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0077 SACHEM DRIVE
4 9 r 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued lipConservation Division s'Application Fee Planning Dept. LL` Permit Fee " Date Definitive Plan,Approved by Planning Board ,{ - Historic - OKH Preservation / Hyannis Project Street Address � c�r, Village <20 f2 Owner �e2_Jb .G;1 z Cn\", :.1 Address Telephone Permit Request 1 17 Square feet: 1st floor: existingk'l Lproposed V50 2nd floor: existing proposed^, Total new �`'�L Zoning District Flood Plain Groundwater Overlay Project Valuation by u� Construction Type J 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: AlFull ❑ Crawl' ❑Walkout ❑Other Z Basement Finished Area(sq.ft.) 0, Basement Unfinished Area (sq.ft) r Number of Baths: Full: existing 2— new � Half: existing new Number of Bedrooms: 1 existing L)new Total Room Count (not including baths): existing 6 new First Floor Room Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑ Other Central Air: ❑Yes ;lo Fireplaces: Existing 1 New Q Existing wood/coal stove: ❑Yes �&No Detached garage:Aexisting ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ r Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: .- --; , Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ='sµ Commercial ❑Yes ❑ No If yes, site plan review# " y - - - :- Current Use Proposed-Use - = C40 c�..r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name K 1_:,- LN Telephone Number Address License # Home Improvement Contractor# a Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO c- _ C''_A i cs_ SIGNATURE 1 DATE C� fi FOR OFFICIAL USE ONLY ,APPLICATION# DATE ISSUED MAP%PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: `$ FOUNDATION FRAME I� INSULATION 717J10 ® - � e FIREPLACE ELECTRICAL: ROUGH FINAL = A PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED.OUT > ASSOCIATION PLAN NO. INERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY-DETACHED RESIDENTIAL CONSTRUCTION. (780 CMR 61.00) Applicant Name: - Site Address: print Town: Applicant Phone: Applicant Signature: Date of Application: 1 } NEW CONSTRUCTION: choose ONE of the following two o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT-CRITERIA,FOR NEW ONE AND TWO-FAMILYBUILDINGS MAXIMUMMINIMUM , Ceiling or j r Slab Basement ❑ option 1 Fenestration• exposed '' Wall ' Floor Wall 4 Perimeter. AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy R-10; Conservation Act.(NAECA)of . .35 . , 'R-38 R-19 R-19 R-10, 4 ft. ' 1987 as amended;minimums or reater as applicable ` Note: This form is not required if you choose either of the two versions of RES check as listed below. REScheck Version 4.1.2 or later variant software analysis must be completed ❑ Option 2: . . (780 CMR 6107.3.2 REScheck--Web which can be accessed at http•//www ener yco des,goyhescheckJ ADDITIONS OR ALTERATIONS,TO EXISTING BUILDINGS OVER.5 YE ARS.OLD* *Buildings under 5 years old must use,option#1 or 42 in New Construction section above. Complete the following formula to determine the %p of glazing: , (a) Gross Wall & Ceiling Area equ4ls Formula: (100 x b = a) 'Ze-_0 SF 100 x "1C�C7= 1 % of glazing b a (b) Glazing area equals ,,Lkl� SF If glazing is< 40% use the chart below, If lazing is > 40.% roceed to "SUNROOM'' section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE•COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS q MINIMUM ' MAXIMUM Slab Perimeter r Ceiling and ,,, Fenestration - V�all Floor Basement'Wall R-Value Exposed floors R-Value R-value., R-=Value U-factor R-Value andbe th' .39 R-37 a R 13 . s R-19 R-10� R-10, 4 feet a R-30 ceiling insulation may,be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(Le'.not corn resse'd over exterior walls,'and including any access'o enin s).' - SUNROOM ilding/d An addition or alteration to an existing buwelling unit where the total gl azing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out-ConsumerWorination Form (found in•Appmdix 120.P) e 0£10212010 2 2:4 1 Michele Cudilo, PE NO.258 04 ��,��TES ALA (NIA .�PECIEICAT'lQ S: 1.All workmat+s ip to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. Foy she location and grading information,see Site Plan,by others, 3. Assumed net allowable soil bearing capacity,qN.3000 psf.for a medium sand'gravel composition. Other soils encountered, contact the Engineer of Record, 4. C�,gl; Minimum 28 day strength,fc-30M psi,3/4"aggregate,designed per American Concrete Institute Code.latest issue,maximum slump-4 a-) Anchor bolts A$TM A307 galvanized,min.Sib"diameter, 12"long,w/2.1 t2'hook spaced V o/c, r in concrete piers w? Simpson ABU•saies base:SPACED V oic for slab-on-grade conlMwtion 04,Garage). V`o'�• 1.AAff wo—rkmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. - Dead Loads,Actual Weight of Building Components Live Loads;$now Load -30 psf(plus drift)with applicible reduction ATTIC Storage a 20 psf Living Floor r 40 psf Sleeping Floor-30 psf Decks and Balconies 60 psf Wind Load: CMerio used for 110 MPH Exposure B 3. Crn,et M S eat_ (w required) a. A5TM AS72 Grade%shop paint with rust inhibitive paint.Thru•Bolts; ASTM A307,1/2"diameter;punched holes: 9,16"diameter, .b, AA1Sii: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders.. c. Deflection Criteria: L A60 total load deflection. 4,'aber Framing: a.Ali new timber framing:Spruco•Ptne•Fitiro.2 with Fba11000ps4 E"1,300,000 psi,or better, b.Pressure treated timber(P.T):Southern Pine with 1Fb-H300 psi,E-100,000 psi,or better. c.1aminated Veneer Lumber;All L.V.L,shall be 1.9E L..V.L.with Fb-2923 psi,E-1;900 ksi,Fv-283 psi,Fc_per 07$0 psi, Fc_►ar-3035 psi. Paratlam(?St)-.All PSL shall be min.1.9E ES with Fb-2900 psi,E-1,900 kai.Fv-28S psi,Fc_per-730 psi, Fr jw-29W psi. Note drat MWWlam end Parailam may be treed interchangeably, 1. Deflection Criteria: U480 Live Load,L/360 Total Lead 2. Optional: Provide strop drawing submittal of engineered lumber systems for approval prior to materials purehnsiRg. 5. As+mattttfbetured by Simpson Strong•Tis Co.shell be bandied and installed per manufbctura Nquirattanta with sit nail holes 6114 wilt the sine hall ere sped11144 by mfgr.or herein. a. Rafter to Ai4ga Bcasm: Simpaam LSSU4atk%or Slmp1tt SWW ova top of plywood,spaced 49"o/c; Rafter to Ridge Phu: Collar ties rain.1 x60 4r We at top or Simpson Stteps ova top of plywood spaced 48"o/c b. Bolter em4s to top;tate: Simpsoat.IH2.SA c. Bttad Doistt Slyttpaon abttpe sR 48"olc 6. Notts in woad hamiatg shall be stndard malls ire boles tudae¢aawd othe wine.Bolt holes in wood"I be 1/32"laW than belt diartseter.Bolt hoods and guts shall bar on standard malleable iron washers,or square plug washm,An nuts sisals be mtiplansd at coyrtph tiom of job, a.91%kieg shall be solid blocking,2x Kminmm.and full depth of member. b.Stud Walls:provide blocklag at 8'.-0"o/c,mh dmumt height. Comore to be blocked at 4t o!c with plywood edge mailing to this blwkng for the oral 48"of these building conies, c.NiU 6 Stabiadtde: SoIW Bloeki>~g to Bearing 2-8d toenails sa.side BwokiAg Semm stands 240d tousik ea.404 or 246d ettd•hails aw End d. NUIMbW Provids U blocking for 2 joWJrvflot bays and spaced 48"o!c in joist and railer plane at all 44 �9 plWps to this bk+aking 8 MICHELE ling Mall be In aosordwe with Appendix 120.Q,unless noted herein specifically. CUOiLO M, umpte Studs t6d l2"staggered 1d®.3471'4 y IL Ali Mills shall ba @fafit=Wife haiis. STRtlCTURAL b.Sub-bora whence Mica tend 10 split wood. 9. lfeoders loss than 4'•0".ON 2-W'.all others per MA Stara Building Code Table 5502,5(1 /)te�ea� R�t � � � i r ct r fro lrteDOP -77 -t Drown WC isle: o Drawing COW.. AS NOTED Rov. o S — ,to Non► Pr®jme! Pie.: l 06/02,'2010 22:40 Michele Cudilo, PE 110.256 01 i i T1 4� a a >t•,�m � ;�� n ueo,e, s 19i+IICHELE CUDILO, T.E. f,�U0RO0M/LAUNDRY ROOM FOOTPRINT EXPANSION Consultin 5tructurot En ineer C+ente"S' Mlaeouchv tf 83Z 1. t Drown By. MC Date: 02 115110 Drawing 77 SACHEM RD, i t.p 0 CENTERViI.LE, MA Scala: A$ NQTi<0 Rev.. File Nam®: Perkins Protect N0,!3910-26 SK- ' .06/02J2010 22e41 Michele Gudiie, PE N0.256 02 i Q A lot 4D JJjSS1 1 N� I., S , PROPOSED AUNDYRMODIFICATIONS MICHELE CUDILO, P.E. MUOROOM/LAUNDRY ROOM FOOTPRINT texPANSiOPJ Consulting Structurol Engineer -AwWo. m4mcNsaft 026M 1 77 SACHEM RD. Drawn By. MC Dots: 02 15 10 Drawing " i�� CENTERVILLE, MA Scale:I A5 N®TED Ray. 0 A 4 S File Plane: Pertains Project No.:2010-20 'a 08/02/2010 2 2:4 1 Michele Cudilo, PE H0.256 03 nay • 's 2 2 @ Ib"044- ��A a Ire"o c. C4UAI.. TI 1s> z�io Ka ti c • 2��V ew°'l"6 Oj r L t m- pr.rd 1�lSu rra � 'tee IT �� ' orey�s M1CHEL9 CUDILO �* j No.3t4774 a STRUCTURA i 1 1 � I I � 2 yc 10 �t aiD�c 2NNtt� �C ,) I � M " � ?IbVi$S L4,Trl 0<1 &e 04D Be O W 4,',-* WALL- - 2" to b US r CAI.- OPr o4AL p OPOSED MODIFICATIONS MvQRG�OM/t..4UNUl I ROOM FOOTPRINT EXPANSION MI'CHELE CTJ DIL®, P.E. Consulting Structural Engineer Cant�niUs. t�asaoehwet• D38 t 601 77 Drnv�nTBy: M= Doto: 02 15 10 Dr°awin SACHEM RD. CENTERVILI.E, MA Scvle: aA5 N TEff Rev. p (0 2 C� File Nome: Perking Prvjoct Na.:20W-25 o� °FINE T°,,, i Town, of Barnstable 'R'egulatory Services ` Thomas F: Geiler,Director 6. Building Division. - Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us Office: 508-862-4038 ,. .;m r: Fax: 508-790-6230 n Property-Owner Must Complete and Sign This Section If Using A Builder I, �U / t ''r as Owner of the subject property hereby authorize r-� `� 5; ; \ „�.��,tee to act on my behalf, in all matters relative'to work authorized by'this building permit application for. (Address of Job) Signattire of Owne nate Ile ate. I e,"I Print Name Y ' j 'If Property,Owner is applying for permit please-complete the ,,Homeowners License Eke ' tion'Fotm on the-reverse.,side. Q:FORMS:O WNERPERMIS SION Town of Barnstable T Regulatory Services x BAJNSTABLK Thomas F. Geiler,Director tKAss. i639 ��� Building Division ArED MA't 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 DATE: JOB LOCATION: �. number street, village s "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: r city/town state zip code The current exemption for"homeowners"was extended includ "owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does;fiot possess a license,'provided"that the owner acts as supervisor. DEFINITION OF OMEOWNER Person(s)who owns a parcel of land on which he/she resi,ekedes�r intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached sl`uctuNs accessory to such use and/or'farm structures. A person who constructs more than one home in a two-year perioNshall not be considered a homeowner. Such "homeowner"shall submit to the Building Official o?a form acc ptable to the Building Official,that he/she shall be responsible for all such work performed under the ldin ermi (Section 109.1.1) The undersigned"homeowner"assumes respo ility for compliance with the State Building Code and other applicable codes,bylaws,rules and regul e The undersigned"homeowner"certifies tha he/she understands the To of Barnstable Building Department minimum inspection procedures and requ'cements and that he/she will co ply with said procedures and . requirements. J I Signature of Homeowner ' Approval of Building Official l- Note: Three-fami dwellings containing 35,000 cubic feet or larger will e required to comply with the State Building Code Sect' n 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states at: "Any homeowner performing work for which a building permit is requi shall be exempt from the provisions of this section(Section 1 , .1.1 -Licensing of construction Supervisors);provided that if the homeowner gages a person(s)for hire to do such work that such Homeo. er shall act as supervisor." Many ho 'wners who use this exemption are unaware that they are assuming the responsibi lit sofa supervisor(see Appendix Q, Rules&Regulatio for Licensing Construction Supervisors,Section 2.15) This lack of awareness often re uIts in serious problems,particularly when the homeow er hires unlicensed persons. In this case,our Board cannot proceed against the unlicense person as it would with a licensed Supervisor. The meowner acting as Supervisor is ultimately responsible. To e 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 thi 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:\YvTFU-ES\FORMS\homeexempt.DDC TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map_okul Parcel Application# 5 (� Health Division -9 466 —?rw- aaa ion ivision Permit# 90 J Tax Collector Date Issued 6 - 0 Lr Treasurer 6 1121 ® `' Application Fee Planning Dept. Permit Fee '11-0 4 Date Definitive Plan Approved by Planning Board C SYSTEM EXISTING SM Historic-OKH Preservation/Hyannis LIWED TO_�..5 OF BEDR004 Project Street Address �7 °"� � -r►� Village r--z Owner r��e.� c-f?S' Address �e Telephone u ai���6_1 - 4DY 3 .� 6 Permit Request Square feet: 1st floor:existing/&OD proposed 2nd floor:existing /&0D proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 462 006-cv Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Z 'Two Family ❑ Multi-Family(#units) Age of Existing Structure i- ° Historic House: ❑Yes U160 On Old King's Highway: ❑Yes Gd<o Basement T : ®'FI Type: u I ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing , new, Total Room Count(not including baths):existing iiJ new First Floor Room Count Heat Type and Fuel: W G<as ❑Oil I❑ Electric ❑Other Central Air: [ Yes ❑No Fireplaces: Existing „ � New Existing wood/coal stove: ❑Yes 11 o Y Detached garage:❑existing ❑new, size= Pool:❑existing ❑new size Barn:❑existing ❑new size- Attached garage: existing U new size Shed:❑existing ❑new size Other: ; < t t Zoning Board of Appeals Authorization' ❑ Appeal# Recorded 0 `" ' C' .. Commercial ❑Yes Flo If yes, site plan-'review, # - -Current User-c- �,� _ u, _,Proposed Use �- r BUILDER INFORMATION ' C Name �� i^�ivr&X Telephone Number ;571r_ cdeAo Address "-7q did" ,` License# a -Z 9 (� f9 �JvG�lcpy Home Improvement Contractor# 116 Worker's Compensation# -.��5'.�3a l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q-UA �Qci✓yi0 -- .�� C y SIGNATURE ✓ G�` DATE FOR OFFICIAL USE ONLY s -t PERMIT NO. DATE ISSUED x MAP/PARCEL NO. t ADDRESS ' VILLAGE OWNER V� DATE OF INSPECTION: FOUNDATION A r / FRAME � INSULATION 7� FIREPLACE ELECTRICAL: ROUGH eMa =- FINAL a PLUMBING: ROUGH - FINAL GAS: ROUGH FINAL , FINAL BUILDING DATE CLOSED OUT C, r ASSOCIATION PLAN NO. A - , FPQM FAX NO. Jan. 31 2006 10:45P.rl P2 Town of Barnstable Regulatory Services { *^ E TWoimas F.Ccflcr,]Director Braes Building Division Tom Perry, Building Commissioner 200 Main Stmet, Hym nis,MA 02601 www.towm barnstable.ma.us Office: 508-862-4038 Fax: 50&790.6230 Property Ownet Must Complete and Sign This Section If Using A Builder � h li° as Owncs of the subject propecey hereby authorize j.l!7 �- 1 C,� GU10 1�L��d i _to ace ran my hehat£, �17 in all matters rektive to work authori7ed by this building pertnit applicadon for: (Address of Job) S' arure of Owner/ Data Olsen Print Name Q-FORMS..dW NERPERMISStON 6 d L098L99098 uos10 eLt,:60 90 l£ uer ' wig I ► ,,� I ' I I 1 I C 1 � � I _ I Y i _ ; L 1 t I r i I I j i i .I I ov rA ' I I ` I }} LI $ k .. - -- - I a L �•f 1_ ; - - a o5b7�- �- N --; God!=, - r ! r 1 r I ' . i I f ! ' I IF LL j L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map pp Parcel Application# II�� ^I )(Health Division SM- n Permit# 9 C Tax Collector - Date Issued 2 p ©l Treasurer Application F e v G - Planning Dept. Permit Fee Z 4 , Date Definitive Plan Approved by Planning Board EXISTING SEPTIC SYSTEM r --; Historic-OKH Preservation/Hyannis LIMITED TO OF BDROOM Project Street Address 7 swGf sue, Village Owner 1,04,P'l t9L:6oa/ Address v 'FAIG' CCU• Telephone © � ��y _aG'V�� rn Permit Request aip�x:7GeoR 0,0hil U� rt G�i�,v �1 .� W-4GL S Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new - Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 2"' Two Family ❑ Multi-Family(#units) Age of Existing Structure '9O _3✓ Historic House: ❑Yes LK On Old King's Highway: ❑Yes W-Ido Basement Type: W,41I ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 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: CII'Gas ❑Oil ❑Electric ❑Other Central Air: U'Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size 1-1 Attached garage: xisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# C2ent Use Proposed Use BUILDER INFORMATION Name cJwr l� 4roll Telephone Number ,�d6 7l4 20 2 3 Address License#CIS ® 07el i; �1 2 ✓-Vr. Home Improvement Contractor# I Y 9 7Z J� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &/f &A,,Qr� SIGNATURE • DATE ` I FOR OFFICIAL USE ONLY. i 1 PERMIT NO. DATE ISSUED MAP/PARCEL NO. 1 ADDRESS VILLAGE" i OWNER - t 1 DATE OF INSPECTION: FOUNDATION FRAMEo� INSULATION ? -7 6 FIREPLACE ELECTRICAL: ROUGH -, FINAL PLUMBING: ROUGH rn -n FINAL GAS: ROUGH co . FINAL FINAL BUILDING o 0 co DATE CLOSED OUT ?; in ASSOCIATION PLAN NO. Ni o l: 1 FROM :_'° FAX No. '. Jan 31 2006°10:45AM P2 $FY ZC „r Town of„Barnstable _ Reguiatory'Semkes t ~ a egis. E TMomzs F.GcNer,Director ' *' ` • Building Division t Tom Perry, Building Commisaioaer r , 2DD Main Sheet, Hyannis,MA 02601 r `_ www.town baroatable.ma,ua Office: 508-862-4038 u k g Fax 508-790.6230 x �- it: Property OwnerMust ` Complete and Sign This'Section If Using A Builder r er } h �IIII{ 1' l I .as OwnDcc of the subEect pmP9 Izereb'y authorize �:l 1 �- &14' En t��1��!_i�� _to act on my behalf is 4 jmattera iehtive to work authorized by this building palm i~application for: (Addreag of Job) >� S' cure of Owner" P Date it iy*x / '\..J'jj •�Ae� � Pant Name x z 4 tiy'"�cY '`° t� ,y",� _Z!, t :.ac +• .wkt, nrq n r t ° r 'r a > rTs. ff �. 's" +x sb # Qf0RMSDWNERPEAMISV0N h e far "5 L'd toGetG9��� uosin eit: n one tt• r I o ^+ 1 4 - 4 -.. �� �-� i r ice'{. —•I---�—��. ----�+----�- -�;-----'�—��+//�� Z , bxj r i k I t 1 4 ! -tom— i t t-- —�—t t---;--' —+—y---•f—�-�• r----r ! ---'f"•�i-'--�-. - y.- •t-•.-•.,t-`- - �--i—_.'c^—'4_'*--.- .i �_1'T--T_'s •.y .- ._,..f_-_.�i. -- t ! / ' 1 _ 1 1 11` III � 1 + I `t- ITT'—.r--,_ � ��T- _' _ ��"'- -i•.��.� - - ' A ._.t"--'1•'_^'ti..-'--?•�w'.---�---- � .4 - ice"^- ---'i---i-"'--'}a.-.-�"�"i""^.�..'-�_{--.F.--�i^�__'."f*---.- �. fi -,.-�.}.._--......_.{_- .{. -t-�•�----�C--'--1- I '! r---. '�-�i+'._'_T.., �{: '_ --,�•F-.arm — �....,�____+'. � -� �.."�"r?^ {- �-t i t -•4-4.....' I I I I , f ' � I I ®V� J��VNumAb7: HEADER AT GABLE TJ..B a . i �700512216341'= 2 PCSof 13/4" x 11 7/8" 1.9E Microllam@ LVL e n�6 20 Ser al User:1 AM Pagel Eng2eVesion:5 n 6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 8 17' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 90.0 90.0 0 To 17' Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" �765/863/0/1628 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board@ 2 Stud wall 3.50" 1.50" 765/863/0/1628 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board@ -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 1596 -1382 7897 Passed(18%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 6649 6649 17848 Passed(37%) MID Span 1 under Floor loading Live Load Defl(in) 0.177 0.417 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.378 0.833 Passed(U530) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MATHEW SPEIGHT Bill Rubel OLSEN JOB Mid-Cape Home Centers 70 SACHEM RD PO Box 1418 CENTERVILLE MA ' 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\SPEIGHT-OLSEN-A.sms . l • HEADER AT GABLE Bwi TJ,Beam@6.26 Serial Number:7700 126 � 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL Paget Eng2eVersion:6.0 n .6 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 8.00" ^ Max. Vertical Reaction Total (lbs) 1628 1628 Max. Vertical Reaction Live (lbs) 765 765 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 110 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 733 -733 Max Shear at Support (lbs) 846 -846 Member Reaction (lbs) 846 846 Support Reaction (lbs) 863 863 Moment (Ft-Lbs) 3524 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 1382 -1382 Max Shear at Support (lbs) 1596 -1596 Member Reaction (lbs) 1596 1596 Support Reaction (lbs) 1628 1628 Moment (Ft-Lbs) 6649 Live Deflection (in) 0.177 Total Deflection (in) 0.378 PROJECT INFORMATION: OPERATOR INFORMATION: MATHEW SPEIGHT Bill Rubel OLSEN JOB Mid-Cape Home Centers 70 SACHEM RD PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. C:\Program Files\Trus Joist\TJ-Beam\Job Files\SPEIGHT-OLSEM-A.sms ®����� 2ND FLOOR CEILING BEAM TJ-Beam@6.20serialNumber: 6 2 PCs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL Pagel EngneVesion:0 6.2A0.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0, ,0 b 12' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 15' Primary Load Group-Residential-Sleeping Areas(psf):30.0 Live at 100%duration, 10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.47" 2700/969/0/3669 Al:Blocking 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL 2 Stud wall 3.50" 2.47" 2700/969/0/3669 Al:Blocking - 1 Ply 1 3/4"x 11 7/8"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 3567 -2885 7897 Passed(37%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 10404 10404 17848 Passed(58%) MID Span 1 under Floor loading Live Load Defl(in) 0.224 0.292 Passed(U624) MID Span 1 under Floor loading Total Load Defl(in) 0.305 0.583 Passed(U459) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: MATHEW SPEIGHT Bill Rubel OLSEN JOB Mid-Cape Home Centers 70 SACHEM RD PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business _ Microllam® is a registered trademark of Trus Joist. -v On%_W� .0.1 2ND FLOOR CEILING BEAM TlBearnO 6.20 Serial Nu ber:70051 2634 2 Pcs of 1 3/4" x 11 7/8" 1.9E Microllam@ LVL User:1 Page Engine Version:6.20.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 11' 8.001, ^ Max. Vertical Reaction Total (lbs) 3669 3669 Max. Vertical Reaction Live (lbs) 2700 2700 Required Bearing Length in 2.47(W) 2.47(W) Max. Unbraced Length (in) 110 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 762 -762 Max Shear at Support (lbs) 942 -942 Member Reaction (lbs) 942 942 Support Reaction (lbs) 969 969 Moment (Ft-Lbs) 2747 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Shear at Support (lbs) 2885 -2885 Max Shear at Support (lbs) 3567 -3567 Member Reaction (lbs) 3567 3567 Support Reaction (lbs) 3669 3669 Moment (Ft-Lbs) 10404 Live Deflection (in) 0.224 Total Deflection (in) 0.305 PROJECT INFORMATION: OPERATOR INFORMATION: MATHEW SPEIGHT Bill Rubel OLSEN JOB Mid-Cape Home Centers 70 SACHEM RD PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net _ Copyright ® 2005 by Trus Joist, a Weyerhaeuser Business Microllame is a registered trademark of Trus Joist. r , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® 9 Parcel -�2 V �g Permit# Health Division d� �1 62 OHO Date Issued U (v Conservation Division _ ��� Fee Tax Collector u Application Fee Treasurer Planning Dept. C Checked in By Date Definitive Plan Approved by Planning Boards Approved By, 177 Historic-OKH Preservation/Hyannis, Project Street Address ;7 r .51�C, �r. Village Cf�" Owner ZL Address Telephone Permit Request i ,41-k-P 617 Square feet: 1 st floor: existing - proposed 2nd floor: existing proposed Total new Valuation 4®j9 Zoning District Flood Plain Groundwater Overlay gonstruction Type i,e&to Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting ocumentatiion. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 �- Historic House: Cl Yes XNo On Old King's Hiot way: ❑-Yes No Basement Type: O Full ❑Crawl Walkout Cl Other 2 Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) P- r" 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: XGas ❑Oil ❑ Electric ❑Other Central Air: >(Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes, ❑ No Detached garage:❑existing 0 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 �_n�� 1 Proposed Use � ZL BUILDER INFORMATION Name ®z�/ ( /,�,r�� �G/ >,����� /'_.Telephone Number -3 B� Address i4/9•J F'aj,1,f 12 v r�6k » ,z1Z;P*'3Z License# 02_�2 3 � Home Improvement Contractor# Worker's Compensation#692441)L4, �I9'-S'1_6— ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �Ps� Jrc� Gf/ S 7 SIGNATURE "elf DATE FOR OFFICIAL USE ONLY PERMIT-NO. t DATE ISSUED MAP/PARCEL NO. i ADDRESS ' VILLAGE , OWNER ; DATE OF INSPEcriON: F /� _J FOUNDATION FRAME 12 let. ?s •� �� INSULATION 01- %000,0- Ir FIREPII . ELE . IIA L: ROUGH FINAL PLUMBING: ROUGH FINAL - 1 'r GAS: ROUGH FINAL FINAL BUILDING a f 9e , .r DATE CLOSED OUT �, ASSOCIATION PLAN NO. I Table mull(eonttaned) " tile radcages for due and Two-Family Residential Sn11d1ags Bated witb Fond Foeia ., • MJIXfMUM � E •HeatiaglCoollnl CIR*g 1�8 Wall Floor Basesneat Glaring Fgoipment EfGdeaey1 R vapid A value R value9 r.. it 5701 to d300 dog Degree D 6 Normal 12°/. 0.40 31 !3 19 10 i Normal 12% U2 30 -19 19 i0 35A13 19 10 g 12'/V 040 3. VA 3a 13 Z5 NIA omal- 10 ... ..U.., 0.46 38 19 'NIA 83.AFM V. ..'.:. :.,•15% . 0.44:. . 3a 13. . N/A 6 85 AFUE W - lS'!. 0.52 30 i9 19 10 1# 2S NIA r1lA Normal. g 18•Je 032•' 38 NIA Normal y 12% 0.42• 38 19: 25 NIA 90 AFiYE 13 '• 19 10 8 Z .' 18`!. 0.42 38 19 19 10 8 90 AFU9 AA 18% 0.50 30 . 1.`ADDRESS OF PROPERTY; _dj�t�A f 2, SQUARE FOOTAGE OF ALL RIOR-WALLS.. 3. SQDARE FOOTAGE OF ALL'G•tIAZING: _ , - • e}, GLAZING AREA(#3 DWMED BY#2): /e� �r9 , 5. SELECT PACKAGE(Q--AA-see chart above): . NOTE: OTHER IAORE SOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: NO: YES. q-farms-580303a 7g0 CM&Appendix J Footnotes to Table J9.2.1b: lass doors, skylights, and + Glazing area is the ratio of the area of the glazing assemblies (lacluding sliding-g basement windows if located in walls that enclose conditioned space,but excluding opaque doors)'to the gro all area,expressed as a percentage.Up to 1%of the total glazing area may be excluded from the U-value re _' ement. For example,3 fe of decorative glass may be excluded from a building design with 300 f?of slam a. _ $er January 1, 1999, glazing U-values insist be tested and documented by the manufac accordance with adonal Fenestration Rating Council (NFRC) test procedure, or taken from Tab .5.3a. U-values arc for th who malts: center-of-glass U-values cannot be used. a The iling.R values do not assume a raised or oversized truss construction, a Insulation achieves the full }nsulation 'ckness over the exterior walls without compression, R-30 Insula' n may:be substituted for R 38 _ insulatioti� R13'8 fnsu�afion aiay be tibstituted'fbeR=49=insulation: Coil al�ies present the-sumo cavity—._... insulation plus uIating sheathing (ff.used):For ventilated 'ceilings, insulating heating muust, e:placed between . the conditioned sp a and the ventilated portion of the roof., if use � Do not include' 4 wall R-values repr nt the sum.of the wall cavity insulation plus msulatm sheat�iiag(' ld be met EITHER exterior siding, stiu heathing,.and interior drywall.For example,an R- .mq re eats apply to Wall pF Y R 6 insulating 9u insulation, plus g g by R 19 cavity insulation R 13 cavity uis p wood-frame ar mass(concrete, asonry,log)wall constructions,but do Iy to metal-frame construction. ors over unconditioned spat ch unconditioned crawlspaces;basements, a The floor requiiements apply to or garages)-Floors over outside air m meet the ceiling r ements. s The entire opaque portion of any indfvi 1 base all with an ave ge depth less than doors below conditioned. mart the samde must e -R=value requirement'as a-grade walls. Windo and slidmg g.. basements must be included with other g. Basement doo must meet.the door.U-value requirement described in Note b. The R value requiremen a for unheated slabs.Ad additional -2 for heated slabs. If the building iitiliz elebtrlc resistance heating use co Hance pproach 3;4,'or 5..'If you plan to'install more than one piece of ting equipment or more than one piece c oling equipment,the egtiipnient with the lowest .efficiency ralist et.or exceed the efficiency,required by the sel ed package,•. For Heating egree Day requirements of the closest city or to sable JS.Z.Ya NOTES: a) Glazin eas and.U-values are maximum acceptable ley .Insulation -values are minimum acceptable-levels. R value quireinents are for insulation only and do not Intl a structural co onents. ested b)Opa ue doors in the building envelope must have a,U-v ue no greater than. dur 5'Dtaoior U-values mustcen from the door Utvalue ' and d cumented by the manufacturer in accordance with a NFR p in Table 11.5.3b, if a door contains glass and an aggreg a U-value rating for that do is not available, include the glass area of the door with your windows and use th opaque door U-value to dete a compliance of the door. One door may be excluded from this requirement(i.e, may have a U-value greater than 0 S�. • c)If a ceiling,wall,floor,basement wall,slab-edge, t crawl space wall component includ two afa er than or equal to r more areas with different•insulation levels,the component compy if the area-weighted average R-value is the R-value requirement for that component.GI ' g or door components comply if the area- eighted average U- yalue of all windows or doors is less than ore alto the U-value requirement(0.35 for doors). , 43 Jan 05 06 04:45p Olson 8606578501 p,1 Dee 16 05 11: 1sa 01de Cape Companies 5084207327 p. l Town of Barnstable Regulatory Services Thomas S.GeUer,Director Building Division Tom Perry, Banding Commissioner 200 Mafia Stceet, Hyawis,MA 02601 rwww town.barnstable.ma ns Office: 508-862A038 =508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder YzA-t-k V o n o ,as Owner of the subject property hereby authorize d,J vl - to act on my belaaK in all matters relative to work authorized by this b g permit application for: Saph� ffi br; V LA , 11e (Address of job) *S' t=eof Owner Date Print Name Q:FORMS:OWNWERbMSR* The Town of Barnstable P`pp THE Tp�� -TA BA .MAS&LE. MASS. Department of Health Safety and Environmental Services 9 m i679• �0 ptfDMA+A Building Division r- 367 Main Street,Hyannis,MA 02601 )Mce: 508-862-4038 — �ax: 508-790-6230 PLAN REVIEW Owner: KJE�u () l S c 4. Map/Parcel: 9 o 7 5 Project Address: / y >C �_heVy, Builder: 0 cr-,� e— TSUI Qv The following items were noted on reviewing: Q I 1 YA b' VY) l -AA 2. '-Py-GV i d � C.1Y --t C'� r�\2C yyl a 1 r yln .2 �r b V 1 � Q S l l)r z e S u 0-- C—� CL M C3`� �� 2 ci e rr�(2- C-4 v�s 4 Reviewed by: Date: 2 �v q:buil dinglorms:review - TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �� Parcel 0C Application# Health Division P940M — �--�—� "1 /3 44 Q � � c Conservation Division Permit# 7 Tax Collector EXISTING SEPTIC SYSTEM Date Issued Treasurer LIMITED TO "__01!:n OF BEDROOM9application Fe Planning Dept. Permit Fee /3 Date Definitive Plan Approved by Planning Board ; Historic-OKH Preservation/Hyannis Project Street Address Village Oe J 1 Owner YIA_ ` u Nsen Address 5D. G10.5{an t•u CT Ot00,3 Telephone O�� `COrJ—T• ��J(�� Permit Request 1 v1 ou"� mac-' c�IQc e w,en�' V Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuatiF CnO 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) 2 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 ..J 2 Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Cl 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 BUILDER INFORMATION Name OA%cb11(LR %5yl A►Int-�WLtQt�Telephone Number- �ca- aAA5 Address%7zmL q ?) License# 39�, M)t`1O_ Home Improvement Contractor# C lagQq a6nr_;!;� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 13 OCO FOR OFFICIAL USE ONLY PERMIT�NO. DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION fo FRAME INSULATION 0 FIREPLACE "ELECTRICAL: ROUPGH FINAL PLUMBING: ROUGH FINAL-' GAS: ROUGH FINAL:' FINAL BUILDING :L4 DATE CLOSED OUT ASSOCIATION PLAN NO. i 4 01/05/2006 16:09 5083626115 BAKER: PAGE 02 Town of Barnstable 3 Regulatory Services auaa Thm u F.Ge4er,DftteeEor Building Divblon Tom Perry, DuOdbg Comtninkner 200 Maas 3treek I*TARb,MA 0250I rrww.townbamdabkmA6w Office: 5011-862-4033 Fax: 508-79"230 Property Owner Must Complete and Sign This Section If Using A.BwWer i Ko:t z na Aso as Owner of the sab;cct prop" hereby autb,onae 1L (Y1 'LlYY1i 11 u m Y!tl�f to=on mT bed in all madder Zdative to wusk an&a&ed by this bull&&p=ait application for. 77 .. , m Sri vexrvi (Ad&as of Job) Sigantm of Baez J Date P&t Nana Q:eatu+�:o�ax rd W99L99099 u0sio dsb:go so 5o per Lw 3 ` 'TL� Ya _ u 4 , i �. r._ _._ � % i 'y� �✓`� p p 11'fig i ,7 jf .,.,.,.,,,...,�,�. �� � < �..., .. ...,.. �a � op. �p --•L1 t i Wfay9�•�w"� ..—.... .. & S mot.:t .._.,,_ ry ' ... e....;..,..,...,�...�,......,,.... ,_a •—.e...,,. ""`� f mver�raen.�wwwvw.r�m�va+wNvs+eac:p�m+•m+nmm+,¢ w'.w!/' S�+S�.?P9'S'.mM'M1Re.n"+'J�u. ,esttmnm �,�^^"^ �S N _._ ....... ,., 7 -,7J � �.m�l a � � tom' 4F V�+• � a.ra �c ,n� �/ 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 07 S Application# Health Division -2 2 2 l a ion ivision Permit# Zvi Tax Collector Date Issued I s/6bya Treasurer AJApplication Fe Planning Dept. Permit Fee �. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address �7 ,&G' z°if1 Village Owner A�a�h/4 P 4 Z!5�.o.J Address Telephone G?6 -6,v� h' / Permit Request r , Square feet: 1 st floor:existing pr91ai 2nd floor:existing proposed Total new Zoning District Floo Groundwater Overlay CProject Valuation Jam,. Construction Type V19g5)p 44� vfF Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure ,f S r— Historic House: ❑Yes )4 No On Old King's Highway: ❑Yes No Basement Type: )d Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) a ent Unfinished Area(sq.ft) Number of Baths: Full:existing n w Half:existing new Number of Bedrooms: existing ne Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑Electric ❑Other Central Air: X Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size { Attached garage:Xexisting ❑new size Shed:❑existing ❑new size Other: ZZ Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ , Commercial ❑Yes gNo If yes, site plan review# C:) > Current Use��s�dP �'Z4.7�1 Proposed Use w- -= - BUILDER INFORMATION Name Telephone Number Address J g8' License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C.4se-114-— a SIGNATURE DATE !I i FOR OFFICIAL USE ONLY PERMIT NO. ' DATL ISSUED MAP/PARCEL NO. a ADDRESS VILLAGE OWNER r , r l DATE OF INSPECTION: i ' FOUNDATION FRAME O-k - �O(- 44d- INSULATION k ' FIREPLACE ELECTRICAL: ROUGH FINAL•• PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING 6 s DATE CLOSED OUT k ASSOCIATION PLAN NO. 'i r r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 "�,dro Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq. foot= x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE 4 02 square feet x$64/sq. foot x .0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x .0041= ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq. foot= x .0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost . Rev:063004 Daniel E Braman,PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 March 07, 2006 Project: 6006 77 Sachem Drive o ���� ofs�q� Centerville„ MA DANIEI_E. ru N For: Paul Caprio Olde Cape Builders ®ssiob E ► `` (508) 509-9157 Cell EVALUATION OF STRUCTURAL INTEGRITY OF VAULTED CEILINGS WITH COLLAR TIES AND BALCONY SUPPORT On this date, at your request, I made a site visit to the above residence to evaluate the proposed vaulted ceiling in the 21'-6"xl6'-6" Family Room and Balcony at the front entrance. In regard to the vaulted ceiling; roof slope greater than 3 in 12, therefore a minimum of lx6 collar ties are required, 48" o.c. (rafters are 16" o.c.) Ties are to be located in the upper third of the height of the roof measured from the sill plate to the ridge. This is in accordance with the MASS State Building Code 3608.2.3.2. I find that the roof structure (2x6 rafters @ 16" o.c.,new lx6 collar ties @ 48" o.c., new 2x8 @ 16" o.c. ceiling joists, and a 1- 1 3/4xl 1 7/8 LVL ridge board under existing ridge board) is sufficiently strong to support all expected imposed loads. In regard to the approx. 5' balcony at the front entrance. use a min. of 1 3/4x7 1/4 LVLfor the 6'span at the front edge of the balcony. This contract is binding on all parties who lawfully succeed to the rights or.take the place of the owner or contractor. This contract may not be assigned by either party without the written consent of the other. THE PARTIES HAVE READ THE CONTRACT. THEY HAVE RECEIVED A COMPLETELY FILLED IN COPY AND ACKNOWLEDGE RECEIPT OF COPIES OF THE DRAWINGS AND SPECIFICATIONS. THEY HEREBY AGREE TO THE TERMS OF THIS CONTRACT. OWNER 'DATE:— CONTRACTOR 7 DATE: J? Fully Licensed and Insured—New Home Construction and Design —Additions and Remodeling — Cabinets and Custom Millwork - �SS,CHUSEjIS - 4 131313,1 ysT,1 MEMBER Massachusetts Construction Supervisors Licenses: 022.75 & 076850 Massachusetts Home Improvement Contractor Registrations: 120111 & 130930 The Olde Cape Companies Olde Cape Building Co., Inc.—Olde Cape Realty, Inc.—Olde Cape Development,LLC www.OldeCapeBuilders.com www.OldeCapeRealty.com MIN101 L BMMIk PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 July 3, 2006 Project 6006 77 Sachem Drive, Centerville, MA For: Paul Caprio Olde Cape Bui;lders On this date, at the request of Jeff Luzon, Building Inspector, I again visited the above site in regard to the Family Room ceiling and roof. I find that the construction is structurally sound, but I do recommend 4 Timber Lock Screws each end of the LVL ridge board. I believe that the LVL at the end of this room between the exterior walls is not carrying the weight of the LVL ridge board. OF . o �a Daniel E. Braman, PE ,v o� OANIEL E. B � C, 3 CTUR Daniel L Braman,FE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 July 3, 2006 Project 6006 17 Sachem Drive, Centerville, MA For: Paul Caprio Olde Cape Builders On this date, at the request of Jeff Luzon, Building Inspector, I again visited the above site in regard to the Family Room ceiling and roof I find that the construction is structurally sound, but I do recommend 4 Timber Lock Screws each end of the LVL ridge board. I believer that the LVL at the end of this room between the exterior walls is not carrying the weight of the LVL ridge board. Per my discussion with Jeff Luzon 7/5/06: I find the as built construction structurally sound and that it meets the Massachusetts State Building Code. The ceiling joists should be connected to the rafters with 2 Timber Lock Screws each end. Daniel E. Braman, P 8 ; , OAai Et E. � w NAL E'�° f g1,3)0 Town of Barnstable *Permit#9/Y% Expires 6 months from issue date Is Regulatory Services Fee Thomas F.Geiler,Director 4 ppR ,% uilding Division Of ���4 om Perry,CBO, Building Commissioner TOWN 200 Main Street,Hyannis,MA 02601 www.town.barmtable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint /Ma arcel Number PP Property Address � SQ �1Pnl r R ❑Residential Value of Work 3n Wn Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address "1�d t- ► , tnA T Olo Contractor's Name&.[2i-Ca' �b�fY11"t`UVY1lVl�I(11 V tY1u���• Telephone Number$-�Do�' p�'���J Home Improvement Contractor License#(if applicable) S 4g4 Construction Supervisor's License#(if applicable) yworkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner (�I have Worker's Compensation Insurance Insurance Company 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) Id Re-side �I�w1►N.�w►"r�-�YN Cp�e; � ❑ Replacement Windows. U-Value (maximum.44) *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. e ove t Contractors License is required. SIGNATURE-4 r U M -4f 1/, J, Q:Forrns:expmtr Revise07140 ce �0 toe 01/05/2006 16:09 580626115 BAKER: PAGE 02 Town of Barnstable a Regulatory Services n msa IF.Gcftr,M ruftr Building Div i6a Tom Parr, Buv ag commiadAomer top Usk Street .MA 02501 vnrti►.towabaraetabkmaua ' Offyoe: 508-86?.4038 Fax; 508-79"230 Property Owner Must Complete and Sign This Section If Using A.BuRder on ;as 0w=of the Gubjcctpmp" hetebp aatbosizc � ` tlYf7�M 't1 lf)tt *Y!f to apt.on my behalf. in all m dtu rd&&c to vtork su&aziaed by this bw7ding pent applimt6z&V {Ad& as of Job) �L sagasLne OfOw= J $runt Name Q:PGiuNS:o�eRFERrDSSTox t'�` ML99099 u0910 d6,:go 90 90 ref �1 Town ®f Barnstable- *Permit# IV&3� Expires 6 months from issue date X-PRESS PERMIT Regulatory Services Fee 4 57, ZO JAN 1 ,0 2006 Thomas F.Geiler,Director Building Division TOWN OF BARNSTABLE 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 1�1(77n Property Address JA CAeen ? r Iq a0600 �sidential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Ccaitractor's Name d Telephone Number L? AEC J Home Improvement Contractor License#(if applicable) ai's'—iee--#(if WPE able) orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ED-rhave Worker's Compensation Insurance Insurance Company Name .11it Workman's Comp.Policy# ,,� / & d,5.7,E - Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) E-e-roof(stripping old shingles) All construction debris will be taken to 'Xra ❑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 compliance with other town department regulations,i.e.historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. SIGNATURE, Q:Forms:expmtrg Revise071405 h NOTICE REQUIRED BY LAW With the agreement of the contract 50%of estimate is due. Further payments under this contract are as follows: Balance of materials and labor shall be payable upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5%per month. The contractor warranties the work completed under this contract for a period of one(1)year from the date of completion. During the stated warranty period the contractor shall be responsible for the service for the repair or adjustment,BUT the contractor shall not be responsible for the normal maintenance,repair due to abuse,misuse, and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provision; the choice of repair of replacement shall be at the discretion of the contractor. The homeowner acknowledges that the form, content, and notices contained in this contract are intended to comply with the applicable potions of the Mass. Gen. Law Chap. 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force in effect. In addition, any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Date Homeowner Contractor < t B - DRAWN 6Y, fNt CHECKED BY, PFC Q -0 ENMY 4 vaulted npning _------ KITCHEN FAMILY ROOM _ _________ .flat ceIllrlg vaulted calling - - - d) _p IIro of belcery dive --'- - {n - - �___�__ --_-__ ---Z:b• ,. 1. .. -.. .. W - A ______--• Ift 1ST FLOOR PLAN • SCALE,1/4°.I'-0• Q Z V Yl W F e w E Q . LL W o t R30 11—typ. - W 14 exlstllg 216 ridge \ exletlrxJ LIb reflere ,. Z W O new LIB rolls tiro•Ib'O.G � t �Ib°O.C. •f`( Z axixtlr,g LIb rdYms•Ib°O.C. MLIIO rdten sletTed _ . MW LIIO reftero elelend to . R30 I..typ. - - rMlers•Ib°O.C.______ •- O.C. - _____ ______ _ _ __ `., a' 3. L16 ra1'tere ib° . elxletlrlg Lilo door Jolste W •cQ L W W{•' S 1/1°LVL been m � m W NACU � u SECTION A SECTION B 1/4"e P-0" - 1/4%1'-0" } DATE: -. 3/23/06 SCALE: . - - 1/411e1'-0I� PROJECT NO. i 2005010 SHEET NO. o4 COPYRIGHT OLDIE CAPE BUILDING CO.,INC. 2004 win Inc I IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE DRAWN BY, C MKM BY. PF r BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. DETECTORS REVIEWED Sr OKE s BARNST ING E DATE s o ` • T3'x 3'-0' - - ]'b•.d'-6• 7-9'n 3' --_ N DEPARTMENT DATE ° BOTH SIG a URES ARE REQUIRED FOR PERMITTING 0 E u p e.. O n E3ATH >M m= o ZUU 21-1 14 3b Q La N(1 Q 1 e}� �` F a z 1T �V s4- ea . MEGHANiGAL ROOM //'''— •• _ Ip �Idl _ MECWA.1411CAL OOM .. W 3•-0• O Ai, 3•-0• _ _ __ 4 9 --- 1 -0` LAUNDRY ROOM - N .a cil Ell -- D' W Z 04 � zai0 WIIQ E W Z W LLt FINSNED 5ASEMENT Z Q } d m ° F w of y ° - '� • DATE: • t SCALE: - ° PROJECT NO. 2005010 - SWEET NO. Al COPYRIGHT OLDS CAPE BUILDING CO.,INC.2004 ' NO. I OF 1