner) (Interior (Edge) (Corner) ALL ZONES GC, -0.94 -1.14 -1.14 -0.94 -1.14 -1.14 0.87 Design Wind Pressures(ASD), -22.7 -27.5 -27.5 -22.7 -27.5 -27.5 +21.0 PUPLIFT(ASD) (psf) 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,ATr;b(ft) 12.28 12.28 8.19 6.77 6.77 4.51 12.28 3 LdIIUUI I!vet upuuit rumeD, -316 -211 -141 -174 -116 280 Puplift(ASD)(Ibs) -256 ROOF ATTACHMENT CHECKS Max Standoff Uplift= 316 lbs Mount Allowable Uplift= 450 lbs(Per Manuf.) Standoff Demand/Capacity Ratio,DCR= 70% <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 Per Inch,W= 246 lb/in Wind Load Duration Factor,LDF= 1.6 Additional Factor of Safety,F.S= 1.5 Fastener Croup Avowable Pullout capacity, TALL=(N x W x T x LDF=1.6)/(F.S=1.5)= 656 lbs Fastener Demand/Capacity Ratio,DCR= 48% <1000/0, Therefore O.K. Page 3 LAGUNA Project: Kromer Residence -'':' CONSULTING ENGINEERS Location: W Yamouth,MA • ••' LAGUNA PACIFIC GROUP, INC. Calc.by: PE 28202 CABOT ROAD,SUITE 300 Date: 5/31/2022 LAGUNA NIGUEL,CA 92677 MEMBER CHECKS (ROOF 11 PASS 1.(E)WOOD ROOF CONSTRUCTION: ROOF SLOPE = 45* FRAMING TYPE = Rafters WOOD SPECIES&GRADE = DF#2 RAFTER OR TRUSS TOP CHORD SIZE = 2x6 (5=7.56 inA3 ; I =20.79 inA4) RAFTER OR TRUSS SPACING = 16"o.c. MEMBER HORIZONTAL SPAN,L = 12'-6" 2.MEMBER LOADING: UNIFORM LOAD U.L.PROJECTION MEMBER DESIGN LOAD TYPE (PSF) OVER HORIZ.SPAN(PSF) LOAD(PLF) ROOF DEAD LOAD 8.0 11.3 15.1 PV DEAD LOAD 3.0 4.2 5.7 ROOF LIVE LOAD* 0.0 0.0 0.0 ROOF SNOW LOAD 13.0 13.0 17.3 *RLL=0 PSF UNDER PV GOVERNING LOAD CASE = DL+PV+SI TOTAL LOAD,WTL = 38 plf 3.BENDING CHECKS: REFERENCE DESIGN BENDING STRESS,Fb = 900 psi LOAD DURATION FACTOR,Cd = 1.15 SIZE FACTOR,CF = 1.30 REPETITIVE MEMBER FACTOR,C, = 1.15 ALLOWABLE BENDING STRESS,F'b=Fb x Cd X Cf x Cr = 1,547 psi MEMBER BENDING STRESS,tb=M",ax/S = 1,180 psi BENDING DEMAND-CAPACITY RATIO=tb/F'b = 76% <100% BENDING O.K. 4.SHEAR CHECKS: REFERENCE DESIGN SHEAR STRESS,F, = 180 psi LOAD DURATION FACTOR,Cd = 1.15 ALLOWABLE SHEAR STRESS,F' =F„x Cd = 207 psi MAX SHEAR,V,,,ax=Wn.L/2 = 238 lbs MEMBER AREA,A = 8.25 In z MEMBER SHEAR STRESS,f =Vmax/A = 28.8 psi SHEAR DEMAND-CAPACITY RATIO=f„/F'„ = 14% <100% SHEAR O.K. 5.DEFLECTION CHECKS: ALLOWABLE DEFLECTION(TOTAL LOAD),HALL-Ti. = (L/180) E= 1,600,000 psi = 0.833 in SPAN TYPE= Simple Span MAX DEFLECTION(TOTAL LOAD),AMAX-TL = 5 WLA4/384EI 0.629 in (L/239) 4MAX-TL < 4ALL41 TOTAL LOAD DEFLECTION O.K. ALLOWABLE DEFLECTION(LIVE/SNOW),AALL-LL/sL = (L/240) = 0.625 in MAX DEFLECTION(LIVE/SNOW LOAD),4MAx_LL/sL = 5 WLA4/384EI 0.286 in (1./524) .MAX-LL < 111111.11 LIVE LOAD DEFLECTION O.K. Page 4 0 0 0 E r 0)..',./ o/ ` // . I CD CT { D 4.',:..,:7, 1 W''''''`,-.. _ , PI, " . y o i:l'.7 #0 -,r'1' `� co Rk. cP'' \ '1-' i ' -' as .�. .... ' 0eo- -I ` 'vyw7 ¢ • I . y . n J v, N 73 K slu �, 0 0 o D o `� D -' rpcp z o O 3 N 3 m 3 0 O m N oo v, N 3 o r N (� pp K rD m N 0 0 oNJ ,0 NJ �^ o O V1 V I V 0 C N 0 W n o rD -, rn o 3 -a 0 0 Cn C o v, C m Z = � o� � 0-a � 17 o r� w obi � i1i 7 N III m « C N O z<Caila O O m iiLn O 0 p D CD 0 c m • QQ V 7 cz C � CD O (D N O m -) c rD 73 O CD m 3 73 D OV v p to " ; 0 N • —11 r 7 a T 0 • -+, 0 0 w -0 z O O C Cl N N - B C O C O N N • N r� O in N p O v N CD n ca 3 3 o -CA o CD 713 • co CD n VI rn ° m 0 OD rn 0 o z vi mrn_ m 10 ilIl w o m g O NIII O NJ NJ M m (� 0 N Ul D oo Cn m vv 0 U7 H _. la n -< T1 v N 0 m 0 O* C aN rtrD N.) 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(510)540-05s0 " W SOLAR INDIVIDUAL PERMIT PACKAGE $ ELEVATION VIEW ;..419�p no=T �p nS% °o a1{1 gjOc inn m � �K�i ap z °i• D v a c �n m _ w r- v= D - VA, mmn o 2 IA -I2 00 I I I I I N A' m0 NT - CO CO m 1-4 A70D f N k N -1 T Z A T m ma O W. r&--4.4--i0 ^; 3 14 M , A rg_*---_-*sue----4- o -) t�i--4 -..lit.. N w "I ...11=-14-=ill m o _.__..♦V V 3 N 1 4--ii4--i c - ulgp 1t--ir4--ice Fs m I, g N D. *- m—4s4--* Z 0--444--4:4 — 21 c a PA,i 1�..._..-�I a Z m ram►--++�+�i� 0 0 V) M vu) ,I i --_ O m Z III' a m -'.'.—.` m ,-Vt.Mm. 0 .1i m t__19l*__i' m T M N I 0 O m p z . ,my p }__ ;y__ P G1p ? m 2a It-t ---4IAH--MI- i- O D PPP " -*Apt n 777 4--;# --lit- x 03 2,11 0--40—+ Z i ism V)XD ♦ • n m a "G z^ I 26•' I I v u I T G ', 11 p n H m 3 al GS 0> MICROIMJENIER E%CUISWN ZONE I- -1 3 T r um y g BARRY KROMER/BARRY L KROMER ¢a m a 5.88 kW GRID-TIED PHOTOVOLTAIC SYSTEM y i3 9 load �OMMONi1, SUN POW E R' pq 24 STEVEN DR s ° ? O f 13 z 03 A 0 2 j = CORPORATION, SYSTEMS £H $ S m m --, +i v 3 TO 1414 HARBOUR WAY SOUTH N W YARMOUTH MA 02673 Z 1 m m a . o 00 s` o,cD0 RICHMOND,CA 94804 eP '/ OOp `9, p5Z (510)540 0550 " 3 F z SOLAR INDIVIDUAL PERMIT PACKAGE -<Z A) f`\ Fq Sl aS�a� STRUCTURAL INFORMATION 0 2 8 AND MOUNTING DETAILS m .. ®®1>®D>D®�D um .J Elie .gym ama ��VVT Ds ns `errs a Y o " i' a o ' a og. o NIiii 1 1 ! 1 1 1 i a a o 1 Q�p C < ^ i O pp 'al a Pll e�Vi R ; m 3 ^ a 2 m 4 — — p0 ^'^N2 a i o o"� t o = Ape c O ill Pj. ti P ^ 2 g 2 Q L F 1 s x 1 v I —1 [ m0000 Q a — 0 i i 0 g o a 0 p> i2 m4R4R4 s F £ £ m & E 2 oN o IA PI IF — -I s -z 11 i 1jIL . — e000 � a • p o �_ �® 0 s mpam �a II _ P. M -P Dy.. .. Z1 w po 004H A ^ n Via' P I ^ r m q 2A0 's S fl Sod M _ ^ ii mo. ., m N 1 CI 1: H45? g ag �ompci i^ inn ia�7oxg�o 6a1 ^pm ^'» g Xom..'' Bm ,.,",7 o "so,i�ny=gip >' finp� 8�=za; i� G nc'scpoS mg=m^'i�^m" -"�oN a As r ni£=5� i=N_ a,^Fo7 m om NmomaP I oamili5 isO:o951 o oN� 3 �°Sgo=/p oFgksm o= I $o os10 OO k'c'n U. pzmE I m £='^aa =o N�m; y '4„ 4i p-- _/g o aeaaa< W 0 8�� o _�j o I P m�� _ 00 $ n 2RY4 pR_o pm-. m _ _ °v o �� `o ma N al ♦o cNig ^o __ mm I ie I= <p poop a �r E. i ��_ 'i ce 4 �I�q r� o cn0;7, =• o `� I " FA 1E, I P m — �z n MEM a N o g Q m cx 3 E I- - � J _n� Qom 5 e 0 BARRY KROMER/BARRY L KROMER 5.88 kW GRID-TIED PHOTOVOLTAIC SYSTEM S U N P OW E R° 73 R n st � €m 24 STEVEN DR CORPORATION, SYSTEMS m 6 o RI WYARMOUTH MA 02673 I4 MA RBOU0.WAY 90 UTN CNMONU,CA 94804 0 9 a' (slol s4 o-osso SOLAR INDIVIDUAL PERMIT PACKAGE ELECTRICAL SINGLE-LINE DIAGRAM R R &SPECIFICATIONS ! » eS ) q ( FddH U'.. 1 ; gEf ; | , , , £ g2 ! # ; \ \ 2 \ / j \ \ ) \ \ / } § CO§ � \ \ \ _ ` � � / 1022 \ \ _ m ! (a � \ \ � k / \ \ � k R ; / m `o o ) § fk• ; m ; mf / & 2 \ 7 2 § 2m g41 S2 %ƒ 2kk ) k2k )-V> rd / 2 % / \ \ §/ { 2222 ( ■ ! / § q § - 222« ue22 § ; § @ ° O N>FflEC ; gm , a ( ; 22mm )) / � r � MI. $ ) � § a2 § ; « � 24 / 02 r71, R § . oi' E : - § ° qq 5 z , , . § 7 ( q i 3 Ft j � m , } p , k 2i7ml ; 2f ; 3 12 d66 > > < A | > M oo 2 ( : 3666 cu ) ( \ � 2 � ! ! § | | s m¥mo�s m¥Emo m kW GRID-TIED PHOTOVOLTAIC SYSTEM 5 U NPOWER 2 &` |_ < [ |§ w��DRCORPORATION, SY� � ! 7 'rn / ®� >®ma "��/� aOOR A" . ` , ! " . 1 , 400550 " � ] ! SOLAR INDIVIDUAL PER MIT PACKAGE ; . ELECTRICAL CALCULATION . ` ' |!)&B E .- fi i ! 4/ ® > G I ��}j� in\ j 0 \ x. -*.* \ \ q \ ^ § § \Qao 9, § ` LA m / § ' 2°32$ ,§ _ E - 7» 111 nv FA -I n \} § 2 / ® i k 0,1§ 4m- v ) i \\ { ) 5 . ; k §! e/ G \\ ƒ/\ rAA / � F, q 5 \ § § z' IM' s 2 , f ! ) - E§ ; ; | §\ n ! ;§ z 2\ , k § §I `\ ) \ § § / = # • v ,; \ § !T z c \§ ( j § }O \ \ , 4§ ® / Vi .. ® k )j ` 2 # : I 3-11 , . 7, 9$§2k NPA ! k§ / gl,) 111 .; )!)® ( § §(§ ` § ;§i% { �� g(i§ \ PA P )q k \ 2 \ \; ) ( I � ! o »'' §; ;k �ki)§ HE )\ ; j )jt \22 ° ' C/ ` ; ) �q (\ ]m § 5 ) ! }T Fa ` §q§ ] /\\ ;» i°1 p $ ) W ." 1 s RRYmo 9mYLmo m . 1 ; ,a kW GRID-TIED PHOTOVOLTAIC SYSTEM S UN POWER t !2 aSTE STEVEN DR CORPORATION, SYSTEMS m , } , . \ ®_ >m_» ` HARBOUR WAY.4 CO ! ; | 2 ! w § I SOLAR INDIVIDUALPER MIT PACKAGE § I ELECTRICAL DATA&SPECIFI amNS I (! o Y w 14 f ;. KO , m c '',E t I0 e _ J- Ui:UI n i 9 O m A' 9 s 7 o r Fa ! flE g i 1i uAi N I I III} f1 0 0 1 3 x 52 ii I/1 ith I i 1 II 4 n g to OL SOL SOL O 0 O 3L 4 i- a o ` ..i 0 ErCm11%, I' i i D� c 3x v) 73 n c 0 p E DDO= 0 O cn 0� 0 < c ' m rlizOni m m z<pD-IO m ( 0 "— 2 nD m mmunm, O.mO m D T 2 -0 7 -mnnXp c> � —I 1— 0 0 0 E v, ....ii cn II21—I c ° _ o IP_Ililibia A G) 0 z . . g o y g P BARRY KROMER/BARRY L KROMER 91 5.88 kW GRID-TIED PHOTOVOLTAIC SYSTEM S U N P O W E R* :: � . 24 STEVEN DR CORPORATION, SYSTEMS m );,. W YARMOUTH MA 02673 Isla HARBOUR WAY SOUTH .A a^, m RICHMONO,CA 94804 (510)540-0550 y SOLAR INDIVIDUAL PERMIT PACKAGE 8 ',Silo I 1_ Ili .f vgb r/L -'. . O O i -i1 '' " -,' p; 0.•4 Y- 4 0 I A till J A ol l'?W N I-` coZ 3 N q p0 C IIIIIIIIII 2 S ° Z a n ti o RI r Z a a GI3 m Ef31— s ' BARRY KROMER/BARRY L KROMER 1 = 5.88 kW GRID-TIED PHOTOVOLTAIC SYSTEM S U N P OW E R® = 2 n >L m ➢N 24 STEVEN DR CORPORATION, SYSTEMS 11 n� W YARMOUTH MA 1414 HARBOUR WAY SOUTH . B p RICMMOND,CA 94804 (}� E N (510)540-0550 " W Ep) SOLAR INDIVIDUAL PERMIT PACKAGE 2 BRANCH DIAGRAM 0 ° T m -0'" D Q D S o I v, 3 n c ' f. o 0 m o m 3 c x m..•. D_ -0 m a ram-. ry N 7 p, 57...m... C O N C to O 6 m N,... N '' Q N O o, w O N v 3 a N m v j O t v v c 3 m 3 s c Pi. o CTO v $ < 'a m m Q Q 7 _ POo .s g o� T IIU y rgo ', 5 * rD in 0 2 6.37 in D m —1 _2 0 n COC ,m 7 2S-m a. year Energy Yield per Warr v 31 [161.7 mm] n * m t0 w K. G tn 0- O� O , . e v O N 2 N 04 m m O O m (D m Q tD 3 O. j G O V1 p yi tJ+ COC O o 0Q C 3 Cr g a .min, 4 ry 3 S. < O '5 :, 3 g, o A ,�, a m 3 < -o m . 5 a N W < m G O D 5 3 1 rn ra > > m °i' o Ti: r'1 0=0 s o c n = * o r * Q , ko n O m 9- p N a 7 -O 9 O O _ -O 3 - m m —. O o a o o D m m a 3 °�° a o v m v+ N S a m ,, C a n rn In , m G 11 m !^ ' 'o 3.-0 m m 3 6.54 in a a, co c V' O O O [166 mm] <. O j 7 C m m a Ox C a D a 3 m ' -D' DO C a 4 v maG 7C Z ,, NN m N S ,�+ Q L ® ! 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