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( ,:,.. s t..,:�,a K, - , a. y �,o-, s. Y„.: t.... sr. .:. r,. r .t:. ,_. .,.G.. ._, t....... ., r, t ; .e tS...,., F , I,l.. a .. ..:..: , .. .,. .. :I 'x, t .,.,,, r a .. ,..,...:. , .::, .. , , 3 , .r ..., ,, I PYS .,. . ..vt i ; ,} 211; 1 y, - ,n , :�:"' ,' !I!!!! "" I , - � :. � : �11' kll I ,:. t 4 X (:; , t 1.' t f I 1 ,i ,w f t .I , ., .. - .� -11 ,� I'l} i ` , t , ., , .». , q „ . } „ j i 4. a. :�... {..: .,,. {, ,r ,... 1:r ,d ., i ,+., 3 bu , ;w:- .r �..:,r .- a ., ., c., iz. ... „ 1.:.. t ,, t .,..,. .,... l ..,. +:., ...,3,_., �.:...,. e.., ei; .l.e 1„ -1 F.. ) t i. rn A C,},Id a/la.n5+*'.X+ .: :...... r. ..,,. a... ,..(. ,. , ,e.el.. ,,:,.: "..,t ,,.:,.-, .K):+.rt,ffi.F,....rt4r.2, a,9,....,(„td2.,a ,:bMrt...,G:.M,(14,.fN i' �'f61...4.d5"�rt ,... 4t ,,,.,, :.n ..s...,�. r .. ,rd ,,...u-a., k Gl-r z`rev laic Town of Barnstable *Permit# Expires 6 months from issue date yP Regulatory Services Fee BAMSPABM "AS&1639. Richard V.Scali,Director Building Division r Tom Perry,CBO,Building Commissioner APR O 200 Main Street,Hyannis,MA 02601 4 �O1a Office: 508-862-4038 aa" www.town.bamstable.ma.ufN/N OF 8A H N S 11948-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY .Map/parcel Number 9,11 G <lot Valid without Red X-Press Imprint Property Address �C� �Gl 1 C (1'1{e)b O rl J e ❑Residential Value of Work$ L3000 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address �r e � a)e) ea-kM 17a Jr I &&ISkb I M /4 6 X 36 Contractor's Name T Cay I d To rym o I i l O Telephone Number 7f1 &3s O 7j e Home Improvement Contractor License#(if applicable) /S 8'R 6 Email: An I(e 645 mMLU i Corvt Construction Supervisor's License#(if applicable) 66 3 O 6-? ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner KI have Worker's Compensation Insurance - Insurance Company Name -A -7�--w t e r- S Workman's Comp.Policy# -(CCU �, S- (3 dq 6 pcl' 3 s/ 6 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to 00&sce4� M A ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: ❑ Smoke/Carbon Monoxide d-tectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Own.-r must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is require SIGNATURE: C:\Users\Decollik\AppData\LocaiMcrosoft\Windcws\Temporary Internet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc p Revised 040215 e e Serving Greater Boston for Over 25 Years! _- 4a H A LLM A Dave Tomoljllo a,u.►.a. ue:110MV-S REMODELING CSL#: 064063 HIM 158936 Standards & Quality are out Priority! OWNER'S AUTHORIZATION FORM For Building Permit Application(s) The sole purpose of this form is to provide Hallmark Homes Associates, Inc. with the necessary permission from the Owner to file Building Permit Application(s) for such Project work as agreed upon between the Owner and the Owner's Authorized Company and its designated subcontractors. ACCID OWNER'S NA r)201Ue e g Project Add Project/Job ID m jC {Sigtatu (Oa te) Owner's Authorized Company: Hallmark Homes Associates, Inc. Company's Address: P.O. Box 885, Medford, MA 02155 Affiliation: Contractor Hallmark Homes Associates,Inc.•P.O.Box 885,Medford,MA 02155•(781)838-0789•www.HallmarkHomesRemodeling.com TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r rs Map -17 Parcel MW A &h pplication: Health Division Date Issued Conservation Division Application Fe Al r Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH qj"s _ Preservation/ Hyannis Project Street Address -00 j nQ Village �lrift.3W L Owner Er,e_,,L Q Chr,,J gpiS Address Wf r a Q Z(o Telephone W '-7 - 6 � Permit Request cl, Inc4 4Ad 6 i 4 i 1)?ion qZ b Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District QF'_ Flood Plain Groundwater Overlay Project Valuation O Construction Type dui �3 Lot Size Pik_ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family arl Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 Historic House: ❑Yes ❑ No On Old Kin 's Highway: ❑`"Yes ❑ No 9 9 g Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) P%k Basement Unfinish d A ea (sq.ft) Number of Baths: Full: existing �� new Half: existing U /�I ;,� .new �- Number of Bedrooms: existing _new ��2 Rer- Total Room Count (not including baths): existing new �'F�ir-st Floor Room`bunt Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other \\ Onentral Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No drDetached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new 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 Sa IN, �orI-J-60MPot Telephone Number Address/64 L P/'n 911.d. License#a ID�n l- ��B�, 1�2vimi 1 CtO Home Improvement Contractor# �� Email i(l Worker's Compensation # GAGOWQI�_-QO ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 5 - is Alt 0 SIGNATURE DATE Ild L _ � i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED ! MAP/PARCEL NO. R _ 7 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. DocuSign Envelope ID:316C5A95 F604-4005-891E-3311FAC31F8D 0�V i ❑. � m 22. PRIVACY/PUBLICITY I have read this Lease and the Exhibits in their entirety and I You grant SolarCity the right to publicly use,display,share, acknowledge that I have received a complete copy of this and advertise the photographic images, Project details, Lease. price and any other non-personally identifying information of your Project.SolarCity shall not.knowingly release any personally identifiable information about you or any data Customer's Name:Erica Aceto associating you with the Project location.You may opt-out pocusi nea 9 by: of these publicity rights by giving us written notice and Signature: mailing it to:SolarCity Corporation,Attention: Publicity Opt Si g -36 I U.)6MFEE4.9YE... Out,3055 Clearview Way,San Mateo,CA 94402. Date: I 1 / / 01 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Customer's Name: YOU SIGN THIS LEASE.SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM,FOR AN EXPLANATION Signature: OF THIS RIGHT. Date: 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS LEASE UNDER SECTIONS 6 AND 23,YOU MAY ALSO SolarLease Agreement <11 -, CANCEL THIS LEASE AT NO COST AT ANY TIME PRIOR TO r, `, f COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. ( `LS.O�a r�'� 25. Pricing - -., "�' y The pricing in this Lease is valid for 30 days after ] \l\ pproved 11/18/2015. If you don't sign this Lease and return it to us on or prior to 30 days after 11/18/2015,'SofarCity reserves � q Signature: the right to reject this Lease unless you agree to our then , current pricing. `�_. _ Lyndon Rive, CEO i t Date: 11/18/2015 a SolarLease Agreement,version 7.1.0,November 11,2015 1322838 DocuSign Envelope ID:31BC5A95-FB04-4005-891E-3311FAC31F81D EXHIBIT 1(SOLARCITY COPY) NOTICE OF CANCELLATION STATUTORILY-REQUIRED LANGUAGE Notice of Cancellation Date of Transaction:The date you signed the Lease. You may CANCEL this transaction,without any penalty or obligation,within THREE BUSINESS DAYS from the above date. If you cancel,any property traded in,any payments made by you under the contract or sale and any negotiable instrument executed by you will be returned within TEN DAYS following receipt by the seller(SolarCity Corporation)of your cancellation notice,and any security interest arising out of the transaction will be canceled. If you cancel,you must make available to the seller(SolarCity Corporation)at your residence,in substantially as good condition as when received,any goods delivered to you under this contract or sale,or you may,if you wish,comply with the instructions of the seller(SolarCity Corporation)regarding the return_ shipment of the goods at the seller's(SolarCity Corporation's)expense and risk. If you do make the goods available to the seller (SolarCity Corporation)and the seller(SolarCity Corporation)does not pick them up within 20 days of the date of your notice of cancellation,you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller(SolarCity Corporation),or if you agree to return the goods to the seller(SolarCity Corporation)and fail to do so,then you remain liable for performance of all obligations under the contract. 4 To cancel this transaction,mail or deliver a signed and dated copy of this cancellation not ci e;or,any other written notice,or send a telegram to SolarCity Corporation,Document Receiving,6611 Las Vegas Blvd.S.,Unit 200,Las Vegas,NV 89119 NOT LATER THAN MIDNIGHT of the date that is THREE BUSINESS DAYS from the date you signed the Lease' ' I,Erica Aceto,hereby cancel this transaction on <„�• k [Date]. 1g <% Customer's Signature: --_ Customer's Signature: ' el SolarLease Agreement,version 7.1.0,November 11,2015 1322838 sy ' Version#53.6-TBD oc��a Solar' City. December 8, 2015 A' RE: CERTIFICATION LETTER Project/Job #0262369 Q J'ASON WIL IAM Gcn Project Address: Aceto Residence aMAN 0 200 Palomino Dr U STRUCTURAL Barnstable, MA 02630 No.51554 O AHJ Barnstable �a fi0/875- �'$ '� SC Office Cape Cod �StpNIAt Es\ 08/2015 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 - MP1: Roof DL= 13.5 psf, Roof LL,1SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) - MP2A: Roof DL= 11 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) - MP26: Roof DL= 11 psf, Roof LL/SL= 21.psf(Non-PV Areas), Roof LL/SL= 14.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19138 < 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 evaluationI 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 ASCE 7 standards for loading. The PV assembly hardware specifications are contained in the plans submitted for approval. Additionally a summary of the structural review is provided in the results summary tables on the following page. Digitally signed by Jason Toman Date:2015.12.08 16:10:32-07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY v(650)638-1029 solarcity.com AZ ROC 243771.CA CSLS 888104,00 EC W41,CT HIC 0632778.DC HIC 71101486.OC H1S 71101488,HI CT-29770,MA HIC 168572.MD MHIC 128948,NJ 13VH06160600, CR CCB 180498.PA 077343,TX TOLD 27006,MIA GCL:SOLARC'A 1007.0 2013 SdarOty.All rights reserved. . Version#53.6-TBD 'SolarCity. i 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 MPS 64" 24" 39" NA Staggered 76.8% MP2A 64" 24" 39" NA Staggered 76.2% MP2B 64" 24" 39" NA Staggered 76.2% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPi 48" 17" 65" NA Staggered 96.0% MP2A 48" 17" 65" NA Staggered 95.2% MP26 48" 17" 65" NA Staggered 95.2% Structure Mounting Plane Framing f Qualification Results Type Spacing Pitch Member Evaluation Results MPi Finished Attic @ 16 in.O.C. 400 Member Impact Check OK MP2A Stick Frame @ 16 in.O.C. 300 Member Impact Check OK MP2113 Stick Frame @ 16 in.O.C. 300 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. I 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771,CA CSLS 888104,CO EC 8041,CT HIC 0632778.OC HIC 71101486,OC HIS 71101488,HI CT-29770,MA HIC 168572,MD MHIC 1289.18,N.113VH06160600. OR CCO 180498,PA 077343,TX TDLR 27006,WA CCJ—'SOIARC`91907.0 2013 Sola,Qty.Afi rlphts mseroed. ,STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1 Member Properties Summary MPi Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 .. 12.28 ft. Actual D x y, - 7.25" Number of Spans(w/o Overhan 1 San 2 Nominal Yes Roofing Material Comp Roof n San 3 A 3, 10.88 in.A2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I y 47.63 in.A4 Board Sheathing None Total Rake Span 17.10 ft TL Defl'n Limit 120 Vaulted Ceiling Yes PV 1 Start. „ 0.75 ftf, Wood Species ;SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 13.00 ft Wood Grade #2 Rafter Slope 400 PV 2 Start Fb . 875, si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E - 1400000 psi , Bot Lat Bracing Full PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf. x 1.31 17.6 psf 17.6 psf PV Dead Load PV-DL 3.0 psf x r 1.31 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SLI,2 30.0 psf x 0.65,a 1 x 0.35 19.5 psf .10.5 psf Total Load(Governing LC TL 1 37.1 psf 32.0 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2, pf=0.7(Ce)(CO(Is)pg; Ce=0.91 Ct=1.1,I5=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1 1.00 1 1.2 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 845 psi 728 psi 0.86 Pass s , [CALCULATIOfN OFTDESIGN WIND LOADS=MP1 Mounting Plane Information Roofing Material Comp Roof PV,Sy stem Type ' �., SolarCity SleekMountTM Spanning Vents No Standoff`Attachment Hardware _ Comp Mount Type C Roof Slope 400 Rafter Spacing _ - Framin Type Direction Y-Y Rafters Purlin Spacing _X-X__Purlins_Only_ M, <' NA Tile Reveal Tile Roofs Only NA Tile Attachment System_ .. STile Roofs Only _ :j NA, Standin Seam/Tra Spacing SM Seam Onl NA Wind Design Criteria _ Wind Design Code ASCE 7-05 Wind Design Method , „ .° Partially/Fully Enclosed Method _ Basic Wind Speed V 110 mph Fig. 6-1 � Exposure Category n• = '. . k j C.. - - Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height r< h . . 25 ft ;. .. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure____ _ KZ 0.95 Table 6-3 Topographic Factor` �Krt� - - _1.00 Section 6.5.7 . Wind Directionality Factor Kd_- 0.85 Table 6-4 Importance Factor Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC DoW° <. . ___ 0.88 _ Fig.6-11B/C/D-14A/B Design Wind Pressure p p =qh(GC) E uation 6-22 Wind Pressure U „ -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantileyer - r Landscape u. ffi 24" NA_ Standoff Configuration Landscape Staggered _- Max Standoff Tributary,Area � - a s, u Trib• « 17 sf PV Assembly Dead Load W-PV 3.0 psf Net NetWind;Upliftat,Standoff �T-actual ��384Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity- - w DCR. 76.80/(0 -��- X-Direction Y-Direction Max Allowable Standoff Spacing, Portrait 48" 65" Max Allowable Cantilever_ ,. � _ _Portrait_ ° P7"-_ - __ �NA�____ Standoff Configuration Portrait Staggered Max Standoff Tributa_ry.Area Trib y -22 sf J- - PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff 1 T=actual ' v -480 lbs ' Uplift Capacity of Standoff T-allow 500 Ibs � Standoff Demand Ca aci DCR' `z` 96.0% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 15.24 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A X 13.88 in.A2 Re-Roof No Span 4 S. 21.39 in.A3 Plywood Sheathing Yes San 5 I 98.93 in.A4 Board Sheathing None Total Rake Span 18.54 ft TL Defl'n Limit 120 Vaulted Ceiling No PV 1 Start 2.08 ft ,Wood Species,, SPF. Ceiling Finish 1/2"Gypsum Board PV 1 End 15.25 ft Wood Grade #2 Rafter Slope ;; 300 PV 2 Start Fb 875 psi Rafter S acin 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing I At Supports PV 3 End Em;,, 510000 psi Member Loading Summary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PV-DL 3.0 psf ;._ x¢1.15= z _ IN. 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl'2 30.0 psf '" )(0.7 -'1 x 0.47 21.0 psf 14.1 psf Total Load(Governing LC TL 1 33.7 psf 30.3 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CO(IS)p9; Ce=0.9,Cr=1.1,IS=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CIF Cr D+ S 1.15 1.00 1 0.30 1 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 1 728 psi 653 psi 0.90 Pass CALCULATION OF DESIGN WIND LOADS Mounting Plane Information Roofing Material Comp Roof PVaSystem Type. SolarCity SleekMountT" Spanning Vents _ No Standoff Attachment Hardware ;IA A 6a: Comp Mount Type C Roof Slope 3 16 Rafter Spacing. 0 U� g __ _ �r k� O C. y 2x». � per r �; Framing Type Direction Y-Y Rafters Purlm Spacing _X-X Purlins_Only_ NA - Tile Reveal Tile Roofs Only NA Tile Attachment System'. Tile Roofs Only NA Standing Seam/Trap Seam/Trap Spacing SM Seam'only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Method _ _ w, - Partially/Fully_Enclosed Method - _Method-- Basic Wind Speed V 110 mph Fig 6 1 Exposure Category pM -- �- r - - - _ ___�_ _ _� C Section 6 5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25.ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure _ KZ _ Y 0.95 �� Table 6-3 To ographic Factor a Krt, . .a, 1.00 - Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 1:0 77 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B .,4 0.88 " „. Fig.6-116/C/D 14A/B Ext. Pressure Coefficient Down GC p.wn Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf IALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing- Landscape 64" 39" Max Allowable,Can tile verLandscape. _„ 24" _ NA__ Standoff configuration Landscape Staggered Max Standoff Tributary Area s, Trib _ e, 17.sf... PV Assembly Dead Load W-PV 3.0 psf Net,Wlnd Uplift at Standoff _ ___ T_actua -381 Ibs _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity- - DCR 76.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever ,: Portrait_ „. 17" —NA Standoff Confi uration Portrait Staggered Max_Standoff_Tdbutary Area ' Trib f .. 22 s PV Assembly Dead Load W-PV 3 0 psf Net WindUplift at Standoff _s T-actual -476 IS Uplift Capacity of Standoff T-allow 500 Ibs Standoff emand/Capacity. DCR r 95.2%- 7STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP213 Member Properties Summary MP26 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 10.56 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Como Roof San 3 A 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 Plywood Sheathing Yes "S an'S I 98.93 in.A4 Board Sheathing None Total Rake Span 13.14 ft TL DefPn Limit 120 Vaulted Ceiling No _ PV 1 Start r '12.08 ft°fii' -,Wood Species ` SPF'= Ceiling Finish 1/2"Gypsum Board PV 1 End 10.58 ft Wood Grade #2 Rafter Slope 300 PV 2 Start Fb - 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PWDL u 0 3.0 psf LL¢ x'1.15r.r. rt f I I '. 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load LL SLl z 30.0 psf x OJT I x 0.47 21:0 psf ..14.1 psf Total Load(Governing LC TL 1 33.7 Psf 30.3 osf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(Is)p9; Ce=0.9,Ct=1.1, IS=1.0 Member Design Summary er.NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.43 1.1 1.15 Member Anal sis Results Summary Governing Analysis Pre-PV Demand Post-PV Demand Net Impact Result Gravity Loading Check 348 psi 311 psi 0.90 Pass CALCULATION OF DESIGN-WIND-LO �B Mounting Plane Information Roofing Material Comp Roof SolarC WS eeki o nt PV System,Type' _„-- °` °� �! ,M :u Spanning Vents No Standoff Attachment Hardware Comp Mount Type C Roof Slope 300 lTa - 16 O.C. RafteraSpac_ing_ Framing Type Direction Y-Y Rafters Purlm;Sp_acing oX-X Purlins Only s DNA ' Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only. NA .__ __ , Standin Seam/Trap Seam/Trap Spacing SM Seam OnlyNA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design,Method ; "Partially/Fully Enclosed Method.,w �, _ . Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof _ Fig.6-11B/C/D-14A/B Mean Roof Height _____� h 25'ft �6 Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 100 Section 6.5.7 Wind Directionality Factor _____ Kd 0.85 Table 6-4 Importance Factor „ :: A, . --AL, 1'-0 �� . � Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure-Coefficient Dowh' GCS Down . G 088 Fig.6-i1B/C/D-14A/a Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape ,dscape (All39 Max Allowable,Cantilever �".fp� Landp _ 7 24" � DNA_ � Standoff Configuration Landscape Staggered Max Sta,ndoUributary,Area Trib. r' 17 sf PV Assembly Dead Load W PV 3.0 psf Net Wind U lift_at_Standp-f T actual -381 Ibs_ Uplift Capacity of Standoff T-allow 500 Ibs -�„ . Standoff Demand Ca aci DCR 762% - - X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" �..-,. Max Allowabl C tileve Portrai Co t" _ 17" - ---. Standoff nfi uration Portrait Staggered Max;Standoff Tributary Area Trib___-_., —_22 sf 3 PV Assembly Dead Load W-PV 0 psf Net Wind Uplift at Standoff-_`—T-actual -4761bs Uplift Capacity of Standoff T-allow 500 Ibs Stan ff Demand Ca aci `_ " DCR _ 77 952% ' i Amnesty Apartments Last Name GARRANT First Name EDWARD&JEANNE 2nd Owner 2nd Owner Last Name First Name Map Parcel 297045 Property No 200 Property Street PALOMINO _.. __._. Village BARNSTABLE State MA Zip 02630 Status Ill l A egapa.tment Action Required enforcement Assessors Use Group ,Single Family Comp Per Issue Recorded Date Application# � Permit Issued: C of C Totals Program Total Descripton Cert of Occupancy Issued: Cent of Compliance Issued Notes 5/21/08 OWNERS SPOKE WITH LE,WILL APPLY TO AMNESTY, EXISTING APT IN ADDITION. 8/8/08 CINDY. OWNER NOT INTERESTED IN AMNESTY,HOUSE ON THE MARKET. GC�� E3arry,Lois From: Dabkowski, Cindy Sent: Friday, August 08, 2008 3:03 PM To: Barry, Lois; Edson, Linda Subject: Request.for Information Hello Ladies I have recently received information from 200 Palomino Dr Barnstable - Mrs. Garrant says she is not interested in the amnesty program and that her home is currently up for sale. What is the appropriate process and who do I inform of this information? Cindy Dabkowski 508-862-4743 I 1 r oFtHE ra,, Town of Barnstable Y Regulatory Services * BARNSPABLE, v MASS. $ Thomas F. Geiler,Director �ATE1639. Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 AMNESTY APARTMENT ELIGIBILITY VERIFICATION r nn / Re:Qci-� atoatAl-d 1�'1�4 2 PyZ—d y. After reviewing the street file of the above named property, I verify, to the best of my knowledge, that the apartment was in existence before January 1, 2000. This property is now eligible to apply for the Amnesty Program. Tom Perry Building Commissioner ate- l s � V A THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA .'i•,a.: �` .=:i _. 3 s, >s •. $� ,F - ,�.. .,�^ ws 'i` 'Ce .a,« w„ +.i. S.f� ? ,�.�� ,� n'rx � �°r' � �'.�•--a .`3 M� � m• "fir.�_. F."�"f�'�``.��^#fi� � ^a,�`w;, '*'+% '."i�'�"�`,�,�,, �.r ',�g��.w-��.. ��'ff;" +�,or� „°'^ st�� "' �ti'� `fiy'-^`�;r `" r 'ate �_ "��_.. a'�k„y�,` „�":_-�� l_�,�,• '� v, ..��' _. � � XTM. .+ �n "�� .:� �• .,yam;-�a�.��y,�,�,•�,,,y ��"'.ar-�RA o�>� YL'•��,�n:_ �I�`d IUUUfff.. -�"'6:c�- `�+�,5?�'.�,s ,. `�" ps�?,��, �'7A�,� m "2�'�u,�'�:,;:..� • :,.A��+-f� +k�_�.,� a�, i��w r Farr a G,. �`... u c� `4. -. N �t �� t ri{ *R' y*,'. li.•3`'� �`"wr �` �+f A,7 G ^ -"44 "7< . �' �' v`r♦ V�i 1 ir,. neT l - over INZI ^ 44 awn�.<. ga , - ,� plc_ ►�- r �s e " = 1 " .., N„ z " 00 MASSACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING �J (Print or Type) a61 ,04 ,s TOWN OF BARNSTABLE Date z9z 19� Building Permit# AT: Location aU2 ALvl� /I/e9 Afs Owner's Name of c57 l �,.,/ Type of Occupancy: New Renovation Yd Replacement ❑ Plans 1/ FIXTURES Submitted: Yes ❑ No7' Z N t y is O Z ~ ! y ►- H J Z yr W W Y J N Y V < y N Z N < It C = ~ H Z O Z Z = 6 N o I- W y tz U C Y < N W G H J N N _ _ V Z O O ¢ m W at i s W r] < N = C s C ; W C W Ye '� N N tC J p Q O ~ 'rr O J R < Y W W R _ ~ V i f- O LL Z 6 0 to ►- i 0 0p y Z Z W f' o U, x i < < < s = a < < O < J J < a c s < o < e sus—BSMT. BASEMENT 18TFLOOR 311 ZNDFLOOR 3RD FLOOR 4THFLOOR r STN FLOOR BTHFLOOR 7THFLOOR BTHFLOOR (Print or Type) Installing Company Name Check One: Certificate ❑ Corp. Address za? �d�l/� ��i ❑ Partnership 41 04irm/Company Business Telephone Name of Licensed Plumber z 1 hereby certify that all of We details and information I have subsumed(or entered)in brave apPlintinn are line.nd accurate to me bete of mr knowledge tad that all Plumbing work and tnstallatinns 1wrtunued under Permit issued for this application will be in compliance with all pertinent pro- viaaons of the Maatachusetts State Plumbing Code and Chapter let of the t:aaetal Lawn. I have informed the owner or his agent that I do not have liability insurance including completed operations coverage. Signature of Owner Agent 1 have a current 'ability insurance policy to include completed operations coverage. By Title S gnatur of Licensed Plumber City/Town: pe of Plumbing License p/ APPROVED (OFFICE USE ONLY) License Number Master 0 Journeyman BELOW FOR OFFICE USE ONLY PROGRESS INSPECTIONS FINAL INSPECTIONS SKETCHLS 9 �] FEE 5�oW�Jl 'Viol tl t N O. APPLICATION FOR PERMIT TO DO PLUMBINGh6�P� •�� NAME i TYPE OF BUILDING fJ�C/f LOCATION OF BUILDING PLUMBER PERMIT GRANTED DATE 19 PLUMBING INSPECTOR APPLICATION FOR PERMIT TO INSTALL AND REQUEST FOR ELECTRICAL SERVICE r� q Inspector of Wires 1 (� �j Wiring Permit # 'rid' ! COM/Electric # G�# Town of Barnstable Massachusetts Building Permit # Date 11/02/94 Customer: Edwnrd & Joannip GEtrrant on (Street #) 200 Palomino Drives Lot.# in the village of Barnatablo utility pole number or underground number Customer's billing address BatnR .. Temporary New installation Change of service Starting date new addition, 19 receptacles, 8 1/2 switched outlets, 10 single pole switches 7 3-wa Job description $ p a Y switches, 4 4-way switches, 2 S130 c1doet lights, 1 pull chain, 1 keylis, 4 recessed fixtures, 2 heat-vont-lights, 3 GFI s, l zone of heat & 1 outside light Service entrance voltage Amperage Phase Wire size(cu.or al.) Conductor,per phase Number of meters Water heater - Off peak: Yes a No— Estimated load: Electric heat _kw,lights kw,Range dryer Motors,H.P. &Phase ' s Ready for first inspection 11/02/94 Ready for final inspection will 0411 Electrical Contractorlatleur Electric-x' Lic. # A7043 Telephone #" 775-6814 Address 30 Peroeyekance Way, Hyannis, MA 02601 Additional Remarks: �1J �Lz. 4A=- r� -% - 01 zy Do Not Write Below This Line ELECTRICAL WIRING INSPECTION CERTIFICATE INSPECTOR OF WIRES INSPECTIONS DATE FEE CHARGE Temporary Service Roughing in /�'09 .Lr4ef Service and Meter Off Peak Meter Final Approval Disapproved' 'For the following reeponc ��'� �C'/JltJey� 7!� X-_ Lp C�S'74�/eF1 C��t/e� 1�iYl� �.o-��m�.Cir?i1'd-® �d.�o7 r S tL�c7l,/ �rl� -1 e��[`- ,S'.�✓ CERTIFICATE OF INSPECTION Date To the COMMONWEALTH ELECTRIC COMPANY.The installation described above has been completed and has this day been inspected and approval granted for connection to your service Inspector of Wires WIRING INSPECTOR TOfBE NOTIFIED WHEN.WORK IS READY FOR INSPECTION t Permit Good For One Year From Date Of Issue CA 46 INSPECTOR'S NOTICE i r Psc I t The Commonwealth of Massachusetts PernitNo. 1j Department of Public Safety Occupancy S Fee Checked BOARD OF FIRE PREVENTION REGULATIONS S27 CMR 12.0J 3/90 leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed In accordance with the Massachusetts Electrical Code. 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date 11/02/94 City or Town of Barnstable To the Inspector of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street & Number) 200 Palomino Drive, Barnstable Osmer or Tenant Edward & Jeannis Garrant C.:ner's Address same Is this permit in conjunction with a building permit: Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization NO. Existing Service Amps / Volts Overhead ❑ Undgrd❑ No. of Meters New Service Amps / Volts Overhead ❑ Undgrd❑ No. of Meters Nu-.ber of Feeders and Ampacity Location and Nature of Proposed Electrical Work New addition No. of Lighting Outlets No. of Hot Tubs I No. of Transformers Total KVA No. of Lighting Fixtures 1 CIS Swimming Pool Above❑ In- ❑ grnd. grnd. Generators KVA No. of Receptacle outlets 19 No. of Oil Burners (Batter EUnittsncy Lighting No. of Switch Outlets 8 No. of Gas Burners FIRE ALARMS No. of Zones No. of Ranges No. of Air Cond. Total tons No. of Detection and Initiating Devices No. of Disposals No. of Heat Total Total No. of Sounding Devices P Pumps Tons KW No. of Dishwashers S ace/Area Heating KW No. of Self Contained P g Detection/Sounding Devices No. of Dryers Heating Devices KW Local❑ Municipal Connection y g ❑Other No. of Water Heaters KW No, of No, of Low Voltage Signs Ballasts Wiring No. Hydro Massage Tubs No. of Motors Total HP OTHER: 7 3-way switches, 4 4-way switches, 2 S130 closet 10 single pole itches. y � lights, 1 pull chain, 1 keylis, 4 recessed fixtures, 2 heat-vent-lights, 3 GFI s INSURANCE COVERAGE: Pursuant to the requirements of Massachusetts General Laws & 1 zone of heat I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES[3 NO n I have submitted valid proof of same to this office. YES® NO If you have checked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE Q BOND ❑ OTHER ❑ (Please Specify) Continental 7/1/.95 Expiration Date Estimated Value of Electrical Work $ Work to Start Inspection Date Requested: Rough 11/02/94 Final Will call Signed under the penalties of perjury: FIRM NAME LaFleur Electric LIC. NO. A7O43 ` Licensee Raymond E. LaFleur Signat e % N0. Address 30 Perseverance Way, Hyannis u Tel. No. 75-68h— Alt. Tel. No. OVINER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or its sub- stantial equivalent as required by Massachusetts General Laws, and that ny sign:.*,±.re on this permit application waives this requirement. Owner Agent (Please check one) r�a Telephone No. PERMIT FEE $ ICJ (Signature of Owner or Agent fII i