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0010 BAY VIEW TERRACE
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Yll IS: N t , t ,-, , < -- ,,e.. ,3 -*- e , a , , , ,�a ra , ,,r ,,. ,,- a , , , F4P,`" .,�.t. ,-�:�.., ti y:..v rC'.� y P•-.- ti �..:..�,_..,-t,.-.'-..-,..,_..,-._rvx�,-T ,.- ._ _.-...-_..-..f..-.-.-^.'^.-...---r- , ..-,,.-'-...,�^..^-r--- :w�..� r..-..-.-.- - - - - - - -. ._ >_ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �` Parcel 60 Application# &C��� Health Divisiofivision Conservation Permit# Tax Collector ,; Date Issued IC3407 Treasurer Application Fee Planning Dept. Permit Fee is Date Definitive Plan Approved by Planning Board f� Historic-OKH Preservation/Hyannis Project Street Address fs _ Village r. Owner i Acl&ess Telephone bra 9 Permit Request 9, ;� < �. Square feet: 1 st floor:existing f�13 proposed o 2nd floor.:existing �D proposed Total new v`�e Zoning District Flood Plain Groundwater Overlay Project Valuation I 151,c1 oo o Construction Type Lot Size Grandfathered: 0 Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family ' "Two Family ❑ Multi-Family(#units) Age of Existing Structure l Historic House: ❑Yes X,,No On Old King's Highway: ❑Yes o Basement Type: Full Wrawl ❑Walkout ❑Other _A%wo - Basement Finished Area(sq.ft.) OrnIf. Basement Unfinished Area(sq.ft) I Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new _ Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New_ Existing wood/coal st •.: ❑Yeses�No Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:❑existi , ❑new e 11-4 Attached garage: existing new size& thed:Llexisting ❑new size Other: Co Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use �e5�Get-CAP Proposed Use spuN,l - BUILDER INFORMATION Name !J • L-• U i\•c— '471--t.S Telephone Number Address O)((0(a 9 License# eawi-s�ee -- �i r�-, Home Improvement Contractor# 0 22.Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� �+ DATE 1 3`\ r i FOR OFFICIAL USE ONLY t •� 1 PERMIT NO. ' DATE ISSUED i MAP/PARCEL NO. ) ADDRESS. VILLAGE OWNER ; DATE OF INSPECTION 1 FOUNDATION i FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 GAS: ROUGH FINAL FINAL BUILDING + DATE CLOSED OUT ASSOCIATION PLAN-NO. -' ti i . w 7b Z c�J Cda-7 C"o^c- - J/�par- ��r�,ae- � c�r✓���'— f DATEIRESOLVED e r EXIT ORDER?.,..M NO r 1 �of�NF>oiy Town of Barnstable Regulatory Services BAATtsrABLE MASS. Thomas F. Geller,Director f, g 16.9. ofD ,ya Building Division Thomas Perry,.CBO,Building Commissioner ' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862=4038 Fax: 508-790-6230 PLAN REVIEW Owner: B LANDY Map/Parcel: 13r7 009 Project Address If) M VZF-W T EeX-Act Builder: D)wc LA'S L (.ysLL1 1'�S The following items were noted on reviewing: �2 PC Reviewed by: Al 0-1- Date: Zl)U VU .Q:Forms:Plnrvw , The Commonwealth of Massachusetts J Department of Industrial Accidents O e Investigations - .f� of 600 Washington Street -� Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name (Business/Organization/Individual): t 1 C� t-. <<..L: -e 5 `���-..���✓4 Address: _ t(YQ City/State/Zip: �'� �� f Ml�- Phone#: �r6t' '175--/S O V 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 —,,employees(full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling These sub-contractors have ship and have no employees 8. ❑ Demolition working for me in any capacity. employees and have workers' coin insurance.- 9. Building addition [No workers comp. insurance p. required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ I atn a homeowner doing all work officers have exercised their I LE] Plumbing repairs or additions myself. [No workers'comp. right of,exemption per MGL 12.❑ Roof repairs insurance required.]T c. 152, §1(4),and we have no employees. [No workers 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all.work and then hire outside contractors must submit 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 Heat 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 imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under thepains andpenalties of perjury that the information provided above_is_true and correct Signature: a __ Date: dd _ Phone#: Official use only. Do not write in this area,to be completed by ch)?or town offeciaL City or Town: Permit/License# Issuing Authority(circle one): ' 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#. Towned.Barnsgtab— of 'E A.. Semee `Thomas F Geiler,Director: 9� sass �•�� Buiiding Division B uildiug Commissioner ToihPer�; 200 Main Sireot, Tjy=is,MA 02601 .. -. ww.town barustable:ma.us Fax: 508 790-6230 pffice: 508-862-4038 _ Property Owner Must Complete gad Sign-This Section. if Using ABuilder, roper' as Owner of the subject p Y to act on mybe�ialf, hereby authorize in all r,iatters relative to work authorized by this binding permit application for; . � � (/ i cam/ .e.�'�--- ' . �''v��� : • t ss of Job) ob3z, /� 02 ate store of r . nat i*Tame �vr '� �'fA�pals pCUD Q I 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS ° l tsy f ���j ° 11 347 74 ' J TRUOTLU 'APPENDICE Loadbearing Wall Connections 6 f l t Laera (no.o 1d common nails ) ....., ..: (Tables 7) . .. .. .... . .... .... .•,.. ... . '� : - f Ion-Loadbearing Wall Connections Lateral(no.of 16d common nails) .:...... . (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9)~ Header Spans ...:....... ".... (Table 9) ...... .. - Sill Plate Spans ...... (Table 9) ..... . ... . ..... ft ft Full.Height Studs(no.of studs) . . (Table 9) _ `on-Load Bearing Wall Openings(record largest opening but.check all openings for compliance to Table 9) Header Spans (Table 9) ....... . ft-in:s 12' Sill Plate Spans..'.. . ..•.. ... (Table 9) .. . ... .. ft—in.s 12" —' Full Height Studs(no.of studs) . . . (Table 9) 'xterior Wall Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building`Dimension,W 1 Nominal Height of Tallest Opening' t g . P g' . . . _ .. .... . Lyl d/ f:...... s.RI Y . Sheathing Type ..... . ... . . .. (note 4).:. .. . :... Edge Nail Spacing •• • • •_• . .,. (Table 10 or note 4 if less) . .... . . in, Field Nail Spacing ............. .... .. (Table 10). ... :. .. .(c in ' Shear Connection(no.of 16d common nails)(Table'10) .. .. .;. t Percent Full-Height Sheathing .. . ... .. .. (Table 10).... ... ...... .. .... .. _% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts). ... .. . . Maximum Building Dimension,L Nominal Height of Tallest Opening ... .. , ', )s 6 8" Sheathing Type .. ;note 4). ,.... . — Edge Nail Spacing . . . ... .... .. . (Table I I or note. .4.i.f less) . . ...., in, _ Field Nail Spacing : ...' (Table 11) ....... '12 Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing .: • .. • .. (Table 11).. ',S, � ( �,° p _ 5%Additional Sheathing for Wall with Opening>6'8~ u,•al!Cladding. (Design Concepts). .. Rated for Wind Speed? 5.1 ROOFS ` Roof framing member spans checked (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang.. ... (Figure 19) ...... ft s smaller of 2' or U3 Trtss or Rafter Connections at Loadbeiiirig Walls Proprietary Connectors j Uplift . . ..-(Table 12)....,.. U= plf rr Lateral ............. ..... ... .. . .. .. (Table 12).......... ........ . L--:e plf Shear... ..... -..a (Table'12).. ;;....... . S=� •.plf Ridge Strap Connection if collar ti t dse r page 21(Table 13),.,, ..... .. : T==plf Gable Rake Ouilooker — (Figure 20) .F4 ft s smaller of 2'or U2-. Truss or Rafter Connections at Non-Loadbearing Walls' i Proprietary Connectors ' Uplift ..:. . ... ... . ..�, (Table 14)...... ......:.... U=_lb. Lateral(no.of 16d common nails) ... ..., (Table 14).......:.. . . ... .... . L=_Ib. Roof Sheathing Type ...... . .... (per 780 CMR 58.00 and 59.00)..... .. . Roof Sheathing Thickness .... �`7LIi in. z 7/16"WSP-. Roof Sheathing Fastening ........ Table 24 — Notes 11 D 1. This checklist shall be met in its entirety, excluding the specific-exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met'in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figtire d 4 d.-AII Straps per Figure 17A e. Comer Stud Hold Downs'per Figure 18a and Figure l Sb . 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is add requirements shown in Tables 10 and 11: ed to the percent full-height sheathing, j. The bottom sill plate in exterior wails shall be a minimum 2 in.nominal thickness pressure treated 42-grade: ~ 4. a. From Tables10andllandlocationofwallsheathingandBuildingAspectRatio,determinePercentFull-Height Sheathing and Nail Spacing requirements 12/28/07 ;Effective 1/1/08) 780 CMR-'Seventh Edition - 1055 c MICH C; t_i� t_` , 78 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS (r� \' vI�/ ` o - '? MASSACHUSEITS STATE BUILDING CODE 5T 6 �r,, r ' ' AWC Guide to Wood Construction.imHigh Wind Areas:110 mph Wind Zone " Massachusetts Checklist f6r Compliance (780 CMR 5301:2.1.1); H Check 1.1 SCOPE Compliance Speed(3-sec.gust) .. . . . . .. .. rJ Exposure Category . . . . . . . . .. . . . . . . . . . ..: . . . . . . . l 10 mph . . .. . .. .. . . . . . :. . :. B 1' .APPLICABILITY — ^ber of Stones(a roof which exceeds 8 in 12 slope shall be considered a story) _ J ff t 'itch (Fig stones s 2 stories { — Roof Height 8_) . . r S 12-12 ng Width.W (Fig 2) .. . eft s 33' - ng Length,L (Fig-3) ft s 80' .g Aspect Ratio(L/W) ft 5 80' Anal Het ht of (Fig �) �, ' �. Talle s -.1 t 8 s O Op ening,nin ._. 8' Fig . .f._Q .s 6,8" • I.-' FR.-xN1ING CONNECTIONS n_ra1 compliance with framing connections .: `Table 2 a 2.1 FOUN-DATION Lion Walls meeting requirements of.. 80 CMR.5404.1 ncrete .. , : ., �crete Masonry . '. . . . .. -k``Cl1ORAGE'TO".FOUNDAI'ION' _nznor,Bolts imbedded or% Propnatar.Mechanical Anchors as an alternative in co to only t Spacing-general . . .. (Table 4) Spacing from end/joint of plate, (F;o Embedment-concrete . . L .,' to s 6"- 12" BA(Embedment-masonry. : . . . . . (Fig$� �(i lr fa %t, .. .�in. a 7" (Fig 5) - P:ate Washer in. 2 15" .. . . . . . .. . . . . . .. . . . .. .. (FigS) .. ?.l FLOORS 2 3"x 3"x i/4,.'. r framing member spans checked .. . (per 780 CMR 55.00 '•� x-Turn Floor Opening Dimension ... - ) ' � ''�' ' ��• ' (Fig 6) z.. _ft s i 2' _ `"- weight Wall Studs at Floor Openings less than 2' From Exterior Wall(Fig 6) M x!Tnum Floor Joist Setbacks . Supporting Loadbearing Walls or.Snear- ai (Fig47) . . .. — `•1�,:num Cantilevered Floor Joists d - Supporting.Loadbearing Walls or,Shearwa!I (Fig 8) .. ....:. a -,s •Bracing atEndwalis . . ... . . . . .. . .. . . .... . . ft s d. . " :�•Sheathing Type _ (Fig 9} .. . ... ... ..-. . . — (per 780 CMR 55.00)4.•. ..Sheathing Thickness . : Sheathing Fastening , . (pet',80 CMR 55.00) . . . :.1 `\ F (Table'2)�d nails at_,p_in,edge I / -in field ALLS , \� Height adbearing walls ..... .. i (Fig 10 and Table 5) O `^n-Load bearing walls . ... ,... _{_rt s 10' `�'a.;Stud Spacing (Fig 10 and Table 5) ..... (Fig 10 and Table 5 ft s 20'. . Wa:Story Offsets . . .. .... ) .. .. . . _in.s 24' o c: - (Figs 7&8) 4.2 EXTERIOR WALLS' ft s d ' 1�'coc Snuds load'oeanng walls ..:. . Non•Loadbearing walls .. (Table 5) 2x�,a _ 3 ft Gable End Wall Bracing (Table 5) . . . ....2x iZ, -`ft 2'in.Fl�"!Height Endwall Studs S°Attic Floor Length . ... . ..• •, • •.. . (Fig 10) .•• .. ... ........ it i Wn . C sum Ceiling (Fig 1 1) ---- • $Length(if WSP nni usPdi rF: ,,> ._. •- •' , a( .... one t,ntcrai nrac'c tfi h ft n (Fig I I) =tt c 0.9"N _ t - �ciltng lurniig strips fIV IG"spacuig nun. wit Q x 4 blocking 4 4 ft.spacing`in erid ortvssbays . . . . .. op Plate . . . . . . . . . . .. . .. .. . . . ecgth . . ;Fig 13 and Table 6)ucnection(no.of 16d common 780 C11R _ Seventh Edition' 12i28/07 2x -TOP PUTS i 1a. WIN, i • ME7�DER • I • 1. C13 J ' WAX. PANEL h HEIGKI P NA,L sHUTMArc To HEADER AT 3'o.c. B,W. II II• • 2-2> STUDS I I i ML SHEATHING APA RATED SHEATHING •I• rl' TO EACH,S'TUC r L hl•Vq s/e wex:-zs Lxr-t ' .. II Ft, No rASTENERS_ 2-2i eLOCKNC AT O eLOCKING ANY PLYw000 JOINT 'I' 6d NA&S AT S*o.c. ALL PLATES,' 1 I HEADERS a-STUDS rlI• I • - .LI -fl APPROVED HOOKED*D40 •I•� W• w00D CQr1GREfE CONNECTORS _YN _ Rte Lrrr (uIN. P i►I 8 4� �`"s►��G TO. EACH PLATE• . �X��PC` �.temM� ,�NI�� .•Y�Y q:5��0�. UT�Rq TURD - 'MICHELE 4774 ry SIRUCTUP,AL J.. ` �;• Cr ((.1.;(���- (ice�G :J , �o q ,..� � ' .,_�? t _ LE CUI)ILO_ , P..E. . I p.-7 K} �f. i�!.i,'(-ice. �ouornrOOa Lane ante t►e'Wassochueetts.02631 Drown By: Mc Do to: O(_ Sco16: ' AS NOTED Rev.• D r a w i n g File Name: I('�i,,II !' f SK.- • - , l�- ��>:. Project No.. GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS ` 1. All workmanship to conform to the requirements of the Massachusetts State Building Code.,latest edition. 2.;For,site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity.q=3000 psf,for a medium sand/gravel composition. other soils encountered. contact the Engineer of Record. - 4., Concrete; Minimum 28 day s.trengih, fc=3000 psi,3/4" aggregate,designed per American Concrete institute Code. latest issue:maximum slump,= a.) Anchor bolts:ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced_ o/c.or in concrete piers++- Simpson ABL'•series,base;SPACED 2' o/c for slab-on-grade construction(i.e.Garage,Basement.etc.). FRAMING «. a . 1. Alf +rorkmanshhusetts State Bujlding.Code,latest edition. ip to conform to the requirements of the Massac 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction '-kTTIC.;Storage 20:psf' Living Floor=40 psf '- Sleeping Floor:.=30 psf. _ Decks and Balconies=60 psf. Wind Load : Criteria used for 110.MPH,Exposure B,unless noted_otherwise 3. Structural Steel: (as required) a. ASTM .-\5'2 Grade 50:shop paint with rust inhibitive paint.Thru Bolts. ASTM A307, i/2"diameter..punchcd holes. 9/16"diameter. , b. Welds: Shop++eld cap and base plates to columns: shop weld bearing plates to beams:use E70xz electrodes. Alternativei\. "::id %keld by certified welders. c. Deflection Criteria:'L/360 total load deflection. 4.Timber Frarn c: a. All new-;irnber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi•or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. ' c. Laminated Veneer Lumber: All L.V:L.shall be 1.9E L.V.L.with Fb=2925 psi E=1,900 ksi. Fv=285 psi.Fc_per=750 psi. Fc_par 30 5 osi. Paratlam(PSL):All PSL shall be min. 1.9E ES with Fb=290 psib0 •£=1',900 ksi,Fv=285 psi. Fc_per-750 psi. Fc�ar-2900^si `dote that Microllam and Parallam may be used interchangeably; 1 Det'lection Criteria: L/480 Live Load,L/360 Total Load �2. 01tional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Con .e to t: Ns mane.-act6r d.b� Simpson_Strong-Tie Co:shall be handled and installed per manufacturer requirements:with all nail holes'tilled he size nail as specified by mfgr.or herein.• a. Ra . r o Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood..spaced 16"o/c: Ratter to Ridge Plate; Collar ties min. Ix6@ 48"o/c at top or Simpson.Straps over top of plywood spaced 16".otc b. Rafter ends to top plate:,Simpson H2.5A c. Band .foist: Simpson straps at 48"o/c:-CS-14R-505'centered at band joist 6.Bolts a, Bolts in+good framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32 larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retiehtened.arcompletion of job. 7. Blocking: a Biockine shalt be solid blocking,2x minimum,and full depth of member. b. Stud Wails- provide blocking at 8-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing ' io this'biocking for the first48"of these building corners. c `ailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-I0d toenails ea.end,or 2-16d end=nails ea. End d. tie+k Framing:Provide 2x blocking for 2loist/rafter bays and,spaced.48".o/c in joist and rafter plane at all ed �t{(F3p- ply+vood edges to this blocking 8.Nailine Schedule: o _ 1�11(1i cti -All nailing shall be in accordance with Appendix 120.Q unless noted herein specifically. �� CUD, 0 e o �`?l Multiple Studs 16d'@.12"staggered, . � d�.347?4 -'t> a.All nails shall be common wire nails. STHUOTUR,1l. b.Sub-bore_ where,nails tend'to split wood. v 9. Headers less than 4-0".iise 2-2x6;ail others per.MA State Building Code Tablev5502:5 a'uandl(2). / , qEC STTT`'�/�¢ �t� , ,•�. - �b 3.. . , a, =i4-ko a_i MICHELE 'UI IL \,((�L 'vJ ;v Consulting Structural. Enginearr 1 1s2,. r" 123 Cottonwood .Lone Centerville Massachusetts 02632 �� C�C7 � �1 + k• i t yt�tv� t';:',: Drawn By: MC Dote: /(7 /0 Drawing j I � cole: AS NOTED Rev. p C K_ i t t IF,to Narna .1,- 'Project No.: GARAGE hdr. �J .�rJ V O j S t Weyerhaeuserr 2 PCs of 1 3/4"�x 11. 114" 1.9E Microllam® LVL.. p�. C n- 8/1212 Serial :17:41 eM7°°51°'03THIS PRODUCT MEETS OR EXCEEDS THE`SET DESIGN 8/12/2009 9:17:41 AM Engine Version:6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED , 9'g" Product Diagram is Conceptual. 4DS: ' iysis is for a Header(Flush Beam),Member. Tributary Load Width:.12'• iary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration, 10.0 Dead , tical Loads: pe Class Live Dead Location Application Comment iiform(plf) Snow(1.15) 360.0 120.0 0 To 9'6" Adds To t=12 PPORTS: Input' Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Uplift/Total Stud wall 3.00" 2.72" 2850 1 1 192/0 14042 Al: Blocking 1 Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL Stud wall 3.00"- 2:72" 2850/1192/0/4042 Al: Blocking 1-Ply 1 3/4"x 11 1/4"1.9E Microllam®LVL 3e iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking C :SIGN CONTROLS: ; Maximum Design • Control Result. " Location ;hear(lbs) 3935 =3031 8603 Passed(35%) Rt.end Span 1'under Snow loading i Aoment(Ft-Lbs) 9100 9100'- 18558 Passed (49%)- MID Span 1 under Snow loading Span 1 under Snow loading ive Load DefI(in) 0.145 0.231 PasseG(U765) •MID p loading - otal Load Defl(in) 0.206 0.463 Passed(U540) MID Span 1 under Snow 9 )eflection Criteria: STANDA RD(LL:U480,TL:U240). ` 3racing(Lu):All compression edges(top and bottom)mustY; be braced at 9'6"o/c unless:detailed otherwise. Proper attachment-and positioning of :feral bracing is required o achieve member stability. ,DDITIONAL NOTES; MPORTANTI The analysis presented is output from softwareteea and code by laccepiedlLdes design values. The ev610 warrants the specific f product application,this input designwill e accomplished in accordance with i�evel®product design )ads,and stated dimensions have been provided by the software user. This out has not been reviewed can iLevel®Associate. Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability.` ' THIS ANALYSIS FOR il.eve�0 PRODUCTS ONLYi APRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Stress Design metnodology was used for Building Ccde IBC analyzing the iLevel®Distribution product listed above. Allow able le S Note:See iLevel®SpecifiellsBuilderrs Guide for multiple ply connection. fi��^ g CUl✓=ILO 0 Na.341 YEA - : �� STRIJCTUF PROJECT'INi=ORMATION: OPERATOR INFORMATION: Michele Cud ilo for 1 WILLIAMS Michele Cudilo,P.E. 1 123 Cottonwood.Lane 10 BAY VIEW TERRACE,CENTERVILLE Centerville,.MA 02632 1979 Z Phone:5087717601 Fax,• 5087717163 F mcudilo@comcast.net p _-opyri9hE Z 2C07 by :Leveler, 7ec=ra_ itay, WA• 1 d /// x'_crollam'e is a registered Erarr: o; iLevel . -VV U A/ J_- _.\?regra-, ._les\?rus Joi sE\.;:.c _.=es\2009-Williams(S Bm.sms .. 1- (� new porch roof beam_ >"^ 2 PCs of 1 3/4 x 9 1/4 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number 7005107030 User:2 8112/2009 9:07:24 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.30 14 CONTROLS FOR-THE•APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope4M2 ` 511I .fin , All dimensions are horizontal. Product Diagram is Conceptual LOADS: 'Analysis is for a Drop Beam Member. Tributary Load Width:3' 1 3/16" Primary Load Group-Snow(psf): 30.0 Live at 115%duration, 10.0 Dead Vertical Loads: Ty pe Class Live . Dead Lo cation ocation Application Comment Uniform(plf) Floor(1.00f 210.0 70.0 0 To 11' Adds' To t=7 SUPPORTS: Input Bearing Vertical Reactions(Ibs)�' Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" ? 53" 1666/614/0/2280t L1: Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL 2 Stud wall 3.50" 1666(614/0/.2280 L1: Blocking 1 Ply 1 3/4"x 9 1/4"1.9E Microllam®LVL -See iLevel®Specifier's.'Bu lcer's Guide for detail(s): L1: Blacking DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 221" 1840 7074 •Passed(26%) Rt.end Span 1 under"Snow loading Moment(Ft-Lbs) 5 6 5896 12884 Passed(46%) MID Span 1 under Snow loading Live Load Defl(in) 0.217 0.356 Passed(U589) -MID Span 1 under Snow loading Total Load Defl(in) 0.297 0.533 Passed(U430) `MID Span 1�under Snow loading -Deflection Criteria: STAJN1DARD(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to ac' ,eve member stability. -Design assumes adequate continuous lateral support of the compression edge. ' 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 acco dance with Level®product design criteria and code accepted design"values. The specific product application, input design loads,and stated dimensc•.n.s have been provided by the software user. This output has not been reviewed by an iLevel®Associate. =Not all products are read:!;'available. Check with your supplier or iLevel®technical representative for product availability.' -THIS ANALYSIS FOR ii-el eO PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution.product listed above. -Note:See iLevel(D Specifie�s.'Builder's Guide for multiple ply connection. AAM,.4�+ f6O 4A P�1iCHE.L.L r PROJECT INFORMATION: OPERATOR INFORMATION: CU[)IL0 for Michele Cudilo o No.3477.4 i= s WILLIAMS Michele Cudilo, P.E. L) _STpUCTURsat- 10 BAY VIEW TERRACE.CENTERVILLE 123 Cottonwood Lane Centerville, MA 02632-1979 Phone':5087717601 r,#"; f7 Fax : 5087717163 mcudilo@comcast.net ' ,' Elul £ :;� :Lave'. -eaa•� rr 7 N'A. - •/ - h� 'L . requ;e:e� �_<ro- . _- .'..ever. - - (•.� li • GARAGE hdr by Weyerhaeuser' - , ! 2 PCs of 1..3/4" x 16" 1.9E Microllam® LVL TJ-Beam®6.30 Serial Number:7005107030 Paget Engine 0. - 'MEMBER IS INSUFFICIENT DUE TO LOAD • Page 1 Engine Version:6.30.14 ... - 1 ❑ 16'6" 1 Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12' Primary Load Group-Residential;-Living Areas(psf):20.0 Live at 100%duration, 10.0.Dead Vertical Loads: r Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 360.0 120.0 0 To 16 6" Adds To t=12 µ -SUPPORTS: Input Searing ertical Reactions(Ibs) _ Detail Other Width Le th Live/Dead/Uplift/Total . 1 Stud wall 3.bo" 4.74" 4950/'2108/0 17058 Al: Blocking 1'Ply 1 3/4".x 16".1.9E Microllam®LVL 2 Stud wall. 3.00" 4950/2108/0/7058 Al: Blocking 1 Ply 1 3/4"x 16"1.9E Microllam®LVL -See iLevelS Specifier's/Builder's.Guide for detail(s):Al: Blocking Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS; v i, Maximum Design Control Result Location Shear(lbs) 6951 -5703 12236 Passed(47%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 28237 28237 35781-= Passed'(79%) MID Span 1 under Snow loading Live Load Defl(in) 0.458 0.406 Failed(U426) MID Span 1 under Snow loading Totali Load Defl(in) - 0.652 0.81.3 Passed.(U299). MID Span 1 under Snow loading Deflection Criteria:STANDARD(LL:U480,TL:U240)•. -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'o/c unless.detailed otherwise. Proper attachment arc osa;- • , bracing is required to achieve member stability. ` -ADDITIONAL NOTES: -IMPORTANT! The analysis presented.is output from software developed by iLevel®. iLevel®warrants the-sizing of its proc�.cZs be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product appi�cat,cn rnp,; ce,.;_n loads,and stated dimensions hale been provided by the software user.-This output has not been reviewed by an iLevelS Associate. " -Not all products are readily available. Check with your supplier or iLevelS technical representative.for product availability: G -THIS ANALYSIS FOR iLevelS PRODUCTS ONLY! ' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building•Code IBC analyzing the.iLevelS Distribution product listed above -Note:See iLevelS Specifier's/Builder's Guide for multiple ply.connection 4j• CUDILO �. No. 347i4 PROJECT INFORMATION: - OPERATOR INFORMATION: STRUCTUf=.A for Michele Cudilo - - 9< 4 WILLIAMS Michele Cudilo, P.E. Y - 10 BAY VIEW TERRACE,CENTERVILLE 123 Cottonwood Lane a '� Centerville, MA 02632-1979 '� % -Phone 5087717601 I Fax : 5087717163 mcudilo@comcast.net ` j / Z/�:%e Mo_-o.la 2007 by iLevel , Federal Way, ev l - - - /�• � A //�) .. oro-lamp is a e9 s[ereo trademark of iLeve l.c_ C:\?rog ram Files\Tres Joist\Job Files\2009-williamsGARBm.sms �,A�"r /ry ' I /�� _ M L - E GARAGEjst 16 TJI® 230 @ 16" o/c TJ-Beam®6.30 Serial Number:7005107030 User:2 8/12/2009 9:13:07 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6-30.14 - -. CONTROLS FOR THE APPLICATION AND LOADS LISTED d 24' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):20.0 Live at 100%duration, 10.0 Dead • SUPPORTS: Input Bearing 'Vertical Reactions(Ibs) Detail Other Y Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 320/160/0/480 Al: Blocking_ 1 Ply 16"TJI®230 2 Stud wall 3.50" 3,50" 320/160/0/480 Al: Blocking 11 Ply 16"TJI0 230 - -See iLevel®Specifier's/Builder's Guide for detail(s):Al: Blocking DESIGN CONTROLS: fi Maximum Design Control Result Location ` Shear(Ibs) 472 -468 2190 Passed.(21%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 472 472 1460 Passed(32%) Bearing 2 under Floor loading. Moment(Ft-Lbs) 2781 2781 5440 Passed(51%) MID Span 1 under Floor loading - Live Load Defl(in) 0.273 0.590 Passed(U999+) MID Span 1 under Floor loading . Total Load Defl(in) 0.409 1.179 Passed(U692) MID Span 1 under Floor loading TJPro 31 30 Passed Span 1 , -Deflection Criteria: STANDAR DILL:U480,TL:L/240): _ -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. , -Bracing(Lu):All compression edges(top and bottom)must be braced at 4' 1 V o/c unless detailed otherwise.-.Proper attachment and positioning of - lateral bracing is required to achieve member stability. : TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&'NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None,Strapping 1 x4 Flat. 'A structural analysis of the deck has not been performed by the program. Comparison Value: 1.7 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 specific 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.. -Allowable Stress Design methodology was used for Building Code IBC analyzing.the iLevel®Distribution product listed above. -Live load on portion of joist area is very low. PROJECT INFORMATION: OPERATOR INFORMATION:' I for _ Michele Cudilo ` 0,W " ' WILLIAMS 1" Michele Cudilo, P.E. s( � n -i x 10 BAY VIEW TERRACE,CENTERVILLE e L)l �'° , 123 Cottonwood Lane i ' \ST, T�s { Centerville, MA 02632-1979 Phone:5087717601 Fax .5087717163 mcudilo@comcast.net -oovrignt J 2007 by .Level.?, Federal Way, WA. a-A Ti-Beams are registered trademarks of ilevel^O. e-i-Joisr',?ro- and Ti-?rol are trademarks of iLevelS). �^ / •?/�� \'rrcgrate Fries\-rus Joist\Job Files\2009-WilliamsGARBID.sms Form No. TT-1006 Page 3 of 3 April 2007 Figure 1. Construction details for APA portal-frame design with holddowns .� .. .. .,._ .. w, CXTCNT OF I ICAOCR • DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF.HEADER SHEATHING FILLER +I — A, j� SINGLE'PORTAL FRAME(ONg BRACED WALL.PANEL) - IF NEEDED �._.- I I y ,g I MIN.3-X 11 26' NET HEADER A _ d • ti , --t } --- T TO 18' 1607000 LB TYPICAL PORTAL FASTEN TOP PLATE TO HEADER WITH TWO 1000 FRAME HEADER •, SINKERS ROWS OF 160 SINKER NAILS AT 3"O.C.TYP. STRAP(REF. CONSTRUCT STRAP I IN 2 ROWS 0 NO.LSTA24) i '7 O.C.. i (REF'NO j 1000 LB STRAP OPPOSITE SHEATHING 1 i l �� i j• FOR A PANEL SPLICE ( i LSTA24) FASTEN SHEATHING TO HEADER WITH 80 COMMON OR (IF NEEDED).PANEL { }' GALVANIZED BOX NAILS IN 3. GRID PATTERN AS SHOWN AND `I EDGES SHALL BE } MIN.2X4 MAX I 3-O.C.IN ALL FRAMING(STUDS,BLOCKING.AND SILLS)TYP. I i l BLOCKED,AND OCCUR FRAMING i 3 i I WITHIN 24"OF MID- TYR HEIGHT. ( _ / / FOR BRA CING:MIN.WIDTH=167FOR ONE STORY HEIGHT ONE ROW OF O . MIN.WIDTH=24-FOR USE IN THE FIRST OF TW i-' , I TYP.SHEATHING TO STORIES.FOR ENGINEERED USE SEE TABLE 3. I i :fi FRAMING NAILING IS 1 4200 La tl f'► { REQUIRED. TIE ------_'MIN.(2)2X4 / `` i IF 2X4 BLOCKING IS DO WN MIN. 2 2X4 I I I .. 3W MIN.THICKNESS WOOD I USED,THE2X45 MUST'' OEVI( I ! - STRUCTURAL PANEL SHEATHING j BE NAILED TOGETHER WITH'3 16D SINKERS.' STH014) MIN'4200 LB STRAP TYPE TIE-DOWN DEVICE(EMBEDDED I INTO CONCRETE AND NAILED 1 ING).INSTALLED ' � MIN.1000 LB I P R MAN F CTURE EF O STH_D14.) i . {MIN.2 XZ-X3l16"PLATE WASHER)(p� t - N0.STI100) -`y T TIE DOWN _ TH r MIN.EMBEDMENT � DEVICE ' ONE 5/8' 'ANCHOR BOLT WITH l - + - • i �.� FOUNDATION PER CODE SECTION A=A -` FRONT ELEYATION ,$jDE ELEVATION 0 2007 APA- The Engineered;Wood Association 780 CMR:� STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES +.. t ujz c ¢�Cy t t zQ + t t + t Cu i ¢ w FRAMING MEMBERS +L++ ..EDGE RJTERMEDIATE t , + 31 MIN. + + I STAGGERED 3■MIN. - NAIL PATTERN z � PANEL PANEL EDGE N DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing t for Panel Attachment I 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition • 1057 780 CMR: STATE BO+ RD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE . s b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels•shall be installed with strength axis parallel to studs.,.. ii--All horizontal joints shall occur over and be nailed to framing. iii.'On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top . plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. - v. Horizontal nail spacing at double top plates,band Joists, and'girders shall be a double row of 8d , ... staggered at 3 inches on center per figures below°:Vertical and Horizontal Nailing for Panel Attachment • WHEN THIS EDGE RESM ON FRAMING USE Bd NAILS AT 6'o a. - - 1y F 1" II • 11 N °11 + .11I,Q 11 11..E II dLU 11 1 11 11 "I. - II 11 11 W li-W - o. II 11 ` I 11 11 11 •: 1 1 � yl 11� 11 I, v a 1 11 `` _ II • _ .'DOUBLEEDGE 7 - NAlL SPACWGw`I t PANEL See Detail on Next Page Vertical and Horizontal Nailing _ for Panel Attachment 1056 780 CMR-Seventh Edition 12/28/07 (Effective I/1/08) 0 .v v m-O �i X j Board of Building Regulatiofis and Stan r- ! dards m g ! HOME IMPROVEMENT to Do m ,, Re N `, r �L X PE' gistsY n 02227 < ,. s Exp tIon 7 1/2010 a m . a �. Tr# ' 271106 IT Kil i P� m ? o n O it7 r DOUGLAS L. WIL", CIiSTOM BUILDING a � ° b Douglas Williams—, f - 3 �� 222 PINE. ST . f ee W y CENT ... .. � m ERV(LLE, MA 02632 r , Administrator g � m , i REScheck Software Version`4.2.0 Compliance Certificate t Project Title: B9undy ETfergy Code: 2MIECC 1_�tlbri: $amsta�le,liilassactivae� - . Constnxbon Type: Single Farni1y . Prod Type: Alteration Nearing Degree Days: 6137 ate Zone; Gtmsbudltm Site: GwwYAgent: 70 Bay View Terrace 171T Uam Boundy Douglas lNilliarns CA%i*w+Ae,MA 02632 90 Bay View Te"M ' DA.Wrifianis 8 iitg G©. 3 2ti 2 Cen%Nft MA 02532 Y U : treftrg T Cathe"CeMq 00 aft) gBg W.t1 Camig 2:Flat P- ttr-Sds -Truss 1:Vftod fram-.Do tale Pane wM L -r: i8 -0 VM I:WWd fume;W ox. 4D8 22 D 14 vav t wood f atneMout le lane W#h LOW-€ 1-30 0.330 43 Dow 1;Glass 24 lf. 11 Bazemmt Wail 1;So#d C=6,ate or Masaffly B Ub 40 vM tot 7.5' Depth#32iovv ode:7_t) lr strlatlen&plh:ll:tl Row i s AN WoW Joistffmss Ovu L4t=W4tianed Spam 9:wed�Air 96.7 AFi3E .. ' "cmziittor 9:lyric Central Air 93 SEER beta ef�artae `iPragn3tn f lesN,`me k)RE&he"aundy Z1 UnhNW mk res check Mmk ftge I V 1, Y '' Lot 39 a Lot 40 ryCudder _ 16a.2a, ftch CB/DH , ^ — (Foo) Frost .'Ord _ 0 • t w > ot t0� 1 � 3 .5' BIDH Lawn '(Fnd) "deter a � 'Z U. ST Gora e . g I , V _ 1- Lawn 9t 1 Covered 46.1' patio clst d I Bulkhead • , . O ' TO 1—'112 Sty 1 w%f 'Dwelling ^ a, ,Lown Lawn 48.9' LEGEND I - • BID 3 • Der -- - ,_� ti . . 39.54 L�P♦ Lawr I / a��on - "F .• 'u;� Septic System \\ Old - - (By BOH card) \\ Cover i er. Jfttt. tbock o H dren c — y 9 5.6-- . 4' O Wo;er .= N 8539'39' J t — ,nw— Qverecc vu v Akre Lot 13 A/F o I/n, * Patricia Mai,a`, 11TT F 1 Sf1Eei 'tie: 9 IExisting Conditions P/anr' : V pe" , o, At 10 Bay Vi'w,Terrace Os .'Yiii• Barnstable en tervill e) ' Miss. )-..0 s SDAT MOKE DETECTORS REVIEWED y.ay ATE Fc, p. -4�MEPlT, DATE 8 TH s, NATUPEa APE.REOUIPED FOR.PERMITTING 2tid floor plan existing Ate ,rncnnditpne•d space - Doug Williams.Building ;:.o. Build wall here,imidale for . ACpWedionwith.dowr BOX 1069 CID h*d hfiredsrroke Centerville new both fkturo$aW,of#stor '`" o'— --�00 repair) �m-•'j Massachusetts 02632 newc4lpet Aft#c for Mr. &Mrs Boundy ' NoW H.VAG 9 pd8ce AC beat ha¢�e 10 Bay View Terrace Centerville, Mass. aura _,12 - e�" e �: a�—*---sue•--�a, �. AFtic, Remove chimney_. - a bath existing lb space V C� Existing plan , Existing Master Bed Q � Bulkhead -t"3e \•� 6'-0—fi1 11.. �3'-Dr 44 Trl existing garage k--.r.11-4 ' o i . ,.� E , ----- ® C kitchen Q. 1 x: a 1T-10'— .. .. ., q - ® rr--- ..... 9.11- '1'-A. y _ '� fafi• J i"` ' N s'-r rs•.' 4zz hiving room Dine Room �+ + ��q-, r r-a e-e• e:e•�--t ii�--e• 't t' et .1 Doug Williams Custom.Building Box 1069, Centerville,Mass 10 Bay View Terrace, Centerville for Mr &Mrs Boundy ! !\XS All exterior walls to have 12"plywood nailed 3"with#8 ring ti H m New plan Doug Williams Custom Building Co, nails Box 1069,Centervile,Mass and air infiltration banior we wood ————l k 10 Bay View Terrace,Centerville shingles 4 ` Mr&Mrs Boundy on sidewalls 5"hv typ + 8;; t All doors and windows we replaced with Anderson 2x4 shldds 161O.C. Spruce i; ® Opp series with Awk Trim All new windows to have wind braced exterior walls t; \ $ 5/8 Plywood covers numbered with#10 screws/washers 2(t� anchor bolts W galvanized xl0" i new garage ( to meet wind regulations and stored m site. spaced per code. I All new sills to be pressure treated. —_— At ro e-r +4'-+" `� `""'"°"'""a'"wz "I. ••• H - r•rt ..remove outside roof over patio at C/D _ 2 ' new foundation and enclose A y w4� extend oust to new wall and all first floor hardwood white oak j 21/4 strip stained..bath the floors ���� $ ' ( frame new roof cut amass under Existing Master Bed b y 8"sauna ootin 2x6 Pr joist bolted and flashed to house both front and rear of bmezway - no rails.step to grade �� 4: - .. aa�Ikvl- • f Move master bed door '• a y r- this area ss rew_ doors to closets.to be pocket doorsextensiorr •ry reverse louvered doors - § e&fing garage .,:z .,_ ==a-- -"_t, s 4•a�mac: - p ® ® -® y t-� +4 za• Re-an interior of bath . New kfichenigou fya; m .. _ �5 ®New ® � , � � m �----r-Ex ---- isting garage is to be family room x r: family room _ ® � _ a�,' « r s. re• ,aa,--r k a install 2xlo Prjoistl6"oc...seal concrete floor and apply robber membrane - and insulate with R-19IQ'_.match skylights here n,istin floors for height&support joist <i e'-r rs' z'-o^*-----13's" —4=r �•-0's�•a" ' 8 PPo ® ® "_ w les tw with centers off concrete < ----- ---'-- New Rite cedar riorg 5 ,.... ,..... `� W floor with P&.blocks where needed i � s air infiltration,barrlor to code on z-r rt:i Living room 4'zi Amterier window seat here/ New 12 tempered windows t. 9' +4•4+ t remoapgl,00kd'fp he sv' 'za• zs• ••-,o' = diner •� Remove wall C and install header �S•,y�-p,j per engineered document Y `r - sr s•,r •a• +e• 4 New skylights at E Remove chinmey from furnace at F . - Replace front stoop . with brick k flash to house el:24.86 _ - m D.L.Williams Custom Building Co. 2! - - Box 1069, Centerville 3 4' Massachusetts 02632 508-775-1500, f � ` Foundation plan for 10 Bay View Terrace Centerville Mass for Boundy 7-15-09 el.o.8fip i b .. {. 4 r4a rss GvT Hoc�S 4 M7 Ay ♦ 4.1 h `N R.Akhead a10 lo U " coverd porch with concrete slab ` 5. 12 A 10"foundation an footings v .../ T•.11 - - 2.B' kitchen /L 1 - I Doug Williams Custom Building 0. Box 1069, Centerville, Mass 10 Bay View Terrace, Centerville for Mr & Mrs Boundy Foundation Section: Not to scale 8" concrete on 12 x 16" footings foundation keyed fasteners to code Concrete wall -_ 2500# psi - formed in.place Foundation section for 10 Bay View Terrace Mr. & Mrs.. Boundy , Footing Doug Williams Custom Building Co. 508-775 1500 . o my Bulkhead a ' coverd porch with concrete slab 1z u a- e - i 10."foundati6n on footings ra• a kitchen / J 15, Ao i Doug Williams Custom Building :o. Box 1069, Centerville, Mass 10 Bay View Terrace, Centerville for Mr & Mrs Boundy / 1 r e Wt - 2 G �""y� �.4.61eS►�s.Q��� l�Ecro�z I S PA nr rstnrr o \isz .. SPOT/Oh1 1 I \ (LO" D-Cl 'g�-Jz r ►dL'� / �i � � _�C��_��f,Jr.,-- 3 S to SAAN 13-11 — — — — — �� NP 24,1 14- pexove- Wall 10 mil I �Ne,,,,aa�dwo�� TI�rtu9l.-I� 1, N}omdsr�aJ _ Crr i dEA o l ro"Cr evoke X&'l�t a IZeu r�. fir? a Y�^7 e�✓ L-r "' 1-5-0 12,0 N Asph��, 1x6 Ib %L W ® h ' C:Sv,. r exr,-r. c s Pd BCALO !�/' APPROVED BY DRAWN BY J DATE d i j3-y I --Doj� will 1:.vils L.o STiJ..t !L✓1! 1�1N —DR_AJWINO NUMBER F P Town of Barnstable O„ BARNSTABLE ' .Regulatory Services ices Y MASS. g. t639. N0 Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 69 Inspection Correction Notice Type of Inspection &)S Location A4j 1/<e&-) 0)re- Permit Number '��0 Owner Builder Do - One notice to remain on job site, one notice on file in Building Department. �Th following items need correcting: I P P k7T S /lit .fie. Gitted z ` ( r e G I y I, VV 0 �� Ii�KQ�10 c AV . _019k/ Wz V > Please call: 508-862-40M-fo�rAAre-ins ectiioo�n. Inspected by-` ' _.,Date l�/� C( a / circle (F3nd) R, r BayWO X ° E dde 5'63p.5p^W �� Sou _ pLblic 5o Wide ce/DH 164.24 (Fnd) Parcel Area: CD 28,118tSF � Lot 70 ^` 30.9' CD v New Concrete (Fnd)H Foundation 10� %K1 �ry o � 3 3 / ASSESSORS REF.: 2 N io CY n(� i 55.3' 1 N ro ( Map 187 Parcels 009 y #10 1-112 Sty w/f Dwelling cod ZONE: M RD-1 �J l°°O Area (min.) 87,120 SF (RPOD) eo Fronta e (min) 20' ce/DH C8/DH Width min) 125' (Ind) �(F"d) Setbacks: Fron t 30' 2 ... Side 10' o. o ?e.s' i Rear 10' �. W Lot 16 o o FLOOD ZONE: a a Zone C �n Community Panel No. 95.64' 11�J #250001 0016 D N 85 39'39" W �� July 2, 1992 Lot 13 PatricNIF io J.OV011,Tr. OVERLAY DISTRICT: AP — Aquifer Protection District OF � 1 certify that the foundation o� �y shown hereon conforms to RICHARD o R. ' the setback requirements of LHEURIIX the Zoning Bylaws of the PLOT PLAN (134312 town of Barnstable. At 10 Bay View Terrace F S' BARNSTABLE, q a9 a�>o Profess) nd Surveyor Date (Centerville) NOTES: MASS, DATE: 091OCT109 SCALE: 1"=40' 1.) The structures shown were located on the ground 0 10 20 30 40 60 80 FEET by conventional survey methods on 09/OCT/09. PREPARED FOR: 2.) The property line information shown hereon was WilliamB. Boundy compiled from available record information. 10 Bay View Terrace 3.) This plan is not for recording and is n:ot to be Centerville, MassCapeSurv used for construction layout or deed description PREPARED BY: purposes. 7 Parker Road Osterville MA 02655 DWG #: C578_1 gl FIELD BY: RRL/MLL (508) 420-3994 / 420-3995fax *Permit#�"� `" �� sFgw� Town,®f �ar�stab�e- E.rpires 6 months from issue date o�� '� Fee ERMIT Regulatory Services t3 AxN5rABLE.'• %es. Thomas F. Geiler, Director lFo � 009Building Division TOWN OF SARNSTASLE Tom Perry,CBO, Building Commissioner 200 Main Street, Hyannis, MA 02601 7)2 ')09 www.to'wn.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 EXPRESS PERMIT APPLICATION RESIDENTIAL ONLY ' Not Valid without Red X-Press Imprint Map/parcel Number Property Address I '� ❑ Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name & Address Telephone Nu Contractor's Name Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance'Certificate must be on file. Permit Req st(check box) Re-roof(stripping old shingles) All co nstruction-debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows..U-Value (maximum .44) *Where required: Issuance of this permit does not exempt complia nce with other town department regulations,i.e.Historic,Conservation,etc. ***Note:'- Property Owner must pin Property Owner Letter of ermission;: mpr e c t se& Cons Supervt§ors License is required: SIGNATURE: Q:\W PFILES\FORMS\Express\EXPRESSPERMIT.DOC Revise060409 - r pF1NE t Town of Barnstable ti 0 Regulatory Services BARNr y MSS. Thomas F.Geiler,Director lFo + Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR owner of property located at hereby certify that is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit Z, issued on Z5 20(P'-i-. I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. kPROER Y OWNS DA E q/forms/newcontr T reference R-5 780 CMR rev:080102 Town of Barnstable tl•E Regulatory Services - s.xtttvs-rasr.e, = Thomas F. Geiler,Director tdwss Building Division PrED A Tom Perry,Building Commissioner 200 Mairi=Stree —H is-MA 02601 _ .-.... _... ... ... _. . . _._....... w".town.b arnstable-ma.us Office: S08-862-4038 Fax: S08-790-6230 HOM OV NER LICENSE EXEMPTION Please Print DATE 70B`i�oCAT10TI:J tev /emce number street lage HOMEOWNER --!mil r�j Ypyll namc home phone work phone# CURRENT=MAILING ADDRESS: IAI 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 HOMEONWER Persons)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-be/she erstands the Town of Barnstable•Building Department minim inspection proced d re uirements d that he/she will comply with said procedures and re merits Si �of.Homeowncrf��c°^a 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 parson(s)for hire to do such work,that such Homeowner shall sa 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 awarcncss often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our$oard 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 award of bis/hcr rrspons�bi7itia,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 caret amend and adopt such a forr /certification.for use in your community. ter Town of Barnstable ti Regulatory Services 6,BARNST LF- Thomas F. Geiler,Director a'm Building Division 0 Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4039 Fax: 509-790-6230 ti Property,, Owner Must Complete'and Sign This'Section If Us in -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) Signature of Owner Date Print Name If Property Owner is applying for permit plea _ ete_ e Homeowners License Exemption Form o r reverse-side " The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations + d 600 Washington Street Boston, MA 02111 6�•'� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): / /,r (J r^ ,Ad8fess.:---r Ct Ps City/S-fate/Zip: iry/ �' 39— /� y� g Are you an employer? Check the appropriate bog: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and 1 6. ❑New construction employees(full and/or part-tim.e).* have hired the sub-contractors .2.[] I am a sole proprietor or partner listed on the attached sheet. T. 0 Remodeling ship and have no employees These sub-contractors have g• Q Demolition workingfor me in an capacity. employees and have workers' Y P h' $ 9. ❑Building addition [No workers' comp.insurance comp. insurance. qutred.] 5:® We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11. Plum in re airs or additions 3. - 'I as hmeowner doing'di work ❑ g, P .— ��..r--�, right of exemption per MGL myself. [No-workers comp. 12-[T- oof-repairs-•-^- 1 insuranc e required.].t ,�r �= c. 152, §1(4), and we have no ire . employees. [No workers' 13.[]Other comp.insurance required.] J. *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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investii4ationstof the DIA for insurance coverage verifi ation. I do hereby ti- -u er;th ns n al es of erjury that the informat i provided above is true.,and correct. I� ��- �-�Si Date: Phone#: ` Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other ` Contact Person: __ Phone#: Information a:nd. 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 tiustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building�appurtenant thereto shall not because of such'employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agen y shall withhold the issuance or renewal of-a-liceridor permit tojoperate 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-contraetor(s)name(s),.address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pem-iit 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 of permit to burn leaves etc.)said person is NOT required to complete this affidavit. ons an uesti , The office of Investigations wo>>>d like to-thank you in advance for your cooperation and should you have y q 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 InvestigatianS- 600 Washington Street Boston, MA 02111 Tel. #617-7227-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia �n+e tq own of Barnstable -*Permit# Q Expires 6 mo hs from issue date Regulatory Services Fee I , o.p Rnxwsrnst.e. * Thomas F.Geiler,Director 94� .•� Building Division ak � dl* ArED MA'1 A Tom.Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY - Not Valid without Red X-Press Imprint Map/parcel Number 195 Property Address _ _10 J9aU�jietA) T-erraCp" aft+lllle . MA 021,32 [+Residential Value of Work 4,40,000 do Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 2(o &XS,Run . til an SeuaAe . Contractor's Name ZI SMAq & 'bQyeJ%Men+ Telephone Number Home Improvement Contractor License#(if applicable) ❑Workman's Compensation Insurance 6C See- o^l#aAe X.PRESS PERMIT Check one: ❑ I am a sole proprietor DEC 2 8 2007 ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance 1'OV1fN OF BARNSTABLE Insurance Company Name Workman's Comp. Policy# Copy of Insurance Compliance Certificate must be on file. 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) FalRe-side [✓]Replacement Windows/doors/sliders. U-Value .32 (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. k"Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is rcilu .fired.RMS I 1_0 SIGNATURE: Q:Forms:buildingpermits/express Revisel12807 Ct ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111' wl•vw.mass.gov/dia ' Workers'Compensation Insurance Affiddvit: Builders/Contractors/Eleetridans/Plumbers Applicant Information r Please Print Legibly Name(Business/organization/Individual): 'gg �QakK� d4iFSC9ItY121 t�TA Mdress: P O BOX 21 City/State/Zip:— 3arnShA6l- , MA Phone.#: -n4- I- 13 5`7 Are you an employer? Check the appropriate b ;Type of project(required:. L❑ I am a employer with 4. [ 1 am a general coutrat;tor and I 6. ❑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. [• f�emodeling • ship and have no employees These sub-contractors have g, []Demolitions '*orldn for me in an capacity. employees and have workers' g Y P tY 9.. ❑Bu>7dmg addition [No workers' comp.insurance comp.ine»ranpe# required.] 5. ❑ we are a corporation and its 10.0 Electrical repairs or additions 3.❑ I ant a homeowner doing ill-work . officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right bf exemption per MGL 12.❑Roof repairs f c. 152, §1(4),and we have no insurance,reed •. ] employees. [No workers' 13.[J Other comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit 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,theymust provide their workers'comp,policy number. I ant 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: �O alU1¢.� T2trc1C�, City/State/Zip•W�Te1-Vt��e, M 02 32 Attach a copy of the workers'-compensation policy declaration page-(showing the policy number and expiration date). Failwe,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of _ Investigations of the DIA for insurance coverage verification -- I do hereby certify and thepains•andpenalties ofperjury that the information provided above is true and correct. Si tore: Date; Z Z$ Gt 7 Phone P --994 7 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): J.Board of Health 2,Building Department 3.City/Town Clerk 4.Electrical Inspector 5,Plumbing Inspector 6.Other Contact Person: Phone#: oFjHEra,, Town of Barnstable •, " Regulatory Services 9eMMMAS&STABLK " Thomas F.Geiler,Director i639. �0 rFo,,,o+A 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 Complete and Sign This Section If Using A Builder L i l liaM '$oy ndu ,as Owner of the subject property hereby authorize a1!61 Z- DQI,�pj!e�prroll� to act on my behalf; in all matters relative to work authorized by this building permit application for to a ieWTe-t face , C i Ile P91 o2f�32 . Address of Job) 12 .2? 01 - Signature of Owner Date 1�Ii111am �oun�u ��r_ . Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERM ISSION F i Town of Barnstable IHE Tp�� Regulatory Services BARNSTABM = Thomas F.Geiler,Director MASS. 9q, 1 � Building Division ArfD ,�s Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 0ffice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# 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 he/she will comply with said procedures and requirements. Signature of Homeowner 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:forrns:homeexempt �I�ea[tj �� j�-'ent, Inc. Re: 10 Bayview Terrace Centerjille, MA List of Subcontractors, each of whom carry appropriate Worker's Comp. Insurance: • D&S Construction(Aaron Strom); 508-648-4355 • CMD Construction(Chris Dougherty); 508-274-9261 Post Office Box 21 • West Barnstable, MA 02668 • Ph: 508.833.6189 0 Fx: 508.771.3496 • www.bdcapecod.com RightFax HI 3 7/27/2007 6;: 36:.56„AM., ,-PAGE.;.003/003 Fax Server ACORD CERTIFICATE OP INSURANCE �E DATE(MMIDDIYY) 07 27-07 c PRODUCER. THIS'CERTIFICATE..IS ISSUED AS A.MATTER OF INFORMATION ONLY-AND-CONFERS-NO RIGHTS UPON THE CERTIFICATE PAUL PETERS AGENCY INC., HOLDER.;THIS CERTIFICATE`DOES.NOT AMEND-;EXTENDbR' .' I 680 FALMOUTH ROAD " ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. " PO.BOX 1290 COMPANIES AFFORDING COVERAGE' i,.. MASHPEE,MA 02649 _ _ .0 OMPANY _28L3R . RICAN ZURICH INSURANCE,C6W..ANY INSURED STROM AARON M . `COMPANY P O BOX 2703. C MASHPEE,MA-02649 COMPANY. :_ - D ,; .` COVERAGE THIS IS TO CERTIFY THATTHE POLICIES OF tNSURANCELSTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD.INDICATED,NOTWITHSTANDING - ANYREOUIREMENT,TERM-OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH.THIS CERTIFICATE MAY BE-ISSUED OR MAY PERTAIN. THE INSURANCE' AFFORDED:BY'THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES..LIMITS SHOWNWAY.HAVE BEEN REDUCED BY - PAID CLAIMS.. CO' POLICY EFF POLICY EXP LTR TYPE OF INSURANCE - POLICY NUMBER , DATE(MMMD%YY) DATE(MM1DD\YY) LIMITS GENERAL LIABILITY-. GENERAL AGGREGATE. $ COMMERCIAL.GENERALLIABILITY PRODUCTS-COMP/OPAGG.' S.' CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY . $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one'fire) $,,. MED.EXPENSE(Anyone person) S AUTOMOBILE LIABILITY ANY.AUTO COMBINED SINGLE LIMIT $' ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $' NON-OWNED AUTOS GARAGE LIABILITY ANYAU70S AUTO ONLY='EAACCIDENT. $ EACH,ACCIDENT AGREGATE $ . EXCESS LIABILITY . UMBRELLA FORM. EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION:AND' A EMPOLYER'S.LIABILITY UB-9917A463-07 05-13-07 05-13-08 STATUTORYLIMITS X THE PROPRIETOR/ EACH.ACCIDENT. $ .100,000 PARTNERS/EXECUTIVE. 1NCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: X EXCL DISEASE-EACH EMPLOYEE $ 100;000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONS!SPECIAL ITEMS : THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR STROM AARON M,,._.. . CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF MASHPEE- - EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 , DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT - FAILURETOMAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY, 16 GREAT NECKRD KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, MASHPEE,MA 02649 AUTHORIZED REPRESENTATIVE W A Bolinder ACORD 25.5(3193) 08-07-07 02:59pm From-AIG +973 .331 8599 T-998. 0 00.1/002 . F-231.. :_ ATE- 0'F: INSURANCE . srs 1zao7 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION �w,,_.._ONLY AND,CONFERS.N.O.RIGHTS:UPO.N._THE-C.ERTIFI.CATE— Paul Peters.Agency Inc HOLDER-THIS CERTIFICATE DOES NOT=.AMEND,-EXTEND OR 660 Falmouth Rd +=-' ALTER THE COVERAGE'AFFORDED BY THE POLICIES.BELOW _ Mash oee,MA 02648 - COMPANIES AFFORDING INSURANCE COMPANY A GRANITE STATE INSURANCE COMPANY INSURED Christopher Dougherty DBA CMD Construction PO Box 70 East Sandwich,MA 02537 COVERAGES THIS IS TO CERTIFY THAT THE PCUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT V111THSTANDING ANY.REQUIREMENT,TERM OR CONDITION.OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAINJHE INSURANCE AFFORDED THE POLICIES DESCRIBED HEREIN-IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE POLICY EXPIRATION DATE A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY LIMITS @ PROPRIETOR/ i OFFICERS ARE: NCL 0 EXCI.V, 04470494 0494 7/13/2007 7/13/2008 STATUTORY LIMITS OTHER oM98 APPNea to MA OPUBMIS Ofdy. EACH ACCIDENT $ 1 OO,000 --- — — — ISEASE.r+000YLIMrr $ 50Q100 DISEASE-EACH EMPLOYEE $.1OO 00 DESCRIPTION OF OPERATIONSIVEHICLES/SPECIAL ITEMS E: 166 HOLLIDGE RD,MARSTONS MILLS MA-THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR CHRISTOPHER DOUGHERTY, CERTIFICATE HOLDER CANCELLATION---..- . TOWN OF BARNSTABLE sm6ULO ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE:THE BUILDING DEPT EXPIRATION DATE THEREDF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 14 2OO MAIN ST DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THElEFT.BUT` - HYAN N IS,MA 02601 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY.,ITS AGENTS OR REPRESENTATIVES. . AUTHORIZED REPRESENTATIVE J i t ��i�arn rraartuse¢ Z p Board of Building Regulations and Standards I" HOME IMPROVEMENT CONTRACTOR Registration• 9,52407 Expirat on 8/24/2008 � Typen§ate Corporation , B&D REALTY DEVELOI?MENT I'NC v ,v KEVIN BOYAR ti ! 1050 MAIN ST. �`� j a' - WESTBARNSTABLE,MA02668 Deraty Ad min►strateFe ' � • 1C i � �fze �arr�rna�uaea� o�✓�aaaac�ivarl7a i ; - -loard of Buildiug:Regulatious and Standards Constructi.on:SuperviSor License t ` II � �( Lice�es -CS 76332 ¢ . Birthtlat?�'''8L51:960 r E �x 2009 Tr# 4218 i Am NEE :p p KEVIN BOYAR � tr PO BOX 716 W BARNSTABLE,MA 02668- �� Eoinmissioner