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HomeMy WebLinkAboutBuilding Permit #518-16 - 934 SALEM STREET 10/28/2015/rw& iva-r�Q�ww�D Permit No#: `)14 - BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received t C D Date Issued: 116 IWORTANT: Applicant must comblete all items on this naize LOCATION C13 s-4 �'t Print PROPERTY OWNER tin► i t ( i am (,f &L 4 -Q4? - Print 100 Year Structure yes /no MAP PARCEL: 1 7 ZONING DISTRICT: Historic District yes � no Machine Shop Village yes. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ep71"N. el pin �� Wetlands= i ate shed Dist `ctP; ty DESCRIPTION OF WORK TO BE PERFORMED: h sI&I I 3 ) bolay rands =16 -ed oA 2 • SS 14W cmc V-bCy C o �- Jt Yr<.�'roa 4U\wit_ -�e �L .�cnnner cg .(N -. k -A 616Ae c 0 Identification - Please Type or Print Clearly OWNER: Name: w;J J ; cLw) (y -db yep Phone: q-1 8.6'93- lei fog Address: q Fc{ cSn ltnn a Contractor Name: 6k&rCj Phone: Sr. k Email: Address: ca0b eesea In D 'va- W, Mat 01 Q al Supervisor's Construction License:I pl (0 VJ Exp.. Date: Ql l3%! !o Home Improvement License:_ I & e 512 Exp. Date: 3 1 !? ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE; BULDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $925.00 PER S.F• Total Project Cost: $ ,� A) FEE: $ Check No.:JJ% N2q Receipt No.:� �? NOTE: Persons contracting with unregistered contractors do not have accesta-�uaranty fund 11 _6 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits -u Building Permit Application Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses 16 Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit 4� Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 2012 IECC Energy code Engineering Affidavits for Engineered products TOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Building Permit Revised 2014 Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF m U FOkm PLANNING & DEVELOPMENT Reviewed On Signature, COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH,- Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments r Conservation Decision: Comments Water & Sewer Connection/Signature & Date Driveway Permit ]DPW Town Engineer: Signature: Located 384 Osgood Street 11'UJUCIMM dt IZ- IV1'd II. IGJII_CCl 4 '.� of t} '✓ �,.. }� y2 qg G� 4� �+ �1;^+}�' ,�.. �1;.` Fire Department sig�nn �re/date � X �M. -" w�.:`.b_r,a_...1 t i l �'.ir � (�. %Y Q J v ar�iF a �: ; �� ,�h, - ��.t ice' �Sf4'�rs,�•.�s-vs�. 'C_ E' ?,.' `�i.. .xs" r r •�`, ;� :�T .'�"-�� �".L,�'�e,F..I°XLfS`,y...��Hs.a.t�,.:1�..ttia-.i+s,S.�.��. Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine mnTFS and DATA — (For dwarr°tment use) U Notified for pickup Call Email Date Time Contact Name Doc.Building Pen-ait Reprised 2014 [1LIT Location IU4 No.. Date Check # ?� 1 G.$ TOWN OF NORTH ANDOVER Certificate of Occupancy $ G Building/Frame Permit Fee Foundation Permit Fee $ `� Other Permit Fee $ TOTAL $ Building Inspector N O 0 Z CD O Cr a� Q >(Q• �O 00 CD a cr O co 03 O' O tQ fD LW. n 0' 0 N CD CD S. CD N I O O r+ O CD < 0 0 ON -n ° O y 0 >cD Q. n (D n CA 0 _ .° m O = Q- � a a;aZ O s -o �' O O y 'IL CD y ~' o_ o CL °� m = IM° n Cl) �N C c _ �° D o O O O O �' a .� n o 0� 1 O a) (D :W CDrrn Ci) CD o�N O O a �� �'. OM O S AI. x D U)�. 0 -0 CQ. O O O N Q- ' Cn < O �O 0 � CL U) Z CD �+ °�n FL O d' y (DO 0 Cl 5.°. o o ?i S,-. C 03 CD CA � s z� -- O' D� C Z CD- N a) n o 0 , CL , N 3 O 77N (D p L/) N Z O coT = T m m Z -+ 3, 61 C 3 D Z M O T =. 01 ( ND < f1 � O C S m D ZLA m 0 T 3. d A O C S C W Z m 0 'r7 7. N 7 < O O 0c: S O 3 O- N ^. O C tZi+ m 0 LI -0 n N < N O Q ' W D p T 2 D —rl _ m7 ' The Cainmonivealth vfllltassaclausetts Depllrtmrent of Industrial Accidents Office ofInvestfgadons ' 1 Congress street, smile 100 Bastvrtr MA 02114--2017 www mass gov1ilia Workers' Compensation Insurance A.f idavit: Builders/Contfracters/Electricians/Plumbers A licant fatolrmation Please Print Legibly Name($usiness(Orgenizationllndividuul): SolarCity Corp. Address: 3055 Clearview Way E:ityltitat IPP. Odlt tvlc1tt:V M. y,+f+U/- Phone #:000-1 VJ-L'+0z7 Are you an employer? Check the appropriate box: 'Type of project (required): 1. [ZI am a employer with .5,000 4. ❑ I ant a general contractor and I New constnjetiot� em111nycas (full and/or part -nine).' 2. ❑ 1 am a sole proprietor or partner. have hired the sub -contractors listed on the attached sheet. 7. ❑ Remodeling ship and have no employees: These sub -contractors have g. ❑ Demolition working for me in any capacity, employees and have workers' 9. ❑ Building addition [No co CN tog. insurance required.) corn wuranc4. p• 5. [] We are a corporation and its 10.0 Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work officers have exercised their 11,E] Plumbing repairs or additions inybelf. [No warners' comp. right0feXeulftior, per ivxG% I2.❑ Roof repairs insurance required.) t c. 152, §l(4), and %ve have no 13[0 Other Solar/PV employees. [No workers' comp. insurance required.] '-Any applicant that checks box # I most also fill out the section below showing their svorkas' mntpensation policy information. I Homeowners who submit this affidavit indicating [hey are doing all nark and then hire outside contractors muse submit anew affidavit indicating such. :Contrncmrs that check fltis box must aitached on additional sheet showing the name of the subcontractors and state whellter or riot thosr-entities have employees. If the sub -contractors have employees, they must provide their workers' comp policy number. Y ain an employer that is proMiirg workers' compensation insurance for my employees. Below rs 111e policy andlob site information. Insurance Company Name: Zurich American Insurance Company Policy Al or Selt-ins. Lic. #: WC0182015-00 Expiration pate; 9/1/2016 Job Site Addmss: Q 3 y Salem S 4- citylstate/Lip:10A Adoy(yAU (A k ys 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. I52 can lead to the imposition of criminal penalties of a fine up to 51,500.00 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDEk and a fine of up to $250.01) a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby cerlOy'juniq thepabts and penalties pfperjury that tlae infornialion provided shove is true and correct Q—le Phone'• Ofricial uxe only, Do not Write in this area, to U completed by city ar town qjflcial. City or Town: Pertttit/Meeuse # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5, Plumbing Inspector 6. Other Contact Person: Phone #; A ©0 !•l �R. CERTIFICATE OF LIABILITY INSURANCE DATE{N1MlDDIYYYYj CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY 08117015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies .may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Ha_.rwtE:_._ MARSH RISK& INSURANCE SERVICES ..............._.......................... ..-.._... PHQN$._.....� FAX 345 CALIFORNIA STREET, SUITE 1340 lAtG.Nft �xt1 ......._ ........:............... . . .........:.{A1C, No):...........-......................... CALIFORNIA LICENSE NO. 0437153 EMAIL ss:.................... SAN FRANCISCO, CA 94104 -ADDRI .....................:..........................................T........................._.. Attn: Shannon Si 415-743.8334...........I#SURE 0) AFFORDING VEGE ..... . .. ................+ ... ' AIC """ # _ 99$301-STND-GAWUE-15.16 INSURER A; Zurich American Insurance Company 16535 INSURED INSURER a : NIA NIA SolarCity Corporation ................ .... .. .. .....................+.. ......... .... C.: NIA ?NIA 3055 Clearview WaytHSURER ... ............................+........ ................ San Mateo, CA 94402 1 suRER.D : American Zurich Insurance Company 40142 OTHER $ INSURER E:__ . _. 'BAP0182017.00 INSURER F: COVIPPA11FS CFRTIFICATF NIIMRFRr SEA -002713836.08 REVISION NUMBER:4 THIS,IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD WDICATED. 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 TADOL S0ffV1 T Pt)LtCY EFF POLICY EXP' AUTHORIZED REPRESENTATIVE LFR TYPE OF INSURANCE POLICY NUMBER I MMIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY iGLO0162016-00 0910100`15 :091011201$ OCCURRENCE S 3,00D,000 X I ] _EACH DAMAGE TO RENTED 3,000,000 CLAIMS -MADE : -. OCCUR PREMISES (Ea oocugencej ....*_� ...................._.._-- • ._ X SIR: $250,000 MED EXP (Any one person) S 5,000- ..................................................... . f Y PERSONAL & ADV INJUR......._.5............ 3,000,000 ........._...._.. ............................... _........................ GEN'LAGGREGATELIMITAPFLIESPER I GENERAL AGGREGATE S fi000000 X l PRO- 'POLICY LOC ,. .i JECT PRODUCTS • COMPIOP AGG : 5 6,000,000 OTHER $ A AUTOMOBILE LIABILITY 'BAP0182017.00 09/01/2015 0910112018 COMBINED SINGLE LIMIT $ 5,000,000 X:ANY AUTO BODILY INJURY )Per person) . S �.... ALL OWNED SCHEDULED X X BODILY INJURY (Per accident); $ ,.. ..i AUTOS r..'.. _ AUTOS X X NON•OVMED �.................. ,............ PROPERTYO{1ivtFiGE S ._ ... HIRED AUTOS AUTOS 1 r }.. .. COMPICOLL DED_ $ $5.000 UMBRELLA LIAR OCCUR I EACH OCCURRENCE $ R...................4.................. �...... a EXCESS LIAR I CLAIMS MADE r ..............._....... AGGREGATE $ j.... .... ... I.... ....... ,.....r ............1.... ..... -- ..... -- I r ............ ....... . DED RETENTIONS $ D WORKERS COMPENSATION 'WC0162014.00(AOS) :0910112015 0910112616 X PER ORH- IANDEMPLQYERS'LIABILITY A I YIN; :WC0t82015. ANY PROPR€£TORIPARTNERrEX€CUTIVE 00 MA ) STATU F._... �__..... -T9. ,......;. ....I .... .... 0910`112015 0910112016 E.L EACH ACCIDENT S � ..... ................. 1,000,000 OFFICERIMEMBEREXCLUDED? NN NI,A; WC {Mandatory In NH) I I r - i E.L DISEASE • EA EMPLOYE .$ _ . _...._..._.......... ................ ..... 1,000,000 ...... . It yes, describe under DESCRIPTION OF OPERATIONS below I E L DISEASE • POLICY LIMIT I S 1,000,000 I i DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached IT more space Is required) Evidenue of insurance. r'-FRTIKI(•-ATF 144[ r1FR CANCFLLATION SolarCily Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3056ClearviewWay THE EXPIRATION DATE THEREOF, NOTICE: WILL BE DELIVERED IN San Mateo, CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk & Insurance Services Charles Marmolejo.��-- 41988-2014 ACORD CORPORATION. All rights reserved. ACORD 26 (2014104) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID: 147BCA6E-F639-4F2B-8D8B-8715D3E1B129 =M' Customer Name and Address William P Crabtree 934 Salem St North Andover, MA 01845 Installation Location Date 934 Salem St 10/7/2015 North Andover, MA 01845 Here are the key terms of your Power Purchase Agreement o System installation cost Electricity ra+a ^n- 6-Wh Agreement+ Tara Ds Ds X we Initial here Initial here ER The SolarCity Promise • We guarantee that if you sell your Home, the buyer will qualify to assume your Agreement ........_._...... ... _......_...__.........._...___......_... Initial here • We warrant all of our roofing work. Ds • We restore your roof at the end of the Agreement. (�jC • We warrant, insure, maintain and repair the System . ... .... ............... .... ........ ................ ............ ....... ............ ................ ................................. .... ............... ...... ..... ....... ... ._..._....._......... ... ..._... Initial here • We fix or pay for any damage we may cause to your property. • We provide 24/7 web -enabled monitoring at no additional cost. • The rate you pay us will never increase by more than 2.90% per year.. • The pricing in this Agreement is valid for 30 days after 10/7/2015. • You are free to cancel any time prior to construction at no charge. D Your SolarCity Power Purchase Agreement Details Your Choices at the End of the Initial Options for System Purchase: Amount due at contract signing Term: • At certain times, as specified in $® ® SolarCity will remove the System at no the Agreement, you may Est. amount due at installation cost to you. purchase the System. $0 . You can upgrade to a new System with • These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est. amount due at building inspection contract. not beyond that term. $0 ® You may purchase the System from Est. first year production SolarCity for its fair market value as 10,486 kWh specified in the Agreement. = You may renew this Agreement for up to ten (10) years in two (2) five (5) year increments. 3055 Clearview Way, San Mateo, CA 94402 1 888.765.2489 1 solarcity.com 1179636 I Power Purchase Agreement, version 9.0.3, August 24, 2015 SAPC/SEFA Compliant Contractors License MA HIC 168572/EL-1136MR Document generated on 10/7/2015 Copyright 2008-2015 SolarCity Corporation, All Rights Reserved DocuSign Envelope ID: 147BCA6E-F639-4F2B-8D8B-8715D3E1B129 23. NOTICE OF RIGHT TO CANCEL. YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1, THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 23, YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 10/7/2015. If you don't sign this PPA and return it to us on or prior to 30 days after 10/7/2015, SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. ),,ver Purr ase .,zJr.ee^_.ent. ✓ersian 9.0.3; Aug ist 24, 201'.5 I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Power Purchase Agreement. Customer's Name: William Crabtree DocuSignedrbyy: Signature: E �IIUtddM 9?25?EBBDB?54D4.. Date: 10/7/2015-- Customer's Name: Signature: Date: Power Purchase Agreement SolarCity approved . • J Signature: Lyndon Rive, CEO Date: 10/7/2015 0�'0 '0--hy `� *" L) , �i October 15, 2015 Project/Job # 0182896 RE: Project: To Whom It May Concern, CERTIFICATION LETTER Crabtree Residence 934 Salem St North Andover, MA 01845 Version #49.3 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground Snow Load = 50 psf - MPl&MP3: Roof DL = 11 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 23.5 psf (PV Areas) - MP2: Roof DL = 11 psf, Roof LL/SL = 35 psf (Non -PV Areas), Roof LL/SL = 23.5 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D On the above referenced project, the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load, and live/snow loads indicated in the design criteria above. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Digitally signed by Humphrey Kariuki No, 5197:3 DN: dc=local, dc=SolarCity, 66=SolarCity Users,RFG�STE4�® Sincerely, ou=Beltsville, cn=Humphreyikariuki, email=hkariuki@solarcity.com "' - 'JONAL Humphrey Kariuki, P.E. Date: 2015.10.15 14:15:45-04'00' Professional Engineer T: 443.451.3515 email: hkariuki@solarcity.com 3055 Clearview Way San Mate©, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com !u'€20C2,'3?71._,CSCF5"5 ... ., -.4T i..._ _<, ..-_ E;;71 486. ..c.;,_':QLRO'W±r, 2.:73ieo >-A'!•, a�uSw.,eQ!. olarUty., PV System Structural Design Software PRO]ECT INFORMATION & TABLE OF CONTENTS 10.15.2015 Version #49.3 Project Name: Crabtree Residence _n w AHJ: North Andover Job Number: 0182896 Building,Code:, MA Res. Code, 8th Edition Customer Name: Crabtree, William Based On; _ IRC 2009 / BC 2009 Address: 934 Salem St ASCE Code: ASCE 7-05 �!tY/Stale. North Andover, _ MA Risk.Cat egory:_ _ Zip Code 01845 Upgrades Req'd? No _Latitude / Longitude: 42.667476 -71.076156 _ Stamp Req'd2 Yes SC Office: Wilmington PV Designer: John Mcdonald Certification Letter Project Information, Table Of Contents, & Vicinity Map Structure Analysis (Loading Summary and Member Check) Hardware Design (PV System Assembly) 1 2 3 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D 934 Salem St, North Andover, MA 01845 Latitude: 42.667476, Longitude: -71.076156, Exposure Category: C :CALCULATION OF DESIGN WIND LOADS - MP&MP3 - Roofing Material -- WindDesign Code Comp Roof ASCE 7-05 _ PV System Type Wind Design Method SolarCity SleekMountTM Partially/Fully Enclosed Method Spanning Vents - — Basic Wind Speed No .vr _�._..., — ----- Standoff Attachment Hardware Exposure Category - Comp Mount Type C C Roof Slope Roof Style 300 Gable Roof Rafter Spacing_._ Mean Roof Height 16" O.C. 15 ft Framing Type Direction Uplift Capacity of Standoff _ _ Y -Y Rafters Purlin Spacing X -X Purlins Only NA _ DCR Tile Reveal Tile Roofs OnlyNA Tile Attachment System Tile Roofs Only NA StandingSeam/Trap S acin SM Seam OnlyN.A Wind Design Criteria WindDesign Code KZ ASCE 7-05 _ Table 6-3 Wind Design Method Krt Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph _ . Fig. 6-1 Exposure Category - L C ,Section 6.5.6.3.,,, Roof Style qh Gable Roof Fig. 6-11B/C/D 14A/B Mean Roof Height h 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor _ Kd u 0.85 Table 6-4 Importance Factor L 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 T -actual_ _ 18.5 Psf Wind Prpssurp Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down G n 0.88 Fig. 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up kup)-17.6 psf Wind Pressure Down 16.2 psf "ALLOWABLE STANDOFF SPACINGS �- Max Allowable CantileverPortrait 18" NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area. _ Trib _ _ 22 sf PV Assembly Dead Load _ W -PV _ 3.0 psf Net Wind Uplift at Standoff _ T -actual_ _ __; -347 lbs - Uplift Capacity of Standoff _ _ T -allow _ _ _..... 500 lbs Standoff Demand/CanacitV DCR 69.3%0 STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1&MP3 Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2., pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.91 Ct=1.1, I,=1.0 Member Desi n,Summa(per NDS Governing Load Comb CD I CL+ CL - CF Cr se D + S 1.15 -1.00 - - 1,00 1 1.2 1.15 Member Properties Summary mary MP1&MP3 Roof Pitch Horizontal Member Spans Overhang 1.49 ft Rafter Pro erties Actual W 1.50" Roof System Properties San 1 13.55 ft Actual D 7.25" Number of Spans (w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp hoof San 3 A 10.88 in.^2 Re -Roof No San 4 SX 13.14 in.^3 PI ood Sheathing Yes Span. I 47.63 in.^4 Board Sheathing None Total Rake Span 17.37 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start 1.00 ft Wood Species SPF Ceiling Finish 1/2" Gypsum Board PV 1 End 14.33 ft Wood Grade #2 Rafter Sloe 300 PV 2 Start Fb 875 psi Rafter Spacing 16" O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End E,„;,, 510000 psi Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2., pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.91 Ct=1.1, I,=1.0 Member Desi n,Summa(per NDS Governing Load Comb CD I CL+ CL - CF Cr se D + S 1.15 -1.00 - - 1,00 1 1.2 1.15 Member Loadn mary Maximum Roof Pitch 7/12 Initial Pitch Adjust Non -PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PV -DL 3.0 psf x 1.15 D + S 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Total Load Deflection five/Snow Load LL/SL 1,2 50.0 psf x- 0.7 1; x 0.47 35.0 psf 23,5 psf Total Load(Governing LC TL 1 47.7 psf 39.7 psf Notes: 1. ps = Cs*pf; Cs -roof, Cs -pv per ASCE 7 [Figure 7-2] 2., pf = 0.7 (Ce) (Ct) (IS) p9; Ce=0.91 Ct=1.1, I,=1.0 Member Desi n,Summa(per NDS Governing Load Comb CD I CL+ CL - CF Cr se D + S 1.15 -1.00 - - 1,00 1 1.2 1.15 Member Anal sis Results Summa Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 49 psi 1.5 ft. 155 psi 0.32 D + S Bending + Stress 1079 psi 8.4 ft, 1389 psi 0.78 D + S Bending - Stress -61 psi 1.5 ft. -1389 psi 0.04 D + S Total Load Deflection 0.78 in. 242 8.3 ft. 1.56 in. 120 0.50 D + S Finished Attic Workbook Version 1.2 Project: CRABTREE - MP2 Date: 15 -Oct -15 Input Dimensions 8 psf Rafter Span Ridge to Eve, R 16 ft Overhang, 0 1.5 ft Floor Joist Span, F 15 ft Rafter Slope, S 30 degrees Exterior Wall to Knee Wall, X 6.5 ft PV Start, PVS 0.93 ft PV End, PVE 15.25 ft Rafter Spacing 16 in Floor Joist Spacing 16 in Input Loading Roof Dead Load 8 psf Vaulted Dead Load 3 psf PV Dead Load 3 psf S Non -PV Areas 35 psf S PV -Areas 23.4 psf Lr Non -PV Areas 0 psf Lr PV Areas 0 psf Floor Dead Load 6 psf Finished Attic Live Load 30 psf Attic Storage Behind Knee Wall 4 psf Knee Wall Dead Load 0 psf Allowable Rafter Deflection, L/ 180 Allowable Floor Joist Deflection, L/ 240 - Bending Input Member Properties Rafter Depth 7.25 in Rafter Width 1.5 in Rafter Species SPF Rafter Grade #2 Floor Joist Depth 7.25 in Floor Joist Width 1.5 in Floor Joist Species SPF Floor Joist Grade #2 Allowable Overstress 5 Y EXTERIOR LBW Fnished Attic Section All Checks OK 110 Results Summary Member Item Controlling LC Demand Capacity D/C Ratio Shear D+S 37 psi 155 psi 0.24 + Bending D+0.755+0.75L 875 psi 1389 psi 0.63 Rafter - Bending D+S 109 psi 999 psi 0.11 Deflection D+0.75S+0.75L -0.85 in -1.23 in 0.69 Shear D+0.755+0.75L 42 psi 155 psi 0.27 Floor Joist + Bending D+0.755+0.75L 1130 psi 1083 psi 1.04 Deflection D+0.755+0.75L -0.71 in -0.75 in 0.95 All Checks OK 110 LOAD ITEMIZATION - MP2 PV System Load Non -PV Areas PV Module Weight (psf)2.5 Hardware Assemb Weight s ASCE 7-05 psf -6.15-psf....., PV:System Weight Comp Roof ( 1 Layers) 3.0 psf Roof Category Description Non -PV Areas MP2 ASCE 7-05 Existing Roofing Material Lo Comp Roof ( 1 Layers) 2.5 psf Re -Roof _ At No 47% Underlay ment ASCE Eq: 7.4-1 Roofing Paper OS psf Plywood Sheathing R, Yes 1.5 psf Board Sheathing RZ None Section 4.9 Rafter Size and Spacing v _ _ _.._ __. 2 x 8 @ 16 in O.C. _ _ _ 2.3 psf Vaulted Ceiling _ Lr __..� Yes 3.0 psf Miscellaneous Table 7-3 Miscellaneous Items 1.2 psf Total Roof Dead Load 11 psf MP2 11.0 psf Reduced Roof LL Non -PV Areas Valt6a ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area _ At < 200 sf..___ _ 47% Roof Slope ASCE Eq: 7.4-1 7/12 - - Tributary_Area Reduction R, _ ........_ ._.._1...._. Section 4.9 Sloped Roof Reduction RZ 0.85 Section 4.9 Reduced Roof Live Load Lr Lr - L0 (Ri): (RZ) Equation 4-2 Reduced Roof Live Load Lr 17 psf MP2 17.0 psf Reduced Ground Roof Live/now Loads code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? _ .. Yes ..... m. Modules Snow Guards to be Ill Installed? 47% No ASCE Eq: 7.4-1 �.._— Effective Roof Slope _ .. - - 300 Horiz. Distance from Eve to Ridge _..__.. W ......_. _.__. 20.3 ft Snow Importance Factor IS _ _. __.._. 1.0 Table 1.5-2 Snow Exposure Factor Ce Fully Exposed 0 9 Table 7-2 Snow Thermal Factor Ct Structures kept lust above freezing Table 7-3 Minimum Flat Roof Snow Load (w/ Pf-min 35.0 psf 7.3.4 & 7.10 Rain -on -Snow Surcharge)__ __.. __ ,u e ... .......___ Flat hoof Snow Load pf pf = 0.7 (Ce) Q (I) P9; pf >_ pf-min Eq: 7.3-1 35.0 Vsf 70% ASCE Design Sloped Roo now Load Ove rroun in .Roo s; Load Over PV Modules Surface Condition of Surrounding Roof Cs _roof All Other Surfaces Figure 7-2 Design Snow Load Over PV PS.P„ = M -p„) Pf PS pY ASCE Eq: 7.4-1 Modules Design Roof Snow Load Over 47% Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 SurroundingRoof PS roof 70% 35.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV PS.P„ = M -p„) Pf PS pY ASCE Eq: 7.4-1 Modules 23.4 psf 47% CALCULATION OF DESIGN WIND LOADS- NiP2 - -____ - ---- - Mountinq Plane Information Roofing MaterialComp KZ Roof Table 6-3 PV System Type _- _ ry SolarGity SleekMount'" - - Section 6.5.7 Spanning Vents ' V NO Fig. 6-1 Standoff Attachment Hardware r _ . n ComMount Type C Section 6.5.6.3 Roof Slope30° qh Gable Roof Rafter Spacing _w..-. .._ „16" O C Section 6.2 Framing Type Direction _... . Y -Y Rafters Purlin Spacing X -X Purlins Only NA Tile Reveal Tile Roofs OnlyNA Tile Attachment System Tile Roofs Only _ _._., NA Standing Seam/Trap Spacing SM Seam Only NA Wind Design Criteria__ Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method Krt Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Fxposure,Category . ! r _ . C Section 6.5.6.3 Roof Style qh Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h I 15 ft Section 6.2 Wind Pressure Calculation Coefficients `. Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor.- Krt 1.00 Section 6.5.7 Wind Directionality __ ty _ _ _ _ - - - . _ 0.85 Table 6-4 Im ortance Factor ....__ ._ I _-. _. _ . - — -- . ___. _.. 1.0 - Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 18.5 nsf Wind Prpccurra Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC(Down) 0.88 Fig. 6-11B/GD-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure Up Ptual-17.6 psf Wind Pressure Down 16.2 psf ALLOWABLE STANDOFF SPACINGS 07 Q -- Office of Consumer Affairs and Business Regulation i r� 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLAR CITY CORPORATION ASTRID BLANCO 3055 CLEARVIEW WAY SAN MATEO, CA 94402 SCA i 0 20M-05111 i �A., Y` ,}r r7rpirtr:Crrl/� nfw�!-ltir.;frr�rrlr.'/(, !Tice of Consumer Affairs & Business Regulation 3. �1 OME IMPROVEMENT CONTRACTOR ? Registration: 168572 Type: Expiration: 3/8/2017 Supplement Card SOLAR CITY CORPORATION ASTRID BLANCO 24 ST MARTIN STREET BLD 2UNl ITA hLBOROUGH, MA 01752 Undersecretary Registration: 168572 Type: Supplement Card Expiration: 3/8/2017 Update Address and return card. Mark reason for change. 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