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0863 BUMPS RIVER ROAD
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'lxe" Ijv ,P , ,-. , - da 4D ,. k b: :.1}IP(` 'Y p:G q At ,hFa1R �i , :a .� „# , - z.,,x, '3, `.;:•^ , ,F', iJ.: 0i e' 71 1` } c i ya ':r i, 4,r4,,.,:a, a, , .. ,.'P,, , ,. r :` ., ..a r r/ .M to �,: A > :R ,.. .kM,,,.,, O ,.r .}. r, ,, pr it, ,^'A r J,•'4 M 'f I t i�€': "I a ' ` ,t., , r:.;: >' , ; N P :', 6„ r ':, ',iv a �'� t'�•i ,a -1c is :1r, ,Ms, , ,,t+i. e; �. ,q ,. , rs, ,,e, #b, ,Y}r i ,I ? ,,I ,�. �.r.. r d # RY- m# `$I:"pr „t,- b ,"x a•t.,.. •' T ,' d,:^..,, ,': .,:, , Ar ",; µ, #, `�' .q �.k '' +'A, ,Ant b, ,d. ,.:❑` r'' a,,.-�� . , 1i. MM a " A"" t.„ ;. , '^ ra d4F 'I Y {4',. a t, :`y ,�, ,.�, ' " r, .: " ' :: Y ... , , ., , a'k YM@ riS 1 4a,A 4 „: sr 4 , 9 ,+,. _;, D r. ,. .';. ,. ;,'�,. I'Y :d .v ,4 t ,a r(, :.. f `Y','i 4 dk . , ,,,. - ....a, , s... - e l ;• t. b # #� P, �EYt' :i �} i ,;t#. • c-:. . IMMUNE { ..., :', ,a .. , ,,y . , " '.:. - t, ...,.. .: i,: tt #r4° k sr. `s Nal A.. '4."k�� a.;'S ta- ire „4_. d•.. I,,,. _.a. -a_. t a}y ",,.. _ ,,:.� _, ,..� ' ., i. -._. ,,, .... . n „",...a'.'^. ,.,..,y .,.. r ,., ''GPr Y,<x i \ ( TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel` O Application # ®1O `o�CD ti . Health Division C I . I 3_� Date Issued Conservation Division (� Application Fee Planning Dept'. Permit Fee Date Definitive Plan Approved by Planning Board U ; Historic - OKH — Preservation/Hyannis ; Project Street Address S(o 3S�M>ng Village ca 1JM16e I, Owner 4"Roaawis Address, Telephone •426 • 95o n . Permit Request My ?Arae L" Cow rLAm r4g?r fFPAMI444 To pack. aT. Square feet: 1 st floor: existing 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 Type: Single Family .❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing rL Number of Bedrooms: existing _new ? _n Total Room Count (not including baths): existing new First Floor Re m Cou w Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood oal stove: ❑ems ❑ No w r- Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing new size_ Attached 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 f APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G c>WAg g-, �c Telephone Number J54=)6 •e�.?,S • $°»2 Address gwS 94RV4 0%la2. ►, • License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 7T;% ogi-flIQ � SIGNATURE• DATE 10 a '7 1 y. FOR OFFICIAL USE ONLY 3 • a APPLICATION# _DATE ISSUED is L.;:MAP/PARCEL NO-.- ADDRESS ADDRESS = = VILLAGE j OWNER r DATE OF INSPECTION: +OUNDATION�+'rW +q _--v FRAME ;INSULATIONiit �" 1 =�Ut A age" i y FIREPLACE .r f ELECTRICAL: ROUGH FINAL -` j • PLUMBING: ROUGH FINAL F GAS:_!'P " .-ROUGH iS G-A FINAL :FINAL-BUILDING,iL_= f "? �• ,'-.DATE CLOSED.OUT �1 ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street ! ilus r ' Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lellibly Name (Business/organization/Individual): C � Address:�o.3 gllrl19. jzlY�2 City/State/Zip: CZ4 one Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors I on the attached sheet. t 7• ❑ Remodeling 2:❑ I am a sole proprietor or partner- , ship and have no employees These tsub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp, insurance. 9. ❑ Building addition [No workers' comp..insurance -5. ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3. I am a homeowner doing all work right of exemption per MGL 1 LF Plumbing repairs or additions' myself. [No workers' comp, c. 152, §](4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. 1 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, Lic. #: 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 imprison'ment,.as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certifyZur$pandpenalties of perjury that the information provided abov is true d correct. eU 1 Signature: S Date: l ta c 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): 'L.Board of.Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6:Other Contact Person: . ti Phone#: 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 receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house;having.not rnore than three ap ;ho 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 liec ,gagsq, such emp'loymeot,,,be deemed.to`be an employer." MGL` chit ter 152,,' 25G 6 also states that"ever state or local-lice sin -a nc5' W wit h° id 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-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of A 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 Departmen 1.t's address,telephone and fax number: _- The Commonwealth of Massachusetts Department of Industrial Accidents z Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia t � Town of Barnstable �pF SHE Tp� Regulatory Services + BARNSTABLE, Thomas F.Geiler,Director 9 MASS. g 059• ,0 Building Division QED MA'1 A 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 JOB LOCATION:`3 l�tl i 412 S 2 Ly' r,a 120 4ffih'1"'wyf t.,�• number 4aL_48V=* 0,6Tq street � ' vvillage "HOMEOWNER /�: � 1I i C' 1'["^�6¢ •� /J 2. r ' name h me phone# work phone# CURRENT MAILING ADDRESS: 8 res ;�LLHlf7m. 12 mWe city/town 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. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requ ments and that he/she will comply with said procedures and require Signature o ome er 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:foiYns:homeexempt oFTHErq,�, Town of Barnstable ti Regulatory Services * anxivsTaat.E, MASS. Thomas F.Geiler,Director 0.19.rA�� Building Division Tom Perry,-Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must 'Co'mplet ` g , , e° d Si ri°Thus Sect om If Us 1<ng A•Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) ft Signature of Owner Date l r 1 � t Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION Deck canopy 26 @ 12"w/plastic canopy by Weyerhaeuser 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 @ 12 o/c TJ-Beam 6.36 Serial Number. User 10/20f2010 12:36:25 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope042 F_ b 10• 1 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Roof(psf):35.0 Live at 125%duration,15.0 Dead Wind Load Group-22.4 Live,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length LivelDead/UpliftlTotal 1 Timberstrand LSL Beam 3.50" Hanger 176/76/-68/252 Custom Detail Custom Accessory 2 Glulam or solid sawn lumber beam 3.50" 3.W' 174/74/-66/248 By Others None -User specified custom detail for support:1. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 237 215 928 Passed(23%) Lt.end Span 1 under Roof(Primary Load Group) loading Vertical Reaction(Ibs) 237 237 237 Passed(100%) 'Bearing 1 under Roof(Primary Load Group) loading .Moment(Ft-Lbs) 564 564 1030 Passed(55%) MID Span 1 under Roof(Primary Load Group) loading Live Load Defl(in) 0.220 0.317 Passed(1-/517) MID Span 1 under Roof(Primary Load Group) loading Total Load Defl(in) 0.315 0.475 Passed(L/362) MID Span 1 under Roof(Primary Load Group) loading -Deflection Criteria:STANDARD(LL:L/360,TL:L240). -Allowable moment was increased for repetitive member usage.. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability.[10'o%due to Primary Application Loads;1 0'o/c due to Wind Application Loads] -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Cade IBC analyzing the solid sawn lumber material listed above. t PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop George A.Jessop,Jr.AIA Bumps River Rd. George Jessop Architects&Associates. Centerville,MA P O Box 1277 No permit yet Centerville,MA 02632 Phone:(508)428-8952 GeorgeJessopArchitect@verizon.net Copyright® 2009 by iLevel®, Federal Way, WA. ' TimberStrand® is a registered trademark of.iLevel®. C:\Documents and Settings\George\My Documents\My PROJECTS\GEORGE JESSOP ARCHITECT Projects\GAJ House Rear deck pergola 2x6.sms - Deck canopy 2x6 @ I T w/plastic canopy by v eYerhaevser 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 @ 12" o/c Ti-Beam®6.36 Serial Number. Use12 1=0=1012:36:25AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 9' 6.0011 Max. Vertical Reaction Total (lbs) 252 248 Max. Vertical Reaction Live (lbs) 176 174 Selected Bearing Length (in) 1.50(W) 3.50(W) Max. Unbraced Length (in) 120 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 64 -63 Max Shear at Support (lbs) 71 -71 Member Reaction (lbs) 71 71 Support Reaction (lbs) 76 74 Moment (Ft-Lbs) 169 Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) , 215 -210 Max Shear at Support (lbs) 237 —237 r Member Reaction (lbs) 237 237 Support Reaction (lbs) 252 248 Moment (Ft-Lbs) 564 Live Deflection (in) 0.220 Total Deflection (in) 0.315 Load Group: Wind Load Group 9' 6.00" Max. Vertical Reaction Total (lbs). -68 -66 . Max. Vertical Reaction Live (lbs) 7113 -111 Selected Bearing Length (in) i.50(W) 3.50(W) Max. Unbraced Length (in). 120 Loading on all spans, LDF = 1.60 , 0.6 Dead + 1:0 Wind (uplift) Shear at Support (lbs) -58 56 Max Shear at Support (lbs) -64 64 Member Reaction (lbs) -64 -64 Support Reaction (lbs) -68 -66 Moment (Ft-Lbs) -151 Live Deflection (in) 0.141 ' Total Deflection (in) -0.084 PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop George A.Jessop,Jr.AIA Bumps River Rd. George Jessop Architects&Associates . Centerville,.MA P O Box 1277 No permit yet Centerville,MA 02632 Phone:(508)428-8952 GeorgeJessopArchitect@verizon.net Copyright ® 2009 by iLevel®, Federal Way, WA. TimberStrand® is a registered trademark of iLevel®. C:\Documents and Settings\George\My Documents\My PROJECTS\GEOAGE JESSOP ARCHITECT Projects\GAJ House Rear deck pergola 2x6.3ms , s. ® A ® Pergola header 2x6 triple by Weyerhaeuser 3 PCs of 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 TJ-Beam 6.36 Serial Number. - User2 10120/2010 12:52:42 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member,".lope:OA2 P,00f ,'lopeOA2 Overalt Dimension:16' FilmA. ❑ All dimensions are horiz-ontal. Product Diagram is conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' Primary Load Group-Roof(psi):35.0 Live at 125%duration,15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(ptf) Roof(1.25) 174.0 74.0 0 To 16' Replaces Rafter end loading Wind Load Group-22.4 Live,15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDead/UpliftlTotal 1 Stud wall 3.50" 1.59' 583/245/-43/828 By Others None 2 Stud wall 3.50" 1.50" 1704/774/-102/2477 By Others None 3 Stud wall 3.50" 1.59' 583/245/-43/828 By Others None DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 1239 1086 2784 Passed(39%) Lt.end Span under Roof(Primary Load Group) loading Moment(Ft-Lbs) -1941 -1941 3090 Passed(63%) Bearing 2 under Roof(Primary Load Group) loading Live Load Defl(in) 0.094 0.261 Passed(L/999+) MID Span 2 under Roof(Primary Load Group) ALTERNATE span loading Total Load Defl(in) 0.126 0.313 Passed(U747) MID Span 1 under.Roof(Primary Load Group) ALTERNATE span loading -Deflection Criteria:STANDARD(L1-1/360,TI-1/240).Additional checks follow. -TL:0.313" -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 16'o/c unless detailed otherwise. Proper-attachment and positioning of lateral bracing is required to achieve member stability.[16'o/c due to Primary Application Loads;16'o/c due to Wind Application Loads] -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop,Jr.AIA George Jessop Architects&Associates P 0 Box 1277 Centerville,MA 02632 Phone:(508)428-8952 GeorgeJessopArchitect@verizon.net Copyright O 2009 by iLevel®, Federal Way, WA. - C:\Documents and Settings\George\My Documents\My PROJECTS\GEORGE JESSOP ARCHITECT Projects\GAJ House Rear deck pergola 2x6 header.sms 3 Pergola header 2x6 triple by Weyerhaeuser . 3 Pcs of 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 - TJ-Beam®6.36 Serial Number. User2 10=01012:52:42AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The speck product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop,Jr.AIA George Jessop Architects&Associates P O Box 1277 Centerville,MA 02632 Phone:(508)428-8952 GeorgeJessopArchitect@verizon.net Copyright © 2009 by iLevel®, Federal Way, WA. C:\Documents and Settings\George\My Documents\My PROJECTS\GEORGE JESSOP.ARCHITECT Projects\GAJ House Rear deck pergola 2x6 header.sms .o ® Pergola header 26 triple by WeYerhaeus-er 3 Pcs of 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 TJ-Beam®6.36 Serial Number. User 10/20/2010 12:52:42 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 3 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 7' 10.00" 7' 10.00" ^ Max. Vertical Reaction Total (lbs) 828 2477 828 Max. Vertical Reaction Live (lbs) 583 1704 583 Required Bearing Length in 1.50(W) 1.50(W) }1.50(W) Max. Unbraced Length (in) 192 192 192 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 186 -339 339 -186 Max Shear at Support (lbs) 232 -387 387 -232 Member Reaction (lbs) 232 774 232 Support Reaction (lbs) 245. 774 245- Moment (Ft-Lbs) 341 -606 341 Loading on all spans, LDF = 1.25 1.0 Dead.+ 1.0 Floor +.1.0 Roof Shear at Support (lbs) 596 -1086 1086 -596 Max Shear at Support (lbs) 743 -1239 1239 -743 Member Reaction (lbs) 743 2477 743 Support Reaction (lbs) 785• 2477, 785 Moment (Ft-Lbs) 1092 -1941 1092 Live Deflection (in) 0.070 0.070 Total Deflection (in) 0.102 .0.102 ALTERNATE span loading on odd # spans, LDF = 1.25 , 1,O Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) k. 638 -1043 755 -348 Max Shear at Support (lbs) 786 -1196 855 -445 Member Reaction (lbs) 786 2051 445 Support Reaction (lbs) 828 2051 472 Moment (Ft-Lbs) 1220 71607 597 Live Deflection (in) 0.094 0.013 Total Deflection (in) 0.126 0.044 ALTERNATE span loading on even # spans, LDF = 1.25 1.0 Dead + 1.0 Floor +.1.0 Roof Shear at Support (lbs) 348 -755 1043 -638 Max Shear at Support (lbs) 445 -855 1196 -786 Member Reaction (lbs) 445 2051 786 Support Reaction (lbs) 472 2051 828 Moment (Ft-Lbs) 597 -160.7 122.0 Live Deflection (in) 0.013 0.094 Total Deflection (in) 0.044 0.126 Load Group: Wind Load Group 7' 10.00 7' 10.00" ^ Max. Vertical Reaction Total (lbs) 48 --102 48 Max. Vertical Reaction Live (lbs) -80 -21.9 -80 Required Bearing Length in 1.50(W) 1.50(W) . 1.50(W) Max. Unbraced Length (in) 192 192 192 PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop,Jr.AIA George Jessop Architects&Associates P 0 Box 1277 Centerville,MA MM2 Phone:(508)42843952 GeorgeJessopArchitect@verizon.net Copyright © 2009 by iLevel®, Federal Way, WA. C:\Documents and Settings\George\My.Documents\My PROJECTS\GEORGE JESSOP ARCHITECT Projects\GAJ House Rear deck pergola 2x6 header.sms a Ah Am Pergola header 2x6 triple by Weyerhaeuser 3 Pcs of 1 1/2" x 51/2" 1.4E Solid Sawn Spruce Pine Fir#2 TJ-Beam®6.36 Serial Number. User 10/2012010 12:52:42 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 4 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1.60 , 0.6 Dead + 1.0 Wind (uplift) Shear at Support (lbs) -24 45 -45 24 Max Shear at Support (lbs) -31 51 -51 31 Member Reaction (lbs) -31 - -102 -31 Support Reaction (lbs) -32 -102 -32 Moment. (Ft-Lbs) -45 80 -45 Live Deflection (in) -0.009 -0.009 Total Deflection (in) -0.004 -0.004 ALTERNATE span loading on odd # spans, LDF = 1.60 0.6 Dead + 1.0 Wind (uplift). Shear at Support (lbs) -35 34 41 -39 Max Shear at Support (lbs) -42 40 48 -46 Member Reaction (lbs) -42 8 46 Support Reaction (lbs) -43, 8 48 Moment (Ft-Lbs) -83 -6 89 " Live Deflection (in) -0.015 0.007 Total Deflection (in) -0.011 0.011 ALTERNATE span loading on even# spans, LDF 1.60 0.6 Dead + 1:0 Wind (uplift) Shear at Support (lbs) 39 -41 '=34 35 Max Shear at Support (lbs) 46 -48 -40 42 Member Reaction (lbs) 46 8 -42 Support Reaction (lbs) 48 8 -43 Moment (Ft-Lbs) 89 -6 -83 Live Deflection (in) 0.007 0.015 Total Deflection (in) 0.011 0.011 PROJECT INFORMATION: OPERATOR INFORMATION: George A.Jessop,Jr.AIA George Jessop Architects&Associates P O Box 1277 Centerville,MA 02632 Phone:(508)42843952 GeorgeJessopArchitect@verizon.net Copyright ® 2009 by iLevel®, Federal Way, WA. - C,\Documents and Settings\George\My Documents\My PROJECTS\GEORGE JESSOP ARCHITECT Projects\GAJ House Rear deck pergola 2x6 header.sms Town of Barnstable Geographic Information System October 19,:2010. � 167011 .4882 �t0 167036 #888 - 167008 #'856 1 . 107035' 67008 , #836: ism 167031 #863 167034 A� 167032 w !y� #871 167024 0 779 �`rG 167023 #15 167033 #34 167038 0. 26. Feet #42 DISCLAIMERS:This map is for planning purposes only.It Is not adequate for legal Map,167 Parcel.031. Selected Parcel boundary determination or regulatory Interpretation, Enlargements beyond a scale of Ownert JESSOP,FLORENCE S$GEORGE Total Assessed Value:$284400 11'000'may not meet established map accuracy standards. The parcel lines on this map' are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreages 0.46 acres,: Abutters boundaries and do not represent accurate relationships to physical features on,the map a Location:863 BUMPS RIVER ROAD x such as building,locations. Buffer t VUSAFE STORM PANEL survey of components lllllllllll�lIndustries,LLC ^ „ r - � 1 t t i ,, aL .xi , E � e r J. f ENGINEERED HURRICANE PROTECTION ` VuSafe- storm panels are an affordable, practical solution for protecting glass areas during hurricanes, nor' easters, or for seasonal closure. Panels +'' f are light weight, easy to use and allow for natural light to fill your space - important qualities in the face of a storm. As a sensible alternative to plywood, VuSafe-storm panels and attachment solutions will satisfy coastal building codes. VuSafelm is a complete storm protection solution for any installation condition. Patented attachment methods provide flexibility of design, improve panel performance and speed panel installation by more than 50%over other panel products on the market. '< '., �• em VuSafelm storm panels and attachment options have been tested and approved to meet ASTM standards E330, E 1886 and E 1996. Panel spans of up to 108"at DP50 can be achieved with our quick connect panel attach- ments and no requirement for center support. VuSafe- also satisfies insurance industry guidelines for window protection. High visibility, clear polycarbonate panels of .1 10" thickness are measured, One Full Panel pre-cut and pre-punched to fit any window and door. Panel widths are 14" nominal width with a depth of 2". Each panel has two corrugations 6" on center. Panels come with a 10-year limited warranty. 14.00" frame colors white nantucket dark gray bronze www.vusafe.com 888-232-2331 RETENTION HEADER ATTACHMENT SYSTEM ULTRA-hTM HEADER & PANEL CLIPTM The Ultra-h- Header and Panel Clip- attachment system is VuSafe's patent pending enhancement to the industry standard h-Header channel. By incor- porating an integral positive lock system, Panel Clip-combines the ease of installation of an h-Header channel,' with the impact and wind pressure ` resistance of direct mounting. 4 HURRICANE HOOV Patent Pending Rotate Panel Lower Panel Our Hurricane Hooks remove the to Vertical into Postion + ` necessity of climbing ladders and the presence of header channels at the top P HURRICANE HOOK ATTACHMENT SYSTEM of the opening, yet provide the impact and wind pressure resistance of a direct mount attachment. Hurricane Hooks are less obtrusive than other types of mounting hardware, making them the ideal solution when low visibility is important. Hurricane Hooksft , can be installed using Ultra-F Track or - ` anchored directly to the building's structure. Patent Pending HARDWARE HARDWARE Our hardware selection is specifically designed for maximum strength and 0124° a r 2.040° durability of use. Made of stainless —1.000° �0.75°►I -0.11° 0 0 steel and polycarbonate components, ° a each part plays an integral role in ,: providing stability. in the mounting Track Bolt Sidewalk Bolt Track Nut process. 1.40' ✓ p0 ALUMINUM BUILD UP ;�— °9 2.25"— � O Extruded aluminum rail extensions o . may be used to adjust the mounting 1 plane of attachment channels. The Keyhole Washer Washer Wing Nut PanelMate-Female build up is designed to slide onto CD the back of the top and bottom BUILD UP mounting channels. Incremental sizes _ of 3/8", 5/8" and 7/8" may be 6 combined to achieve desired depth. - -,.38'—.Me I t 1 N :4, ALUMINUM CHANNELS Our extruded aluminum channels secure the storm panels on the top CHANNELS and bottom of an opening and may r ►1037" be permanently installed or re- movable as needed. Channels are provided in standard colors of white, $ nantucket gray or dark bronze, or your custom paint choice. Header channels may be capped with crown moulding II-- for a built-in appearance. . —1.44° ►I www.vusafe.com Ultra-hTM Header Ultra-L/F SillT"' Ultra-FTM Track 8 8 8-2 3 2-2 3 3 1 *Components Not To Scale Corporate Offices/Laboratories 4 297 Buell Road Rochester,NY 14624 (585)328-7668 Fax:(585)328-7777 ETC Laboratories Measuring lip To Your Standards And More ASTM E1886& E1996 Combine Test Report - Rendered To: VuSafe Industries,LLC 350 Kidds Hill Rd Hyannis MA 02601. Series/Model's Type A Type A-Stitched . Type B Type D Stitched Type D 86 in. Panel Report Number ETC-07=1089-19072.2 ' w ` Joseph Labora Doldan; P.E. Florida P.E. �42929 �a— zg—o7 ETC-07-1089-19072 i Page 2 of 24 Report Number.ETC-07-1089-19072.2 Job Number:ETC-07-1089-19072-1 Test Start Date:04/30/07 Test Finish Date:07/10/07 Report Date:07/17/07 Reissue Date:08/27/07 Reissue Date: 10/17/07 Summary Description The storm shutter system tested consisted of three overlapping corrugated polycarbonate resin shutters (amorphous thermoplastic material),measuring 15 inches in width and 108 inches high except for the fifth specimen which was 86 inches high.The panels overlapped each other 2-3/4 inches. Hardware used consisted of an aluminum track mounting system,hurricane hooks,track nuts,female Panelmate fasteners, sidewalk bolts and polycarbonate keyhole washer,,or a variation thereof. Summary of Results Item Unit Type A Type A { Typ_c B, Type D Type D Stitched Stitched 86 in. Overall Design Pressure psf 50.0 55.0 55.0 50.0 55.0 Maximum Structural Pressure psf 50.0 70.0 55.0 50.0 60.0 Achieved * Missile Resisted Large Large Large Large Large 9lbs 9lbs 9lbs 9lbs 91bs Nominal Missile ft/sec 50.0 50.0 50.0 50.0 50.0 Speed Resisted Maximum Cyclic psf 55.0 55.0. - 55.0 50.0 60.0 Pressure Achieved , 4- Joseph Labors Doldan,P.E. Florida P.E. #42929 to -LJ-07 ETC-07-1089-19072 ;w Page 3 of 24 Results of Testing _Results Allowed Type A 1. Uniform Static Air Pressure Test'-ASTM E 330 Design Load: 50.0 psf(100%x DP) Center of panel Positive Deflection 9.030 in. N/A , Negative Deflection 5.188 in. N/A Full Test Load: 75.0 psf(156%x DP) Center of panel Positive Deflection 10.500 in. N/A Negative Deflection 6.154 in. . N/A Positive Permanent Set 0.081.in N/A. Negative Permanent Set 0.617 in.' N/A The specimen had no damage to the hardware. The specimen remained in place throughout the.test and no damage to the fasteners was observed. The specimen successfully completed all testing as prescribed by Test Protocol ASTM E 330 at a design pressure of 50.0 psf. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan,P.E. ' Florida P.E. #42929 /a„ z3 -e7 ETC-07-1089-19072 Page 4 of 24 Results of Testing(coat') Unit Type A Specimen 1-3 Panel size-40 in.W.x 108 in.H. 2.Impact Test Specimen A-1 Specimen A-2 Specimen A-3 #30 #60 #9 0 #10 #40. #7o #2 #5 #8 0 . 0 0 Notes: The circles on the diagrams above indicate the impact locations for that specimen. , The X measurement stated below is taken from the left edge of the specimen, The Y measurement stated below is taken from the top edge of the specimen. The large missile used was a piece of#2 southern yellow pine 2 x 4 dimensional lumber 92 inches long and weighing 91bs. Missile Speed X Measurement Y Deflection on Impact Location (ft/sec) (in.) Meas Measurement Impact(in.� #1 Center of panel 50.45 19-3/4 52-1/2 2.8 . #2 Lower left corner 50.40 7 98-1/2 - 7.3 . #3 Upper right corner 50 31-1/4 8 3.0 #4 Center of panel 49.50 19-3/4 53 8.2 #5 Lower left corner 49.50 7-3/4 100-3/4 1.42 #6 Upper right corner 49.55 32 8.5 4.34 #7 Center of panel 49.77 19-1/2 54-1/2 7.3 #8 Lower left comer 49.52 7-1/2 97 2.8 r #9 Upper right comer 49.60 31-1/4 8 `3.0 Note: Missile orientation at impact, 3 —4 degrees Joseph Labora Doldan,P.E. Florida P.E. #42929 ETC-07-1089-19072 Page 5 of 24 Results of Testing(cony) . b Unit Type A Specimen 1-3(cont') Cyclic Wind Pressure Loading Tests: Notes: A single sheet of 1-mil plastic film was used to seal the specimen against air leakage.The film was applied with many loose folds of extra material over the face of the specimen.It is the opinion of the test engineer signed below that the film did not influence the results of the test. The specimen was subjected to pressure cycles of the same sequences,duration and pressure differentials stated below in the Tabulation of Pressure Differences, The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated below in the Tabulation of Pressure Differences. The maximum deflection and permanent set were recorded using a straight edge and-steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference between measurements taken before cycling and after cycling respectively. Tabulation of Pressure Differences: Number Pressure Range of Cycles Inward Acting A-1 A-2 . of Cycles Cycles DP =55.0 psf %of DP Pa s %of DP Pa s (see/cycle) 3500 20 11.0 50 27.5 1.6 0.9 2.5 300 0 0.0 60 33.0 1.9 1.5 2.8 600 50 27.5 80 44.0 1.0 1.1 2.8 100 30 16.5 100 55.0 2.7 2.6 2.9 Number Pressure Range of Cycles Outward Acting A-1 A-2 I A-3 of Cycles Cycles DP =55.0 psf (sec/cycle) 50 30 16.5 100 55.0 2.3 2.9 2.9 1050 50 27.5 80 44.0 1.1 2.5 2.4 50 0 0.0 60 33.0 1.1 2.0 2.5 3350 1 20 11.0 50 27.5 1 1.0 1.0 2.2 3oseph Labora Doldan,P.E. Florida P.E.#42929 �o-L3-07 J ETC-07-1089-19072 Page 6 of 24 s Results of Testiag(cunt') Unit Type A Specimen 1-3(cont') Maximum Deflection and Permanent Set: Location of Measurement Cycle Maximum Deflection. Permanent Set . . (in.) Specimen Center of Panel Inward Acting Pressure 8-1/16 0.0 A-1 Center of Panel Outward Acting Pressure 5-1/4 0.0 Specimen Center of Panel Inward Acting Pressure 8 1/8 A-2 Center of Panel Outward Acting Pressure 6-7/8 7/16 Specimen Center of Panel Inward Act Pressure 8-3/8 �0.0 A-3 Center of Panel Outward Acting Pressure 6-7/8 0.0 ` Results of Test: All three specimens passed impact with no missile penetration and no openings after cyclic testing. Condition of Test Specimens: The specimens remained in place throughout the tests and no damage to the fasteners was observed. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan, P.E. Florida P.E.t 42929 /e- z5-o7 ETC-07-1089-19072 Page 7 of 24 Results of Testing cont') Results Allowed Twe A Stitched 1. Uniform Static Air Pressure Test-ASTM E 330 Design Load: 70.0 psf(100%x DP) Center of Panel Positive Deflection 7.951 in. N/A Negative Deflection 6.540 in. N/A. Full Test Load: 105.0 psf(150%x DP) Center of Panel Positive Deflection 9.366 in. N/A ` Negative Deflection 7.675 in. N/A Positive Permanent Set 0.000 in. N/A' Negative Permanent.Set 0.000 in. N/A The specimen had no damage to the hardware. The specimen remained in place throughout the test and no damage to the fastencrs was observed. The specimen successfully completed all testing as prescribed by Test Protocol ASTM E 330 at a design pressure of 70.0 psf. No change in the specimen was observed that could be indicative of incipient failure. i Joseph Lab"ora Doldan, P.E. Florida P.E. #42929 f ETC-07-1089-19072 Page 8 of 24 Results of Testing(cunt') Type A Stitched(cont') Panel size—40 in.W.x 108 in.H. 2.Impact Test #3 #2 0 . Notes: The circles on the diagrams above indicate the impact locations for that specimen. The X measurement stated below is taken from the left edge of the specimen, The Y measurement stated below is taken from the top edge of the specimen. The large missile used was a piece of #2 southern yellow pine 2 x 4 dimensional lumber 92 inches long and weighing 91bs. Impact Location Missile Speed X Measurement Y Deflection on (ftlsec) (in.) Measurement in. Impact(in.) #1 Center of panel 49.85 20 54 6.43 #2 Low�Ileflcorner 49.60 8-3/4 100-1/2 2.51 #3 U corner 49 55 33 8 2.23 Note: Missile orientation at impact, 3—4 degrees R L_a- Joseph Labora Doldan, P.E. t Florida P.E 442929 /O-Z3-a7 ETC-07-1099-1"72 Page 9 of 24 Results of Testing(coot') Type A Stitched(cony) Cyclic Wind Pressure Loading Tests: Notes: A single sheet of 1-mil plastic film was used to seal the specimen against air leakage.The film was applied with many loose folds of extra material over the face of the specimen.It is the opinion of the test engineer signed below that the film did not influence the results of the test. The specimen was subjected to pressure cycles of the same sequences,duration and pressure differentials stated below in the Tabulation of Pressure Differences The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated below in the Tabulation of Pressure Differences. The maximum deflection and permanent set were recorded using a straight edge and steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference between measurements taken before cycling and after cycling respectively. Tabulation of Pressure Differences: r Number Pressure Range of Cycles Inward Acting Type A- of Cycles Cycles—DP =55.0 psf stitched %of DP Pa s %of DP Pa s sec/c cle 3500 20 11.0 50 27.5 1.1 300 0 0.0 60 33.0 1.8 600 50 27.5 80 44.0 1.2 100 30 16.5 100 55.0 2.2 Number Pressure Range of Cycles Outward Acting Type A- of Cycles Cycles—DP =55.0 psf Stitched (see/cycle) 50 30 16.5 100 55.0 3.0 1050 50 27.5 80 44.0 2.0 50 0 OA 60 �' 33.0 3.0 3350 20 11.0 50 27.5 1.9 Maximum Deflection and Permanent Set: Location of Cycle Maximum Deflection Permanent Set measurement (in.) (in.) Center of panel Inward AcO4 Pressure 7-1/2 0 Center of panel I Outward Acting Pressure 1 7-1/4 1 0 Results of Test: Specimen passed impact with no missile penetration and no openings after cyclic testing. Condition of Test Specimens: The specimens remained in place throughout the tests and no damage to the fasteners was observed. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. No change in the specimen was observed that could be indicative of inci�p nntt&iilurQe. Joseph Labora Doldan,P.E. - Florida P.E. #42929 �o„ Z3-a7 ETC-07-1099-19072 Page 10 of 24 Results of Testing(coot') Tvoe B Results All I. Uniform static Air Pressure Test-ASTM E 330 Design Load: 55.0 gsf(100%x DP) Center of Panel . Positive Deflection 8.390 in. N/A Negative Deflection 4.680 in. N/A Full Test Load: 82.50 psf(150%x DP) Center of Panel Positive Deflection 9.426 in. N/A Negative Deflection 5.577 in. N/A Positive Permanent Set 0.000 in. N/A Negative Permanent Set 0.000 in. N/A. The specimen had no damage to the hardware. The specimen remained in place throughout the test and no damage to the fasteners was observed. The specimen successfully completed all testing as prescribed by Test Protocol ASTM E 330 at a design pressure of 55.0 psf. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan,P.E. Florida P.E. #42929 ETC-07-IOM19072 Page 11 of 24 Results of Testing(coat') Type B(coat') 2.Impact Test Panel size—40 in.W.x 108 in.IL #3Q #10 #2 Notes: The circles on the diagrams above indicate the impact locations for that specimen. The X measurement stated below is taken from the left,edge of the specimen, The Y measurement stated below is taken from the top edge of the specimen. The large missile used was a piece of#2 southern yellow pine 2 x 4 dimensional lumber 92 inches long and weighing 9 lbs. Impact Location Missile Speed X Measurement Measurement Deflection on (ft/sec) (in.) in. Impact(in.) #1 Center of panel 49.52 20 54 7.34 #2 Lower left comer 49.50- 7-1/2 100-1/2 2.00. #3 Upper right comer 49.55 32 8 1.60 Note: Missile orientation at impact,3-4 degrees Joseph Lahora Doldan,P.E. Florida P.E.#42929 z ETC-07-1089-19072 Page 12 of 24 Results of Testing(cont') Type B(cont') Cyclic Wind Pressure Loading Tests: Notes: A single sheet of 1-mil plastic film was used to seal the specimen against au leakage.The film was applied with many loose folds of extra material over the face of the specimen.It is the opinion of the test engineer signed below that the film did not influence the results of the test. The specimen was subjected to pressure cycles of the same sequences,duration and pressure y differentials stated below in the Tabulation of Pressure Differences " The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated below in the Tabulation of Pressure Differences. The maximum deflection and permanent set were recorded using a straight edge and steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference between measurements taken before cycling and after cycling respectively. Tabulation of Pressure Differences: Number Pressure Range of Cycles Inward Acting - Type B of Cycles Cycles—DP =55.0 psf %of DP Pa s %of DP Pa s (sec/cycle) 3500 20 11,0 50 27.5 2.7. 300 0 0.0 60 33.0 3.0 600 50 27.5, 80 44.0 2.9 100 30 16.5 100 55.0 2.9 Number Pressure Range of Cycles Outward Acting Type B of Cycles Cycles DP =55.0 psf (sec/cycle) 50 30 16.5 100 55.0 2.9 1050 50 27.5 80 44.0 3.0 50 0 0.0 60 33.0 2.9 3350 1 20 1 11.0 150 27.5 . 3.0 Maximum Deflection and Permanent Set: Location of Cycle Maximum Deflection .. Permanent Set measurement (in.) (in.) Center of panel Inward Acting Pressure 9 0 Center.of panel 1 Outward Acting Pressure 1 9 0 Results of Test: Specimen passed impact with no missile penetration and no openings after cyclic testing. Condition of Test Specimens: The specimens remained in place throughout the.tests and no damage to the fasteners was observed. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan,P.E. Florida P.E. #42929 la-2� -o7 S r • i ETC-07-1089-19072 Page 13 of 24 Results of Testing(cont') Results Allowed Tyne D Stitched 1. Uniform Static Air Pressure Test-ASTM E 330 Design Load: 50.0 psf(100%x DP) Center of Panel Positive Deflection 7.785 in. N/A Negative Deflection 6.003 in. N/A. Full Test Load: 75.0 psf(150%x DP) Center of Panel Positive Deflection 9.010 in. N/A Negative Deflection 6.960 in. N/A Positive Permanent Set 0.134 in. N/A . Negative Permanent Set 0.068 in N/A The specimen had no damage to the hardware. The specimen remained in place throughout the test and no damage to the fasteners was observed. The specimen successfully completed all testing as prescribed by Test Protocol ASTM E 330 at a design pressure of 50.0 psf. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan,P.E. Florida P.E. r 42929 ram- t 3.07 ETC-07-1089-19072 Page 14 of 24 a Results of Testing(coat') Type D Stitched(coat') 2.Impact Test Panel size-40 in.W.x 108 in.IL #30 #10 #O - Notes: The circles on the diagrams above indicate the impact locations for that specimen. The X measurement stated below is taken from the left edge of the specimen, The Y measurement stated below is taken from the top edge of the specimen. The large missile used was a piece of#2 southern yellow pine 2 x 4 dimensional lumber 92 inches long and weighing 9 lbs. Impact Location Missile Speed X Measurement Measurement Deflection on (ft/sec) (in.) in Impact(in.) #1 Center of Panel 49.95 21-1/2 55 7.500 #2 Lower Left comer 50.15 19-1/2 1 95 0.875 #3 Upper Right corner 49.95 32-1/2 8-1/2 0.500 Note: Missile orientation at impact,3 —4 degrees r ' l Joseph Labora Doldan;P.E. 'Florida P.E. #42929 /o—a3r�7 f ETC-07-1089-19072 Page 15 of 24 Results of Testing(cont')' Type D Stitched(coot') , Cyclic Wind Pressure Loading Tests: -Notes: A single sheet of I-mil plastic film was used to seal the specimen against air leakage.The film was ' applied with many loose folds of extra material over the face of the specimen.It is the opinion of the test engineer signed below that the film did not influence the results of the test. The specimen was subjected to pressure cycles of the same sequences,duration and pressure differentials stated below in the Tabulation of Pressure Differences The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated below in the Tabulation of Pressure Differences. The maximum deflection and permanent set were recorded using a straight edge and steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference' between measurements taken before cycling and after cycling respectively. , Tabulation of Pressure Differences: Number Pressure Range of Cycles Inward Acting Type D- of Cycles Cycles—DP =50.0 psf stitched kg %of DP Pa s %of DP Pa s (sec/cycle) 3500 20 10.0 50 25.0 1.7 300 0 0.0 60 30.0 2.9 600 50 25.0 80 40.0 2.4 100 30 15.0 100 50.0 2.9 Number Pressure Range of Cycles Outward Acting Type D- of Cycles Cycles DP =50.0 psf Stitched (sec/cycle) 50 30 15,0 100 50.0 2.8 1050 50 25.0 80 40.0 2.2 ' 50 0 0.0 60 30.0 2.7 3350 20 10.0' 50 25.0 2.6 Maxiinum Deflection and Permanent Set: Location of Cycle Maximum Deflection Permanent Set measurement (in.) (in.) Center of panel Inward Acting Pressure 7-1/4 114 Centef of panel Outward Acting Pressure 7-1/4 0 Results of Test: Specimen passed impact with no missile penetration and no openings after cyclic testing. Condition of Test Specimens: , The specimens remained in place throughout the tests and no damage to the fasteners was observed. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. Joseph Labora Doldan,P.E. Florida P.E. #42929 ETC-07-1089-19072 ' Page 16 of 24 No change in the specimen was observed that could be indicative of incipient failure. Results of Testing(cont') Type D-86 in.Panel Results Allowed 1. Uniform Static Air Pressure Test-ASTM E 330 Design Load: 60.0 psf(100%x DP) = Center of Panel Positive Deflection 6.495 in. N/A Negative Deflection 4.310 in. N/A: Full Test Load:90.0 psf(150%x DP) Center of Panel Positive Deflection 7.380 in. N/A Negative Deflection 5.443 in. N/A Positive Permanent Set 0.029 in. N/A Negative Permanent Set 0.005 in. N/A The specimen had no damage to the hardware. The specimen remained in place throughout the test and no damage to the fasteners was observed. The specimen successfully completed all testing as prescribed by Test Protocol ASTM E 330 at a design pressure of 60.0 psf, No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan P.E. .Florida P.E. 44292.9 to-z3 07 ETC-07-1089-19072 Page 17 of 24 j Results of Testine(coot') Type D-86 in.Panel(cont') 2,Impact Test a #lO, z #2 Notes: The circles on the•diagrams above indicate the impact locations for that specimen., The X measurement stated below is takenfrom the left edge of the specimen, The Y measurement stated below is taken from the top edge of the specimen F The large missile used was a piece of#2 southern yellow pine 2 x 4 dimensional lumber 92 inches long and weighing 9 lbs. _ Missile Speed X Measurement Y Deflection on Impact Location Measurement (ft/sec) w (in.) Impact(in.) in. #1 Center of Panel 49.50 20-1/2 43-1/2 1.250 ' #2 Lower Left comer. 50.35 9: 78-1/2 0.500 #3 U er Ri ht corner 49:95 33-1/2 8 0.750 Note: Missile orientation at impact, 3 —4.degrees Joseph Labora Doldan,P.E: Florida P.E. #42929 ETC-07-1089-19072 Page 18 of 24 Results of Testing(cony) Ty ae D-86 in.Panel(coat') Cyclic Wind Pressure Loading Tests: ' Notes: A single sheet of 1-mil plastic film was used to seal the specimen against air leakage.'The film was applied with many loose folds of extra material over the face of the specimen.It is the opinion of the test engineer signed below that the film did not influence the results of the test. The specimen was subjected to pressure cycles of the same sequences,duration and pressure differentials stated below in the Tabulation of Pressure Differences The maximum inward and outward acting pressures exerted on the specimens were equivalent to the design pressures stated below in the Tabulation of Pressure Differences. The maximum deflection and permanent set were recorded using a straight edge and steel scale and represent the average deflection over several cycles at maximum pressure differential and the difference between measurements taken before cycling and after cycling respectively. Tabulation of Pressure Differences: k Number Pressure Range of Cycles Inward Acting Type D-86 of Cycles Cycles—DP =60.0 psf in.Panel %of DP Pa s %of DP Pa s (sec/cycle) 3500 20 12.0 50 30.0 1.8 300 0 0.0 60 36.0 2.6 600 50 30.0 80 48.0 1.3 100 30 18.0 100 60.0 2.9 Number Pressure Range of Cycles Outward Acting Type D-86 of Cycles Cycles—DP =60.0 psf in. Panel (see/cycle) 50 30 18.0 100 60.0 2.9 1050 50 30.0 80 48.0 1.8 50 0 0.0 60 36.0 2.1 3350 20 12.0 50 30.0 2.4 Maximum.Deflection and Permanent Set: Location of Cycle Maximum Deflection Permanent Set measurement (in.) " (in.) Center of panel Inward Acting Pressure 5-1/8 0 r . Center of panel Outward Acting Pressure 3-3/4 1/16 Results of Test: Specimen passed impact with no.missile penetration and no openings after cyclic testing. Condition of Test Specimens: The specimens remained in place throughout the tests and no damage to the fasteners was observed. The specimens remained closed and locked throughout the test and no damage to the hardware was observed. No change in the specimen was observed that could be indicative of incipient failure. Joseph Labora Doldan,P.E. Florida P.E. #42929 ETC-07-1089-19072 Page 19 of 24 ` Product Description Specimen Item Laboratory Verification Specimen Type A Ultra F-Track Size 42 in. L.x 1-3/4 in.H. x 1/4 in. D. Material Aluminum Fastened Six 1/4 in. x 3 in. L.panhead woodscrews, 1/2 in. from ends and then 8 in. apart on center Corrugated Bayer Makrolono Panel Size 3 separate panels that are 15 in.W.x 108 in.H. x 0.110 in. Thk. Panels overlap each other 2-3/4 in.,overall combined width of panels is 40 in.W. on average Fastening Panels fastened to F-track with hurricane hooks through a keyhole in the panel located in every valley,hook size is 2-1/8 in.W. x 2 in. H. x 1-1/4 in. D.hook is fastened to track nut with 2 flathead screws 1/4 in. x 1/2 in. L. Track nut size is 2 in. L. x 5/16 in. H. x 1/8 in.Thk. track nut slides into the F-track.The bottom of the panels are secured to the test buck with a female Panelmate, screwed into the test buck and a sidewalk bolt with a polycarbonate keyhole washer securing the panels to the female panelmate.This fastening system is located in every valley of the panels Overlap of test buck Panels overlap the test buck 1-1/2 in. on both jambs and 3 in. on the head and sill R Rough Opening 36 in.W.x 102 in. H. Test Buck Size 2 x 10 Material SPF,#2,2 x 10's doubled up on each jamb,with 3 layers of 2 x 10 for the head and sill, the'F-track and the female panelmate are mounted on the middle 2 x 10 et-. /<^/.,I0 Joseph Labora Doldan, P.E. Florida P.E. t 42929 /0-�3 -a7 i ETC-07-1089-19072 Page 20 of 24 Product Description(cont') Specimen Item Laboratory Verification Specimen Type A-stitched Ultra F-Track Size - 42 in. L.x 1-3/4 in.H.x 1/4 in. D. Material Aluminum Fastened Six 1/4 in. x 3 in.L.panhead woodscrews, 1/2 in. from ends,then 8 in. apart on center Corrugated Bayer Macorolon Panel Size 3 separate panels that are 15 in.W. x 108 in.H. x 0.110 in.Thk. Panels overlap each other by 2-3/4 in.;overall combined width of panels is 40 in.W. on average Fastening Panels fastened to F-track with hurricane hooks through a keyhole in the panel located in every valley,hook size is 2-1/8 in.W. x 2 in. H.z 1-1/4 in. D.hook is fastened to a track nut with 2 flathead screws 1/4 in.x 1/2 in. L. Track nut size is 2 in. L.x 5/16 in. H. x 1/8 in.Thk. and track nut slides into the F-track.The bottom of the panels are secured to the test buck with a female Panelmate, screwed into the test buck and a sidewalk bolt with a polycarbonate keyhole washer secure the panels to the female Panelmate.This fastening system is Located in every valley of the panels. Overlap of test buck Panels overlap the test buck 1-1/2 in. on both jambs and 3 in. on the head and sill t Stitching Located in the center of the panels at the overlap,it consists of a sidewalk r bolt 1/4 in. x 3/4 in.L.with a polycarbonate keyhole washer and a plastic spacer washer 1/2 in. Dia. x 3/8 in. D.x 1/8 in. Thk.holding thepanels to these fasteners is a washer wing nut with a 7/8 in.Dia. Rough Opening 36 in. W. x 102 in.H. Test Buck Size 2 x 10 Material SPF,#2,2 x 10's doubled up on each jamb, and 3 layers of 2'x 10 for the head and sill,the F-track and the female panelmate are mounted on the middle 2 x 10 } Joseph Labora Doldan,P.E. Florida P.E. #42929 t ETC-07-1089-19072 Page 21 of 24 Product Description(cont') Specimen Item Laboratory Verification Specimen Type B Ultra F-Track Head Size 42 in. L. x 1-3/4 in.H. x 1/4 in. D. Material Aluminum Fastened Six 1/4 in. x 3 in. L.panhead woodscrews, 1/2 in. from ends then spaced 8 in. apart on center Ultra LF-Track Sill Size 42 in. L. x 2 in. H. x 1-1/2 in. D. Material Aluminum Fastened six 1/4 in. x 3 in. L. panhead woodscrews, 1/2 in. from ends then spaced 8 in.apart on center. Corrugatedy Bayer Macorolon Panel ` Size 3 separate panels that are 15 in. W. x 108 in.H. x 0.110 in.Thk. Panels overlap each other 2-3/4 in.,overall combined width of panels' is 40 in.W. on average Fastening Panels are fastened to L-track and LF-track with a track bolt 1/4 in. x { 1-1A in. L.placed in every valley of the corrugated panel securing the panel to the track bolt is a polycarbonate keyhole washer and a washer wing nut with a 7/8 in. Dia. Overlap of test buck Panels overlap the test buck 1-1/2 in. on both jambs and 3 in. on the head and sill Rough Opening 36 in:W. x 101 in. H. , Test Buck Size 2 x,10 - Material SPF,#2,2 x 10's doubled up on each jamb, and 3 layers of 2 x 10 for the head and sill,the F-track and the LF track are mounted on the middle 2 x 10 , 3oseph Labors Doldan, P.E. Florida P.E. 942929 ETC-07-1089-19072 Page 22 of 24 Product Description(cont') Specimen Item Laboratory Verification Specimen Type D-stitched Ultra H-Track Head Size 42 in. L. x 4-1/8 in.H.x 2-1/2 in.D. Material Aluminum Fastened Five 1/4 in.x 3 in. L.panhead woodscrews, 1 in. from ends then 10 in. apart on center Ultra LF-Track Sill Size 42 in. L.x 2 in.H.x 1-1/2 in. D. Material Aluminum Fastened six 1/4 in. x 3 in. L.panhead woodscrews 1/2 in. from ends then 8 in. apart on center Corrugated Bayer Maeorolon Panel Size 3 separate panels that are 15 in.W. x 108 in. H. x 0.110 in.Thk. Panels overlap each other 2-3/4 in.,overall combined width of panels is 40 in.Won average Fastening Panels are fastened to LF-track with a track bolt 1/4 in. x 1-1/4 in. L. placed in every valley of the corrugated panel securing the panel to the track bolt is a polycarbonate keyhole washer and a washer wing nut with a 7/8 in.Dia. Panels are fastened to H-track with a sidewalk bolt 1/4 in. x 3/4 in.L.that goes through a panel clip 1-1/2 in.W. x 2 in. H. the panel clip engages the H-track and a polycarbonate keyhole washer with a washer wing nut secure the panel to the sidewalk bolt. Stitching Located in the center of the panels at the overlap,it consists of a sidewalk bolt 1/4 in.x 3/4 in. L.with a polycarbonate keyhole washer and a plastic spacer washer`1/2 in. Dia. x 3/8 in. D.x 1/8 in. Thk. Holding the panels to these fasteners is a washer wing nut with a 7/8 in. Dia. Overlap of test buck Panels overlap the test buck 1-1/2 in. on both jambs and 3 in.on the head and sill Rough Opening 36 in. W.x 101 in.H. Test Buck Size 2 x 10 Material SPF,#2,2 x 10's doubled up on each jamb, and 3 layers of 2 x 10 for the head and sill,the F-track and the LF track are mounted on the middle 2.x 10 Joseph Labora Doidan,P.E. Florida P.E. #42929 /o- 2 3-07 ETC-07-1099-19072 Page 23 of 24 Product Description(coot')` Specimen item Laboratory Verification Specimen Type D-86 in.panel Ultra H-Track Head Size 42 in. L. x 4-1/8 in.H. x 2-1/2 in. D. Material Aluminum Fastened Five 1/4 in. x 3 in. L.panhead woodscrew, 1 in. from ends then 10 in. apart on center Ultra LF-Track Sill Size 42 in. L.x 2 in. H. x 1-1/2 in. D. Material Aluminum Fastened six 1/4 in. x 3 in. L.panhead woodscrews, 1/2 in. from ends then 8 in. apart on center Corrugated Bayer Macorolon Panel Size 3 separate panels that are 15 in.W. x 86 in. H.x 0.110 in. Thk. Panels overlap each other 2-3/4 in. overall combined width of panels is.40 in. W. on average Fastening Panels are fastened to LF-track by a track bolt 1/4 in. x 1-1A in. L.placed in every valley of the corrugated panel securing the panel to the track bolt is a polycarbonate keyhole washer and a washer wing nut with a 7/8 in.Dia. Panels are fastened to H-track with a sidewalk bolt 1/4 in. x 3/4 in.L. that goes through a panel clip 1-1/2 in.W. x 2 in. H. the panel clip engages the H-track and a polycarbonate keyhole washer with a washer wing nut secures the panel to the sidewalk bolt Overlap of test buck Panels overlap the test buck 1-1/2 in.on both jambs and 3 in. on the head and sill Rough Opening 36 in. W. x 80 in. H. Test Buck Size 2 x 10 Material SPF, #2,2 x 10's doubled up on each jamb, and 3 layers of 2 x 10 for the head and sill, the F-track and the LF track are mounted on the middle 2 x 10 Review of Bill of Materials—As Supplied Review of Assembly and Detail Drawings ETC 102 2 3.ETC 102 3 1, ETC 103 3 2, ETC 106 3 1, ETC 106 2 0,Item 800, Item 787, Item 785, Item 784,Item H2,ItemH44 1-14-3,Item H5,Item H6, Item H8, ' Item H9, Item 1110,Item H 13, Item H 15, Item H 16. Joseph Labora Doldan, P.E. Florida P.E. #42929 /o—ZF-ei7 r v r ETC-07-1089-19072.2 Page 24 of 24 Conditions.Terms. and General Notes Regarding These Tests The product tested Has Been compared to the detailed drawings, bill of materials and fabrication information supplied by the client so named herein. Our analysis, which includes dimensional and component description comparisons, indicate the tested product and engineering information supplied by the client"Are Equivalent". The report and representative samples will be retained for four years from the date of initial test. These test results were obtained by employing all'requirements of the designated test methods with no deviations. The test results and specimen supplied for testing are in compliance with the referenced specifications. The test results are specific to the product tested by this laboratory and of the sample supplied by the client named herein,and they relate to no other product either manufactured by the client,a Fabricator of the client or of installed field performance. This report does not constitute a certified product. The program administrator may,only grant product certification. ETC Laboratories makes no opinions or endorsements regarding this product and its performance. This report may not be reproduced or quoted in partial form without the expressed written approval of ETC Laboratories. No conclusions of any kind regarding the adequacy of the glass in the test specimen may be drawn from the test. Procedure"A"in ASTM E330 was used for this test. ` ETC Laboratories letters, reports, its name or insignia or mark are for the exclusive use of the client so named herein and any other use is strictly prohibited. The report, letters and the name of ETC,Laboratories,its seal,or mark shall not be used in any circumstance to the general public or in any advertising. Limitation of Liability: Due diligence was used in rendering this professional opinion. By acceptance of this report, this client agrees to hold harmless and indemnify ETC Laboratories, its employees and offices and owners against all claims and demands of any kind whatsoever, which arise out of or in any manner connected with the performance of work referred to herein. Revision History Date Rev.# Pages Affected Revisions 07/17/07 .0 N/A Original report issue 08/27/07 .1 2-4,7,8,10,11,13,14,16,17 Added summary and notes to deflection and impact pages 10/17/07 .2• 2-4,7,8,10,11,13,14,16,17 - Removed notes For ETC Laboratories '$rian Schn old,Test Tech9kian' Ben Meunier,Director of Testing Person in Responsible Charge Joseph Labora Doldan,P.E. Florida P.E. #42929 �a-zg-o7 r VuSafe Test Configurations-Material Usage 9-Jul-07 Description Part# Material Configuration A Configuration B Configuration C Configuration D Configuration E Totals VuSafe TM Panels 800 Bayer Macrolon 3103 or Eq. 3 108" 3 108" 3 120" 3 86" 3 120" 12 12IJ' 3 86" Ultra-FTrackT" 785 Aluminum-6063-T6 1 42" 1 42" 3 47' 1 42" 6 42" Ultra-LF Sill 784A Aluminum-6063-T6 1 42" 1 42" 1 42" 3 42" Ultra-HT"Header 787 Aluminum-6063-T6 1 42" 1 42" Buildup-7/8" 758 Aluminum-6063-T6 3 4T 1 42" 4 42" Buildup-7/8" 758 Aluminum-6063-T6 1 39' 1 39' Buildup-5/8" 761 Aluminum-6063-T6 1 42" 1 42" Hurricane HookT" H16 Polycarbonate 7 7 14 Panel CIipTM" H15 Polycarbonate 5 5 Keyhole Washer H9 Polycarbonate 7 14 21 12 7 61 Track Nut H13 Stainless Steel-18-8 7 7 14 Track Bolt H5 Stainless Steel-18-8 14 21 7 7 49 Sidewalk Bolt-1/2" H10-112 Stainless Steel-18-8 7 1/2" 7 V2 Sidewalk Bolt-1"min H10-1 Stainless Steel-18-8 5 1''min 5 1"min Sidewalk Bolt-2" H10-2 Stainless Steel 3 2" 3 Z' Washer Wingnut H8 Stainless Steel-18-8 14 21 7 9 51 n Spacer Washer H17 Polycarbonate 2 2 m Flat Head Screw H6 Stainless Steel-18-8 14 1/2" 14 1/2" 28 1/2" Panelmate-Female H2 Steel/Stainless Steel 7 7 Nut 1/4-20 Stainless Steel-18-8 3 3 tt Wood Screw-Pan Head 1-14-3 Stainless Steel-18 8 6 W 12 3" 12 • 3" 12 3 12 3" -54 3" b � a A P .• _ W. Ih 42.00 [1066.8 2X6 FRAME ON UIHLH AS w 5J3 [155.7 mm]TYP �REOUIRED (REMAINCER OF z 8.00 [20J.2 mm]O.G. — RUCK NOT SHOWN) u s r — ------ -- ----------- -- ------------- r------------ —� \ 1 1 I I 1 1 .10, ---------- --0.5 INCH STAINLESS STEEL MACHINE I i. SCREW X 14 HURRICANE rJ 1 HOOK(TM) 1 1 1 1 1 #I % 3 IVCH " WOOD SCREW 1 1 1 1 E 1F-6 1 TRACK NUT X 7 1 1 _- 1 f _— FCMALC PANLLMAIE I I 1 1 1 1 I I 1 1 I I LL I 1 1 / -1 1 CYI M0. YESCeYTYIY YV1 M0. 7"p, *PINEI //// 1LYGIRBGNAFE I 1 1 •/,ASHER % 7/4-20 XINCH SID SIDEWALK BOL' 1 1 1 I X 7 1 1 1 I I• 1 1 e - n+wMi we�a mm peal owel Yxm fix®s NCTE!-SCREW IS PUSIFIONEC AilOiTGN OF KEYHOLE PUNCH IASSAFE bdIlY11Y1.UC n'mxwe�OO mel�a - TE HURRIC ST ASSEMBLY g 'EMD010 TEST CONFIGURATION: A1, A2, A3 �n !URR�CANEH00^[h, V _ - �caizvvi �wnmAx a FTC.1 O2 7.3 /-2X6 FRAME UR-O 42.00 11066.8 THER AS � � --"-- ___-_----�-' - REQUIRED (RTMNNUF.R OF '-- -ff-6.13 r155./ m•n] TYP - -_ BUCK NOT SHOWN) I — 8.00 1203.2 mm].D.C. -- HURRICANE HOOK(TM) �36f5 -�TRB 25g=_- - ------ X 7 - -- mae '----- ---- -- —... 1 i I I f1i 1 STAINLESS STEEL I._ -J MACHINE - a SCREW X 14 - I Al' V"4 X 3 INCH WOOD SCRFW t 1 I i 7• I X 6' 1 11 16'W X 9%6"H SLOT TRACK NUT X 7- BOTH PANELS,1EAC I INfFHSEC-ION. RO1H PANELS STAINLESS SIDEWALK .. ,.' BOLT"X 7 I • - � I 1 1 - U I F _ E --� 1 I N u l 1 2 112 •SPA `BIMETA_/ ZINC i I 1 1 j CER Wn$11ER X 2 WING NUI X 2 — __—� I I. - .W — --• 1 / 1 T VUSAfC PANEL a !—._.... FEMALE or uw/ IG tlE¢I1PIIpN :ow rm v.•manoll / PANELMX T�J/ I- WASHERPOIYCAR XO7 IE �«� i //• j - i 1 ' / - L___ 1 I 1 • I _ __--- / 2U X � SIUFWALK BOLT I I 1 `.X NOTE: SCRFW POSITIONED AT BD-TUMIS J - 1 // + ,. �++•(9 ....�...�-I I 1 OF KEYHCLE PLNCH - j ra LL OSOfB loon w..en 4WIb,uCFAm Irl.l M m.m py Al, AZ, A3 _UR^E°TE E-)_ "- " �T`:�°"°�1i RWb.,M. �T0/2007 9 19U7I TEST CONFIGURATION: HIIRFICMIE NDoot,,.� STITCH I:iFti7nr Tkd,: mnt/tro� WITH.SnTCH �o;:ro,ro' �wl,+ts/crz 1 F.TC 102 3 1 42.00 11066.9 mm] 2X6 FRA14E OR OTHER AS U B-00 170.1.2 mj OC -- REQUIRED (RFMAINDFR OF 1 - - SUCK 140T SHOWN) — .. . NOTE: TRACK 801.1 IS POSITONED AT -OP ___ ___L---------------3______ OF KEYHOLE PUNCH - I.. 1 I 1 I ULTRA-F-TRACK AT TOP Vl1SAFF PANFI . A--- — I I WASHER WINCNUT X 14 i 1 (7 TOP. 7 BOTTOM) TRACK 30LT X 14 1 I i r(7 TOP. 7.ROTIOM) , 1 /\ _ 1 e -- I i 1 1 E I I � 11 I I I I I aD J 1 I 1 1 1 I I 1 I V O p14 % 3 INCH W000 SCR-W % 12 (6 TOP, 6 BOTTON), 1 1 a `-ULI HA-I..F SILL I I 1 1 AT BOTTOM 1 POLYCARBONAFE 1 1 1 1 I I I I 1 / I- I I onw1c tnmS /TTOP, SHER X 14 1 I - 1 1 i i as la. ocxarrwn on nC OEYRII'IWn 7 BOTOM) 1 1 1 1 I 1 1 1 I 1 1 1 1 / NOTE: TRACK BOLT 5 I POSITIONED AT BOTIOMJ OF KEYHOLE PUNCH b 7--- $ o VU50{!Mom,tLC w aaim m w fUTRACK-OP. LFl-SILL L BOTTOM g TEST CONFIGURATION: B1, B2, B3 ° o, �,°,• ,. °I Iri,Nr,7 w7¢s,4a s ETC103 3 7 _.� 2X6 FRAM ..—00 E OR OTHER AS - w. -----.- --47..DD(1066.9 mrn]-------- --ry �RE OUIRLU (RLMAINOJOFLIP(TM) X 5 z / DUCS NOT SHOWN) [Iro ru , .00 _203.2 nun O.C.0 a Quin n.rs,ru 014Y --- --- - -- — -ULTRA-11(IM) 4EACER r' __----L2L _1_-;'-- — -------- — 1 I I 1 1 I 1 1 SIDFWAI K ROI T X 5 1:2 SCALE DFTML (OTHER DETAILS At 1:1) ' VUSAF- PANEL • .5--- WASHER WINGNUT X 12 (5 TOP, 7 ROTFOM)1 r TRACK EICLT X 7 i • -- —_— 1 1 r E 1 1 1 I I — i ' I i W /- 14 X 3 INCH W000 SCREW X 12 - (6 IOP, 6 BOTTOM) - I 1 n / a 1 1 1 1 I I ULTRA-_F Sill. AT 801 OM --- /POLYCAIt804A4 I 1 /. 1 - I i mawmo urun / ! WASFER X 17 1 I • 1 i OM1 40. DEmIIPIION 7N1_ OE9.RP1104 (5 TOP, 7 8011014) 1 IL • I 1 1 • ww.sewer w I —.— I I 1 1 I I I 1 pp / .NOTE: TRACK DOLT IS `\ i �'/ •i 1 PO91K1t�FD AT 30TT04 \ i i/ i i 1'"^ "" .r.a"""'w'� • OF KEYFOLE PUNCY 1 _ ------------ 9 we - • r0. MlC 61 P6 SUM f11 rqq Nl 11.0 VuSofe IndiWlea,ut g 4u :1LIRA, H TOP, LF SILL BOTTOM TEST CONFIGURATION: D1 B, 13213, 13313 o ;--— . - - w• 'yl/oo eyrrtsvlrt I ETC 108 3 1 0 w 42.OD mm ---- �2%6 FRAME OR OTHER AS 10E6.9 F ( ) REQUIRED (REMAINDER 0. PANEL CLIP(IM) % S w BUCK NOT SHOWN) -8.00 1203.2 InrrJ O.C. / c:e•cx rnoriuc. + } n¢°uw.e°.a+x a w•n can, Kurz rw¢u•vc ,-ULTRA-H(TM) HEADER. - jl T-1 T'T ___t_�__. 4f I I 1 1 1 I I 1 1 1 SIDEWALK BOLT X 5 I / 1.7 SrAF DF-AI I SS SIDEWALK rll/16"W X (OTHER.DETAILS AT 1:1) B*2H OT ELS, I 1 1 I I f - RSECIIUN. i I I 1 i ELS j l I 1 1 E 1 1 I I L 1 1 I � I I 1 - 1 1 I -__r•i j •E -- It SPACER WASHER DIIAETAL / ZINC X 2 WINO NO X 2 --- WASHER WINGNUT X 12 (5 TOP, 7 80710M) r TRACK BO_T X 7. a VIISAFE 'ANEL ■ 3 -- � 1 1 1 N14 X 3 INCHI ; I auwwc uceln WCOD SCREW %. 12 OwNII omuW m (6 TOP, 6 BOTTOM)ULTRA LF SILLPOLYCARBCNATE WASHER X 12 I 1 1 w•a s..e.mv (5 IOP,.7 BOTTOM) i � i 1 ..��.� w+a.w•w...n<. -------- - .y. _ ETC I.•borslOrks Rtpon N. STC.OY•1089.19072 v USOIO b°lee''LLC V-0-Bic Owl, 07/11MV, - 8 - ULTRA H, LFT-SSIILLL, STITCH_ OSIR ED Al 3OLTBOIL M w TEST CONFIGURATION: D1A, D2A, D3A °� = /°, =-°`° < POSI IIONED Al BOIIOM1 a ++ x OF KEYHOLE PUNCH a/+pl �'W/asm ETCt OB ^° 2 0 Industries,« VuSafeTM Storm Panel System Panel Width Worksheet Number Total Suggested Minimum of Panels Panel Width Channel Width 1 Full Panel 14.00" 15.001, 1-1/2 - 20.00" 21.00" 2 Full Panel 26.25" 27.25" 2-1/2 - 32.25" 33.25" 3 Full Panel 38.50" 39.50" 3-1/2 - 44.50" 45.50" 4 Full Panel 50.75" 51.75" 4-1/2 - 56.75" 57.75" 5 Full Panel 63.00" 64.00 5-1/2 - 69.00" 70.00" 6 - Full Panel 75.25" 76.25 6-1/2 - 81.25" 82.25" 7 Full Panel 87.50" 88.50" 7-1/2 - 93.50" 94.50" 8 Full Panel 99.75" 100.75" 8-1/2 - 105.75" 106.75" 9 Full Panel 112.00" 113.00" 9-1/2 - 118.00" 119.00" .10 Full Panel 124.25" 125.25" 10-1/2 - 130.25" 131.25" 11 Full Panel 136.50" 137.50" Example Panel Configurations 1 1-1/2 - 142.50" 143.50" 12 Full Panel 148.75" 149.75" One Full 12-1/2 - 154.75" 155.75" 13 Full Panel 161.00" 162.00" rt 114.0(Y ,I 13-1/2 - 167.00"" 168.00" One 14 Full Panel 173.25" 174.25" (Two aells One-Half Panels ha sovverl overlapped by 14-1/2 - 179.25" 180.25" 15 Full Panel 185.50" .186.50" - 20.00"� 15-1/2 - 191.50" 192.50" 16 Full Panel 197.75" 198.75" Two Full Panels 16-1!2 - 203.75" 204.75" 17 Full Panel 210.00" 211.00" I• 26.25° �i NOTE: This table is for determining Finished Width Only. "Slight variances may be experienced due to panel corrugation. SQD107.4.CDR 11/13/2007 REV-1 Copyright©2007 VuSafe Industries http://www.vusafe.00m 888-232-2331 f oFi r Town of Barnstable *Permit# v O Rrpires 6 nionflisfrom issue date �^ Regulatory Services Fee ♦ a * BAMSfABLE, + 16 q ,� Thomas F. Geiler,Director 03 Zllo Building ]division Tom Perry,CBO, Building Commissioner . 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Yalid without Red X-Press Imprint Map/parcel Number n Property Addressy1�1 iy 'KResidential Value of Work r 'Minimum fee of$2S.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance FEB 2�10 Check one: ' ��S-���L ❑ I am a sole proprietor �oVv OF 5P I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name _ Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Y Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) !�Re-side #.of doors ❑ .ReplacementWindows/doors/sliders.'U-Value (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is re u' d. SIGNATURE: Q:\WPFILES\FORMS\building permit form s\EX ••SS.dn The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations 600 Washington Street Boston, MA 02111 Z�y iv-wm mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant.Information Please Print Legibly Name (Business/Organization/Individual): C , Address: a -3 6�,:; fVol City/State/Zip: a Y'1 Phone#: �� Z 5Z Are you.an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 5 ❑New.construction employees (full and/or part-time).* have hired the sub-contractors 2.El I 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 mein any capacity, employees and have workers' 9 ❑ Building addition [No workers' comp: insurance comp, insurance. required;] 5. ❑ We are a corporation and its 16.❑ Electrical repairs or additions tam a homeowner doing all.work officers have exercised their 11.❑Plumbing repairs or additions right of exemption per MGL myself [No workers comp. 12,[❑ Roof repairs I insurance required.] t C. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box NI 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.Lic.#: Expiration Date:. .lob 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 MOL 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 STOP WORK.ORDER and a fine . of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Inyestigations,of the DIA for insurance_coverage verification. I do hereby certify unit ains nd penalties ofperjury that the information provided above is trice and correct. r, Date: i Si nature: Phone#: Official use only. Do not write in thi are , to be completed y city or town official City or Town: Permit/License# Issuing Authority.(circle one): 1.Board ofNealth 2.Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other. 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 receiver 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,constniction 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 tivho 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-contractors)name(s), address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships (UP) 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 should confirmation of insurance covera e, Also be sure to sign and date the affidavit. The affidavit sh Accidents for c g 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 fixture 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 Investigations 600 Washington Street. Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASS.AFE Fax # 617-727-7749 Revised 4-24-07 www.inass.gov/dia Town of Barnstable T Regulatory Services ' Thomas F.'Geiler,Director BARNSTABLE, MASS 1639. ,�� Building Division pTFoµAta 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: JOB LOCATION: C� 0�Ca f C�i2 V jQ number street village L "HOMEOWNER":� c�2G �ry ' �n name home ph ne 4 work phone tl CURRENT MAILING ADDRESS: city/town 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. The undersigned"homeowner"certifies-that he/she understands the Town of Barnstable Building Department` minimum inspection procedures and requirements and that be/she.will comply with said procedures and ;quir I 5ignatur f Hom ow 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. i 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 dQ 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 fonn/certification for use in your community. OAWPFII.F..S\FORMS\homeexer,npt.D.00 � YHEr Town of Barnstable . Regulatory Services Thom s F. Geiler,Director rtnas. v 9.6 i ' g B ildin Division Tom P rry,Building Commissioner 200 1 ain Street,Hyannis;MA 02601 www.town.barnstable.ma.us Office: 5088- 62-4038 Fax: 508-790-6230 Property OwnerMust mplete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relat' e to work autho ed by this building permit application for (Address of Job) Signature of Owner Date Print Name if Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. AWE , The Town of Barnstable Department of Health, Safety and Environmental Services • Building Division 1 9. 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner e ' Home Occupation R glstradon Date: ,2 Name: Phone #: 'So$ a' a 2. Address: bu lo4 i&SQ. 27• Village: Type of Business: �I 'IC7' Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,.subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. There are no external alterations to the drvellurgwhich are itot customary in residential buildings,and there is no outside evidence of such use. No traffic will be generated in excess of normal residential volumes. The use does not involve the production of otrensivc noise. vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,i0are,humidity or other objectionable effects. There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such rise shall be met on the same lot containing the Customary Home Occupation,and not within the required front y.•trd. v . 'There is no exterior storage or display of materials or equipment. There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,:md one trailer not to exceed 20 feet in length and not to "IN exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. �• Nthe Customary Home Occupation is listed or advertised as a business,the street address shall not be included. �• No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unrt. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Q Applicant: Date: Homeoc.doc TOWN OF BARNSTABLE 4/6/77 Permit No. 19Q86------------------ d { sA"97AX : Building Inspector Cash --------------- —-- ,to"PR►� 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 Alden Homes, Inc. Address 329 West Main St. , Hyannis lot #1 Bumps River Road, Centerville Wiring Inspector Inspection date Plumbing Ins c r Inspection date Gas Inspect' v Inspection date 7—;L Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDIING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ...................................................... 19......_� ........................................ ... ............................................................._... ..... ... .. Building Inspector � r' 'Assessor's map and.lot' numbe ...:. ... .1 e x/ F �� r nS SEPTIC SYSTEM;MUST BE r INSTALLED COMPLIANCE c Sewage�,.Permit number .................: �:...... .........:.......:.. �i • C, 0 - WITH ARTICLE 1I STATE t TOWN O� �B A R AN �B�� D TOWN ' . i B LE AWSTADLE, t: ' "AO` � BUILDING , INSPECTOR a�5 w, APPLICATION FOR PERMIT TO�' ... .......e: .. .............................. TYPE OF, CONSTRUCTION.....!... . . ...................... .............. .... ................. ................. 10 TO THE INSPECTOR OF BUILDINGS: The undersigne ereby Mine; a ermit according t the Ilo ing ii�ormation: Locao +ems c-� .. ............................................................... Proposed Use 6 �/u :. ...... ....... . ....................... �� � S ZoningDistrict .......... :........ ........................Fire District .-5:.........................................A...4.................... Name of Owner :......�•�Pik .11(� k G•••.••.••.•....••••Address > � �'� J� .�................. .................. Nameof Builder ....................................................................Address ............:....:............,.................................................... Name of Architect ..................................................................Address ............. ........... . . ........... lop Numberof s ..... ..........................................................Foundation ... ...... . ... ........ Exterior ............................................................Roofing < 1 . `P ............................. c.. Floors ........... ..... .. ...... ..... ..................................Interior ..���......::".`....�............................................... .......... _ Heating ..'� �E�L/� .................................Plumbing ....f ............................................................................ Fireplace ........ ................. ........... .......................................................... Approximate Cost ....... ..!. r ................ .. . Definitive Plan Approved by Planning Board -----------_-------------------19________ Area ................... S Diagram of Lot and Building with Dimensions Fee ........�- 7!77 .-"......•. SUBJECT TO APPROVAL OF BOARD OF HEALTH X I hereby agree to conform to all the Rules and Regulations of the Town ofF/Barnstgble re99rding the above construction. ' Name ....... . ............................. Alden Homes Jue. � S - 19U86Permit-fori1 , No ................. 1/2 story........................ ....single family..dwelling.......................... - ..... .... .... . Location .........Bumps _River Road Centerville Owner .............. lden Homes s..Inc. frame - � � �„ - �t - `�+ -�'� ! •!� x. • Type'"of Construction '... ......................... l .............................................. .............................. f� 1 Plot ............................ Lot .................... .. ....... y • Permit Granted .....•.. April.6.........:.....19 77 t Date of Inspection ... rr..;:.19 , Date Completed ......f�..................^.19 PERMIT REFUSED ,L .... . ..... ........................................... .. 19 ! /'' .k '•' i i r .................... ................ ... ................... I J . ,y^��Jul({//n' w.i F p 1.• ........ ....... .................. t p .......... Approved ................................................ 19 ........................................................ ................... r r - ............................................................................... Assessor's map and lot number �.f ''. �� /� _ �~ r �.. ? - , 0 77 Sewage Permit number............:...a...: ................,....,...:....... R. TOWN OE BARNSTABLE i" Z 89BH9TABLE, n 9�0 M6 9 BUILDING INSPECTOR -r40i J l er �.............. ............. ............. ............. .. ............... 'APPLICATION FOR PERMIT TO ...� .... ..... ....... .... .... TYPEOF CONSTRUCTION ..... .... iC�( .......................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned, hereby applies for a permit according to the following information: Location .....4............ ,..I............,................... ................................................... ............................................................................ Proposed Use ,l f„'./!v ........................................... ................... .r . . ..... .... .......+...... y ..... i Zoning District - Fire District ( / ./.-.. .'........ ............................. ....... ..... ...: ... .. ...:. ,AlalA,.�4 V AO 1YI3 Nameof Owner ......................................................................Address ........................................................... `....................... Nameof Builder ....................................................................Address .................................................................................... Nameof Architect ..................................................................Address ..........................'........ ............4................................. Numberof Rooms ....._!. ...................................................Foundation ............P.:..... 1�.�".....I................................. � Exierior ....................................................................................Roofing ......... ............:............. P .............................. Floors Interior .... ...... ................................................... ( .... /... ........... ..... ..... ... ... .... ...... � C Heating !.. c ... ... ...................................................Plumbing .... ..................................................................... .................................................................A `''!. !.t. �................................ Fireplace ................. Approximate Cost ....... . Definitive Plan Approved by Planning Board ________________________________19________. Area ................ 4.."_...... . . Diagram of Lot and Building with Dimensions Fee ........ ..`''"""s"`'•..... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...... .............................. ......................................... _^~~_ --_~-" Inc. — --. ~_ . ^ ~ _ ~ ` , ` . ' �' -�-_- ^ - -^ - ---- ..~ , . _T.. for - single� ^~_^^^ dwelling� '-------------'--'---'' —''' �U[� Bumps River Road _ Location --.---.---------.l—�---.. Centerville --.--.---.-----...—~--~------ � Alden Bmmsm» Inc. Owner -----------------..--_—.. frame ' Type of Construction � - ' Plot uu/ ' ~ ' re,m/, Granted . . ^ Date of Inspection uo/e Completed � ' ~ . ` ~ . . � PERMIT REFUSED ' . � . ` — ........ '^''~~—~^--T. ......................... —'--------' . ~ ----.--....�—:;.--�------.~—.~..—... .` '—'—~---'--^—~^''--'—~—'—'----^- - Approved - ................................................. 19 ' . . ^ ����������..................,......`...'...............'' � ' � ---.------.----..----..—.--..' � � � 1 w� 9.5. 94 . - I Q O �EACPING PiT r� '^ N ),000 GAL 1 3T� SE-PTIC TANK. (� a' . 41 W L.C. 3 906.E A ,20 672 SF ' _.. v Z9 37 .vv J 531 °° Foundation Plan In Barnstable , Allass, for A L D EN 14 OMES, I n c. l CERTIFY THAT THE ABOVE FOUNDATION ' IS SHOWN ON THE PLAN AS IT EXISTS ON THE GROUND AND THAT IT CONFORA/S TO THE TOWN OF BANSTABLE REGULATIONS, Y� n tii�t�`.a scale..-1 . 201 Feb. 1977 a L a a - ol, rl � t ol .... Y/� 1 „", -- -- ,v • �a I� LM - -- - i - o , a ,