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Home My WebLink About0024 GEORGE STREET ........'\'''''''''''''"".1 • • • I. ► I • I •-fJ Commonwealth of Massachusetts Sheet Metal Permit Map Parcel I3' ' ' `" Date: a\ a Pet# cD°I D©// 6 9 i Estimated Job Cost $ t.SICOO Permit Fee: $ . J Plans Submitted: YES NO r`` r Plans ReviewecrYES NO Business License# I Li a Applicant License# Business Information: Property Owner/Job Location Information: Name: Row A 1 PRi cio{-1A Name: So€ 1(c7 I IA IN A Street: oZ ? c a►M vYt c y C A ( q. Fa- Street: aLi Ge of 4:3 e City/Town: 13 RA i o-i i e e M A City/Town: BA Q ) S-t-A b) 0\e Telephone:ID( 7 5 4 a- CIS 34 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES I. NO Staff Initial J-1 M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family t/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. -V over 10,000 sq. ft. Number of Stories: a Sheet metal work to be completed: New Work: Renovation: HVAC j, Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 1�9 S fl I 1 A co o I-e-i-e_ )4 V /I C s y S` e w" l tu nASc:lnIen/-i-, P‘m) PUN) Du c+s UP4o ;s+ fry. Di`(-1FLix) , Ve - v) •e 0 9-Y e, A eq 13446 200viN '. VIA S Co,,,,4eore ou+ iD tJ +h "t YA Q. D® • Is0� -� 4" ,t INSURANCE COVERAGE: I have a current Jiabilitv insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes LNo ❑ If you have checked y21, indicate the type of coverage by checking the appropriate box below: A liability insurance policy 1;1/ Other type of indemnity El Bond El OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only s Owner El Agent ❑ Signature of Owner or Owner's Agent • • By checking this box u,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments • Type of License: 3y gmarei f.. title /�j �� ❑ Master-Restricted rir �ity/Town . ❑Journeyperson Signature of Licensee 'ermit# ❑Journeyperson-Restricted License Number: -ee$ ❑ c Check at www.mass.gov/dpi nspector Signature of Permit Approval l ' 1 ,5./27/2012 14: 46 7813400077 HOLLAND CONSTRUCTION PAGE 01/01 Feb. 21. 2012 2;36PM No. 6255 P. 1 Town ofBarnstable r . .4 r Regulatory Services 11101T au F,Gd1ari Dtractos 4• ,,jr ,_,!,-i: ` 'Building Division Tom?errp,Buiidinf Cotamistzionar zoa Main sty Irocmii,74,a 02601 ' werttown.barvatable,ma.t a Offcc: 50g.B62.4035 Far SOS-790-6230 • Property Owner Must Complete and Sign This Section,• If Using ABuilder . . I, ,as Ovnnet of the subjcid•pmpett7 , - • '-. : 77;4) 6.. - to on.my-bcba4 • • in all mars xeJ ve to yank ltirbnsired by.this balding permit application fon (Adddrsa of Job). • / • ''>71" . , .e,nZ /°Z. ' ' . / 5' o Comet Dace • • . Prime Nome - • If Property Queer u applying for permit please complete the Homeowners License Extmption.Form,on the reverse side, q ►oatrsssoWARPERM1SSON / • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, p Map S\ Parcel ® 5 Application # Health Division_ Date Issued 1 I ) -2 \ 1 ‘ 1 Conservation Division G Application Fee ,* 0 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board l le" Historic - OKH Preservation/ Hyannis ` Project Street Address 7-4 G E.oR GE.- -Sr. Village merits J 5TFI Z Le �`'I i Ctieu_e- �} LLA nc c Address (_1$01 l-to . Owner .®��}-1 4 �Q � `r Si. >�Q�iNiR.�3�.NI.P�- �, Telephone_T8i- 3?,5 - 4Z75 1 Perrmit Request rnove. eac 5ii z'ootoom +U rfle.lte- ck. Kiev./ MUctroors iivii4 rtbly, 1 ''11 N A-11 a Co co cc Qa 4he, `�r-c.44- a. -hr-te. SeetSoN `(er 00. ` Q;6p A 1f i r o.s nr►.,4, f 1 ci,c-2 re o-P A ,-, RBI e�,.� -40 04- A ai�r+�.Qr,3/ c cs A . +ot-- Square feet: 1st floor: existinglO( �$ -proposed 91- 2nd floor: existing� proposed �[51 Total new Z,1�'`a� Zoning District _423 Flood Plain No Groundwater Overlay 34, Project Valuation j 000 Construction Type 4 DP IT'as/74-Ilea.A Tio-t4 Lot Size_. CA Grandfathered: ❑Yes 'lo If yes, attach supporting documentation. _,r Dwelling Type: Single Family ' Two Family ❑ Multi-Family(# units)_ Age of Existing Structure 4 5 rS Historic House: ❑Yes iNo On Old King's Highway: ,J.Yes to Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.)_ 0 Basement Unfinished Area (sq.ft) I/487-- Number of Baths: Full: existing j new Half: existing _ J new Number of Bedrooms: _ li existing a new i Total Room Count (not including baths): existing ' new 10 First Floor Room Count 8 Heat Type and Fuel: Xas ❑ Oil ❑ Electric ❑ Other Central Air: .Yes ❑ No Fireplaces: E • ting�c�l _New Existing wood/coal stove: ❑Yes 'No % fit' Detached garage: ❑ existing knew size i mod: ❑ existing ❑ new size Barn: ❑ existing U new size_ a --i Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other?:=: .'=•'• CI y .s# N:. - Zoning Board of Appeals Authorization Cl Appeal # Recorded ❑ Z3 # �" Commercial ❑Yes >610 If yes, site plan review # —_ Current Use Airy,fTl 04 t ' Proposed Use j i'Ow 5,vcLe ii—y,i r76,044-7 r APPLICANT INFORMATION (BUILDER OR HOMEOWNER) l.Na e /y/cflr et o�c av/;� i Telephone Number .75I - 3.35. " 427-5 --Address /Y #ot-Littv0 /SwN,5 Cov.37izvcpon/ License # •,C S 5510 3 VIZ Co '4`61//1/ ,7 ••Homeimprovement Contractor# /3/2 78 A yi-t 0u r I /14- O Z/90 Worker's Compensation # 11//L o065 /5O 7.S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO at/ire-( A✓s°ts c .SIGNATURE__ _DATE /0- 06 - ZO// ! . ' FOR OFFICIAL USE ONLY - . — ! . APPLICATION# ,i;,) ,7,,DATE ISSUED _ ••• ' v . :.• MAP/PARCEL NO. , . ( -- , . . . • • r , , . , i •; . ' 7 —' -74. • • , ADDRESS . . „ , . _ •VILLAGE a — • . — tt) . . . , . , ,, . . , ' . ., i OWNER ,.., , , , • . . . . DATE OF INSPECTION: . .. .. • .i n,FOUNDATIONN) 1±37----.---1;.--..1'ii • V li C._ . _ •. . ‘ . .... FRAME ( — S--I — /Li-- f c6-- "---: — j_:_i.?__ra.. oe - A- .....-t-p _ ---- Zr1 - /p-._ 4—e-42_ N ..f-- ) Pe--- • " A-INSULATION Ti g-----'.- . — / ----/ _, s,_ 1 ev__. p fe___ FIREPLACE •:-...;., .. . ,, • ELECTRICAL: ROUGH —t FINAL .• :.,,,... • , • PLUMBING: ROUGH Y:, FINAL •--I GAS -5..421:--, ROUGH I., ,.,.., .L.,-. a FINAL . . '; , ,,,FINALBUILDING' ,. ,7,!=..- •. ";17,1e* r-.. ,, • • , ,--- • . __., . . DATE.CLOSED OUT - , • X . "j. -• • . . . — A 71. .. ASSOCIATION PLAN NO' , . , E ./... . i ._ . . ,„ , s • ‘. (---„, ,,,., ,.. , + BARNSTABLE, • kore:MA88.3 �,, Town of Barnstable . Regulatory Services Thomas F:Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • I, J 05>=`P N- o LLK-1 vt 0 ,as Owner of the subject property hereby authorize 7oLL/jNp / &N5 CcmiST2ucrtoA/to act on my behalf, in all matters relative to work authorized by this building permit application for: 2q GCo,GE- sr2EEr-1 gio9e,VstrqeLe j I-0i- 02610 (Address of Job) 14 l , e /J,- ; Ip - o5-Z�11 Si ture of Owner Date Jos c?i-1 ftoLLAtJ D Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110. 1 �� Town of floras-table • • . 5�� - . � • �,,r. regulatory Services "` ` g Thomas F. Geiler, Director . ,hi � Building Division • • Thomas Perry, CBO, Building Commissioner • 200 Main Street, Hyannis,MA 026010 • www.fown.barnstable.ma.us Office( 508-862-4038 • • Fax: 508-790-623C PLAN RE MW owner: 3- (4-tLe--( Hi Map/Parcel: t ( y . 0 7g- 1 Project Address 0-4 �-ec� Builder: , Mt c-- b The following items were noted on reviewing: ' 0 . 0 • i2__ E---s c_i-f-c7c/(_. —. . - z a E- 5 -- I II"( , U 174t u CS. . . O . 1)=-) /1--c,_c__ g_3.0 . . da &A-s e ol L .o . - Reviewed by: . Date: . . J ■ e ` 71lir -• • �,0'� /;- . ./(1REScheck Software Version 4.4.1 Compliance Certificate Project Title: Addition to cape house Energy Code; 2009 IECC Location; Barnstable,Massachusetts Construction Type; Single Family Project Type; AddltionlAlteration Heating Degree Days: 6137 Climate Zone: 5 • I Construction Site: Owner/Agent: Designer/Contractor. 24 George St Joe Holland Shane Wood Barnstable,MA 24 George St M.Holland Sons Construction Barnstable,MA 1126 Main St 7812418099 Weymouth,MA 02190 joe.holiandepthehollendcompanies.com 7813354275 • shene.wood©thehollandcompanies.com Compliance,:me Passes ' Compliance 10.8%Better Than Code Maximum UA:130 Your UA:116 the%Setter or Woree Than Code index reflects how dose to compliance the house Is based on code tradeoff rules. • It DOES NOT provide an estimate of energy uee or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA , Assembly Area or R-Value R-Value or Door Perimeter U-Factor ' Ceiling 1:Flat Ceiling or Scissor Truss 105 65.0 0.0 • 3 Ceiling 2:Cathedral Ceiling(no attic) 297 43.0 0.0 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 385 55.0 0.0 7 Wall 1:Wood Frame,16"o.c. 1084 21.0 0.0 52 Window 1:Wood Frame:Double Pane with Low-E 97 0.290 28 Door 1:Solid 18 0.380 7 . Door 2:Glass • 36 0.330 12 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin has been designed to meet the 2009 IECC requirements in REScheck Version 4.4,1 and to comply with the mandatory requirem listed in the REScheck Inspection Checklist, Name-Title � � ture Date -1401..L.Ar.an . . .........,.....„...._,.. . „.,..„...._ • • Project Title:Addition to cape house Report data: 11/11/11 Data filename: K:\Holland flles124 George St-Joe's House-09-2010124 George St.rCk . Page 1 of 1 • 1 t ',-‘:?4,* ENERGY STAR Qualified Homes 0�04ERGY'STi9R Thermal Bypass Inspection Checklist Home Address: 2 A 6 EeJ2L-rE. 64-. )e., City: )-14 -",6 tl E State: AA- Thermal Bypass Inspection Guidelines Corrections Builder Rater N/A Needed Verified Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2(Walls Adjoining Exterior Walls or Unconditioned Spaces) All Climate Zones: 1.1 Overall Alignment Throughout Home 0 0 0 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) 0 . ❑ ❑ 1.3 Attic Eave Baffles Where Vents/Leakage Exist 0 El- 0 0 Only at Climate Zones 4 and Higher: 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be ❑ ❑ ❑ uninsulated in Climate Zones 4 and 5.) Best Practices Encouraged,Not Req'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) 0 0 0 12_ 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs,ICFs) 0 0 0 j 2. Walls Adjoining Requirements: Exterior Walls or • Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned • Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported Spaces • Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub 0 la, 0 ` 0 2.2 Wall Behind Fireplace ❑ ❑ 1 2.3 Insulated Attic Slopes/Walls 0 a_ 0 0 2.4 Attic Knee Walls .❑ ❑ 0 2.5 Skylight Shaft Walls ❑ 0 0 ,. .I, 2.6 Wall Adjoining Porch Roof 0 0 0 • 2.7 Staircase Walls ❑ ,0i 0 8 2.8 Double Walls , ❑ 0 ❑ E 3. Floors between Requirements: Conditioned and • Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) • Blanket insulation is verified to have no gaps,voids or compression. • Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage 0 ( 0 0 3.2 Cantilevered Floor ❑ 0 0 4. Shafts Requirements: - Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft 0 V 0 0 4.2 Piping Shaft/Penetrations 0 lig-' 0 0 4.3 Flue Shaft 0 -s- 0 , 0 5. Attic/Ceiling Requirements: Interface •All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape • Movable insulation fits snugly in opening and air barrier is fully gasketed 5.1 Attic Access Panel(fully gasketed and insulated) 0 ❑ 0 iff 5.2 Attic Drop-down Stair(fully gasketed and insulated) 0 0 0 ia • 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) 0 0 0 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) 0 V11 0 ❑ 5.5.Whole-house Fan(insulated cover gasketed to the opening) 0 0 . 0 l 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions 6.1 Common Wall Between Dwelling Units 0 0 ❑ Home Energy Rating Provider: Rater Inspection Date: Builder Insp otion Date: • p` Home Energy Rater Company Name: Builder Company Name: ,, A-0lid�^ +5 cuvi '� Home Energy Rater Signature: Builder Employee Signature:_ V e'>< ` ANDERSON STRUCTURAL ENGINEERING, INC. 764 PLAIN STREET MARSHFIELD, MASSACHUSETTS 02050 781-837-6949 FAX 781-834-6253 March 9, 2012 Mr. Joe Holland M. Holland &Sons Construction, Inc. 1 1 126 Main Street South Weymouth, MA 02190 Re: 11-165 24 George Street Barnstable, MA Main House Renovations Dear Joe, As requested, we have reviewed the adequacy of the stud posts for the 7'-9" maximum window openings for the above referenced project. The posts are 2-2x6 king studs plus 2-2x6 jack studs. Based on our calculations we find the posts are adequate to resist the wind and gravity load requirements of the Massachusetts State Building Code Eighth Edition. If you have any questions or comments regarding this, please don't hesitate to call. Sincerely, log Rie„ Thomas E. Anderson at'. Senior Project Engineer 46050 • -.TEA/tea . • 3 t`1 1 MAR-12-2012 10:31 From:ALLINONEMOORE 5088355973 To:15087906230 Pa9e:2'2 • TOWN OF BAUSTABLE All-In-One & Moore 350 Worcester Street 7017 tIA 12 A 9: 27 West Boylston, MA 01583 (508) 835-6229 DIVISION March 12, 2012 • M Ilolland & Sons Construction, Inc. 1126 Main Street Weymouth, MA 02188 Re: Job#2294955 "House" 24 George Street Barnstable, MA 02630 Ceiling—Demilec Heatlok Soy B-200 3"R-22.20 Exterior Walls—Demilec Heatlok Soy B-200 2"R-14.80 Blockers- Demilec IIeatlok Soy B-200 3"R-22.20 Foundation Walls Demilec Ileatlok Soy B-200 3" R-22.20 Cathedral Ceiling Slopes—Demilec Heatlok Soy B-200 4"R-26.60 Ceiling—Demilec Heatlok Soy B-200 4" R-26.60 Ceiling—R-19 Unfaced Batts Exterior Walls—R-13 Unlaced Batts Ceiling— R-19 Unlaced Batts Cathedral Ceiling Slopes—R-19 Unfaced Batts Stairwell Walls—R-15 Kraft Batts Stairwell Treads—R-30 Kraft Batts - Cathedral Sloped Ceiling—R-11 Quiet Zone Kraft Batts Fiberglass Batts were put over Foam. David S. Mathieu Product Specialist All-In-One/Moore 1 . 592 . . . • - I,, Gershom D. Hall, . • • o{_ Harwich •_ Barns table County, Massachusetts, • him., arr►ae,forconsideration paid,grant to Stana,ey lei. Dore,,. s.i arc: ^c:,' . ' ................... .!:-Q,....w x 7.12.::..:.i..P........_..:Y.;'._i.:......:_.. _ °:..c - . • • . .. of _a,r::, 1.o.'fulk C•our.t ., !Tar'scchu^et ts, with gttifrishn rnucnmds the land in . Barnstable., Barnstable County, .Massachusetts, bounded substantially' as follows:- (Description and encumbrances,if any] . • Beginning at a tack in a stake at the southeast&rly corner of lot 46 as shot. on "Plan of Land in Barnstable, Scale 1" = 40 f . 0ctober 11, 1944," Stanley M. Dore, C. L., 120 Monroe St. , Dedham, Mass..; ther_c.e . running in a Northeasterly direction by the remaining portion of lots • 46, 45; 44, 43,. 42, 41 and 40, all as shown on said plan, and 4.15 feet distant. from the easterly boundaries of said lots, for a distance of. ' . . . about 355 .feet to tl:e northerly _boundary of said lot 40; .said granted • premises being- 4.15 wide_ for the entire distance. . For my title see' Deed under power' of sale in mortgage, dated Deceriber . 13, 1938, and recorded with. Barnstable' County Deeds in Rook 547, Page 44. . Meaning. and intending to convey a strip of land four and 15/100 (4.15) • feet wide and three hundred fifty-five (335) feet in length from the . easterly side of the lots above referred to. . Nominal Consideration. • I, Mary B. :'all, liiAi f said grantor, • ' wife . . • follgireptopthecsamtexyc release to said grantee all rights of dower and homestead and other interests therein. Innen_._a:a3' hands and seals this seventh day of.... _..t:La.Y....... ............_......i9845. • • �:�. '� ,,1�% • Zip Qtamtamtmesltll of Sussutiptsctta . • darn .tOlo .:ss. tin" •7, , •_ • i9345. • . • Then personally appeared the above named......._._ Gershon D. _Hail. , • ' . and acknowledged the foregoing instrument to be 144 free act and deed,before me ly4 7 . . . :,., ,A,r.1 � • v. • My commission expires ` l 7 19 ; Zegirtn'ng at a 2oint near the southwesterly oorner of lot wgit,,,,,614:1>wv..*);**, 419 . • .•.";?•;,' "7Plan of. 7 anf.... n Tlernstabl Ses1 e 1" = 4-.0 . October 11, .1944 Stalaer,, core, C. E., 120-Monroe St.., Dedham, -Uass'.-F.whirek,-. Oiht-t..44 -.44tgiat.:'.. .liV: .. . .. • •. , • . .• • distant the easterly boundary of lot 33 as •shown on ..sa14-...planvi , then^e run in a or easterly direct ion 1)-y the remaining portion,'of lots Y., F., F, J, and ti--.at port ion of lot 46..:whIch is directly7.OppOSI.t,wr".. the boundary line be twe en lots• 26 and 25, as shown on said plan,7. and. 3-1 feet f.is from lots 33, 32, 31, 30, 29, 28, 27• and 26 for the • ::se.d.7ng nod otendin-L; to convey a strip of land three and arie-4alf feet .1,-1 de and four hundred (4.03) feet in length from our •vves t e rly • bc.1;nd, a s sho-,7n on s fe,7d.• :2.ven in exchange of other land the .grantee.f•or inzr;oef; of locat1:1g 1-•.o-ondary line so that certain garages will not 0:1 -of-way ex-E.Ire Z? ed. or implied. over rJn iri.I ereby . • •husband wife of•'said grantor;• . . tenancy by the curtesy release to said grantee all rights of and other interests therein. dower and homestead glihtesa "‘.;.= hands and seals this 01!) day of ... .32.-%17 • • . • . . • • • tip Conmumbsenith rrf.firassachuseits PEONAgi.A/PgS. ss Maz. jAk , Vh%:1[7: :•141.;41Vis' • ' . • Then personally appeared the above named..*77:401.4 g .1448..DORao.. PAtts HfieR AriPM(4 4 ,.AND 1YY..40..149 R.RI and acknowledged the foregoing instrument to be...thirk.....free act and deed, . • trz.t.r..-‘44.f.- • : . • • • -• • " . *. •7 a,4:atea•tiui, .• •• • My Commission expires f--; sk4,1e; '.044'..iist:%;.•••N., ........ $. ?..11 • . „ - Barnstable, ss., Received. September 1B, 1945, and is recorded. . Mr: /7-747.7- G L ANDERSON STRUCTURAL EN INEERI.NG, IN. • 764 PLAIN•STREET MARSHFIELD,MAS.S'ACHUSETTS 02050 1 7E11,'837A6949 . FAX 7817,8346253 Octobor 26; 20 . 1 I Mr.,..:.Joe Holland M, Holland &Sons Construction, Inc 1 126 MainStreet South Weymouth,.MA:0219Q Re;• 1.1-16.5 24 George Street : . . . . . Barnstable,M Main House.Renovations Dear Joe, . As requested,we have reviewed the above,reforenoed project;for conformance with the: wind and gravity load criteria designated in the Eighth Edition Massachusetts State i3uilding Code. With the addition of the structural items shown on the,attached drawings'the new construction will conform to said regvlrements; Please note.that our.review.is limited:to specific 'items shown: ;o Nother aspects of the construction.have been reviewed by us. If you:have auestions.or comments regarding this, pleaseont d ' he ny qhesitate to dolt. Sincerely, /I . , ___. . Thomas E Anderson .�� . . ,,1 , / Senior Project Engineer'. _ ., .:: °)` • C ', ��.,ir; 4 .. i'.... j�l �y } f Encl 46@ , . �': 1 i [ f G i ) f , k)Iii.. 4 , i , , 114 fi ,.... L ,1 # 7bir i rT7711 .... :5 - t IC i I , ) 1 i , 4 4 '4 4 '4 '', , u 0 1 co 43 CONTRACTOR PLEASE NOTE: DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO HOL LAND COMPANY DRAWIN65 FOR ACTUAL DIMENSIONS i ELEVATIONS AND ALL OTHER INFORMATION NOT. PROV1PED HEREIN. . STEEL FABRICATOR SHALL.PROVIDE ALL STEEL/STEEL- CONNECTIONS BASED ON REACTIONS SHOWN•IN PLAN SHOP DRAWINGS SMA 4J. FURNISHED TO OWNER.PER :. GENERAL NOTES ON DW6 5-5, ALL FOUNDATION WALLS AHL:BE 10"MIN THICK CONCRETE WAILS WON 2'-O°:WIDE BY 1.-0" DEEP CONCRETE FT45 41-0"MIN BELOW GRADE W/.2-M5 CONT TOP ; BOT OF WALL.W/5/6°DIA ANCOR BOLTS 91 48"04 MIN I'-0"FROM CORNERS TYFFIGAL. ALL FLOOR JOISTS AND RAFTERS SHALL t7E 2XI0' ` 016"ON CENTER UNLESS NOTED OT}1ERWISE. ALL PISS COLUMNS SHALL HAVE MIN 10 X 5/4 X 10 BASE PLATES WITH 4-5/4"DIA ANCHOR 150LT5 BEARING: . DIRECTLY ON CONCRETE(OR OTHER STEEL.k1E- ER), CONTRACT SHALL COORDINATE OFFSETS/BOLT SPACING ETC,WITH EXISTING CONDITIONS: ALL.HEADERS IN INTERIOR BEARING WALLS SHALL:DE 2-2X10 NV pot .E.IAGK$TVD5 EACH temp.ALL. HEAPERG IN EXTERIOR BARING WALLS SHALL 15E 3-2X10 W/DOUBLE JACK STUDS EACH END, 24 GEOR6E STET ALL.EXTERIOR POSTS NOT SHOWN SHALL BE 3-2X6 BUILT OARNe1T4451.S. A INTEREIORX4 BUILT UP,Glee :GENERAL.NOTE.SOLI?BLOCK EETY1EEN. MAIN kOUe RENOVAT 10 FLOOR TYPICAL: ��;I�f3f1.1 A�ersOvu �tiT4C1;'UT(tl ,�,n� T A neeri9, 1 , . 764 Pion Sir.et Sc a.A4 NOTED MarsJ f$d, hu 02060 . Dws•II-IS5 ..I ,x ")Y is t &i.i.tott t y °a ; 3 E i. Er 1 .g s 1 I ! t+% f, )71 ' 1 1 1t 1 , r 1 i ' n 4 z - , , / i t . 'i L i I , f I j i -- - . r4 . �s..i.,, f «y 1. �, 1 ((HMO (� ' .......................„.............,,„...___,.. . __,............ ,_ v ,...........,,,,„,00,.,.....,............... ... ,:;., _ _ _ _ _ _ _ 24 G ORCE STT IBAR,0TA(i6E. : r 'sC4418E 1'T3(. IN I—lOUSE RENOVAI'IO1 f Date:10/3/1I Anderson Structural ,p„► ar TEA Engineering, Inc. Scate:A6 N011E, Xaaslrield .M,4 002050 . JAeg.l-I65.5I. • ', •• ) • ' i "'le' ' '4'‘IC • •i( i- 11 - e'. . s X I. f { t r i. e C f' : r ; , .i 1 • [ 1 1 .: ' • J ,�. .I 1 • •!. 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T_ II Engineering, I . . 764 Plain Street Scale;AB NOTED Marshfield, ma 020S0 Dwg i1-165-- l . Iwf`' 04 ► f. 2Xe ie s • • . . • • • • • • • • - • • .• 641p1A 1. <4.../.:;• ^C't ' I)). .6.. l'. ..4. ....: Vi.:1JZ'. ..h.e.N. .'-. . : . .• ' . 0 . 1 I 1 . • • • I I . i; 2�¢ (O STD ;_ i, ETAEy E. M�,y" fi` • MAIN NOU$E •f NOV,4TION • . Date IG�/3/li Anderson St7ugtura! D►+a Brr• t1^ n 7lee7-%n9, Inc. • 7s4 Pion'Street scale:AB NOTEP. Marshl'ieki, Mil.O OS° Dw8,11-165-..'5 . 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P 1 �; �- . p.G• Lo.ti • Pc)• 64 . • . . :.. .-.•. .. . - ' . . . :.:. . -. .. -. u / 9 0. e G!'. Oc e 1 • „3j• rL.a • t.d- a 17'oc f quo _ _-- �• • : �G �4• im u -x, o - . i . f . 14 . • 'Intl.' • • ii, P 2 i o /6 nna 1 . . f ' . .'. .1 : 1 . • :'' ''-'7-- Abt.).64 100( •• 4•43./itie .. • • .. . .. . 4•• • u0.. :,p, . .. . l` � I'-a`iM iu R ui L ..w--°i` ' ...-: :. . tMe. 6:.° 1.' .$:.: • . ..: ."-. -Stiti5 O•ii) . .f044-(4. .. O 5: rf- .. . .. .. 8 24 C EQ - ST ET • • sTAflLG, , t1400. "tra, . . MAIN OU$ NOV,4TlcN 44te-1 /3/il 4 isrspn stru414rai 1)7,, . INA S0a40;A0 NOTED •MarfieWr MA 002060 flWg i°=16541e A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Holland Residence 24 George Street—Barnstable, MA Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110.mph .: _4_ Wind Exposure Category B P 9 rY — — 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_2_stories <_2 stories 21 Roof Pitch (Fig.2) 5/12 11/12 5 12:12 J— Mean Roof Height (Fig 2) 12&15_ft 5 33' Building Width W (Fig 3) 15&_31_ft 5 80' 4— Building Length,L (Fig 3) 19&_36_ft 5.80' —4— ' Building Aspect Ratio(LIW) (Fig 4) (1.3)_1.6 : 5 3:1 Nominal Height of Tallest Opening2 (Fig 4) 6'8" .5 6 8" _ 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 4 2.1 FOUNDATION Foundation Walls meeting:requirements of 780 CMR 5404.1 Concrete j Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only. Bolt Spacing—general (Table 4) _45_in. 4 Bolt Spacing from end/joint of plate (Fig 5) 12 .. in.5 6"—12" Bolt Embedment-concrete (Fig 5) _7 in.a 7" _ Bolt Embedment-masonry (Fig 5) in.a 15" N/A Plate Washer. (Fig.5) >3"x.3".x'/<", 3.1 FLOORS Floor framing member spans checked. • (per 780 CMR Chapter 55) 4_ Maximum Floor Opening Dimension (Fig 6) _9 ft 5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) 4 Maximum.Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) .8_ft 5 d N/A Maximum Cantilevered Floor.Joists Supporting Loadbearing Walls or Shearwall (Fig 8) _ft 5 d N/A Floor Bracing at Endwalls (Fig 9) 4 Floor Sheathing Type (per 780 CMR.Chapter 55) _ii Floor Sheathing Thickness (per 780 CMR Chapter 55) 3/<_in. . —2 1-- Floor Sheathing Fastening (Table 2):.. 8_d nails at_6_in edge/_12_in field 2l Wall Height Loadbearing walls (Fig 10 and Table 5) _8.0_ft 5.10' _4 Non-Loadbearing walls (Fig 10 and Table 5) _8.0_ft 5.20' _4 Wall.Stud Spacing (Fig..10 and Table 5) 16_in..<_24":o.c. Wall Story Offsets. (Figs 7&8) _0_ft 5.d N/A 4.2 EXTERIOR WALLS3 Wood Studs. Loadbearing walls (Table 5) . 2x_6 _8_ft_0.0_in. _d Non-Loadbearing walls (Table 5) 2x_4_-_8_ft_0.0_in. 22 Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) _sf Gypsum Ceiling Length(if WSP not used) . (Fig 11) _ft a 0.9W N/A and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. . (Fig 11) N/A or 1 x 3 ceiling furring strips.@ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays _i1 Double Top Plate Splice Length (Fig 13 and Table 6) _6t _1 Splice Connection(no.of 16d common nails) (Table 6) _Co_1 _� AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Holland Residence 24 George Street—Barnstable, MA Loadbearing Wall Connections Lateral(no of 16d common nails) (Tables 7) _2 4 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) 2 21_ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _8_ft_0_in.511' Sill Plate Spans (Table 9) _8_ft_0_in.5 11' Full Height Studs (no.of studs) (Table 9) _3 —An Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _3_ft 0 in.s 12' Sill Plate Spans. (Table 9) _3_ft:0_in.5 12" —)1— Full Height Studs(no.of studs) (Table 9) _2_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 _6'8" 5 6'8" )1 • Sheathing Type (note 4) WSP Edge Nail Spacing (Table 10 or note 4 if less) 6_in. _)1- — Field Nail Spacing (Table 10) __12_in. _)1— Shear Connection(no.of 16d common nails)(Table 10) _3 )1— • Percent Full-Height Sheathing (Table 10 see attached 27) —Ar 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) --V— Maximum Building Dimension,L Nominal Height of Tallest Opening2 6'8" 5 6'8" )1 _ , Sheathing Type (note 4) WSP Edge Nail Spacing (Table 11 or note 4 if less) 6_in. _)1— Field Nail Spacing (Table 11) 12 in. Shear Connection(no.of 16d common nails)(Table 11) • _4_ Percent Full-Height Sheathing (Table 11) see attached_% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) )1- — Wall Cladding Rated for Wind Speed? _•4_ 5.1 ROOFS Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19) _1.0._ft 5 smaller of 2'or IJ3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U= 303 plf Lateral (Table 12) L= 176 plf Shear • (Table 12) S= 77 plf A/- — Ridge Strap Connections,if collar ties not used per page 21... (Table 13) T= 227 plf Gable Rake Outlooker (Figure 20) _0_ft 5.smaller of 2'or 112 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U=_4171b. Lateral(no. of 16d common nails)...(Table 14) L=_1481b. 1-/_ Roof Sheathing Type (per 780 CMR Chapters 58 and 59) 3/ Roof Sheathing Thickness _5/8_in.a 7/16"WSP 2-1 Roof Sheathing Fastening (Table 2) 8d@6"E&6"F _4_ Notes: 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 Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas:.110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Holland Residence 24 George Street—Barnstable, MA 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: is 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 naili 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 WWBNPloUS1wT 1O DO@;tenon nLAMLam. . ATAba "" -- U 0 . � 1, p Ii 1, s ,; s : , i, 4 It 9 ii g i i[ 14 '. , r . :.unq a . I. (nn7 ;.� 1. il. Ij , .11 1 17 �11 la ./1 IYI II I ,I 'I t . '. isimi _. . . •DOUBLE EDGE +i it a.+-.re:O r..— STAB /---- .II:. NAIL BPACLNG -1`1 NAIL PATTf1iN •. PANS I.. PANEL 1 vrl . PANEL EDGE- DOUBLE NAIL EDGE SPACING DETAIL See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment 5. N/A-denotes items that are nct applicable ii+.5 • ' 1,..o1/.07.6 .-tt-- A-1 -,4 ,54.4 . 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' , _ ri r i: ' r 'ems• aEr 4* 7 ,1:r„�'"Y� IY .1: . 4 (1jTI k 4 ��r�I 'i.."4lr `�1 cif t'I iipr9 :I j � '' 4 iiik :tg 17- -. , § {:,...,,t ��C11 ( f 1;�¢I« ,U`.V'''�`.1r47�1 - [[4 .(i a iIr ■l■1(i ,:a 1�4.1•'.,. f � ,p '. Ild "1 b '"'- Jr l-..',�,,,EA a 111!'.r }N.■■ I ■Y I I I '. 1 byrB r ' ; i -+i,h.rd r . t: ( 11rr�. ,:'r'1. .7 $' ry® ,..,..,�'ili� .` iii A x< i i. 1'1iJAI,,.. ;, .'i I�., .,, •�s ,.F.;p `'''7 I i'A✓ rem 1 1 (1i, "I 1 i1 ' L �, t - pi. .�'r. 1 :1. �t � c'��r'flb 11111rt'1 �,� r `. 1'� ,1tfi .-1 tti� � JIu .i I i E. r d�al''Iw4'Jtu 1:' t , It.l �ya1..INUMW"l lli�i'.1 ,1 : P ia! q •� T ;F.,. IP iif ,t�11;'a I (�I, 1 4'K '3 a :. y' 1(11 r'i l' .1.J I � 1 i �I i I'�f F J'��i�. Alt " is • L aX I"11 i, Yf J , , 1 t r y a-1,,� � ¢ 4 M, 1 !( i0: jl (�` �: / \ -!J `l F � � ma's �wr ;� E Rear Elevation ��,. • r7vi�•u•�,;, ` � �t ,�.. �" • 24 a • MAe@A^ •• _ MAIN HOUS -RENOVATION F _ Actor I( /a•rit .9Ttrsr7tl sfTuotuT[>i am �f. e7*dT1g Inc. _ s �_ Egtyi�►e. G�,A3 NOTE Marshifi(� 02050 4411-'1 5-$,T[ .S , q a/tom dl I v -- ' "5=— - - -- _ // ,r41-;-ri LI?' 4,14tt..-;,-,''-1-'-...._, F•1 5 soM .r i ,&?:. . _ 1 (1 Ii 14 t 1 �t i�a c 44 ► g' V. .t, a l ip " - 3 f',A "+a- Liam fml C hEr°/3 6.eqatPi 6lz , , ,- .,,,,,,, 4...,,,,, i 111 -_, 1 f'.1 , -, tia .- ,H'a,,,r, 1 lnwwwr r at . `a`S.v,,,.:„%*t' w a> 7 I ,! ,. 1 w7'aa-fry. _ -- _aECANt .,t d �,vA4 1= le 't ^4rx ` , "3s4 a:a ..-.---'',-.'—,--I 11A1i'-' ■il 1 4a +x r, j ai , ck".x, ,.y 4xr.,p rr i .k itr� r1_r 17 I`I i 1� r -0'�ate 1kk v",'�! '"4 a j .t i �';�} 1 i 1- "�1� o f 7" i 1 l a e7• ti'1 AK .� r a 4 r orm s„{1,T'II.T4 A!Jik\:' 54,,,,,,,,,,,,,, ,,,, -.: ..„,,,, ,,,, ., .74 , ,,,,,,,,.,.„,,,,,„,„„ 7,./...„,,,,,A s' \''.,,-., .\ 6 , 7,`;',,,S CD Right Elevati•on it — Cgs 1 .• ., ' :1 5 1, . . 1 , t 0 ' I iSi' ^3 ! 1'�'"a.'./ 19.4 .i i L FIr t� k�I a T spar ".i » 5 4) 24 CgORC E STREET MAes MAIN }-IOUS RENOvATIO A «;14J/ in Arden= st tural p,. , I. _ ED reerd7tg, Jnc. Sct j , 9 NOTED Marshfield`1 2050 'E4,57!'' 't • • 4 f �!R'jfal�� ,IrTF� ��;�.i 'd r.1 (17" .�r x ,_..T u MIii min"•�ii , : i -. . ' . ',z1,- -io . ,---- .i,,, 1„ : ,. _ 3 ......t ..,,,,, , : t':.ri' 0 al I, , )..,i r.,..„..,, ,... ...A'.,._ww, p' k., T.4..r1�.�f.?i'-.4_I.1-1.1 t tmo -AI.1- 7,I ,j 1 4, . .-hi, ;n • 0 Left Elevatio ' 8 oNi (5slNb ) 1.- • • • jf1 i i • • • • I . • I . • • • • • • • • • • { • 24 PEOF,GE STREET • r3AhT19T L�. MA99 .PALSETrg MAIN NOUSE RENOVATION Patg,°I ►/ `/I t A dersim St aillii az J r>_4 Egi�eing, inc. r $arxl�r;AS NOTED I(arslyiei stow* ewe II-165 51 7 • : .,. . ... . ..• , . : . . :, I. . ..•,_..,,,. . . .-- ,. ...4..-•.,e. .. ...")60- . . :-44,.. . i.40:',4. ...1:..1.. ..-9. 41. .• •• •e4,-. . ..,• •:.•• ,• .• • : • 1 GdMO Lr1 pu S. : 00,J". .. . . ---_.. - .- a• wow v fr ,E. is r, 3 , 2 . • . .• .. - - . . : - :• .. -. • .."..":. .• • • : • t•f* ..• .. - S. tt. 2 2x4 •STUO kT •• • • • •61 . f`,i&cj P! Nrt r!�•tv�j -• °�•2V6 • . . .61 Cv tuvelt o$ 'S . rtele4z kei4•g. wit, .V4-,..)-e . 7 . 1L MiN Tµ. i,.. Nhi , r /. i.l ' I41CG C 6W' :/ (1"pC . f L4. (41 f c7 .: •• • • : ••ONGW$ ,uoi 9 irfie 0-4. .tr . . • • .. , • pf: :4K4 s4 t-c• .soy. 3'erKi'. .. 5t" " . . . . ..: . j . : m. +v. e �. $ . . . 4 les.` fNr') u1at,L qy• d ei .T•r. p 1. '441 Lii; . ' F. . h'f----:. ; bt)'-Att., - 5eert6A..„,) • • .3 . . • , ,• ___m_.._ _ • , . . . ''. . ::. ( .1 iif 1. • • • . . . • • C2 24C F.G 'E ST ' 111. I �.4FTI6TAFE, MA89• ; MAIN HOUSE FP,,ENOVATIO 11 • Doc Irza/3/I1 .6w. ..• A Saae'i4d N J(R1'* ��05'0 - - 4 x 1 • • Npi' 9q• 40J 0d. € 6 YQG 6.141 Pray : 1 - . 6e� f : 1Z• ' oc it.' eta �" o� I j 2 4 ew6vwc )oi tS. e . . . 2 -. 6111 9R A14d400'1 ") -. . ! 1V - •• •(S.ef cttect S f roil_ )p./04 rN 1 • . • • • • . ' . ••• • '.. : .•. •'•• •,...' : :• ..: ,'' . ' f0k. M ... , . 1 rbra._. 1p .. . . .,,,_, if. .. . . . . , . : . . . . . .. .. H :_ :. ._( .4017 .. .-.0",,"e.!. *fra: •---'.( - - . • • • •': : :. .' .. .--.. . :-. .: . :•'. . .. .• •• -:' .: • ••• ••• - ... . :.. .-. • • • 4 4 4 �� STD . sra�l.e, - mAaaTpauetrrrs MAIN 1-1OUSE RENOVAATION •gig, I-t A __.._ -- 7e4 P4afa Sheet _:� _..— a. . . Seate:A6NA1gP �Ate~rstfi"►ek4 ,ua AzoSo PK!'i1-16 -615 gt.nlRAt NOTES• . • . . . I LOAD CRITERIA . 1 Snow load Ground snow 1 ad . 30 ps e 2. L-ive loads: . Attics with storage : • 20 psi • Attics without storage 1 • • l 0 ps Decks, Stairs, Fire Escape'- • • zi0.ps Exterior Balconies 60 ps; - Rooms other than sleeping rooms; • : • 40 Ps• _ Sleeping Rooms • - 30 ps: Passenger vehicle garages . 50.ps- 3 Wind load design based on 8 ;edition oft e Massachusetts State.Building Code for One and Two Family Dw llings:and s•ction 5301,2.1.1 item l. . .• . Basic wind speed(3 second st). • . • • 110 mph Exposure Category B. . II. FOUNDATION NOTES 1. Footings shall be carried to el-vations sho :on drawings and deeper if necessary to obtain a safe bearing of 1.5 tons per square foot. 2. All excavations and foundation constructi,n is to be in t'he dry and no concrete shall be placed in water. 3. No footing shall be placed on frozen soil. 4: Where it is necessary to raise a grade bel I w:footing, f 11 shall be•placed in 8" layers compacted to 95%or ASTM D 1557,Method D,Pr a ctor Test. . . III. CONCRETE NOTES 1. All concrete work and reinter ing bar data is shall conform to the latest A.C.L.Code and Manual. : 2. All concrete shall have a mini 'um comer:ssive strength of 3000.psi at 28.days: 3• Minimum protective cover fo reinforcem.i is unless otherwise provided for a. Concrete placed against e.i 3" b. Formed concrete exposed t, earth, west er or water, 2 . 4. Reinforcing steel shall confo i'to ASTM 615-GR60: . 5: All necessary sleeves arid inse is shall be f finished by the various trades in full cooperation with the Contractor. 6. Provide bar supports,spacers •rid accesso_ es recommended by the.A.C_I.Detailing Manual All detailing nit covered by these notes shall b in accordan e with this same manual: IV, TIMBER NOTES , 1. Stress-grade lumber shall be i accordance .th"National Design Specifications for Stress-Code Lumber and Its Fastenings"by the Nationa Forest.Prod .cts Associaton(latest revision:):. • 2. Framing lumber shall be SPF ~J/#2 Fb.A 8 5 psi,E- 1,400,0.00 psi not including adjustments or approved equal or better. . 3. All post loads are to be follow d down to solid foundation, General contractor verify in field 4. Provide solid blocking in floor framing and r all posts unless otherwise noted, 5. All work to comply with state +uilding:cod. requirements. pressure . 6 My timbers and beams expos d'to weather shall be treated. 7. 4x6 and 6x6 posts shall be Do glas Fir.#2, outhern Pine#2,or better. 8. Rafters fastened to multiple m=rnber ridge yearns shall be fastened to ridge with a minimum of 6 16d toe nails (3 each side)or proper metal .;anger or ape roved equal. 9. Provide a minimum of a doubt. ;studs(nailed as a built up post)post under all floor beams or multiple joists and headers un] Ss otherwise noted. 10. Provide suitable metal hangers i pr all flush._embers unless otherwise noted Coordinate finish with material .attached,, 11: : Provide Simpson H2 ST hurrie•tie ties for a 1 exterior rafter to wall connections. . . 12, .:Provide Simpson LSTA18 stra„S conzectin e opposing rafters at ridge if collar ties are not used or installed per code. II. Lap exterior wall sheathing at t oor.levels. 14, :APA.rated Sheathing. Wall 4", Roof 5/8", `loon 3//"., Fastened per 780•ClvMR Table 5602.3 1 and Figure 56-02,10,5 unless superseded b more string°n.t specifications: 15. Sills shall be anchored to found=tion with m nirnurn 5/8"diameter anchors with minimum 7"embedment am : spaced.at 72":o e.maximu:m, 1,"maximum from corners and no less than.two per:wal_l segment. Plate washers . :3"x3'xl/4''. . I { V. P"-ENG;ENTE:RED LUMB a 1 Two or three Laminated Ve eer Lumber LVL)beam, top loaded only, shall be glued&nailed with minimum two rows of 16d n tls at 12 ino,,es on center.Three LVL beam shall be fastened from both sides, unless noted otherwise: Side loaded LVL beams shall be fastened ith min mu , two rows of 1/2"dia:thru bolts at 16 inches on center staggered unless noted other Ise, Refer @ LVL=nuf:eturer for additional infom atiori: 2. Provide heavy duty connecto s for any:L.- L's that are 'ush.framed: Submit proposed connections for approval,unless noted other use ,U.1`:N.O. , 3. Provide 3"min:bearing uncle L,VL's,unl-ss flush fra ed,(U.N.0.), 4. Laminated Veneer Lumber( VL)shall h.ve.a minimu 0 . Bending.stress(Fb)=2800 psi, Modulus of Elasticity(E)=2,000,000 psi 'Horizontal hear(Fv)= .85psi, Compression perpendicular to grain(Fc)_750 psi: Any adjustment factors s i all be appro ed by struc ral engineer. 5. Pre-engineered lumber shall se protected I om moistur: during construction 6. Provide necessary bracing du,ing erection to keep mem•ers plumb and secure: 7. Refer to manufacturer's speci nations an• notes for ad•itional information. 8.All hangers noted are from 'S rxipson' or a'proved equa VI. STRUCTURAL STEEL NOT 1: All structural steel shall be de iled in acc rdance with ii e latest Manual of the A.I S.C: and American Welding Society and shall be 'S.TM-GR5 . 2. Shop connections shall be we (led or bolte . 3. All field connections shall be :1(4"high str ngth bolts .N.0.): 4. Paint structural steel,one sho. coat.Howe er anchor b•lts and steel enclosed in concrete shall not be painted. 5. Welding shall be done by an .,.,proved ce Tied welder. 6. Contractor shall provide all br:sing and s for structu al steel during construction to ensure stability of building and plumbness of col ruin. 7. Contractor to provide additio .1 bolting an connection. as necessary to conform to current OSHA requirements. VII. EXISTING BUILDING NOTE. 1. The Contractor shall verify all existing con itions at the .ite and report any discrepancy to the owner before proceeding with the work. 2. All new material shall be subject to verif c tion of existi g conditions at the site by the Contractor before material ordering and fabricati i n 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION •Deinool 1 ec /O Map S l 1 - Parcels 07 8 . .. P pp ication # 0 D I t 6 t 6 3 Health Division Date Issued I t ,. ie. d,(( i )3 Conservation Division0-e----- Application Fee 5-0 /00 Planning Dept. Permit Fee I, (0 ' c Date Definitive Plan Approved by Planning Board _ i2--- Historic - OKH Te-M1-4NS Tb Preservation annis _ 'Ft?R G�•a.KG S7 G Project.Street.Address 2-Li a o RG 5r. Village--"`3ARI\Lst-rtF i� c F occ ,-- Address‘( / 7 r / �Own2r�L,JthS��-/ � �/ flI LLB T 9n/1) - =� c_.- - � . ` _ i��N / Telephone 78/ 335 4Z 75 Permit.Request Deena�44 ex's/m.7 .S v k cep, qar rp awl �-e. u/ C A/Q-P\/ f v1.() - C.fe (1Q P-et 4, , k)/ ez r-e.c_ roams c?4,e/ ,l/- hqg,aa.v7 e .0 Square feet: 1 st floor: existing f 00 proposed (0/5 2nd floor: existing 0 proposed 675 Total new I1Il iv) Zoning District /3 8 Flood Plain qo Groundwater Overlay ' Project-Valuation 4 `'ioi 000 Construction Type :N ./ Lot Size `,OAZ _ 5 Grandfathered: ❑Yes f�No If yes, attach supporting documentation. ' , Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) f j Age of Existing Structure 56C 5 Historic House: U Yes Alklo On Old King's Highway: ❑Yes Ao Basement Type: ❑ Full Xrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 _ Basement Unfinished Area(sq.ft) Co'TS I Half: existingnew S0 Number of Baths: Full: existing_ C71 new QS Number of Bedrooms: 0 existing ce new Total Room Count (not including baths): existing _ I new 2 First Floor Room Count a.. Heat Type and Fuel: ❑ Gas ❑ Oil Electric ❑ Other '0 Li Air: Yes XNo Fireplaces: Exis ';.1 ❑New Sd Existing wood/coal stove:ve: Yes No ,) Detached garage: U existing new size"4 001: U existing ❑ new size 'Bahl: U existrrig new size_ ® Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: ' ¢ - d Zoning Board of Appeals Authorization ❑ Appeal # Recorded❑k Not Commercial ❑ Yes Jo If yes, site plan review# ii 750 v .S 'V I Current Use RivmT� t�v� ��it/ Proposed Use �', °r- t. � `� • APPLICANT INFORMATION . (BUILDER OR HOMEOWNER) —Name /I/Ct/ et #ot'-L4,vD :'Telephone Number 78 I " 3S5 - 42_ 75- -Address J> ', --V,"jj/ sori/.S Coivs uc11oNLicense # C$ S5/03 /`/? 11 j 577, _-�'`_` 1 s Home Improvement Contractor # �3 2 78 p _ _ I k6/ .aett / "14' O Z/?Q Worker's Compensation # , C,0065/J 0 73 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Uiv/'TED tA,%s7 ' 'SIGNATURE HATE /t -06- 2CY/ ... .. FOR OFFICIAL USE ONLY , [ APPLICATION . . i z A # • --7 .. , .- .e•7 . .. . _DATE ISSUED '.:... ...1.. ....= ;:- ,...•:,4:N. , . - " .,-,.••• t - . . - . ‘ . . • ti ,... MAP/PARCEL NO. - . • .-- - -- - --, . . r . . . ,.. ;-' .',.' ' , ;,...', . . . . -1 • ,,,,, ..,. ADDRESS- . . • . VILLAGE . : .. . i• OWNER- . • - ..... . . . . . .. . . . . , . .. . , . . . -I, DATE OF INSPECTION: . . .-" P. ,...4"..) 1 ' , , e A 's_ ... F.FOUNDATION L)A-1-.1"2-.---(0-1 ,r: ip , . . •, _. . .. FRAME ( - / S-/ - 5" pit__ . — 9-/ S c PR— . _ . INSULATION! 4 -"'j:-•• i •a,. ...,c-co..;-,, Pit- FIREPLACE E ELECTRICAL: ROUGH ',--',.4' FINAL . ,:. •).. , !.; tr PLUMBING: ROUGH .iiii' FINAL ,-,.... ---_-,,, GAS:? -,...;,-:.-. ROUGH k--..t,.•,,,,,,-,7 .,:-. :':-- FINAL t 0. .,.., •%1\FINALBUILDING12 , -;i1:1,ii... ; .,. •t', !' • . ,..: ..., • .. , , , ,... . . . ,, ,,,,fi.•:: ...--' DATE CLOSED OUT -t •... _ ‘..'4/7; ... .. • ., ASSOCIATION PLAN Na. ';--1%ic • . . C. 6 ,• . 'r . _ , r .--='• r ,, • \ i 4-1 i.el 1 --:' f C../ �oF 14 .,,. --11 . BARNSfABLE, Nii:59. A!) Town of Barnstable — Regulatory Services Thomas F.Geiler,Director 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 Property Owner Must Complete and Sign This Section If Using A Builder I, ci 05E1D H-1- f o(_t_Iq v-40 ,as Owner of the subject property hereby authorize /7 2ttiyly) 1 SoivS , Canisr2ucr/a Alto act on my behalf, in all matters relative to work authorized by this building permit application for: 29 G-E-oi2GE Smear-/ S.92NSr/18LE j /'-e*- 026gO (Address of Job) i/�./ /J- / . Io - OS-OW Si ture o Owner Date do5c`PPt "Flo LLAr iD Print Name . If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. • C:\Users\decollik\AppData\Local\Microsoft\windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 . `�FZHE TpL_O� Town of Barnstable BARNSTARLE, • Regulatory Services MASS. ' Ecr a. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection C&4 Location ( I2-6-E Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: IV/L. p A (14 elLs ��- 8 5 11 L,,C lTZ- f _ c K $ p u-t f( 6 , P6- A S P. Gam, S S err P/Zvr�c-77€0 1\r cico r-r As /� JR/ (L K sP�-� J Please call: 508 2-4038 for -inspection. Inspected by ., ---ct—L Date / 24 G2A- e -freest;Bnsab�^e- 2 9+ fit + � ,,t i} P r I � � '' prep. �% �'4 'b '.�i - •♦ A q • • .e ' • s ' C jai _ • # "� E •i. 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'....., "k. _ .„. ...., . . .... .,,_ REScheck Software Version-4.4.1 Compliance Certificate • Project Title: New Gargage with living space Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Glazing Area Percentage; 13% Heating Degree Daya: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 24 George St Joe Holland Shane Wood Barnstable,MA 24 George St M.Holland Sons Construction Barnstable,MA 1126 Main St 7812418099 Weymouth,MA 02190 joe.holland©thehollendcompanies,com 7813354275 shane.wood@thehollandwmpanles.com Compliance:.Passes using UA trade-off • Compliance:15.6%Better Than Code Maximum UA:96 Your UA:81 The%Better or Worse Than Code index regeas how dose to compliance the house ts based on code tradeoff rules. It DOES NOT provide en estimate of energy use or cost relative to d minimum.00de home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 2:Cathedral Ceiling(no attic) 609 43.0 0.0 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 554 55.0 0.0 11 Wail 1:Wood Frame,16"o.c. 629 21.0 0.0 31 Window 1;Wood Frame:Double Pane with Low-E 82 0.290 24 Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title i ature Date • • • • • • • • • - Project Title: New Gargage with living space m - - � Report date: 11/11/11 Data filename:K:11-lolland flies124 George St-Joe's House-09-2010\24 George St garage.rck Page 1 of 1 i r - ENERGY STAR Qualified Homes EVERGY STAR Thermal Bypass Inspection Checklist q /1 Home Address: 2'4 L7 Fla-eme. 64.. )`t, City: t-IS•'��I�it. State:N " Thermal Bypass Inspection Guidelines Corrections Builder Rater N/A Needed Verified Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2(Walls Adjoining Exterior Walls or Unconditioned Spaces) All Climate Zones: 1.1 Overall Alignment Throughout Home 0 ,la 0 0 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) ❑ ❑ 0 1.3 Attic Eave Baffles Where Vents/Leakage Exist 0 El ❑ 0 Only at Climate Zones 4 and Higher: 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be ❑ ❑ ❑ uninsulated in Climate Zones 4 and 5.) Best Practices Encouraged,Not Req'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) 0 ❑ 0 la 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs,ICFs) ❑ 0 0 J 2. Walls Adjoining Requirements: Exterior Walls or . Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned • Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported Spaces • Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub 0 �. ❑ 0 2.2 Wall Behind Fireplace ❑ 2 0 2.3 Insulated Attic Slopes/Walls 0 ❑ 0 2.4 Attic Knee Walls 0 121 0 2.5 Skylight Shaft Walls 0 0 ❑ E_, 2.6 Wall Adjoining Porch Roof ❑ 92.- 0 0 2.7 Staircase Walls 0 . - 0 .l 2.8 Double Walls 0 0 ❑ i- 3. Floors between Requirements: Conditioned and • Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) • Blanket insulation is verified to have no gaps,voids or compression. • Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage 0 (- 0 0 3.2 Cantilevered Floor 0 ❑ 0 4. Shafts Requirements: 1 Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft 0 El El Piping Shaft/Penetrations 0 �/ 0 ❑ 4.3 Flue Shaft 0 Iff 0 0 5. Attic/Ceiling Requirements: Interface • All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape • Movable insulation fits snugly in opening and air barrier is fully gasketed . 5.1 Attic Access Panel(fully gasketed and insulated) ❑ ❑ 0 Iff 5.2 Attic Drop-down Stair(fully gasketed and insulated) 0 0 0 ,a- 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) 0 0 ❑ • 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) ❑ 1711 0 0 5.5 Whole-house Fan(insulated cover gasketed to the opening) 0 ❑ . . 0 • El.-' . 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions 6.1 Common Wall Between Dwelling Units 0 0 ❑ Home Energy Rating Provider: Rater Inspection Date: Buiillde1rr�Insp otion Date: • Home Energy Rater Company Name: Builder Company Name: r,, 1c�-4 J1d4. ,s /MCA'' CFI"'- Home Energy Rater Signature: Builder Employee Signature: ` c-.X. f "",r 'R-12-2012 10:30 From:ALLINONEMOORE 5088355973 To:15087906230 Paae:1/2 •s■,; TOWN OF B RNST LE All-In-One & Moore7012- 1 . 27 350 Worcester Street West Boylston, MA 01583 (508) 835-6229 March 12,2012 M Holland & Sons Construction, Inc. 1126 Main Street Weymouth, MA 02188 Re: Job #2294955 "Garage" 24 George Street Barnstable, MA 02630 Cathedral Ceiling Slopes -Dcmilec Heatlok Soy B-200 6"R-39.90 Cathedral Ceiling Slopes—Demilec Heatlok Soy B-200 4"R-26.60 Cathedral Ceiling Slopes—Demilec Hcatlok Soy 13-200 6"R-39.90 Blockers—Demilec Heatlok Soy 13-200 3"R-22.20 Garage Ceilings --Demilec Hcatlok Soy B-200 3" R-22.20 Garage Exterior Walls—Demilec Hcatlok Soy B-200 2" R-14.80 Exterior Walls—Demilec Heatlok Soy B-200 3"R-22.20 Exterior Walls—Demilec Heatlok Soy B-200 2"R-14.80 Cathedral Ceiling Slopes—R-19 Unfaccd Batts Garage Ceilings-R-19 Unfaced Batts Garage Exterior Walls- R-13 Unlaced Batts Stairwell Treads—R-30 Kraft Batts Stairwell Walls- R-15 Kraft Batts Exterior Walls-R-13 Unlaced Batts • Fiberglass Batts were put over Foam. David S. Mathieu Product Specialist All-ln-One%Moore ANDERSON STRUCTURAL ENGINE'E.RING INC.L 7:b4PLAIN STREET MARSHFIPLD MASSACH'IJSETTS'02Q50 781-837;6949 . k. 253 October 26; 2011 . Mr;.Joe Holland M.:Holland'& Son_s•Construction, Inc;: . 112b Main SStreat • South Weymouth, MA:02190 : • Re; I1-�1'6 .24 Geoi,ge Street Barnstable, MA - Detached Garage Dear Joe; As requested,.we•have reviewed the above referenced project`foi conformance withthe. wind=and gravity`load,criteria designated in the Eighth edition Massachusetts State Building Code, With:the addition o.f the structural items shown on the attached=drawings't:he new . construction will .conform to-said requirements Please.,•note.that our,review is limited to=specific itehl .--shbWh.,No other aspects of the construction have, been.rev owed by us If•you•have any questions or comments•regarding this, please don't hesitate to call; Sincerely;. it • Thornos E Anderson �' '• .• • Senior•Proje.ct•Engineer :, ± 0 #,i,P . } `� .*fa4r rsc . 's _, v 4 . : ' : : : '• : . : • . . : . , , i i, I ! : ; n ' 1 A • /. ley, Act4 ;A 11 1iv I fkittej '.111444)1(9‘ 1(6 d r • ..� ;w�«o+.• y ,.» ►�:,. ate. m » CONTRACTOR PLEASE NOTE: DIMENSIONS SHOWN ARE APPROXIMATE.REFER TO HOLLAND COMPANY DRAWINGS FOR AGIUAL DIMENSIONS t ELEVATIONS AND ALL OTHER INFORMATION NOT PROVIDED HEREIN STEEL FABRICATOR SHALL.PROVIDE ALL STEEL/STEEL CONNECTIONS BASED ON REACTIONS SHOWN IN PLAN, SHOP DRAWINGS SHALL.BE FURNISHED TO OWNER PER GENERAL NOTES ON DWG S-S. ALL FOUNDATION WALLS.AH.LL BE 10".MIN THICK CONCRETE WALLS WON 2'-0"WIPE BY I'-0"DEEP CONCRETE FT6S 4'-0"MIN BELOW GRADE W/2-:d5 . CONT TOP.4 BOT OF WALL W/5/8"DIA ANCOR BOLTS.O 48.O.G MIN I'-O"FROM CORNERS TYPICAL. ALL FLOOR JOISTS AND RAFT♦Rs SHALL,BE 2.X10 016''ON CENTER UNLESS NOTED OTHERWISE, ALL H55 COLUMNS.SHALL HAVE MIN 10 X 3/4 X Ip BASE PLATES WITH 4=5/4"PIA ANCHOR SOUS BEARING DIRECTLY.ON GOI'IGRETE(OR OTHER STEEL;ham; CONTRACT SHALL COORDINATE OFFSETS,BOLT SPACING Bra,WITH EXISTING CONDITIONS, ALL HEADERS IN INTERIOR BEARING MALLS SHALL! 2=2XI0 W/DOUBLE JACK.STUDS EACH END,ALL _ HEADERS IN EXTERIOR BEARING WALLS SHALL.H3€ 5-2XIo IN/DALE.JACK STUDS E.AGH END, 2 C^i CO a T , BARNSTAt ,_ M,A° s ALL EXTERIOR POSTS NOT SHOWN SHALL BE B.2X6 BUILT UP,ALL INTEREIOR POSTS NOT SHOWN SHALL BE 3-2X4 pP f 7lf.�i�l BUILT UP,SEE GENERAL NOTES,SOLID BL..OG1K,BETY €N: 1, Moog TYPICAL d�ate;1�/-"/II -Anderson Engineering, t cR4l �y A ; 4 Piai,►Streot Scats;A8NOTED .Marshfield. .M.402050. Aw,.IT-16 -5 • I 1 .4 r 61 L. ._. •i 11 v !_ J. UJ to �6 .7iZ My. . 2 G EORG E STREE ISAR OTA6l.E, MAg! g d .: GARA,GE ADD IT ION Dater Ira/.;S/11 Anderson Structural A Rngtineering, inc. 764 Plain Street Soale.•AS NO?ER Mars/Vicki,.ILA 02050 Diee 11-165.5, • . �rco� y r ii ' , t)) (b. r At I, J I e i I F c_ ( 1 „mow I fi .._ . _ . _ „ . .: . , ceckte?, . i , I d fill1111: . - • :. I. . . Milli ; , ._-_._.,_ .i ._. _ oY t ji__ �, --- . . , -- .--------x--7- - : -• .. ' - . 4 p ik .Giri,l"., I - . . - . -5c.A4u-s 3 .(.'t--) + � r pc5(� ir . �G► o w iu, � t o xc� . vJ �3 3ti3K4. ¢ - " t.q "° :i hiA t (• . Ti.a,4A,. L , .�- w . o� C f. e . 24 lHL - rasr P gr, •►h 1x to' ( . • - y---: . • - .,'11' 4 - A O j, ;�<. • ..+u - �� -- ‘ � I 1t '5�114ta+ ice, l 1 3.; 5e 60 , • cor ((,) ' . . . _ _ _ _ • ' . 1 , . i . . . .. . .. .. .. - ,. . ... -. . . -- . 24 GEOIR,GE sTF-gg:T 1 4 . Pr 1 -0 GARAGE 41:DV11'rD1'4 • 110,e 10/3ili 4 rsan Structural l DI, .: ReV, Inc. 769 Ate�n Street' ` i Segie°,A�'NQ1EP MarsAfia{d,'MA 0200' nwe 11=i65 84. I l f :w •j ��l •0 I Y+ *T Ii. . I I .I ,, Pn ( Py osc ( j52 Ob pm N,k, .�. 1 ,, f • .-. • . 11 lir iii .-.— :. . - - ,-- . 1 . e it0 24 GE©RAE STREET 154R4gT+4e1.E, _, a GARAGE A1 DITfOi ,c, 10/5/11_ 4n4erstm, Structuralm. s,. T_�A _ _ Engineering Inc. i0SoakAS NOTED Mcw$1106k,� 50 au 1-1C 6 3 • AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone • Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Holland Garage 24 George Street- Barnstable, MA Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust) 110.mph Wind Exposure Category B 1.2 APPLICABILITY. . Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories 5 2 stories 4 Roof Pitch (Fig 2) 10 5 12:12 _q Mean Roof Height (Fig 2) _16 ft 5 33' Building Width,.W (Fig 3) 25.5_ft 5 80' -_4- Building Length,L (Fig 3) 26.5_ft 5.80' Building Aspect Ratio(LMI) (Fig 4) (1/1)_1.6 5 3:1 Nominal Height of Tallest Opening` (Fig 4) _6'8" 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry. 2.2 ANCHORAGE TO FOUNDATION',a 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical:Anchors as an alternative in concrete only.. . Bolt Spacing-general (Table 4) _56 in: Bolt Spacing from end/joint of plate (Fig 5) 12_in.5 6"----12" _ Bolt Embedment-concrete` (Fig 5).,.... _7 'in.>_7" Bolt Embedment—masonry (Fig 5) in.Z 15" _ N/A Plate Washer (Fig 5) Z 3„x 3"x,/4 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) Maximum Floor Opening Dimension (Fig 6) _12_ ft 5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) _.8_ft 5 d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) _ft..5 d N/A Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR.Chapter 55) WSP _ Floor Sheathing Thickness (per 780 CMR Chapter 55) _7/16 min_in. ii Floor Sheathing Fastening (Table 2)..._8_d nails at. 6_in edge/_12_in field _ 4.1 WALLS Wall Height. Loadbearing walls (Fig 10 and Table 5) _8 0_ft 510' Non-Loadbearing walls (Fig 10 and Table 5) _8 0_ft 5 20' Wall Stud Spacing (Fig 10 and Table 5) _16: in <24":o.c. Wall Story Offsets (Figs 7&8) _.8_ft 5 d 4.2 EXTERIOR WALLS3 .: Wood Studs. Loadbearing walls (Table 5) 2x_4_-_8 ft_0.0_in. _ Non-Loadbearing walls (Table 5) 2x 4_-_8_ft_0.0_in. _ _ Gable End Wall Bracing Full Height Endwall Studs (Fig 10) I_ Gypsum Ceiling Length(if WSP not used) (Fig 11) _ft z 0.9W :. N/A and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11) N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays _4 Double Top Plate Splice Length. (Fig 13 and Table 6) 6_ft Splice Connection(no.of 16d common nails) (Table 6) _10_ AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Holland Garage 24 George Street- Barnstable, MA Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) 2 4 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) (Table 8) 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 18 ft 0 in.5 11 see attached Sill Plate Spans (Table 9) _8._ft_0_in.5 11' Full Height Studs (no.of studs) (Table 9) _3 I Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) _3_ft in.5 12' 4_ Sill Plate Spans (Table 9) _3_ft_0_in.5 12" Full Height Studs(no. of studs) (Table 9) _2_ ' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 6'8" 5 6'8" -4 Sheathing Type (note 4) —wsii Edge Nail Spacing (Table 10 or note 4 if less) 6_in.Field Nail Nail Spacing (Table 10) _12 in. —4— Shear Connection(no.of 16d common nails)(Table 10) _3_ —4— Percent Full-Height Sheathing (Table 10 see attached _% — 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension, L Nominal Height of Tallest Opening2 6'8" 5 6'8" 4 Sheathing Type (note 4) --WSF7 Edge Nail Spacing (Table 11 or note 4 if less) 6_in.Field Nail Nail Spacing (Table 11) —12 in. 4- — Shear Connection(no.of 16d common nails)(Table 11) Percent Full-Height Sheathing (Table 11) see attached_% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) _11- — Wall Cladding Rated for Wind Speed? _4 Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS VVebsite) Roof Overhang (Figure 19) 1.0_ft 5 smaller of 2'or L/3 _4_ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U= 303 plf Lateral (Table 12) L= 176 plf —_4— Shear (Table 12) • S= 77 plf Ridge Strap Strap Connections, if collar ties not used per page 21... (Table 13) T= 227 plf Gable Rake Outlooker (Figure 20) __0_ft 5.smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= 4171b. Lateral(no.of 16d common nails)...(Table 14) L=_1481b. Roof Sheathing Type (per 780 CMR Chapters 58 and 59) —4 Roof Sheathing Thickness _5/8_in.a 7/16"WSP Roof Sheathing Fastening (Table 2) 8d@6"E&6"F Notes: 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 Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. A WC Guide.to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301 2.1.1)` Holland Garage 24 George Street- Barnstable, MA 4. a.. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels:snall be minimum thickness of 7/16"and be installed as follows: is 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 banJ 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 MMEN THIS EDGE PESTS ON ze7gis. iRAM/Kius!tt!NAMa . . . AT6.0.a i I i \\I 1 { -., h ii' Il 1. 1 ii it I ' I,tl ' W8 $p [ < „ i�li .t 1 j j .I+ J 1 .- 1 1 b II II _ I. t" ' . . I F 11 11 1111 11 n.r 001./BLE EDGESTVJ 0 NAi1.PAT1 ffi //1 II RAND, NAIL SPACING 1% . . PANEL t. : PANEL EDGE I k OWmLE NAILEDGE snaps DETAIL See Detail on Next Page Detall. Vertical and Horizontal.Nailing . Vertical and Horizontal.Nailing for Panel Attachment for Panel Attachment. 5. NIA-denotes items that are not applicable. e�i -fig ►o OF;Ai 0t : • • • • . T" �w , av�r�roor .,• r-°'"err� • '''‘'W...."...........". • 71:=. ,__4=1_14 i„ill ,4,1rg. .1:I r,,-,n L';$14_1111 i L,_4•4•LiNI 1 nami _:-..::;?_,,,,._,.t.,-z-,,,:-.--.- - . ' . ''' - • ,.._ ,.�-i�wua.,ca.��s.. s .�•u-aieA...• ®a' ,� 1 .. _ r ice." ,r � - T' i? 0 , • W$l • r ys fiFiur 1i�1�ium •uu�i r G�i®®w noes rirr;*-4.".°��" W 7.7 INt f egt • INiIIJ 11111 I m 1 — -—- Et. . py2_ •; FIRSTftoc r• _ 7, -- 1 S i Front Elevation-Garage " t- _ :2c,.. • _E1 • • 1{, {I 'sue { T— <-,• 4.0. i , ,� inv. ■■ r� a • i. 1 r.a '?�}�. r▪ i..II U1 1 t*� C ,;� 1, 1 6'�- 11 11 IS' 0 7 > 3 • T. 11 L • k ,S. 4 { re'• '!r7.11: 1 µ �.I�IO� 4 - @® .I� /2 �. / .� 1 t3 �r•• L 9 Li 1 J' r ,T 1 i '4* 1-, '.4.• 1 ,r, .. n .1..'..fit...1.1!,.: -.4', Imil il- .F..: 1 J -. 41 '. 94 a IF 4- Jill 4-1 — 'fir��iW 11 !r 1F7'1. e■pr.W chi' rr �. �q}, 7. m cC•+� i ', 111.1J,1L, 1,�✓/a.$ ,r,4; / a r I _ • , fi ��1.��\'!j,\, \�.,•\ i\'\\,,.� \,i\\i\ �\,.. ,, \i>\\\ \r.�\ `�,C\\ „., • `� � Garage.Rear Elevation I SCALD:-Hd" p.p^ ,.._ _ n ![. - _ • • • • • mostiSTAIN-E, • MAe •- - s R,4 > ADr f T f©N • • • - /3"<11 A son Struct r o;,, • Date 10 . 764 Plain Mrinit Sc A9 NOTED ,Marshfield MGA 0,20so. g 1l-165'S ip, rp71li\ 6 4SE..Lr$b7'd.L "rk - v\ Y�Y3Td e .a®° .friiFi ram_ J T � fE f r . �z � e6�E 1t /) r p ' Ax;ia iitL , '� , u ,, .6`4 ., �.j 1 I 1 �% 41 I. ty 'IS, 1 j U i P Mom'. it C 6 ..I Ip 'I I • F ul � mSp I (l,rj / '. M1 h.r: i i,J: 1 - ti i;, ill - 5.d' __ 11f0 s•01 E3 Garage Right Side w 1 5,a 0 72 iarT r.1 \ r 1 w,pe�Fj till' `1. �ll."—• l',1.L.T7`1r'i 1 .\, 1..E _.- -'T_- 1. ("1 J. � I G.L C.GGLL EC. - 1 ilia 7■■ II,ii!■ . -r= � Q � ,1 �111 '. I l k l of 1,,7' f,-..11�:'t 7-� 1',i ,, FtliANa ® ,= I • w_ H77,.11 LII-T1 1: 1 I I araw�4441, t\ 1 r A F T 1 Ill .• r t 1 ?No3. Imo4-0-,r ii i - �M1 7 y' 7 .ter,PB. i d o �'a , . . l 4. , El .2, r� k � � I 'iWµ'*�' C!'n i rAg"`I- 7, 1 pf' :: 7 u'r p 1 Ii'I! 11,i F r a Nia ( In , r,. ' t ,� �1 L 1 u,�rw 7 ' i tl ' Garage Left Side - 2;. •_ I SCALE 1/4 `t'.o^ .- - - 1 —a 24 QEs� GARAGE 4 ITIQN Date;t0/3 /ll Andersen Structural 1,,,, Dr _____ _ Engineering, lnc: 764 P1440 Street _ Sc410: 9 NOTED Xars►kriekt .MA Qgo5o . A4471l al65 15'f . . . 1 1 2 . .. • - . • u 4. 7 • . .. . • ' : :4;:- .111/... '. . .. . ;: . . .. • • -; '• • .- . •. . a. . : 0 . 1p. Coloiftot)4 coil . . _ - .• f'wo o• . '� r. . L5• .0 1& 3 6• . . k r A,r 1. a 1 (' pc. 4T(.0! 2. 2 %` STUDS AT. P!kN01, 40.69j - � ZX4. > r1Ptt: 5fteci-a .ui ft .P,�,a6 ..• 1 S G:•ON fu @ 1 t, •P IWhy .• . i . : . l� r^' rµ .. .N � � ( r• ft. ' . 1 . .1) tr55 No11Q. of1444j 7 l . . . . . 1 • . ff 46 S1L4 -0j g.e/ K4, . lb►' f•D 14 � ti4 ' 6fe5'. • 1 .. ...- . ..: •. ... ...- - :: ::-.. ....-• - :-. 1 -. •-•':•17. (,.. ..p. 1. ..(1:A .L ... .-:. .P.,: - 14.c..4.,-,-... .- :04:_:A.tt..-- ... ... . .crt.O . ..: . . 3. -... , -t- . 1‘ .. . '. ' .' . . ' • ' 1 (kt .-.-'1.(0).61•:• .°170...X1/..)-..- '.• .'. '' ...' .':. ..... .. •.'• '.: ..- :. .... ....• .-. •• : . . . ' - '.• .: . . .. . . . 0.0045T M A°$. S'u T lo��d C�,4iC�E ��1�f. Date;Icil, ill Anderson St/14404 d Nil. 91Ea • ' . se Street _ . • $C44e,As NalgP MCrl M o 0S0 •Pvg.11-1b5 5.0 . { 1 . W� . ' E . 14rAti. Paevs. .#1fete6Y6c • "EstPy ,._:.. ' .. • .. ..a 06e$ • 12oci �t . iJkGl> 2- --.,:low • . 9 J° •VP!,,0S:No1-V 0 fetidc,u d' ''. 0 S • j � • IL • . . _ . . . . b" acI 4 • PIW6r.W6 . . • • ' • .Jo (AitS Tye '. . .. •. . . • . . IN /3• x•1 P� alKbei • I ' Y 3 • 16 - • tiee Gttsct.-i- Sf A. )A •rib • .' f1k . S W4 • • � :1• b•Li•H.; ..,, I MG . „s..X,u.DAa2. .`W �pPs pkiNpAlOFbaryx 'naq{xmv NR4•tWVA n�AAw V�^�M�M1crDRa'n)vx RViT�R^'SiNX�R'� • ( 'AT.: -,64•Se• Z.r0•11,4,,:'(-61 . .:••• • .. .. . ..:. . .. .. • --.• .. .• • -.. . . •". . .".. . • . 19.1�NWk�/�+ • 24 GEORGE sT -T ... .' . - . •• E STAt9t,E. M425,9, TTs ..M,%IN..HQU$E RENCV4"T(ON — • ta ' . wale Ae NAtEP Xaraeh ieki Oz4SP Dwo,11-t • ENERA_LNOTES: I LOAD CRITERIA 1 Snow load -Ground snow load 0 psf 2. Live loads: . Attics with storage 7.( ps Attics without storage ]0 ps Decks, Stairs,Fire:Escapes. 40 ps` Exterior Balconies . o0 ps Rooms other than sleeping rooms 40 ps • Sleeping Rooms 30 Ps_ Passenger vehicle garages 5()pS • 3. Wind load design based on 8` edition of the Massachusetts State Building Code for One and Two Family Dwellings and section 5301;2.1:1 item 1: Basic wind speed(3 second gust) 110 mph Exposure Category 13 II. FOUNDATION NOTES 1: Footings shall be carriedto:elevations shown:on drawings and deeper if necessary to obtain a safe bearing of.1.5 tons per square foot: 2. All excavations and foundation construction is to be in the dry and no concrete shall be placed in water. 3. No footing shall be placed on frozen soil.. 4. Where it is necessary to raise the grade below:footing,•fill shall be placed in 8" layers compacted to.95%of ASTM D1557,Method D,Proctor Test. III.- CONCRETE NOTES. 1. All concrete work and reinforcing bar:details shall conform to the latest A.C.I. Code and Manual. : 2. All concrete shall have a minimum compressive strength of 3000 psi at 28 days. 3. Minimum protective cover for reinforcements unless otherwise provided for a. Concrete placed against earth, 3" • b. FOrmed concrete exposed to earth, weather or water,•2" . 4. Reinforcing steel shall conform to ASTM A615-GR60. 5. All.necessary sleeves and inserts shall be furnished by the various trades in full cooperation with the Contractor. 6.. Provide bar supports,spacers and accessories recommended by the A:C.I.Detailing Manual. All detailing not covered by these notes shall be in accordance with this same manual IV. TIMBER NOTES 1. Stress-grade lumber shall be in.accordance with :'National Design Specifications for Stress-Code Lumber and Its Fastenings".by the National Forest Products Association(latest revision). 2. Framing lumber shall be SPF.#1/#2 Fb 875 psi, E= 1,400;000 psi not including adjustments or approved equal or better. .3 All post loads are to be followed down to solid foundation: General contractor verify in field: 4. Provide solidblocking in floor framing under all posts unless otherwise noted. 5. All work to comply with state building code requirements. 6. Any timbers and beams exposed to weather shall be pressure treated. 7. 4x6 and 6x6 posts shall be Douglas Fir#2, Southern Pine#2,or better, 8. Rafters fastened to multiple member ridge beams shall be fastened to ridge with a minimum of 6— 16d toe hails (3-each side)or proper metal hanger Or approved.equal 9. Provide a Minimum of a:double studs(nailed as a built up post)post under all floor beams or multiple joists and headers unless otherwise noted. 1Q, Provide suitable metal hangers for all flush members unless otherwise noted. Coordinate finish with Material attached. 11;. Provide Simpson H2 5T hurricane ties for iall exterior rafter to wall connections. 12.. Provide Simpson LSTA18 straps connecting opposing rafters at ridge if collar ties are not used or installed pet 13: Lap exterior:wall.sheathing at floor levels. . 14. APA rated Sheathing:Wall %?", Roof 5/8", Floor N", Fastened per 780 CMR fable 5602:3.1 and Figure 5602.10:5 unless superseded by more stringent specifl.cations. 15, Sills shall be anchored to foundation with minimum 5/8"diameter anchors with,minimum 7"embedment and spaced at 72" o.G, maxiri um, 12"rnaxiimum from corners and no less than two:per wale segment. Plate washers 3"x3"51/4 r— L7* • V. PRE�ENGINEERED LUMBER I Two or three Laminated Veneer Lumber(LVL)beam, top loaded only, shall be glued&nailed with minimum two rows of 16d nails at 12 inches on center: Three LVL beam shall be fastened from both sides, . unless noted otherwise: Side loaded.LVL beams shall be fastened with minimum two rows of 1/2"dia�thru bolts at 16 inches on ce::lter staggered unless noted otherwise: Refer to LVL manufacturer for additional information: : 2: Provide heavy duty Connectors for any:LVL's that are flush framed: Submit proposed connections for approval,unless noted otherwise (U:N.0:). 3. Provide 3"min:bearing under LVL's,unless flush framed,(1.J.N.O:). 4. Laminated Veneer Lumber(LVL) shall have a•minimum: Bending.stress(Fb)®2800 psi, Modulus of Elasticity(E)=2,000,060 psi,Horizontal shear(Pv)=285psi,Compression perpendicular to grain(Fc)=.750 psi. Any adjustment factors shall be approved by structural engineer: . 5: Pre-engineered lumber shall be protected from moisture during construction. 6. Provide necessary bracing during erection to keep members plumb and secure. 7. Refer to manufacturer's specifications and notes for additional information. 8.All hangers noted are from'Simpson':of approved equal. VI. STRUCTURAL STEEL NOTES 1.. All structural steel shall be detailed in:accordance with the latest Manual of the A.LS.C. and American Welding Society and.shall be ASTM-GR50. 2. Shop connections shall be welded or bolted. 3. All field connections shall be 3/4" high strength bolts(U.N:O:): 4. Paint structural steel,.one shop coat. However_anchor bolts and steel:enclosed in concrete shall not be.painted. 5. Welding shall be done by an,approved certified.welder. 6. Contractor shall provide all bracing and guys for structural steel during construction to:ensure stability of building and plumbness:of columns. 7. Contractor to provide additional bolting and connections as necessary to conform to current OSHA requirements. VII. EXISTING BUILDING NOTES ' 1. The Contractor shall verify all existing conditions at the site:and report any discrepancy to the.owner before proceeding with the work. 2. All new material shall be subject to verification Of existing conditions at the site.by the Contractor before material ordering and fabrication Y 613/o3 ,oFt rqy� Town of Barnstable *Permit# 6 ?d23 Expires 6 months from issue date % v' BARNSrABLE, : Regulatory Services Fee p7� �y MASS. Ass 1m$ Thomas F.Geiler,Director ArEDN1°�`� Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 02601w XI P ESS PERMIT Office: 508-862-4038 Fax: 508-790-6230 SUN m 2003 EXPRESS PERMIT APPLICATIONTOWN OF BARNSTABLE Not Valid without Red X-Press Imprint Map/parcel Number -Y/ e 7I Property Address ,.52/21Zg`lLE frx sidential OR ❑ Commercial Value of Work ' 1/456 L/ Owner's Name&Address i /s'—�^�� / Crie 1 Contractor's Namoj /NS Telephone si 7 _porch CAS�-7 Number Home Improvement Contractor License#(if applicable) / 6.292::53 Const'`iiction Supervisor's License#(if applicable) ❑W(!orkman's Compensation Insurance Check one: ❑ I am a sole proprietor e Homeowner RI have Worker's Compensatio Insurance Insurance Company Name f9/9,02.0x0 Workman's Comp.Policy# '75 3 - 6/5 Permit Request(check box) ❑ Re-roof(stripping old shingles) ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows. U-Value ( (maximum.44) ❑ Other(specify) d *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature expmtrg HOME IMPROVEMENT INSTALLATION CONTRACT Branch Name: Date: f/ 1d/93 Sold,Furnished&Installed by The Home Depot Installed Sales Branch Number: 3/ Job#: 4'7/92.c'— 345A Greenwood Street,Worcester,MA 01607 Toll Free(800)657-5182; (508)756-6686; Fax:508-756-2859 Federal ID#75-2698460 RI Cont.Lic#16427 CT Lic#565522 / MA Home Improvement Contractor Reg.#126893 Installation Address: r 6EDQge 57 itri,f4 lj/ /1 ,% QJG j0 City State Zip Purchaser(s): Work Phone: Home Phone: F.e ) .fir) -tip/y ( ( Home Address: C .SCtoP7 Wily */le�c '29 �are,r/,`� )17 U.31�o (if different from Installation Address) 7 City State Zip Proiect Information I/We("Purchaser"),the owners of the property located at the above installation address,offer to contract with The Home Depot("Home Depot")to furnish,deliver and arrange for the installation of all materials as described on the attached Spec Sheet#'O¶O3 9 ,incorporated herein by reference and made a part hereof. Home Depot reserves the right to cancel this contract if,upon re-inspection of the job,Home Depot determines that it cannot perform its obligations due to a structural problem with the home or because work required to complete the job was not included in the contract. DEPOSIT PAYMENT OPTIONS (Subject to fund verification and/or credit approval.) V I. e Cashiers Check or US Postal Service MoneyOrder CONTRACT AMOUNT $ ,' L�y/ ma payable to The Home Depot). *LESS DEPOSIT $ 2. Credit Card• d/or other payment options-Circle One Below Visa Mastercard) Discover American Express BALANCE DUE ON COMPLETION $ .96 a Home Improvement Loan Home Depot Credit Card Available Credit:$ (HIL&HDCC ONLY) *25%of Contract Amount due upon execution of this / contract.One-third(1/3w)of Contract Amount is required Acct#:-Phl Y/7e2 C 7/s9f )7 3LExp.Date: r/3/ r b for MASSACHUSETTS RESIDENTS ONLY. Name as it appears on card:1c e/er/C/C i. T t r,re/l Indicate Payment Method For 'By my/our signature below,TM gree to !low The Home Depot to charge the BALANCE DUE ON COMPLETION above r need redit card e de it indica(ed. s o ardhold lders Signature Date If this is a finance transaction,the agreement for financing is contained in a separate document,which is incorporated herein by Reference,and made a part hereof. At-Home Services Credit/Loan Application Ref.# Purchaser agrees that,immediately upon satisfactory completion of the work,Purchaser will execute a Completion Certificate and pay any balance due(unless the job is financed,in which case,upon submission of the executed Completion Certificate,Home Depot will be paid in full by the lender). Purchaser also agrees to be jointly and severally obligated and liable hereunder. For Mass.Residents Only: Contractor,at owners expense,shall procure all permits required by law as follows: Owners who secure their own permits will be excluded from the guaranty fund provisions of MSL Chapter 142A. Unless otherwise noted within this document,this contract shall not imply that any lien or other security interest has been placed on the residence. Entire Aareement: This agreement and its attachments,including any financing agreement,contain the complete agreement between the parties and can not be amended or modified unless in writing in a separate agreement signed by both parties. NOTICE TO PURCHASER Do not sign this contract before you read it. You are entitled to a completely filled-in copy of the contract at the time you sign. Keep it to protect your rights. Do not sign any Completion Certificate or agreement stating that you are satisfied with the entire project before this project is complete. Law prohibits home repair contractors from requesting or accepting a Completion Certificate signed by the owner prior to the actual completion of the work to be performed under the contract. You may cancel this transaction at any time prior to midnight of the third business day after the date of this contract. See Notice of Cancellation for an explanation of this right. There will be a service charge equal to 25%of the contract amount if the job is cancelled by Purchaser AFTER the third business day. BY MY/OUR SIGNATURE BELOW,I/WE AGREE TO BE BOUND BY THE TERMS OF THIS CONTRACT. I/WE ACKNOWLEDGE RECEIPT OF A COPY OF THIS CONTRACT AND TWO COMPLETED COPIES OF THE NOTICE OF CANCELLATION. BY MY/OUR SIGNATURE BELOW,I/WE UNDERSTAND THAT THE AGREEMENT IS SUBJECT TO REVIEW OF MY/OUR CREDIT HISTORY AND I/WE AUTHORIZE HOME DEPOT AND RMA HOME SERVICES,INC.,A HOME DEPOT AUTHORIZED CONTRACTOR, TO VERIFY AND REVIEW MY/OUR CREDIT RECORD WITH AN INDEPENDENT CREDIT REPORTING AGENCY AND RELEASE THEM FROM ALL LIABILITY INCURRED FROM INADVERTENT OMISSIONS OR ERRORS. SUBMITTED BY: / C Date: 20 O 5-v '-'9 33 h 1 i : '.? R C V D ales Consultant D 5-i 5-0 3/11 1 C F I'H) ACCEPTED BY: Date: C7 Ho owner Date: Homeowner NOTICE:ADDITIONAL TERMS,CONDITIONS AND WARRANTIES ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT White-Branch File Yellow-Customer Pink-Sales Consultant I I 7-18-02 C-SC /� `'0FTHETe``+ TOWN OF BARNSTABLE ►fig'; i i BARNSTABLE,I i 1$ ;1/4 BUILDING INSPECTOR APPLICATION FOR PERMIT TO 'U�'« ��-+'at ,c784414'94/ . -)DC '� �' Pdeve€ TYPE OF CONSTRUCTION aiao 1›li ie-xe #C7 �� 19.�?��. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .6:44'0RG"-d iO73 '/ ' 'Ya - 3 �iJS7#9& . 0 Proposed Use saM/ve- PWrix,AvE Zoning District ,{,� fir/. Fire District ,Name of Owner / #9 GR4 Z/VO Address ./ ��U(49ele'S an 444sre)A1 ,V Name of Builder/AA/P 77 are& A Address 23"•• '.5‘ 4Y1 / ' Name of Architect "mow Address Number of Rooms .$ - 2 v t/.,A4/✓.s'4tr i Foundation ' 'ie`°,Z' 14 7 g NV44d L Exterior .C- , f1/14014r Roofing /9S, V/911 Floors CiAit Interior 1I9/0444. Heating /.!.., 7/. - o AfeP Plumbing /A// 64T7/ Fireplace /1' Approximate Cost AZfr�®0 god �/ ZeV Difinitive Plan Approved by Planning Board 19 . a p FEE Diagram of Lot and Building with Dimensions '92:41131' A.5-0 4lt I 3 ft° �'�/ ts, 2y . ® 3Asv I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Grazino, Mary A. No 1084.0 Permit for 1 1/2 story, single family dwelling Location George Street Barnstable Owner Mary A. Grazino Type of Construction t'x'.AAe 2 + Plot Lot 41-42-43 a C ti October 21 66 Permit Granted 19 e Date of Inspection 19 G Date Completed 19 PERMIT REFUSED t 19 Approved 19 17,Ai ® ® f04 CARBON MONOXIDE ALARMS L I MUST BE INSTALLED PER ®+�O O1 MASSACHUSETTS BUILDING CODE the GOODVIEW WAY HOLLAND COMPANIES ........ ... :.::.. I . Design Alai &Construchon::: ::.: ::... .. ::..:. ' ^ .. : : il� ::„:ROP R LINE; i,. . :L:......... .:. ... . . m! ...... . ... . ........... ..... .. . .. .... .. .. ... a ... .:. ...... ....:: ................ ......._a .......... .. ....1 :"..:;:".:!."]'..T.-::. :.. :: .:._........;...:: ::: ::.:!:!!!::.::.. ::.:�;: !! 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Phone 781 33 4276 . ... .: •......: Fax 781.340.0077 • • i'ii :..:.:.::.:�:�.::::..:: ..:.:,:.:...:�..� ::.:;;:: �� .�::.:..::.�...,.::..: t e o an co p nles com ................ .:.:::r.::..:::..........' �. - DECK ................. .;:;:,. :..::..::::::.::::::: .... :..:::.u:p::::u::.:.:..u........:............:::::.:: j Z."lin�-'aro`li'�`nl' .'wi."Zo�i:✓'m� • ..:, ::::'•':.:i:I:••it!'i ......_....;.:.:: ':,E!!.. REE SUSON PORCH Sc—:..:..... .: ::::::..!! ......... *: NTH H— spgoI �KITCHEN r ' - _" a= or„o �0.l8 .' I I Ii ��uar � � EXISTING GARAGE rI 10 BE DEMOLISHED ® NI VKCUM e. I - wo JjEDRGGM#'I ,� ea Li U SETBACK INE I TWO LARGARAGE 0 A i ' ..... , , , y .:::,: .-1...,..ii-:.i.......,,.....,.... SUDY ... ......................... ::........ .SET r LINE i i'"� cz Y:w 'G."fl�5n'S_ ��.—. \ Q bui '_.:' w i•':."= 1 I 4°!o Cw7<Ta"S - •VERED PORCH /' .............6:::., .. i TREE — 1Tr—"ITa Li I � TZ ;'., SET B®G. 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ROOF SHINGLES =i 1/2"GDX PLYWOOD SHEATHING —W-- / i i A .46.1,1" XC GROWN-MOUE-DING--01.- / rZ��—■� z 2x1Os@16"O.C. '�� Q Cn re Z SIMPSON STRONG 6000.1111111111111111111111111111111111111 (3)9"STRUGTRAL LYL BEAM 2 o TIE CONNECTION • _ ��! a ` I 1x3 STRAPPING 5/4 FREEZE BOARD �/ !�� 2x6 PLATE 1/2"GYPSUM BOARD / / c Q 1/2"GYPSUM BOARD a a a� \ , / / o o N 1/2"CDX PLYWOOD ► BUILT-UP 2x8 HEADER Z �' MAIN ROOF SLOPE LINE r' FtWINDOW - (BEYOND SECTION CUT) / 1!IVL r / 0 c a as Typical Detail 2 D2 = g w x an s) EE Q o �, a N 03 a co . 3-5 _ _______ SHEET 13 of 17 141 Pease note t at t is rawing is for layout purposes only. All details and information on engineers structura rawingsgi. ®,t® d approved by Anderson Structural.Engineering supercede information shown on this page. h ,.,, .. r the > . �� " ... t HOLLAND };.. COMPANIES 1 Z HB Design&Comb-action cam- g - G;) a / W� 1126 Main Street CLOSE CELL SPRAY � — • . / FOAM INSULATION(R-38 MIN.) 7 Weymouth,MA ' ROOF SHINGLES HD5A . 02190 1/2"CDX PLYWOOD SHEATHING (HD2A similar) Phone 781.335.4275 . U.S.Patent No.4,665,672 Fax 781.340.0077 thehollandcompanies.com lir WoodVertical Member 5 2 x 8s1 @ `O.C. • • Thickness 1 / , _ est I� e::: GUTTER should (2)2xb PLATES _ turn SIMPSON STRONG 3/4"SCOTIA ration 1. TIE CONNECTION ood . •' \,( : \ 1 1x FASCIA aken -^- 1 t Studs/Post r1( 1x SOFFIT w/CONT.VENT . . BUILT-UP 2x8 HEADER & INSECT SCREEN 1/2"GYPSUM BOARD 5/4 FREEZE BOARD BP - o 1/2"CDX PLYWOOD 11111* a 1 0 2 o T 's z WINDOW Threaded * a Rod J aIM-li ca Floor / o Ca IIIIw N Joist F 1!A o < CU o ��e 22x z — ` 1 Blocking a BP �° o k- . ��I' BP'sare a., required by in I:� the City of Los Angeles. Check with o your local ' building code on usage. o i a) °? Typical HD5A `j >~ x o V Tie between Floors $ ° .4 a 0 In W ar G c7 E Typical I Detail I * To achieve table loads,the minimum o Z `I a , , co yp 4'bolt end distance is seven bolt diameters. ° -- N D3 ,:'This distance is designed into holdowns. SCALE: 1 1/2"= 1'-0" ` Bolt end distance may be increased, 1 oa provided the anchor nut is not over- torqued,which could_split the stud. • ,; SI II B OD4 DetaiI 4 SHEET 14 of 17 TPlease note t at t isdrawing is for layout purposes only. All details and information on engineered structura rawings q ® ® 9 approved by Anderson Structural Engineering su ercede information shown on this page. ON NEXT PAGE I 1 V. 1 'i''''',4 151 oo O / HOLLAND II 11 COMPANIES Design&Construction I��I 1126 Main Street 12 / Weymouth,MA ./�'/�/��/�//�//��j'i I / 11 I 02190 II 5 ` : 11 I � I Phone 781.335:4275 1 I Fax 781.340.0077 thehollandcompames.com ....4 / / L''(a of fir;:.; I TOP OF PLAT III / 0SEE FRONT ELEVATION 1 -I---I I //i, - . - - FOR PLATE HEIGHT ———— _ \ ////. !ii/ II zPo o0 O 1-1 CU BOTTOM OF HEADER 'CZ J o p I- CV O o o tn z .--1 a \ / \ \ ' \ / 0 Cn 0 O O O Lr /1 rx O :\ W O a O '8 bA� a = o 0 N w / � WOL � E z � G V FE Q o a N cc)Ls= 8-7 D8Typical Dormer Detail 1 SCALE:1/4" = 1'-0" SHEET 15 of 17 Please note that this drawing is for layout purposes only. All details and information on engineered structural drawings 9 approved by Anderson Structural Engineering supercede information shown on this page. t, . ® ® 1 ►I I I1 1 I 4 ,,,. If& ROOF SHINGLES 45 Q ® Qik — the FLASHING HOLLAND C.BL GROWN COMPANIES / Design&Construction = - _ — 1 X STOCK 1126 Main Street BED Weymout MA 5/4"TRIM 02190 Phone 781.335.4275 _ 1.-- - VERT.MATCHED BOARDS Fax 781.340.0077 NOTE: thehollandcompanies.com 2X10 RAFTERS = CORNICE PROFILESill - (RAKE&RETURN) 1 I 11 I 71 ilitli ti i ----- ARE IDENTICAL TO / i 51DEWALL SECTION LEAD FLASHING TOP OF PLATE SEE FRONT ELEV. - .......:.._ - FOR PLATE HEIGHT ... .... .............. _ � GROWN FIN.CEILING 2 4 = _ V - - O 1XSTOCK - a BED - O 0 z ; _ 0 f 2 4 : 2 4 — 5/4"TRIM BOTTOM OF HEADER ' _____ NN•••••••••••••i _ .. Ni .. Q cu i0 o bO�A� 0 x tC I z :� a 0 n4 o ¢ o �, a a N co Q Typical Dormer Detail 23.8 DJ SCALE: 1/4" = 1'-0" SHEET 16 of 17 P ease note t at t is rawing is or ayout purposes on y. etai s an in ormation on engineers structure rawings r approved by Anderson Structural Engineering supercede information shown on this page. ® ® ' 11•4 6 8 til the HOLLAND -- COMPANIES SIMPSON HHDQ HEAVY DUTY +: Design f�Canstructian Strong-Tie HOEDOWNS " ia 1126 Main Street I , • Weymouth,MA The-NEW heavy=duty HHDQ holdowns combine low - - ° - w - , tom: - ' - t deflection and high loads with ease of installation by using ,'', - a. : ' , �#, - Phone 781.335.4275 Simpson s patented_5DS screws. °,5,P0 FINISH: Grey paint. , 4 I ` !� . i Fax 781.340.0077 `� ° , - , thehollandcomPanies.com ept INSTALLATION: • Use all specified fasteners. See General Notes: �.:v�- ° °, • 11/2" centerline dimension for reduced eccentricity. ra , `"° • Use in vertical or horizontal applications. _.. ° ° cur •`� 00 ',Install Simpson SDS1/4x21/2" wood screws, which are supplied. `�'°„ H . - my °`5 P •.Anchor bolt nuts should be finger tight plus 1/3 to•1/2 turn HHDO11 ''' f ° 0` _ i with a wrench (perASTM test standards). i - The load transfer plate is an integral part of the HHDQ; • Load gx; ° QY , no additional washer is required. • Transfer t a `'. CODES: See page 10 for Code Listing Key Chart. Plate _ 4Y: �, � � �,, 1 _— . - j —v a • ' i3Oz Check factory for availability. - • . ao . o �I{ 2 Holdown 5 o Allowable 0 Allowable . Zn No.:of 7e Deflection .I - nsion Tension at Highest,. Code. a �, Anchor, SDS/ax2h Ibs g ,Ga .W. H . B,.. (Ibs)- ( ) Model No. Dial. Wood Allowable Ref. i �133/160 133/160 I 1 , Screws Tension Typical HHDQ1 DF/SP SPF/HF yP .. - ' Design Load Installation Q HHDQ11-SDS2.5 7 3" 18/4 31/4 1�h 1 24 11445 9615 0.076 • u. Z `� En En HHDQ141-SDS2.5 " 7 3 '21 / ' 31/4` : 11/2 `1' 30 - -14700 12350 0.081 1 Allowable loads have been increased 33% or 60% for earthquake or wind 3.HHDO's can be raised off the sill with no reduction in load or increase in deflection. , loading. No further increase allowed, reduce where other loads apply. ' 4.SDS screws install best with a low speed 1/20 drill with a%°.hex head driver. - - ' • ' - . ,,i o 2.Loads are based on static tests on wood posts, limited by the lowest of 5.The"Designer must specify anchor bolt type,length and embedment.`" �, 0.125" deflection,ultimate divided by 3, or the SDS1/4x21h screw value, 6.When-using structural composite lumber columns, screws must be'applied' 31 to the wide face of the column. �, t. i xI _- . • _ _ _ _ _ _ .,� __ x.."..._ .. a o w 0 < 0 C � , C W C 7 ' F. Detail 11 a Q O a N C70 D11 S-g -. . SHEET 17 of 17 ,noe sAA • GENERAL NOTES: 0 L , GEORGE STREET N2438 36'E PROJECT TITLE: '', Proposed ' Setback Line L Porch• PLAN OF LAND . . Proposed1 IN 3 1 EN Porch BARNSTABLE, MA 1/SN N �s N Prtposed N I PLAN TITLE: sed . ,•• Twp—Cor to Proposed Conditions ,, Geroge Z I PREPARED FOR: Joseph Holland i'v' r 1 II ••• I 24 George Street Barnstable MA S65 47'34 E S65 47'34 f D e C E L L E 4.15' i ii 4.15'S241226"W _ _ 50.00' '/ S247226"W N/F DORE ��/%///j- PAGOODVIEW ROAD — 1 BURKE & Associates, Inc. \ 149 Independence Avenue Quincy, MA 02169 , ��P��N OF MAss� (617)405-5100 (0) (617)405-5101 (F) LAWRENCE y� DATE: AUGUST 4,2011 � W. s / 0 No. 9158 40\ A; , �' JOB NUMBER: 185.019 SHEET 2 OF 2, IgNO S O% SCALE: 1" = 20' i20 10 0 20 40 I. GENERAL NOTES: 0 0 GEORGE STREET N24 38 36 E 1 �� x x ax x A x150.09=—x x —IJ O �� PROJECT TITLE: ProposedPo Covered o iv 0 PLAN OF LAND Setback Line 'i Porch i„ r-- I. `^ 1I N II J0.0" Proposed Porch I. 11.1' ` - �s' I I BARN_ STABLE, MA 3 36.2' I � � •^ ;I- N/F CATALDO 1:,)—(N ^ #24 } ti EXIS7GARAGE NG } PLAN TITLE: SA l tO GARAGE ^ :�I N/F CONSTANTINO EX/ST/NG CRAWL '� FOUNDATION AS-BUILT 2 FOUNDA T/ON SPACE w 11,436± S.F. FOUNDATION Z +` 26.5' PREPARED FOR: 28.5' —i -- 20.6' f CRAWL — - 14.5' Joseph Holland SPACE —it Jai" _.. IL---- 24 George Street 15.6' 1 -Proposed 14'x12' ti Barnstable MA Three Season Porch N rn° S65 47'34'E I o cy'^'• 1 S65 47'34F DeCELLE 4.15' 1 i 1 4.15'S 4'12 26 W I t 50 00 N/F DORE mu. _ ,„ ._. . :, N/F DORE 50.00' �� ,,, PART OF PARCEL OF LAND i." LIMIT OF GOOD l�/EW WAY v b DEEDED FROM G. HALL TO GOODVIEW ROADj S. DORE IN BOOK 627 PAGE 592 I BURKE &Associates, Inc. k, 149 Independence Avenue Quincy, MA 02169 o.4 0,114 @F�4S�� (617)405-5100 (0) (617)405-5101 (F) ,� v .g DATE: DECEMBER 5,2011� lr ci, LAWRENCE W `'�`s„ REVISED: DeCELLEJR . . ,t NO. / �- $U, / j% :, , JOB NUMBER: 185.019 I SHEET 1 OF 1 / i'3! ✓®, !.`. o Qom. f " j i ii13__� SCALE: 1" = 20' 20 10 0 20 40 , jr )t r GENERAL NOTES: 0 L.. GEORGE STREET N24 38'36 E i 00 O PROJECT TITLE: Coveredo Proposed PLAN OF LAND Setback Line L Porch .. I-ii . . - ,,, 1 IN NM °Rag Pole i mi Porch BARNSTABLE MA N II N N ti Proposed 1 PLAN TITLE: Twp—Cor ,31 Proposed Gcroge Z Proposed Conditions PREPARED FOR: Season Porct Joseph Holland I -.K1 r, I 11 Proposed I 24 George Street Barnstable MA S65 47'34 E S65 47'34 F D e C E L L E 4.15' i i �4.15'S2472 26"W _ arrenum S24'12 26"W N/F DORE 50.00' DVIEW ROAD GOO ik + -_. i ,.it 1 \‘' BURKE , & Associates, Inc. 149 Independence Avenue Quincy, MA 02169 ��P��H OF Algss (617)405-5100 (0) (617)405-5101 (F) 9� DATE: AUGUST 4,2011 �� LAWRENCE t / W •' :! I jir DECELLE, JR �s /' 1 A No. 9158 r/ /'�`� 9-' SSIONa* JOB NUMBER: 185.019 SHEET 2 OF 2 / Np 5 �0` SCALE: 1" = 20' 1 20 10 0 20 40 i. 1 1