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0581 OLD STRAWBERRY HILL ROAD
cs6�i9'PcSYro�y ,{(iGc�k. �� :- - Town of Barnstable ildi �. . xm �,.,. e. . Post.This Car .So-That t,i psi L ,F o th ._Street A roved.Plans Must be Retained o,n<Jobid this. aF Must.be Ke d be I, p „�^ .: j4' 'T, k'..,- ...<.. ,..,,...f .. �',`. ,,... ., '�' � ��.,.: ..: /m-.,.. �,Z'�x 4'', -„�z; ."�... ' . .. -. :, r....-, :�. ., �,- ,: ,.. �. ,... .. ,: ,�+,� ���� ,- ,fir ;a:� g; �4.� .� .� , y Posted Unti Finallns ection H Been.Made,.. . ,.,-;,,r.. P., 3 3< ,'4b,. mac, �. ,.s $' a r $ d" ,,s'$ t k g : ; '�.:A €: .�' --sue"... 4.. a k x ,ti: ' Where�a Certificate of Oecu a c Hsu a u�redsuchBurld n .shall-Not be Occu ied�uctt�l aF fins ect�orl'has:been made q erllll� Permit No. B-17-1144 Applicant Name: SOLAR CITY CORPORATION Approvals Date Issued: 05/03/2017 Current Use: Structure Permit Type: Building-Solar Panel-Residential Expiration Date: 11/03/2017 Foundation: Location: 581 OLD STRAWBERRY HILL ROAD, HYANNIS Map/Lot 273 006 Zoning District: RC-1 Sheathing: Owner on Record: SHEEHAN,LYNN J TR 'GontractoirXName DANIEL D FONZI Framing: 1 Address: 70 MARY ST Contractor Li&,se CS-101687 2 . x fr ARLINGTON, MA 02474 "' ���� 3 Est,,Project Cost: $5,000.00 Chimney: Description: install solar panels 13 panels 3.445 kw 3 �„411 Permit Fee: $85.00 , - Insulation: Project Review Req: install solar panels 13 panels 3.445 kw Fee Paid $85.00 Date Final 5/3/2017 < =5J,= e if'-" ' - F ' Plumbing/Gas Rough Plumbing: . _ ,, Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth4onzed by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicaUonntl the approved construction documents for which this permit has been granted. �� R. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by I6ws�and codes. Final Gas: This permit shall be displayed in a location clearly visible from access streeVor'road and shall be maintained open for publk mspe'etion for the entire duration of the work until the completion of the same. Electrical a � S Si�i " The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire�Offiaalsbbrr' provided on 'his permit. Service: Minimum of Five Call Inspections Required for All Construction Work-r 1.Foundation or Footing � � , Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall-not proceed until the Inspector has approved the various stages of construction. . Final: _ ... "Persons contractin .with.unr istered;.c ntractor : h r ` in M L •:142A :: g. eg o s-do_,not._have access to t, a gua_ant. fund (as set forth. G -c Fire Departmen't:.< Building plans are to be available on site Final: :- All Permit Cards are theproperty,.. of the APPLICANT-ISSUED.RECIPIENT .' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Parcel Application # )d Health Division Date Issued 3 17 Conservation Division Application Fee Planning Dept. Permit Fee p / Date Definitive Plan Approved by Planning Board 5 / Y Zl `�� Historic - OKH _ Preservation/ Hyannis Project Street Address All U Village rS Owner t-,0 .(S %A Address 70 a.e*--& rl � rr� 67-471- Telephone Permit Request ~ r ° ` t �►, w 1 `., r v t � II 1 v 0 i Square feet: 1 st floor: existing PA proposed 2nd floor: existing proposed Total new Zoning District � Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size " Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Typ =Linc ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure 2 Historic House: ❑Yes On Old King's Highway: ❑Yes L. Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) U� Basement Unfinished Area(sq.ft) Number of Baths: Full: existing " )Tk' new Half: existing new Number of Bedrooms: �)N existing _new Total Room Count (not including baths): existing new First Floor Room Count Meat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other ^entral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/co%,),ve: ❑Yes ❑ No ilb^etached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ isling 6_/pew size_ ^ttached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ 'c" �P Telephone Number O 5. Address 6�eg �cA�e:.rwl License# � Home Improvement Contractor# IIJKS t Email8 `3.06 CIO $A Worker's Compensation # Ux 1w 5�1, ALL CONSTRUCTION DEBRIS RESULTING FRO THIS PROJECT WILL BETAKEN TO____.J0109 tom' SIGNATURE DATE 2013 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. > ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i The Commonwealth of Massachusetts Department of Industrial Accidents Ogice of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name{Business/orgar►iZationnndiYid„al}: SolarCity Corp. Address:3055 Clearview Way City/State/Zip:San Mateo CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.0 1 am a employer with 13,000 4. ❑ l am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- 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 workers' comp.insurance comp.insurance. required.] 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 l LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]1 c. 152,§1(4),and we have no solar panels employees.[No workers' 13.�Other 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 anew affidavit indicating such. %Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp:policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lic.#:WC0182015-01 Expiration Date:9/1/2017 Job Site Address: 581 Old Strawberry City/State/Zip: Hill Rd VBarnstable MA 02632 . 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 a ' the violator. Be advised that a copy of.this statement may be forwarded to the Office of Investigations of a fo the coverage verification. do hereb ce u erIfflepgink' and penalties of perjury that the information provided above is true and correcti nature: / Date: 4/18/2017 Phone#: 508-6 389 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#: ac Rom CERTIFICATE OF LIABILITY INSURANCE , 11" °""'�' 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 fhe 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 cartiflrate does not confer rights to the certificate holder in Neu of such endorsemer tARSH RISK&INSURANCE SERVICESPHONE 345 CAUFORMA STREET,SUITE 130D E CALIFORNIA LICENSE NO.0437153 SANFRANCISCO,CA 94104 —.. ...._ ..-._.._.......... ............_.._..._..._.. Alm:Sharman Smd415-743-8334 _ _-.._ ._ ._.......INSURERjSZAiFOROrNGCOVERAGE.-- ._._�.. NAICS 998301-STND-GAWUE-16.17 INSURER A:Zwkh American Insurance Company 16535 INSURED NIA INSUROie:NIA ... _............ ..........._......._._..._ 3055 ayWayyy rNgtr c;NIA — — —-- — -•........ .. -._. ._ NIA ... ......_. San ift%CA 94402 INSURER D.Amairan Zurich Insurance Company 40142 _.....- - ---.._. _.............._...._........ _................ A�IR92 E 1N541RHt F COVERAGES CERTIFICATE NUMBER: SEA-W3003276.43 REVISION NUMBER:6 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW.HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTNTHSTANDING 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 POLIGIES-LBNrrS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. It TR _.. TYPE OF MURANCE POLICY NUMBER Y Elf I MMD EIOPXYYYI LIMITS A X CoMMERctALGENERALLIAem I�LOOt(i201601 09AW=6 i ID910102017 EACHOCCURRENCE S 1,00000 - 1 DA AI�6 TO RENTED _...I CLAIddS-tAADE f_X. OCCUR EM,iSE�(EaMp opq.:.�S.._........._..� '. . X SIR 521i0,000' ( e MED EXP(Any ono person) S 5100 PERSONAL&ADV INJURY S 1,000,000 rCaETJf AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE_. S. .._._ ......2,000.000 X POLICY C la C]LOC 1 PRODUCTS-COMPIOPAGG S 2,�0, r - OTHER: I S A i AUTomossu:Linan TY tAPOIGM7-01 ON1016 09ft Irmil7 OM I SINGLE LIMIT l COMBINED S 1,OD0000 ...... X ANY AUTO BODILY INJURY(Per person) S XALL OWNED }SCHEDULED :............_. .._. AUTOS - X i AU70S BODRY INJURY(Poracr7deMl S X X '.NON.OWNED. i�li0PFA1l bAN14G�' S HIREDAUrOS AUTOS UIMBRELALMe ,..: OCCUR. EACH OCCURRENCE S E.XCE33LLGA r CLAIMS•MADE AGGREGATE $ . ___ .. . ....F..... ..............._...._ —.�_. QED RETENTION S D WCIIIJU s COMP9JSATION 18 14-01(AOS} ONIM16 001=7 X14. ANDEMPLOMWLIAWLITY _,STAT,IITF,,, .... . ... _— D ANY PROPRIETOR/PARTNER✓EXECLITIve YIN C0182015.01IMA) t09 V2016 09.911=7 E.L.EACH ACCIDENT S 1000,0� A OFFICERIMEMBEREXCLUDED7 N❑INIA EWS016201901 CA) !69RI1171I16 09�1/1017 _......_.._—._...._._. — (MyyaxessinN { E.L.DIS_EASE_EAEMPLOYE S _ 1000.000 DE i lt'TISLR ON OF OPERATIONS below �ClmuLs applyExO'rS WS5WK SIR-C�1 E L.DISEASE•POLICY LIMIT I S 1.�. . DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD id1,Additional Renw1c;SeheAde,egy be attached If nwre sinee Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055CearaiewWay THE ,EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Ma1w,CA 04402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Umb Risk&Insurance Services Slephanle Qualu ni 4 4 • ©1988.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement,Cohtractor Registration �- "'- -- Type: SupplementCard SOLAR CITY CORPORATION ;, - s Registration: 168572 24 ST MARTIN STREET BLD 2UNIT 11 `' }:� Expiration: 03/07/2019 MARLBOROUGH,MA 01752 n � L. Update Address and return card. Mark reason for change. SCA 1 0 20M•05'11 ❑ Address ❑Renewal ❑Ernployment ❑Lost Card _ Office of Consumer Affairs&Business Rqulat{or I{ „A HOME IMPROVEMENT CONTRACTOR ! Registration valid for Individual use on'y TYPE:SuDvlement Card before the expiration date. 9 found return to: . F H E ,[gip Office of Consumer Affairs and Business Regulation •16'8572 03/07/2019 10 Park Plaza-Suite 5170 tiLAR CITY CORPORATION i3oston, f DANIEL FONZI W55 CLEARVIEW WAY SAN MATEO,CA 94402 U -UnderSBCrefat Not V81ld.wiithOut.Siglt8ture . Massachusetts"Department of Public Safety `} Board of Building Regulations and Standards ' License: CS-101687 ' Construction Supervisor DANIEL D FONZI '4 390 ANDOVER STREET �,'7 OLMINGTON MA 01887 Ezpiratio : Commissioner 09pirati 18 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvemertt Contractor Registration 7.t. Type: Supplement Card �z Registration 166572 SOLAR CrrY CORPORATION Expiration: 03/07/2019 24 ST MARTIN STREET BLD 2UNIT 1.1 i- MARLBOROUGH,MA 01752 .41 �-—� Update Address and return card. Mark reason for change. SCA 1 0 2CM•05111 ❑ Address 11 Renewal 0 Employment ❑ Lost Card office of Consumer Affairs&Business Requlation t. HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Sucolement Card before the expiration dat . if found return to: Reaiatration Expiration Office of Consu r A i and Business,Regulation 03/07/2019 10 Park Plaza- to 1 SOLAR CITY CORPORATION ston, A 1 6 NATHAN TISSOT 3055 CLEARVIEW WAY 14oy#aW without signature SAN MATED,CA 9"02 Undersecretary I ' SOlafCit OWNER AUTHORIZATION I Job M JB-0263319-00 v �• �� ceji r lle Property Address: 581 Old-Strawberry-HI d Hyannis, MA 02632 I Lynn J Sheehan as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. . 2 12(Si ature of O' er; Date: • SOLARCITY.COM AZ ROC 243771/ROC 245450/ROC277498.CA LIC4888/04,CO EC8041,CT HIC 0632778/ELC 0125305,DC 2711014MECC902585,HI CT-29770,MA HIC 168572/MA EL.1136MR,MO MHIC 128948, NJ NJHIC013VH06160600/34EB01732700,OR CB160498/C562/P81102,PA HICPA077343,TX TECL27006,WA SOLARC-91901/SOLARC-905R 0 2014 SOLARCRYCORPORAMON.ALL RIGHTS RESERVED. a _ .Docu3ign Envelope ID:31A000C3-9D34-434C-ABD4-5A9C5F8918F1 SolarCity I SolarLease Customer Name and Address Installation Location Date Michael Sheehan 581 Old Strawberry Hill Road 9/11/2016 Lynn J Sheehan Barnstable,MA 02632 581 Old Strawberry Hill Road Barnstable,MA 02632 Here are the key terms of your SolarLease Agreement } Z U yrs Amount due at contract signing First year mon djayment Agreeme m 1 (Est Pi ice peg kWh F rst ft;(.$0 1450) P y r IvI,J Initial here Initial here J The SolarCity Promise DS •We provide a money-back energy performance guarantee. Nl S •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. I *We restore your roof at the end of the Agreement. M S •We warrant,insure 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 9/8/2016. Your SolarCity Lease Agreement Details Your Choices at the End of the Initial Your Prepayment Choices During Amount due at contract signing Term: the Term: . $o •SolarCity will remove the System at no • If you move,you may prepay the Est .amount due at installation,',, additional cost to you. remaining payments(if any)at a $0 •You can upgrade to a new System with discount. "A- the latest solar technology under a new Est amount due at building inspection contract. i $o I _.__ ,,_,,_, _________T i_,_- _ •You may renew your Agreement for up to L2, ft year production I ten(10)years in two(2)five(5)year Wh increments. •Otherwise,the Agreement will automatically renew for an additional one (1)year term at 10%less than the then- current average rate charges by,your local utility. 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com 2149388 SolarLease Agreement,version 7.3.1,August 2,2016 SAPC/SEFA Compliant Contractor License MA HIC 168572/EL-1136MR Document generated on 9/8/2016 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved �■ DocuSign Envelope ID:31A000C3-9D34-434C-ABD4-5A9C5F8918F1 22. PRIVACY/PUBLICITY You grant SolarCity the right to publicly use,display,share, I have read this Lease and the Exhibits in their entirety and I and advertise the photographic images, Project details, acknowledge that I have received a complete copy of this price and any other non-personally identifying information Lease. of your Project.SolarCity shall not knowingly release any personally identifiable information about you or any data associating you with the Project location.You may opt-out Customer's Name:Michael Sheehan of these publicity rights by giving us written notice and mailing it to:SolarCity Corporation,Attention: Publicity Opt oocu nedny: Out,3055 Clearview Way,San Mateo,CA 94402. Signature: I Nd S- A- '�J 23. NOTICE OF RIGHT TO CANCEL Date: _9/_1_1/2016 YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE.SEE EXHIBIT 1,THE ATTACHED Customer's Name:Lynn J Sheehan NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION 5o0cuftned by: OF THIS RIGHT. Signature: FOB5A10Ms"FE... 24. ADDITIONAL RIGHTS TO CANCEL Date: 9/11/2016 IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,YOU MAY ALSO CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO SolarLease Agreement COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing SolarCity The pricing in this Lease is valid for 30 days after 9/8/2016.If you don't sign this Lease and return it to us on or prior to approved 30 days after 9/8/2016,SolarCity reserves the right to . reject this Lease unless you agree to our then current pricing. Signature: Lyndon Rive, CEO Date: 9/8/2016 SolarLease Agreement,version 7.3.1,August 2,2016 2149388 Version#63.3-TBD �WO.So aICI t y Ed Generated September 7, 2016 RE: CERTIFICATION LETTER Project/Job # 0263319 Project Address: Sheehan Residence 581 Old Strawberry Hill Rd Barnstable, MA 02632 AHJ Barnstable SC Office Cape Cod Design Criteria: -Applicable Codes= MA Res.Code, 8th Edition,ASCE 7-05,and 2005 NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf - MP1A: 2x4 @ 24"OC, Roof DL=9 psf, Roof LL/SL=21 psf(Non-PV), Roof LL/SL= 12.3 psf(PV) - MP1B: 2x6 @ 16"OC, Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV), Roof LL/SL= 12.3 psf(PV) - MP2A: 2x6 @ 16"OC, Roof DL= 10 psf, Roof LL/SL= 21 psf(Non-PV), Roof LL/SL= 12.6 psf(PV) - MP2B: 2x8 @ 16"OC, Roof DL= 10.5 psf, Roof LL/SL= 21 psf(Non-PV), Roof LL/SL= 12.6 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. t F. 2� Zv O K. Digitally signed by Humphrey o S t)CTURAL Sincerely, ° NO,.51933 Humphrey Kariuki, P.E. Ka rl U kl Professional Engineer Date: 2016.09.07 18:20:34 -041001 ��� T: 443.451.3515 email: hkariuki@solarcitv.com 3055 learview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL05500.AR M-8937,AI ROC 243MIROC 245450.CA G318 H88t0a,CO EC80A1;CT HiC 06SWII ELC 0125305.DC 470514rria)OHO/ECGr0I585.DE 20111'01.95r Tt o0.i2.FL EC130Cc22v.HI Gi-Y^770.IL 15•L Y.MA HIC I.'.8572/ EL-1136MR.IAD HIC t?4f4 4 81110 0 5.NC 30801-U.NH 0347C/'12523M.WJ NJHi�pLiVH061e0600/S4E81)1752700,NM E59&-319590:tN WY012iP 5172JC2-LY>78548/HI-0079719.OH H..d7707,OF C87BOa98,C542.FA t®{5'A077343,FJ AC0047M/Rag 3HSL3-TX TECL27006,UT 8726950-5501.VA ELE2705153218.'A EM-05829.WA SOLARC'9190 VSOLARC'9LI=,F'7 Alioa-439.Gr sent A-436.No-H2409710000.Putnam PC6041.F-Itinii H-11864.40-0D-Dri Suffolk 52C57•N.WasL_troslw WC-2 6 08 0-1113,N YC A2iOt1H4-pCA.SCENYC-N Y.0 1-1- rd Elactrichn.#121,,10.4004485.155Watt'SL 6th rt.Uni t 17.B.00hym NY 11201 N=4/ 66-DCA All bans fmoAdodt>75WarCit I Fln-Complvw.LLC CA Flnarlfa LandxrLic w1+a 6r64796 SolarC.it Financ o Cgmr om.LLC is It cansad b7 tl»Data%-ara 510 to Bank Commisalonar to onpoo in Wsmeaa in Dola-undsr Ii"n+a numGar.OW422.M0 C--4r Loan Li-2241.f.'7 kutalmMtL9 L1c.motL11023/IL71024,litLiwrnadlander N:0153103LL,'tXRagl,Wo CraWtor140%50?63.202404.iT Londx Ll-ie F6766 Version#63.3-TBD 45olarCyit Ed Generated HARDWARE DESIGN AND STRUCTURAL"ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware-Landscape Modules'Standoff Specifications Hardware X-X Spacing X=X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MP1A 72" 24" 39" NA Staggered 70.3% MP36 64" 24" 39" NA Staggered 62.5% MP2A 64" 24" 39" NA Staggered 62.4% MP2B 1 64" 1 24" 39" NA Staggered 62.4% Portrait Hardware Portrait Modules'Standoff Specifications, Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPiA 48" 20" 65" NA Staggered 78.7% MPiB 48" 20" 65" NA Staggered 78.7% MP2A 48" 19" 65" NA Staggered 78.6% MP2B 48" 19" 65" NA Staggered 78.6% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MP1A Stick Frame 24"O.C. 350 MP Disqualified MP16 Stick Frame 16"O.C. 350 Member Impact Check OK MP2A Stick Frame 16"O.C. 340 Member Impact Check OK MP26 Stick Frame 16"O.C. 340 Member Impact Check OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AL 05500.A.:M•8437.AZ P-DC 2a3MROC 245450.CA ULB 8881CM,CO EC804L.CT N!',0632778r'ELC OLT.5305.DC 4lOSl4%008WECC402M,DE 20Bt2W&Tt-60.s1.i4 EG13pbs21i.Ni CT•1477D,IL's5•W51.MA iitC t6957L EL-O36MR.MD HiC 11B9t,8/1180.c.NC SOBOt•V.NIt0347Cl12513M.tw�NJ111Ce73tJIiO8780l00/34EBi17327OO.flM EE46-3?45?O.iN NU20}2n35172/C�•CC7BSOBIB?-007^714,GH EL 47T07.Gi+CB90^,4PrC562,YA NCfi47J7343.R1 AC0Dd714fR�38$L3.:iX TECi?7006.UT$72.6450.5501.:fN ELE2705153278.VT E".t{5824,WA 50LARC'41o0V30LAPC'405F7,al W ny 434,Gr sent A-486.NeNau Ii1a04710rty}.F'utrvam F'C6O4s,PocktanJ N•t58a4 40-04•Wl 7iu11o1k 5^051-H.N!dsl�est,t WC-26tlBB-H73.N Y.0 k10013Be-0CA.LCEtrvC:N Y C Llcens,d EIacUKian.gt2biQ Y0D4485.i55 Nrator SLbBs Fi.,Unil tO,Broot7Yr,Hy ti2Ut Y2OL3466-0CA al bans prandeJ tgboia,t,ty F!nance Canpw?.ILC CA Finonu Lenders Ucau46054795.5olatCity Finance ComFmnv.LLC i;Mcensed Ly the 0.1s ore Stare Batt Commiseicnx to enQmye in butinen in Delaware under Burnt number C19422.MD Consume Loon License 2241.NV LxihMmenL Lo,ntieensellta}±3lI1t102s.RI Ucersedla,der 3i 1063f0sLL,YX P!Tjsttretl•CreNL.:r lntx7O50?63-1024O4.tiT Lsmlar lK xno M6768 . STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1A I Member Properties Summary MP1A Horizontal Member Spans Rafter Pro erties Overhang 1.16 ft Actual W 1.50" Roof System Properties San 1""' 11.53 ft "Actual D ' ;3.50" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof _. :: San 3 A(in A2 5,25 Re-Roof No Span 4 Sx(in.A3) 306 Plywood Sheathing m Yes $` r 'Span 5 'Ix in^4 ' 7<5.36 m. Board Sheathing None Total Rake Sp;; 15.49 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start -Wood Species SPF be-iling Finish 1/2"Gypsum Board PV 1 End Wood Grade #2 Rafter Slope 35° .�:_ 4 PV 2 Start,,,. Fb(psi), v�N 875 <r Rafter Spacing 24"O.C. PV 2 End Fv(psi) 135 ,Top Lat Bracing 4, Full " "' -"PV 3 Start' , � 9.11 w, _ =E ``si "` � �: 1400,000 Bot Lat BracingAt Supports PV 3 End E-min(psi) 510 000 Member Loading Summary Roof Pitch 9 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 9.0 psf x 1.22 11.0 psf 11.0 psf PV Dead Load PV-DL 3.0psf x 1.22 3.7 psf .'. Roof Live Load RLL 20.0 Psf x 0.78 15.5 psf Live/Snow Load,, « ,LL/SL 1,1� w, 30.0 psffc1 < < x0.7, •I x,0.41, , $21.0 psf.7 12.3'psf Total Load(Governing LC TL 1 1 32.0 psf 26.9 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-21 2. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,I,=1.0 Member.Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+S '1.15 1.00 1 0.68 1 1.5 1.15 Member Anal sis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 4,095 7.0 ft 1 1,736 2.36 Fail CALCULATION=OF-DESIGN WIND LOADS MP1A Mounting Plane Information Roofin MaterialY x zm VComp'Roof .. Roof Slope 350 Rafter S acin 1 0. �� �'24"O.C: _ Framing Type/ Direction Y-Y Rafters PV*System Type f: SolarCity SleekMountTM Zep.System Type ZS Comp Standoff Attachment Hardware :, wz Como Mount SRV„ Spanning Vents No mc, m77 Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 _Partially/Fully Enclosed Method Wind Design Method .��. _� :�� -'. Basic Wind Speed V 110 mph Fig. 6-1 t Exposureate Section 6 5 6:3 Cgory C Roof Style Gable Roof Fig 6-11B/C/D-14A/B Me na Roof Height h' vti "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 0.85 Table 6-4 Im ortance Factor itw *.,. . „I -0 Table 6-1 1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I)22.4 psf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC (U ) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) " 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up P(up)- 21.2 psf Wind Pressure Down 19.6 psf FA CC IF79TAKI O0 SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable_Cantilever" _ Landscape 24"s:., "t' NA_ Standoff Configuration �Landsca a Staggered Max Standoff Tributa Area ' Trib 19 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift•at Standoff Tactual; -,_ -385 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci DCR .ax ..�� _ 70.3% �. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max`Allo—v- Cantileve_r_ = Portrait=vNA- Standoff Configuration Portrait Staggered Max Standoff_Tributary Area Trib T `22 sf _ 'V --- PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift a_t_Standoff T-actual _. -�- _ 431,Ibs Uplift Capacity of Standoff T-allow~ 548 Ibs Stanan ff emand Ca aci ; DCR ,T 78.7% k_ f STRUCTURE ANALYSIS -.LOADING SUMMARY AND MEMBER CHECK- MP1B Member Properties Summary MP1B Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties Sank �N = 11.42 ft `' _ Actual DN' 'XN� 5.50"r Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof oo. Span 3u s: Ain^2 = 8.25f 1.13 - Re-Roof No Span 4 Sx(in.1-3) 7.56 Plywood Sheathing Yes _ San 5 Ix in^4 L 20.80 Board Sheathing None Total Rake Span 14.75 ft TL Defl'n Limit 120 Vaulted Ceiling No 'PV 1 Start 8.33 ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.17 ft Wood Grade #2 Rafter Slope 35° '* PV 2 Start Fb, si ^,nz^. -,yk 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing,, Full :° "< - PV 3 Start Ao Efpsl Of1400,000 z Bot Lat Bracing At Supports J PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 9112 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 psf x 1.22 12.2 psf 12.2 psf PV Dead Load PV-DL 3.0 psf x 1.22 3.7.psf Roof Live Load RLL 20.0 psf x 0.78 15.5 psf Live/Snow Load "' LL/SL112'% 30.0-psf x 0:7 x 0.41 210 psf " 12.3'psf Total Load(Governing LC TL 33.2 psf 28.2 sf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)pg; Ce=0.9,Ct=1.1, Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+S 1.15 1.00 0.52 1 1.3 1.15 Member Anal sis Results SummarV Governing Analysis Pre-PV Moment I Ob-in) Post-PV Moment Net Im act I Result . Gravity Loading Check 1139 1 1 1,10 1 0.97 1 Pass `CALCULATION OF DESIGNTWIND_LOADS MP1B ___ _ Mounting Plane Information Roofing"Material=': , . d-f, per. 'Comp Roof'.' Roof Slop_a 350 Rafter-S acin f n -7 7 7. • 16"O.C: . `; Framing Type/ Direction Y-Y Rafters PV System Type_ __ — - SolarCity SleekMountM Zep System Type ZS Comp Standoff Attachment Hardware - Como Mount SRV Spanning Vents No ri Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method :•.. :• :: 'k k ss Partially/Fully.Enclosed Method rr;.> Basic Wind Speed V _110 mph Fig. 6-1 Exposure Category �,a C Section 6.5.6.3 Roof.Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei ht - T h 15 ft Section 6 2 ' Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor K= 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor ' I � lA Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC (Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient` Down GC Down) 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p= qh(GCp) Equation 6-22 Wind Pressure U -21.2 psf Wind Pressure Down 19.6 psf �ALLOWABLE.STANDOFF SSPACINGS. , X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever rn„ Landscape 24" ' __ NA_ Standoff Configuration Landscape Staggered Max Standoff Tributary._Area Trib PV Assembly Dead Load_ W,PV 3.0 psf Net Wind_Uplift at Standoff T-actual _ _ -342 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci DCR r62.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever . _ ____ L , Standoff Configuration 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� 431 Ibs' Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand Ca aci .,.r. DCR' ' ' ° 7 ,STRUCTURE ANALYSIS -'LOADING SUMMARY AND MEMBER CHECK- MP2A Member Properties Summary MP2A .Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Pro erties San 1'-W" v,*11.51ft ,? 'Actual Dg� 5:50 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Ak RComp Roof San 3. ,: .:_. .. ;._ " A' in!`2 's ._ AWE. 8.25 Re-Roof No Span 4 Sx in.^3 7.56 Plywood Sheathin Yes San 5 R Ix in^4 20.80 Board Sheathing None Total Rake Span 14.70 ft TL Defl'n Limit 120 Vaulted Ceiling No'- PV 1 Start' 2.75,ft Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.08 ft Wood Grade #2 Rafter Slope �7 34°4 `�`, PV.2 Start "=�F Fb' si V ,• 875 m� Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracin ,k,. Full y^ � PV 3 Starts �.,q"" c ,e. l �'E si gig_ 1400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 10.0 Psf x 1.21 12.1 psf 12.1 pTf PV Dead Load `t' a 'PV-DL' "'" 3.0 psf r,, x 1:21 ',Fv '. <.` 3.6` sf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow,'Load ALL/SL1�M r,"�- 30.0 psf. '4 1,,z 0.7 z`0.42P 121110 psQ - ,t 12 6 psf Total Load(Governing LC TL 33.1 psf 28.3 sf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)pg; Ce=0.9,Ct=1.1, I,=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 0.53 1.3 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Moment lb-in Post-PV Moment Net Impact Result Gravity Loading Check 1156 998 0.86 Pass i r- ��CALCULATION=OF DESIGN WIND LOADS=NIP2A Mounting Plane Information Roofiri Materielx'" =°Y _ i` :Comp Roofa w _ G. Roof Slope 340 Rafter S acin � "_ .. �. �_. Framing Type/Direction Y.-Y Rafters PV Syste_m Type , SolarCity SleekMount`m Zep System Type ZS Comp Standoff ttaA chment Hardware 7 7-7 :, ,' Como Mount SRV' Spanning Vents No o- 4-•7 77- Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Mod mm' "- ?' ,„Partially/Fully Enclosed Method +"a . _ __ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-118/C/D-14A/B Mean Roof Hei ht h"` _ 15 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor.. . K 1.00 Section 6.5.7 Wind Directionality Factor Ka' 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 22.4 osf Wind Pressure Ext. Pressure Coefficient U GC (Up) -0.95 Fig.6-118/C/D-14A/B Ext. Pressure Coefficient(Down).'. GC Down) 0.88 Fig.6-118/C/D-14A/B Design Wind Pressure p p =qh(GCp) Equation 6-22 Wind Pressure Up Pr„ 21.2 psf Wind Pressure Down 19.6 psf FALLOWABLE.STANDOFF SPACINGS_ X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max'Allowable Cantilevers Land ape"_rc 24 , _N_A Standoff Configuration Landscape Staggered Max Standoff Tcibutary,Area Tribes �� ta :17 sf; N.,r PV Assembly Dead Load W-PV 3.0 psf ;Net Wind Uplift at Standoff � T-aactual` -342 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Stand ff Demand Ca aci v DCR$ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 6511 Max Allowable,,Cantilever 4 Portrait v,g xv, A 19'; ,f iN Standoff Configuration Portrait Staggered Max Standoff Tributary Area_ Trib _ .e:e_22 sf PV Assembly Dead Load W-PV 3.0 psf Net_W Uplift at Standoff T_adual _ = -431 IS - -` - - - - Uplft Capacity of Standoff T allow 548 Ibs Standoff Demand Ca aci k r r , DCR;. � .78 6% . µ s 77 7777,' STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK:MP213 Member Properties Summary MP2B Horizontal Member Spans Rafter Pro erties Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 11:53 ft ,. wActual D i1.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material, * ,.r 'SWIZ. ! Comp Roof S p an 3 i, 4W J12TWO A` in^2 4 °.,; ,'. 10.88' ; Re-Roof No San 4 Sx(in.A3 13.14 Plywood Sheathing '-` " . •Yes San 5 p'q, in^4 47.63 , Board Sheathing None Total Rake Span 14.70 ft TL Deffn Limit 120 Vaulted Ceiling No PV 1 Start` 2.75 ft��-P ;_Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 5.58.ft Wood Grade #2 Rafter Sloe 340 PV 2 Start : 'Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start -{ ; E(psi) 1400,000 Bot Lat Bracing At Supports PV 3 End E-min(psi) 510,000 Member Loading Summary Roof Pitch 8 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 10.5 psf x 1.21 12.7 psf 12.7 psf PV Dead Load PV-DL 3.0 psf x.,1.21 '"" ,: 3.6 psf Roof Live Load RLL 20.0 psf x 0.80 16.0 psf Live/Snow Load LL/SL1,2 30.0 psf x 0.7.z' x 0.42, = 21:0 psf 12.6 psf Total Load(Governing LC TL 1 1 33.7 psf 28.9 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)pg; Ce 0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 0.44 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Moment (lb-in) Post-PV Moment Net Im act Result Gravity Loading Check 677 1 646 1 0.95 1 Pass CALCULATION=OF-DESIGN WIND LOADS NIP2B_ _ Mounting Plane Information Roofing Material -. v,» ',.Comp Roof Roof Slope 340 Rafter Spacing '=a a-R§1,:a .t� «'� .:.,.. �d.•,'.h`'{«^�esa x«_,fir:-, .' .. a •„d Framing Type/Direction _ Y-Y Rafters PV System Type• ;: a » M ° ;rxSolarcity,SleekMountT" _ � . Zep�System Type ZS Comp x.Standoff Attachment Hardware . ." "° _ aComp MountSRV : Spanning Vents No -- - #.S wrMTa .. - H _ Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind,Design Method 1..'° v Partially/Fully Enclosed Method Basic' asic Wind Speed V 110 mph v Fig. 6-1 Exposure Category_ - _- -_ �_ _ ^_ --` C _ _ - _ Section 6.5.6.3 R oof Style 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 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I)22 4 Sf Equation 6-15 . Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) a} 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p=qh(GCp) Equation 6-22 Wind Pressure Up Prum -21.2 psf Wind Pressure Down 19.6 psf [ALLOWABLE STANDOFF SPACINGS ,� -, *j X-Direction Y-Direction Max Allowable Standoff — -— Spacing_ Landscape 64"" 3 9-" aLn NA 1Max -il dscape Stand---Confi urationLandscape �._. 4 Landsca a Max Standoff Tributary Areas�Trib < K:j - 17 sf- PV Assembly Dead Load W-PV 3.0 psf Net W_ind,Uplift_at Standoff_ T actual i. 3421bs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR -` 62.4% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever -__ -Portrait 191. NA� Standoff Configuration 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 -431 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 78.60/b J 4 _ k 1 "-e+5.: . .,,F�.c .. +}..J3 �'3{n�.. .t.° "d ,"v��� .:.. !v t• .s 'rY.e ;!F!7Y�+�.. i:- _y Boo_ . � f r \.- _. HEI::::L..IAP.(:. 4 "9 i ms....000 4 L� 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Ols—Parcel bb(o - Application# Health Division Conservation Division Permit# Tax Collector Date Issued �3 Treasurer Application Fee C) Planning Dept. Permit Fee 4319.1110 Date Definitive Plan Approved by Planning Board23�� Historic-OKH Preservation/Hyannis Project Street Address d / WZ P Village awe,�' ✓1 �� Owner M Zak ap/_ T !24&e-&2 0 Address • 6 ya 14f 11,&Q tom Telephone to z v 3 9 7 9 Permit Request teal �*C UP V y C J SS; 0 o® e s Square feet: 1 st floor:existing4/proposed Z 0 2nd floor:existing NZ4 proposed t— Total new Zoning District Flood Plain At a Groundwater Overlay Project Valuation 9 0®0 m 00 Construction Type V11i Lot Size %0, I.23 �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Alo On Old King's Highway: ❑Yes o Basement Type: G(Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) -3 Number of Baths: Full:existing 1 new Half:existing f j news- p Number of Bedrooms: existing 21 new p-n Total Room Count(not including baths):existing new First Floor Room Count . Heat Type and Fuel: ❑Gas YOil ❑Electric ❑Other l� `` (S1 Central Air: ❑Yes No Fireplaces: Existing �_ New Existing wood/coal s1ve: As =0 No X_ Detached garage:❑existing ❑new size Pool:❑existing ❑new size ��Barn:❑existik ❑new size Attached garage:❑existing ❑new size Shed:2(existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes o If yes, site plan review# Current Use ` iuse— Proposed Use Sam e-- tkUILDER INFORMATION Name E Telephone Number Address Pd Oa E v C/`J, License# __�((` �'u 4 �_014. dA.�.� f� Home Improvement Contractor# Li Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Tea ('PL.C.�Q-b_ j7,�ltS`�P� 6 J., SIGNATURE DATE "/ FOR OFFICIAL USE ONLY- PERMIT NO. DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE `f - ` OWNER Cs DATE OF INSPECTION- ©� �c cF - -off FOUNDATION �� 0'7 � FRAME �� V 7 i. INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT t ASSOCIATION PLAN NO. i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information (�/ Please Print Legibly Nam Business/Organization/Individual): `&--"e / �/!-� �1 Ld�iL Address:— -Wary St City/StatelZ `�"' D� Phone.#:Are you an employer?Check the appropriate bog: Type of project(required):. 1.❑ I am a employer with 4. I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. El Remodeling 2.❑ 1 am a sole proprietor or partner- ship and have no employees These sub-contractors have g, E]Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurance.$ /required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.- --am-a-homeowner douig`allwoik officers have exercised their 11.❑Plumbing repairs or additions z-myself. [No workers!,comp., right of exemption per MGL 12,0 Roof repairs insurance re wired. t c. 152, §1(4), and we have no q ] 13.❑Other employees. [No workers' 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. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: 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 statemerit may be forwarded to the Office of Investigations of the DIA for insurance covera a verification. I do hereby certi under the pains and penalties ofperjury that the information provided above is true and correct. `-_Si atures- Date:: ; Phone#: 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#: , ri Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the rece'ver-or-trustee of an individual,partnership association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the.event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year;need only"submit-one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,,--- please do not hesitate to give us a call. The Department's address,telephone and fax number: The.Commonwealth of Massachusetts Department of Industrial Accidents Office of Investagatim 600 Washington*-Street Boston, MA 02111 Tel. ##617-727-4900 ext 406 or 1-877-NIASSAFE Fax##617-727-7749 Revised 11-22-06 vww.mass.govfdia Regulatory Services t.. Thomas T,Geller,Director. ASS' Building Division Tom.Perry,Building Commissioner .200 Main Street, Hyannis,MA 02601 www.towA barnstable=L.us Fax 508-190-6230 Face: 508-862403 S permit na: Date • AFFiDAY.IT HOME DUROYEMENT CONTRACTOR LAW -SUPPLEMENT TO PERMIT APPLICATION MGL e, 142Areq=es that the"reconstruction,alterations,renovation,repair,inodernization, conversion, . pyement;remote,demolition,or'construction of an addition to any pre-existing owner-occupied - b g containing at least one but not more than fora dwelling units.or to structures which'are A acent to stiich residence or betiding be done by registered contractors,with certain exceptions,along.W' other 1 requirements. Type of Work: `p . Estimated Cost ©0©., ®a Address of Work. B • pyn►er's Name:M i[°���/ �� � p �,�C�� - . Date of Application, I hereby certify that: . . Re0tratign is not required for the following reason(s); []Work excluded by law ❑Job Under$1,000 (]$u�lding not owner-occupied r 0-waer pulling ozvn pemu't Notice is hereby given that: OWNERS 1,ULIMG THEIR OWN PERMIT ORIOEALING pylTgtTNREGISTERED C CCFSS CTOPSTO ] FORMATION PROGRAM OR GUARANTYFUND UNDERMGL c 142A. ACCESS TO T'HE ARB . • . • SIGNED UNDER PENALTIES OF PtRnMY I hereby apply for a permit as the agent of the owner; Contractor Signat�e RegistrationNo, Date Date 0 —S�Sgnature Q;y�p�iles.farms:homeaffid2Y I Rev:464606 . . RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE ) New Buildings $100.00 Residential Addition $50.00 ' Alterations/Renovations $50.00 Building Peianit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= j' 2 D x plus from below(if applicable) ALTERATIONSIRENOVATIONS.OF EXISTING SPACE square feet x$64/.sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq,ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $ 35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Parch x 530.00= (number) Deck x$30.00= ' (number) Fireplace/Chimney x$25.00=' (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving 5150.00 (plus above if applicable) ' Projcost Permit Fee Kev:063004 Town of Barnstable Regulatory Services gpRpSTpgLE, : Thomas F.Geiler,Director 9 MASS. tg' . 1639• ♦0 Building Division lEo �s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 2 — ,2-3 —Q JOB LOCATION: J ! numbd —T— /street �— hq, village "HOMEOWNER":d/ cb op/ �J�(°�//IRYI /AI D-3 / / S'a►�► P name home phone# work phone# CURRENT MAILING ADDRESS: Zo Ad 12,7 a,L Y) t aZ 17 city/to state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. Tb undersigned"homeowner"-certifies that he/she understands the Town of B3rnstableBu' ding ——- - minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. r a Signature of Homeownek Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt CONSIIMERIl!ZFO ORD� SUNROOMs": � aches �3tate wldin Co e• �':> :.` " en echo L The Massachusetts State Building Code (780 CAM) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental .CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall,seeks to utilize a special energy conservation exemption option for "sunroom" additions to,an existing house (780 CMR; Appendix J, Section J1.1.23.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom"of any size, configuration, orientation,form of construction or percent glazing,but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"sunrooms", included below is a non-required, open-ended list of product and design considerations that .a homeowner may 'wish to consider before actually constructinglinstalling a "sunroom".It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential.-energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading - • Type of Glazing • Insulating value • Solar heat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom • Adequate ventilation Operable windows and fans ' • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods: Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code, Section J1.1.2.3.1,..requires that the actual property owner(not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement, the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. .Z Si afore of A 1 Building Owner ` Date CeAfef ,'Ile- Print Name Address of Permitted Projec Owner Address(if differen than project location) Owner's telephone number • �lTj� //�/ RIDGE BEAM TJ-Beam 6.25 Serial Number: 700512 2634 Busin�ti 1 3/4" x 9 1/2" 1.9E Microllam@ LVL 07 Page Engine Versio1:09PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.25.71 CONTROLS FOR THE APPLICATION AND LOADS LISTED blember Slope:0"12 Roof Slope6.12 F__ L b 12'7" All dimensions are horizontal. Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof(1.25) 180.0 120.0 0 To 12'7" Replaces ROOF LOADS 30/20 6'0 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 1133/784/0/1916 L5 None 2 Wood column 3.50" 1.50" 1133/784/0/1916 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1866 -1586 3948 Passed(40%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 5713 5713 7359 Passed(78%) MID Span 1 under Roof loading Live Load Defl(in) 0.409 0.613 Passed(U360) MID Span 1 under Roof loading Total Load Defl(in) 0.691 0.817 Passed(U213) MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. Operator Notes: NO DRAWINGS PROVIDED PROJECT INFORMATION: OPERATOR INFORMATION: MIKE SHEEHAN J Andrew Shakliks 581 OLD STRAWBERRY HILL MID-CAPE HOME CENTER HYANNIS MA 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis,MA 02660 Phone:508-760-4973 Fax :508-760-4559 ashakliks@midcape.net Copyright O 2006 by Trus Joist, a Weyerhaeuser Business Microllam& is a registered trademark of Trus Joist. RIDGE BEAM 0 51226 4 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ•8eam®6.25 Serial Number:7005122634 User:1 3/19/2007 2:41:09 PM Paget Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 3.00" ^ Max. Vertical Reaction Total (lbs) 1916 1916 Max. Vertical Reaction Live (lbs) 1133 1133 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 66 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 649 -649 Max Shear at Support (lbs) 763 -763 Member Reaction (lbs) 763 763 Support Reaction (lbs) 784 784 Moment (Ft-Lbs) 2337 Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 1586 -1586 Max Shear at Support (lbs) 1866 -1866 Member Reaction (lbs) 1866 1866 Support Reaction (lbs) 1916 1916 Moment (Ft-Lbs) 5713 Live Deflection (in) 0.409 Total Deflection (in) 0.691 PROJECT INFORMATION: OPERATOR INFORMATION: MIKE SHEEHAN J Andrew Shakliks 581 OLD STRAWBERRY HILL MID-CAPE HOME CENTER HYANNIS MA 465 ROUTE 134 SOUTH DENNIS PO BOX 1418 South Dennis,MA 02660 Phone:508-760-4973 Fax :508-760-4559 ashakliks@midcape.net Copyright B 2006 by Tr us Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. 03/06/2007 15:25 FAX 603 627 9559 HARVEY IND MANCH MFG IA002/003 6 5/16 BASE 188 DOOR )VTSWING HR 144 C 89 TE TE TE TE TB t1i r r 99 13/16 ........... BASE .... .. A? v: 3.5' PANEL- . 5 3/4---A RIGHT WALL, FOAM FILLER LAMI RIDGE BEAN V 3-1/v X 9 1/2` X 12, NOT BY HARVEY 12' 5- GIdERAL NOTES 1.) This 3-season system has been drann per contractor request. It is the contractors �C responsibility to comply with all local building 1 4 codes and to obtain building permits as required. TE TE T8 TE 2.) Laminated ridge beam sized in accordance with Boise Verse-Lam roof load tables. It is contractors responsibility to comply with Versa-Lam Specifications if selecting any ridge •;5' PANEL: :5'-PANEL: beam other than Versa-Lam. 3.) Window Style: Rolling 4.) Window Color: White -144 5.) Wall Panel Color: White FRONT WALL 6.) Wall: 3 1/4" Insulated R-13 7.) Roof: 4" insulated White R-16 6.) 'Glazing Legend: IN = Insulated DSB TG ='Tempered LE = Low-E DSB TE = Tempered Low-E ' P = Solid Panel TA = Tempered Low-E/Arg LA = Low-E Argon DSB HARVEY INDUSTRIES INC. CLASSIC VINYL PATIO ROOM DESCRIPTION: GABLE S'I'yLE ROOM SIZE: 12 X 12 tDATE; L SI TU DATE: OR R NUMBER: 8Y; JLG DRAWN FOR: 01/30/07 AM CORMUCRON-581 OLD STRAIBEM HILL REV DATE: 03/06/07 SCALE: NTS SHEET 1 OF 1 S i 03/08/2007 15:25 FAX 603 627 9559 HARVEY IND NANCH MFG a 003/003 HOUSE WALL s� � BASE w TE TE TE TE 96 9/16 TE 89 0 :W9 .Lj�. : .3.5' PANEL: 3085 DOOR 144 ( OHRRT911IIdG LEFT WALL 9 9/18 BASE —5 9/4 FOAM PI1.I ER FIELD CUT TO 141FWOR PLe Adjustable DESIRED HEIGHT Top Cap Wall Panel 16 1/2" Factory. Mullion 89 Rolling 63" HOUSE WALL Window 36 36 .I Factory Mullion I I -- Wall Panel 16 1 2" 1 I Standard Base / 1 I 48 48 Channel Inside Outside I I GABLE SIDE CROSS SECTION j 46 46 I ` -- --------——— =—� I. Ise - ROOF PLAN PROPOSAL DRAWING FOR DESIGN ONLY — USE AS GUIDE *FOR CONSTRUCTION & ASSEMBLY DETAW , SEE INSTALLATION INSTRUCTIONS Mar 07 07 11:1 la robed muicahy flynn sh9e 7816481911 P.1 1F IABLE 0 5 Commonwealth Medical Suplies 1193 B Massachusetts Avenue Arlington, MA. 02476 (Phone) 781-646-6000 (FAX) 781-648-191.1 FAX ynn jSl�ee—ha-n)?/Joan Bates 0 T o: 0 Z 0 A,✓ From: Bob M L udcahy C(�Y—Unsb_ Fax Data: 9/7/07 Phone: Old For Review ��Please Rep Alvey)ra) and 54;n� fi2 �eot jhe- deck-- "k YOU �/Iar 07 07 11,11a robert muicahy !Lynn shee 7816481911 p.2 Mar 05 07 04a43p LAW OFFICE 7816439164 p< 1 v Y ' ATTORNEYS AT LAW Alfred J.Wolskyy Annette MacMillan Vincent 88 Medford street klingt.on.Massachusetts o2474 Tel(781)648-4198 Fax(i'81)G43-61 rA To Whom It May Coacuu March 5,2Ut)7 Re:Lynn Sheehan, Michael Sheehan UM Realty Trust Dear Su: My office represented Miehftcl Sheehan and Lynn Sheehan whan they closed on property locnte:d at 581 Old Straawbcary Hill Head,Centavilic, Kwsa&huwtts at the end of 2DO4. My clients decided when they purchased this property to h6d it in a trust fear the usual protective reasomi."d he I AM;(T.ynn&Michael)Rcalty'l'rust,which is U10 trtast entity 1 created and prepared for Henna,and which entity aiAms 5g1 Old Strawberry Hill Road, Centerville,Ma.ssaachmsew4, iti in the fttrnn and style of a MamachusMs Real Estate Trust and is duly on record at the Datbstablc County Registry of Deeds,Lynn Sheehan is lasted as Trustee;and the BeverMasries are Lynn Sheehan and her husband,Michel Sheehan, 50%each. 'Iley are,as sirh,equal oo-owners of(he pmpaty.T hope tht this explanation wil I resolve any questions as to ownership inkrwt or`standiug'you may have.Despite enumerated pnwers the Trustee is provided by the language ol'the instrument establishing the Trerst,the true ovmershiip of the property,and the legal Standing thereby wnl'erred,is 6oW upon beneficial inteng,not bare legal title of a fiduciary. if you heave any quwAicnis mg arding the foregoing,pleas,:do wt hesitate to wntect vie. 5' y r � i Mar 07 07 11:12a robert mujcahy ,'Iynn snee 7816481911 p,3 A. a TYPE OF LOAN_ FIMHA 3 I 4.1 1 vF. 5.1 1 OONy. -"tj 1 Orman SETT LEf4ENT STATEMENT 7.RIO NurMe-: 9 U.S.DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT 9. rsurarrce Csaa NWther: C.NOT_rh!s form fs.'Vr ad fo give you a s'atsmarf oJedf al sefflernom Costs,A-V OUrfs Vero to and by the satflearer,JagenJara snI L I marked'(Ooc)'were Dald otrrsde of&Os no;tney are e:awn hero for in!amatr;ns/purPesaz end arenot/ncwdedLr Nre rctSs.SYAFNANG..1 ` is a aims to kn0:j,igty mate false sratemenfs to tte t:nasd.Slafps ai tnas or eny'ofhsr stmesrldtm.?enartfae upOA rd+w'ct�s,Csn rO:'ds a _ rune and'mpHsenmerf.For details see!Title 18 U.S.Cods SWX1'001 ar•a��Si60-rl 1010. D.riar,a p+l$nsRaal J13.�,r �.._/I._. ,y >17 ' .4 '7�f12a! �t, AdOf... _.__. '^.�'J•' 4�id li bl Jt:� l t± f -- �i• TI H' E.Name of Sebar A ddrees G.Ptoperty Address _ ADDRESS: - T: i<" .j�'� i_ � L17u` '•�-i L SETTLENEYT DATE: j2.13 C7fd y 02SSJRSEMFNT DATE: r PLACE OF SETTLEMENT; ADDRESS: J.Summery of Borrower's Transaction X.Summary of Seller's,Transaction 1 OD. Grose amount due front torrow_or. 400. Gross omount due to selks: ... .._ - 1D1. Contract sates pros_at one � ��fffJ,/J 401. CoI sales Critme ^•� � T_� - 132. Personeiproperry 402. Por<�r!al pnpaav _ 103. SeW*rr ant charges to b:rrcwar fOr.e id00; �y 3 _ 40^u. Ica _ ao4. Adjustments for Items Cetd by saber AdluOUnat a for is Veld by caster 106, Chy:town taxCa f0 /Z 3C-le'131 Q"l7 40& C.1yrtow•,taws x 4 1.0?. COuntytaxes+c 401. C7urtytaxes to -__ i 106, Assessments tC 40& Assassrn&I. is 411. 112.�._ 120. Gross amount duo Itemtxarrewer: '0 r dr.IR L_ 420, Gross amount due to Saturn�- 'ti9 Q 200. I Amount paid uy or In behalf of borrower 500. Reductions In arnI due In seller _ 201. CapoMt o aarnest money50 EX:ese dlip7aQ laE:O r91NCdOnaj ^ 202 Pr!ncipal amourt of new Ican(s? 5@L SetWrI c9at;ee to settler(line 14MI 203.1 Existing loan;si:eked sut!sct to 503. Exlstir;lcanfs)Pawn subject to - -I 504. PayOY ofirs:mcngE.6e f0an Je., J,_ I 2G5. r 4 soy. Pay.ff m e 71d mortgage loan. �� S 206, t?:Y 7 5 , _. J�¢ Ece. __ -07, i Adluutment;for Items unpaid by seller Adpastmsnts tat Items unpaid oY seltw _ 210. Cig:hcw•n axes to ;10. Olryrlowr later to 2i1. Ccunty to.a_a'0 Sit. Cc.tnty tax.$to����_ ' 212. AssessmenLs 7L____ --T 512. PsLBastnentsQ to ry� 113, 214. _ 514. Sty. 217. 51?. _.�..._ �.--_... 219. 519. 1 22D, Total ppeld byRorborrower. %to 5'O,dZ4 520. Taal reduction In rar4aunt due seller: 300. 1 Cash at eettloment from,'to bo-wer. 6c0. CeeN a1 sSComment tdtrom"Isr. _ - 1 0 1. Gross amount due tram ho we rror(line 120)4 gq,qy 3 T 6C1. Cocas enwunt cse to raiser 0ins4201 p 302 Less amount paid III bOrrower(Jln"0) IG -35p.u,,,j 6C2. tJ3ss t0'8l reduction In amount R:e twllsQl!na E27, pn• 'f-' ;Cash from®over SUBSTI i LITE FOF414 IUD SELLER STATEMENT-The infwnwian crib ed in 611=,G.K and I ardor.line 401 iol:If 0ne-:01 U asiarr::;Erd:limos 403 amd 404),a06,407 and 405-412(eoplltatI part Of buyer's real estate tax reportaUa to the IRS;Is Ir`borait tax infomlelion and is taiiI furnished to tlta intyma. ' Revenue Servios,If yoo a;e requlrad to West rOturn,a neg.igef.ca oenalbr or other aanol on All be Impcaed on you If this Item is required to be repodad andthe IAS determ nee that 11 haselol Ses1 reptsned. SSLLE9 INSTRUCTIONS•II this real estate wee yourpdncipla res.dence,file torn-21,9.Sale a Er riar.ga of Pdno:pal Resicenr-e.far arty gain.will:your aic3me tax return,fog char transac0ons,complete the applimble parts of ford.4797,Form 6252 an-Ior Sc4aduls 0(Form low, You are required by taw to ptOvide Slewan Title 3aaranty 0ompany with yourOWe I taxpayer'd-Illia rn lian anboc I co not pro ltI a the BettJemant a9 ,t with your correct taxpayer idsm:ticaaon runibet,y"rosy be aub,ect to Old!or crimir.a!paidiies Imposed-r/law.LInce.'psnetllas or pemrn rJ,I ean!fy filet�ts nun Ter silawn on sous slatern> Is.my fact Taxpayer conllf(Ce40n number. J e:oout:StewartDoes 121'18/20U4 ICI - �' �l j' °��" -- (� --�' �'/ - _ _ ,y � I a ��y I � r 9 I � ` 1 `� _� 6l=_�'�-- � `# _ } ,F ` `� w TOWN OF BARNSTABLE 21+075 Permit No. -------------------- t � Building Inspector Cash ------_---- one. OCCUPANCY PERMIT Bond "No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate ,of occupancy has been issued by the Building Inspector." Issued to Antony White Address 284 Oak St., [lest Barnstable lot #19 .583 Old Strawberry Hill Road, Pyamis Wiring,Inspector Cilr Inspection date Plumbing Inspector _ �r Inspection date Gas Inspector 12 l Inspection date X Engineering Department �� ���� (/P1� � Inspection date — THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. Q/1A, .1� 19.. . ............. ................................., BuildingInspector .._ . . .�._ J _ sses" is map and lot number ...o ~J..� :.. SEPTIC . �pF THE r0� Sewage Permit number a:.��l�......................... i� l�: SYSTEW1 MUST �� .... .. ........ ..... INSTALLED IN COMPLIA' NC . s 33,BB9Ta LE. 3/�&H use number ...�� dO.3 . ........... .......e................::..... ' WITH TITLE 5 '00 M679• 0� rEINVIRONAAENTAL, CODE AND TOWN OBARMSITARONS BUILDING 1 SPECTll APPLICATION FOR PERMIT TO 1 .k ........................................:.. TYPE OF CONSTRUCTION ....... �: ,c ................................ . ..... .............. fl ,.�........ ...........19 3 - TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a ;permit acco rding to the following information: Location ..16..Q ..... C.......��.........O'isC:.4.... .��,:�.r� .... l.l.�.......1��=L..j.... ky.. ProposedUse ..... I Q.II!c� ......... ' ` .�Cl rl.' ....................... ............................... ................I......................... Zoning. District .......~.. .................. ........Fire District ............../.1y..................................................... Name of Owner r kt%.aY.1 ........ ... . ...........Address Z&A....otNk. .......... Name of Builder' :..:f. ......� ..•r.... .....-.. .....Address Jt.45.....�9.4 ...MA 5 ....A'- .... , Name .of Architect .1� �^...:.....1. h:t.� .: ................Address ..h.' .... ...... pmN ....................................... Number of Rooms ..... .....................................:....................Foundation t!1 c . u..............., �/ 'Exterior ...��?C -.Cf-0:.....g\Ft Roofingk�. .................................................. Floors .....�.+ri s7+ 11( iM...................Interior ... ' i ...:caC. s,........................................ pp Heating ...RIC— -1-iC' (C......................................................Plumbing � ............................ Fireplace .....00.Yltea.........................................................:Approximate Cost .... ...................................... Definitive Plan Approved by Planning Board ------------------------_-------19--------. Area .... `C:......................... Diagram of Lot and Building with Dimensions Fee ii SUBJECT TO APPROVAL OF BOARD OF HEALTH 4 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name4�1.1V-.\.....�.........1.`?.. �����.......... -,WHITE, ANTHONY 24075 One Stor No ................. Permit for .................. Single Family.................................. .. ..Dwelling.. ...... Location w'Old S e.................. . ..... _rry Hill Rd. Hyannis ............................................. Owner ... ..Wh.ite................................... ....... Type of.-Corystruction EKAMQ............................. .......................................................................... Plot ............................ Lot ................................ Granted .....44Y..2..L........ Permit Gra 19 82 Date of les*%'an .....................19 Date Com pleted ....... rl A) � ' - ^ j � � � � � 12 S6wage Permit number 1639 TOWN OF BARNSTABLE BUILDING INSPECTOR TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Proposed Use ....tLkn Floors Heating r SUBJECT TO APPROVAL OF BOARD OF HEALTH 3 X �N, . � OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above -------------------^ WHITE, ANTHONY A=273-6 24075 One Story No ................. Permit for .................................... Single Famil Dwelling Location .Lot...tib.. 58 ...Strawberr Hill Rd. ................HY.annis............................................ Owner Anthony...White Type of Construction Frame ................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ...May 2.4....................19 82 Date of Inspection ....................................19 t Date Completed ......................................19 oo °/0 S- I J 1 r J 4 r{ F q � AA .3;7` � rr^ s N s . j Lo T 9L lK_ ''aa r fahP.AGE.� M IL VY ra e_ 7-7 , U/ '/ O j i ` ZLfE OF t-C'buT S. R. 30' �o� a�� f�SSt 1ME'G P1�-� cCl�N UNQf=� 4N�SUtr►� A-RT=, c H A P T• M , G- E, ��A ti,D CERTIFIED PLOT PLAN � /q dZ-P 57/ a77/7y /7/«.gin NEW CONSTRUCTION ONLY TOP OF FOUNDATION IS� FEET AN ABOVE LOW POINT OF ADJACENT � ��� ,�,���, � • ROAD. SCALE: / '3v DATE=cs//4 /s LDREDGE ENGINEERING CD-IN CA--pj�-7 GOD 'IMP I CERTIFY THAT THEFvun'OA-TlalV I CLIENT SHOWN ON THIS PLAN IS LOCATED EGISTERED REGISTERED JOB NO. S2= ON THE GROUND AS INDICATED AND CIVIL CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY� .. OF BARNSTAB E , M S. CH.BY= J . 712 MAIN STREET; H YA N R IS, MASS. SH E''r OF / DATE . RPv. LAND SURVEYOR BASE 16 HOUSE WALL 6 3/4 FOAM FILLER BASE 3068 DOOR TE TE 37 5/16 OUTSWING 56 5/8 . - 89 rA TE TE 89 3068 DOOR ® 120 TE TE TE OUTSWING x HR ::............: .... ... LJ ® ••PANEL:::::::: 68 13/16 BASE 120 PANEL 3' PANEL E I 44 13/16 12 RIGHT WALL LEFT WALL 1.--5 3/4 LAW RIDGE BEAM FOAM FILLER FOAM FILLER 3 1/2" X 9 1/2" X 12' 144 FLOOR PLAN NOT BY HARVEY FIELD CUT TO Adjustable _ DESIRED HEIGHT 12" Top Cap 5" Wall Panel 16 1 2 „ GENERAL NOTES: W 3—season system has been drawn per 1. This 3 se y , _ ontractor s Factory • contractor reque st. It is the c �.� �� responsibility to comply with all local building Mullion codes and to obtain building permits as required. 114 2.) Laminated ridge beam. sized in accordance TE TE TE TE with Boise Versa—Lam roof load tables. It is 89 contractor's responsibility to comply with Versa—Lam Specifications if selecting any ridge Rolling _ 63" HOUSE WALL beam other than Versa—Lam. :..:........:::::::. ;::; Window Style: Rolling Window5'••PANEL:: :;:: ) 4.) Window Color: White 5.) Wall Panel Color: White 38 36 I '' 144 6.) Wall: 3 1/4" Insulated R-13 FRONT WALL 7.) Roof: 4" insulated White R-16 Factory I I } •8.) Glazing Legend: Mullion I I t Wall Panel I 48 IN = Insulated DSB TG Tempered 16 1/2 132 1 48 I �� LE = Low—E DSB TE = Tempered Low—E Standard Base _ jj I I eyed Low—E/Arg Channel _1 P = Solid Panel TA = Temp Inside Outside _ = Low—E Argon DSB 1 � TI ARVEY INDUSTRIES INC. GABLE SIDE 1 48 48 i CLASSIC VINYL PATIO ROOM CROSS SECTION I L-- ------------ ——J c DESCRIPTION: GABLE STYLE !► 168 - ROOM SIZE: 1 Q' X 12 ROOF PLAN DEALER REALEASE SIGNATURE: DATE: ---_--- ------ ORDER NUMBER: PROPOSAL DRAWING DRAWN BY: JLG DRAWN FOR: FOR DESIGN ONLY USE AS GUIDE DATE: Ol/30/07 d&Y CONSTRUCTION-581 OLD STRAWBERRY HILL /06/07 CALE: NTS SHEET 1 OF *FOR CONSTRUCTION & ASSEMBLY DETAILS REV DATE: 02 S 1 SEE INSTALLATION INSTRUCTIONS rnu�K crecw uc4Oc __. . --- «L. BENNARDO. C`Tr1 T C r T 1 �,� n CTE nAVG. COL WIDTH FRANK L P I"I n n /Ev T"I r`l� eoeo°o°a 36" - 60" C/C ( ( iP RNv 1 llv✓ J 1 f\1L.J llv\.. 1 IJ tS 1\ ` (2)a10SMSTOPONLY, D.C.D.C.TS.B °eo eeeae8a ,�ea000eoQ°Qee ROOF Y.X SYx'LAG BOLT AND WASHER $QACEO 12'O.C. o A o°8° o ° o ° o° o F PANEL PE0. Ixo61 O PLAN SHEET - GABLE ROOF EDITION LOCATED 11'O.C.(5)PER 4'ROOF \\ ' SEAL ALL JOINTS AND SDRtIN u $0 8 OR a 14 5 oe oe° ROOF ON ELJTEe MPS 3.2 S"WALL PANEL O S PANEL,PENETRATE THROUGH ROOF HEADS EXTENSIVELY eV.-LAG BOLTS, 2.FROM o eao o°o BELOW AND/OR `1 RUOEO ° o WASHE , C o°o 0 o c o o� PANEL TO WOOD CARRY BEAMS FT:ONAL EX o 1 1 PANEL ENO,1S"O• oa e o 0000 0 °Oo°o u$ - WINDOW /t 1• e w ABOVE j UTTER(NON-AT I o ee a PENETMTE HEADER 0 0 0 0 0 oo e°e e o eaoo ao i `�\-� 0.UCTURAI) - Me>o•ep oe°fp e°o0 ooaoo BLS)O ALUMINUM COMPOSITE ROOF PANEL _✓ ELITE*RIDGE BEAM,SEE o 000 o ea oo �o 0 000e eo°o°o °`•S tx0:6 VAI ID FO "l MPS FOR ADDITIONAL ITCHED ENO a o0 0 o n o0 o u'a ua oo voa° o e°oo _ b'/Y'.i�()NLY_,YITH RIU�[Gc I DETAILS,TYP, a oo°o I O57 . 1 \ (n ATTACH HARVEY MOUNTING CHANNEL,PART i ``' o 1i067 LLI R a31737 TO.024•ELITE ROOF,300S-H25 (2)LAMINATED WOOD VERSA LAM BEAM,SEE 1` ,��•- _ WINDOW' ALUM.W/a 14 SMS,2•&4-FROM ENCLOSURE BOISE OR MANUFACTURERS WRITTEN 'S l G e o o o e 2066 - m ` END,6.O.C.(9)PER 4'PANEL TOP&BOTTOM, EQUIVALENT LOAD TABLES,TO BE VERIFIED& qq I ° ¢ °• TYPE MAY VARY, / ,n F00.MAX COLUMN LOAD a 41 PSF,MAX COL APPROVED BY OTHERS OR SIZE { NOTCH OUT ELECTRICAL MULLION o o e�e °o max' , HEIGNT�IOFT,SITE SPECIFIC ENGINEERING 1 f' l TO BUILD A POCKET TO ACCEPT a^^^°Oe8 1-- _ INSTALL PER'.MFft. �_ �� - (L� 0 07 MIN 4'WALL oe°ot o' o0000 co .Q OI REQUIRED BEYOND THOSE SPANS LAMINATED WOOD BEAMS. I PAN o°o ooe u°o°n So _ SPECS. W ' 5 N_ 7° I H-CHANNELS WILL RUN UP THE o•e e oo e ° B° #8%1:'SMS,TYP.,(4)PER C7 V I SIDE OF THE W000 BEAMS. 1 ' Q1111ED ooeo 0 o e COLUMN, O.C.MAX IN W 2 O) z 1 e o o °oo° BETWEEN = D- Z_ t'1 U '^ Z E- INTEGRITY OF MOST OPENING SHOWN I o 0 3057 W _ Q Z = J Q STRUCTURE BY OTHERS. OR 72•X BO'4- HARVEY DETAIL 'A' ) OOL C] Z _W LL W K ENSURE ROOF PANEL SYSTEM VINYL PATIO DOOR,SEE I Q W X Z O IS SECURELY ATTACHED TO CURRENT TEST REPORT FOR O CONTINUOUS DOWSEAL INSIDE& PROVIDE ADEQUATE ROOF DETAILS,MUST MEET A, OUTSIDE AN FAC URER Ge _ DITE ROOF. REQUIRED PRESSURES - 2O• 795 D MANUFACTURER 3.25"WALL PANEL Z Z_ = O Z U. RATED EQUIVALENT TO BE 12056 1x056 L S USE AVG COL WIDTH TO N '`'Y'si. - �` VERIFlED BY OTHERS,TYP. a f DETERMINE ALLOW.COL Hi "~q(3_ ti } BELOW AND/OR Im f- 1" Q m W O C OPTION SHOWN TO ADD VINYL DESIGNER SHAPE VINYL !- . •j-y SOS PW AT TOP SECTION.ATTACH WINDOW TO COLUMNS AT O 0 ABOVE WINDOW J lY N co Uj �;�:.. R IAMBS W/43 SINS.S.J'FROM EA END,CONTINUOUSLY 12059 .• -J Q p Fp SEAL W DOW 07 RNINGe 79S AROUND PERIMETER OF Y W Z Q IJ_ U �'F1 IQO WINDOW.REFER TO CURRENT TEST REPORT FOR HARVEY VINYL ADOTIIONAL.DETAILS ON WINDOW.IF GLASS ROOM I ROLLING WINDOW (3)a10 x,TO SMS MIN.AT EA a Z U `s:_• ONLY APPI10-TION MAX ROOF LIVE LOAD a 40 PSF, COLUMN,TOP&BOTTOM,(2) O 7 O H °^, MAX ROOF SPAN li',MAX COL WIDTH=3.5'ON BETWEEN COLUMNS,SPACED EVENLYo Cr •Y FORSUPPORTINGSDE,6'DY NON-SUPPORTING SIDE,F Q O CONTINUOUS SEAL 114MDE& TY P. E L E VATI O.N `_ � � � 00 " � U l� F FOR MAX ROOT LIVE LOAD UP TO 60 PSF,MAX ROOF SPAN 15',M.'LY'WIOTM a 3.S'ON SUPPORTING OUTSIDE W/DOW COMINGS HARVEY.VINYL PICTURE WINDOW W - • , SIDE,6'ON NCH-SUPORTLNG SIDE ADD 6'COMPOSITE q 1 1 �+ O 795 OR MANUFACTURER .,_ PANELS AUOVE WINDOWS TO CARRY ROOF LOAD, RATED EQUIVALENT TO BE O• ATTACH ELITE ROOF THROUGH HARVEY G ? UNLESS ADD'L ENGINEERING IS PROVIDED. VERIFIED BY OTHERS,TYP. MOUNTING CHANNEL,PART a11737 TO p4'<;. �� m MIN 2'SOUND FASCIA W/Y'X 2M2'LAG HFC Z� #8 X 11 SMS BOLTS OR TO CONCRETE OR FILLED T.D MASONRY W/Y.'X 1':'EMBED TAPCONS, EA 10 X 3/4•SMS MIN.AT THRU SCREW 2057 EA COLUMN,TOP&BOTTOM, -� 2"S.4'FROM ENDS,SAL 6.O.C. - E SPLINES TO STD. o° STACKABLE HIGH (2)BETWEEN COLUMNS, L� \ H CHANNEL,TYP. o° o°o o oeo 0 0o a IMPACT POLYSTYRENE ❑�❑ SPACED EVENLY 4) e o 0 0o Q°� HORSESHOE SHIMS f- SEE °'° °oe eoe°oe OR MFR EQUAL OR#141.'EMBED I W USED TO LEVEL AN o o UNLEVEL SURFACE,UP n 0� DETAIL o pe° a8o d %1".'EMBED SELF TO lYi,LOCATED 0 DRILLING'SCREWS 1'S.3 w LA 1\ ,A, 1M"X 13'EMBED TAPCONS OR O o o BENEATH EVERY FROM CORNERS S. .--I Z p "'L ` °ooeo 0000° - VERTICAL NO-& y2• O V MFR.EQUAL OR#14 X 13:' °o °OOO� In SPACED I 'D., FACES OF EACH SIDE OF ~� 1- Ul Q \ A'4HFC s' Gj� .'y� J��GNEp,L EMBED SELF DRILLING SCREWS o°o°c°o o°o°o VERT.MULLION:S 1 • W N O J ODES`BP- FACES OF EACH SIDE OF VERT. o°o°o °�o MAX.O.C.IN SEAL A BETWEEN,_ a• O UOj a '``_1sQ`' Np9 �(3)#10 X 3/4'SMS MIN.AT EA ALL SIDES,SEAL ALL In 0- C :"• Q` Aft `- - S Q MULLIONS A 16'MAX.O.C.IN o 12059 COLUMN,TOP&BOTTOM,(2) JOINTS S.SCREW NEEDS //1 U) BETWEEN,ALL SIDES,SEAL ALL \J E _ JOINTS':SCREW HEADS BETWEEN COLUMNS,SPACED EVENLY f.JCfENSIVE� ON : ` 1 CONCRETE OR 2061 - -- Z 00 < H p4ryFC C�` Q�,D1 A� / ' EXTENSIVELY CONCRETE OR :�WOOD FOUNDATION ]FOUNDATIONCONTINUOUS _ Q � E � a1 �J Ql!�O CONTINUOUS SEAL BELOW L 2 "MIN. BASE CHAN EL W/BELOW O ¢ DO w INDUSTRIAL LASECM GRADE Zfi"MIN. �-CONC.EDGE-4 INDU5TRULL GRADE G �QCONC.EDGE ADHESIVE SEALANT,TYP. Q } ADHESIVE SEALANT,TYP. °SECTION THRU WALL SYSTEM >- m ...? F B p4N w a Y.•X IY'EMBED SIN. j, LD ..y °o°ip� APCONS TO a H a "J OPENING W B a8 X�'SMS, MASONRY,OR = J /�`\�1 TYP.,12.0.G EMBED SELF Ln OR 36" X 80 B m I °°° r` DRILLING DOOR TO = Fa- AS X 3•SMS,TYP.,12.O.C. 12u l• MINC2XE WOOD WS TO MEET sIM. I �. --- 12056 12056 056 16 C E . .. .:�''� "MIN a - {� � 12 � •Max. 2�2 p4 REQUIRED TYP. D.C. oNc.EDG o _ aFt PRESSURES WINDOW B :;:�.- POST 08 0° 080° ° DIST. O I GABLE POST MOUNTING o'o$g$go u I (BY OTHERS) TYPE MAY A D BLOCK AT BOTTOM OF W c'. ,exY F a I "5 ELECTRICAL MULLION. SMS,TYP., 0 o ATTACHED TO SLAB W/ oo°o 0 00000 12056 CONTINUOUS O I S o VARY DPP. u06< iz o.c. V2 t 814 X 2'SELF DRILLING o ooa°e e e o o z INSTALL PER :,.�; ( °° SCREW, o°a°eo°°, aounloeE Y a MFR. SPECS. H. D ° w/oow = Y.•%21/.• ?6•„ 000°000'• °o o° e°o°° (4)RB X j;'SMS o°o°o o°o°o°o o ° CORNING U LL 1V z 3 odor TAP(.ON5.OR TT 1201 °o INTO BE o 0 0 0 000 795,TYP. _ 33 $<j w w #14X21'S-SELF 'Y�O - o000000 °000Ooe eoOo o°' 6Bo6'eogoB°n8o AROUND � CL a3 6 DRILLING SCREWS, Gj CONTINUOUS SE'L INS?DE- eo 00 0o CHANNEL AS C J C ggas 2&4•FROM TOP& ::L,.. 0 &OUTSIDE W/IAOUFTR!AL SHOWN PERIMETER 1 I O 3 ♦B%3/4'SMS 12'O.C. a8 X'Y<'SMS, OF ALL � Y � 10" MIN `o m c BOTTOM,18'MAX.O.C. ,I CjQ GRADE ADHESNF:5'AL:N C, PER COL.INSIDE&OUTSIDE D C TYP.,12'O.G. ° PANELS w w <z ''✓ - D . O SEE ELEVATION - s z 4 °pT 4 ``lQ `CG" TYP.AT ALL MLI!LICmS o z NI°N°�' ' E��V�GQP`5' PLAN VIEW SECTION BELOW WINDOW SMSBra: °°` ``°�� a .52 m 12'D.C. oo oo aoo ° r W O C 25 c u_ SEE TABLES#1 OR#3,S2 IF 1S'MIN �p0 (G�� - PANEL AT TOP AND/OR BOTTOM, \ ) s8%3/4•SMS 12'O.C. 1 056 T N E �' � � #e X)/,'SMS,TYP.,l2'D.C.:� PE0.COL.INSIDE&OUTSIDE Y 01 .o OTHERWISE SEE TABLES#2&4 FOR ALL (( 12oS6 SEE ELEVATION 11056 1xo56 DY z s GLASS APPLICATIONS P\�O Q` 12056 ��-` GABLE POST MOUNTING 3LOC9 AT BOTTOM OF °o° ELECTRICAL MULLION, . :J '.12056 COPYRIGHT FRNVK L.BENNARI)0 P.E. ❑ TTACHED TO SLAB Wi•1 o 0 oO0 00 12064 XI. EMBEDSEU' �� �Q °� S=HAI-0001- DRILLING SCREW,TYP. o 0 °o o. PAGE SCALE: - n O t;. �oo DESCRIPTION: > l� c lxml Y0 O � 4•MIN.CONCRETE SLAB&FOOTING OR - B O° MI ® INTO BASE SMS E WOOD DECK SIZED AS REQUIRED By BCHANNEL A$ IOF^ A CODE/BLDG DEFT.(DESIGN& HOLUMNS AT JAMBS W/08 SMS,2'FROM EA ENO, FASTEN TO COLUMNS AT JAMBS W/#8 SMS,VINYL DOUBLE HUNG WINDOW HARVEY VINYL ROLLING WINDOW L VL75) n CERTIFICATION By OTHERS) IAMBS VINYL PICTURE'WINDOW FASTEN TO COLUMNS AT FASTEN TO CMS,2'FROM EA END, SHOWN o JAMBS W/aB SMS,2•FROM EA END,CONTINUOUSLY SEAL CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOW W/DOW CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOW W/ AROUND PERIMETER OF WINDOW w/DOW CORNING 795, CORNING 795,TYP.REFER TO CURRENT TEST REPORT FOR DOW CORNING 795,TYP.REFER TO CURRENT TEST REPORT TYP.REFER TO CURRENT TEST REPORT OR ADDITIONAL ADDITIONAL DETAILS ON THE WINDOW FOR ADDITIONAL DETAILS ON THE WINDOW - DETAILS ON THE WINDOW PLAN VIEW SECTION THROUGH WINDOWS O N N O 1 ..., T, 1�'1ASTE1 . FLAN SHEET -GABLE ROOF r-DITION >\Tr ra TABLE 2: STD. 'H' MULLION HEIGHT TABLE ' ARC T�`�D USTF�.7E _ 0 5 TABLE 1: STD. 'H' MULLION HEIGHT TABLE STD. ROOM ONLY* DESIGN NOTES *15"MINIMUM SOLID PANEL HEIGHT* AVERAGE CENTER TO CENTER COLUMN SPACING > AVERAGE CENTER TO CENTER COLUMN SPACING > 2000 INTERNATIONAL BUILDING CODE,ASCE 7-98IMPORTANCE - LOAD LOAD 1 y; V•q"I VELOCITY 8 (PSF) y'-p" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6".- ' CAT=1,1=0.77, Kd=0.85, Kzt=1.0, Kz=TABLE 6.5,2SSQFT TMB VELOCITY 3'_0" T-6" 4'-0" W-6" S. `EXPOSURE f` N"� '-� "D LD 9(s) Y (PSF) 2•-0„ 2'-6" � .Ok'iY M .AL AREA CONSIDERED FOR MULL CALCULATIONS,ENCLOSED PATIO EXPOSURE 3". 8- AREA 9.- .2'• $._ 9" $'_ g" 8'- 2" 100 8&LESS 17 10'- 10" 10'- 1" 9'- 6" 9'- 0" 8'- ]•, 8'_ STRUCTURE =CTURE 6•Kz•Kzt•Kd•vvI 100 B&LESS 17 11'= 1" 10'- 3" g'- _ too C,110 B 21 10,- 1" 9'- 5" 8'- 10" 8'- 5" 8'- 0" T- 9" 7' ^il ..y=Qh((GCP)-(GCPI)), GCPI=+/-0.18,MRH=IS', ZONE 5 `� to 100 C.110 B 21 10'_ 4" 9'- 7" 9'- p" $'" ]" $'- 2,. ]' - _ - - - 10" T 7" A 1/3 ALLOWABLE STRESS INCR.WAS NOT USED IN TABLES. 5" T 2" 110 C,120 B 25 9' ]" $'' 10" T- o 7' 5" 7' 1" 7' 3.. 6' 7" r J N N Ito C.t2o a 25 g'_ 9„ 9, 0,. $. 6,,. $._ 1„ ]. �.. 7,_ ' 0" 6'- 9" 12o c,t3o B 30 9'_ 0" 8'- 4" 7'- 10" 7'- 5" 7'- 1" 6'- 10" 6'- ]" Z Q00 EXISTING WINDOWS&DOORS LEADING OUT TO PATIO ENCLOSURE 120 C,130 8 30 9'- 2" 8'- 6" $'- 0" ]� ]�� ]A. T W 3 tt (V U x MUST REMAIN. IN WINDSOURNE DEBRI AREAS,PLEASE ENSURE - _ " 6' 8" 6'- 5" 13o c,tao a 35 8'- 6" 7': 11" 7'- 5" 7'- 1" 6'- 9" 6'- 6 6'- 3" O THAT THE MAIN HOST STRUCTURE IS PROTECTED WITH IMPACT 130 C,140 B 35 8'- 8" 8'- 1" T- 7" ]� 3,. '" RESISTANT PRODUCTS. 2" 6'- 10" 6'- 6" 6'- 3" 6'- 1" 1aoC,t508 41 8'- 1" T_ 6" ]'- 1" 6'- $" 6'- 5" 6'- 2" 5'- 11" d z � ('� � (� O t40C,150E 41 8'- $" T- 8" 7'- Z CALCULATED COMPONENTS AND CLADDING DESIGN PRESSURES 'LOAD' REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF LIVE LOAD z = LL Fr J ARE LISTED IN TABLES FOR CORRESPONDING WIND SPEED AND w w W 1WL O_ EXPOSURE. TABLE 3: ELECTRICAL MULLION HEIGHT TABLE TABLE 4: ELECTRICAL MULLION HEIGHT TABLE *GLASS ROOM ONLY* X X DESIGN APPROVED FOR 41PSF LIVE LOAD AT 15'MAX.CLEAR SPAN - *15" MINIMUM SOLID PANEL HEIGHT*. Z O O LL a BEFORE ADD'L ENGINEERING IS REQUIRED. LOAD AVERAGE CENTER TO CENTER COLUMN SPACING > Z Z = f- tb Z al WINUAVERAGE CENTER TO CENTE?.COLUMN SPACING > VELOCITY& co f- F- Q � W O WINDOW&DOOR ALLOWABLE PRESSURES SHALL BE PER ANY LOAD EXPOSURE (PSF) 2'.p" Z'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" m J m w APPROVED MANUFACTURER SPECS FOR SIZE AND TYPE WINDOWS REY& (PSF) 2'-0" 2'-6" 3'-0�' 3'-6" 4'-0" 4'-6" 5'-0" _ O _3 a INSTALLED.INSTALL ALL WINDOWS&DOORS PER MANUFACTURERIffE RE too B&LESS ?7 15'- 0" 13'-11" 13'- 1" 12'- 5" 11'- 11' 11'- 5" 11'- 0" SPECIFICATIONS TO MEET REQUIRED DESIGN PRESSURES AS ESS 1] 15'- 3" 14'- 2" 13'- 4" 12'- V. 12'- 1" 11'- $' 11'- 3" ' STATED IN TABLES OR AS PER ABOVE. to o B 21 14'- 3" 13'- 3" 12'_ 5" 11'- 10" 11'- 3" 10,_ 10" 10'- 6" too c.110B 21 13'- I T' 12'- 11" 12'- 2" 11'- T' 11'- 1" 10'- 8" 10'- 3" Z Z ZU °it to c,izo B 25 13'- 2" 12'- 3„ 11,- 6" 10'- 11" 10'- 5" 10'- 0" 9'- 8"o B 25 13'- 5" 12'- 6" 11' 9" 11'- 2" 10'- 8" 10'- 3" 9'- 11 12o c,13o B 30 12'- 5" 11'- 6" 10,- 10" 10'- 3" 9'- 10" 9'- 5" 9'- 1" UL U v mGENERAL NOTES oB 30 12' 8" i1'- 9" 11'- 0" 10'= 6" 10'- 0" q- 8" 9'- 4"- ?1" 9' 6" .8'- 10" t3o c,1ao s 35 11'- 9" 10'- 11" 10'- 3" 9'- 9" 9'- 4" 9'- 0" 8'- 8"1)THIS DOCUMENT IS CONSIDERED INVALID&UNCERTIFIED 0 B 35 12'- o" 11'- 2" 10'- 6" 140C,150B 41 11'- 2" 10'- 4" 9 - 9"" 9'- 3" 8'- 1U' 8'- 6" $'- 3"WITHOUT THE ORIGINAL.SIGNATURE&RAISED SEAL OF FRANK L. 06 41 11'- 5" 10'- 7" 9'- 11" 9'- 5" 9'- 0" 8'- 5" v BENNARDO,P.E. to s ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS 'LOAD'REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF LIVE LOAD U CL 2 DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR °' CERTIFICATION.HIGHLIGHTING OF DOCUMENTS IS AT THE BUILDING DEPARTMENTS DISCRETION. . Hi 2)THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE VERTICAL MULLION DESIGN NOTES: F m FABRICATLD.IN ACCORDANCE WITH THE REQUIREMENTS OF THE - W 2000 INTERNATIONAL BUILDING CODE. TABLES MAY BE USED FOR FRONT OR SIDE WALL APPLICATIONS BUT EACH COLUMN MUST MEET TABLE HEIGHT CRITERIA. (n w Q - 3),IID7MPJlCT CERnFtCAnoN is OFFERED WITH THIS oEs[GN. COLUMN STRENGTH VALUES OBTAINED FROM A SECTION PROPERTY ANALYSIS OF PARTS AS SHOWN. DESIGN DEFLECTION=U180.ALLOWABLE STRESS FOR 6063-T6 OR 6060-T61 ALUMINUM = 15,000PSI.. W N n ADHERE TO BUILDING CODE REQUIREMENTS TO PROVIDE AN _ APPROVED IMPACT PROTECTION SYSTEM AT THE MAIN ENVELOPE NOTE: USE TABLES L&3 WHEN A TOTAL OF 15"MINIMUM HEIGHT IN SOLID PANELS EXISTS ABOVE AND/OR FELOW THE GLAZING. USE TABLES 2 R 4 FOR GLASS ROOMS ONLY,W/NO SOLID PANELS F-� F- L z o OF THE STRUCTURE. W c 4) FY1cA=GAOS75TJUUCRURE MUST BE CAPABLE OF INSTALLED FOR MULLION HEIGHTS.MAXIMUM GRAVITY AND WIND LOADS ARE NOT CONSIDERED TO ACT. DUE TO UPLIFT FACTOR AT MAXIMUM WIND VELOCITY. LU o o g a SUPPORTING THE LOADED STRUCTURE AS VERIFIED BY THE ALTERNATE SPANS MAY BE ACHIEVED BY ASITE-SPECIFIC ANALYSIS OF ACTUAL FRAMING CONDITIONS.5Ec A LICENSED ENGINEER FOR FURTHER ANALYSIS AS NEEDED. N ? PERMIT HOLDER. NO WARRANTY,EITHER EXPRESSED OR IMPLIED, NOTE:TABLES 1&3 MAY ALSO BE USED FOR SOLID PANEL WALL HEIGHTS. REFER TO ADDITIONAL ENGINEERING BY OTHERS FOR SOLID PANEL SPANS BEYOND THESE SPANS. ,n v, � � orn U.1 IS CONTAINED HEREIN. AVERAGE CENTER TO CENTER SPACING: DEFINED AS V2 THE DISTANCE BETWEEN COLUMNS TO THE LEFT, 'JS;'Y2 THE DISTANCE BETWEEN COLUMNS TO THE RIGHT. Z MEMBERS SHALL BE CONSTRUCTED USING Q < Q TYPE 3005-H 14 OR H25 ALUMINUM FACINGS OR DURATEX, Q T 00 Uj EXTERIOR HARDBOARD,GREENBOARD SHEETROCK INTERIOR,(1) - 3.235- O 2.5 r J d PCF ASTM C-578 EPS ROOM CORNER FIRE TEST CONDUCTED TO STRU CTU RAL EXTRUSIONS ---•--- ' 3.097 - 'U.B.C.26-3 ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM � � rr I \ C5 ►--I .�-� a v PLASTIC SYSTEMS'WITH GREENBOARD,1.SLB EPS,AND 0.045- n t__.� �- v' a ALUMINUM.DESIGN AND CERTIFICATION OF PANELS BY OTHERS. 6O63-TG OR 6000-T61 ALUMINUM U.N.O. i..,- <_._ rn N T N W m 6)ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR �' -' r. I I ED 6060-T61 U.N.O.EXTRUSION THICKNESS PER THIS SHEET,WITH A 1 I w � +-0.010'TOLERANCE U.M.O. . � -+ 5.535 a ' 0.080 ! 7)ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHALL BE - PATIO DOOR JAMB REDUCER- 12073 ___ r�I t.;l-_-_._—J D FASTENED AS SHOWN IN ACCORDANCE WITH PROPER FASTENING PATIO DOOR HEED REDUCER-12072 - �_L - - METHODS AND CODES.ANY FASTENER STRIPPED OR NOT -- o ADEQUATELY HOLDING SHALL BE REPLACED. 4" MOUNTING CHANNEL- 11737 �. 8)FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH - _ m 1/4-DIAMETER WASHER MINIMUM UNLESS NOTED.EMBED. - I (' T `L LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR 4.425 I _ - T m o FINISH MATERIAL.' 0.070CD i 9)ALL FASTENERS TO BE 2024-T4 ALLOY,NON-MAGNETIC a STAINLESS STEEL,OR CADMIUM PLATED OR OTHERWISE 0.070 '^_ _ w c o CORROSION RESISTANT MATERIAL AND SHALL COMPLY o 0.070 N N 1 c WITHS.I.IC,SPECIFICATIONS FOR ALUM.STRUCTURES-SECTON '� 0.080 I { -- T - 1 O $ I 1 I 6 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE FEDERAL. 1 ELECTRICAL CHASE T----3.374--1 STATE,AND LOCAL CODES. i 1,1 5.210 1 COVER- 12067 0 10)THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM Y 3.561------I HORIZONTAL MULLION- 12057 Y m MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. - - ----3.757-- -T y - _ Q USE'KOPPERS BITUMINOUS PAINT OR MFR.EQUAL IN r, U LL 3J3 o ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. - 3 W S 12)ELECTRICAL GROUND AND ALL RELATED WIRING AND 4"SIDE FASCIA- 11741 ADJUSTABLE BASE CHANNEL- 12061 STANDARD BASE CHANNEL- 12059 ;a o Y - o 15 CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. _ - 12)IF REQUIRED BY CODE,THE EPS CORE SHALL BE SEPARATED ' , I , FROM THE BUILDING INTERIOR BY A 15 MINUTE THERMAL BARRIER �" �8 i m OF APPROVED I/2 INCH GYPSUM WALLBOARD OR EQUAL —� 7 —3.875 ' .>. "(GR£ENSOARD SHEEMOMiS APPROVED). �- 3.855 )Y$ L'z 2 13)ALL CONCRETE FOUNDATIONS SHALL BE MIN.Pc=3000PSI AT '� O ~4 gVg m 28 DAYS ON 2500 PSF MIN COMPACTED SOIL(BY OTHERS).ALLOW �_3.480 I• I '� N ' ]L w a LL 3 DAY CURE BEFORE INSTALLING BOLTS.CONCRETE TO COMPLY � "� `� Q n C g WITH LATEST ADOPTED ACI CODE. 0 14)REINFORCING STEEL SHALL MEET ASTM A-615 GRADE 60. °� l le i tl. WEL'bEDWIRE FABRIC SHALL COMPLY WITH ASTM A-185. - 0.070 c 15)WINDOWS AND DOORS SHALL BE IN ACCORDANCE WITH 0.090 COpYRIGHTFRANKLBENNAR00P.E REQUIRED WIND PRESSURES&A.N.S.I/A.A.M.A CURRENT SPECS 3.360 M _ LL AS SUMMARIZED HEREIN.CERTIFICATION OF DOORS AND N -4.723----i 5-HAI-0001- WINDOWS TO MEET REQUIRED PRESSURES IS BY OTHERS. N ELECTRICAL WALL CAP-12066 �w 16)ROOF PITCH TO BE 1/4'PER FOOT MIN,4'PER FOOT MAX ELECTRICAL BOX MULLION- 12070 STANDARD HCHANNEL- 12056 PROVIDED HIGHEST WALL DOES NOT EXCEED SPECIFIED HEIGHT. v 0.100 0 a PAGE SCALE: 17)ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESCRIPTION: o DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY 3.786----'—'� T CONTRACTOR,et al.INDEMNIFIES AND SAVES HARMLESS THIS Y ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES& 0.070 ^� OF � APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, - m - c 3.448 �C'Ot157ilWCT�{OP1 PRACITCES BEYOND THAT v 0.070 'E ...-SYSiE19"LiCE{370t1: 0.090 WHICH IS CALLED FOR BY LOCAL,STATE,AND FEDERAL CODES o F AND FROM DEVIATIONS OF THIS PLAN. 3.420 -// 18)EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION,NO 13.561 CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L _ ..� cTHIS.DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO,P.E.&_ 5.170 ADJUSTABLE PITCH GABLE N SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT EXTRUSION- 12068 CORNER POST- 12064 ELECTRICAL MULLION COVER- 12071 WALL RECEIVER/TOP CAP- 12063 WRITTEN COOONSENT OF FRANK L.BENNARDO,P.E.(C)DO 4"GUTTER FASCIA-11739 1 a FRANK L.BENNARDO,P.E. ' r A 0LI0 ^I I ' . ��L iTE moo FAN L CLEAR ► A �4ro ,M-:» Y _ E UiND VELOGiTI I - LI / LO ' J ADD M 11110103 DEFLECTION = L i 150 11r10103.!_.. DEFLECTION = L I 80 q . .• WIND SPEED 3".OT4 3".02 3".032 8 .03 4".024 4".024 4".0.12 4".032'6".024 6".024 6".032 6".032 8".024 8".02d 8".032 8".032 WIND SPEED 3".024 3".02 '3".032 3".03 4".024 d" .02d 4".032 4".032 6" .02d 6" :02di 6"..032 6".032' 8".02d 8" .02d 8".032 8".03'2 �.; (�' 1. It1 LL LL 8 EXPOSURE 11b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b tlb 21b 11b 21b': ' 8.EXPOSURE 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b tlb 21b 11b 21b tlb 21b a- 10 100B 20'0" 20'0" 21'6" 21'6" 23' 11' 2T 3" 24'2" 23' 11" 30'6' 32'6" 31'7" 32'5"' 33' 10' 37.'6" 3T V 38'5" 10 1008 16'3' 1 T 5" i T 5" 19' S" 18' 11" 19'7' 19' S" 24'9" 26'4" 25'8" 26' 3" 28' 1' 30' S" 30'2" 31'2' .. 15' 11" 15' 10' 17' 1" 1T 1" 19'0" 18'6" 19'0" 18'9" 22' 10' 25' 1" 27 11" 23' to" 23' 11' 26' 11" 26'6" 2T 11" 20 1 iOB,C,'1208 12' 11" 12' 10' 13' IT 13' 10 15' S" 15' 0' 15'7" 15' S" 19' 8" 20' 11" 20'4" 20' 10" 22' 3" 24' t" 23' 11' 24'9':: "m::: A= DI 'I Off; 18 9" 19'6" 19'6" 22'0" 21'8" 22'.1T 30 1408. 140C 11'3" 11'3' 12' 1" 12' 1" 13' 5" 13' 1" 13'7" 13' 5" 1T 2" 18'3" 17 9" 18'2" 19'S_ 21' 1 20' 11' 21'::: " ::;::;;;::;:;. 30 1408, 140E 13'S' 13'4" 14' 10" 14' 10' 15' 10" 15'3" 15'6" 15'4" 18'8' 20'6 _ - - .. ;• - - " 16' 3" 16' 1T 16' 11" 19,0" 18'9" 19'9" 40 150B, 150C 10'3" 10'2' 11'T 11'0" IT 2" 11' 11- 12'4" 12' 3" IT 7" i6-7" 16'2" 16'6" 16' 11' 19' 0" 18' 107. 40 1508. 150C 11'8" 11'6" 12' 10 12 10 13 9 I3 2 13 5 13 3 16 2 17 9 _ - 1 - - ---- LLI. t ' " 50 i608, i60C 9'6" 9'S' 10' 2" 10'2" 11' 4" 11' W 11'5" 11' 4" 14'S" 15'S" 14'T 15' t" 15' 1' 17' 0" i! " 10'4" t l'6" 11'S" 12'3- 11'9" ITT 11' I T 14'5- 15' I T 14'6" I T 1" 15' 1" I T 0" IV 9 7 8 -- -- __ r _ 50 1608, 160E 10'S - -- <' ,l 10' 8" 10' 4' 10'9" 10' 8" 13' 2" 14'6" 13'4" 13'9" 13'9' 15'6",;: #5: .# '1^ :;:( :;:,:;:::' _ L94"- 11'0" 1 a 10" 13'2' 14'6" 1 T 3' I T 9" I T 9" 1 T 6" i T 3' 16 1" 60 1758, 175E 8' 11" 8' 11' 9' 7' 9'7 i 60 758 175C 9'6" 9'S" 10'6" IT S" 11'2 -- _ --- -- -- - ' 11'S" 11' 11" 11' 11" 13'S" 13'3" 13' it' BO 1808, 180E 8' 1" 8 1" 8' 8" 8' 8" 9'8" 9' 4' 9'6" 9' 4" 11' 5" 12'6" 11'6" 11' 11" 11i l35" >. :.......0 8'3' 8'2" 9' 1" 9'6 9'4" 11'S 12 6 1808 180 �. :<� 80 i ><:>::::Z:>•: tvtoro3 DEFLECTION L DEFLECTION= L/ 120 1 • WIND SPEED 3".024 3".02 '3".032 3".03 4'•.024 4".024 4".032 4".032 6".024 6".024 6".032 6".032 8 .02.4:.8".024 Z " r. " " " 4 8•' 032 8 .032 ::::::::r-r . ' 3".03 4'.02d 4 .024 4 .032 4 .032 6 .024 6 .024 6 .032 6 .032 B .024 8 .02 LL 11b 21b 11b 21b 11b::':> s:?21b 114.::: ;;> W ::!(:::: WIND SPEED 3".024 3".02 3 .03 8 EJCP URE 11b 21b 11b 21b 11b 21b 11b 21b 2..(ti.:::.;.::::, .::::. z::, ,.,:Ef1 b 11b 21b 11b 21b tlb 21b *""><::z;`4;sL w LL 11b 21b 11b 21b 11b 21 ;:"» A 4> .. W 21b tlb 21b 8.IXPOSUIRE 11b 4' 10" 4' 24'e"[ >6':5.;:;..: 8:.::7 28'S": .._> .::z> `<»il::..; 1« :s>'(''- 10 100 15 3 15 3 16 5 16 5 18'3" iT 9" 18 5' 18' 3" 23' 3" 2 2 2J : 1 2 a 4" 21'1" 2a 11" 26'8" 28 5' 2 T T 28 3" 3a 3" 3Z 9" 32 6" 33'T 1 ;: .;:. ;:.;:-;:.:.: o" 1S 9" za ... " 1 T 5" 18' 1 < 1ooB 1T s 10 13'0" 14'6" 14' i" 14'T' 14'6" 18'6" 19'8" 19'2' :19'1``` `<2Q.:. €. .22 22'7' 73':;:3'::�>::`> :z>::::<:::.-:::::.:::: Z " 22 5" 23 11" 26 0" 25'9" 26 8" 20 1108,C,;1208 12' 1" 12' 1" ITT 16'9" 16 7" 21'2' 22' _ - 16 r ::::<:::<: ::: . w 11" 13' to 14' 11" 1�' 11 16 T - " 1)f 20 1108,C,120E 13 1 '4" 10 2" 1 T 2" 16'9'::>`st7`3>t"; :18s'.t' 19' 10" 19'8" 20'4`` > »::: :; �, t 4' 18'6" 19 8" 18 9" 19'6' 19'6" 2Z 0" 21'8" 22' 10" 1408, 140E 10'7' 10'7' 11'4" 1 1'4" 12' 8" 2 12'9" 12 8" _ (1) 30 1408, 140E 12' 1 1 2 1" 13'0" 13 0" 14'6" 14'1" 14'8 ::: '";':':':<::>'.:: ::: Z , 40 1508 150E 9-7- 9'7" 10'4" to 4" 11'6" 11' 2" i1'T i i'6" 14'8" 15' 7" :; >: ? f7 ::.18 0" 17' 11' 18'S" <Z .': i IL .. 16'2" 1T 9" 16'3" i6' 10" =I- 17 18 10 19 9" Z1' 1 13'2" t2'IT 13'3" 13'2" a ,Q K - 40 150B, 150E 11'0" 11' 1a 1 7" 14 6": 4'1"•< ;14 :T tis;:9 16' 7" i T V 0" 1T 8" 50 1608, 160C 8' 11" 8' 11' 9'7' 9' 7" 10' 8" 10' 4" ITT 1a 8" 13 :;<.::.;;;:.;:..; 0" 11' IT' 14'5" IT 10- 14'6" 157 i- 15'1" 1T 0" i6 1 _ •i IQ ,I� ,u W 12 r 11'9" 12 - So 8 1 hoc 1 a 3" 10'2" 11'0 11 :>:�:.:: LL V 9" 11'0' 1a 10" 1Y 2" 14'6" 13'3" 13 9' 13 9" 15'6" 15'4" t6' 1" 60 1758, f75C 8'S" 8'4" 9'0' 9'0" 10'0" 9' 9" 10' 1" to 0" 12'9" 13`8": ;�3^�:"-:' �13 .... ..;3".9,,. ..,�,f ; ..15'S" 16' 1" 60 1758 175C 9'6" 9'5' 1a 4" 1a 4' it'2- to ''S' 11' 11 '1<1=:t:' :f '- :'::;.4" 13' 11" F- 13 11" 80 1808. 180C T 7- T 7" 8'2" 8'2" 9r 1' 8' IT-1 9.2" 9r 1" i l'5 12' 5" :fi::. 4 ..: .:`,�.::: �..- OB 180E 8'3" 8'2" 9' 1" 9 i" 9'8" 9 4" 9'6" 9 4" `i 1'S" 12'6" 11'6" t t' 11" 11' 11" 13'S" 13 3" W 80 1 8 W T N=�. -- 1 A TI N M J 0 T� E G WITH E T B� U E D W EX TREME NOTE: IMPS - 1 H-, - � N51p=RATIONS: I) THIS C�� 4a�[C3E�� ;v.:aL D tr _N � .. _D �;..�-. __D � TABLE VALUE DERIVATIONS: OT +=R1 DL54GN G.i - n 1 J ;,-^�; i ;F Y - UP rO 3' wlr , v:LUES FRANK L. C'lt ��.> Gi#== Ts 115 5:;=cT 5-1..L_:.; f:�l N A Z IN5TRUCTION5 FOR TABLE USE OPEN I ENCLOSED STRUCTURES: FRONT C/cR4.L^�IO - r le T-I • oiu =CP RED 'ELITE`"'5-4tsiF ;T 1= PL4N FACE O.;R: SNOT - _j Q = c T= LIVE✓= LOAD t ❑' - CALCULATIONS BAS=D ON ASc= l_aa �U.PRS. FIG. o.s, f<d:0.a5. ABOVE . ADC �-..._E L_NG. -• .W=LL wID t- nl Q� I VERIFY A, PRO, RA _ _ _ L WIND PR_a5URE - - c ^ =.�v= ENGTFJJ VALID FOR lJ ' < <' <' (L ► c_ I " 200 s it MIN. ROOF AR=A, THETA LESS THAN 10 dig, A♦_RAGE Or- MWFRS ZCNE5 TOTAL ..L L + }.::.... �.::. Q D�-LECTION, WIND vE_OGIT. , AND q po 2-� L c " I/_ Mr.'/..UN��:. Or�.:_D,SID= OVER�».�\G IS � - OF P_\=L •• A T�RATICN� s3i��{:t::�>0�. ,.`�:�1.....�LIGi-1TitiCscC2 OT%==R �/ � c{l EXPOSURE WITH GOVERNING 2 i 3. t 11Cr C12' FOR P-"N=L WIDTH) MGR<INGS TO .1�E�Q_Q. 4I;;?:;.>.;;1: RE NOT P_-d ITTED GRID Q W `i MUNICIPALITY AND BU!LD!NG _ ,• �i r I -• .O2 P�=N=LS CBTAINEp FROM - -- - - �,c -„ - INVALIDAT= OUR C :: €( G71:Qi I- t- LL 0 CODES IN EFFECT FOR THE VALUES FOR s'. 1 a'-IL3 __B .03 L^ RCCF PI':Gu r0 a_ I;1 -=R FOOT MiN, 3 _R�.0 ._ -„ , -- U TRt: TURAL PROPERTIES DERIVED FROM CERTIFIED T_5T REPORTS BY OTWER5. lam_ 2J TI;15 SP=GIFICATIJ�`!�E i ty::; 7F 't ::t:0 T IE R=� l,l-<c'"=NTS. �/ W PROJECT LOCATION. FIND 5 , G F PANELS WER= DERV=D ZY =XTRAPOLATION OF r max. OF THE ?v00 INTERN 1 (1�'.'Ee P.tL` LZ ING COD=. 15:'a BCGA, Q Q t J C VALUES FOR R7 .032' ROOF ::i: ;'> :::. ALLOWABLE ELITE ROOF LEAK AT >- r A 5PECIAL '51TE 5PECiFiC' 5EAL=D ENGIN__RIN 3;f ... 19a1 UBG, 1991 SBG, NTR�.GT ,R 5 -LL (1 q .� -^ FOR D - c - - F M =iiPIRIC "" DATA ! EiCTRARCLATION FROM =„, cr = - DcVIAT= FRCMsi#Ei'f:�'` i»E;><: c _n-c Ai NF f::: s-�I L G�JVERNING UILDiNG �I SPAN IN -BLE5 C V SLUES FOR 8' 1_Rc D=RIVED RG BE R_ -L R_J !v ORDER •O _ �i/�STIGrI_ ND GO O � J � 0 LL I i c _ ,F� _- -- - - AN=' VA 'J_5. -- p/' P=.N5 CCNTAIN=D HI ,-''�..1?'!iG ii iiiiE: i E;?:i:/';s' - - - - 'r fi;...- n oo Y_ _ it /'- r W APPROPRIATE E PA\_L D_i I•+, cSr ..<EPORTb ON 3', 3, 1 OTG IER.P __ L ^ = C-rL_.rT INS. ANO 5 r M T - ,- ._ .- - - I F _ ,::i4egODc Ai icNDl`fcNT ;1t;HIGH ,.,.ti11 L D=� �NI _<IT_RIA Z I c n c cc F M 7-SLING ,.R MAXIMUM M.� _N - "�r=moo I _.I N T::_ T.]B__ la'�f�7: _<.:::?�'iEiEiE`:;::;::....� � �__ ^cam - r - ♦� - Z FACING THICKNE55, AND EF5 CORE MAXIMUM OF CALGUL--T_D D_• LECTION RC _ _ LINEAR ... _ .. <._ - ;;:. ::,CND 5 _1T=D,;4 '___ MAY R= •UIR- =Z)D11 IG.-_ 51T= Z - W .i - - 0 .:J15-' C=G-lltcsl ULT, Illvi YIELD - -- 0NT CT - - 1: Cl� -- - c -- u-i(o L�RDENED TO 3.03 PEr�iliri-D. G. . _ _ _ MiN -5T El USING BOOB - R ....TER ! '#rt'" _I -:a WEIGt-1T SELECTED,cD. l.c_ GREATER _ --- - �~� �;i WORDING STRESS USED) MIS =NG•v=_R, ,R lr= _ -- A R MIN. WIND o.5 c- ::>.. f:#1 1 r:. N I R «:3*Q.-R. LL GGREFULLY C1111 =< Q N p, MIN. LIVE LOAD O = LIVE LOAD V:Lu_5 ABO✓E _ LOAD IS FACTORED INTO El DERIVATIONS G L c' s SURE TO - .. li E>..::ID Is:. .OAD5 ON. RO \�LUD \.� ��T NO i V_LOG I TY EXPO ;>;::::.;;:.. ::::::>:::::;:::.;:.:. "•r A 7 FROM UPLIFT. CALCU_ C 5 _ �o i Sl.� R _D. - -- _ - --- ai :: '' T-_ n, tllr L1 Q _I ::1 #1 ]i* c.;:::C, .._NT2 cD LO -D5 lL c >L......... 1TC7:::..................::. i .SIGN CR,T_RI TI,.S aDD.: CNAL v ii -Pit IERiA SHALL BE PROPERLY tN1-_YZcD .00NAL ENri[N1E=R. - J JOINT o a_-L JO , ANEI i': .St 2dt `1 C SCrZEu*` IEx^o:.. dJ Cf27F"C� t-TiE ROGF AND WALL M�cMBCR5 SPA' L B- W 7 CONTINUOUS, ° o LL ° P %'>#.•'r•.+.'''3*.'.,.".'a�p'.�.'1,? ruff'.=.aEtKs'Y!j..u?o GONSI'.;..fw':3' � USING T7-PE 3003-NI5-1 ALUMIN;U I FAGING5, Z t� 1�.:... o - ° o°, ° DEr'�TF-1 ' :;: as`> 's>:> ?L,ruT PtGsiR......• :.....•.=`' - <,-.: _ A -'LATER BR,4ND EPS. ADNE<E TO ANEL / SRAN DESCRIPTION: CAULKING ° ° ° ?PCF AM c 5 a c RPt EPS ROOF P ° ° ° :::<.. F ss...... �e scYLl 1+kz:`:":;:,,."'«:<::: <»::;::>;. ::::: :: >';':>:: UMINUM FACINGS WITH ASt lLAN1D CNEMIGAL 202✓0D ISO J =CTION cc <:<::;:;;`:<y<:;.'`:::>::: >;>::'> tM tqV #L7. - ::::::: 'ram FAB2IGATION TO BE 3Y ELITE PANEL FRODUCT5 4 MAX WIDTH INTEIRLOGKING PANELPANEL INTERLOCKING GROSS 5_ Q "':.; i3t7}EG Ta1P=::lilt::::::`•::::..;.;';:•:. �•....• Y IN ACCORDANCE WITH APPROVED FABRICATION ' ... "...r�C•'....:iiii` o : I/ • C - ::':i:: :<es:..;;`::a:;Q<;:::<::?r;:.:;.:d , <;::;::;:. :.':>TPODS. ovation' s /FT MIN SLOP DEP I�+ Buildin Inn ".;:a. ;:.,.¢,:: •.;;::;':'. o.;c >::= V) ENGINEER SEAL 4PFIXED WEIR VALIDATES D=SIGN o .. c ^ -E o o €<<# `'OF SPAN CHART VALUES AS 5POWN ONLY. US OF THIS o ° o EPS �' ' � , o o �:�_IyIt�G%. :;: : �:::;�:;;:::;::?R:::::;.;�::>:::iD::::::;� - - - ELITE ° CORE I to OR 2 lb ° �.�y�h=_ ;:..:.;<:::::.::a;::: 0 0 0 ".:E? F#Ef ;::` >:f1E 'SPECIFICATION BY ELITE, et al. INDcMNIFIcS AND SAVES ° .R,/ HARMLESS THIS ENGINEER FOR :ALL COSTS AND DAMAGES Panel Products INCLUDING LEGAL FEES AND A=FELLA I E FEES RESULTING fA FA RICATICN 5Y5TEM ERECTION, AND R=V151cN5 FROM MATcR L B I -J - o � - RIPTI N LEAK SPAN (_) INSIDE TO ,NSIDE /H c^ -�1'r`Np Ti-!AT WHIG.� I" -_- , GONST!ZUGTION PRAGTIC_� BEYOND a 24' m32' TOP 3'0• MAX, 2Sio ,,. x aestK' CALLED FOR BY LOCAL, STATE, AND FEDERAL CODES m OR d INS Or PANEL < /I �g,<r•L;Gur dF_N AND FROM DEVIATIONS OF T=15 DETAIL. TuI" -- BOTTOM FAG .•s5 _ o) EXCEPT AS EXPRESSLY � RO/IDE D IN J DETAIL,AiL, NO I ADD THK OF L;11DTN s SIDE15 `\\ c_Nc:>ulrF_. REFER TO ADDITIONA_ ENG-INEERING 5NEET5 I F T TAL ��\� N, -1�-ORco'=ee_ CERTIFICATIONS oR AF=IRranoNS ARE INTENDED.. - FOR ROOF CONNECTIONS E SUPPORTING WALL FOR O y csL-: Nrs PANEL. 5PAN: �,I�I,,G THI5 DOCUMENT 15 THE PROPERTY OF FRANK L. STRUGTURE DETAIL B�" TNIS OR ANY OT{-IER wrEGrZITY s- BENNARDO, P.E. AND SHALL NOT 3E REPRODUC=D OR �� -: ENCzINEER. THIS SHEET GERT1=1E5 ALLOWABLE MODIFIED 1N WHOL=_ OR PART WITHOUT WRITTEN GCNSENT Jc3 •: 21��I=- "-' �� • ROOF SPANS ONLY. FAN �-�''' OF FRANK L. BENNARDo. P.E. S:-�=ET: l OF I J A n T N I r-"%1 1(--r n T r77 C- T!\I e- N I A C--r F_-r-) V L_ I i 1 v L-1 v_j -j I i\.L L_-.,) L I rA-) i L_i�, ...... AVG. COL. WIDTH FRANK L. BENNARCO,P.E. (2) 10 EMS TOP ONLY, D.C.T&B\ 36" - 60" C/C Y,-X SY,-LAG BOLT AND W --------- .�.d-O' `6 4�RSgOil 0.8 'PLAN SHEET - GABLE ROOF EDITION L F .0. OCA7ED I I"D.C.(5)PER, SPACED 12'D.C. S .0,-" ii-P ANEL,PENETRATE THROUGH ROOF SEAL ALL JOINTS AND CREW .1 �.0.'.*.,1*" ,- - I PANEL TO WOOD CARRY BEAMS HEADS EXTENSIVELY .80 �; - .1 MP5 .0...Roof IANIL��E ... �2063 FR A - -TABLES ONE..- Y.,LAG BOLTS U�#14 EMS oo, A O.E 3.25"WALL PANEL EXTRUDED SHER S?M C A 0 k .0 -0 ER(NON- BELOW AND/011 00 %0 PANEL E�'D 05 ALUMINUM COMPOSITE ROOF PANEL _iw,- EUT 0 RIDGE BEAM,SEE LIFLAL)AT 0 CP, NURATE HEADER 10 5- Rucrl ABOVE WINDOW MRSIFOR ADDITIONAL CHED ENO 00 0 0 0*** . '.,,I . DETAILS,TYP. 0 .0. VAL l0j-() IBIEifo A ACH HARVEY MOUNTING CHANNEL,PART fil 0 �0 ��-o _�-e. 120,6 IT 0 -H25 �A;0 ONLY'.VIT -[',E 737 T .024*ELITE ROOF,3005 (2)LAMINATED WOOD VERSA-LAM BEAM, EE 1171 1205� ALI IM.W/ 14 SMS 2'&4"FROM ENCLOSURE PITT S U O.0 BOISE OR MANUFACTURERS W E 2067 V) END,6' (9)PEh 4'PANEL TOP&BOTTOM, N LU 0 MAX C F OLUMN LOAD-41PSF,MAX COL EQUIVALENT LOAD TABLES,TO BE VERIFIED& 2066 .ERIGHT=10FT,STYE SPECIFIC ENGINEERING APPROVED BY OTHERS FOR SIZE G ca WINDOW 11 NOTCH OUT ELECTRICAL MULL1014 .0 0 a. REQUIRED BEYOND THOSE SPANS TO BUILD A POCKET TO ACCEPT TYPE MAY VARY, _.-0 0; LAMINATED WOOD BEAMS. I L 0.. ..0. 00 -CHANNELS WILL RUN UP THE PAN EL 0 INSTAL PER MFR. H MIN 4"WAL 4. 'r 0 (y) 0 uj cli C) SIDE OF THE WOOD BEAMS. ry) 0 SMS,TYP.,(4) REQUIRED .0 #BXY PER ko U SPECS. D.C.MAX IN INTEGRITY OF HOST COLUMN,8 STRUCTURE BY OTHERS. OPENING SHOWN 0 BETWEEN LU Lu FOR 72"X 80'- HARVEY 2057 a: M A) 0 0 ENS RE ROOF PANEL SYSTEM VINYL PATIO DOOR,SEE LU z p PROVIDE ADEQUATE ROOF CURRENT TEST REPORT FOR ISLEECURELY ATTACHED TO '1��D ETA I L 'A' 0 1 -j < DIAPHPAM. DETAILS,MUST MEET L10 LL 0 Of N REQUIRED PRESSURES CONTINUOUS SEAL INSIDE 1, 1-) z w W x USE AVG COL WIDTH TO -10 OUTSIDE W/DOW CORNINGe x W w 0 795 OR MANUFACTURER DETERMINE ALLOW.COL.HT 12057 < 0 z Z X RATED EQUIVALENT TO BE 12056 12116 z U OPTION HOWN TO ADD VINYL DESIGNER SHAPE VINYL VERIFIED BY OTHERS,TYP. 3 25"W�LL PANEL Z PW AT TOP SECTION.ATTACH WINDOW TO COLUMNS AT In BELOW AN 1-- cc) Z LZ 1p,q IAMBS Wl 13 S'-!S,2-FROM EA END,CONTINUOUSLY IJ H D/OR w < 00 w 0 SEAL W/DOW C'�RNINGa 795 AROUND PERIMETER OF ABOVE WINDOW Co -j af 0� 10 ED Lu TO CURRENT TEST REPORT FOR WINDOW.REFE' ADDITIONAL DcT"ILS ON WINDOW.IF GLASS ROOM HARVEY VINYL _j < 4 < ONLY APPLIC-Ofl,MAX ROOF LIVE LOAD=40 PSF, I ROLLING WINDOW (3)#10 X 3/4-SMS MIN.AT y Cl) z 0) C) v 110 .1 SAX RCOF 5'PAN-'13',MAX COL WIDTH=3.5'ON COLUMN,TOP&BOTTOM,(2) Z z u 11 FLIPPORTING SIDE,WON NON-SUPPORTING SIDE,OR BETWEEN COLUMNS,SPACED EVENLY 0 < 0 OR MAX ROO,LIVE LOAD UP TO 60 PSF,MAX ROOF af LU SPAN=15',MAX�0-_'.VIDTH=3.5'ON SUPPORTING EAL INSIDE 8, , 0 CONTINUOUS S TYP. ELEVATION 117 C) 0- ATTACH ELITE ROOF THROUGH HARVEY SIDE,WON,iCN-SUPPORTING SIDE ADD 6"COMPOSITE OUTSIDE W1 DOW CORNINGe :5 MOUNTING CHANNEL,PART 911737 TO PANELS ABOVE WINDOWS TO CARRY ROOF LOAD, 795 OR MANUFACTURER HARVEY VINYL PICTURE WINDOW - w G UNLESS ADD'L ENGINEERING IS PROVIDED. TO BE MIN 2-SOUND FASCIA W/Y.-X 2V�-LAG TYP. BOLTS OR TO CONCRETE OR FILLED A--- �71E MASONRY W/V.,X 13/'EMBED TAPCONS, 2' 4"FROM ENDS,SAL 6"O.C. #8 X I"SMS THRU SCREW SPLINES TO STD. 2057 X 3/4-S IN.AT < E EA COLUMN TOP&BOTTOM, -YP. H CHANNEL,T STACKABLE HI H (2) 2i . . IMP BETWEE�COLUMNS, SEE 10 0 ACT POLYSTYRENE SPACED EVENLY HORSESHOE SHIMS DETAIL :0--0-- USED TO LEVEL AN Y'X ll/"EMBED TAPCON, 'A' UNLEVEL SURFACE,UP OR MFR.EQUAL OR 9 14 LU H TO I%%LOCATED X I'/"EMBED StLF LU < z V X IY"EMBED TAPCONS OR BENEATH EVERY 0 DRILLING SCREWS 1'&3 :E 3� "to, MFR.EQUAL OR 1114 X 1 y 0 o" VER ICCAL MULUDNC,. Y2"FROM CORNE ui 0 EMBED SELF DRILLING SCREWS MUL " '__q SPACED JL6� FACES OF EACH SID, I-&3112-FROM CORNERS& I ED, FACES OF FACH SIDE OF VERT. V�RT.MUL.LJOI`:�;&16" -,1 < Ir CO < ;2 MULLIONS 11 16'MAX.C (3)#10 X 3/4'SMS MIN.AT EA MAX. -C.IN BETWE:EN, LU CD V, BE-TWCEN,ALL SIDES,SEAL ALL COLUMN,TOP&BOTTOM,(2) ALL SIODES,SEAL ALL Of In w '8' � BETWEEN COLUMNS,SPACED EV < r� Pt ]DINTS^-SCREW HEADS CNL C."T.S&SCREs'l HEADS C-1 JOIN)SIVEL': \sz EXTENSIVELY CONCRETE OR RE U) 2_ C', > WOOD FOUNDATION 1 0 ON Ln CONTINUOUS SEAL BELOW FOUNDATION co < tt 5ASE CHANNEL W/ CONTINUOUS SEAL BELO'.1 < Y2"MIN. 21j"Mir BASE CHANNEL W/ z '. NDUSrR;AL GRADE NC.EDGE 4 M INDUSTRIAL GRADE 0 C3 00 LU F ADHESIVE SEALANT,rYP. �'C, �_CONC.EDGE-4 ADHESIVE SEALANT 0 r- _j 2� DIST. DIST. TYP. 2: -1 2 -OB < 1� B SECTION THRU WALL SYSTEM LU OPENING CO H Sim. Lit) 0�' Al 0�0 ui < In W '0 X 1Y.-EMBED > TAPCONS TO #8 x SMS 0 1 1 b.l.% MASONRY,OR Q 2 FOR 36" X 8C co . _j 0 DOORTO C I YR.,12'O.C: #14 X 1�1,- LU IL EMBED SELF .8 X Y" -2- D-LUNG REQUIRED TYP. CREWS TO MEET Sim. F- CL < 1205 X C? PRESSURES WINDOW dL 12056 12056 -114 2 WOOD 21j"MIN. C-16*MAX. CONC EDG (BY OTHERS) TYPE MAY 12070 E GABLE POST -9 0,0 �'0'0%_o 0 DIST. 5p li F . C;-0�je VARY, �11 0'Z "M OF OPP. CAL MULLION, ATTACHED To 5 LAS W/ 1.0 0 0 0-1,O�-1'0 .0� 'A X 2 L/. #14 X 2'SELF DFULUNG '0 MS,TYR. ELELTRJ 0010"" , INSTALL PER 11 S rF MFR. SPECS. H IF - I \\-.j TAPCONS OR SCREW,TYP. -.1 .'p.. 12"O.C. 10 000 1 01 1 1 11 1 CONTINUOUS Cl #14 X 2 Y2"SELF -N ir4SIDE 0� 10 DRILLING SCREWS, &OUTSIDE 2&4"FROMTOP& 0� 12071 \(4).8 W,D.W x 8 0 0 X 1w S SOT-TOM,18-MAX.D.C. 0. SE CORNING MS C.N'NU.U� L ENS TOE- INTO .*0 0 U_ &OUT IDE W/JNOU5T,!A-_ CHANNEL AS o 7115.TYR. z D R� S /4"SMS 12"0 C SHOWN ARO ND Ia. G DE ADHESIVE MIN PERIMETER COLXIN'SIDE&OUTSIDE T ALL PER 10" MIN C 11/v TYP.A. SEE ELEVATION TYP_12-O.C, OF ALL �u� 0 0 FIANELI C ".j I t, 0. LZ 3K d�cp.0 0'.00'.Opc� x 0 SEE TABLES#1 OR 3.S2 IF IS-MIN MS,TYR -.0 PLAN VIEW SECTION BELOW WINDOW ,#" 12 O.0 60 PANEL AT TOP AND/Olk BOTTOM, 0:. OTHERWISE SEE TABLES 02&I FOR ALL GLASS APPLICATIONS #8 X Y.-Sms,Ty #8 X 3/4'SMS 12"O.C� 513.15. 056 R,12-I.C. 51 -1 -.1 12056 SEE ELEVATION 12a% 5 2 12 PER COL.INSIDE&OUTSIDE 20� 120 CA) U) -0 0- 5- '�e of �2 CABLE RD T Oil tic Lu 8C, M BLUX A F of i . . . X ELECT CALMUL ON, I I TTACHE'DU To SLAaUvi�I -E'MBI'D SELF COPYRIGHT FRANK L BENNARDO P.E. DR % 000000 12056 l'LUNG SC�El�.�YP .-'-'.o 0 05-HAI-0001-b PAGE SCALE: - E 4'MIN.CONCRETE SICAB&FOOTING OR 0 DESCRIPTION: CERTIFICATION BY OTHERS) 10" MIN �4)#8 X Y."EMS tED By WOOD DECK SIZED AS REQUIRED BY CODE/BUDG DEPT.(DESIGN 8, 0 HARVEY VINYL PICTURE WINDOW FASTEN TO COLUMNS AT B R UB A NTO BASE HARVEY VINYL DOUBLE HUNG WINDOW HARVEY VINYL ROLLING WINDOW CHANNEL AS OF JAMBS W/#8 SMS,2'FROM EA END,CONTINUOUSLY SEAL FASTEN TO COLUMNS AT IAMBS W1#8 SMS,2"FROM EA END, FASTEN TO COLUMNS AT JAMBS W/#8 SMS,2-FROM EA END, SHOWN AROUND PERIMETER OF WINDOW W/DOW CORNING 795, CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOW W1 DOW CONTINUOUSLY SEAL AROUND PERIMETER OF WINDOWW/ 2 TYP.REFER TO CURRENT TEST REPORT FOR ADDITIONAL CORNING 795,TYP.REFER TO CURRENT TEST REPORT FOR DOW CORNING 795,TYR.REFER TO CURRENT TEST REPORT DETAILS ON THE WINDOW ADDITIONAL DETAILS ON THE WINDOW FOR ADDITIONAL DETAILS ON THE WINDOW PLAN VIEW SECTION THROUGH WINDOWS n� I-v Tnln c nT�c Tnlr' n^ /\ c-r�� n /� ,N c�.J�� _.r'ABLE F D TT - _ I I I/�_hVL I LIVLJU�,Tf\1L.1 , 1 , C. I' Ih1J Lf'11V mil it-LT �7 L I\nn 1 ANKI:BFNNARDO,P.E. ✓DESIGN NOTES TABLE 1: STD. 'H' MULLION HEIGHT TABLE TABLE 2: STD. 'H' MULLION HEIGHT TABLE -� ` ' 2000 INTERNATIONAL BUILDING CODE,ASCE 7-98 IMPORTANCE *15" MINIMUM SOLID PANEL HEIGHT* ( *GLASS ROOM ONLY* V 0 CAT=I,I=0.77, Kd=0.85, Kzt=1.0, Kz=TABLE 6.5,255QFTTRIB WINDLOAD AVERAGE CENTER TO CENTER COLUMN SPACING > LOAD AVERAGE CENTER TO CENTER COLUMN SPACING > , L AREA CONSIDERED FOR MULL CALCULATIONS,ENCLOSED PATIO VELOCITY 8, VELOCITY& i STRUCTURE EXPOSURE (PSF) 2'-0" 2'-6" 3'-0" I 3'-6" 4'-0" 4'-6" 5'-0" EXPOSURE (PSF) 2'-0" 2'-6" 3'-0" 3'-6" 4'-0" 4'-6" 5.",?"= �'•4 ou F '09(s) Y qh=0.00256*Kz*Kzt•Kd`V'V*I �,;,•�. VALD NiYWITHRAIs D P=qh((GCP)-(GCPI)), GCPi=+/-0.18,MRH=15', ZONE 5 100 B 8 LESS 17 11'- 1" 10'- 3" 9'- $" 9'- 2" $'- 9" $'- 5" 8'- 2" t00 a&LESS 17 10'- 10" 10'- 1" 9'- 6„ 9'- 0" 8'_ 7^ $'_ 3" $F ' _AL Ln A 1/3 ALLOWABLE STRESS INCR.WAS NOT USED IN TABLES. 0 I 100 C,110 B 21 10'_ 4" g'_ ]" g'- 0" 8'- 7" 8'- 2" T- 10" T- 7" 100 C,110 B 21 10'- 1" 9'- 5" 8'- 10" 8'- 5" 8'- 0" T- 9" 7' EXISTING WINDOWS&DOORS LEADING OUT TO PATIO ENCLOSURE N-� 110 C,120 8 25 g'_ g" g'_ 0" 8'-, 6" $'- 1" ]'_ g^ ]'_ 5" ]'_ 2" 110 C,120 B 25 9'- 7" $'- 10" $'- 4" ]'- 11" 7'- 7" T- 3" 7'- 0" - :. . MUST REMAIN. IN WINDBOURNE DEBRI AREAS,PLEASE ENSURE 120 C.130 B 30 g'_ 2" 8'- 6" �7' - 0" T- 7" T- 3" T- 0" 6'- 9" 120 C,t3o a 30 9'- 0" 8'-. 4" 7'- 10" ]'- 5" ]'- 1" 6'- 10 6'- 7" U (n THAT THE MAIN HOST STRUCTURE IS PROTECTED WITH IMPACT } t• N Iwo co RESISTANT PRODUCTS. 130 C.140 B 35 8'- 8" 8'- 1" - .7" 7'- 3" 6'- 11" 6'- 8" 6'- 5" 130 C,140 B 35 8'- 6" T- 11" 7'- 5" 7'- 1" 6'- 9" 6'- 6" 6'- 3" W N # 0 140C,1508 41 8'- 3" T- 8" - 2" 6-- 10" 6'- 6" 6'- 3" 6'- 1" 14oc, 1508 41 8'- 1" 7'- 6" 7'- 1" 6'- 8" 6'- 5" 6'- 2" 5'- 11" - U CALCULATED COMPONENTS AND CLADDING DESIGN PRESSURES LL W = (0 Z ARE LISTED IN TABLES FOR CORRESPONDING WIND SPEED AND Z (� 01 O O EXPOSURE. 'LOAD' REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF.LIVE LOAD = J Z DESIGN APPROVED FOR 4IPSF LIVE LOAD AT I5'MAX.CLEAR SPAN TABLE 3: ELECTRICAL MULLION HEIGHT TABLE TABLE 4: ELECTRICAL MULLION HEIGHT TABLE o Z Lu w BEFORE ADD'L ENGINEERING IS REQUIRED. *15" MINIMUM SOLID PANEL HEIGHT* *GLASS ROOM ONLY* W )( L W WINDOW&DOOR ALLOWABLE PRESSURES SHALL BE PER ANY Q Q Z ~ APPROVED MANUFACTURER SPECS FOR SIZE AND TYPE WINDOWS 12071 VELOCITY& LOAD AVERAGE CENTER TO CENTS%COLUMN SPACING > VELOCITY& LOAD AVERAGE CENTER TO CENTER COLUMN SPACING > Z Z O 0 W O Q tLl — I m Z LL INSTALLED.INSTALL ALL WINDOWS&DOORS PER MANUFACTURER I (PSF)., 2'-0" 2'-6" 3'-0" .3'-6" 4'-0" 4'-6" 5'-0" - (PSF) 2'_0" 2'_6" 3'_0" 3'_6" 4'_0" 4'-b' 5'-0" f- P Q m W O EXPOSURE EXPOSURE m SPECIFICATIONS TO MEET REQUIRED DESIGN PRESSURES AS - J � N m W STATED IN TABLES OR AS PER ABOVE. 100 B&LESS 17 15'- 3" 14'- 2" 13'-14" 12'- 8" 12'- 1" 11'- 8" 11-- 3" 100 B&LESS 17 15'- 0" 13'- 11" 13'- 1" 12'- 5" 11-- 11" 11-- 5" 11-- 0" _j Z) p 0 0 100 C,110 B 21 14'- 3" 13'- 3" 12'- •5" 11'- 10" 11'- 3" 10'- 10" 10'- 6" 100 C,110 B 21 13'- 11" 12'- 11" 12'- 2" 11'- 7" 11'- 1" 10'- 8" 10'- 3" Z U) Z Q M v N N 110 C,120 B 25 13' 5" 12' 6" 11' 9" 11' 2" 10'- 8" 10' 3' 9' 11" 110 C.120 B 25 13' 2" 12' 3" 11' 6" 10' 11" 10' 5" 10' 0" 9' 8" Z I - U GENERAL NOTES 120 c,130 B 30 12'- 8" V- 9" 11' 0" 10'- 6" 10'- 0" 9'- 8" 9'- 4" 120 C.130 B 30 12'- 5" 11'- 6" 10'- 10" 10'- 3" 9'- 10" 9'- 5" 9'- 1" w n > W 1)THIS DOCUMENT IS CONSIDERED INVALID&UNCERTIFIED O _ LL. I I 7 (fl > U 3 WITHOUT THE ORIGINAL SIGNATURE&RAISED SEALOF FRANK L. 130 C.140 B 35 12'- 0" 11'- L 10'-'6 _ 11" 9'- 6" 9'- 2 8'- 10 130 C,140 B 35 11'- 9" 10'- 11" 10'- 3" 9'- 9" 9'- 4" 9'- 0" 8'- 8" BENNARDO,P.E. - D 140C,1508 a *"ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS E12 41 11' S" 10' 7" 9'- i 1" 9'- 5" 9'- 0" 8'- 8" 8'- 5" 140C,150B 41 11'- 2" 10'- 4" 9'- 9" 9'- 3" $'- 10 8'- 6" $'- 3" 2 DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION.HIGHLIGHTING OF DOCUMENTS IS AT THE 'LOAD' REPRESENTS DESIGN WIND PRESSURE FORCE ON COLUMN, NOT ROOF LIVE LOAD - BUILDING DEPARTMENTS DISCRETION. ----- U U 2)THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE VERTICAL MULLION DESIGN NOTES: � FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE - 2000 INTERNATIONAL BUILDING CODE. TABLES MAY BE USED FOR FRONT OR SIDE WALL APPLICATIONS BUT EACH COLUMN MUST MEET TABLE HEIGHT CRITERIA. �•'I al 3)NO IMPACT CERTIFICATION Is OFFERED THIS DESIGN. COLUMN STRENGTH VALUES OBTAINED FROM A SECTION PROPERTY ANALYSIS OF PARTS AS SHOWN. DESIGN DEFLECTION = L/180. ALLOWABLE STRESS FOR 6063-T6 OR 6060-T61 ALUMINUM = 15,000PSI. E ADHERE TO BUILDING CODE REQUIREMENTS TO TO PROVIDE AN w a APPROVED IMPACT PROTECTION SYSTEM AT THE MAIN ENVELOPE - U) LU OF THE STRUCTURE. NOTE: USE TABLES 1&3 WHEN A TOTAL OF 15"MINIMUM HEIGHT IN SOLID PANELS EXISTS ABOVE AND/O:z <ELOW THE GLAZING. USE TABLES 2&4 FOR GLASS ROOMS ONLY,W1 NO SOLID PANELS = q 4)THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF INSTALLED FOR MULLION HEIGHTS. MAXIMUM GRAVITY AND WIND LOADS ARE NOT CONSIDERED TO ACT SIMULTANEOUSLY DUE TO UPLIFT FACTOR AT MAXIMUM WIND VELOCITY. W i G SUPPORTING THE LOADED STRUCTURE AS VERIFIED BY THE H I- L-1 = PERMIT HOLDER. NO WARRANTY,EITHER EXPRESSED OR IMPLIED, ALTERNATE SPANS MAY BE ACHIEVED BY A SITE-SPECIFIC ANALYSIS OF ACTUAL FRAMING CONDITIONS. SEE A LICENSED ENGINEER FOR FURTHER ANALYSIS AS NEEDED. - - u.I v CD o IS CONTAINED HEREIN. NOTE: TABLES 1 &3 MAY ALSO BE USED FOR SOLID PANEL WALL HEIGHTS. REFER TO ADDITIONAL ENGINEERING BY OTHERS FOR SOLID PANEL SPANS BEYOND THESE SPANS. LU No o a Q 5)COMPOSITE WALL MEMBERS SHALL BE CONSTRUCTED USING AVERAGE CENTER TO CENTER SPACING: DEFINED AS YY2 THE DISTANCE BETWEEN COLUMNS TO THE LEFT,:=LOS Y2 THE DISTANCE BETWEEN COLUMNS TO THE RIGHT Q N w TYPE 300S-H14 OR H25 ALUMINUM FACINGS OR DURATEX, - EXTERIOR HARDBOARD,GREENBOARD SHEETROCK INTERIOR,(1) PCF ASTM C-578 EPS ROOM CORNER FIRE TEST CONDUCTED TO Q F :!J Q "U.B.0 26-3 ROOM FIRE TEST STANDARD FOR INTERIOR OF FOAM' STRUCTURAL EXTRUSIONS �I 3.:135-- I i Q E Q PLASTIC SYSTEMS"WITH GREENBOARD, 1.SLB EPS,AND 0.045" 3.097 T ti ALUMINUM.DESIGN AND CERTIFICATION OF PANELS BY OTHERS. 6063-T6 OR 6060-T61 ALUMINUM U.N.O. '^ l� i� z r 00 J m 6)ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY TYPE 6063-T6 OR LL��ttlr.,,-i.-l_ I�--�I \\ �i 6060-T61 U.N.O.EXTRUSION THICKNESS PER THIS SHEET,WITH A ry JL, IL—f� 7)ALL 0'TOLERANCE U.N.O. I ) � 7 ALL PRIMARY MEMBERS AND TENSION CONNECTIONS SHALL BE ^ ry .L J >. FASTENED AS SHOWN IN ACCORDANCE WITH PROPER FASTENING —°.535 5.535 � a it-0.080 I LU Q n METHODS AND CODES.ANY FASTENER STRIPPED OR NOT I ram-- - \ n PATIO DOOR HEAD REDUCER- 12072 PATIO DOOR JAMB REDUCER- 12073 l__ JI�__ a ADEQUATELY HOLDING SHALL BE REPLACED. _ 8)FASTENERS SHALL HAVE A HEAD AND/OR BE PROVIDED WITH - - �- 1/4"DIAMETER WASHER MINIMUM UNLESS NOTED.EMBED. a g LENGTHS NOTED ON DRAWING SHALL NOT INCLUDE STUCCO OR 4.425- 4" MOUNTING CHANNEL- 11737 Q o FINISH MATERIAL. � T 9)ALL FASTENERS TO BE 2024-T4 ALLOY,NON-MAGNETIC a STAINLESS STEEL,OR CADMIUM PLATED OR OTHERWISE Il oOD CORROSION RESISTANT MATERIAL AND SHALL COMPLY m 0 10. 070 � o. 00 0.070 ry 0.070 0 - 00 Q WITH5.I.1C,SPECIFICATIONS FOR ALUM.STRUCTURES-SECTION N Q 1,THE ALUMINUM ASSOCIATION,INC.,&APPLICABLE FEDERAL, 0.080 I ry 1 = STATE,AND LOCAL CODES. I 0 10)THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALUMINUM 5.210 - l` - II MEMBERS FROM DISSIMILAR METALS TO PREVENT ELECTROLYSIS. `=�- ELECTRICAL CHASE U o 0 1 I o lox = USE'KOPPERS BITUMINOUS PAINT'OR MFR.EQUAL IN } 3.757 -j 3.561 COVER- 12067 -3.374 ---1 0 o I I > w ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. HORIZONTAL MULLION - 12057 Y m I m I1)ELECTRICAL GROUND AND ALL RELATED WIRING AND r O a z u CONSIDERATIONS TO BE DESIGNED BY OTHERS AS REQUIRED. 4"SIDE FASCIA- 11741 ADJUSTABLE BASE CHANNEL- 12061 I STANDARD BASE CHANNEL- 12059 0 12)IF REQUIRED BY CODE,THE EPS CORE SHALL BE SEPARATED FROM THE BUILDING INTERIOR BY A 15 MINUTE THERMAL BARRIER I I a x ai OF APPROVED 1/2 INCH GYPSUM WALLBOARD OR EQUAL (GREENBOARD SHEETROCK IS APPROVED). i r, ----------------- - l w u=6.-c z 2 13)ALL CONCRETE FOUNDATIONS SHALL BE MIN.ft=3000PSI AT I 3.855 I 3.491 3 875 28 DAYS ON 2500 PSF MIN COMPACTED SOIL(BY OTHERS).ALLOW ii 3 DAY CURE BEFORE INSTALLING BOLTS.CONCRETE TO COMPLY 1�3.480 �� -- WITH LATEST ADOPTED ACI CODE. rY o�i rn I z 4 41 c .0 14)REINFORCING STEEL SHALL MEET ASTM A-615 GRADE 60. - a WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185. z_s 15)WINDOWS AND DOORS SHALL BE IN ACCORDANCE WITH REQUIRED WIND PRESSURES&A.N.S.I/A.A.M.A CURRENT SPECS 0.070 0 W _ u- AS SUMMARIZED HEREIN.CERTIFICATION OF DOORS AND 3.360 0.090 v K Z = s- WINDOWS TO MEET REQUIRED PRESSURES IS BY OTHERS. ^'Y COPYRIGHT FRANK L.BENNARDO P.E. 16)ROOF PITCH TO BE 1/4"PER FOOT MIN,4"PER FOOT MAX ;n o u+ ELECTRICAL WALL CAP- 12066 ,� I-- 4.723_ T - PROVIDED HIGHEST WALL GOES NOT EXCEED SPECIFIED HEIGHT. � -. 5-H AI-0 0 01- LL 17)ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL 0.100 a c ELECTRICAL BOX MULLION - 12070 STANDARD H CHANNEL- 12056 n DESIGN AS SHOWN ONLY.USE OF THIS SPECIFICATION BY PAGE SCALE' CONTRACTOR,et al.INDEMNIFIES AND SAVES HARMLESS THIS 3.786— i I Y ENGINEER FOR ALL COSTS&DAMAGES INCLUDING LEGAL FEES& DESCRIPTION- APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, 0.070 E SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT m IF 1p WHICH IS CALLED FOR BY LOCAL,STATE,AND FEDERAL CODES ry v o AND FROM DEVIATIONS OF THIS PLAN. 3 448 1 -.' OF 18)EXCEPT AS EXPRESSLY PROVIDED IN THIS SPECIFICATION,NO I - 2 CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I 1 3.420 0.070 o THIS DOCUMENT IS THE PROPERTY OF FRANK L.BENNARDO,P.E.& 0.090— SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT 1___ 5.170 ADJUSTABLE PITCH GABLE t- 3.561 WRITTEN COOONSENT OF FRANK L'.BENNARDO,P.E.(C)O❑ 4"GUTTER FASCIA- 11739 EXTRUSION - 12068 CORNER POST- 12064 ELECTRICAL MULLION COVER- 12071 WALL RECEIVER/TOP CAP- 12063 o FRANK L.BENNARDO,P.E. I 1 �E 17E I \OOI= = / NPE \ N f I -1 /^^`� � � �f\ \ �.� -\ �- �. ! _ ^ �� �l I _= _ �t `• 1 4 X. LU 1 I V ED `�C I O C-1 i i E X I O.-7�.•�..�'�., L I ��i_ L!O•-,D, r-•.N D D`I :__� I I O�i %-'U I:� _:.� !�l _.�=..�~ i r-�✓i _-i4.„ _ DEFLECTION = L/ 80 11/10/03 DEFLECTION = L/ 150 11/10/03 1 WIND SPEED 3".024 3".02 3".032 3".03 4".024 4".0241 4".032 4".032' 6".024 6".024' LL 14".032 4" .032 6" .024 6".024; 6".032 6".032' 8".024 8" .024' 8".032 8 OS2 '!. ►�l�6".032 6' .0321 8".024 8".024 8".032 8".032 LL WIND'SI�EED 3".02d 3-'0�3".032 3".032 4".02d 4" .0241 &EXPOSURE 11b 21b 1lb 21b 11b 21b 11b 21b 11b 21b tlb 21b 11b 21b tib 21b &EXPo00 URE tfil3" 1612" 1T 5" 1T15" r22 1 181b1 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b.:i 10 100B 20'0" 20'0" 21'6" 21'6" 23' 11' 23'3" 24'2" 23- 1 V 30'6" 32'6- 31' 7" 32'5" 33' 10" 37'6" 3T 1" 38' 5" 10 19'7" 19' 5" 24'9" 26'4" 25'8" 26' 3" 28' 1" 30, 5" 30' 2" 31' 2" 20 1 tOB,C, 1208 15' 11" 15' 10' 17' 1" 17' 1" 19'0" 18'6" 19'0" 18' 9" 22' 10" 25' 1" 22' 11" 23' 10" 23' 11" 26' 1.1" 26'6" 2T 11' 20 1108,C, 1208 12' 11" 12' 10" 13' 10" 13' 10"j 15' 0" 15' 7" 15' S" 19' 8" 20' 11" 20'4" 20' 10" 22' 3" 24' t" 23' 11" 24 9 1A DIT I OAT 30 140B. 140C 13' S" 13'4" 14' 10" 14' 10' 15' 10" 15' 3" 15'6" 15' 4" 16' B" 20'6" 18'9" 19'6" 19'6" 22'0" 21'8" 22' 10' 30 1408,'140C 11' 3" 11' 3' 12' 1" 12' 1" 1 13' 1" 13' 7" 13' S" 1T 2" 18' 3" 1T 9" 18' 2" 19' 5" 21' 1" 20' 11" 21:':;;7:";: 40 150B, 150C 11'8" 1 1'6" 12' 10" 12' 10' 13'9" 13' 2" 13'S" 13' 3" 16' 2" 1 T 9" 16'3" 16' 10" 16' 11" 19,0" 18'9" 19'9" 40 1508, 150C 10' 3" 10' 2" 1 1'0" 11 0" I 11- 11- IT 4" 12' 3" 15- 7" 16' 7" 16' 2" 16-6- 16- 11" IT 0" 18' 10", - ---- -- - -- -- - --- `. ..50 1608. 160C 10' 5" 10-4" 11'6" 11'5" 12'3" 1 V 9" IT 0" 11' 10- 14' 5" 15' 10" 14'6" 15' 1" 15, 1" 17'0" 16' 9" 1T 8" 50 1608;'150C 9'6" 9' 5' 10' 2" 10' 2" 11 4 11' 0" 11' 5" 11' 4" 14' 5" 15' 5" 14' 7" 15' V 15' 1" 17' 0" 16'.tw 1T8T >` ul 60 1758, 175C 9'6" 9'5" 10'6" 10'5" 11-2" 10'9" 11'0" 10, 10" 13' 2" 14'6" 13'3" IT 9" IS 9" 15'6" 15' 3" 16' 1" 60 1756!175C 8' 11" 8' 11" 9' 7" 9' 7" 10' 8" 10' 4" 10'9" 10' 8" 13' 4" 13' 9" 13' 9" 15'6".,: 1 1 5 11 11 1 1 1 1 1 ., " .;1 n1 ��• �l 80 180B, 180C 83 82 91 91 98 94 96 94 11 5 126 35 133 1311 80 1808, 180C 8 1 8 1 88 88 98 94 96 94 11 5 126 11 6 11 11 11 11 155; 134.: .13 11 �l} t_. vcli t.. t� DEFLECTION = L/ 120 lvto/o3 DEFLECTION = L/ 180 11t101U3 j 1 WIND SPEED 3".024 3".024 3".03213".032! 4".024 4" .024 4".032 4".032 6".024 6" .02d' 6".032 6".032 8 :024 8** 024 $..032 8 033 - UI W (� tZ LL WIND SPEED 3".024 3' .02 3".032 3".03 4".024 4".024 4".032 V.032 6".024 6".024 6".032 6".032 8".024 8".024 8".032 8".032 LL &EXPOSURE 11b 21b 11b 21b tib 21b 11b 21b 11b 21b 11b 21b 11b 21b 11b 21b &EXPOSURE tlb 21b 11b 21b 11b 21b tlb 21b 11b 21b 11b 2lb 1[b 21b 1'Ib : 31Q Z - C L .' lti LLl 10 100B 1T 6" 17' 5" 18' 10" 18'9" 20' 11 20'4" 21' 1" 29 11" 26'8" 29 5" 2T 7" 28'3" 3U 3" 32'9" 3Z 6" 33' T' 10 1008 15'3" 15'3" 16' 5" 1h 5' ! 18' 3" 1T 9" 18' 5" 18' 3" 23' Y 24' 10" 24' 2 24 8" 126 .5" 28' S 29 4 M� I, ui 20 1108,C, 1208 13' 11" 13' 10" 14' 11" 14' 11' i6' 7" 16'2" 16'9" 16' T' 21'2" 22'6" 21' 11" 22'5" 2T 11" 26'0" 25'9" 26'8" 20 1106.C, 1208 12' 1" 12' 1" 13'0" 13'0' 14'6" 14' V 14' T' 14'6" 18'6" IT 8" IT 2 19 7" 20.11 is22'8" 22' 7" 23 3 I al IL -------- - -- - -- 30 140B, 140C 12' 1" 12' 1" 13'0" 13'0" 14'6" 14' 1" 14'8" 14'o' 18'6" 19' 8" 18'9" 19'6" 19'6" 22'0 21'8" 27 10" 30 t408. 140C 10' 7" 10' 7" 11' 4" 11'4" 12' 8" t2' 4" 12' 9" 12' 8" 10 2" 17' 2" 16'9 17.1 18 4" 19' 10" 19'8" ZO'4" 1 I U < t / 40 1508, 150C 11'0" 11'0" 11' 10" 1V 10 IS 2" 1Z 10" 13'3" IT Z' 16' 2" 1T 9" 16'3" 16, 10" 16' 11" 19'0" 19 10" 19'9" 40 1508, 150C 9' 7" 9' 7" 10'4" 10'4" 11-6" 11' 2" 11- 7" 11'6" 14' 8" 15- 7 15:3 15 7" i6 7° ;18'0" 17' 11" 18'5" Z ) Z 50 1608' 160C 8' 11" 8' 11'1 9' 7" 9' 7" 10' 8" 10' 4" 10'9" 10' 8" 13' 7" 14'6 t4 <1 14 5 15 1" i6.9" 16- 1" 1T 1" 50 1608, 160C 10'3" 10'2" 11,0" 1 V 0" 12'2" 11'9" 12'0" 11' 10" 14' 5" 15' 10" 14'6" 15' 1' 15' 1" 1T 0" 16' 10 1T 8" - -- -- - - --.._ - - r Il 60 175B, 175C 9'6" 9' 5" 10'4" 1C 4" 11'2" 10'9" 11'0" 10' 10" 13' 2" 14'6" 13'3" 13'9" IS 9" 15-6" 15'4" 16' 1" 60 175B. ;75C 8' 5" 8-4" 1 9'0" 9'0" 10'0" 9' 9" 10' t" 10' 0" 12'9 13::8 73 3 13 T 13 S" 16' 1" LL U _ .. 80 180B, 180C 8'S. 8'2" 1 9' 1" 9' 1" 9'8" 5 4" 9'6" 9 4" 11'5" 17 6" 11'6" 11' 11" 11' 1 1" 13' S" 13'3" 13' 11' 80 1808, 18oC T 7" 7- 7" 1 8- 2" 8' 2" 9' 1" 8' 10" 9' 2" 9' 1" 11' S 12' 5 11 6" 11' 11"I .A 1 t 13;.5:` 13 4" 13' 11" W r ' NOTLE: IOPSF TO B USED WITH rXT ��1E CAI!T 101�- _ cn TAB_ VALUE DER!`/A IONS: O` _=? ._5�:N CC\ D=� +'!^✓NS: U T _ - _ �� INSTRUCTIONS FOR TABL_ USE _ _ S CETA! QN ( / D L =\ j- p (� J =p '� -- - -- EN S ENCLOSED 57RvG'i:R=5 _ O :G C; - UF T FRANi< L NNARD:O �= T-IIS T o-� "...CON 1 `/ER!FY :-.`PFR✓� iAI- "J= LGAD ! E _ r'.1t /'I� n /` G= , _ 'i _,/ -�7_ F_^'V /��-•�_o_: _ - _ 'J 1- J;`•--=J - T -T = o I/�- [ - _ W'ND PRE55URE L_"I✓N5 SED 5 _ l 3 M �_. �. o Gd �. �_.i`/=_ _�✓ i -_ -=\r`: -LL U �: -C.R REC _I S I P: - -=N - CE R':"Tj \i. J DE=L=CTiON, W:ND V-__-,GI` 'ND 200 so rC i 11N. ROCr= 4, E,. T L-= L=55 T O d�.� /=RCrc C= <S Z0NEj _ _-Lv=L L=`6k V_� ID =0� JS F- Ut EXPO=UR= WITH G-Ov=RN'Nfs 2 S /.'u P^R, .D SiJ Cv`R \� IS ?�� C= r =_ •• L r �' r nR 0'' _< [ Yl t .. ._s I ERA I I�N7 .-.DDi f!.i�15 n 1,3:-1T N.... .i r 1UNIGiPALITY AND BU LD'NG L ? ^.? :\__ �.J, ^^ R<,NGS TO I� :DOG'1M V I r_ �_ �'JT PE< =D G,\1D Q t CODE-5 IN = -EGT FOR THE ( V4, U--5 FOR . -V S o' ILS 4 2L5 31 S 1 ' R,%NE1 5 CB`AiN=D FROM - - - nl C.4 r r n , ail STRt URAL PROP�R71=5 DERIV=D FRG'" CER',= ED EST REPORTS BY OT ;ER5. RO�= F`! + _= I;,' =R =CC1 MiN 3' -=-R - IN'•/ _IC T= 2 C=�(€t-1� ICN: (j F I. LL PROJECT LOCATION. FIND I ?) T"!S S==CIF!CATIONI G N ORf ,J T. E "RECI '<- 'ENTS 0 AI LCWABLE E_IT= 2^✓GF CLEAR J =5 -�R il'o .J32 R GF �NELS WERE GE<'.i=D E !T<_. N O= 7"= 2,00 I\!'.=,R\l,Tl `t c.{.'L INC' CODE. �1 - ! SPAN IN 1--.3LES FOR - - - /. -...o _ ^� ... 1 E J'�'=�'._ `.I EN \==R N i I^J (_' r^ 1 /_rl 'i' - _ `.I / I =5 FOR 3' U.E•R= DERIVED ;R..M RIG.-._ D"7T 1 S EX`R,JPOL::TICN FRCrI _ _ 5' �_ ED G G =- L 7 I' N K R l _ _ _ _ LIv/ES`iG TE ND NF , c O: _ G ./ERN N_ '_DiNG Ll [APPRO�RI .T_ P=N D= T: _5- R=PORTS CN 3' ! OTN=:R P �N=_ VALUES.=5. J-_ l LLD ` <^=e_O D=`JI T= Fe_M I O g A C. ^N _ n `" n• Ire n ,.`-- -- c.- I \ FR -,N MA IM,:M ...-.M - =C- i.i\,"-. ...N.�, jF�N� CCNr�V=_/ 11 r�= A - :r. - `•1--t-.�' oP ,.�_ A LL FAG!NG' TF iGGNEjS. ND EPj GORE `1 /.I�I� c L L TG. M J - - - - G��_ ��✓Ii=NT C' . L� . i_jiG�l C<ITERI L11 C C CU =D DE-L_ O =5 Cs CR X -\T I INE :R -?^^ 'i-N _ %Ea- 1 D t1 Z Ci W'EiGNT SELECTED LSE GRE' TER ( IN, -=57 EI USING 3003 L--'o l aR J=\=D i0 ^03- 15 (='C=Il'<s: LT�IIvI T'I_L --_ ---- - _ - __ 5 �IJ �.-. i -� `'�- � IAi- _^J!,R= "Dpl i IC`:-_ SIT= Z L C= M!N, LIvE TOAD OR M'N. WIND I '0 5v C=<ING 5-R=55 U5=D 1 C N AND S_ D - - i�15 _ c�E�iFIG D. _NCsI�F VELOGIT?' a EXPOSUR= TO DE=D LOAD IS FAGTORED INTO EI DERIVATIONS FOR LIVE L04D V_.L::ES ABOVE -- 3:) T ;CONTRACTOR S' L GA<=FULL " CON=ID=R N � FJ GrE^ =TE MIN= L W'�1• \ i. F r N R 1 �v T N^T J LL O 1^ co �. S Sl, 'RA. ,� FROM U=L1=7 ALC�L.: CNS � ._�. f I D^ �-, 0�- .�� aL .,� Lc NC_L, N� [ . f _ t iII �I-- t`�: T^ LkN' ^NC _`1T<_`� =D _0-`:5 LL i- <[ JUSFc Y CsR D_ECN �R =R'^ LLI O -t �I S eOCP r OA.. GRk;!_R A 5=!AI ._E =<O�=SLY -�;�_YZEp �L O S= 11 JOINT ! -- 1 B" A � cr j�!i�N =N- N _R. -1 o �,,N-L_ ta�ei.r�< sce sat 1JCOf`Et'OSETE ROG ND W LL E`lpc<S Sup ' I_ = W O CONTINUOUS o °° ° "c7y i ru m c Ya No Z_ EPS FROOF P,�!NEL SCAN DESG121PTION: L<ING ;-yG ccNDI BUGLED u�INc T 3cc =AG ' I G•\iJ o o ° C'v..... r AEJG'l, r � a 3-L!17-- ...Ur'INJi I INC-5, o ° ,\ o _ _ :;.fir=CF ATi 1 C-S13 CA<PENTER ^��AND _FS. AD-ER= TQ 1 ,-�-, 1 - - , bKt•Lls.y;:z:,_,._., >'iALUMINLf i F.�CIN_.S ,L!I I-�I �...I-IL.:aND C. ._I �L.�AL r.'J�...D ISO l)Iv I! / o INTCR�CCKI�;G- vlr,aavuED r NTCRL O`.�ING I ANr i =ANCL _ Cx II::. F aD-tI• AT1�N TO BE B" ELITE r-'ANEL PRJDI. TS KL�S?ssivG T-�=_ to Q G_ T- 0 0 0 ONLY N ACCORD-aNCc UJI T- A=�20VED F4E3RIG_`,T ION o N �a:` a o.:::'. a° ° o ° 1..{i_.;.;. "TNOCS. _ _ _ -- _ Buildin Innovation' o ':..n- > ° ` . ... ._ =AI Ar-r!X-D =_:<- 10 `/AL!DAT=S J-SIGN ! ° o o G �' C i I ''I:::>;: .:�i 4:::::.;�:?i:::: °.::�'>i aai:.;!1-'.:'r.:.:.:`7) CNCsINEER S_. - - - I \\_ ._ . CP 5 N C'I-!ART J.__U=S AS 5-Ola;N ONLY. USE �r T �I� ELITE 1 o o o i =rS>a><>::::: 5F=ECIF!CATI N Si' ELITE g_ al. iNDEMN!=IES AND SAVES - a o iii?�C2.w?Fi F? 12 J C O 1 - � =0 AND p_� I Panel Products D¢d �� fi LIB 4,A<MI ESS T�IIS EIN IN =@ R L COSTS A• AG-ES LEAK RAN Ci_J INS!pE TO INSIDE ^ INCLUDING LE�"AL F S =-`ND A= LLAT_ FEES R=SJLTNG - - -.s ROI 1 t f ATE-DIAL �RI.� TI �N SYj I Ci i �r�EGTiCN 4NC `�-_- O24" OR .Pi3_ TO, CONSTRUCTION PRACTIG=S 5'__CND T_AT_W--!ION ! r<I�T_L . d BOTTOI rACINr S °q 3o AX D i i ,1 x 1a iK CALLED FOR BY LOC-`.! S_A i._ :: ND F=DERAL C^DES o I C= I�-.!�.1�=� i'' 'i r, `'\ X, Q<-L;G;;.c==u AND FROI 1 DEV!ATIOINS OF i. .i D=TA!I_ �D T I v- .:.. _ -AI NO REr=ER TO ADDITIONAL .NGIN=EKING SNEETj �i _ ,K �- I ll iD i 4 S!D I, �� ccNzwir_.\ 'o) =XCEPT ASI EX=R SA Y �,R^✓VIDEO IN T-15 D1 I L `� FOR ROOF CONN_CTIONS SUPPORTWCz WAL L FOR OT-L ~� % S P�CR* :' x 3' GERTIFICATICN� OR =1,< A-'^�� ACE !NTEN�_�- F ✓ x .J'J• nD�..RE 1i PAN=L SPAN: -%LL d 51D=_; . aE c�_= Nr, -- wIRING r -� THIS DOCUNENT IS T E I-'-R✓ _RTl OF FRAN< L. p 3� FLU ST;�IJGTIJRE DETAIL 3Y T4-41S OR ANY OTHER \ 3- BE F.E. ��; 1 "T OR, INT_G.el rY NNARDO. �-.\�� ., __ \.. �E RE. R✓DLO=^ ENGIN_ER. THIS S ==T oT�=_.Q7 - F I ` C�RTI= ES ALLOUJABLE ��� \�/ MODIFIED IN WNOL= OR F'%RT WIT OUT WRITT=N 1^'= /�/ C,�NSENT Jc3 ROOF SP \NS ONLY. of FIRAN< L. BEINN4RDO, ?__ HOUSE WALL, Z 6 5/16 BASE 3468.DOOR OUTSWING r HR a *41 BASE 144 96 9/16 TE TE TE TE TE 89 4 89 TE TE TE TE t�rJ 0 TE xIJ I Ll :.................... ..................... 99 13/16 :.: ............. .....: :3.5' PANEL: BASE :4'•.PANEL::•:: :3.5' PANEL: 3068 DOOR } OUTSWING ` 144 144 9 9/16 ® ! LEFT WALL RIGHT WALL BASE I -5 3/4 5 3/4--1 FOAM FILLER 'FOAM FILLER LAMI RIDGE BEAM 144 3 1/2" X 9 1/2" X 12' FLOOR PL%N NOT BY HARVEY FIELD CUT TO Adjustable DESIRED HEIGHT Top Cap~ 12" 5" Wall Panel :t 16 1/2" r GENERAL NOTES: Factory 1. This 3—season s stem has been drawn per y Mullion contractor request. It is the contractor's \\ \\ \\ \\ responsibility to comply with all local building 114 codes and to obtain building permits as required. TE TE TE 2.) Laminated ridge beam sized in accordance 89 with Boise Versa—Lam roof load tables. It is contractor's responsibility to comply with Rolling 63" HOUSE WALL Versa—Lam Specifications if selecting any ridge Window beam other than Versa—Lam. PANEL::::':: :......' PANEL:.::.::::: :::: 3.) Window Style: Rolling I I 4.) Window Color: White 1 36 36 1 - I 5.) Wall Panel Color: White 144 1 1 6.) Wall: 3 1/4" Insulated R-13 Factory FRONT WALL 7.) Roof: 4" insulated White R-16 Mullion 1 1 I I 8.) Glazing Legend: Wall Panel `` 16 1/2" 132 1 48 48 1 Standard Base I I IN = Insulated DSB TG = Tempered Channel i LE = Low—E DSB TE = Tempered Low—E Inside Outside P = Solid Panel TA = Tempered Low—E/Arg GABLE SIDE LA = Low—E Argon DSB 1 CROSS SECTION ; 46 46 ; HARVEY INDUSTRIES INC. L_______________ __J CLASSIC VINYL PATIO ROOM DESCRIPTION: ! 168 - 1 GAB L.E E;TYLE ROOF PLAN ROOM SIZE: 12' X 12' DEALER REALEASE SIGNATURE: DATE: PROPOSAL DRAWING ------------ ORDER NUMBER: Y: FOR DESIGN ONLY USE AS GUIDE DRAWN B JLG DRAWN FOR: *FOR CONSTRUCTION & ASSEMBLY DETAILS DATE: 01/30/07 J&M CONSTRUCTION-581 OLD STRAWBERRY M SEE INSTALLATION INSTRUCTIONS REV DATE: 03/06/07 SCALE: NTS SHEET 1 OF 1 LOT 20 R A.M. 273/7 LOCHS r� OI 1�Al O O SEPTIC A.M. 273/13 pER TIE CARD TOWNHALL ° ---_-_ O _-_____ LOCUS MAP ° - - - - - - PLAN REF L. C. 32849A SH.2 = HOUSE ZONING: "RC-1" _ `� SETBACKS: 30-15-15 --_-__ O' ~' (PER BUILD. DEPT.) LOT 19 — — _ `� PLOT PLAN OF LAND A.M. 273/6 3 ,, '� LOCATED A T.- AREA=10,123t. S.F. 11581 OLD STRA WEERR Y HILL ROAD HYANNIS, MA. PREPARED FOR.• ED WARD H. GRANGER G UST 14 2003 AU . LOT 18 GRAPHIC SCALE A. A M 273/5 20 0 10 20 40 80 1 c� ( IN FEET ) I�OF yAss9 I inch = 20 ft. EDP/ARD ti�J c,o= A. YANKEE SURVEY CONSULTANTS u STONE N UNIT 1, 40 INDUSTRY ROAD 2898 0 P. 0. BOX 265 T Je�`�� MARSTONS MILLS, MASS. 02648 L °' TEL: 428-0055 FAX 420-5553 <¢�3 ,J# 53472 GM �s ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING {' EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR. 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY t HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. t I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER ' kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR F kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC t( LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN 4 ' (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY a NEUT NEUTRAL UL LISTING. z NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE 4 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 313 NEMA 3R, RAINTIGHT �I PV1 COVER SHEET N" = PV2 SITE PLAN r ' PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES *� PV5 THREE LINE DIAGRAM _ L Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. ; 2. ALL ELECTRICAL WORK SHALL COMPLY WITH , THE 2014"NATI NA ELECTRIC NATIONAL ELEC C CODE INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable BUILDING DEPT BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Commonwealth Electric) APR 21 2017 TOWN OF BARNSTABLE - • 1 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: a CONTAINED SHALL NOT BE USED FOR THE J B-02 6 3 319 00 MICHAEL SHEEHAN Michael Sheehan RESIDENCE Kyle Lanza +%f SO�a�C■�t BENEFIT Of ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 581 OLD STRAWBERRY HILLS RD 3.445 KW PV ARRAY 'h� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02632 f ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (13) KYOCERA # KU2656ZPA 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 r� PERMISSION OF SOLARCITY INC. IOC' i T: (650)638-1026 F: (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2 COVER SHEET PV 1 9/7/2016 (668)-SOL-CITY(765-2489) wwwsolarcity.cam PITCH: 35 ARRAY PITCH:35 MP1 AZIMUTH: 105 ARRAY AZIMUTH: 105 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 34 ARRAY PITCH:34 ' F. MP2 AZIMUTH:285 ARRAY AZIMUTH: 285 MATERIAL: Comp Shingle STORY: 1 Story 02 K. RIUKI v ST LICTURAI NO.51933 _ O STE��v - 10NA1. STAMPED & SIGNED FOR STRUCTURAL ONLY t h Digitally signed by t h P91 9/ Humphrey Kariuki c rB Date: 2016.09.07 18:19:50 Ina - LEGEND a 04'00' _ _ FI'Ont Of House (E) UTILITY METER & WARNING LABEL STRU 3 STRUCTURE INVERTER W/ INTEGRATED DC DISCO CHA Lv CHANGE � & WARNING LABELS t3 E3 DC DISCONNECT & WARNING LABELS FAC AC DISCONNECT & WARNING LABELS < -9 DC JUNCTION/COMBINER BOX & LABELS a DISTRIBUTION PANEL & LABELS y1� Lc LOAD CENTER & WARNING LABELS -- � � D O DEDICATED PV SYSTEM METER AC RSD RAPID SHUTDOWN. O 0 STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR Inv ——— CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT'PRODUCING VENTS ARE RED. INTERIOR EQUIPMENT IS DASHED • L_�J SITE PLAN N Scale: 1/8" = 1' E 01' 8' 16' % oil w0wo 5 J B-0263319 00 PREMISE OV"E DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: ��_ ■ CONTAINED SHALL NOT BE USED FOR THE MICHAEL SHEEHAN Michael Sheehan RESIDENCE Kyle Lanza I �Olar�'�" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .00. y® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 581 OLD STRAWBERRY.HILL RD 3.445 KW PV ARRAY PART TO OTHERS OUTSDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02632 SALE AND USEOF PT ITHE CONNECTION RES RESPECTIVE (13) KYOCERA # KU2656ZPA 24 St. Martin Drive.BuildingUnit 11 THE PAGE NAME: SHEET: REV: DATE: Alarlborough,MA 0101752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ISOLAREDGE NVERIER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SE3000A—US000SNR2 SITE PLAN PV 2 9/7/2016 (688)—SOL-CITY(765-2489) www.solarcity.com S S1 a F. K. 0 IUKt O ST UCTURAL J 1 C i NO.519�3 p �FGISTEa� k i STAMPED �rSIGNECg FOR STRUCTURAL ONLY 11'-5" � 11'-6" (E) LBW - (E) LBW 0BSIDE VIEW OF MP1B NTS SIDE VIEW OF MP2A NTS a.. MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2A X-SPACING X-CANTILEVER Y-SPACING Y CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 20" } PORTRAIT 48" 19" RAFTER 2X6 @ 16 OC STORIES: 1 ARRAY AZI 285 PITCH 34 ARRAY AZI 105 PITCH 35 RAFTER 2X6 @ 16 OC ROOF AZI 285 PITCH 34 STORIES: 1 C.J. 2x6 @16"OC Comp Shingle C.J. 2x6 @16" OC Comp Shingle X. PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE S1 ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO ZEP FLASHING INSERT C2) MOUNTING BLOCK AND ATTACH (3) TO RAFTER USING LAG SCREW. ! (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING 11'-6" INSERT PORT, WHICH SPREADS { (E) ROOF DECKING (2) (3) SEALANT EVENLY OVER THE ROOF PENETRATION. 5/16" DIA STAINLESS (E) LBW STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES SIDE VIEW OF MP26 NTS (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP � D [(4) OF MOUNTING BLOCK & ; SECURELY FASTEN WITH BOLT. I (E) RAFTER T nI � MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES S S Al V DOFF LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 19" E ROOF AZI 285 PITCH 34 RAFTER 2X8 @ 16"OC ARRAY AZI 285 PITCH 34 STORIES: 1 C.J. 2x6 @16"OC Comp Shingle CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: _ CONTAINED SHALL NOT BE USED FOR THE JB-0263319 00 MICHAEL SHEEHAN Michael Sheehan RESIDENCE Kyle Lanza �`.`a, • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: + SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing-Insert 581 OLD STRAWBERRY HILL- RD 3.445 KW PV ARRAY �h� PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (13) KYOCERA # KU2656ZPA 24 St. Martin Drive,Building Z Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACK:NAME SHEET- REV.. DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: f T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2 " STRUCTURAL VIEWS PV 3 9/7/2016 (8n)-SOL-CITY(765-2489) www.solarcitycom I I UPLIFT CALCULATIONS u SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 3 319 0 0 PREMISE OWNER: DESCRIPTION: DESIGN- CONTAINED THE INFORMATION HEREIN JOB NUMBER: � CONTAINED SHALL NOT BE USED.FOR THE MICHAEL SHEEHAN Michael Sheehan RESIDENCE Kyle Lanza ��;SO�afC�ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC.. MOUNTING SYSTEM: �'�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 581 OLD STRAWBERRY HILL RD 3.445 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS uoouLEs BARNSTABLE, MA 02632 TTHHE�S�D EXCEPT IN I THE O RESPECTIVNNECTION E 13 KYOCERA KU2656ZPA 2a sL Martin Dom.Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN SHEET: REY DATE Marlborough,MA 50) INVERTER: PAGE NAME T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE # SE3000A—USOOOSNR2 UPLIFT CALCULATIONS PV 4 9/7/2016 (886)—SOL-CITY(765-2489) •ww.solarcitycom • GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO ONE (E) GROUND Panel Number:B30-40 BFN Inv 1: DC Ungrounded INV 1 (1)SOLAREDGE �y SE3000A—USODOSNR2 LABEL: A —(13)KYOCERA # KU2656ZPA GEN #168572 ROD AND ONE (N) GROUND ROD AT Meter Number:2244018 Inverter; 3000W, 240V, 97.574 w/Unifed Disco and ZB,RGM,AFCI PV Module; 265W, 238.1W PTC, 40MM, Blk Frm, H4, ZEP, 1000V, Blk Cell, o Backb&LEC 1136 MR PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance INV 2 Voc: 38.3 Vpmax: 31 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL l E3 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING � Inverter 1 CUTLER—HAMMER 20OA/2P Disconnect 2 SOLAREDGE I SE3000A—US000SNR2 (E) LOADS A zaov L1 a L2 N 1 20A/2P EGC/ N DC- DC-DC+ DC+ A ---- GND ——————————————————————-—————— ————-- — GEC ---T MP1,MP2: 1) <13 B I GND -- EC—'C——————————————————————————————————————— EGC———-—————————————tJ. N I , c EGC GEC I 1 TO 120/240V SINGLE PHASE UTILITY SERVICE I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN i f Voc* = MAX VOC AT MIN TEMP POI (1)CUTLER—HAMMER BR2p20 PV BACKFEED BREAKER A (1 CUTLER—HAMMER #DG221URB /f► PV (13)SOLAREDGE�3OD-2NA4AZS D� Breaker, 20A 2P, 2 S aces Disconnect; 30A, 240Vac, Non—Fusible, NEMA 3R /y PowerBox timizer, 30OW, H4, DC to DC, ZEP —(1)�So 8�d xR6� er —(1)CUTLER XMMER pp DG03ONB r Copp Ground eutral Kt; 30A, General Duty(DG) nd (1)AWG #6, Solid Bare Copper —(1)Ground Rod; 5/8' x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION. OF (E) ELECTRODE 1 AWG#10, THWN-2, Black 2 AWG#10, PV Wire, 60OV, Black Voc* =500 VDC ISC =15 ADC O LPL(1)AWG#10, THWN-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =350, VDC Imp=9.71 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (!)Conduit Kit; 3 4 EMT . . . . . . ..70 AWG#8,,THMN72,,Green . . FPC/AEC.7(1)Conduit.Kit;.3/47.EMT, ,,. . . . . . . , CONFIDENTIAL— THE INFORMATION HEREIN [INVERIIER: NUMBER J B-0263319 00 PREMISE OWNER' ! DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE MICHAEL SHEEHAN Michael Sheehan RESIDENCE Kyle Lanza ���,•SOIa f�'� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR INS Comp V4 w Flashing—Insert 581 OLD STRAWBERRY HILL RD 3.445 KW PV ARRAY 01A. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES:- BARNSTABLE MA 02632 T ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE 3) KYOCERA # KU2656ZPA 24 St. Martin Drive,Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA 01752 tk PERMISSION OF SOLARCITY INC. ; L• (650)638-1028 F: (650)638-1019 OLAREDGE SE3000A—USOOOSNR2 f; THREE LINE DIAGRAM PV 5 9/7/2016 (888)—SOL-CITY(765-2489) wwwsolarcitycom Label Location: Label Location Label Location: (C)(CB) �1j (AC)(POI) � o (DC) (INV) Per Code: Per Code: -= _ _ x Per Code: NEC 690.31.G.3 •o O o wmm-S. 'Comm NEC 690.17.E • •o • .e o •o• • `` NEC 690.35(F) Label Location: • - o 0 0 • TO BE USED WHEN r WA L-W j: e -o • o • • � INVERTER ISW © © © D (DC) (INV) o•jp • -o o • UNGROUNDED ' � •,�,.p p � Per Code: NEC 690.14.C.2 N; . h Label Location: Label Location: ° ° ° ° ° ° (POI) Per Code: V o (DC) (INV) : NEC 690.17.4; NEC 690.54 o -' Per Code: -o.0 0 0 0 _ . i NEC 690.53 _ • . .. - o ,.' ''`o• Gl Label Location: ° e (DC) (INV) Per Code: NEC 690.5(C) o- _o • e Label Location: - 0 (POI) o e o o • o -o o - Per Code: NEC 690.64.6.4 % Label Location: (DC) (CB) - ° e Per Code: Label Location: •o 0 0 NEC 690.17(4) (D) (POI) • o :o .• • k' Per Code: m o -° ° ,g, ti (� • �,� NEC 690.64.6.4 a Label Location: o (POI) Per Code: Label Location: ° o ° NEC 690.64.B.7 p p p (AC) (POI) :5 00 0 :- o : (AC): AC Disconnect o C D © Per Code: o ( ): Conduit NEC 690.14.C.2 ,��° (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect r: (AC) (POI) (LC): Load Center • Per Code: (M): Utility Meter e µ e ro NEC 690.54 (POI): Point of Interconnection >> CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR MALL IT BE DISCLOSED San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set •�•.�•• SQL-)6 (765-2 89)w)638d029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE I� �0la 't (888}SQL-CRYp65-2489)wwwsolarcity.mm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° ^SolarCity I ZepSolar Next-Level PV Mounting Technology ^$olarCity I ZepSolar Next-Level PV Mounting Technology Z Components e System y for composition shingle roofs , tlp-roof , Leveling Foot "' 4 &MmdZep Interlock l.ereting Foot " Part No.850-1172 ETL listed to UL 467 N UpComDaallbk w Module . .nF . or Root Attachment 1 - Ar.ayaklre L_ :I. Comp Mount - Part No.850-1382 Listed to UL 2582 Mounting Block Listed to UL 2703 4� Description *. • / PV mounting solution for composition shingle roofs ' 'FOB Works with all Zep Compatible Modules °0Np0r Auto bonding UL-listed hardware creates structural and electrical bond • Zep System has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Interlock Ground Zep V2 DC Wire Clip V� LISTED Specifications Part No.850-1388 Part No.850-1511 Part No.850-1448 Listed to UL 2703 Listed to UL 467 and UL 2703 Listed to UL 1565 • Designed for pitched roofs • Installs in portrait and landscape.orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 It T• Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System.grounding products are UL listed to UL 2703 and UL 467 • Zep System bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24" e • Zep wire management products listed to UL 1565 for wire positioning devices • Attachment method UL listed to UL 2582 for Wind Driven Rain, ;F Array Skirt,Grip, End Caps Part Nos.850-0113,850-1421, zepsolar.com +� zepsolar.com Listed o L 156567 Listed to UL 1565 F This document does not create any express warranty by Zap Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1890-001 Rev A - Date last exported: November 13,2015 2:23 PM dd Document#800-1890-001 Rev A - Date last exported: November 13,2015 2:23 PM 9 r� J. A,— 6 OOOV•S es ELECTRICAL SPECIFICATIONS MODULE CHARACTERISTICS I. I 1 \/ 7 'KYBEERiff K V 6 0 1 O.O.O V L Series ., •. • - • • • Cells per mod 60(6 x 10) _ module: Dimensions-" 65.43ini38.98ini1"57in KU265-6ZPA length/width height (1662mm/990mm/40mm) ( _ Weight: 45.2lbs(20.5kg) CUTTING EDGE TECHNOLOGY As a'pioneer with_four decades of experience in the vmP 31.0 v PACKAGING SPECIFICATIONS development of photovoltaic systems, Kyocera drives the market as a leading provider of PV products.We !mP =i• s 55 ti ?ti Modules per pallet zo i demonstrate our Kaizen philosophy,or commitment to va 38.3•' v Pallets per53•container 36- continuous improvement,by Setting the industry standard MEMO + Pallet box dimensions: 66in)40in/43in in the innovation of best-in-class solar energyequipment.," ! r9 26 A<. length/width height (1675mm)1005mm)1055mm) r , MEN 6_ Pro,.,. " +5 1 0 % Pallet box weight: 1015lbs(460kg) Ptolera.c QUALITY BUILT IN r °` - r - o •UV-stabilized,anodized aluminum frame in blackMEN ' '" ' 57" Supported-by major mounting structure manufacturers Tnocr 45 : c ONC 1 N t •Easily accessible.grounding points on all four corners tPme. 191 = w M JUNCTION OXOP 5) for fast installationOMEN V 279 V. • mP. 7.• 1 ed•: Lrxr` .t 1 . rw n CABLE W/ d •Proven junction box technology with 12 AWG PV wire 1 6ss q CONNECTOR LABEL works with transformerless inverters NONE mP •Amphenol H4-UTX locking plug-in connectors provide safe,quick connectionsMEN y 7 49 A I : PROVEN RELIABILITY I Kyocera modules confirmed by the Desert Knowledge .- f Australia Solar Centre to have the highest average NONE output of any crystalline module •First module manufacturer in the World to pass long vmP -0.48 %1°C ' term sequential testing performed byTOV Rheinland •Only module manufacturer to achieve the rank of ( Performance Leader" in all six categories of GTME v� 0.36 • %/°c Research's 2014 PV Module Reliability Scorecard a CERTIFICATIONS _ I operating Temp 4o to+90 �c Grounding Hole Slotted Mounting Hole O.16'(4-) 0.35"z0.47"(9-.12-) j ,.. _ - •UL1703 Certified and Registered,UL Module Fire I - - - FRAME CROSS SECTION DIAGRAM Performance:Type 2,CEC NEC 2008 Compliant,IEC 6121.5/61730,and ISO 14001 Series Fuse RatmgH 15 n o'� Maximum DC System Voltage(UL) 1000 V � U (. � ® Hailrtone Impacts � In(25rnm)@ 57mp(23m�s).m � - A�OMPp,S�O • - 'Subject to simulator measurement uncertainty of+l 3% . - KYOCERA reserves the right to modify these specifications without notice. LONG/SHORT SIDE j - WARNING:Read the instruction manual in its entirety prior to �handling.nstalhng 8operat- - ing Kyocera Solar modules. 4 - - 040215 OUR VALUED PARTNER - r.: •T, � o � � Aliii r i F � solar,' 0 0 p Single Phase Inverters for North America solar Q !^� SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US 'OUTPUT 1 SolarEdge Single Phase Inverters i ... .. ........... 208V Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 11400 VA sA ........................................... .. .. ................... .. .. ...10000•�240V. ............................. ., rr 5400 @ 208V 10800 @ 208V For North America Max.AC Power Output 3300 4150 6000 8350 12000 VA ........................................... ....... ........ ...... .... ....s45o•Q.2aoY.. ...... 1o9so.@24ov. .........:......... AC Output Voltage Min:Nom:Max.i'r i 183-208-229 Vac SE3O0OA-US/SE380OA-US/SE50OOA-US/SE6OOOA-US/ t ........................................... ................ ................... .......................... ........................ ....... ............................. fi > AC Output Voltage Min:Nom:Max!'r SE760OA-US/SE10000A-US/SE11400A-US 211-240-264Vac �.•• .•• •., •.�• . ...• .�........ . ..,•,• .... .. .....•. r r • `- € " I AC Frequency Min,.Nom:Max.i'i 59.3-60-60.5(with HI country setting 57-60 60.5) Hz . .... .............. ......... k t `'�� 48 @ 208V Max.Continuous Output Current 12.5 16 25 32 47.5 A a{ `gyp Yv-t'i`#.t s + ;.: h ......................................... ..............., .. ..................21. .... ...................4... .. .... ................ ........... Q.?�kpy - .• r�°:' ,3 " GFDI Threshold •..,•.,•.••,•.,...••.. ••.•.•....•..• • 1 A Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes y _.,_.,_f ,. INPUT Spverla •y' s :"" Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W �<•. . .................. ... .................. .............. ...................................... ........ .............................. . ................. ......... Transformer .. ................ ....................................................... Yes ....................................................... .... ... 1 m Veats ........................................... Tr nprounded aRa11 .Nom.IDC Input Voltage325@208V/350@240V••••.•• ...._•.•....•• ...Vdc• r, .............. ......... ................ ............ ........ .............. ..... .... ... - .... ..... .... 16 5 @ 208V 33 @ 208V ' Max Input Currentr�1 9.5 13 18 23 - 34.5 Adc iss zaoy ........................................... .............. ............... .. ............ .... ..................gos @ zaov.. .. - .... ........... .. .. ..... . ................................. ......................................................... ..... ............... .... .......................... .................................................. ......... Max.Input Short Circuit Current 45 Adc _ Reverse Polarity Protection Yes Ground-Fault Isolation Detection 600kv Sensitivity „'. ..................................... .. .... ..... .. .. ..... .. .. ..... .. ... ... ... .... .. .... .......... .... .. ... -` •- = Maximum Inverter Efficiency,,,,,,,,,, ,,, 97.7 98.2• 98.3 •98.3•• •98• .•98• •98• ••�•• _ Weighted Efficiency 97.5 98 97.5 97.5 97.5 % 'i ... ..... .... .. .............. .......... ........8 .................... .............. ...... ........ ............. ... CEC.......... ..... ..... 5@.24 . : .. Nighttime Power Consumption 98<2 5 0V OV<4� ...W. ADDITIONAL FEATURES - j ` ............ 4, Supported CommunicationInterfEthernet,Z aces RS485 RS232 i Bee(optional) Revenue Grade Data ANSI C12 1 ............ ... Optionalr.�g .......... .... ......... / ................ ....... ..... ....... .. ... .. ... .... . ... . t f � � Rapid Shutdown—NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) . _ STANDARDt w' :. COMPLIANCE N y Safety UL1741 UL1699B,UL1998,CSA 22.2 n .r ..,'- ^• z' Grid Connection Standards ...................IEEE1547.... ................ ............. ........ .. .... ......... ............................. ........ ............ ................. .... ...... ....... ............................................ .... .... ^` fissions FCC p INSTALLATION SPECIFICATIONS output conduit size/AWG range 3/4"minimum/16-6 AWG art 3/4"minimum/8-3 AWG ......... .......... ............. .............. ...................................... ......... class rx A DC input conduit size/N of strings/ 3/4"minimum/1-2 strings/ I - i 3/4"minimum/1 2 strings/16 6 AWG Dimensions with Safety Switch AWG rang?.............. ..14 6 AWG................ ;•-— • ...� ;. ...... ................................................................................ ......30.5 x 12.5 x 10.5/ in�.... 30.5 x 12.5 x 7.2/775 x 315 x 184 -•.;.,.: r+: �. _ - -- 1A r „ . ., ._,; ., „ :`. ,' - •:.. ..(H%�M%9)................................ ................................I......................................................._...... ....... .............i1 Weight with Safety Switch 51.2/23.2 54.7/24.7 88 / 1 ......... I.b_m/m.k. g... ............................... •........•••. ................................... .................................. ....... Na ......... � tural . convection Cooling Natural Convection and internal Fans(user replaceable) fan(user v re laceabl.. .The best choice for SolarEdge enabled systems ........................................... ................................................................... .r9pla a le)........................-.......... Noise <25 <50 dBA Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Min:Max.Operating Temperature -13 to+140/-25 to+60(40 to+60 version availableisl) -F j`C — Superior efficiency(98%) Range................................... Protection Rating NEMA 3R . Small,lightweight and easyto install on provided bracket ......therr..............please Edgesu port. ............................................................................................................................ P - For other current s settings please contact SolarEdge support. A higher current source may used;the will limit its input current to the values stated. - ` —. Built-in module-level monitoring r� isi Revenue grade Inverter P/N SE SE,>t°,A US000NNR2ONNR2)for 7600W,nverterSE7600A-1.15002NNR2). Rapid shutdown kit P/N:SE1000PRSD-Sl. Internet connection through Ethernet or Wireless -0O version P/N:SE—A-USOOONNU4 Ifor 7600W Invert—SE7600A-US0021\11,11.14). - Outdoor and indoor installation .�W_ � Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster installation - Optional-revenue grade data,ANSI C12.1 { ` surtsa3c _ USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us I r _ I `s 1 r ) I ''^$Olaf�ltY ZepSOlar Next-Level PV Mounting Technology == $Olafclty I ZepSOlar Next-Level PV Mounting Technology ZS Comp Components r, for composition shingle roofs 0 Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 Flashing Insert Grip Ground Zep V2 Part No.850-1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 0104JII /e`W Description PV mounting solution for composition shingle roofs FA 0. Works with all Zep Compatible Modules °o^+PPr Auto bonding UL-listed hardware creates structural and electrical bond : ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2° Captured Washer Lag End Cap DC Wire Clip U` LISTED Part No.850-1631-001 Part No. Part No.850-1509 Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72"and cantilevers up to 24' • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D _ Date last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM s q( J , m } °L solarSolarEdge Power Optimizer - Zep CompatibleT'" o o solarKo o Module Add-On For North America P300-ZEP SolarEdge Power Optimizer - t t x .� n ' � ell P.V IflOdUlES) . _. � - le Module Add On Rated Input DC power") r 300 W Zep Compatible ( ...................... ..... ................ .......... ...... . Absolute Maximum Input Voltage(Voc at low est tem erature 48 Vdc ............................P.........g.........................p.........).. ........................................................ ' IL1Li MPPTO Operating Range 8-48 Vdc For North America P300-ZEP a �. t g.....g.................. Maximum Short Circuit Current(Isc)................................ ................................ ..10. .................................. Adc .... * Maximum DC Input Current 12.5 Adc ............................................................................. ... ..... . . ........ ... .. ................................ Maximum Efficiency 99s / .... ............................................................ ....... � ''a.,' Weighted Efficiency ....................................98.8.................................... ........ .......... .I.........:.................................. . .. .. Ii.. .. .. -`. Overvoltage Category 'OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) ` = Maximum Output Current 15 Adc .. ................. • '.�. Maximum Output Voltage 60 Vdc - )OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR fNVERTER OFF) E Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE . EMC FCC Part15 Class B,IEC61000 6 2,IEC61000-6-3 i -1(class II safety),UL1741Safety IEC62109 ........................... .................................................. ................. .....RoHS Yes ?INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc r .......................... ...........I...........(........................... ........... tf Dimensions includingmountingbracket W x L x H) 141 x 256 x 40.5/5.55 x 10.08 x 159 mm/in { ................ . .................. ................ .. Dimensions excluding mounting bracket (W x L x H) 14..x,212..405/5 S..x 8.3....1.59 m.../in ............................ ........ . ......... ... ) Weight(includingcables and mountin bracket 1170/2.54 kg/lb ...........................bles an Input Connector..... MC4/Amphenol/.Tyco........................ .. . ........... . Output Connector.. .................................................. Double Insulated;.Amphenol...................... f. b Output Wire Length 0.95/3.0 .. m/ft .. rg ....... ................ .............................................. .. .. Operating Temperature Range....................................... -40 +85/ 40 +185.......................... C.�..F.... a. ., .. ....... ..... ........ .... ... � 4 Protection Rating................................................... ... IP65/NEMA4................................ Relative Humidity 0 100 � .. ........... .............. { ...... ......... ............................................................ ............................................ .. ...................... Rated power of the module.Module o p ♦5 power tolerance allowed.. I+I STC o f u to % ow ,•.a,� ., `., .. _ r � ' THREE PHASE THREE PHASE E PV SYSTEM DESIGN USING A SOLAREDGE INVERTER SINGLE PHASE • � . 208V 480V18 i Minimum String Length(Power Optimizers) $........... ............10............ .................. ........... .................................................................................... Compatible with Zep Groove framed modules MaximumString Lengtn(Power optimizers) zs zs so .....................ngth............ timi......................................................... ........................... ........................... ............. Maximum Power per String 5250 6000 12750 W ................................. .............................................. .......... ........................... ........................................ Certified Zep Compatiblelm bracket - Mitigates all types of module mismatch losses,from Parallel Strings of Different Lengths or Orientations Yes manufacturing tolerance to partial shading t ........... .............................. ....... ............. ......... ... .............................................................................. ............. Attaches to module frame without screws-reduces on-roof g p g labor and mounting costs — Flexible system design for maximum space utilization Power optimizer equipment grounded through the bracket — Next generation maintenance with module-level monitoring c Up to 25%more energy Module-level voltage shutdown for installer and firefighter , *_ ; fib, " Superior efficiency(99.5%) safety l i USA GERMANY ITALY FRANCE JAPAN CHINA ISRAEL AUSTRALIA WWW.solaredge.u5