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0173 HORSESHOE LANE
fir" � _ 4 • r �` � i 1 ;:.w in '� � �vT'mF9" .v _ tY � i' .. a f cA � � .� � � d Z � .. � +j .- a ..� ,,. -- .. ..::. .�Y T� u � � _ ., .. _ e A 6 .. � � � o S . �. . � _ r ' $. a F _ .a � � -- t. °. r. � .. u 3 � `" ,: -.. ... ,o ,.. ,_ ,.. a � ,. ,: A . _ ... _ o b .., n . .. ... .. a .. ,. . � t .. v o : �.: .. ,,.. w „.. . � o . � _. .' :� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ZO Parcel 1 3 Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Feel Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 7d )�LS�S 40 e bwc_ Village "rr—.V—cVi t4.c_ Owner 6Lew) cS,4n) cou/!S Address 173 4)9,565Hya Telephone �t _ Permit Request ! '� f ret u t-ra An70 1y, G�91V ZfC-Gt��1 4e ���-c t 0 r $-rto ���, A��� r--,-A/79, /nl Square feet: 1 st floor:existing proposed 173. 2nd floor:existing — proposed Total new Zoning District Flood Plain Groundwater Overlay k Project Valuation 0,0062 Construction Type Lot Size Ar_a&5 Grandfathered: ❑Yes 14 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 3 Historic House: ❑Yes )'No On Old King's Highway: ❑Yes ❑No Basement Type: A Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) t7 Basement Unfinished Area(sq.ft) (o Number of Baths: Full:existing l new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing S new First Floor Room Count / Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New U Existing wood/coallstove: ❑Yes No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size 30. Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: - Zoning Board of Appeals Authorization o❑ Appeal# T Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name d 1�1/7Gi?Ptlf WS LLC- Telephone Number Address 76?7 License# &i13 CSC-tVi t_1^G—MA— 0-2,63'1— Home Improvement Contractor# 3� Worker's Compensation# W�_A 0 Z 011010 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Y SIGNATURE DATE + FOR OFFICIAL USE ONLY Pftlq lIT NO. DATE ISSUED MAP/PARCEL NO. p ADDRESS VILLAGE t OWNER DATE OF INSPECTION: �� FOUNDATION L lZZk Ik— FRAME INSULATION C& tob, FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH� ( FINAL FINAL BUILDING t 3 C 1 Lt ol DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations - a 600 Washington Street Boston,MA 02111' wwwanass.gopldia ' 'V�'orkers'Compensation Insurance�-fflddvit: BuUders/Contractors/Electricians/Pluinbers Applicant Information .Please Print Lezibly Name(Business/Organization/]ndividual): ��� 'rf 1 �G�.PAS-5 Lj ,C •Address• )4- 76 3 City/State/Zip:6,66-07 Phone.#; Are you an employer? Check the appropriate box: :Type of project(required) , 1!,LX! I am a employer with 4. [] I am a general contractor and I V6. ❑New construction . employees (full and/or p -time).* • have hired the s'ub-contractors 2.0 I am a'sole proprietor or partner- listed on he'attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have . g, []Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp,insurance comp,insurance.t' requixed,] 5. M We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing an work . officers have exercised their 11.❑Plumbing repairs or additions ' myself, [No workers' comp. right of exemption per MGL 12,❑Roof repairs insurance,required.] c, 152, §1(4), and eve have no employees, [No workers' 13.❑ Other comp,insurance required.] *Any applicant that checks boi#1 must also fill out the section below showing their workers'compensation policy information. t Ilomeowners,who submit this affidavit indicating they are doing all work and then hire-outside contractors mwt submit anew affidavit indicating such, tContractors that check this box must attached an additional sheet showing the name of the Sub-contractors'and state whether brnot those entities have employees, If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an e»iployer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' information. Insurance Company Frame: l.A Policy#or Self ins.Lie.#: WCA U' Z SQ I GT'1 (D.1 b Expiration Date: lob Site Address: --t�'.�- 25 �11✓ P�iU7[ 1/�c-c-� ity/State/Zip:�/�/�=.d2�31/ Attach a copy of the workers' compensation policy.declaration page-(showing the policy number and expiration date). Failure.to secure coverage aS required under Section 25 A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civilpenalties in the form of a STOP WORK,ORDBR and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemerit maybe forwarded to the.Office of Investizatiors of the WA for insurance coverage verification, I do hereby certify under the pain7alties of perjury that the informaton provided above is true and correct. Si afore: Date: 4•-' �' D Phone : 7Lf,11dalus only. Do not write in this area, to.be completed by.city or town offzciaL n: ' .Permit/License thority(circle one): Health 2.BuildingDepartment 3.City/ToernClerk 4.Electrical Lispector 5.Plumbing Luspector rson: Phone#: I s Client#:51439 ` ACORD- CERTIFICATE OF LIABILITY INSURCAPEENT - . • A N C E DATE(MMIDD/YYYY, PRODUCER ' klogers dGray Ins. Plymouth ' THIS CERTIFICATE.IS IS SUED AS A MA 04/15/06 TTER OF INFORMATION 341 Court Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P.O.Box 3700 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Plymouth,MA 02361-3700 INSURED INSURERS AFFORDING COVERAGE NAIC# Cap®Wide Enterprises LLC INSURERA: Firemen's Ins.Company of Washington PO Box 763 INSURER B: Acadia Insurance Centerville,MA 02632 INSURER C: INSURER D: COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLfCY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LT 8 TYPE OF INSURANCE POLICY NUMBER POLICY EFFEC7IV POLICY EXPIRATION A GENERAL LIABILITY CPA0215624 LIMITS 04/30/08 04/30/09 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED. CLAIMS MADE a OCCUR $250 O00 MED EXP(Any one person) $5 0O0 PERSONAL 3 ADV INJURY. $J OOO OOO GE.LAGGREGATE LIMIT APPLIES PER:, GENERALAGGREGATE f2.660000 POLICY j R07 LOC PRODUCTS=COMP/OP AGG 32 OOO OOO B AUTOMOBILE UABILm MAA021562510 04/20/08 04120109 . ANY AUTO COMBINED SINGLE LIMIT ALLOWNEDAUTOS (Ea accident). $1,000,000 X SCHEDULED AUTOS BODILY INJURY X HIRED AUTOS (Per person) $ X NON-OWNED AUTOS BODILY INJURY (Par scc deM) $ . PROP accident)DAMAGE $ . GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ B" E%CESSIUMBRELLA LIABILITY AUTO ONLY: AGG $ CUA021562710 X OCCUR CLAIMS MADE 04/20/08' 04J20/09 EACH OCCURRENCE s2 000 000- � AGGREGATE . 52 GOO'000' DEDUCTIBLE S X. .RETENTION.. S 10000 S.. ,`.: ...... ... .. B WORKERS COMPENSATION AND WCAO25019610 . 04/14/08 04/14/09 X we srAru, s " EMPLOYERS'.LIABILITY 07N- ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDEO7 E.L.EACH ACCIDENT sSOO 000 If yes,describe under " SPECIAL PROVISIONS bebiv E.L.DISEASE-EA EMPLOYEE s500 000 " OTHER E.L.DISEASE-POCKY LIMIT SSOO OOO .- DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS a CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE"THE EXPIRATION Town of Barnstable.f3 tQ 200 Main Street DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR To MAIL 1A. DAYg 1k R EN " NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO gp SMALL Hyannis,MA"02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE . ACORf)25(2001/08j of 2: #S35390/M35379 DAC 0 ACORD CORPORATION 1988 QO 35;0.;00 cf enclosed space IA-Masonry 1G-12 Family-Hornes :Failure fo possess a current edrtgn of the a IVlassachusetts State Building Code `� - is caugea�forre�o;cahon of.this heense. - ss . aauoiss�wwo� 9£9 6"i'/V hlb10o 2�2ibrl/liWlr/�wZZv e4m SOS ' 441Al 1 :r asuaol�:aoslruadng uol;one;suo u tl sptoom xPue sui RjR.", �:�uippng:3o pueog,;. q�flyr�ngv� �naiiiacox7vu%oGl. a��. � r °FtME T Town of Barnstable °* Regulatory Services $ '"M MAS& Thomas F.Geiler,Director Fo1;�a`e� Building Division. Tom Perry, Building Commissioner i 200 Main Street, Hyannis,MA'02601 www.town.barnstable.ma.us - Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, Q.V1N1 �-e v.0� of 5US4,1 � ,as Owner of the subject property hereby authorize (�41 eaAj i cQ e_ is(. . to act on my behalf, in all matters relative to work authorized by this building permit application for. l -73 s (Address of Job) Signature of Owner D Print Name Q TORM&O WNERPERMIS SION .`/fze ll/G i72��24nCUP�LLIiL O�✓U,GCt06CLC/'LC[P5P. 4 $ ;B..'oard of Building Regulations and:Standard`' a HOMSI IMPROVE"AENT CONTRACTOR- s Registration 143358 Yr Expiration T/8/2008 R' Type Ltd=Liability.Corporation � ,;,E �APEVII�IDE ENTf*�PRIS'ES-L t fir' RTCHARD CAPEN_ . 20 BLACKHOf2N iml. MAiSTON MILLS,MA 02648 AAnistrator Fe License or regiOratiog-vand-for mdiu duLuse only ?' I b gndae If feforetbe epratio tBo arB oudreurn tofun : - :.r., Regulations and:S,tandards' One.Asbburton Place�lZm 13U1' Boston;Ma OZ;IOg' A. i t° G Not valid wi -`ut signature AIVC Guile to 6Yood Constr"llction zn Hi h lYirrd Areas: 110 niph 1firid Zone Massachusetts Checklist foi- Colilip lance (780 C-INr>z 5301.2.1.1).' Check. Compliance 1.1 SCOPE WindSpeed(3-sec. gust)..............................................................:.... ......................................:......... 1.10 mph WindExposure Category.................................................................. ..................:.......:...................................B Wind Exposure Category................Engineering Required For Entire Project.......... ...........................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) .2 stories <-2 stories Roof Pitch ............ .................. .............................. (Fig 2 ........................... < <12:12 ✓ ( 9 ) ............. - MeanRoof Height ..............................................:...............(Fig 2)................................................. ft <_33' ✓. BuildingWidth, W ...............................................................(Fig 3)................................................ A ft 5 80, Building Length, L .............................................:............:...(Fig 3).................................................j"44 ft <_80' � Building Aspect Ratio(L/W) ........... ................(Fig 4)................:....:.... ........... ( 5 3:1 v Nominal Height of Tallest Opening2 ...............(Fig 4)...._....................... :.. . <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 FOUNDATION1'3, 5/8"Anchor Bolts-imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ........................................:.(Table 4)........:.............................:.: ... in. Bolt Spacing from end/joint of plate..............:..........: (Fig 5).........................`......... I Y in. 5 6"= 12" _<' : ........... Bolt Embedment-concrete.........................................(Fig 5)............................... ...:.: in.a,7" Bolt Embedment-masonry..........:.:.......:........:...........(Fig 5)..,..;...:.. ...! "...:.. .'.`;.......... =in._> 15" . PlateWasher................................................:...............(Fig 5)................................. .............>3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ........ ................(per 780 CMR Chapter 55)................... ........... Maximum Floor Opening Dimension...................................(Fig 6).... ...., .:....:.:...................:.......�iZft 5 12' 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)......................................... . ......... . �.. j`' .... lift s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........................ ........`.................'=--f4 _<d Floor.Bracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ...................... .._............I.............(per 780 CMR Chapter 55)............................ Floor Sheathing Thickness :.................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening.......... ......... .........(Table 2).._d nails at in edge/—A field 4.1 WALLS Wall Height Loadbearing walls .....,.............. ............. .................(Fi 10 and Table 5 �t _< 10' Non-Loadbearing walls........... . ,..............:.................(Fig 10 and Table 5). ''r:. 4:� 5 20' Wall Stud Spacing .............I............:.............................(Fig 10 and Table 5)f• a ~,.....:.._in.s 24"o.c. 7&8 r1 rry...'...,........ ' ✓ft 5d Wall Story Offsets ..::..........................:.......................(Figs )..............:............ . Y 4.2 EXTERIOR WALLS' ' Wood Studs .// Loadbearing Walls............ ....... ..................................(Table 5).. :...:.......2x - ft , in. Non-Loadbearing walls................. ....................:...:..(Table 5).............. :..2x ft in. Gable End Wall Bracing' Full Height Endwall Studs..................... ...................(Fig 10) .. ................................................... WSP_Attic Floor Length................................................(Fig 11.)..... ....... ................... #3 ft>W/3 'Gypsum Ceiling Length(if WSP not used)..;..*..............(Fig 11).:...........................:.............._ft>-0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).................:......................::....::.............. or 1 x 3 ceiling furring strips @ 16 spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ` Double Top Plate Splice Length ........................................................(Fig 13 and Table 6) ........_ft Splice Connection (no.of 16d common nails)........ ....(Table 6)............... .... . ::. ........ .:..:............. I A HT Guide ide to I ood C011S11'!/ctim hi Hi i[ ,,h Wi/Ud.`(i-eas: 110 i1ph lfli 9d Zoiie Massachusetts Checklist foi- Compliance (780CiiR5301'.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)...................................:................. Non-Loadbearing Wall Connections Lateral(no. of 16d common nails).............:......,. ( ) v .......... Table 8 ....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance t _Table 9) Header Spans ........................................................(Table 9).................................. ft_in._< 11' Sill Plate Spans ........................................................(Table 9).................................. fft_in. s 11' Full Height Studs (no.of studs)....................................(Table 9)............................,.........*.........,...... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9).................................. ft in. 12, Sill Plate Spans.... .......................................................(Table 9)..................................� <_ft_in.s 12" Full Height Studs(no. of studs)....................................(Table 9)....................................................... W' Exterior Wall Sheathing to Resist Uplift and.Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest O enin 2 ...ems 6'8" SheathingType.....................:........................(note 4)....................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10).................................................I in. Shear Connection (no. of 16d common nails)(Table 10)...............:....................................... Percent Full-Height Sheathing...................:...(Table 10)......,.............................................. %a 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2.......................................................................... 6,8„ SheathingType..............................................(note 4)....:...........................:.................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................in. Field Nail Spacing.......................................:..(Table 11)..................................................�in. Shear Connection(no. of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing Table 11 ............. 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...........:........ Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...............:...................................(Figure 19) ............. ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=f�plf ............................ Lateral.............................................(Table 12).............................................L=�plf Shear..................................:............(Table 12)............................................S=__!;�A(plf . Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker............ .............................(Figure 20) ............._ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)....:.......................................U=_Q�lb. Lateral(no. of 16d common nails)...(Table 14).......................................L=1�Ib. Roof Sheathing Type..................:................................(per 780 CMR Chapters 58 and 9) ............. Roof Sheathing Thickness........................................... .............................................shin.?7/16"WSP Roof Sheathing Fastening............................................(Table 2)................................................. ........ � 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 Grride to {Vood Coiistructiorr in IIi4(h I•Vin.d Ai-eas: .110 mph 11"ixld Zone massachusetts checklist f01- CO111pliM1Ce (780 C111Z 5301.21:1)I 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: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered 6t 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection:a) new house or horizontal addition—required if project is 1 mile or closer to shore(generally, south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor c)replacement windows—needs energy conservation compliance only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. •-WHEN THIS EDGE RESTS ON FRAMING USE Sd NAiLS AT6"o a u t-I 11 11 11 1 W T1�, II � u Ir•F 1 - - y 1 - 1 ►- 11 I l m _.,1 � �. d i i II Il ll i Q. + d "lI I1 FRAMING MEMBERS i� X 1 i EDGE 6aTERMFJDIAT£ 1 1 II /1 Ir W 1 1 r Z_ 11 „j 11 '1 t ¢ 1 � i � `�• 1 'J r W,l 14 1 - t 1 ' I � �00LIOU EDGE `-------r�� STAGGEREfl 3"MMJ NAILSPACAJG 1 I 1 MAIL PATTERN PANEL PANEL EDGE , DOUBLE NAIL EDGE SPACM DETAL" See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment r 3 >Sil�. Ott Z TOWN OF BARNSTABLE Building Department - Foundation Permit Date 712)D8 Permit # )-068 0,.01741 Name CAPEwT-t E Location 1715 Hoe-SESME LK) Insp. of Bldgs. f opa 0"71 CONSTRUCTION SPECIFICATIONS THE LEV"S RESIDENCE ADDITON 173 HORSESHOE LANE CENTERVILLE, MA. 02632 January 21, 2008 NIICHAEL A. JIMERSON A.I.A. 193 HORSESHOE LANE, CENTERVILLE,MA. 02632 telephone: 508 775-4264 pa uP 1 of 15 1• _ r- LEWIS RESIDENCE SPECIFICATIONS: 1) GENERAL REQUIREMENTS: GENERAL REQUIREMENTS: a) Plans and specifications are cooperative. The drawings and specifications are intended to provide the basis for the proper completion of the Project suitable for the intended use of the Owner. b) All labor and materials required to fully carry out the intentions of the plans and specifications are part of this.contract,whether or not specifically documented.Items not expressly set forth but which are reasonably implied or necessary for the proper performance of this work shall be included. c) The contractor shall provide each item mentioned,indicated or implied to achieve the intended building according to the methods of best construction practices. d) In no event is any article,operation,method or Material to.fall below the standards set by FHA Minimum Property Standards for One and Two Living Units,latest edition and all amendments to date. The contractor will comply with 780 CMR The Massachusetts State Building Code 7`h Addition even in the event of conflicting requirements in the plans and specifications and at no additional cost to the Owner. 1 e) All equipment and materials are to be installed according to manufacturer's recommendations, and are to be new. f) The owner shall be the final judge of the quality of the workmanship,and reserves.the right to reject any work he considers inferior. g) The contractor shall be familiar with all existing conditions and shall verify all dimensions relative to the work contained in the construction documents. Do not scale drawings. Any conflicts or discrepancies between depicted design and these specifications shall be reported to the owner for resolution prior to the installation of work that can be changed without additional cost to the owner. All assemblies and components for the project shown in the working drawings or specified are to be installed complete according to normal practice and make good. h) The Contractor is to: provide cutting and patching work to properly complete this project;is to not remove or alter structural components without written approval;is to cut with tools appropriate for materials to be cut;to patch with materials and methods to produce a patch which is not visible from a distance of five feet: and to not cut and patch in a manner that would result in a failure of the work to perform as intended,decrease operational life,or to decrease safety factors. i) The Contractor is responsible for using experienced installers and subcontractors. j) The Contractor is responsible for the delivery,handling,and storage of materials in strict accordance with manufacturer's instructions. k) The Owner will pay for utility service consumed. Do not waste. 1) The Contractor will provide temporary sanitary facilities. m) The Contractor will provide fire extinguishers in work area during construction. n) The Contractor will provide egress within and around construction areas. o) In regards to Products and Substitutions: the Contractor shall provide products and materials specified;request the Owner's selection of items yet to be determined,colors, and accessories in sufficient time to avoid delaying progress of the work;submit requests for substitutions in writing,including reasons;and submit sufficient information for the Owner to evaluate proposed substitution. Pa ue 2 of 15 p) It is the Contractor's responsibility during installation: to not proceed until unsatisfactory conditions have been corrected;take field measurements prior to fabrication where practical;form to required shapes and sizes with true edges,lines and angles;provide inserts and templates as needed for the work of the other trades;install materials in exact accordance with manufacturer's instructions and approved submittals;install materials in proper relation with adjacent construction and with proper appearance;to restore units damaged during installation;to replace u nits which cannot be restored at no additional expense to the Owner;and to refer to additional installation requirements and tolerances specified un individual sections._ q) At the Project Closeout it is the Contractor's responsibility to prepare a punch list for remaining work for review by the Owner;to complete punch list items promptly at not additional expense to the Owner;submit operating manuals,maintenance manuals,and warranty information;to remove temporary facilities and provide final cleaning and touch-up;to restore portions of building,landscaping and other items damaged by, construction operations to the satisfaction and no additional expense to the Owner. 2) DEMOLITON: a) Provide selective demolition of interior partitions and building components designated to be removed. b) Remove hollow items or items which could collapse. c) Remove any abandoned utilities and wiring systems._, d) Notify Owner of schedule of turning on of utilities that may be required during construction. e) The contractor is responsible for survey of existing.conditions and correlate with drawings and specifications to verify extent of demolition required. f) The contractor is to verify conditions at the site to determine whether demolition methods proposed for use will not endanger existing structures by overloading,failure,or unplanned collapse. g) The contractor is to perform demolition operations by methods,which do not endanger adjacent spaces and structures. h) The contractor is to perform demolition operation to prevent dust and pollutant hazards. i) The contractor is to provide temporary protection from dust and pollution control to adjacent spaces during demolition operations. j) The contractor is to provide removal and legal disposal of all materials in accordance with state and.local laws. k) The contractor is responsible for reporting to the owner any hazardous waste materials that may be encountered during demolition or construction. 1) All existing materials,which are to be salvaged,shall be relocated out of the work area to prevent damage. m) Where existing walls are removed,the contractor shall patch existing adjacent walls, floors and ceiling as required with finishes to match existing. 3) SITE a) SITE CLEARING: 1)Remove existing trees and vegetation where proposed additions occur. b) SEPTIC SYSTEMS 1)Summary: Capewide Enterprises has been contracted by the Owner to do the Title V Septic system to replace the existing. Contractor to coordinate with Capewide Enterprises,contact: Richard Capen;telephone: 508-428-4028. Pa see 3 of 15 c) SITE SURVEY 1)Summary: Capewide Enterprises has been contracted by the Owner for this service as part of their scope of work. Their surveyor will stake out the addition as well as verify that footing have been poured as dimensioned.Contractor to coordinate with Capewide Enterprises,contact:Richard Capen;telephone: 508-428-4028. d) RELOCATION OF GAS METER AND GAS LINE 1) In summary contractor is to relocate gas meter to Horseshoe Lane(Front Elevation)and gas line into residence as per addition location. 4)CONCRETE: a) Concrete work shall conform to`Building Code Requirements for Reinforced Concrete",and"Specifications for Structural Concrete for Buildings"(Latest Editions,ACI 318 and ACI 301). b) All Concrete shall attain the following Compressive Strengths(f'c)at 28 days: 1) Concrete exposed to weather and basement foundation walls: 4,000 PSI(with air entraining agents conforming to ASTM 260, vinsol resin type and water reducing agents conforming to ASTM C494). 2)All other concrete: 3000PSI(with water reducing agents conforming to ASTM C494). 3)All concrete shall be normal weight with a dry density of 144 pounds per cubic foot(plus or minus 4 PCF). c) The following minimum concrete cover shall be provided for reinforcing: 1. Concrete placed against the earth 3 inches. 2. Sides of footings,walls and piers 2 inches to main steel 3. Slabs on grade at mid depth d) Reinforcing bars shall conform to ASTM A615,Grade 60. Lap bars a minimum of 36 diameters at splices. Welded Wire Fabric(WWF),shall conform to ASTM A185. Lap mesh 6 inches at splices. e) Construction joints shown on the drawings are mandatory. Reinforcement steel shall be continuous through all construction joints. All construction joints shall be keyed. f) Detailing,fabrication,and erection of reinforcement shall conform to the latest edition of the"Building Code Requirements for Reinforced Concrete","ACI Detailing Manual",and"CRSI Manual of Standard Practice". g) The contractor shall submit design mixes for all concrete. h) Provide a 6 mil.Vapor barrier under interior slabs cast on grade(dust cover of crawl space). i) Foundation anchor bolts shall be 1/2"diameter steel conforming to ASTM A307 and shall be at least 10"long plus a 2"long horizontal bend at the bottom. Unless otherwise noted on the drawings,the bolts shall be spaced at a maximum of 24"on center with an additional bolt within 12"of each corner of the foundation. Each bolt shall be placed with a 2 1/2"(plus or minus 3/8")extension above the top of the concrete to allow for full engagement of the lower sill plus a washer and a nut without countersinking the top of the lower sill plate. j) All footings shall be founded on solid rock,naturally deposited,undisturbed inorganic soil,or on compacted structural gravel fill placed after removal of the unsuitable materials with a minimum bearing capacity of two(2)tons per square foot. k) Where unsuitable bearing soil or existing fill or unsuitable rubble from previously existing building construction is encountered at the specified footing elevations or Pa Qe 4 of 15 beneath.new slabs-on-grade,the excavation shall be continued down to suitable material and backfilled with compacted structural fill to permit the new footing to be placed at the specified elevation. 1) Bottom of footing elevations are shown on the foundation plans. The architect shall monitor bearing soil and placement of compacted structural fill. No foundation concrete shall be placed in water or on frozen sub grade material. m) All perimeter foundations and slabs shall be protected from frost penetration until the project is completed. n) Do not backfill against foundation walls to a difference in grade of more than two feet until either a temporary or permanent lateral structural support system is in place and of full strength. o) Structural gravel fill shall consist of hard,durable stone and course sand free from frost,frozen lumps,topsoil,clay and other deleterious materials. All structural fill placed with the proposed building footprint shall be placed in lifts having a compacted thickness of 7"or less and be compacted to at least 95%of its maximum modified proctor density. 5)MASONRY:Not used 6)METALS: a) Lead coated copper for all flashing. b) Drilled-in Anchors: 1. All drilled-in anchors shall be by Hilti Corporation and shall be installed in strict accordance with the manufacturer's recommendations. 2. Anchors to be drilled into solid concrete shall be"HIT HY- 150"or"KWIK BOLTS H"as designated on the drawings. c) Structural Steel,miscellaneous metals:_ 1. All structural steel shapes,plates,and bars shall conform to ASTM A36;yield strength=36KSI. All structural steel shall be thoroughly cleaned(SSPC-SP3)and receive on coat of shop applied primer. d) Metal Fastenings; 1. Provide galvanized joist hangers at all flush framed conditions.Unless otherwise approved by architect,hangers for beams wider than 3 1/2"shall be 16 gauge. Submit all proposed hangers for approval. Hanger and other prefabricated steel connector designations on the drawings are to be manufactured by Simpson"Strong-Tie"connectors or equivalent. The contractor may substitute hangers of similar size and capacity that are fabricated by other manufacturers or are custom fabricated from structural steel plates and angles. Submit proposed substitutions to the engineer for approval. Do not alter any connectors in the field without first consulting with the engineer. Where minor field fit-up modifications are necessary,notch the timbers;never modify the metal connector. 2. Provide Simpson"H8"Hurricane Anchor Clips or other equivalent 18-gauge steel framing anchors at all rafter supports. Provide Simpson Strong-Tie"L202.4"Ridge Straps or other equivalent 18-g4uge steel framing anchors at rafter to ridge connections. Provide Simpson Strong-Tie Ua as C of 1 S t r "L203.1"top plate to stud connectors or equal and"SP4" stud to bottom plate connectors. e) Insect Screen: To be 18 x 16 wires per inch mesh,aluminum-anodized black finish for screened-in porch. f) Aluminum gutters and downspouts to match existing are to be provided for on the master bedroom addition. 7)WOOD AND PLASTICS: a) FRAMING: 1) Rough Carpentry: All rough framing for joists,girders, rafters and studs in load bearing walls shall be Spruce- Pine-Fir #2, Southern Pine 42,Hemlock-Fir#2,or better. Fb(single use)=875 PSI. Fb(repetitive use)= 1,OOO PSI. E= 1,300,000 PSI. Lumber for exterior exposures and sills in contact with concrete or masonry shall be Southern Pine#2 and shall be pressure treated with a preservative. Fb(repetitive use)= 1,260 PSI. All rough framing lumber shall be either kiln dry or storage dry with moisture content of not more than 19%. 2) At all corners of the perimeter walls provide a 3-2"x4" comer post for 2"x4"stud walls. 3) Provide metal strap X-bridging or solid bridging at 8'-0" on center at all floor joists. 4) All rough framing details not specifically shown on the drawings shall comply with standard platform frame construction and with the applicable provisions of the Commonwealth of Massachusetts State Building_Code including nailing schedules. 5) Minimum post sizes where girders are parallel to the wall: See the minimum lintel schedule below for shorter spans. For spans up to 9'-0",provide 3"of bearing(2 jack studs). For spans up to 12'-0",provide 4-1/2"of bearing(3 jack studs). 6) In studs of bearing walls,notches made to receive ductwork or pipe shall be cut not more than 1/4 of the depth of the stud or the studs shall be doubled or otherwise reinforced. 7) Unless otherwise noted,provide the following lintels over openings in load bearing stud walls: LINTEL SIZE MAX.ROUGH MIN. END OPENING BEARING 2"x 4"Stud Walls 2-2x6 2'-9" 1-1/2"(1 Jack stud) 2-2x8 3%8" 1-1/2"(1 Jack stud) 4x8 4'-0"" 1-1/2"(1 Jack stud) 2-2x10 4'-8" 3"(2 Jack studs) 4x10 5'-2" 3"(2 Jack studs) 2-2x12 5'-8" 3"(2 Jack studs) 4x12 6'-3" 3"(2 Jack studs) (In 2"x4"stud walls provide 1/2"plywood filler pieces as necessary to yield a 3 1/2" wide beam). Plop,6 of 15 8) Laminated Veneer Timbers shall be designated with a "LVL"on the plans and shall be fabricated by the TRUS JOIST CORPORATION of Boise,Idaho,BOISE CASCADE CORPORATION,or LOUISIANA-PACIFIC of Portland,Oregon. The allowable bending stress shall be 2,6000 PSI. The modulus of elasticity shall be at least 1,900,000 PSI. 9) In girders,beams,or joists,cuts and boreholes shall not be deeper than 115 the member depth nor more than 2 inches in diameter. Such holes shall be confined to the middle 1/3 of the member depth,and shall be separated by at least 4 inches of solid wood. If piping, ductwork or other mechanical systems installation shall require cuts or holes to be made larger than allowed above,the contractor shall add extra joists,provide flush framed headers and trimmers or make other minor structural revisions as required by the engineer to accommodate this work. 10) For beams made up of multiple solid sawn 2"x members or 1.75"LVL members,each lamination shall be secured to the adjacent piece with two rows of 16d nails at 12"on center. Special bolting patterns are shown on the drawings where they are necessary. 11) Where stud walls are greater than 8'-0"tall,provide one row of solid horizontal blocking at mid-height. 12) The Trus-Joist Corporation of Boise,Idaho;Boise Cascade Corporation;or Louisiana-Pacific of Portland,Oregon shall manufacture timber I-Joists shown on the drawings. Submit specifications for other proposed equivalent high performance engineered lumber products. Submit to the architect a proposed erection plan for each floor framed with these products for review prior to shipment to the job site. See framing schedules for I-Joist hanger specifications. b) SUBFLOORING,ROOF SHEATHING,AND WALL SHEATHING: 1) Sub flooring,roof sheathing,and wall sheathing shall be APA-INT plywood with exterior glue. Roof Sheathing pitched at more than 4'/12' shall be 5/8"thick(I.D.Index 48/24). Plywood sub flooring shall be 3/4"thick "STURD-I-FLOOR"with tongue and groove edges-(I.D. Index 48/24)with a grade of C-D. Plywood roof sheathing shall have metal H-clips,solid blocking or tongue and groove edges at panel joints. All plywood sub-flooring shall be glued to supporting joists with a construction adhesive. Floor and roof sheathing shall be secured with annular ring nails(staples are not to be permitted). Sheathing shall be installed in strict accordance with manufacturers exposure,spacing and span ratings and shall be stamped by a recognized agency to show those ratings. Pa Pre 7 of 15 t c) EXTERIOR SIDING: 1)Exterior shingles pre-dipped in Cabot Stain to match existing house shingle color are to be manufactured by Maibec Industries Inc.(1-800- 363-1930)"Nantucket"grade,which is premium quality eastern white cedar shingle, 100%heartwood,with zero defects allowed.The shingle exposure is match the existing shingle exposure and joint spacing should be between 1/16"and 1/4". Joints(spacing between shingles)of three successive courses should not be in alignment. Rust-resistant nails only either hot dipped galvanized steel or aluminum—alloy nails. Two nails per shingle,regardless of its•width. Nails are to be located about 3/4" from each edge and 1-1/4"above the butt line of the overlapping shingle. NOTE: Contractor to provide Owner the option of re-shingling the entire house(the existing as well as the addition). If the Owner decides to replace all of the shingles the pre-dipped option is to be with Cabot Bleaching Oil. d) EXTERIOR TRIM: 1). Exterior trim is to be cellular PVC as manufactured AZEK, www.azek.com,tel. 877-275-2935. Window trim,door trim, fascia boards,soffits,corner boards, and column wraps are to be fabricated by Millwork Unlimited which is distributed by Parksite,Plunkett-Webster 800-243-2283. Window and door casing trim is to be 5/4"x 4"flat casing with#MU501 Non- Stock Sill for windows. The fascia boards are to match the existing house fascia boards in width. The corner boards are to be fabricated from 5/4"x 6"AZEK. The exterior soffits and screened in porch ceiling material is to be fabricated from 1/2"x 6"x 18' AZEK bead board. The square smooth column wraps are,to fit over a 6 x 6"column,ship preassembled on 3-sides and secured with lock miter joints. Contractor to provide pricing option for all existing exterior trim to be replaced with AZEK. e) MILLWORK: 1) Fabricate and install built in fold down table in the new laundry room as indicated in plan out of 3/4"MDF,medium density fiberboard,with a Formica,plastic laminate top and edge.Color to be determined 2) Provide rods and shelves in closets as indicated in plan with solid wood blocking as required to support these. 3) Bathroom vanity cabinets$800.00 allowance. Bathroom vanity and dressing. table countertop provide Owner an allowance of$40.00/s.f.For 3/4"solid surfacing material such as Corian by DuPont. 4) Fireplace Mantel is from NAMCO telephone: 800-899-4533;web: www.namco l.com;style: Bollection in paint grade finish. 5)Laundry room wall hung cabinets $200.00 allowance. f) WOOD BEADBOARD CEILING: 1) (Pricing Option vs. AZEK bead board): Bead board ceiling of screened in porch is to be MDF(medium . density fiberboard),tongue-and-groove bead board'planks, Paint-grade, 1/2"thick pre-primed both sides,finished width of 3"as manufactured by WINDSOR-ONE SPBC4 Pa Pre. R of 15 bead board;website www.windsorone.com;telephone; 707-838-71,01. Alternate to MDF bead board t&g planks would be MDF sheet-stock bead board that comes in 4'-0" widths. Note if this product is used take extra care to seal cuts ends during installation. g) STAIRWORK AND HANDRAILS: 1) Install stair and handrail to basement.Provide new support as indicated On drawings. h) INTERIOR TRIM: 1)Interior trim to be flat pre-primed pine 1"x 4"window and door casing, 1"x 6"base moulding. i)WOOD BLOCKING: 1)Contractor is to provide wood blocking in wall framing to support handicap bars in bath,shower and master bathroom water closet. Contractor is to provide blocking for over washer dryer cabinets,closet rods,and shelving. j)WOOD DECKING: 1) Decking surface to be AZEK deck formally known as PROCELL) 1"x 5-1/2"deck boards and 1/2"x 5-1/2"rim joist covers. Provide pricing for AZEK decking color slate gray for exterior deck and for screened-in porch flooring. Website; www.azek.com; telephone: 877-ASK-AZEK. 2) Contractor to provide pricing alternate for screened-in porch flooring of Ipe' 3/4"x 3"decking and Mahogany 3/4"x 3-1/2"decking. 7)THERMAL AND MOISTURE.PROTECTION: a) DAMPPROOFING: _ 1) One(1)layer 6 mil polyethylene under dust cover of crawl space.All joints lapped 6",sealed and taped. Mopped waterproofing on entire perimeter foundation. 2) `Home Slicker Plus Typar' house wrap as manufactured Benjamin Obdyke Incorporated,Telephone: (800)523-523-5261; website: www.beniaminobdyke.com. b)INSULATION: In summary the contractor is to install insulation and vapor barriers with continuous coverage to provide optimum performance. 1)Fiberglass batt,R-19 all exterior walls,R-21 for floors,and R-33 for ceilings as manufactured by Owens-Corning. 2)Seal Sealer' #L19'is to be used between sill plate and foundation as manufactured by Owens-Corning.. 3)ICYNENE,a low-density soft foam insulation, is to be sprayed on the existing basement perimeter as well as the existing crawl space of the existing house from the sill plate on the existing foundation up to the floor framing above and for the same condition on the new addition to a thickness of 54/2". www.icynene.com 800-758- 7325,or Anderson Insulation in Abbington,MA telephone: 800-472-1717,web: www.andersoninsul.com. c) SEALANTS: 1) Silicone type, clear. Where there are openings more than 3/8"deep pack with Neoprene joint filler to 3/8"of the surface,then seal. Pa of.9 of 15 d) ROOF ACCESSORIES: 1) `Grace Ice&Water Shield' roofing underlayment as manufactured by Grace Construction Products, Telephone: (866)333-3726;website:www.graceconstruction 2) `Rafter Mate' as manufactured by Owens Corning roof venting that runs continuous to ridge vent.www.owenscoming.com f.) ROOF RIDGE CAPS and ASPHALT ROOF SHINGLES: 1)Roof shingles are to be a 30 Year`Architectural' Tab Asphalt shingle to match those on the existing house in color and style. These asphalt shingles are to be used In conjunction with 30 lb. Roofing felt,`Grace Ice&Water Shield' underlayment. Contractor is to coordinate asphalt shingle installation with flashings and metal accessories to shed water properly. (Provide client-pricing option for the entire existing roof to be replaced vs. only the additions with 30 Year Architectural Tab Asphalt shingles,new color to be determined) g.) SHEET METAL FLASHING: 1) Galvanized metal,zinc-coated hot-dipped galvanized 20 gage,drip edge is to be used at the concrete footings and wood stud wall connection. Install flashing to shed water properly. 2) Lead-Coated copper flashing is to be used at the roof for the drip edge,the roof wall addition connection,proposed addition roof connections,and at all other roof penetrations.Install flashing to shed water properly. h.) Provide prefabricated pan for under the washing machine in new laundry room. i.) Gutters and downspouts: Install gutters and downspouts to match existing and to drain water properly. 8) DOORS AND WINDOWS: WOOD DOORS: a)The new mudroom exterior door is to be manufactured by TruStile,website: www.trustile.com. Exterior door to mud room is to be by Tru-Stile `PL104' Exterior Grade,JR)traditional sash,with clear glass. b)The new entry hall exterior door and-(2)side lights are to be manufactured by SIMPSON,Fir#F-4230 with the Bullion Glass"bull's eye"raised panel 3'-0"x 6'- 8",and the two(2)Fir sidelight panels are to have tempered insulating glass#F-7703 1'-0"x 6'-8". NOTE: this is part of Add Alternate#2. c)MASTER BATH WATER CLOSET POCKET DOOR: 1) This door is to be manufactured by Masonite French Door, Primed MDF, 10-lite,wood muntins with clear glass,2'-8"x 6'-8". Website: www.masonite.com e)INTERIOR DOORS: 1)These doors are to be manufactured by Masonite from their Molded Panel Series(Two Panel Smooth Finish). Doors sizes as per plans,and are to be two panels. Website:www.mason(ite.com f)WINDOWS: 1) The windows are to be manufactured by ANDERSEN WINDOWS&DOORS, website:www.andersenwindows.com;telephone: 800-426-4261. The windows are all from the 200 Series;manufactures numbers as per window schedule;exterior color: white; interior color:white;High Pa On. 10 of 15 I / 1 Performance Low-E4 double insulated glass;Tibeca hardware color to be white,and white insect screens. g)INTERIOR WINDOWS: Water closet transom windows are manufactured by BROSCO,website: www.brosco.(2)2' x 2' xl-3/8"thick single glazed glass windows. h)WEATHER STRIPPING: 1)All windows and doors not factory stripped to be ACCURATE or approved equal for top,sides,and sills. i)HARDWARE: 1)Contractor to Furnish and install owners' hardware selection. For bidding purposes provide an allowance per passage set,lock set,and dummy set(closets)for owner. 9) FINISHES: a) WALLS AND CEILINGS: 1) 1/2"Gypsum board plaster base or' blue board' with a 1/8"veneer coat regular strength plaster smooth finish.Contractor is to provide veneer plaster base and finish for interior walls,partitions,and ceiling. b) GYPSUM-BOARD: 1) 1/2"Gypsum wallboard for closets and closet ceilings. c) GYPSUM BOARD TYPE X: Not used. d) MOISTURE RESISTANT GYPSUM BOARD: 1) 1/2" Green Board(glass-mat water-resistant gypsum backing board) is to be used in laundry room wall adjacent to washer and dryer and in bathrooms except where noted below. e) CEMENTITIOUS BACKERBOARD: 1) Cementitious backer units for wall,floor and ceiling under-layment surface in shower are to be type: ANSI A 118.9,cement—coated Portland cement panels in 1/2"thickness. (This backer board will also be used if the client decides to replace the existing bathtub for the walls adjacent to the tub in Pricing Option 1). f) INTERIOR PAINT: 1)BENJAMIN MOORE paint. All walls and wood trim are to be primed with 'two coats of primer prior to painting. The walls and ceiling are to have the Regal _ Wall Satin,which is a latex flat finish two coats of paint. The window,door, base moldings as well as the doors are to have the Regal AquaPearl Paint which is a latex pearl finish,two coats of paint over all primed surfaces. Color of paint is to be determined. Before painting remove cover plates and protect hardware and adjacent surfaces. Sand before painting until smooth and flat and sand between coats. Clean paint spatter from adjacent surfaces and glass. Touch-up damaged surfaces at completion of construction. g)WOOD FLOORING: 1) In summary Contractor is to provide and install Brazilian Cherry (Jatoba) wood flooring in a 3/8"thickness x 3"nominal face width,factory finished as supplied by LUMBER LIQUIDATORS for a floating floor installation on particle board subfloor as recommended by flooring manufacturer. Contractor is to provide all auxiliary materials for installs P ary installation such as thresholds,reducer strips,mounts,adhesives,mastics,and fasteners,etc. Paoe 11 0f,15 2) (Alternate Source)Manufacturer is to be MIRAGE;website: www.mirag_efloors.com;telephone: 800-463-1303;Engineered Collection; 5/32"solid wood wear layer x 3-5/16';in Brazilian Cherry(Jatoba; prefinished with Nanolinx and a 25 year finish warranty.(Local contact: Holly Moore hmoore c&midcape.net.Telephone: 508-746-3085 ext.4830). 3) Ipe or Mahogany flooring in screened porch pricing option is be sealed with a clear exterior wood oil based sealer as manufactured by California Paints or equal,two coats of a transparent clear sealer after flooring has been sanded. h)PORCELAIN TILE: 1) 1)In summary Contractor is to furnish and install tile in a straight pattern with a$10.00 s.f.Installed allowance for the laundry,master bath,and mudroom floors as well as the Proposed Entry in ADD ALTERNATE#2 for the flooring in this option.This floor tile will be installed over plywood decking using a latex Portland cement mortar and a latex- Portland cement grout that is sealed with an elastomeric sealant that is a multi-part pourable urethane sealant. Layout tile in grid pattern with alignment of grids,to provide uniform joint width,and to minimize cutting. 4) Prior to installation prepare surfaces by cleaning,leveling and priming and level to 1/8 inch in 10 feet tolerance. i)CERAMIC TILE: 2) In summary Contractor is furnished and install tile in a straight pattern for the walls,ceiling and built in shower seat(shower seat surface itself is to be 3.4"solid surfacing as manufactured by DuPont Corian)with a $10.00 s.f. installed.allowance for the 4"x 4"x 3/8"ceramic tile and a $40.00s.f allowance for Corona shower seat. Note: also tile to be used in recessed openings for storage of shower items in shower wall. This wall tile will be installed over tile backer board using a thin set chemical- resistant epoxy adhesive and a latex-Portland cement grout that is sealed with a one-part mildew-resistant silicone sealant. Tile accessories are to include matching trim units. Layout tile in grid pattern with alignment of grids,to provide uniform joint width,and to minimize cutting.Note: thresholds are to be marble. 3) ADD ALTERNATE#1; In summary Contractor is to salvage existing tile wall and to replace tile when new tub is installed. Any broken tile is to be replaced with tile that is same size and color. (10)SPECIALTIES: a)LOUVERS AND VENTS: In summary contractor is to provide and install fixed metal wall louvers, adjustable metal wall louvers,wall and ceiling vents for HVAC systems. Crawl space vents are to have insect screens of galvanized steel. b)HANDICAP GRAB BARS: 1)In summary contractor is provide and install HEWI shower grab rail #801.35.200 color:#99 pure white,this is a horizontal and vertical bars joined to form a right angle and fitted with rose fixings,corrosion Pa Qe 12 of 15 f resistant steel core,coated with high-quality polyamide. Website: www.hewi.com 2)In summary contractor is to provide and install HEWI L-shape support rail ` in the master bath room water closet#801.22.100 color:#99 pure white,this is a vertical and horizontal bars joined to form a L-shape with rose fixings, with a corrosion resistant steel core,coated with high-quality polyamide. (Note Contractor is to provide solid wood blocking prior to plaster board installation for the support of these grab bars)Website:www.hewi.com 3) In summary for the pricing option to replace the existing bath in the existing bathroom'contractor is provide and install HEWI shower grab rail #801.35.200 color:#99 pure white,this is a horizontal and vertical bars joined to form a right angle and fitted with rose fixings,corrosion resistant steel core,coated with high-quality polyamide. Website: www.hewi.com c)HURRICANE PROTECTION OF.WINDOWS FOR THE 7TH ADDITION OF THE MASSACHUSETTS STATE BUILDING CODE REGUIREMENTS. 1)In summary the contractor is to provide for each new door and window opening the VUSAFE PANEL SYSTEM as manufactured by Shade and Shutter Systems Inc.Contact: Stephen Siemenski;telephone: 800-522-1599;website:www.shadeandshutter.com. The components to be used are the Ultra-H Header which is used in conjunction with the Panel Clip to form the Retention Head System color:white,the Ultra-F Track for the sill color to be white which accepts track bolt H5 and the track nut HI 3,and the polycarbonate/GE Lexan clear panel that are measured and pre-cut to fit windows and doors. (11)EQUIPMENT: In summary Contractor is to relocate from the basement the existing washer and dryer. In the new laundry room contractor is to provide the necessary plumbing, dryer vent,and dryer and washer electrical/gas.outlets. 12)FURNISHINGS: (Not Used) % 13)SPECIAL CONSTRUCTION:(Not Used) 14)CONVEYING SYSTEMS:(Not Used) 15)MECHANICAL: In summary the Contractor is to provide plumbing,waste and vent systems for the new master bathroom and laundry. The contractor is to comply in the installation with all applicable codes,regulations,ordinances and requirements of authorities having jurisdiction;vent all fixtures; conceal piping to the greatest extent practical,and test all systems for proper operation. a) PLUMBING FIXTURES: 1) The master bathroom water closet is to have Toto `Drake ADA Two Piece Toilet with Soft Close Seat", 1.6 GPF#CST744SL. Website: www.totousa.com Dealer: Breecher Sales,Inc. Tel: 602-257-0278 2) The master bathroom is to have(2)two under mounted sinks Kohler#K-2355 `Archer under counter lavatory'. 3) Shower mixing valve and head(to be determined provided client allowance). 4) In summary the contractor is provide the client pricing for the option of replacing the existing 60"bath tub with Kohler#K-1123-LA, Archer 5' bath, An ADA compliant bathtub in White. Pa uP 13 of 15 f L44 b) HEATING,VENTILATION,AND AIR CONDITIONING: In summary the Contractor is responsible for the modification,relocation and extension of existing services to accommodate new work:the coordination with the Owner.'s room uses to provide adequate system for all contract areas;coordination of location of thermostats and controls with Owner's requirements,coordination of location of ductwork to avoid interference with location designated lighting fixture locations;and to not cut structural elements without prior written approval. The contractor is to comply with Section(1)Project Requirements;with applicable codes, regulations,ordinances and requirements of authorities having jurisdiction and SMACNA recommendations;conceal piping and ductwork to the greatest extent practical; insulate piping and ductwork;provide7vapor barrier on insulated piping operating below 60 degrees F;test all systems for proper operation; and balance systems. AIR CONDITIONING: In summary contractor is coordinating the installation of central air conditioning for addition as well as existing house. Provide pricing for this as a separate line item. c)GAS FIREPLACE: In summary contractor does to provide and install natural gas Mendota manufacture fireplace heat circulating? Model DXV 35DT with the forced air heat transfer system for(2)two remote locations to provide heat to other areas through ducts with their own blowers and thermostats. Fuel for this is to be natural gas. Fireplace trim and accessories to have gypsum plaster facing,no hearth,and a wood mantel.Provide and install the chimney flue and roof cap as recommended by manufacturer.Website: www.mendota-gas-fireplaces.com/mendota-veriheat.asp d)CEILING MOUNDTED VENTILATION FAN: In summary contractor is to provide and install,a ceiling mounted Ventilation Fan for Master Bath room. This fan is to be Model#FV-15VQ4 as manufactured by Panasonic,telephone: 866-292-7299;website: www.panasonic.com/buildings. 16)ELECTRIC a) Summary the contractor is responsible to provide electrical systems for the following: power, exterior lighting,interior lighting, cable TV and data outlets and wiring. Provide new circuit box for existing and new construction. b) Modify, relocate and existing service to accommodate new work c) New Service: 150 amps electric service, voltage and phase as applicable Pa Pe. 14 of 15 I « r _J ' d) Products:Provide new materials suitable for service.intended complying with approved submittals. (In pricing set provide allowance) g) Provide accessories such as controls; cover plates,and connections to equipment. Finish as selected by Owner. h) Installation: 1)Comply with applicable codes,regulations,ordinances and requirements of authorities having jurisdiction and National Electrical Code. 2)Install light switches at uniform height above finished floor. Locate switches within rooms at strike side of door unless noted otherwise. 3)Gang-mount multiple switching locations. Mount multiple types of controls as close together as possible and in-line with each other at uniform height above finished floor unless noted otherwise. 4)Group multiple junction:boxes,telephone and electrical outlets together on.walls. Avoid back-to-back box locations. 5)Mount electrical,data,and telephone outlets vertically, at uniform height above finished floor unless noted otherwise. 6)Test all systems for proper operation. 7)Label circuits in electrical panels. Pa ae 15 nf 15 PROJECT NAME:- ADDRESS: PERMIT#<3'07> F(o'�-D', PERMIT DATE: d� M/P:_ LARGE ROLLED PLANS ARE IN: BOX g0 SLOT �— Data entered in MAPS program on: i BY: q/wpfiles/archive sA It' Ct Assessor's office (1st floor); • �. ' O Z`? .2.6 THE t Assessor's map .and lot number ..:: ..�.... ...... P�°� TO�f Board of Health (3rd floor).- Sewage fO� Permit number ........... ........ ..... .............5. F S� n1 v YZ B9SS9TO.DLE, i Engineering Department (3rd floor): o 1639. MAS&.7q House number ...:........................ . , ......... ....... SEPTIC Sv 4enn P UST 0 mix A,- Definitive Plan Approved by Planning Board __ _______ ______:_. __-__19 ____:_ TA .APPLICATIONS PROCESSED 8:30'-9:30,A.M. and 1:00' 2:00 P.M. only, TOWN. O F BARNRrV�,A _ TiON"; : . BUILDING INSPECTOR APPLICATION FOR PERMIT TO.....�rkJGtfl,. .... I.`"7..... .0. ?` ....`8'.... G. ...�tt✓�t2.D.?4.?�✓ '.t.R '!?o^L . TYPE OF CONSTRUCTION ...... ............................................................... ` % . . . ....... .......... .. ..19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby .applies for a permit according to the following information: Location / ��1........ar%kl �. ... ../Yi.........,C.&//.<<:�l.v�L�..f.�................... :...... . .................. �'. . ....... Proposed Use ........Jrl. .r.....slh. .!��.... :.. Zoning District '......... ................. ..... .............'................:.... Fire District ` Name of Owner !/74rL.., .S'X.1R� :j'..:,� �! k'...............Address. . . .:�'►:. P.f2�E.FJ��:/11/: .: '4:!U�ll!.4%!GL�'., 1 r� Name of Builder914 ... .KtZA! . ............ Nameof Architect .....'................................................:..............Address .....,......................................... ............................ ..:..... Number of Rooms :..........::,/.:.....:....... ..............................Foundation ...... 4. 4:K.....or.??.,...: ti'/� �7.... of't».J...: Exteia'r ...... [ .....C.-�'.�(�fr....:�ken. .�C1��........ ::...Roofing ......Af!�1�.E1'�..... .Ff.°f1.�� 1Ol�t�'f....�j)..... .... jj J'f Floors t...........AV pp.P........ ........: . .::..........:............Interior ..... . .. ..:.... ........ g rf��E`cflu.c ..................Plumbing ............ :. Heatin .:..... Fireplace ................:....?.9ilN ..................................................Approximate Cost ................... . �r2 Area..... .:!:. :. .. .. ....... m d Diagram of Lot and Building witH Dimensions Fee .........s /..4/.... l4y NL°tom, 177 r `. I7 /�./ �1�c�J1 vR arN. `�- OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS " I hereby agree to conform to all the'Rules and Regulations of the Town of Barnstable regarding the above construction: ` Name .. ���' /�^Qt�.. Construction Supervisor's License ....'...� 5'�. ...... T LEVISON, CARL & SHIRLEY } 32052 No Permit for ..Add Sun Room :....S.ingle.....Fami l:Y.:...Dwe l l in5..... a 173 Horseshoe Lane ` Location - - ; Centerville......... ' z • Carl &...Shin � '� .- ` ; ``` � _ �- _ ,• �� Owner....... ....... leX Levi'son E. Type of:Construction Frame. .. _.................. f t ....... ...... .......... . Plot........ .. .. .... TLot: <. ... .... ........ ' Permit Granted .... Ju1X... .r:................`l9 88 , Date of Inspection ...................19 1 ti._• _ Date Completed ...... ..... ......19 0 �� x ...r . �}.. :. ::J Z.J.71iy;. .,�-.H. :} .. •�rrSS" YF.�_. w 1C YC�r.Y 4y y�4T.{.l}� SS 41/tom _r T'#�Y.I} �t 4' s.• .... ,a}. �,,,, :.i,e. ., ...-;$ }:v-'.t�'3'x:. w" -.k a^F .... .. R.F-F' ., �c:3i Assessor's office (1st floor): 7 M.3 ,7 THE y Assessor's map and lot number ......�.�:.7...../..�`'�.3...... Q�°� TOE`♦ Board of Health (3rd floor): Sewage Permit number lr5 f �u7Ptk117t � . . l� .............................................. / t B8Sd4TADLL. i Engineering Department (3rd floor): House number .......�.. .............................� � ................ �'o gar a' Definitive Plan Approved by Planning Board '-------------------------------19-------- . APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only. TOWN OF BARNSTABLE BUILDING INSPECTOR disc= ;r,VI kr-r/n 1*4r��, �. APPLICATION FOR;:PERMIT TO ....k�. ..." '....!� ....... ........... TYPEOF CONSTRUCTION ...... o .. ........................................................................................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........�.V. /V O✓Z ........(.V�n A! /L(.�............................................................................. Proposed Use ........f .?7...... !d.C. ................................................................................................................................ ....... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner v!.��..'`...............Address 4/�, Name of Builder 19*/'D..... t`2R'V..................................Address AC/it/s`11�,4,Nt... l ffo J...�7?.�t:f..... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .................. ...............................................Foundation ......194.dG.��.....6.??......e�G.Y./?.E;/�...foo�✓rlq.... Exterior ...... ! ►i(Fr... �'n ✓....Ykonfl.0..................Roofiing ...... .f���GFf'T..... ..!✓?.�`4�.� ....%Z �........... Floors ........ ...........11p<9.Q....................................................Interior .....PR..�...1 !.1. ..................................... ................ Heating . ...........Plumbing A L............................... ....... Fireplace`..................... .................................................Approximate Cost ............. ............................................... Area ......16 ... ..... .. Diagram of Lot and Building with Dimensions Fee I(J r f q7 r o IVLE / n Ste!rt RooWI �t k/J VX � � '7 /r � �loce�''�i3Z, d� i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. (�/; Name ...�!.�at '-tK,;L '' Construction Supervisor's License ... .�.5 .`12 t LEVISON, CARL & SHIRLEY A=207-123 No 32052 Permit for ..Add Sun Room ................ Singie.... Family...Dwelling„........ Location -.J.73...Horseshoe„Lane - . .................. ................. .ezat xva .I.Q................................. Owner .C .1;�....&...Sh ,rley,,,.Levison Type of Construction ....Fr.aM.e......................... ........................................................................... Plot ............................ Lot ................................ Permit Granted ......July 7., ............19 88 Date of Inspection ....................................19 Date Completed ......................................19 Assessor's office(1st Floor): n SEA ARUST BE ssessor's map and lot number /� a 6 7 ! a 3 , IN F THE toy /Board of Health(3rd floor): {r Sewage Permit number ME 9?aDLL i Engineering Department(3rd floor): ' + Naas House number i639' Definitive Plan Approved by Planning Board 19 ��rpY d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1.00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .f J X CIO TYPE OF CONSTRUCTION / 19 - �6 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1 Location 7 3 Proposed Use `-��!�i' Zoning District �' Fire District Name of Owner ��- �C ���'S h `- � -�'4''' Address -� �3' S✓� Name of Builder hWnWX/ ye"e-1 Gl Address- ,,*,%::,,, Name of Architect Address Number of Rooms Foundation Exterior Roofing e Floors Interior Heating Plumbing �C`" Fireplace Approximate Cost Area CW P � Diagram of lot and Building with Dimensions Fee/`��" • 1 1 7 Ae ERMITS RE(aUIRED FOR NEW DWELLINGS OCCUPANCP l .I hereby ag to conform to all the Rules and Regulations of the To Barnstable re ardift a above construction. Na - C struction Supervisor's License d 3,�q ®� LEVISON, DR. CARL No 33079 Permit For Build Deck Single Family Dwelling Location 173 'Horse!Yhge- Lane - Centerville yi Owner Dr Carl T Pvi cznri Type of Construction Frame '= Plot Lot ^y` _.• Permit Granted July 19 , 19 89 Date of Inspection 19 Date Completed 19 i s ce CD j Assessor's office(1st Floor): y� Assessor's map and lot number /1 r907 / a 3 4A,,e- x" of IN a ro /Board of Health(3rd floor): ' Pb� 7 / /Sewage Permit number9 Z B1Bd5YABLL, ! j Engineering Department(3rd floor): rasa House number °o,,�1639. Definitive Plan Approved by Planning Board 19 c YAY d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION �/� iC�- 19 TO THE INSPECTOR OF BUILDINGS: (� The undersigned hereby applies for a permit according to the following information: Location 1 �� / l92��'.O .S'h �.0 •c �r - ��•� T�+�i�/i/�e Proposed Use Zoning District Fire District 1 Name of Owner !//L �rP!/�-S Address Name of Build ��er ?yz/ lei ,e et Address , f�oti — Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost .) , 3 . -9 Area �f Diagram of Lot and Building with Dimensions Feel,-". x 'Ilk �7 /,1 OCCUPANC�FcPERMITS REQUIRED FOR NEW DWELLINGS/)/',/a IAII�y . A hereby agr a to conform to all the Rules and Regulations of the Town of Barnstable regarding t a above construction. Name Cc /truction Supervisor's License 3 �� ' i S t LEVQSON, DR. CARL A=207-123 1 " No 33079 Permit For Build Deck Single Family Dwelling Location 173 Horseshoe Lane Owner Dr. Carl Levison Type of Construction Frame Plot Lot Permit Granted July 19 , 19 89 Date of Inspection 19 Date Completed 19 Ok .-7lzz4r PLOT PLAN OF LAND CLIENT FILE NO. 1272 DEED REF: BK. 20984 PG. 257 OWNER: SUSAN D. LEWIS-& MICHAEL A. BASS PLAN REF: PLAN BK. 140 PG. 33 ADDRESS: (1-73 HORSESHOE LAN LAND COURT CERT. OF TITLE: CENTERVILLE, MA LAND COURT PLAN: ASSESSORS MAP: 207 PARCEL: 123 d 2 EXISTING EXISTING CONCRETE PAD 5 FOUNDATION p ryoo �e ti s 4 EXISTING FOUNDATION DIMENSIONS SCALE: 1"= 10' F�)_ � EXISTING ROP OG�,�/�j . J CONCRETE PAD LANDING [EXISTING FOOTING. MAP 207 hh��,�ti° LOT 122 0?- �o #173 EXISTING EXISTING FOUNDATION H' DWELLING ----- .MAP=20� LOT 123 PROP. RAISED 11,260 S.F.t DECK PROP. SCREENED PORCH C� r XIST. DECK MAP 207 QN o LOT 124 CP 10 OC -7- 0. 56 16a28 MAP 207 LOT 125 NOTE: PROPOSED RAISED DECK, SCREENED PORCH AND LANDING NOT COSTRUCTED AT TIME OF FOUNDATION AS-BUILT SURVEY. "FOUNDATION AS-BUILT" I hereby certify that the lot comers, dimensions and setbacks to the JC ENGI NEER/NG, INC. existing foundation and existing footing as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and 2854 CRANBERRY HIGHWAY, Regulations shall be determined by Zoning Officer. E. WAREHAM, MA 02538 TEL. (508) 273-0377 FAX. (508) 273-0367 2��YZNOF&f DATE: JULY 2.1, 2008: SCALE:. 1" = 20' `W yG JOHN ° U R. in FARREN No. 33590 A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL d✓" NUMBER 250001 0008 D DATED 07/02/92 HAS BEEN CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS 71ZI/08 DWELLING IS IN FLOOD ZONE C AND IS NOT LOCATED WITHIN A Date John R. Farren SPECIAL FLOOD HAZARD ZONE. . Job #1272 A • f LEGEND: IMPORTANT - UPGRADE REQUIRED STATE BUILDING CODE REQUIRES THE UPGRADING OFSMOKE DETECTORS .REVIEWED SMOKE DETECTORS FOR THE ENTIRE DWELLING'WHEN _ yew M soNRr wALLs ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. �( BA 1 LE UILDING DEPT. DATE EXISTING WALLS NOTE: A SEPARATE PERMIT IS-REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUfREMENT. FIRE DEPARTMENT DATE X XF Door type BOTH SIGNATURES ARE REQUIRED FOR PERMITTING 'A= Possoge set .D= Pri— set " C= Lock set ^ . D- Dummy set w/Opll cot I X Wmaow type CARBON MONOXIDE ALARMS _ MUST BE INSTALLED PER ' / — _ / 1 MASSACHUSETTS BUILDING CODE 1 / Ce"L- 1 "+iC 24'O.C. c" 77 1 ' / El s .. AO , NO. .REVISION DATE CLIENT: E LEWIS Residence 173 Horseshoe lane, I Centerville MA 02632 SCALE: 1 4"=1'-0" PLAN " FOUNDATION _ TITLE:FOUNDATION PLAN o DATE. JAN 21 008 A MICHAEL A.JIMERSON AJA. c ARCHITECTURE&INTERIORS ' - 193 IlOrseshoc Lane _ Centerville.MA.02632 n , 508 775-4264 t , majarch@comcast.net O 4 LL i 0 a LEGEND: / / / I NEW WALLS / I I EXISTING WALLS / • - - / I NEW MILLWORK / I Doo.type / I / / I A=Possage set a=/. P,Noc eset oc` C=lk t D=Dummy set r/ball cot — — — —— — — — _ • _ A I.. X window type / i I o / I DECK NEW DUPLEX OUTLET 31'-7.3/8"'X I T-0" —'d / / I NEW OUAD OUTLET SCREENED PORCH I '++1. �� _ .- - � - �° - I �h / Ir.o•x zo- I EXISTING SHOWER 70 I � I GR / BE REASSEMBLED ON I MASTER BE DROOP �NEW GFI OUTLET NEW RAISED DECK. ©, I - NEW RECE55ED / I I NEW PHONE OUrffT NEW fTHERNE OUTL� I �F NEW CA91P OUTLET / I t .r. w� - r I L ON5.ING OUT LF, l.;Si I - I DEDICATED CONNECTION r NEW FLOOR OUTLET / — MAST R BATHR OM JIFR LAUNDRY' �. (G) L V MUDOM4. i Is Lp a f A1 . 1 M f I a I I I ADD ALTERNATE#2 I I NO. REVISION DATE PRICING OPTION: GENERAL NOTES NEW ENTRY HALL PROVIDE SEPERA7E PRICING � I I I FOR THIS AS AN ADD ALTERNATE.SEE / - SPECIFICATIONSFORRELATEDITEMS. - I I. PLANS AND SPECIFICATIONS ARE COOPERATIVE CLIENT: 5" — -----_____— 2 ALL LABOR AND MATERIALS REQUIRED TO FULLY CARRY OUT THE INTENTIONS OF THE LEWIS Residence — PLANS AND SPECIFICATIONS ARE PART OF TH15 CONTRACT,WHETHER OR NOT I Center 173 illeHorseshoe lane, 0 • - --___ I I Centerville MA 02632 -- - ---/ SPECIFICALLY DOCUMENTED. " FLOOR PLAN I 3 THE CONTRACTOR SHALL PROVIDE EACH ITEM MENTIONED, INDICATED OR IMPLIED TO I SCALE: 1 4"=1'-0" a ACHIEVE THE INTENDED BUILDING ACCORDING TO THE METHODS OF BEST CONSTRUCTIbN TITLE:PROPOSED PLAN PRACTICES. II 4. THE CONTRACTOR WILL COMPLY WITH ALL STATE AND LOCAL CODES. EVEN IN THE EVENT w . OF CONFLICTING REQUIREMNTS IN THE PLANS AND SPECIFICATIONS AT NO ADDITIONAL DATE: JAN 21. 2008 > C05T TO THE OWNER. I NDCHA.EL A.JIMERSON A-I.A- o . ALL EQUIPMENT AND MATERIALS TO BE INSTALLED ACCORDING TO MANUFACTUERES I ARCHIrECNRE&INTERIORS 5. RECOMMENDATIONS,AND ARE TO BE NEW. I 193 HorseshoeIA Lane v Centerville.MA.02632 THE OWNER SHALL BE THE FINAL JUDGE OF THE QUALITY OF THE WORKMANSHIP,AND I 508775-4264 t 6. RESERVES THE RIGHT TO REJECT ANY WORK HE/SHE CONSIDERS INFERIOR. I majarchOacomcast.net m m u LL a LEGEND: t NEW MASONRY WALL5 EXISTING WALLS a = _Al _ — — �: _ I ,I I• I I I I illilllllllillll~illlli II;- I � C - I I �.�°e,p.==1 7 I I I I I I I I I I I I I i I I _I I I I I 11 I ,1• � � __ =� _-: /� _ ' — _ LI J-1 11 I 1 14L1. LI El A1 . 2 NO. REVISION DATE �. CLIENT:�— E LEWIS Residence 173 Horseshoe lane, 0 Centerville MA 02632 FLOOR FRAMING PLAN SCALE: 1 4"=1'-0" TITLE:FLOOR FRAMING PLAN 1 0 DATE: JAN 21, 2008 A MICHAEL A.JINIERSON AJ.A. Z- ARCHITECTURE&1.NT'ERIORS u 193 Horseshoe Lane Centerville,MA.02632 n 508 775-4264 E ' majuch@comcast.net c m m u LL Q a LEGEND: L;CnT.`IXiVRf LEGEND r cflo Al O - - - -1 - 71 BID i \I/ \ / [A FYI- L A1 . 3 LIJ \ \ R' NO. REVISION DATE " REFLECTED CEILING PLAN z. ® - CLIENT: E _ LENS Residence 8 173 Horseshoe lane, Centerville MA 02632 - LIGHTING SCHEDULE SCALE: 1/4"=1'-0r' X TITLE:REFLECTED CEILING + MARK MANUFACTURER MODEL FIN151-1 DESCRIPTION PLAN B LIGHTOLIER TBD TBD TBD y P-I TBD TBD TBD TBD - DATE- JAN 21 2008- P-2 TBD TBD TBD TBD m P-3 TBD TBD TBD TBD MICHAEL A.JIMERSON A.LA. Z P-4 TBD TBD ' TBD TBD ARCHITECTURE&INTERIORS u P-5 TBD TBD TBD TBD 193 1orseshoe Lane 5-1 TBD TBD I TBD TBD Centerville,MA.02632 n "ALL INCANDESCENT LIGHTING TO BE ON DIMMERS" majarch@comcas.net a ALL DIMMERS AND SWITCHES TO BE LUTRON "DIVA"WHITE u LL O a LEGEND: • NEW WALLS r " EXISTING WALLS -• NEW'MILLWORK 1-3l4'x 9-Ilt vE RSA.-LANn94.031005'r-LVL "\A= Passage sel 1.314"x 9.112'VERSA:LAMS 2.0 3100 5P LVL B=Privacy set C—Lock set D-Dammy set w/ball cat X Window type I' r I-3/4'x 11-7/E'VERSA-LAMS 2.0 3 100 5P LVL 5,0 I-3/4'r9-I/2'VER5A-L41v152.031005P LVL I/ 1-3/4-x 9-112-VER5A-LAN15 2.0 3 100 5P LVL i 1.3/4',9.112'VER5A-LAM15 2.0 3100 5P LVL - SCREENED—IN PORCHRE FLECTED CEILING PLAN 5OX IN I.3/4',1 1.112 LVL Wil - 5/4'x 5 AZER BRIM AN[)ON 510E5 ' 1M1'l i" 5/4'x 12 A2ER i RIM,5LOCRING ' A5 REOUIREO. / 50X IN 1.3/4'x 9.1/2'LVL W/5/4' . .5'AZER 7,RIM AND ON 510E5 ' 5/4'n 12.A2ER TRIM.51LOCRING, _ A5 RECOIRE.7. • I I 1 - - 'ORCY.F. r IN Al. .4 zili . •.� it ------- I--- -'1 NO.-- REVISION DATE if — — — -C T F� 5eRflo CLIENT: ----- - — — ELEWIS Residence 173 Horseshoe lane, --" 7---- --- -- -- -- Cenlerville MA 02632 - ROOF PLAN t SCALE: 1 4"=V-0 a sezeue�-Iu�oec-4o�Isles r TITLE:ROOF FRAMING PLAN 2 DAM JAN 1 0 8 SECTIONSCREENED—IN PORCH NEICHAEL A.JIMER$°v AIA a,RCHITECTURE&11�'TERIORS u ' 193 Horseshoe Lane ra Centerville,NIA.02632 $ 508 775-4164 F majarch@comcastoet m m S , LL - ' 0 a LEGEND: AT NEW ENTRY AZEK 6'TRIM 130ARD5 NEW AZEK 4-TRIM BOARDS @ ENTRY DOOR AND SIDE LIGHTS WITH @51DE5 - 5-HEADER BOARD @ ENTRY WITH AZEK 5-AZEK @ HEADERS AND G"CORNER BOARDS RIDGE VENT 2"AZEK SILLS @ EXISTING __ WINDOWS(TYPICAL) IDGE VENT RIDGE VENT = NEW A2EK FASCIA - - BOARDS = @ EXISTING --- _ - HOUSE REPLACE -� - -_ - - U15TING GUTTERS ----- - - ----`- -------- T 3"TOP OF PLATE NEW AZEK 6' I; 6'-8"HEADER HT. CORNERBOARDS @ EXISTING HOUSE =--NEW AZEK - I� TRIM BOARDS - .2"AZEK SILLS o : _ _ - O'-O'FINISHED @ EXISTING - - -� O'-O'FINISHED FLOOR WINDOWS _'.,- -- _-- --- _- -- —T FLOOR - DD ALTERNATE N -- -- ` NEW ENTRY - MASTER SUITE ' EXISTING HOUSE - - ` NEW AZEK G"TRIM BOARDS AND ADDITION 2"SILLS TYPICAL WITH NEW _ - AZEK 6•CORNER BOARDS - FRONT ELEVATION ' RIDGE VENT - 971 2'ROOF PITCH IDGE VENT - __ - ---- — -_ . 7'-3'TOP OF PLATE '-8'HEAD H --- _��❑ K..�. -__ -- _ a _, . , AZEK 4'TRIM BOARDS j ------ O _-- - -- @ SIDES 5'@ HEADERS .. ------_-_--- i'---_-.- ..._-.__ ----- W/2"AZEK SILLS ---- i _ ----- ----_ (TYPICAL)TO WORK . 0'-0"FINISHED FLOG - -- ==I i = - ___-- W/VUSAFE PANELS. " NEW AZEK DECK ` MASTER SUITE ADDITION EX15TING HOUSE SIDE ELEVATION NEW AZEK 4'TRIM BOARDS W/2'SILLS @ , EXISTING WINDOWS(TYPICAL) RIDGE VENT RIDGE VENT ' �^ IDGE VENT - 18'CIRCULAR VENT W/4'AZEK TRIM (/�/ , NEW AZEK FASCIA BOARDS (TYPICAL). @ EXISTING HOUSE REPLACE IDGE VENT . _- 9'/1 2'ROOF PITCH EXISTING GUTTERS " ---- --_--- NO. REVISION DATE 7'-3'TOP OF PLATE — _ _ - _ 7'-3"TOP OF PLITE 6'-8'HEADER HT. - - _ - -- -_—__ 6'-ES"11 ADER NEW AZEK sil — ® _®� - —®_ - -___= LEWIS Residence E ._�® -- _--s® . u CORNERBOARDS 1 - - -- — -- - 173 Horseshoe lane, —'-- --_--- -- -------- - -' ----- --- Centerville MA 02632 @ EXISTING HOUSE d: ----'--- _ _ — — ------ -- -- SCALE: 1 4"=1'-0" O'-O"FINISHED FLOOR __--- __ — — — _ --_ 0'-O"FINISHED ALCOR TITLE:EXTERIOR ELEVATIONS IF— P. 2 DATE: JAN 21, 2008 Y—ADD ALTERNATE N2-1—EXI5TING HOUSE MASTER SUITE ADDITION - b >•13CHAEL A.JIMERSON A_I-A- o NEW ENTRY - ARCHITECYURE&INTERIORS - u ' - 193 Horseshoe Lane m It Centerville,MA.02632 Cent n NORTH ELEVATION 508775-4264 majarch@comcast.net 'm m • m LL a LEGEND: _ . .'� NEW AZEK 4"TRIM BOARDS - @ SIDES 5"@ HEADERS W/2' ' - -•---�--i T" AZEK SILLS @ EXI5TING WINDOWS(TYPICAL). -, 8712'ROOF PITCH _ W AZEK FASCIA BOARDS E EXISTING HOUSE -- -"� - - - --- ..�--_ - _�'�^TOP OF PLATE ... --------------- _.._ _ ___:.�_ ._ _ -„ -__-. ��. 'TOP OF PLATE - 6'E"HEADER H7. NEW AZEK G"CORNERBOARD5 ' @ EXISTING HOUSE PUTA 0-0`FINISHED FLOOR - __----- - ,..IB -.,� O'-d'FINISHED FLOOR -d-7"FINISHED DECK FLOO ----------------- -- ---- -- _ F1Af5FtE6SZR - MASTER SUITE ADDITION EXISTING HOUSE WITH NEW AZEK DECK SCREENED-1N PORCH - JOINING ADDITIONS - ADDITION • , WEST TERRACE ELEVATION 971 2'ROOF PITCH NEW AZEK FASCIA BOARDS - - @ EXISTING HOUSE 7'-3"TOP OF PLATE NEW AZEK 4'TRIM BOARDS @ SIDES I j 5'@ HEADERS W/2"AZEK SILLS @ I i EXISTING WINDOWS(TYPICAL). II --! •I i _ NEW AZEK G'CORNERBOARD5 @ EXISTING HOUSE - i "-NEW AZEK G'CORNERBOARD5 - 0'-0'FINISHED FLOOR FINISHED FLOOR -.- - ----- @EXISTING HOUSE -0'-7"FINISHED SCREENED PORCH FLOOR EXISTING fX15TINU HUMDt_ SIDE ELEVATION NEW AZEK 4"TRIM BOARDS @ SIDES -- RIDGE VENT • ;. • 3 5'@ HEADERS W/2-AZEK 51LL5 @ IDGE VENT - EXISTING WINDOWS(TYPICAL). 971 2'ROOF PITCH RIDGE VENT -- —• AZEK 4'TRIM BOARDS NO. REVISION DATE _ __ @ SIDES 5'@ HEADERS -- ---- -(®r-- _ _ W/2'AZEK 51LL5 (TYPICAL)TO WORK _ - - - --- -- --------- - • -`� - W/VUSAFE PANELS. , MT 7-7 T-3'TOPOFPLATE -- - __— - -- -- -- 7'-3'TOPOFPLATE LEWIS Residence g 6'-&-HEADER HT. --- --- - -- F--- ---'--- - . -- - - 6'-8'HEADER HT. Cer Horseshoe lane, _ Centerville MA 02632 NEW AZEK G' ----- -- _ - --- � --- - - CORNERBOARDS _ ---- - — SCALE: 1 4••=1•-O @ EX15TING - - -- - --- -.- --HOUSE TITLE:EXTERIOR ELEVATIONS - c �0'-O"FINISHED FLOOR 2 0'-0'FINISHED FLOOR DAT JAN 008 • - hDCRAEL A.31hiERSON AJ.A. o ARCHITECTURE&1VTERIORS u 193 Horseshoe Lane NORTH ELEVATION Centerville,MA.02632 508 775-4264 t majarch@comcast.net 'o m • - m LL O _ !1 LEGEND: -¢av der,rvG ASPHALT SHINGLE ROOFING. 'GRACE ICE & WATER ' -__'Tc OF^:a-e SHIELD'. FOR FIRST 4�-0" FROM EDGE OF ROOF, I 30#FELT PAPER. BLOCKING IN-BETWEEN ' EVERY RAFTER. OWENS CORNING'RAFTER 5/8'CDX PLYWOOD �Tvv�CF, .a'r;o.T vrz.rwveo — ■ - MATE%CONTINUOUS TO RIDGE SHEATHING WITH METAL _ rv-,w.veea•ctiivOs. - VENT. - H-CLIP5. FOR RAFTER 6 J015T SIZING ROOF SLOPE: LEAD COATED COPPER DRIP 1-------- SEE ROOF FRAMING 121 EDGE. PLAN. 5/4'x G'AZEK FASCIA BOARD. ' SIMPSON STRONG-TIE 9 AZEK VENTED SOFFIT BOARD. HURRICANE TIE#H-I O - u TRU55/RAFTER TO TOP AZEK 5/4'x 4'WINDOW AND - - _ PLATES DOOR TRIM. w ca;r.e PRe.PwNeD ICYNENE 5PRAY FOAM AZECK#MU501 SILL(TYP). INSULATION @ _ // ue 9r,5e vo:.loirvcs. TRAY CEILING I or STUD TO TOPOPIA.E15#L203:I ONLY.RVALUE-33 BAIT INSULATION OF EQUAL R CONNECTORS. VALUE. 'NANTUCKET'GRADE CEDAR - FLA5H WINDOW SURROUND W/ SHINGLES BY GRACE VYCOR TYPICAL MAIBEC PRE-DIPPED 6 MIL.POLY VAPOR BARRIER STAIN.FXP05URE TO MATCH cuw,s=ace _ e'PLASTER BOARD W 6 SKIN EXISTING. COAT OF PLASTER VENEER FIBERGLA55 BATT INSULATION R VALUE-21. 'SMOOTH FINISH'. 2'x 4'5TUD5 @ I G'O.C. 1'x 6'BPSEBOARD - 'HOME SLICKER PLUS TYPAR' - - s'BRAZILIAN CHERRY - HOU5EWRAP WITH TYVEK ENGINEERED FLOATING FLOOR. SEAM TAPE.AT ALL WINDOW AND DOOR OPENINGS EXTEND • 3"'5TURD- FLOOR TONGUE HOU5EWRAP OVER ENTIRE AND GROOVE PLYWOOD - OPENING THEN USE DUPONT FLEXW'RAP AT SILL AND ' FLOORING,GLUE AND NAIL TO CLADDING ANCHORS. SECTION MASTER BEDROOM FLQQRJO5T5. 112.CDX PLYWOOD 1'I I-7/8'PJS 20 MSR I-JOISTS SHEATHING. 5TONG-TIE#5P4 @ 16'O.C. STUD TO BOTTOM PLATE ' CONNECTOR5. ! 4'-C� RACE:Cf adD ICYNENE SPRAY FOAM (2)2 x 8 P.T SILL PLATES. ASPHALT SHINGLE ROOF waTfR "ILOO OvF RAFTERS @ I G'O.C.(SEE INSULATION. R VALUE-21 OR _ __ I-1/8'x 1 1-7/5'BC RIM o.1 FL, ALTER. BATT INSULATION OF - -- BOARD 0513 RIDGE VENT FRAN!ING PLAN) -=_- - - 5/8'T.t G.PLYWOOD VER5A-LAM®(5EE FRAMING • EQUAL R-VALUE. -___ -_ _ -=-- - IFIN15 FLASHING. ROOF DECK PLAN)BEAM BOXED BY AZEK - - FINISHED GRADE. ICYNENE SPRAY FOAIvt LEAD COATED DRIP BOARDS ALL EXPOSED SIDES. - -�—WATER-PROOF MEMBRANE. EDGE RIM.15AU. BE x TRIIdBOARDS TO BOX INSULATION @PLATE AND SPRAYED APPLICATION Of Stamp: - AZEK TRIMBOARD BEAN• RIM J015T @PERIMETER. N GRACE PROCPR 75. 1/2"AZEK BFADBOARD SOFFIT AZEK BEADBOARD 1/2"x G" - WOOD CANT. 6 MIL.POLY VAPOR 'NANTUCKET'GRADE 112"CDX SHEATHING W/30# BARRIER. I I I FILTER FABRIC. ASPHALT SHEATHING ON CEDAR 5HINGLE5 BY - 6'I,A1N.CRUSHED STONE. MAIBEC PRE-DIPPED OUTSIDE FACE - - OWENS CORNING#L 19 SILL STAIN.E%POSURE 70 2'x 4'@ 16'O.C. SEALER BETWEEN SILL PLATE 4^PERFORATED P.V.C. MATCH EXISTING(SEE 4'x 4' RIDGE BEAM - AND FOUNDATION. FOUNDATION DRAIN PIPE _ @ _ - 2'UN-REINFORCED CONCRETE BEDROOM T ADDITION. ER OF MASTER SPECIFICATIONS). I'x 8'AZEK BOARDS / SLAB SHAPE SOIL TO FORM GUTTER. 'TRIPLE STARTING COURSE. E%POSED SURFACES W/ - - LEAD COATED COPPER 6 MIL.POLY VAPOR BARRIER - 13)Z'x 8'w/PLYWOOD FOOTING 4'-0"!o11N.BELOW FLASHING OVER GRACE GRADE. ' VICOR FLASHING SPACER;USED 70 CREATE - COMPACTED SOIL 'BOX BEAM'@ PERIMERTER #5 DOWEL @ 2'-8- AZEK CROWN MOULDING OF SCREENED IN PORCH. (2)#5 5 @ TOP 3'-O' FLASH AS NECESSARY ` AND BOTTOM. 8' W/LEAD COATED COPPER. SCREEN MI x 16 WIRES PER - �� NCH A U ND ANODIZED ED _ MASTER BED ROOM WALL SECTION. BLACK. AZEK BASE MOULDING Qe • 3/4'x 3'AZEK.IPE'.OR AZEK SCOTIA MOULDING MAHOGANEY DECKING. (4)112"DIA.LAG SCREWS @ 2'. 10"@ 1 2"O.C. POSTS SCALE 1/211=1'- 0" - 5/4'X 10'AZEK TRIM BOARDS 5WIP50N#LU526 FACE NO. REVISION DATE ROUT OUT AS NECESSARY TO MOUNTED J015T HANGER NAIL ' CONCEAL LAG SCREWS. (6) 100 NAILS TO HEADER(6) ^��` I ODX x I12'NAILS TO J015T. I-1/4'X I'AZEK LATTICE G".6'PRESSURE TREATED MOULDING. POSTS CONTINUOUS TO CLIENT: ' (2) 1/2'DIA.MACHINE BOL75 ROOF. - LEWIS Residence E. - ADD 2'x G'JACK STUDS EA. BASE 511,A ON MODEL#AB66 POST 173 Horseshoe lane, g SIDE ASE -FINISHED GRADE Centerville MA 02632 o - 5/5'DIA.ANCHOR BOLT SCALE: 1 4"=1'-0" TITLE:WALL SECTIONS AND BEDROOM SECTION 0 ATE: JAN 21 008 b 'BIG FOOT PIER FOOTING 2'-6' - MICHAEL A.J1NIERSON AJA 2' m DIAMETER.BASE WITH I'-0' ARCHITECTURE&IN TERIORS 5 DIA.PIER. SCREENED-IN PORCH SECTION• _ 193 Horseshoe Lane LL • (2)#5 STEEL REBAR Centerville,MA.02632 $ VERTICALLY ma arch 7 5-4264t.net _�8'COMPACTED SOIL SCALE 1/2"=1'- 0" 1 r � m ,- LL O , LL LEGEND: S' --- - ® eI.M eke _ ' � �iCv.7uJC'+aC/:pa � �' � -'--_ I=_' __� � _ __ � ❑ �_cC-C::uES i a I=o: .W .e I E s_n,, _ �O.... '"'- suxvoceyvF-eR • ii o o1 7 1 I 1 ' 0o.v WALK-IN MASTER BEDROOM DRE55'G. , MA5TER BATHROOM WALK-IN MUD ROOM ` CL05ET TABLE 51NK WALL SHOWER A5 4 NO. REVISION DATE ' CLIENT: E LEWIS Residence o 173 Horseshoe lane, Centerville MA 02632 - z SCALE: 1 4"=1'-0" TITLE:EXTERIOR ELEVATIONS `o DATE: JAN 21 - 008 ` q MICHAEL A.AMERSON A_lA c ARCHITECTURE&lNl'ERIORS — 193 Horseshoe lane Ih Centerville,MA.02632 o ' 5087754264 ,E majarch@comcast.net l N LL a LEGEND: EXISTING WALLS EXISTING MASONARY WALLS S EXISTING BASEMENT EXISTING FLOOR FLOOR PLAN PLAN NO. REVISION DATE CLIENT: LEWIS Residence g ` 173 Horseshoe lane, Centerville MA 02632 f� SCALE: 1 4•'=1'-0•• .. TITLE:EXISTING PLAN 333 t c 0 DATE: JAN 2T. 2008 A - NUCHAEL A.JIMERSON A.I.A. c ARCHITECTURE&INTERIORS 193 Horseshoe Lane ` Centerville,MA.02632 n • _ 508 7754264, t majarch@comcasi.net . _ m A LL s • a LEGEND: V , 77- _ .. ._— �- _ "I • - -__..___ _ _ I._ I.II i I - R EXISTING SIDE EXISTING FRONT ELEVATION ELEVATION --_ - - - -- _ - - -- I NO. REVISION DATE _- _- -_- -- TTlR • CLIENT: E LEWIS Residence g 173 Horseshoe lane, Centerville- MA 02632 SCALE: 1 4"=l'-0" EXISTING REAR EXISTING SIDE TITLE:EXISTING ELEVATIONS ELEVATION ELEVATION DATE: JAN 2 22008 • MICHAEL A.301ERSON A.I.A. it. ' ARCHITECTURE&1NTER10RS o 193 Horseshoe Lane a Centerville,MA.02632 n 508775-4264 t majarch@comcast.net m m m LL 0 a • i LEGEND: A OERSEV ti A�UER.f E�' •pi.1N MASO�I'I'L 0A A P • - MFWHfOMASR •{�r'11MM1n'n.0 RIOR fRME T4'O pAVF:t ,y TN' VEI. • C o cvsnre vn:�'L " �1�s,vL rn>+eL „ S1'STL1 Sl"Stti - _ , O O O O E F O � O � ''.2- 6. 2.8. " M2-6' . . E 1 T4A'S0.1m ASOH' M . T pA -0 PA.V 0 PAW LR WO pl* pAE MWAO50pEE L - - M U 0 • VU5AFE pA*1F1. SYSTEM O O � O 0 O O O N O DOOR SCHEDULE - * DOOR SCHEDULE MARK DOOR SIZE CITY UR DESCRIPTION - - • + •' 1 A 2'-8"X G'-8` I SIMPSON FRENCH POCKET DOOR#B-1 51 O-P %.0 . . - - B 3'-O`X G'-8" -2 WOOD SCREEN DOOR BP05CO ULTRA VU 2'-os/e• 2'-0-5/ C GI-O"X G'-81 I ANDERSEN ATRIUM DOOR#FWHG068ASR w/INSECT SCREEN R.O. .R.e.,_- - R.O. 1 R.O.- D 3'-0`X 0-81 1 TRU5TILE DOOR#PL-104 EXTERIOR GRADE - E 3-0-X G'-8` I MA50NITE MOLDED TWO PANEL SMOOTH FINISH - ,. F 3'-O"X G'-5" T MA50NITE MOLDED TWO PANEL SMOOTH FINISH 's G 2'-G`X 0-5` 1 MA50NITE MOLDED TWO PANEL SMOOTH FINISH - H 2'-O'X 6'S' I MA50NITE MOLDED TWO PANEL SMOOTH FINISH 1'-2"X G'8` 2 MA50NITE MOLDED TWO PANEL SMOOTH FINISH - _ _ 'Q o - J 2'-2"X G%8" I MA50NITE MOLDED TWO PANEL SMOOTH FINISH q 0 K I'-G"X G'-8" 2 MA50NITE POCKET MOLD.2 PANEL SMOOTH FINISH = A21 AR21 W,1 y l L 2'-8`X G%5" I MASONITE MOLDED TWO PANEL SMOOTH FINISH • VU5AFE VU5AFE - M I'-5'X G%5" I MA50NITE MOLDED TWO PANEL SMOOTH FINISH PANEL FOR EAA SYSTEM FOR Tr. _ N 3'-O"X G'8' I SIMPSON DOOR#F-4230 w/(2)SIDE LIGHTS - FO 2e SIMPSON SIDE LIGHTS (2)#F7703 ADDrNON OF SSA�E 244Dn3040 91DG.CODE SLOG.CODE W1 VU5AFE REFER TO MANUFACTURERS SIZING AND 5PECIFfCATION5 DURING ORDERING, _ RE010 5. PANEL SY51E61 244r*c5c _ - ` CON5TRUCTION,AND INSTALLATION. DT FOR 7Tn ADN. `^''^'V5<"- NO. REVISION DATE O •- MA.6LDG.CODE e HARDWARE SCHEDULE MARK MANUFACTURER MODEL FINISH DESCRIPTION 3 c = I TBD TBD TBD PA55AGE5ET O (3TBD TB CLIENT: ED TBD PRIVACY SET LEWIS Residence g q C TBD TBD TBD LOCK SET 173 Horseshoe lane, D TBD TBD TBD DUMMY SET W/BALL CATCH Centerville MA 02632 - WINDOW SCHEDULE ALL HARDWARE TO BE MOUNTED AT 2'-I O"AFF: SCALE: 1 4"=1'—O" TITLE:EXTERIOR ELEVATIONS WINDOW SCHEDULE X MATERIAL SCHEDULE 2 22 MARK WINDOW R.O.SIZE CITY Up DESCRIPTION MARK MATERIAL SIZE JFIN15H DESCRIPTION DATE: JAN 21 2008 -i t 2'-0-5/8"X 2'-0-5/8" '3 ANDERSEN#A21 AWNING' A ENGINEERED WOOD TBD ENGINEERED FLOATING FLOOR2 2'-0-5/8`X 1'-5-1/2" 3 ANDERSEN#AR2IAWNING B CERAMIC TILE TBD ENTRY,MUDRM,LAUNDRY,M.B.PM.FLOORING MICHAELA.JTAIERSON AJA,3 3'-O`X 4'-0' 2 ANDERSEN#244DH3040 DOUBLE HUNG' C SOLID SURFACING .TBO DRE55-G,M.B.R.COUNTERTOPS,SHOWER SEAT ARCHITECTURE&INTERIORS u 1D 4 2'-0'X.5'-O` I ANDERSEN#244 193 Horseshoe Lane DH2O50 DOUBLE HUNG' L` Centerville,MA_02632 w/VU5AFE PANEL SYSTEM FOR MA.7TH ADDITION BLG. 508 r CODE REQUIREMENTS majazch@comcasomcast.nct Z LL O a ULCD - 3s