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BLD-23-005937
r1/1/ok7/02-3 ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department of r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 A.4' .. i�E'n 1 Massachusetts State Building Code,780 CMR Building Permit Application To Construct,Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: es L) -01.3 - On,5-ci,37 Date Applied: , 1/#1e)r B, A•t /ii?a--- 1`""47- ., Belting Offici (Print Name) • Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?yes ire noMap Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R E C E I V E D Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) APR 2 2023 Front Yard Side Yards Rear Ya)d BUILDING DE ARTMENT Required I Provided Required Provided Required dytovide _,--._—_ _ 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public CI Private 0 Zone: _ Outside Flood Zone? Municipal El On site disposal system CICheck if yes�� SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: c5T-, NiNi GC.-1‹.(-inv..) VY . lar- r,� Oa,WAA- -G (fl3 Name(Print) City,State,Z Q 5 G\e--c,1/4., U ek fi (�,��t-(� Il Ini(a'3 71.Q Gsy ev-NC ci .cc" . No.and Street Telephone Email Aagfess SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 I Repairs(s) 0 Alteration(s) 0 I Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other pecify: O L _ Brief Description of Proposed Work2: ® O SECTION 4:ESTIMATED CONSTRUCTION COSTS. . Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. Building Permit Fee:$/-) ,Indicate how fee is determined: 2.Electrical $ 0 Standard City/Town Application Fee ❑Total Project Cost3(Item 6)x multiplier _ . x 3.Plumbing $ 2. Other Fees: $ n �1 4.Mechanical (HVAC) $ List: i 4-A �� %o 5.Mechanical (Fire '$ Suppression) Total All Fees:$ Check No. Check Amount Cash Amount: 6.Total Project Cost: $ 9 5-7 ❑Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES G 5.1 Construction jS^upervisoor/License(CSL) Q`� .., I I Co ,3c4 a g J,(2s_ Cihr,SHolder f ec 1 V( V1\ \t� License Number Expiration Date Name of CSL y j G s a + ` List CSL Type(see below) I) 0 '�i'-y� v No.and Street Description s41��+ hl\ q, 1100Unres l (Buildings up toel 35,ing cu.ft) City/Town,State, / M Restrictedry1&2 Family Dwelling Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances 6°1*to94 (-oc�$ii Ckahrv.`nQrry 'etl?rockiC.an 1 Insulation Telephone Email atitiress D Demolition 5.2 Registered Home Improvement Contractor(HI�r �— f 3 a 5 6--en e�-c� cN, C-�ncc3 HIC Company Name or C Registrant Name HIC1Registration Number Expiration Date )cam r d2 €nc.e i)t , Se e t /0 Qdrn►nQrn, er>ern.-h<r Na.and Street Enit address City/T 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 . A'' ❑ No 0 SECUON 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf,in all matters relative to work authorized by this building permit application. 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. LDLi Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. 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.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/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" §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext4261 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 E`ex-. l . Work Address Is to be disposed of oat the following location: I 0c, Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. ' Signature of Application Date Permit No. % U E . ® a Cu) $ & 7.2 C m N §§ƒ§ ■ , a$y22 ▪ ■ am-c a C g a 2 ee c q o k . %/ §)■� ■ Z 2 Rye )c0c 0 kck � wo� RW �� E� \ k o .• g<e \\! « 0 0 0 W 0jK0( CO b E2 § 2 t� h m o �2%�f � c O ! C « � �aS E 01^ 2 x a 2 \ t % t > > O = 0) a k 0 0 § / W o k k�� 93 k x� k A _Ig 0 kk §IrO $x 2222Z0 zm /` f we % klak Z 2§ a$ >w >7 w k3 $ rn � U >c k§ 3 §-I-2 ■82 § �3 § §/k} §� � a }§ § �{ $ OwoO § 2-q$ §/§1 Commonwealth of . .._ , 6, Division of Occupational I Board of Building !R ulations and rt , __ Cans city ' or CS-116232 � - Etpires: 0310812025 CHRISTOPH J A ; 485 CENTER T , DENNIS PO; 4',; -- s. . ` 1 Commissioner �. K Construction U -IlliAtthwsofany 1 f - _ x . 5 The Comm n {of h Deportment of IndustrielAeddente H S' 13i,=� 1 ,5'rrile 1N t. - ..._ Boston,MAO2u4-aei7 - , W+ Compensation Insurance Affidavit: ToBE tTHE p��GAllnrognY . Name(Bus sia , o il avidua}: MY Generation Energy L�1 �,j,�, Address: 100 Independence Dr,Stye 10 • City/State/zip: Hyannis,MA 02601 Phone#: 508-694 Aram an employer?Med(the appropriate hem Liram a employer wph employees(full - . T °f 1 (required): 2. Iamasob:pmlai � 7.[Jii construction �enthuse no employees woddoB formeia III Remodeling any capacity.Rio workers'comp. g 3JIama homeowner doing 5y.myselE[No 9 .. `�01 w,��dwiulehicmB sto tau oamypm c Iwill [0 a Building addition rmaflamethatall c or axe sale ■ employees. �� Elet trepans or additions 51..�,1 F anta general bactor and Flavehired the 1`"l.J�repairs or additions Thsesub-contractoeshave onam odsheat employes and I3. 00frepairs • �t�►e are a corposetia®t audits officers hive of exemption p�gq�g . 14. er Solar Panels 1S2.lt(4),and whose noeapioyees.[No waken'camp.in a ,l oAny applicant that checks boi#1 must also fill out the soedan below showingt their workout'tFlesaeovmeaswhcsnbimitthjsaffidavit• - 1? 9 . t He moeas that check this boxaimiw ng the then hire outside c a a new a�avitindicating such. :i• If the sheet showingthoosmeofthe s and state wh or those amtieshave have-, must l their ' P�ynumber. . am an employer that i s p s workers1 compensatkas btwawteef my Below is the policy madjab siteInsurance Company Name: Hui)International New England LLC Policy#or Self-ins.Lic.#: WC231S605824032 Expitatiarl Date: 12111/2023 aoU pm Amass& S G 1.4.0,-� 11 Cj p A(c m�, I\,_ . _q O i _ !3 Attach a copy of the workers' VLF --.s. 1 �'TY� rV Vt `P aihni policy decimalise page(showing the pdk9 and espindion date). Failure to secure coverage as and/or one-year imprisonment,�under AEQL c�.152,§25A�a vio]��e tiY$�up to31,S�.flO day as well ast pt in the form afe STOP WOEX ORDER and a fate aft*to$250.00a veraainst verification. lator.A copy of� abbe to the Office off ofteDIA for insurance Id*hereby care under the pains and - ------ever--- --- ---- ------- ---------- lmdom, provided above!a&wat+d correct: ----- ?haws#: 6CM- L9Li - R R Official use meg Do not write bs dilaa to be completed by dap or town e fidaL ` City or Town: Permit/License# Issuing Authority(circle one): 1.Board ofHealth 2.Banding D ent 3.Clty/Town Clerk 4.Mei:Meal Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#k _____._ MYGENER-01 JCZURA q,CpRQ- DATE(MM/DDA YYY) CERTIFICATE OF LIABILITY INSURANCE 1/30/2023 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 License#1780862 CONTACT NAME: HUB International New England PHONE 781 792-3200 FAX 781 792-3400 600 Longwater Drive E-MAIL No,Ext):( ) (A/c,No):( ) Norwell,MA 02061-9146 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Specialty Underwriters Ins Co 13037 INSURED INSURER B:Safety Indemnity Insurance Company 33618 My Generation Energy,Inc.and Luminous Solar,LLC INSURER C: 100 Independence Dr,Suite 10 INSURER D: Hyannis,MA 02601 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DD/YYYYI (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X X CSU0181866 1/21/2023 1/21/2024 pREMl3 s(Ea ogurrence) $ 100,000 MED EXP(Any one person) $ 0 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY (EOMBINEDacciden SINGLE LIMIT $ 1,000,000 ANY AUTO COM 5926787 9/21/2022 9/21/2023 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X AUT S ONLY Perr acEcidentDAMAGE A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE CSU0181868 1/21/2023 1/21/2024 AGGREGATE $ 2,000,000 DED X RETENTION$ 0 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYA PROPRIETOR/PARTNER/EXECUTIVEgg E.L.EACH ACCIDENT $ (Mandatory n NH)EXCLUDED? N/A E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 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) Workers compensation certificate to be provided separately from carrier. Certificate holder is included as additional insured with respect to the general liability,when required by written contract.Blanket waiver of subrogation in favor of additional insured with respect to the general liability,when required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Yarmouth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1146 MA-28 South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • MyGeneatiEnergy i 100 Independence olive Suite 10 i l anni5 MA 0260i f'��. Project Specifications Date:4/10/2023 Contractor:My Generation Energy,Inc. Owner Ron Wackrow Email Rw6387@gmail.com Phone 917.379.5465 Project Location 5 Glenwood St.W.Yarmouth, MA 02673 Mailing Address Same as above Project Description Design,installation and all labor and materials required for a roof-mounted,grid- interconnected solar photovoltaic electricity generating system with 12.150kW(DC STC)rated capacity.Contractor shall secure all necessary permits. Scope of Work My Generation Energy proposes to furnish a turnkey system including design services,project management, recommendations,installation,labor,and materials in accordance with the plans,specifications and requirements as approved by the owner. Modules REC 405-watt solar panels(30 each)— Inverters Enphase IQ8+or equivalent(30 25-year limited warranty each)—25-year limited warranty Monitoring Enphase Energy Monitoring Unit and lifetime subscription to Enlighten internet-based monitoring service. Schedule 9/2023 Estimated Order Payment Date 9/2023 Estimated Installation Start Date(installation date will be adjusted based on the date the contract and deposit are received by My Generation Energy,Inc.) 10/2023 Estimated completion date System Price $49,257 Payment Terms $3,000 Deposit due upon execution of this contract $24,628 Due at the time materials are ordered by Contractor (Order payment must be received 2 weeks prior to installation in order to confirm installation date) $21,629 Due upon completion(interconnection to local utility and commencement of power generation). System Add-on The above pricing includes the installation of critter Guard. This system will participate in the REC program. THIS CONTRACT is made as of the date specified above by and between Owner and Contractor for goods and services to be provided to Owner in connection with the Project identified above. Price stated above is valid for 10 days. In consideration of the mutual covenants and obligations contained in this Contract,Owner and Contractor agree as follows: 1 This Agreement has been executed as of the day and year set forth on the cover page by the Owner and a duly authorized representative of the Contractor. Do NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES MY GENERATION ENERGY,INC. OW Signature nature 5 �ar/ /1_ /2c,i fn o Print Name Print Name lilt/W2-3 5/4/2-'5 Date Date • THIS CONTRACT 15 TO BE EXECUTED IN DUPLICATE COPIES You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof,provided you notify the seller in writing at his main office or branch by ordinary mail posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. 5 =V EV projects@evengineersnet.com 276-220-0064 �► ENGINEERS http://www.evengineersnet.com 4/19/2023 RE:Structural Certification for Installation of Residential Solar RONALD WACKROW:5 GLENWOOD ST,WEST YARMOUTH,MA 02673 Attn:To Whom It May Concern This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Asphalt Shingle roofing over roof plywood supported by 2X6 Rafters at 16 inches.The slope of the roof was approximated to be 23 and 28 degrees. After review and based on our structural capacity calculation,the existing roof framing has been determined to be adequate to support the imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install.Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2015 IRC(ASCE 7-10)-CMR 780 9th Ed Risk category II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 142 mph PV Dead Load DPV 3 psf Exposure B Roof Live Load Lr 20 psf Ground Snow S 30 psf If you have any questions on the above,please do not hesitate to call. STRUCT C , ONL Sincerely, o�y�0vjH oFMgss4c� VINCENT N Vincent Mwumvaneza,P.E. MWUMVANEZA CIVIL EV Engineering, LLC ,. projects@evengineersnet.com http://www.evengineersnet.com • oNto.0)� 1/1 01111111- EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Structural Letter for PV Installation 4/19/2023 Job Address: Job Name: Job Number: Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing.All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet 1 Cover 2 Attachment checks 3 Snow and Roof Framing Check 4 Seismic Check and Scope of work Engineering Calculations Summary Code Risk category II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Lr 20 psf Ground Snow S 30 psf Wind Load (component and Cladding) V mph Exposure B References NDS for Wood Construction STRUCT C . ONl. 1�4i# �FMgss9 �� VINCENT °o, Sincerely, c MWUMVANEZA CIVIL Vincent Mwumvaneza,P.E. N EV Engineering,LLC p oN eG`4t, projects@evengineersnet.com http://www.evengineersnet.com 1/1 - EV projects@evengineersnet.com 276-220-0064 mom ENGINEERS http://www.evengineersnet.com Wind Load Cont. Risk Category= II ASCE 7-10 Table 1.5-1 Wind Speed(3s gust),V= Mal mph ASCE 7-10 Figure 26.5-1A Roughness= B ASCE 7-10 Sec 26.7.2 Exposure= ASCE 7-10 Sec 26.7.3 Topographic Factor,K-= 1.00 ASCE 7-10 Sec 26.8.2 Pitch=all Degrees Adjustment Factor,A= 1 ASCE 7-10 Figure 30.5-1 a= 5.80 ft ASCE 7-10 Figure 30.5-1 Where a:10%of least horizontal dimension or 0.4h,whichever is smaller,but not less than 4%of least horizontal dimension or 3ft(0.9m) Uplift(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= -30.2 -42.5 -67.0 Figure 30.5-1 Pnet=0.6 x A x KZT x Pnet30)= 18.10 25.50 40.19 Equation 30.5-1 Downpressure(0.6W) Zone 1(psf) Zone 2(psf) Zone 3(psf) Pnet30= 16.2 16.2 16.2 Figure 30.5-1 Pnet=0.6 x X x KZT x Pnet30)= 9.70 9.70 9.70 Equation 30.5-1 Rafter Attachments:0.6D+0.6W(CD=1.6) Connection Check Attachment max.spacing= ft = 205 lbs/in Lag Screw Penetration 2.5 in Allowable Capacity= 512.5 0.6D+0.6W Dpv+0.6W Zone Trib Width Area(ft) Uplift(Ibs) Down(Ibs) 1 4 11.0 179.3 139.7 2 4 11.0 260.7 139.7 3 3 8.3 316.8 104.8 Max= 316.8 < 512.5 1.Pv seismic dead weight is negligible to result in significant seismic uplift,therefore the wind uplift governs 2.Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 1/1 . '- EV projects@evengineersnet.com 276-220-0064 Imu ENGINEERS http://www.evengineersnet.com Vertical Load Resisting System Design Roof Framing _ Pg= 30 psf ASCE 7-10,Section 7.2 Pt= 21 psf Ce= 0.9 ASCE 7-10,Table 7-2 pf,r,i,,,= 25.0 psf Ct= 1.1 ASCE 7-10,Table 7-3 ps= 25 psf 26.1 plf Is= 1.0 ASCE 7-10,Table 1.5-1 CS 0.783 Max Length,L= 9.0 ft Tributary Width,WT= 16 in Dr= 10 psf 13.33 plf PvDL= 3 psf 4 plf Load Case:DL+0.6W Pnet+PP„cos(8)+PDL= 30.3 plf Max Moment, M„= 231 lb-ft Conservatively Pv max Shear 139.7 lbs Max Shear,V„=wL/2+Pv Point Load= 218 lbs Load Case:DL+0.7510.6W+S11 0.75(Pnet+Ps)+PP„cos(8)+PoL= 46 plf Mdown= 353 lb-ft Mallowable=Sx x Fb'(wind)= 1147 lb-ft > 353 lb-ft OK Load Case:DL+S Ps+PP„cos(8)+PDL= 43 plf Mdown= 329 lb-ft Mallowable=Sx x Fb' (wind)= 824 lb-ft > 329 lb-ft OK Max Shear,Vu=wL/2+Pv Point Load= 218 lbs Member Capacity Design Value CL CF C; Cr Adjusted Value Fb= 875 psi 1.0 1.3 1.0 1138 psi F„= 135 psi N/A N/A 1.0 N/A 135 psi E= 1400000 psi N/A N/A 1.0 N/A 1400000 psi Depth,d= 5.5 in Width,b= 1.5 in Cross-Sectonal Area,A= 8.25 in2 Moment of Inertia, I4 ,�= 20.7969 in Section Modulus,S,0,= 7.5625 in3 Allowable Moment, Mau=Fe S,a= 716.9 lb-ft DCR=M„/Mali= 0.40 <1 Allowable Shear,Vail=2/3F,;A= 742.5 lb DCR=V„/Va11= 0.29 <1 1/1 =T EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 10 psf %or Roof with Pv 63% Dpv and Racking 3 psf Averarage Total Dead Load 11.9 psf Increase in Dead Load 7.5% The increase in seismic Dead weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on information in pictures and a drawing set titled PV plans- RONALD WACKROW.The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. 1/1 S Z JS =**c_i zozzmmzzz� .««<T« y mTmDma7D p; 8 >pow AQO) l'm> coObJybNAWN;bm m$z ---. Cl)mmm <Tm 0 CDDoZWoo-uZZZ mmDm >c , . ,z mm < .40m Z1 AOIZZg ib ATm> 0m ) mC ..00Z om A m.O. 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