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HomeMy WebLinkAbout0054 BAY VIEW ROAD SY• 'ell yçgç ) , Mc1i O b1 B e .- . - 0 Town of Barnstable cs*tHEti Regulatory Services f'fr �fr- Q' Richard V. Scali,Director • • BARN3fABLE.D! Building Division t63 • �0 "'Pep m�a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# �� (4)R . Z FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less 19 Oo IA N.) (\lc] 16,,,q,5 i- Location of shed(address) Village GI tk ci tyo 15 SG q- Vc/- 75'� Property owner's name ' Telephone number 7 . Size of Shed Map/Parcel# i ,�� 1 1 Rf ! ///)q Signature Date �� --t• Hyannis Main Street Waterfront Historic District? A ;r ^y 'a -7:a cD • Old King's Highway Historic District Commission jurisdiction? s-i :, -in rizi If over 120 square feet,you must file with Old King's Highway == 1 a.,n 97/...--1 Conservation Commission(signature is required) & : Sign off hours for Conservation 8:00-9:30&3:30-4:30 '.. J ' a:a PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 ifS 66°may. '* • o• LOTS 29 S 181 s/F 4 ^4 , 7500 S.F. '00•00 w ro AI ti� io•r *54 t WI° s.r O 0 w as-.r ,,1 p� tiry , Lt,s/ c k''�` co IP •00. ; SHED� _ prollty p 10 �‘i m.c D 5kh5i des THE LOCATION OF THE ORIGINAL DWELLING SHOWN HEREON EITHER WAS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING BYLAW IN EFFECT WHEN CONSTRUCTED (WITH RESPECT TOWN OF BARNSTABL E ZONING TO HOR I ZONAL DIMENSIONAL REQU I REMENTS ONL Y) ZONE RB OR EXEMPT FROM VIOLATION ENFORCEMENT • ACTION UNDER TITLE VII CHAPTER 40A SECTION 7. SETBACKS : FRONT - 20' r ' SIDE - 10' y� •t-�,,'1M 01 Ai`''t1,, REAR - 10' i�14 `--,C. \ 13, FRANK , THE DWELL I NG DEP 1 CTED ON THIS �1T9,N ; ' PLAN WAS LOCATED ON THE GROUND ,.�,. op`. BY SURVEY ON APR. 3• 2006 AND i�' STf�� 44 , ,� -(' PLOT PLAN EXISTS AS SHOWN AS OF THE DATE '�, � � , .t r �:� IN OF LOCATION. r/�' •-- 1/f/Zola 6 l BARNSTABL E, MASS. THIS PLAN IS FOR PLOT PLAN SCALE: I`-20' APR. 5. 2006 PURPOSES ONLY AND NOT FOR RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. 923 Routo 8A ` ^1•,..3--, Yarmouthport, MA. 02675 ""5 (508) 362-8132 THIS PLAN IS VOID IF NOT (508) 432-5333 STAMPED AND SIGNED IN RED. - . .— —! „ 0 10 , 20 40 PROJECT NO. 06-032 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Va 1 Parcel 036— Application # ad 3 0 / 702 Health Division , Date Issued 3' as ,3 Conservation Division 0Application Fee 1 Planning Dept. � Permit Fee ,jaO • Date Definitive Plan Approved by Planning Board or PP 3-os--r 3 Historic - OKH — Preservation / Hyannis • Project Street Address Sy 3?1 U`€w RA-- Village '-lb2 rk&s..Va( 'e- I►1ZSS • II Owner Gem--Gem--W.,- L C3 t4 S Address 6 Q2ti v*te )'Z_ �i2�ST U tt Telephone 603- 74t7_AS-7 S Permit Request vk1tite-� G-e-vz-y-•'to 40us-c2 "A-IL QNree-2R-,wZj - M- Wv; act S P2c4.. z CravZ e wr, CL1/4zb^eke LA-pi - — � AZ% tav� 2 cL *' -E�.kc( to A tkxSe. CAL1/460/1,0-kf 'Ca eil, "•01,,k Q0C21, Square feet: 1st floor: existing ad4'proposed 40 2nd floor: existing Z proposed 33G Total new 3•7(0 4 Zoning District klil Flood Plain Groundwater Overlay Project Valuation Er, r c'.c" Construction Type C Va"e • Lot Size 04 Grandfathered: }li'Ye��s U No If yes, attach supporting documentation. Dwelling Type: Single Family Ci Two Family ❑ Multi-Family (f units) Age of Existing Structure 35 Historic House: ❑Yes IB'No On Old King's Highway: Yes 0 No Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) o Basement Unfinished Area (sq.ft) C V t Number of Baths: Full: existing 3 new "'®"= Half: existing -°- new --a-• Number of Bedrooms: 3 existing'_!new Total Room Count (not including baths): existing -7 new g First Floor Room Count 4 Heat Type and F el: II Uas ❑ Oil ❑ Electric ❑ Other Central Air: s Yes No Fireplaces: Existing 9- New -0- Existing wood/coal stove: ❑Yes a 1 o Detached ara e: C�existin ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existingne size garage: 9 � � � — Attached garage: ❑ existing ❑ new size _Shed: CI existing ❑ new size Other: Zoning Board of Appeals Au rization CI Appeal # Recorded ❑ r var Commercial ❑Yes No If yes, site plan review# 1 Current Uses Proposed Use Szi``e- 1 r- CD APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name GeO"y :"- z• aki Telephone Number SbSS-77C Address S'-o•`3O x License # CS - CW4 34( ` Skap ‘itt2. aaw50 Home Improvement Contractor# 1,6 4 4 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO \Ot„ok o‘"kUPM4w SIGNATURE ..._A( . �` DATE 7--020"'" (3 1 R. FOR OFFICIAL USE ONLY .APPLICATION# - N DATE ISSUED I MAP/PARCEL NO. - F- ' 4. ADDRESS VILLAGE . vA - OWNER DATE OF INSPECTION: ' • FOUNDATION .. - FRAME 1> i. INSULATION r i FIREPLACE , r f ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL r r. FINAL BUILDING 1 t- ,-w DATE CLOSED OUT ASSOCIATION PLAN NO. .bL;, . rY p y S ' •t. !r f . Y , THE Town of Barnstable Regulatory Services MASS. 2' Thomas F.Geiler,Director ‘0439. 4,<I7 - Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Qr t A t )Z`y C/:S , as Owner of the subject property hereby authorize Q1 v;rni�F�!��P,��L"/ to act on my behalf, in all matters relative to work authorized by this building permit. '3,6) 17 I j RJ (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ✓ . &4.'ti Signature of Owner Signature •f Appli -nt `iQ pus gz_oe4x_ Print Name Print Name 44,C4 00 010/3 Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 t .rTOWn`of Barnstable r 9„ Regulatory Services * BARNSTABLEy: Thomas F.Geiler,Director �Fo 3A Building Division • Tom Perry,Building Commissioner • 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:•508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": • name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. • Q:forms:homeexempt map.aspx http://66.203.95.236/arcims/appgeoapp/map.aspx?propertylI=31903... Town of Barnstable Geographic Information System March 20,2013 319013002 ��--- r 319033 #70 #i2 319133 #67 1913E 6t 81 Q�• 319034 #64 319047 IC #61 319018 #53 • 31903E # • • • 319017 3,904.E #35 #49. �Q p31903E • • #42 J 14• 319062 ✓ • Feet #� Dt5ClABERS:Ttis non istor ptannto puposes orig.hisnota4plffietr leg! Map:319 Pate 035 t�7 rosary :fectmn a regulatory iMemlc4a6rt En6rgertenis beyond a scat of Differ. Parcel 11 1 10g'may nd nett eslatiiae4 nap accuracy standards.The parcel lines on 8lb mapDiffer.LYONS.GERALD J&NANCY T Tdal Assessed Value:5T4600D are orE graphic representations of Assessofs tan parcels They we not true property COOwner. Acreage:0.1E acres Abutters _ - lf•l- E boundaries and do no m reeesoetarrae raagonshpsto My map Loc teatpreson Um rtation:54 BAY VIEW ROAD � � such as building locations. Buffer l�1i I of 1 3/20/2013 5:15 PM AI I Cape Insulation & SupplyInc Post Office Box 1556 S.Dennis, MA 02660 Building Insulation Report Contractor: George Blakely • Property Address: 54 Bayview Rd;_Barn-stable Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 9" 390 R-30 Garage Ceiling Fiberglass Batts Owens Corning 3.5" 70 R-13 Bath Walls Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Fiberglass Batts Knauf Fiberglass Batts Knauf Fiberglass Batts Knauf Fire Safe Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Demilec 3' • 650 R-21 Exterior Walls Closed Cell Foam Demilec 6 510 R-42 Rafters, Slopes& Ovrhang Closed Cell Foam Demilec • Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: • Date v1 ` /c Home Improvement Contractor Registration#162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 N :..).) f A . oo h • LOTS 29 18/ , 4- kNI 7500 S.F. /00 � •oo. 'A ?S•r 14/ ti a 0 gi ry Y� ery ti� go t I o 8gtc• � PP1 zs•: 00 '(') Oca ryry e N sse3, I, _ _ !V _. o •op. SHED THE LOCATION OF THE ORIGINAL DWELLING SHOWN HEREON EITHER WAS IN COMPLIANCE WITH THE LOCAL APPLICABLE ZONING BYLAW IN EFFECT WHEN CONSTRUCTED (WITH RESPECT TOWN OF BARNSTABLE ZONING TO HORIZONAL DIMENSIONAL REQUIREMENTS ONLY) ZONE RB OR EXEMPT FROM VIOLATION ENFORCEMENT ACTION UNDER TITLE V I I CHAPTER 40A SECTION 7. SETBACKS : FRONT - 20' ,4.,, SIDE REAR - l0' '-Afutk OF 4s, .:4o C. y . a FRANK THE DWELL I NG DEPICTED ON THIS ;.." WHITING -' • 2 NO.20869 Q'. PLAN WAS LOCATED ON THE GROUND or BY SURVEY ON APR. 3. 2006 AND 71, TeiSTERI. v'Y' %' 0 ` PLOT PLAN EXISTS AS SHOWN AS OF THE DATE (I, • '4 :"tt ��r OF LOCATION. lt"' IN 1///Ze®6 BARNSTABLE. MASS. THIS PLAN IS FOR PLOT PLAN SCALE: 1 '-20' APR. 5. 2006 II PURPOSES ONLY AND NOT FOR RECORDING. DEED DESCRIPTIONS EAGLE SURVEYING , INC OR ESTABLISHING PROPERTY LINES. 923 Route 6A .3.�. c Yarmouthport, MA. 02675 -- -��\ 5 Y� ( 08) 362-8132 THIS PLAN IS VOID IF NOT (s08) 432-5333 STAMPED AND SIGNED IN RED. — - �-- -- 0 10 20 40 PROJECT NO. 06-032 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ,. Map S Parcel J?� Application# 0 Health Division �C.) Conservation Division V !I 66FS, Permit# q f 62 t5 6 Tax Collector�6 >/ �/�� ®� Date Issued �"'- '� 0( Treasurer 7 ` 4) ' � Application Fee SO, 60 2 Planning Dept. Ca 0* Permit Fee ej 4-o f if Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address S4 E3RV I I gb Village Owner ' ' ITAROVEr Kee Address ? -aitNP- ST c . Telephone 09, -771. 42 L Permit Request A-Dr) P. P _ Pc.DC3 triOl\\ Square feet: 1 st floor:existing 0)4 3 proposed .C)k 2nd floor:existing proposed 134- Total new I/O40 Zoning District Flood Plain Groundwater Overlay Project Valuation (OS/gSg Construction Type 513 r Lot Size `s 5 XI cc) Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 1 Dwelling Type: Single Family I Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes . 1 No On Old King's Highway: ,Yes ❑ No Basement Type: ❑Full > .Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 043 L:PA JvLSc1 cE Number of Baths: Full:existing I new ./ Half:existing O new a Number of Bedrooms: existing new Total Room Count(not including baths):existing 4. new First Floor Room Count , KIPA7V i V\t, Heat Type and Fuel: 'Gas ❑Oil 0 Electric 0 Other nir / Central Air: A Yes ❑No Fireplaces: Existing ‘ New S Existing wood/coal stove: ❑Yes UNo Detached garage:SE1 existing CInew size Pool:CIexisting CInew size Barn:0 existing ❑new. size: Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: r --: r.I Zoning Board of Appeals Authorization ❑ Appeal# Recorded CIEa[ i �. r r Commercial 0 Yes No If yes, site plan review# cam, Current Use K Proposed Use -- , — `-" l •- . -"' - rr BUILDER INFORMATION Name -" KU�(A Telephone Number 50S 2-40 4?_. ,G Address Jam " 1 O) License# f IAA Home Improvement Contractor# 0 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 SIGNATURE ja `► - DATE {` FOR OFFICIAL USE ONLY 4 PERMIT NO. i DATE ISSUED • 1 MAP/PARCEL NO. • T i 1 -i. 1 ADDRESS _ . VILLAGE k‘ OWNER" ' s DATE OF INSPECTION: _ • FOUNDATION ® K--- 1231 / 0G Pit-7_ , FRAME adeir„0:. / 1/0I INSULATION,. r• • •, - 7. FIREPLACE �"" /r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL • . FINAL BUILDING ` DATE CLOSED OUT ' ' ` . 1 ASSOCIATION PLAN NO. % ' • A 44",„ 0-;*;"‘ leht TJ-Sean06.20 Serial Nur.70300 2 Pcs of 1 3/4" x 11 7/8" 1.7E TimberStrand® LSL Page 1 En Engine a 9.son.6 0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:012 Roof Slope0I12 17'10" d All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 1248/1055/0/2303 L1:Blocking 1 Ply 1 3/4"x 11 7/8"1.7E TimberStrand®LSL 2 Wood column 3.50" 1.50" 1248/1055/0/2303 L1: Blocking 1 Ply 1 3/4"x 11 7/8"1.7E TimberStrand®LSL -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2260 -1972 13854 Passed(14%) Rt.end Span 1 under Roof loading Moment(Ft-Lbs) 9887 9887 22300 Passed(44%) MID Span 1 under Roof loading Live Load Defl(in) 0.373 0.583 Passed(U563) MID Span 1 under Roof loading Total Load Defl(in) 0.689 0.875 Passed(U305) .MID Span 1 under Roof loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. • PROJECT INFORMATION: OPERATOR INFORMATION: KLUG RIDGE BEAM-FAMILY ROOM Alison Alessi A+E Architects 21 Governor Bradford Road Brewster,MA 02631 Phone:(508)896-0051 aalessi@hotmail.com Copyright 0 2005 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. TJ-Beam® Serial umber 7 051Q Busin 11 7/Ors TJI®560 12" o/c Number:76051Q7300 User:Page 1 Engine Version: :15 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:25'10" b 14'10" a 11" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.25" 259/73/0/331 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 647/194/0/841 B3 None 3 Stud wall 3.50" 2.25" 201 /43/-14/245 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,B3 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -457 -438 2255 Passed(19%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 841 841 3000 Passed(28%) Bearing 2 under Floor loading Moment(Ft-Lbs) -1121 -1121 9500 Passed(12%) Bearing 2 under Floor loading Live Load Defl(in) 0.051 0.366 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.063 0.731 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading TJPro 61 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels(20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.76 ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Alison Alessi A+E Architects 21 Governor Bradford Road Brewster,MA 02631 Phone:(508)896-0051 aalessi@hotmail.com Copyright © 2005 by Trus Joist, a Weyerhaeuser Business TJI® and TJ-Beam® are registered trademarks of Trus Joist. e-I Joist',Pro' and TJ-ProTM are trademarks of Trus Joist. • ` '"Weyerhaeuser , 2 Pcs of 1 3/4" x 11 7/8" 1.7E TimberStrand® LSL • TJ-Beams 6.20 Serial Number:70051,07300 Pser:1 En /2006 Engine 0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 17' 6.00" Max. Vertical Reaction Total (lbs) 2303 2303 Max. Vertical Reaction Live (lbs) 1248 1248 Required Bearing Length in 1.50(S) 1.50(S) Max. Unbraced Length (in) 110 Loading on all spans, LDF = 0.90 , 1.0 Dead • Shear at Support (lbs) 903 -903 Max Shear at Support (lbs) 1035 -1035 Member Reaction (lbs) 1035 1035 Support Reaction (lbs) 1055 1055 Moment (Ft-Lbs) 4528 Loading on all spans, LDF = 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof Shear at Support (lbs) 1972 -1972 Max Shear at Support (lbs) 2260 -2260 Member Reaction (lbs) 2260 2260 Support Reaction (lbs)• 2303 • 2303 Moment (Ft-Lbs) 9887 Live Deflection (in) 0.373 Total Deflection (in) 0.689 • PROJECT INFORMATION: OPERATOR INFORMATION: KLUG RIDGE BEAM-FAMILY ROOM Alison Alessi A+E Architects 21 Governor Bradford Road Brewster,MA 02631 Phone:(508)896-0051 aalessi@hotmail.com Copyright O 2005 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. DEC-01-2005 THU 09: 16 AM P. 004/005 • • Old King's Highway Regional Historic District File# Approved? ®Yes ❑No Hyannis Main Street Waterfront Historic District File# Approved?❑Yes ❑No Listed in National and/or State Register of Historic Places? 0 Yes No Previous Site Plan Review File# Approved? ❑Yes (Si No Previous Zoning Board of Appeals File# Approved? ❑Yes [21 No Is the site located in a Flood Area(Section 3-5.1) 0 Yes Z No In Area of Critical EnvironmentalConcern? ❑Yes ®No Is the Project within 100'of Wetland Resource Area? ❑Yes ®No Site sketch—informal presentation 3 Yes ❑No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ❑Yes ®No Parking and Traffic Circulation Plan 0 Yes /I No Landscape Plan and Lighting Plan 0 Yes •®No Drainage Plan with calculations and Utility Plan ❑Yes ®No Building Plans,(all floor plans,elevations and cross sections) )Yes ❑No Note that all sianatre must be approved by Code enforcement Officer at the Boilable Department Lot area in sq..ft. 7l SO7 sq.ft Total Building(s)footprint J�2A0 sq.ft. Maximum Lot Coverage as%of Lot a/o GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICT(S): Lot Coverage (%) Required Proposed Site Clearing (%) Required Proposed • PRINCIPAL BUILDING 3 ACCESSORY BUILDING(S) ❑Yes ( No Number of floors Height: 24 ft. Number of floors Height: ft. FLOOR AREA: FAR: FLOOR.AREA: FAR: Basement O sq.ft. Basement sq.ft. First t24 sq.ft. First sq.ft. Second —134- sq.ft. Second sq.ft. Attic C) sq.ft. Attic sq.ft Other(Specify) sq.ft. Other(Specify) sq.ft. Please provide a brief narrative description of your proposed project: eM,911 to `>z 4, /cD 1N.&t A NL. C1-10Nl pF t R._ L?Fcx1STI t•l(� I assert that I have completed(or a seed to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge;the it formation submitted here is true. l qi Z2- IP- olN KLk-1 ate Printed Name of Applicant • SP-FORIN.P2,DOC-06/18/2004 DEC-01-2005 THU 09: 15 AM P. 003/005 • APPLICATION FOR SITE PLAN REVIEW SP# -• Date: LOCATION Business Name: Subdivision Plan Assessor's Map# "310) Parcel# ANR Plan Property Address: 54 �V1c.W R Site Plan ST- OWNER OF PROPERTY APPLICANT Name: ( (-P—DA, M _M AAP-.ET kl.W(4 Name: —.M /kS Ck/V Nig_S Address: Address: yS-tA - Telephone: '9, 772) A-2,4( ' Telephone: Fax -L;779) `-1 , 4'7 7�-r Fax: ARCIITECT/DEVELOPER/CONTRACTQ NGINiEBA AGENT/ATTORNEY Name: Au SGN, A ram'1 Name: Address:ZI C-toUNCP_.LeAlp R, Address: • v��rr3l Telephone: 5043 °h-ur)5I Telephone: Fax: 5 GI.6-67 Fax: STORAGE TANKS(RAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing NA Proposed District Overlay(s) Number • Number Lot Area`(,;-'O Sq.Ft. Ac. Size Size Fire District Above Ground Above Ground Underground Underground Setbacks(ft.) Contents Contents Front: 2.0 Side: 1p° Rear: ((� Number of Buuldino Existing 2._ Proposed UTILITIES Demolition ;Sewer ® Public ❑ Private Size gal Water ® Public ❑ Private TOTAL FLOOR AREA BY USE Electric ® Aerial ❑ Underground Existing Proposed G`as El Natural ❑ Propane (sq.ft.) (sq.ft.) Grease Trap ❑Size gal Basement Sewage Daily Flow * gpd Residential 4}A-5 -I- I)040 • 'GP or WP areas restrict wastewater discharge to 330 gallons per Restaurant acre per day into on-site system. Retail Office PARKING SPACES . CURB CUTS Medical Office Required Existing Commercial(specify) Provided Proposed Wholesale(specify) On-Site To Close Institutional(specify) , Off-Site Totals Industrial(specify) Handicapped All Other Uses On Site • Estimated Project Cost: • pee: Gross Floor Area 3 +j/pq) $" $ SF-FORM-P I.p O C-06/18/2004 Permit# Permit Date I REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: Klug Residence Report Date:01/10/06 Energy Code: 2000 IECC Location: Bamstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 54 Bay View Road Steven&Mary Margaret Klug Alison Alessi Barnstable,MA 02630 A+E Architects 21 Governor Bradford Road Brewster,MA 02631 alison@capecoddesigner.com ;Compliance:Passes "@' `` Maximum UA:t357 : Your rlome UA 330 >i.7.6%%Better':Than Code(UA) Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Structural Insulated Panels(SIPs): 343 32.0 11 Ceiling 2:Flat Ceiling or Scissor Truss: 800 30.0 0.0 }i"0, 28 `- Wall 1:Structural Insulated Panels: 467 25.0 11 Window 1:Metal Frame with Thermal Break:Double Pane with 157 0.340 53 Low-E: Door 1:Glass: 28 0.340 10 Door 2:Solid: 20 0.400 8 Wall 2:Wood Frame,16"o.c.: 882 11.0 9.6 43 Window 2:Metal Frame with Thermal Break:Double Pane: 101 0.340 34 Door 3:Solid: 20 0.400 8 Wall 3:Wood Frame,16"o.c.: 800 11.0 9.6 39 Window 3:Metal Frame with Thermal Break:Double Pane with 107 0.340 36 Low-E: Door 4:Glass: 17 0.340 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 343 30.0 0.0 11 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space: 960 30.0 0.0 32 Compliance Statement Statement of Compliance: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 2000 IECC requirements in REScheck Version 3.7 Release 1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 40y4 a Aiirfrldukafr 0///0/05" Builder/Designer Company Name Date Klug Residence Page 1 of 4 . REScheck Software Version 3.7 Release 1 Inspection Checklist Date:01/10/06 Ceilings: ❑ Ceiling 1:Structural Insulated Panels(SIPs),R-32.0 assembly R-value Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Structural Insulated Panels,R-25.0 assembly R-value Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-11.0 cavity+R-9.6 continuous insulation Comments: Q Wall 3:Wood Frame,16"o.c.,R-11.0 cavity+R-9.6 continuous insulation Comments: Windows: ❑Window 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Wmdow 2:Metal Frame with Thermal Break:Double Pane,U-factor.0.340 For windows without labeled U-factors,describe features: a #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 3:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor.0.340 Comments: ❑ Door 2:Solid,U-factor:0.400 Comments: Q Door 3:Solid,U-factor.0.400 Comments: ❑ Door 4:Glass,U-factor.0.340 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. Klug Residence Page 2 of 4 • ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder. ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: ❑Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Klug Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water 1 Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Klug Residence Page 4 of 4 • DFSHE ram, ' Town of Barnstable Regulatory Services • BARNSTABLE, Thomas F.Geiler,Director 9 MAS3 g • $6 za39• .0 Building Division � � Tom Perry,BuildingCommissioner _ 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION • Please Print DATE: 4-1 0��lo JOB LOCATION: �'4" 17-72A" A/ J nnuum�bner',, ` r street Q p� village /���/ "HOMEOWNER"; 2XT]�IV �1Q - /,, l1lv"c�7J� I��fv l name (� `r( home phone# • work phone# CURRENT MAILING ADDRESS: 5 c ��]"� v 1 02-b33 , city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, • that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt • °cTHEr° TOWN OF BARNSTABLE ' s O i BARNSTABLE, i 440 MO Dr. 9 ®1 BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION q//a 19 t TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to-the following information: Location g 41 Ii U 1 tee. ') ictikS 4... 10I...t, Proposed Use 1 C 9 V co-ocici E Zoning District p y�` Fire District Name of Owner C`,�A iS `±�`$ ` f.A £. Address All ti t Ro! I Name of Builder 0. J VU G 66 liV Address ..6 0, W ..t. ( 1A4A.A.L B Avg. )30 Name of Architect Address Number of Rooms Foundation . c � Exterior > '` I....s Roofing 0.0v.10/14E) Floors (0V•�... Interior a) p c V` Heating Plumbing 0® Fireplace Approximate Cost 1. ® d © ^ / ,/ Difinitive Plan Approved by Planning Board 19I-- Z,_ „......5-4 O �, Diagram of Lot and Building with Dimensions �/1/4 & \ % 'IA `< '\....._______ r> — ----:---- 4.V „ ., Ca N116 .. t.i_, v VI ��, -,1,. < , Z cis =� 6 Al t, ti) - \ , — LAS ..r, __________,__�' ,..... ....„ . �'' � ...,., ,„ vi L,.., i_ --›q ci , . d (---- � '<^ < ,,, Z = - cr► I :i< I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name s$ CSO _. r McRae, Charles . �1 OBC 3 i 1 4 l - • No 142 Permit for garage Location A Bayview Road If I} Barnstable Charles McRae Owner - . i ; Type of 'Construction frame ; i . Plot Lot A • Permit Granted September 13 19 71 Date of Inspection 19 cP41 Date Completed 1 II 19 CD C.a 4 PERMIT REFUSED '4 �i 19 U ' �� � � j-------------(.5----- I C . ;4:. ----- . 0 e g 6 Approved _ 19 'a 1 s"0/HETO4,4 TOWN OF • BARNSTABLE i i BARNSTABLE, i ‘i.4. 6 �'9 BUILDING INSPECTOR d YPY , APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION S 9 19 d 5' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies'' for a ermitlaccording to the foil wing informatiio/n: l Location - f�J'w ,49G' 391,11..5. 4 / V•Ev[/ f Proposed Use .,lLA tn -V.. W/41 ge"A/4::.i'q Zoning District /�//JJ,,, / Fire District i s fi14c ' C`f'51L. f S C n • Name of Owner f ��! y �"�ddress Name of Builder 61 - 614f C' Address .,567 ,,aG , e, Name of Architect Address i Number of Rooms Foundation f d/ ' 0c' " -- attu_t-t-- Exterior WO DO/ "S�'l al 7! f S Roofing ,3 l / _ fp ri f Floors l'i �� Interior / WOU f� � ��f � 4✓0C Heating 6-4 F' /l i4' Plumbing - C: �JY9? f a %>1._5 f t Fireplace $ 0 PIE Cost I/! c/�c Difinitive Plan Approved by Planning Board 19 PEE StS Diagram of Lot and Building with Dimensions L0f '-7S XIbd 0 V o . 0 \ ��-- t 2-6 � �Loo 2- ' , 3� zc ' 4 _ 93(^s,4' 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ‘:-4- -(114Name (U.� f q . McRae, Mr. & Mrs. Charles 4 ,,14,(A(_______— No 10082 Permit for one story, i r single family dwelling tU Location ��I Bay View Road J1/4 `I Barnstable t ., .,/ 4rie ) "\b 44 1 Owner Mr. & Mrs. Charles McRae ...1 Type of Construction frame 9 ti. E i i -7 c't., ,:-, _ , .., , , ,, , , Plot Lot September 9 65 F `,�' Permit Granted 19 r Date of Inspection .... Al' ' - '$ 7 19 6 t ,t Date -Completed - 19 ---a fili,:cr PERMIT REFUSED I '114 : a 19 t k ) - i ! ` 1 ..i , rw44117'-V 1,7: 7,, /1 Approved 19 i r DOOR SCHEDULE WINDOW SCHEDULE '' KEY WY FRAME SIZE ROUGH OPENING _ MFG. _ MODEL STYLE MUNT._ REMARKS DOOR FRAME • - A 14 2'-5 3/8"X4'-4 3/8" 2.6 3/8'X4'-0 7/8" MARVIN CUDH2422 DBLHG 616 2 TEMPERED ' KEY CITY FRAME SIZE ROUGH OPENING MFG. MODEL TYPE TYPE MAT'L FINISH HAND REMARKS B 2 1'-9 3/8"X4'-4 3/8' 1'-10 3/8"X4'-0 7/8' MARVIN CUGH 1622 OBLHG 414 a. i i 3'-0"X6'-8" 3'-21/2'X6'-101/2" SIMPSON OR SIM 7228 INSWING WOOD PNTD R • BUNGALOW SERIES C 2 2'-13/8"X3'-4 3/8' 2'-23/8"X347/8" MARVIN " CUDH 2016 DBLHG 616 1 3'-0"X6'6" 3'-2 1/2"X6'-101/2" SIMPSON OR SIM 7228 INSWING WOOD PNTD R -BUNGALOW SERIES O NOT USED _ O •d, 3 1 5'-0 5/8"X6'-10" 5'-1 sir X6'-101/2" MARVIN CUIFD 5068 FRENCH INSWING WOOD CLAD XXR 10 LITES E 2 - 1'-9 3/8"X2'-3 3/4" 1'-10 3/8'X2'-0 3/16" MARVIN CUDHT 1820 FDED 2W2H FIXED UNIT 4 1 2'6"X563/4" 2•-7"X6'-71/4" MARVIN CUIFD 2665 FRENCH INSWING WOOD CLAD XR 10 LITES - F 2 2'-9 3/8''X5'-0 3/8" 2'-103/8"X5'-0 7/8" MARVIN CUDH 2826 DBLHG 6)8 LL- G 4 2'1 3/8"X 5'6 3/8' 2'-2 3I8'X5'6 7I8" MARVIN CUDH 2O24/36 COT DBLHG 4)6 COTTAGE STYLE.TEMPERED I H 1 2'-9 3/8"X 5'-8 3/8" 2'-10 3/B"X 5'6 7/8" MARVIN CUDH 2824/36 COT DBLHG 619 COTTAGE STYLE,TEMPERED V/ •• • NOTES. ,,,,,, NOT USED1/ • ,4LL MARVIN DOORS YO(3E CLAD'ULTIMATE'WITH LOW"E'GLAEE A,NDWHTTE CLAD EXTERIOR,SDL W/EPADER BAR,7%8'MUIVTIN -I 3 2'-1 3/8"X2'-3 3/4" 2-2 3/8"X2'-0 1/4" MARVIN CUDHT 2020 TRANS 212 O O 1 K 7 2'-93/8"X2'-33/4" 2-10 3/8"X2'-0 1/4" MARVIN CUDHT2820 TRANS 3W2H L 1 VIF REPLACEMENT SASE MARVIN OBLHG VERIFY IN FIELD.TEMPERED 1--•i CI) NN NOT USEDCI03 O 4 2'-7 3/8"X 3,03'-0 3/8" 2'-2 3/8"X 3'-0 7/8" MARVIN CUDH 2O14 COT DBLHG 316 CUSTOM COTTAGE FROM CN2014 O NOT USED P NOT USED _ Q 5 Q 1 3'A 3/8"X 1'-5 3/4"_ 3,10 3/8"X 7'6 1/4" MARVIN CUDHT-CUSTOM FOED 4W1H FIXED UNIT frl TOTAL 37 w(�rr�1 • NOTES: CZ3 V ,�/ 1.ALL EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF STUD/CONCRETE W 2.ALL INTERIOR DIMENSIONS ARE TO THE CENTERLINE OF DE PARTITION WALL NOTES r l� ALL WINDOWS TO BE MARVIN CLAD ULTIMATE DOUBLE HUNG&TRANSOMS z v ALL MARVIN WINDOWS AND GLASS DOORS GI A7FD WITH HIGH PERFORMANCE GLASS(INSUL LOW-E W/ARGON) A MARVIN WINDOWS WITH MOONS TO SE SIMULATED DIVIDED LITE LEV -- "' - "' O (SEE EATIONS)7/e MUMIN IN HI EULSELO IG GLAZING,CONFIRM STANDARD HEAD HEIGHT Fi Z H LL • USE TEMPERED GLASS HAZARDOUS LOCATIONS PER MASS.CODE 78D CMR SECTION 3603.20.4.2. H [ , VERIFY EGRESS REQUIREMENTS C-' EXISTING 1-CAR GARAGE 114 M �(,I J W NIAII ' 0 DIRECT VENT OAS FIREPLACE,HEAT8GLO WOO [� i CF-4r WIDE 7!'DEEP.64+}'TALL SMOKE DETECTORS REVIEWED / 184.-NEWADOMON / / 6-, 3ap 4 s / 3'- 3-1 / SCHEDULES ITLE: N.T.S.• /��j,, <i), / PR-- ig ` ` ` BARNSTABLE BUILDING DEPT. DATE FLOOR PLANS �\ TMPu'0 ` FIRE DEPARTMENT DATE �\ \TMPRC`/ci_lif NEW Fw«oROOM /''�A� BOTH SIGNATURES,�,RE REQUIPED FOR PERMITTING 4 ABOVEOT I TM='.,�</ °� _ r IMPORTANT - UPGRADE REQUIRED 0 ABOVE N TMPI?'0�RD� OPEN TO BELOW STATE BUILDfNG GOaE REQUIRES THE UPGRADING OF Z dp tr / 6r s2 Sh10KE DETECTORS FOR THE ENTIRE DWELLING WHEN co ii " L J/�y`\ 0ONE OR MORE SLEEPING AREAS ARE ADDED OR CRF�TEp Z RM :-A SEPA€tATE PERMfT fS �qp Z/ 4•9? \ DORMER - ..NEW MUDR°OM r� A3 T CT -ALQ LLA3Q • /03 / 6-3' / s �s D r s-1/; 1rs R[RAU TI 5M0� DETECTORS UIRTMEMENT ELECTRICAL H J CO tag A L A a .L E •o -HEB -H _ � 0 ..CI -\ ©I..♦, e X '_ e j NEW B^ATII Q\ N 0 t \ 0 PANTRY •:ii' NEW BATHROOM •:•:J:•::•♦.♦r` ♦..♦.♦♦, O. O EDSTINGNILmtN O :A:%-•••.-: ,` j e 0 {i••:•Oi'J��'% ♦./®\♦.�I NEW SITTING AREA Aril \ - (aj \ 0 NEW BEDROOM C Q �� a 6-5 - e • //n tr, I LAUNDRY NEW MASTER BEDROOM / / I11'I +O+ UU A ]�, ra 4s raD} 344' ►° r-2}\ 1'a1} W b b iRIDGF4\ III �•�/ D 8 X3 GGGG,,,,,, //O L� ` .oi. y - I�'I` p\L 0 .,-\ OC RIDGE _� �O, ti_ 661 . cn EXISTING LMNS ROOM /`- BUSTING BEDROOM ( \/ CLOT m 3 `/ u N E a' Et E NEW DORMER $� W.I.QSf y u m / OUTUNEABOVE Op ACCESS DOOR TO ATTIC ACCESS DOOR TO ATTIC Q < O -_- • �/ U1P(1rn2 �®1BIC•PND 3'O / r -J \ 11 �-. Ir• ^\ /N 3 a ti N \ Q L ___FRGE4FCIL¢44.-_ J I. -- \ OPEN TO ABOVE �\ I q ATTIC O O O ATTIC 4 \ IHo�Nl u-�� �• L- TIT_---..II LT.'---�I y\ \ �\ N\ O U NEWENTR 0 5.-5? sag 4-0? sag 5,5 File No. .dwg / 4'4' / so• / 4-1r /- / / 4•-1r / 8.0 / 4• ' / / / / / / / �/ 07 TC STAIRWELL SETS FRONT WINDOW LAYOUT Date 03.20.2006 F _ 's sy / Sheet No 16.2y 84' 15-22�• / / / ,, i. . 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Y_u1O .m01_ _- _. .IY_m■. t., �_ •_.m..W_.m.__O__..._mm_..._pm_ Q r _ I I' , I + BOARDS.PNTD,PIP. �I =MNIMMINIWWEIINIIIMININIMMIIMMIIMMNWM EMI Y■u.___ u._atum i•_I ' " r I BOARDS,PNTD,TYP. _ss___u_m__._ud._Y1__ �_-._. _ -�_ 0 -1B T- , EXTGFIRSTFLOOR� _.t.__m __u m.Yvo■___ 1 Y .. .1__m_Y_r._u ._•.O____u_u__.1 c EMGFIRSTFLOOREL -$ TITLE. 1 1 1,s, 1 1NEW ENTRY NEW FAMILY ROOM NEW MDRM EXISTING HOUSE WITH NEW SECOND STORYl' EXISTING HOUSE WITH NEW SECOND STORY OWEST`ELEVATION O NORTH ELEVATION A2 ELEVATIONS ' MT$ ` Ay !pop,t(`rs, , C Z `' _ V Z 0 co 1 I HI NEW WIDOWS WALK RNEWAILINGS F DECK WITH x ® W z .. I '. a:��� m. o ,V uv►� _ / EEE AN ��„ _I j � �rli ' _j.. �i�mm: FIR s0 I I I7 i ,.' Y..r. .Y_• _ 7 ._.. a UI lid 4'. i I ti CONTINNG .m_m_tu, vm_ . ism... a0{ MASONRCEY24' vm.mom.i. �- \ a0• DOHTc Ct/T'1 ' I I 's OVER NInsuv "'\ rn 0ATE1:1- {',{ I { �11 l T i i I I I�l ROOFING,USE CEDAR u�_■mo:_u_ .m.i_m.im__■Ymou_■�im___■.._i o ... V N fa {I I + { I I : ], � I ti 1 1 1 l { o t BREATHER OVER SIPS IMMIll �� H I O u ) { {'1 11 1 II 14 ILL I I Yt1.� IIII I �I'.� �Ii r' ? I r , r I II r PANELS.TYP. 1 ,I � _�ud ivamno M ' I ', MMMEMarjrr. t a 0 TI,II�' 1 II I'c in 'i�I,'i I 1 mam� •.•sue�� ' i u_au�i I imo �m�� ®®'© �i�� _.0 I ... I.. c 1 I i I mo __■No.__o_ W.C.SHINGLES.S'T.W. I,' mO_1 'u omming umem , _ui� —� _o m U 3 E I IJ 1 1 m._ _.1.__•.Y■I 7I t{ {'{ { III II I i { } ■.nm._• m._Gm.. u MIN 1, -- Iti-i �-• u 'T 1%4 WINDOW TRIM WRH S � r .■ I I•, I, t lI�I )II 1 I, I- { 1 I _ VII '•.I _ _!Y ,� APRON m • 1 r. TI { i I APRO NDOWTRUI WITH ' 1 _■Y ..■■_�___uY�amour __.m___ I I LIJ u {I Y 5 rl' I J f I. E� _ 1X6CORNERBOAR0.5,Prrt0, E let `f�f}-} u _ ■ APRON MINIM! moss_ .1,,i[l 8, { I { f ,I m sii _�uoi:•__umu:_I�_i:u 1XB CORNER BOARDS,PNTD. j I I > I - r- . I { { l I L '-TTTT f r T� TTl 1 O I. 1 II 1 TYP. 1 1 �{ ,III II II. I I�11 1,Ir�, Ifrl'ti�'1 I�il,S � Iritl' 11-t rI r�`„ l�� � I�I"I 1 ,'� II � dr„�I'�klr, Irl , ,, II,'I'ti1N II, ��' III {11� IIIII'iIr I�I ,1�� rI r, T7,1�� I IExrGFlnsTFLooaEl�� I EXISTING HOUSE WITH NEW SECOND STORY NEW FAMILY ROOM NEW ENTRY EXISTNG HOUSE WITH NEW SECOND STORY I NEW MORN NEW FAMILY ROOM ,` '�O / DIRECT VENT FIREPLACE / / DIRECT VENT FIREPLACE V m 3 N 0 td O EAST ELEVATION SO�JTH ELEVATION < 3 1 A2 '1� TT I s A2 1,e..D• r,,T4' v3 N • File No. .dwg Date 03.20.2006 I I I I Ii z Sheet No II II 0s PARTIAL ELEVATION,FAM.RM DORMER PERMIT IT ET 1 1 2 1,4 ;p ..� c 4 E S 12 L. , -15.5 • , \ \ TYPICAL ROOF CONSTRUCTION: Q Ce a AIL .4b. PT RED CEDAR SHINGLES L, ICE B WATER SHIELD®LOW PITCH ROOF v Q "' I "6 _ ss T.O.2nd FLOOR PLATE }'EXT.PLYWOOD SHEATHING AliVAPOR BANKEFEERGLASSINR-k911 ti } 4r-3 I6°G -SS ` / WV"- COLLAR nE Q O NEW RIDGE BEAM f -^I 1.2.r'�A' ,gamy `, M (3)2x8 BEAM UNDER DORMER WINDOW 13 �l / / 11' Q p/L O 1/ k 14 �pF ��4 I �I ;c I TYPICAL ROOF CONSTRUCTION: `' / 13 Q PT RED CEDAR SHINGLES 1 �l-� ,10 I TYP.E%T.WALL CONSTRUCTION DTI• 2 P15 ROOF FELT (- .. W.C.SHINGLES,UINTREATED,5 T.W., < Q k EXT.PLYWOOD SHEATHING NEW FAMILY ROOM _a FO c d, N TYYIX HOUSE WRAP ICE& FIBERGLASS INSUL-R30 MI tO�TX NEW BEDROOM ?CD%PLYWOOD, 06 O N. WATER SHIELD AT VAPOR BARRIER "�Y,,,, - I}� 2%9 STUDS®1SOC �.L) m WINDOW B ROOF � iiiiiiiiilli.li_� o - 5�'F.G.INSUlATION.R:1B /FA'a w ■■■ FRI v .II q Xi) '1444.400.4AY NEW TJI FLOOR JOISTS,IY OC L NEW TJI FLOOR JOISTS,12'0C r/VVIM46Mti- PROPOSED 2ND FLOOR Z a • TYP.EXT.WALL CONSTRUCTION: ii � 111111111111 ,■ I•■.I ■■ !Ihimall .. ... .. q1i1S .y.CI .. ... .. of F z� TF 3_ m ° •• OOD,'" O, I—I,. . UVING ft00M E%TO 3?F.G.INSULATION R.13 H. M �aD I-= F+i \ ICE AND WATER SHIELD 1�1 QALL EAVES I i P4.4.4.4❖494L•4.4. OLIO FLOOR JOISTS IS OC IA4�Q1�1'!I�.0.11 V1� 10 FIR JOISTS V EXIST73219 FLOOR JOISTS I( \ EXTG FI RSTFLOOR ETEV� Q :� N. CONT.SOFFIT VENT j' III ALIGN TOP OF NEWS I I vJ �� . Ix SOFFIT NEW9'CONC. IXISTING FINISH J TITLE: ,.,,, ,, FLOORS EXISTING CRAWL SPACE ( m �. T.O.2ND FLR.SUBFL� — FOUNDATION WALL W112105 SG.RE § CRAWL SPACE I� ITE BARS,TOP&BOTTOM, Ede Slit L_J ? AL.GUTTER,HALF ?RIGID INSULATION ON INTERIOR OF ALL a - --' ♦ +WF•••R 11, I FASCIAlx BD GISTS I' $�" SECTIONS ' � J 1x8 FRIEZE BD r !.<: ill SECTION EXISTING X4 T`, R` _ 114 ?.It ai c WALL ASSEMBLY CONTINUOUS RIDGE VENT RIDGE BEAM,REF. �^•1 SNCT.DR1-7/8. V Ch R11 w4•xn-Tld Z RAFTERS.RAF, l0 NEW MARVIN .DRAWINGS WINDOW W WWIZ x Q J cto Ln /776 Ln .0, 5. IIIIIIIIIIIIIIIIIIIIIIII W CE a w. (J WALL AN SE MBLV - S RIDGE VENT DETAIL I 4 F, n3 1- IN LLIMILII ........... ......., ---. — .------------ il J 'filly III : : 1:■■I 1:f:C::�rME 0 ier Li m �.> - - - - ri --■----11 ■■■ ■■■. ■ -1- ■■■ 1--•---.---•---.-• .--•---•• 7 I� ��FDECK CONSTRUCTION L -O --Y�IR�1 ■�--LL-■•-Y.1M�I C�i-�■�il I y!■ MAHOGANY DECKING OVER �O III I---u- I ■■■ •■--1- -u--1--- -o o-I I� 2X SLEEPERS RIPPED. - CC t_ -•-41 --. II•--■-■ uillb+■nsi !.--■---1I� �-. ■■■--�)� — ON EPOM RUBBER ROOF. 02 .•----1- .0 . 1..--■ I---.- --■----. -.-lo-� .- = OVERN 2%9 JOISTS,SLOPED 2% W I NEW 2•NAILBOARD APPLIED TO -•---.■--•- -.---■------I•--•- - — ■ ---■■--•---■------■---■-�-■---� i.■I i WTM NPR BAIT INSULATION EXISTING SHEATHING.NEW TYVEK S -:�%ar r��.nm.-A-u--�.�i.-1z11 I=A i -• ■u-EM=MME.-.--.■1.da NM -- U 8 73 - SHINGLES L��■:MCAliem7Ci�91::C =.0 ,,'.11 t:_7.b-.v-t-n'Z•_n._�::-1(:.',N :1:t o_.4 G.,,,•it.GsZCI t.•z_ �'I�iliiiiiii + DD U IIIUIrUSMLf. s■riaMa'■fr1M:= W.klilig ra 1MIUI O n &Ila %li II L7f:Mf:�1IR:Mf STEEL ANGLE BOLTED TO EXISTING �..a==■: - -.- ■ -•- ■■II:' ~ FINISH FLOOR BCEIUNG Qillet O 7 ■■■ YINMf:M■a cD HEIGHT TO AUGN WITH FOUNDATION TO CARRY PROPOSED '. :: Fi--•--r■- ■■■ .--•---.---o--I: EX STING KITCHEN BRICKS FOR FOUNDATION,VERIFY 1111111 .. fl N • GRADE/ANGLE LOCATION IN FIELD .-ilH-■ --•----.--■---':: :i171•- I. ■-.• y�u .2:1117 1.1'��ok r,,a.1•ij.'Ay:.,W..♦,,,,v m.:m.:,•V:it-4 I . G FIRST FLOOR ELE=-4" — File No. .dwg NEW CRAWL SPACE Date 03.20.2006 Sheet No 3 WALL SECTION 4 SCUPPER DETAIL SECTION O 1"1�'vi\C • vie t O THROUGH MUDROOM 114 ki j. A-3 4 PERMIT SET - -- . - - 1 `y O U- V/ J 2 Z 0 CD ` IP.4 / I� l'1 o �I C \ \ CI Q .1, Q 0 (a NEW CRAWL SPACE PROVIDE 24'X 38'ACCESS f DOOR TYP. 4 z E 2 RIGID CI INSULATION i W ., v� OF CONRFACE 'I' f-j OF CONC.,I YP L�..I / AT CRAWL DROPWALL TOP A CONC. J I'+y SPACE WALLiTOACCOMODATE CTw�JI NEW 2RT FLOOR HOISTS. Q F FIN.FLRTO PLGN ( t4 § NEW CRAWL SPACE 4 TITLE: • Q1 BEg 14'd' 15df \ ' 'a [I \ FOUNDATION EXISTING CRAWL SPACE ti IMM Z .... t0 00 ,. -_ _Q EXISTINGSXBWOOD BEAM _ _ � 0- - Z O W z LL AID ROCS MT&IC EXISTING CMU PIERS C x J • s CT L � ANCHOR BOLT AT PT •'.€ = W SILL PLATE4S'OC ., O 2'RIGID INSULATION aux•tvrt d f 4 N 0 NEW D O g B'CONL. FOUNDATION \ \ \ WALL W/(2)CSeg 1 n I I SR RE BARS, y TOP BOTTOM GRADE ON b el W m W. 15-2t Er-or154 • / / / / A I- "3 8 K 36,* N / / 661 i T • 'In OI „_. 0 FOUNDATION PLAN ® FeO�UN[DJATI�OIN DETAIL + V m o Q a o 1 N • File No. .dwg Date 03.20.2006 Sheet No f PERMIT SET S...., 1 L • x. 0 U- cn ; z O o M 0 qO Q W z0 '-; 44' ot ,gd/ / 0 W a.,, f$ s.,, dil k -- — — -- — — -- — § :_ t YxB DECK JOISTS TITLE: M. OF Ea.WALL BELOW,ROOF EXTENDS TO M. COVER ENTRY,TYP.BOTH SIDES F FLR FRAMING FOR DECK FRAMING,SLOPED FOR PLANS • A(\ >V p DRAINAGE,SEE sEcnoNs P Yf 7ND FLOOR PLUMBING:TUB. ' - J 2ND FLOOR PLUMBING:TOE,TOUT,SINKSNONM $ § SHOWER,TRUES,SINKS FOR JOIST LAYOUT / SHOWN FOR JOIST LAYOUT \ �� �1 ‘Cer \ ' i � COD �' JIII jj jl®- (z)1'}%T}LVLHEAOER it ' , N,.„nik . 1, . ) _ ., W ,� 7 ___,, !,,,, 4,7 .,_, , !ix _ __ ... , _ _ Lr, 6,1 z 5, L---# ... t *., ___,, e a. ° E \ Nfl r'Y\ , ____.._. mi. oo v 05 o . V V W L o II�\ 14 V 3 L J1 L -- P U OJ - --- Ww w v 1 i \--,_ - \ -- —— -Ig r _ rn L L— ' x Ir , I _ i o 7 L ' T O . 1 DOUBLE TJI JOISTS AT STAIR. N • File No. .dwg Date 03.20.2006 FIRST FLOOR FRAMING PLAN ® SECOND FLOOR FRAMING PLAN Sheet No • i. 4 PERMIT SET S-2 oC s 0 ( i Z O o M o ic\l .., p4 z z D � � � . � O w � � Wt 5 � lea' J x TITLE: — DOUBLE RAFTERS AT DORMER, ROOF 4411 II dal 7EinbWST LJL FRAMING / / (2)2%8 BEAM UNDER WINDOW,FASTEN TO DOUBLERAFTERS PLAN 2 \ I- 8,2' 6,0'SHED DORMER U.? 1, Z ! / AI HATCH toATT1C R.O.-VEWFY W/MANUF. kp ,. V z o 4)'1, SHED DORMER i'a, Z >661 Iffigi � co 71/ (�r F 171' / W a a w Lii j' m o icui) Ce [664, a_ct w b 5 = = I— C X10 • mil let W a3 v 1 - a 6NUW =r\i ,„ w 01 V1 U � a I '� � s a Q Q ' o I..1, 5-0}' SHED RMER 5-01 , f File No. .dwg - Date 03.20.2006 1 ROOF FRAMING PLAN ss 1/4`-15B' .ram. r Sheet No f' PERMIT SET S-3 -- -__ - L,3 • 1 , • • V • TOWN of BARNSTA LE . • • MARVIN DOUBLE-HUNG ROOF SHINGLES-MATCH EXISTING W/ MATCH SIZE CASING MATCH GLASS SIZE TO EXIST. Ix RAKE BD.t SHINGLE STOP-MATCH EXISTING {{{{`'y���((!!' • _ 4 '� %� �10 V JVIS10 plate ht.@tlonner I WHITECEDARSHINGIES _ - -- plateht.@donner�_ / @ EXPDSLIRE TO MATCH EXIST. I I I I7 I I l I I , �— - WHITE CEDAR SHINGLES -1--1- 1'l 1 • 1 1 I I 1 l I @ EXPOSURE TO MATCH EXIST. // 1 I I Pr existing house � � / knee wall • - 11 I I I beyond + \ knee wan rrww� z AT PROPOSED ROOF.DECK .. / 5 .1--- I �_ ow \ MARVIN CASEMENT / O JEGIO!SdOocon/floor I1II' - j' T ALIGNTOPOPDECKNGWRH EXISTING —N I — ■■ K I /_ DETAILS TO EXISTING I ' / \ \proposed second floor 1(// lop of exisL/proposed roof deck i`7s tap al axial./proposed roof dock -' TYPICAL: Ix FASCIA BD.ON SOFFIT--/ = ® - -- • / • I I I I I I I I I ix FASDA BD.ON SOFFIT existing II. a] TO MATCH EXIST.HOUSE ]') I 11 III 1111 I 11 TO MATCH EXIST.HOUSE or I I I I OVER 1 x8 FRIEZE BD. f 111 II IIII ■■■ 1 1 I 1 1 I 1 1 OVER Ix8 FRIEZE BD. I I I I I , FAMILY RM a 11 I I r I ■■■ 11 I'JI I = II I,I,I I I 1111111 I'�I'I' ' , o a �] II IILI Lill I IIII Prof e? f'l II II EXISTING GARAGE DOOR fl II I I I( I1 II I W/NEW Ix TRIM t CAP BREEZEWAY / �j f MARVIN DOUBLE-HUNG , Q Ix CORNER BD.or —� WINDOWS PER FAMILY RM. .. o MATCH EXISTING ...AS. INDa MATCH EXIST.GLASS s CASING Ix CORNER BD.or III I I I -- of a• Poe. t MATCH EXISTING • 1 1 1' 'i i r7 BREEZEWAY I ��'(�. I existing nrd noor II I I I I I existing first floor y .I 1 1 S y existing garage noor i/ 1-I q sk I proposed second floor addition over existing garage,prop,breezeway with roof deck&prop.foyer I exist.house I, 4 proposed second floor addition&prop.breezeway with roof deck exist.house - - ry 1� o o4 NORTH (right side) ELEVATION WEST(front) ELEVATION - o 1/4"=1,-0" 1/4"=1.-0" r m 0 w z O m w O ROOF SHINGLES-MATCH EXISTING 1 x F.ASCIA BD.ON SOFFIT TO MATCH EXIST.HOUSE I x RAKE BD.P SHINGLE STOP-MATCH EXISTING OVER I xs FRIEZE BD. 21 10 I f' 'I Plate ht.@ dormer L I I plate nl.@dormer It - \ ! IIII II III 1111 I �� - \ ill4 MARVIN DOUBLE-HUNG I II 1 f I1 I I I L W WINDOWS W/Ix4 CASING MARVIN 1 ] 1 1 MATCH GLASS SIZE TO MST. I2 FRENCH DOOR I 1 h IIII II + 107 knee wall } y ...1lx. a S Z m AT PROPOSED ROOF DECK "f I I I I �' Q ALIGN TOP OF DECKING WITH EXISTING to r- j,I l ` I I I I TO U1• ROOF DECK existing house I 7 I I I�I I I b r y MATCH MATERIALS AND AU.DECK*RAILING beyond I I I1 I1 II I I I i I1 II 'Z IO C ® Z DETAILS TO EXISTING , top of exist./proposed roof dace �. 1111 I'I' '5 top of exist./proposed roof deck '"- i (4 m I L proposed second goer proposed second floor �1+ s/, AT PROPOSED ROOF DECK , 1 1 I I 1 I i W I l l ALIGN TOP OF DECKING WITH EXISTING I'I I I 0 ta ,,,' I(I 11 I'I I I' - it I L/ MATTCH MATERIALS AND ALL DECK C RAIUNG F DECK. I I I I I(({,,,I I N III EC ' - It], ` DETAILS TO IXISTIIJG I] 1 C ,,,�I = I lfJ 1 \ 4x6 POSTS CASED IN v' W_ z WHITE CEDAR SHINGLES 1 I l Ix CORNER BD.or i Z ,5 O_ a _ �� a EXPOSURE TO MATCH EXIST.- (I I 1 1 I I MATCH IXISTIIJ6 'O I II J D'I�1,OL GYM 'i l I I I I f I I I d a I— exisling first floor 1 IL l 1 l'l 1 • 1 x CORNER BD.or - L I 7 I 1'1� 111 I 0 Q -- I I l I ]I 1 )IJ MATCH EXISTING -- • 1 I 0• 0 2 w existing garage floor r_ existing garage lop!. - I N J REPLACE EXIST.DOOR -- - 6 aaJ W I w/3q'x08. 41 exist.house proposed second floor addition&prop.breezeway with roof deck 4.] SOUTH (left side) ELEVATION o 1/4 =1-o" EAST(rear) ELEVATION If. 1/4"=1-0" DATE: 03/14/2013 SCALE: AS NOTED DRAWING 8: Al - 3 • PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION/120 MPH WIND ZONE NAILING SCHEDULE ` ' . - NUMBER OP NUMBER OF NAIL SPACING JOINT DESCRIPTION coMemNNNLs BOX NAILS ROOF FRAMING BL00000 TO RAFTER DO[NAILED/ 2-00 2-I0d EA01 END • RIM BOARD TO RAFTERIEED NNIED 2.160 3160 FAO/END WALL FRAMING TOP PLATES AT 1NRRSECn0Ns(PACE NALED) 9.120 5-160 AT JOINTS STUD TO STUD(PACE LOOM 2-1E0 2-16a 22O.C. DEADER TO HEADER(PACE WORM 1G0 16a 22 O.C.ALONG EDGES FLOOR FRAMING JOIST TO SILL PL ATE ATE OR GIRDER DOE WIRED) 4-DO 4.104 PER.�ST i BI00050 TO JOST ROE NAILED) 220 2.100 EACn END ROCSING TO SILL OR TOP PLATE(TOE NNLE0 9.16E 4.16E EACH BLOCK • LEDGER STOP TO MAIN ORGIROEWPKl NOLO,/ S.I. • 4.16E EA.JOIST ° JOIST ON LEDGER TO UAW.NAKED) 9-00 9.100 PER JOST BAND JOIST TO JOIST LEND NAILED) R.I. PER JOST BOLD JOIST TO SILL OR TOP PLATE ROE EARED) 2-16D S16d PER FOOT ROOF SHEATHING . .00 STRUCTURAL PANELS J 1 RATTERS OR TRUSSES SPACED UP TO I O O.C. 104 6 MGM.NOD EAFTERS°RT...SPACED OVER IC O.C. 20 104 2EDW.WELD GADOP ENOWALL RASE OR RASE TRUSS 20 GABIP OVERHANG 90 10O 0 ECGFJG PIELD GABLE ENRVALL RASP OR RASE TRUSS°0 STRUCTURAL BO 10d G.MGM-FIELD OUTDOORS Cn GABLE MOW..RASE OR RASE TRUSS J LOOKOUT a1rYT9 DO Ma 9.EDGEH•MIDZ 0 • CEILING SHEATHING SiGYPSUM WALLBOARD I Sa COOLERS I W WWI WELD W W WALL SHEATHING WOOD STRUCTURAL PANELS MED VACED UP TO 22 O.C. nn ILA G.ELCHI2 WAD r•AND Is WB[RBOARD PANELS - 91 EDGNC FIELD A.6ttTUMWALLBOPRD 50 COOLERS . X°EDGEJIO FIELD FLOOR SHEATHING . . . .... ..... . ._ . ._,. .. .. .. . .. • .. WOOD STRUCTURALPJMOS . 'OR MSS ad 1. 6•EDGEll•FIELD CA A. O'5, GREATER TTAN I. 10a 160 6.EDGDO FIELD Al R O b Q M tg y V 14'-6" I" 10 16l-IO I - �I m• Q Cs' 6 4 R : R b 0 -4'wall F•S•i N I' \ CLOSETi 4, 'Ic- 4�L ... �o ` io b b O N ,_ _ ,O-t E E E B F-L•-I a: t r"0 N m e es S �' Z 9. W nu.', Fo I` d C `a 11 I L _ I O'CIA.CONCRETE SONOTUBE O I O '8 EXISTING CONCRETE SLAB FLOOR 5-8"+/ ON CONCRETE 28•DIA.'BIG poor FTG. o \ proposed/unheated I o b existing SITE ADJUST b M STUDIO/LOFT I b V 11 = ATTACHED TO CON.SONOTUBE. o I _ N GARAGE P.T.ATTACHED T CON.S r: 13'1 o"x 77.2" 1� w - m -'r SI * 1 4A POST BASE WITH APPROVED SIMPSON t '0 -- 1 \ \ + u eoPBRc\ �/ ICI% c, — \ — ■ `3 �I �_6" \ 9'0'x56"rt rj - Q -1- rreplace + EXISTING CONCRETE FOUNDATION WADS O I I e M.door l0 EXISTING CONCRETE C3 I I w/3'0160' BREEZEWAY in 7-FOUNDATION WALLS C °� I --- 2 I f I RED BRICK i existing I I \ W Z FAMILY RM "`III`° V P Z '� j11200, 4'-O 4'O° 2'-6" I exting/ / / Z vaulted telling FAMILY RM r T,44 POST F ABove-1W. fA R O WALKWAY 1 p 0 O a m existing driveway TOO BRICK - -_ ; N m Q r--- s DOWELS O ♦ z I ?OWLL a GROUT C Ui z 4-O°+/- I �TO ESSTING FOUND. ty G p f I L �r,__._____z, ea IX C O in EC I I IV THICK POURED CONCRETE I-4' — -- A 1 A €€ =rei aDDr 1 rE CONCRETE POOTIWAIL N I Ok20•CONTINUOUS A o i r4 I BOTTOM TO BELOW FROST u ue KI% I ��CC1I%% I I xisi r SUPPORTING 4•CONC.SLAB FLOOR ABOVE ��CV/ N W_ ♦~limit of exist. = C. 1 4 I 1 1 I roof deck / 5'-6"+/- pf0p I I ALIGN PLOOOR SORE ADJUST. W M MISTING P.T.z= --I . of Z I I ALIGN WALLS FOYER I ;� \ 111 I W EXIST.FLOOR I ~FounNc CO.o :T \' Q yI AUGIJ WADS 1 I I V I_IIIfl r\ �u -J 7 A ; 71:: O • proposed proposed 900wELS f ` i / fiSECOND FLOOR PLAN Mgr FIRST FLOOR PLAN existingpppTRG OUND. °Ming itF;:1004/1.1:447:-, `HOUSE FULL BASE E s•= 1/4„=1,-0" 1/4"=1'-0" CLy ,� .� 'Si FOUNDATION PLAN ' _2Pnf,.` DATE: 03/14/2013 1/4"=1'-0" SCALE: AS NOTED DRAWING#: A2 - 3 PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION/120 MPH WIND ZONE IMIMMINIMININIMINIIIMIIIM 1/ • lllp • • yy,,��� SOLID BLOCK 2 BAYS _ - - 50UD BLOCK 2 BAYS®40.O.C. il/ 1 II// J/4'PLYWOOD 918F1DOR 11■• ° - a __ / cid. . \\`• ./. en PLATE -T ,-� .. i„,I,.„.„-4i 'hhift...,„„.,---,..., H . . , pimaI!' IIT! 1 .1 . tr) a., 6 Ia�" ci A ,`_. DBL TOP PLATE 0 - Up ` 21 STUDS O 10'O.C. . pa w $ d' - LISTA SO"1B GA./6.O. • W S I EL) 0 TJ > - Ir .O % LL p J P.T.4x6 POSTS BELOW //j C . Fri LL n • n N R. M S FLOOR TO FLOOR CONNECTION 0 I z)z ee t- rg rc ©MAC N.TJL ■ 2.ICVP)t'E/CO d. M M y >_ ® y IV WO RIDGE BOARD O X till -- ll . ��'_ 2)2x8's , (2)(oS, _ O SOUD BLOCK• + , F. BEAM&STRAP �'���� _-- i UNDERch WALL ABOVE _ I I I y e a O My ini LSTA 0 EA RAFTER 1D t,D'r wf� II exist.header Qt y o END • 71 _ F� rA ialted rtlDISTANCE �' 1 y- clog. aa Cr.LO SOLID BLOCK 2 BAYS I'i_6� SOLID BLOCK 2 BAYS Q 40'O.C. �..IrnQI. I I ° WamvYi � wy- / 41RIDGE BEAM '� F y ` "." KI--I--IC'S1 ly u ©RIDGE BAND STRAP lEt RID STRAPS ARE NDT REWIRED I• m II- MAe NMI WHEN COLLAR TIES OF NOMINAL 11L8 � OR 2o4 WMBER ARE LOCATED N THE /�\ I � N _ m UPPER THIRD OF THE A11IO SPACE I I 41)W., — i A 2 AND ATTACHED TO RAFTERS USING �% ��CC11%i S)TDd NAILS EACH DID I---limit of exist. I roof deck y exist roof deck N I - y 0 I • 1 . ROOF FRAMING PLAN 1 1 1/4"=1.-0" I SECOND FLOOR FRAMING PLAN 1 _ exls8ng 2nd floor 1/4"=1-0" ®ROOF RIDGE: SIMPSON LSTA I8 STRAPS®EVERY RAPPER (OR EOUAL)pa 2,8 ROOF'RAFTERS®I O.G. I W/5/8.CDX PLYWD.SHEATHING 4 ROOF SHINGLES TO MATCH EXIST. —+2x I 0 RIDGE BOARD—� r 2x8 CEILING JOISTS®16.O.L. •.(L\: II ,---,-1",-, \ \��— plate ht.®dormer _ I`I / / \\ -. `Q- SIMPSON H 2.5 HURRICANE CUPS /• I' W NCO 0 J/,//� V\\\\ I _I « J } knee wall --— / / • proposed I unheated \\\\ W s T. m RAFTER 0 113.O.C. m 111 F a STUDIO/LOFT \\`TI 26 E%TER.STUD WALLS •IO17 ._ . jI'SUBFLOOR I 7 1 1 I I I 1 rI I I'I I_ ALIGN EXIST.t PROP.ROOF'DECK-- top of exist/proposed roof ded �t N m d MATCH SOFFIT DTLS TO EXISTING I� PROP.ROOF DECK: -- I I^'lull III III IIi��/�/////////� 1 ` H2.5 O EA.RAFTER Q Ur I� • 2xB+DECK JOISTS®16'0.C. 1111 HEADERfli g AO • GTERTOPLATE CONNECTION ... is. existin \ _?4 (Qc FIRST FLOOR) existing BREEZEWAY 2x6 EXIER.STUD WALLS W/PBGL I FOYER HOUSE `Ts ( 1 '�,rj/Z j r!J ---P.T.4x6 POST ABOVE INSULATION..I/2'CDX PLYWD.HOUSE tt f@ F Z GARAGE ATTACHED TO CON.50NOTUBE, WRAP t SIDING TO MATCH IXIST. \ a O WITH APPROVED SIMPSON 1 POST BASE 4'CONC.SLAB FLOOR _ ALIGN EXIST.t PROP.FLOOR { `f O .. I— • -azislinp rrat IloorP.T.2x6 SILL PLATE W/5/8' ...- ''' IXISTING FLOOR tali � S r r .,�q/�/ 'l• U BRICK WALK •_•:• 1 / r'l'r N II ANCHOR BOLTS MAX. 'O.C. r ✓ ` ®eXlsT.GRADE ® ..411'• 'r . / (,t Cn �iiii,iiiixiiiiiiiii,iii,ixiiiiiiiiiiii '�`ii i� 1—L •� RIGID INSULATION =.---ii in. P.T.2n '�- q, L :a-a.-,1 SI./) IXIST.FLOOR. 6 C. iI J. IF I'Lb9t % EXISTING FOUNDATION WALLS t SLAB %/7L* 10'DIA.CONC.SONOTUBE —II EXISTING FOUNDATION WALL '� r•• J '/.+tm OF REQUIRED THICKNESS ON CONCREfE 28' 10'THICK POURED CONCRETE 'BIG FOOT'FIG. FOUNDATION WALL ON O'x20' . y i6 F COIJTIN.CONCRETE FOOTING q A ,1.'� �t;'. ' '- BOTTOM TO BELOW FROST UNE 16'-0'+/- EXISTING 5'-8°+/- PROVIDE CONTIN.NS REBARS a.TN ` ^_ (2)®TOP t BOTTOM OF END.WALL /x-+.' °'% ` ......,-0„Pir��E: 03/14/2013 SITE ADJUST -I TIPICAL 7-0"+/- EXIST. t SCALE: AS NOTED Si TYPICAL CROSS SECTION ® SECTION 1/4"=1,0" w ©prop.FOYER 1/4"=1'•0" DRAWING#: A3 - 3 PROPOSED WORK IS IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 8th EDITION/120 MPH WIND ZONE