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Home My WebLink About0129 LONG BEACH ROAD �v� �` �� C�!�� o � � ��. , � ', F - �1HE TOWN OF BARNSTABLE Building Application Ref: 20060348 • BARNSTASLE, Issue Date: 11/13/06 Permit 9 MASS. �ArFG 3�a� Applicant: E.J.JAXTIMER,BUILDER,INC. Permit Number: B 20061729 Proposed Use: RESIDENTIAL Expiration Date: 05/13/07 [Location 129 LONG BEACH ROAD Zoning District RD Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 205020 Permit Fee$ 25.00 Contractor E.J. JAXTIMER,BUILDER,INC. Village CENTERVILLE App Fee$ 50.00 License Num 003251 Est Construction Cost$ 200,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND ADDING SECOND FLOOR TO DECK MASTER BEDROOM&2 DORM RSTHIS CARD MUST BE KEPT POSTED UNTIL FINAL 1ST EXTENSION TO EXPIRE 5/13/07 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: ABEL, ROBERT C 8T MARY J BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 41 COACH RD INSPECTION HAS BEEN ADE. GLASTONBURY,CT 06033 . Application Entered by: DB Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY'STREET,ALLY-OR SIDEWALK OR ANY PART THEREOF,'EITHER TEMPORARILY ORkMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES.AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED.FROM THE DEPARTMENT OF PUBLIC WORKS' THE.ISSUANCE OF THIS.PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.; MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c,142A). F BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 1 vao�Q f0VVN OF oo�4oe h E° J��11 1�1 MERtJ�3C � t t7 t}; . P BUILDER, INC. November 6, 2006 Tom Perry Building Department Town of Barnstable 200-Main.Street Hyannis,MA 02601 RE: Permit#B 20060139 129 Long Beach Road, Centerville Dear Tom, We would like to request an extension on Building Permit#B 20060139 for another six months. The homeowners have been away all summer and did not get to proceed with the project,but would like to do so within-the next couple of weeks. Thank E. J. axtimer l� `x 48 Rosary Lane,Hyannis,MA 02601 508-771-4498 • 508-778-4911 • Fax 508-775-4909 r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION t (n Map Parcel '�� . Permit# a�®"'� ^ s Health Division Date Issued _ Conservation Division Fee *S 0 Tax Collector � l Treasurer 50 Planning Dept. Checked in Byii Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address a�g h�1 CCC C h �dCl Village CLen Owner. (� E� Address loZ� �✓/6GJ1-cG� � Telephone (502 T71 - 41719 Permit Request C cl c� 2 CI tc. _ • � suJe % W+& 2 ( lq acc5t d-o rm"s Cu po l,s__ ovLer qa are Square feet: 1 st floor: existing g so roposed 2nd floor: existing S� proposed Total new valuation- 0;d00 Zoning District Flood Plain Groundwater Overlay Construction Type___AX lad= Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation, Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Numberof Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 9(Gas ❑Oil ❑ Electric ❑Other 1 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing El new size Barn:❑existing ❑newt' size' Attached garage:existing ❑new size Shed:❑existing O new size Other: - < Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ ? Commercial ❑Yes &No If yes, site plan review# Current Use KC°51`&n-f ia.I Proposed Use BUILDER INFORMATION Name - J e1 a!L"�I YVL�(e Btt,[L-QL_ - Telephone Number 5 8� 17/7 Address 49 i�osa m 4ary— License# ��3aSI r�21P 0/ Home Improvement Contractor# 10(009 Worker's Compensation# �—ZJ 0 0 7 20 / 02 006 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �Ca m�d�'s ��,►,�2�s i SIGNATURE DATE _LJl1Z0C FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. , AbDRESS VILLAGE -' OWNER DATE OF INSPECTION: 1 - ra FOUNDATION D1�I�IS� FRAME INSULATION E 5 ;WD-7 > 3 t FIREPLACE e .. ` ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL i FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. 1 i °FINE�°� Town of Barnstable Regulatory Services STAB ' * nsass. Thomas F.Geiler,Director 039..�a`�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. G/ - tft k �u�e OtAtjol Type.of Work: Och'iG " 2 PA Estimated Cost I-100, a00 Address of Work: �/29 I Ceo k-/Zl,l le— Owner's Name: Date of Application:I LIq& I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby or a e agent of the owner: y to 10h EJ J a x.-hWk /to 0 Date Contractor Name Registration No. OR Date Owner's Name Q:forms:homeaffidav • Board of Building Regula ions and Standards ,e One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home ImprovementC tractor Registration n - Registration: 110609 TVPe: `Private Corporation Expiration: 11/3/2006 E J JAXTIMER; BUILDER, INC " ERNEST JAXTIMER . _ 4.8 ROSARY LN m HYANNIS, MA 02601, Update Address and return card.Mark reason for change. PPS-CA1 0 SOM-04/04-G101216 E SAddress E Renewal mployment ,�"Lost Card i ✓lie::-PomnzrY.uvea� o� s ac�ivae�! BOARQ OF BUILDING EGULATI;ON$ Icense COIJSTRUCTION WFERUIS'OR b N6Abe CS 003261, .! F , elrticate�01/14- 95 16 f s � I b ` pir 01/1412#08 Tr.no. 12839 ' ERNEST J JAXTIIVIx t = 48'ROSARY LANE ' HYANNIS; "VIA 0260I f Cb111fI h-oh@i pfIME-li. Town of Barnstable Regulatory Services a8 ' ' Thomas F.Geiler,Director o 0. ►'� 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, L b-e.v t C 46-e.l ,as Owner of the subject property hereby authorize '�1 �l G'LY- L4 r� Ac to act on my behalf, in all matters relative to work authorized by this building permit application for: &AAIVI l�� ( ress of Job) v Signature of Owner Date Print Name Q:FORM&OWNERPERMIS SION ��$E» BC CALC®9 DESIGN REPORT - US Wednesday,September 28,2005 09:27 Triple 1 314" x 14"VERSA-LAM®3100 SP File Name: BC CALC Project:Beam 01 Job Name: Abel Residence Description: Address: Cape Cod Specifier: City,State,Zip: , MA Designer: Paul W.Swanson, P.E. Customer: ERT Architects,Inc. Company: Swanson Structural,Inc. Code reports: ICBO 5512,NER 629 Misc: 1926 �o 12 1 21-00-00 03-00-00 BO,3-1/2" B1,5-1/4" DL 2087 Ibs DL 2730 Ibs SL 3184 Ibs SL 4081 Ibs . Total Horizontal Product Length=24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. 1 Standard Load Unf.Area Left 00-00-00 24-00-00 Snow 25 psf 12-00-00 115% Member Type: Roof Beam Dead 15 psf 12-00-00 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: Yes Control Type Value %Allowable Duration Load Case Span Location Pos.Moment 26551 ft-Ibs 53.0% 115% 144 1 -Internal Slope: Neg.Moment -2253 ft-Ibs 4.5% 115% 145 2-Left End Shear 4541 Ibs 27.8% 115% 144 1 -Left Cont.Shear 4615 Ibs 28.2% 115% 3 1 -Right Total Load Defl. U291 (0.856") 61.8% 144 1 Disclosure Live Load Defl. U476(0.523") 50.4% 144 1 The completeness and accuracy of Total Neg. Defl. -0.387" 51.6% 144 2-Cantilever the input must be verified by anyone Max Defl. 0.856" 85.6% 144 1 who would rely on the output as Span/Depth 17.8 n/a 1 evidence of suitability for a particular application. The output Bearing Supports above is based upon building %Allow %Allow code-accepted design properties Name Type Dim.(L x Value Support Member Material and analysis methods. Installation BO Wall/Plate 3-1/2"x 5-1/4" 5271 Ibs 67.5% 33.7% Spruce-Pine-Fir of BOISE engineered wood 61 Post 5-1/4"x 3-1/2" 6810 Ibs 12.4% 43.6% Versa-Lam SP products must be in accordance with the current Installation Guide Cautions and the applicable building codes. Member is not fully supported at post B1. A connector is required at this bearing. you have any questions,please call _ To obtain Installation Guide or if post at Bearing B1 analyzed for bearing only,column analysis has not been performed. (800)232-0788 before beginning product installation. Notes Design meets Code minimum(U180)Total load deflection criteria. BC CALC®,BC FRAMER®, BCI®, Design meets Code minimum(U240)Live load deflection criteria. BC RIM BOARD-, BC OSB RIM Design meets arbitrary(1")Maximum load deflection criteria. BOARDTm BOISE GLULAMM, Member Slope=0,consider drainage. VERSA-LAM®,VERSA-RIM®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-RIM PLUS®, VERSA-STRAND-, Connection Diagram VERSA-STUD®,ALLJOISTO and Consult project design professional of record or BOISE technical representative for connection design AJSTM'are trademarks of Member has no side loads. Boise Cascade Corporation. Connectors are: 16d Sinker Nails p a minimum=2" b d r ,� PFUL W. b minimum=3" y►{ 8 �,;;:..; SUdANSON � d=12" STRUCTURAL y e minimum=3" c ° �' A e o o s Page 1 of 1 BeamChek v2.4 licensed to:Swanson Structural, Inc. Reg#2308-64482 ERT Abel Residence Steel Beam in Garage job 1926 Date:9/28/05 Selection FW 12x 26 50 ksi Wide Flange Steel Lateral Support at: Lc=5.8 ft max. Conditions Actual Size is 6-1/2 x 12-1/4 in., Min Bearing Length R1=0.9 in. R2=0.9 in. DL Defl 0.34 in Suggested Camber 0.51 in Data Beam Span 24.0 ft Reaction 1 LL 6270# Reaction 2 LL 9331 # Beam Wt per ft 26.0# Reaction 1 TL 8651 # Reaction 2 TL 13759# Bm Wt Included 624# Maximum V 13759# Max Moment 57595'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/254 LL Max Defl L/360 LL Actual Defl L/364 Attributes 3 2TL Defl LL Defl Actual 33.40 2.81 1.13 0.79 Critical 20.94 0.69 1.20 0.80 Status OK OK OK OK Ratio 63% 24% ' 94% 99% Fb(psi) Fv(psi) E(psi x mil) Values Base Value Fy 50000 50000 29.0 Base Adjusted 33000 20000 29.0 Adiustments YP Factor, Lc 0.66 0.40 At Point Loads: Provide these minimum bearing lengths in inches or provide web stiffeners. B=0.9 Loads Uniform LL:480 Uniform TL: 624 =A Point LL Point TL Distance 4081 B=6810 21.0 OF IN PAUL W. �G SWANSON d STRUCTURAL v • o. 5"34 �Fss Nei 'ck�� Uniform Load A Pt loads: RI =8651 R2= 13759 SPAN=24 FT Uniform and partial uniform loads are lbs per lineal ft. Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftivare Version 3.6 Release 1 Data filename:E:\ERT-ARCHITECTS\2004\2004-PROJECTS\0448-ABEL\abel.rck CITY:Centerville(Barnstable) STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) WINDOW/WALL RATIO:0.10 DATE: 12/02/05 COMPLIANCE:Passes Maximum UA= 127 Your Home UA=97 23.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perim R-Value R-Value U-Factor TA Ceiling 1:Flat Ceiling or Scissor Truss 584 30.0 0.0 20 Wall 1:Wood Frame, 16"o.c. 672 19.0 0.0 36 Window l:Vinyl Frame:Double Pane with Low-E 17 0.340 6 Door 1:Glass 48 0.330 16 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 576 30.0 0.0 19 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in RES checkVersion 3.6 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in tions 780CMR 1310 and J4.4. Builder/Designer Date It)•N.D1 REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 DATE: 12/02/05 Bldg. I Dept. I Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ].Yes[ ]No Comments: I Doors: [ ] I 1. Door 1:Glass,U-factor:0.330 Comments: ( Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The 14VAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I 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. I Heating and Cooling Equipment Sizing: L l I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CNM 1310 and J4.4. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. r Table 1: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mans and Runouts Te=erature(El 142 to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pi Re Sizes Pining System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.511 to 411 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 05,f15l2005 11: 11 50E3-3'28883 ERT ARCHITECTS INC PAGE 04 SECOND FLOOR JOISTS Ti-Beam®&.20 96tlar NpV1b* 1014@ 9112"TJmPro(TAI)-250 160, o1c Uftr.9 9112200B11:48:08.AM a e,lyn.v reao B.2r,.1e THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group : i 12' 9-5d" Max. Vert-r•.al Reaction Total (ibs) 332 9��9 .332. Max. vertical Reaction Live (It)!;) 232 640v > . Selected bearing Len, th rin 232 Q ) 2.2 r 5 W 1 3 5 0 RL( ) 2.25 k Max. Unbraced Length ( ) g- (in) 63 52 e3. Loading on all spans, LDF- 0.9d 1.0 Dead Shear at Support fibs) 94 -15U 150 -94 Max S � e h ar a,. Su pport or t (lbs) 96 zdo _96 Member Reaction 'rlba) co 320 9F Support Reaction (1bs) 100 324 100 Moment, (Ft-Lbs) 230 -409 230 Loading an all aparts, LDF 1.00 .. 1.0 Dead + 1.0 Fluor $.hear at Support (1bs) 253 -451 451 -283 Max Shear at. Support (lbs) 288 -480 480 -288 Member Reaction {ibs) 288 959 288 Support Reaction (lbs) 30d 959 300 Moment (Ft-ibs) 69i; -1227 690 Live Deflection. (in) 0.053 0.0.53 ? Total Deflection. (in) ALTERNATE vparrt loading on odd 4 spans, LDF - ,1.00 , 1,0 Dead 1:0':Flocz " Shear at Support (lbs) 315 -421 181 -62 u ; Max Shear at Sur. Support abs)(1Ds, 32U -448 192 -E4 Member Reaction (lbe) 320 640 64 `O Support Reaction fibs) 332 640 68 Moment (Ft-Lbs) 852 -918 102 {� Live Deflection (in) 0,087 -U.037 �7 Total Deflection tin) 0.113 -0.024 , ALTERNATE span loe.ding on even 6 spans, LDF 1.00 1.D Dead + 1.0 rl001- Shear at Support (ibs) 62 -181 02.1 -315 Max Shear at Support (lbs) 64 -:192 448 -32.0 Member Reaction (lba) 64 640 220 Support Reaction. (lbs) 68 640 332 Moment (Ft-Lbe) 102 -818 852 lave Deflection (in) D.031 0.067 Total Deflection (in) D.-024 0.113 PROJECT INF•ORMAMM: OPERATOR 1"FORMATa& ABET ADDITION ERIK TOLLEY,AIA ERT ARCHITECTS,INC PO BOx 343 YARMOUTHP'ORT,MA 08676 ... Phone 508 362 5883 Fax :SW 362 4883 ERIKQE RTARCHITECTS.COM -Coyyzignt a' ��g.by 7rua J03.Pt, u W91'exhaaRabx 8uslnes2 .. - ".710 and T-'-8eaaW "e red:ater d trademarks c!' Trw •70'.8t,. e-I,Jei.at'a.Prr" and Ti-Pto, Rr8 t.rtaamarks or Trus Joist, - - - - 05/15/2COS 11:11 5083E28883 EPT AP,CHITECTS ?NC PAGE 03 0 SECOND FLOOR JOISTS T} & > ,► 9 112"TJI rO(TM)-250 @ 16" ®0c B z !�pirw Ve sin;E d0.16 THIS PRODUCT MEETS OR EXCEEDS THE SET.DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADD[TIQNAL big IMPORTANTI The snalysis presented is output from Bpftware developed by True J"t(TJ J..TJ vArrants the sizing of its pttsduCb by this software win be stated dimensions in ns have with TJ product design criteris end Code accepted design values, The s and slated dimensions have Crean provided by the software user. This output!lea not been r®v7ewed by>PQatss OduCt applic:ttiyn,input design loads, -NOt all prpdUCW are readily available. Cho&with your supplier or TJ techniCBl represerafsUve for ed by t TJ Asbiiity. -THIS AN4LY5tS FOR TRUS JOIST PRODUCTS ONLYt PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design Methodology tees um4 for Building Cody;BOCA analyzing the TJ Distribution product listed above. P tt IECT INFORMATION: OE°EPBATOR INFORMATION, ABEL AUDITION .FR%TOLLEY,AIA EAT ARCHITECTS,INC PO 80X 143 YARMOUTHPORT.MA,0267.5 Phorw:5138 362 8883 Fox $08 362 4883 ERIKiC ERTARCHI TECTS.001A yxiq t c zro5 by True Joiat, a.woy4maeuaer Buaineea - - - - ^.JT0 autl TJ-BramO era ra9iatered !xe4e%ekka Of Trus Jcrst. - - - - - c-Z. 7ciet-,-1m, aatd TJ-Fro-are tra4tmarke of. Trua.Jt�$t - - 1`15/15/2006 11:11 5083626993 ERT ARCHITECTS INC PAGE 02 .� 4 SECOND FLOOR JOISTS Ti-bowe020serialWu osc�o,1 e�0 ! 112" TJI r®(TM)-250 @ 16"We Pop, &auM, & "is i THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dlrnension:26' E7_ t 2 3 ►n��r�QQ product Dliagram is Conceptual. LIMAS: Analysis is for a Joist Member, Primary Load Group-Residential-Living Areas(psf):30.0 Live at 100%duration. I s.0 Dead SUPPORTS: Input Soaring varticai Reactions(lbs) Defall Other Wk tri Langth Llva/DOW/Upllff/Tobl 1 Stud wall 3.50" .2.25" 232/100.'01332 A3;Rim Board 1 Ply 1 1/4"x 9 1/2"0.8E TJ-Strand Rim Board® 2 Plate on steel beam 3.50" 3 50" 640/320/01958 93 None 3 Stud wall 3.50" .2.25' 232/100 i 01332 A&Rim Board t Ply 1 1/4"x 91/2"0.8E Ti-Strand Ron Boardlp -See TJ SPECIFIER'S/BUILDERS GUIDE fordetail(s):A3'Rim Board,83 DESIGN CONTROILS: A1111axirnum Design Corrbol Control Location Shear(lba) 480 451 1232 Passed(37%) Lt.and Span 2 under Floor loading Vertical Reaction(lbs) 959 959 2030 Passed(47%) Bearing 2 under Floor loading Moment(Ft-lbs) -1227 -1227 3338 Passed(37%), Bearing 2 under Floor loading Live Load Dell(In) 0.087 0.320 passed(1-1999+) MID Span 1 under Floor ALTERNATE span loading Total Load Deli(in) 0,113 0.840 Passed(L/998+) MID Span 1 under Floor ALTERNATE span loading TJPro 42 30 Passed Span 1 -Oe/lection Criteria:STANDARD(LW480,1-11/240). -Allowable moment was Increased for repetitive member usage. Deflection analysis is based on composite action with single layer of 1 tf/32"Panels(20"Span Ming)GLUED&NAILED wood decking. Braciag(Lu):All compression edges(top and bottom)must be braced at 4`4"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. Ti-Pro RATINQ§MTEM -The TJ-Pro Rating System value provides additional floor performance Information and is based on a GLUED&NAILED 19132"Pen4s(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None.'A structural analysis of time deck has not been performed by the program. Comparison Value:1.42 �G `J9EF .�nP � t i n 730 �< w H PORT. y PROJECT INFOfZllfl+4MN: OPERATOR INFQ MATION: �zJ ABEL ADDITION ERIK TOLLEY,AIA �a�Tii OF�A55m- ERTARCHITECTS,INC. PO BOX 343 YAR.MOUTHPORT,BOA 02875 Phone:508 352 8883 Fax ;506 362.4883 ERIK@ERTARCHI TECTS.COM coryriq%- 6' 2005 key frva joist, a Neyerhaeueer ev$lnsse - ToIN and Ti-aeura are re;istered treclomarks or True Jost - e-1 Joist-,Fro1° and .J-Pto- are traftmsrke of Trva Joist - Comcast Message Center Page 1 of 2 From. . John McGillicuddy' j.mcgillicuddy@comcast.net> To: <ejjaxtimer@comcast.net> Subject: Re: Work Authorization #10 Date: Fri, 12 May 2006 14:32:18 +0000 0 Tina::__ r The wood-forthe"border in the.:pictures I sentto you is wenge: know that Hoboken carries wenge. X,G Carol and I will be in New York until Monday evening. Use my cell (508-353-1897) if you ni reach me. John ---Original Message--- From: eiiaxtimer a comcast.net To: John.McGillicuddX Sent: Friday, May 12, 2006 8:57 AM Subject: Re: Work Authorization#10 John, Joe told me he spoke with you this morning. We.need to know what type of wood you want for the border in the living room,. . Thanks, Tina -------------- Original message -------------- From: "John McGillicuddy" <i.mcgillicuddy_@comcast.net> Tina: am okay with the change order#10 with the following modifications: 1) Do not upgrade the 2nd floor to maple. Use pine. 2) Explain to me why the refinish of the kitchen floor is not in the original contract 3) Explain tome why the.refinish of the 2nd floor closet is not in the original contract. 4) 1 want to talk with Joe to describe how to lay.out the border. John. ---Original Message-- From: E.J. Jaxtimer. Builder, Inc. To:1 mcgillicudd comcast.net Sent: Thursday, May 11, 2006 8:24 AM Subject: Work Authorization#10 Hi John, Attached.is a work..authorization for wood flooring. Please review.and sign to proceed. Flooring is the next step so we need to address this asap. Thanks, http://mailcenter.comcast.net/wmc/v/wm/4464BOFB0004D5B70000649F22092246270DOAO3 079B980... 5/12/2006. IKE The Town of Barnstable • BAMSTABU& • �� Department of Health Safety and Environmental Services 'OrFo 39'�" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Bui ding Commissioner M11e�C�1G September 13, 1999 AM Wilson Associates,Inc. P.O.Box 486 3261 Main Street Barnstable MA 02630 Dear Ms.Wilson: Regarding your letter of August 27, 1999,your understanding of my zoning parameters on generator placement is correct. Best of luck. Sincerely, GAL. Ralph Crossen BUILDING COMMISSIONER RC/kl q:991309a ( le A.M.Wilson Associates Inc. August 27, 1999 Ralph Crossen, Building Commissioner Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: Side Yard Setbacks, Generators Dear Mr. Crossen: This will confirm our recent conversation relative to setback requirements for residential-type generators. Based on our discussion, it is my understanding that if the unit, its support pad, or base abuts, or is attached to, the dwelling it services, it will be considered a part of the building for zoning purposes and would, therefore, be required to meet relevant setback requirements. If, however, the unit is free standing, it would not need to meet setbacks (especially if it were small and self-contained like a residential condenser unit, rather than - some thing"large requiring a shed which of itself might require a permit), I have checked`-with `my client. The unit being proposed is approximately 4811x25" and 33" high. It is entirely self-contained like `a residential condenser unit. It will sit on a wooden platform essentially the same size as the generator unit but will require no shed or other enclosure. The plan is for it to be located +3 ' from the house. The only physical connection to the dwelling will be underground conduit running between the generator and the house. electrical panel. The unit will be masked with vegetation-. I believe this will meet your parameters for zoning exemption. Thanks for your help. Yours, A. M. .ON ASSOCIATES, INC. Arlene M. ilson, PWS Principal Environmental Planner 899AW36%csp P.O.Box 486 508 375 0327 3261 Main Street 508 4281450 Barnstable, MA 02630 FAX 375 0329 �p SEPTIC SYSTEM MJUS T BE Assessor's office(1st Floor): r ,. _ INSTALLED IN COMPLIANCE ''Assessor's map and lbt number O6 r9a D kl, A P p WITH TITS off"E To Board of Health(3rd.floor): r` '�' �1 ir'a+��y�� v ;t `j Sewage'Permit number �' (/ d e i n Z DAHd9ToDL�L i Engineering Department(3rd floor): ICU �P� ' 7 rud House number 1 , S1g'a 10_ °o 1639• Definitive Plan Approved by Planning Board — - 19 d ti Date APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only i ' TOWN OF , BARNSTABLE BUILDING ' INSPECTOR APPLICATION FOR PERMIT TO (i ,�. ` /Uc f�f' ({ T�j�d/l'�/ Z��jllr�E'i�✓�JS'S I TYPE OF CONSTRUCTION G✓UlJQ ��G�J�L- ,' j GT�/ 19 • r r ' I TO THE INSPECTOR OF BUILDINGS: f The undersigned hereby applies for a permit according to the following information: Location_ �4/1 c' ��9��7 .4-,O ,� li�!//�/tom Proposed Use Zoning District Fire District Name of Owner Z`� Address x( Name of Builder ',Address /11 Z "0 A'001 r��4 41� Y"`� Name of Architect Address Number of Rooms Foundation �Un� Exterior Roofing i . Floors Interior Heating Plumbing _ Plumbing Fireplace Approximate Coster C�UU Area Ala2- 6 Diagram c f Lot and Building with Dimensions Ll A Fee IN U T/Yh� Q oo �ot/e Up 60 01 I OCCUPA14CY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin a abov onstructio Name Construction Supervisor's License 5'gC9 1 FIN PETER " - 34659 Permit For REMODELNo- Single Family Dwelling `I 129 Long Beach-'Road Location - 'Centerville LL Owners'}' Peter Finn i ✓ f. // Type of-C,onstruction F r ame�T tP Plot + Lot r --7 Alt Permtt'Granted$ October 23-i -19 91 Date ofolnspection_ /X 19 +' ' - • Date Com leted 19 ! - ---- - ' i 3 �•3 4 fir ~ t Y. _ vaoxc- _ 1 ' _ MF-M U Ll - EE4ee- I - I _ I " , .. P-ON '�- F w \ too A ...............Fsr �#, s.� t,MIA— : svw-J;"'+..i.x' py P.,Y y %wnx 'w'' r }.+•{�a w.,'gam#xRt`'` iP x l x iN V '1r M1 jam RAV MOR Nis I ' ,� ,� a��,� • ��,�'` del ? ?, OW r€r•$x f `v I R� '1 xGr e:a�tse Owns 1' a Mull 1" �k. m ` `p - era & k p poll > � bg.'arfi ,r„a , a'i.Ti• .<° �-e'?..,,,, x4'Xsk§ h '>e V?,r 7 'A ' fib M1T,s'a'& Jk + X` Z •t q z.r not WAVE _ . ,a ERT ARCHITECTS,INC. ` E MOKE DE TEGTORS REVIEWED INTDRE ARCHIiR.I ORS PLANK RR DCTDN LaNNOTG - - 939 MAIN STREET, D1 PO BOX 343 _A TA. U.ILDING DEPT, DATE YARMOUTHPORT,-MA 02675 tel (508) 362-8883 fox:(508) 362-4883 . . DEPARTMENT _777FIRE B01`N SIGNATURES ARE REQUlRED.F DATE . OR PERM/TYING ADDITIONS&RENOVATIONS' A B PROMOS 10"DIAY.SONOTURES C W/BIGFOOT FOOTINGS FOR - A:6 .. FOR: COLUMN SUPPORT ABOVE THE ABEL .. 5 6 E0. EQ., EO. _,.. .. -' CONTRACTOR SHALL . MAINTAIN 4V'MINIMUM 202XIO FLUSH GIRT `•\ \ •\\ `�\ \,'' \ `�\\ •,.\.\ "•`\\`\ . `FOOTING COVERAGE :I \ \ .•\\`' `'\ \�,,\\\\ \\ - \\... \�\ - 129 LONGBEACH - \ CENTERVILLE NIA Tn \ • -- 2ft92XT0 FLUSH GIRT.. \ \\ EQ \ \\ \:`, �n ESE PLANS AEA NOT TO RE USED FOR.\' �\ PERMITTDE G OR LONSTR UCRON \: R PU PoSES UN LESS STAY PED tr�\ \ \^ SXRIFD \ \` •.\ \ METH AN OWND SI NATURE \\'--,\ \ \ \ \' STAMP AND SIGNATURE. T \ \ . �,\ \ \`. \ \\` .\ \' \\ `'•\ - ,.\\ \ \\ - .. - I.. DATE ISSUED: 08.1 6.05 REVISIONS: X , \ \ e \ \ \ \ \ PERMIT SET 10.01.05 \, \ ,\,.�\.\• \, \\ \. ',,\, \ \ �\\ \` \.� \ PROGRESS SET 8. 6 .. N PRICING SET \ PROGRESS SET \ ' - - HATERS AEA REMAIN. _ .. R NOTE: '� -. :. D AREAS ARE EXISTING TO REGISTRATION " . .>, - �a�p REQUIRED . ®� 67R/"1®E IMPORTANT �P .., - ` STATE BWLflING CODE.REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING'WHEN , z A e OR OR CREATED. ONE MORE SLEEPING AREAS ARE ADDED SHEET NO. 7VOTE: A SEPARATE PERIVIiT IS-:REQUIRED FOR THE A:O FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL FOUNDATION LOWER To ENSURE SAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL REQUIREMENT. . - y.. COMPLIANCE WIN THE MASSACHUSETTS STATE BUILDING CODE ..; '• - - ALL�POSTS IN EXTERIOR WALLS SHALL BE DECK FRAMING G PL PERIVi1T.DOES Nt3T SATISFY THIS RE6tUl 1 A 4x4-UNLESS OTHERWISE NOTED. - E TOTAL NUMBER OF SHEETS .ALL POSTS IN INTERIOR OWALLSTHERWISE SHALL BE IN SET' . .SOLID.4x4 UNLESS OTHERWISE NOTED. .. TH lE % PLATES UNLESS ALL EXTERIOR DOOR h WINDOW HEADERS SHALL BE N@%IO W/I01/z'co FUTON PL THIS SHEET INVALID` OTHERWISE N0 D. - UNLESS ACCOMPANIED BY - E I \i V I I T SET: 10. 01 . 0.5. WORKINGS DRAWIN STE SET F I ERT' ARCHITECTS,INC. .. ARCTnTECTVRE NSTRUCTION INTERIORS f•LANNWG 939 MAIN STREET—DI D1 ` PO BOX.343 YARMOUTHPORT, MA 02675' tel (508).362-8883 t fax (508) 362 4883 ADDITIONS&RENOVATIONS. A B C FOR: A.6 A.6 A.6 axa P.r. Po Ts \ THE ABEL .. .' .. 'ENCASED W/PVC TRIM. ... _ '\ \\\ �'\\ \\ \ `�\\`\\ \'+. `\. \\ \�:, :\ \\'. \'\',. . x _ \ . \ \\.. \\ \ \\ >\\ \\ RESIDENCE' \\ �. 1\ \ ": :: 129 L N . \ \ •,.'\� ' -\\,\ ,,.\ \ \\\• I O GBEACH ROAD ...._ ..... _......... _ ,.. ..... '. \� CENTERVII LE MA ............._ \'. . NE COVERED PORCH .. .... `'... `. .\\•.''\ \ \, ,. \ \ \ _..\,- • .. _ TE ROOFED _:__:.:.. ..:....._.._ ......... .:,. ., \. ,\'S Iv .0,.,,`,:.i-�, \ \ \ , h'G -DECK ABOVEIN ...._..... .... ".......__.... ............ ,. .. .� '., ..., \\\: ,. , .:�.. ..♦.\ \. •\�. ,;� EXISTING FOOTPRINT .. ..: ..:.::.....:.. .:: :�...::. ... .:......_. ..__...:. ..... \ ..... _ \ - _ ..._.. ........ \, �; \ \ \ 1\ �V\.. \\ \ \ \\_ .... ........ ... ...._....... ........_.. .....DECKING ... .................. .... .\ .. ........... . . .. \ N \\,, \\ \\ \ ........................ ...................... _ \ \...... .... >.\ „ \\ 5 - x--�...... ...... _....... ... ........_ __.......... , ....................................................-....................... \ ..............- _.. \ \\ \\ \, \ ,\... 1NESE PLANS ARE NOT TO RU USED I FOR PERMINLE .. _ \ ,.\\ \':�". •\�.., `\\ ` \, \ \..`, \ ` \ \ \ .\\\ I PUFPITH UNLESS STAMPED m R SIGNED m WITH AN.owND SIGNATURE NATUREOts _ - '.\\,1•'. �:\ '\ \ � \ �:. �`. \- -.-.\ `\\ :\v., \ .. STAR AND SIGNATURE xi T , SHALL`BE` EM \ \ \.. \• \. \ \:• ...,�\. .� .\`,.., ::. \, .,. _, ,\ .,, -; `•. \,., � . � DATE ISSUED: \ REVISIONS: \` \Xvi\ N N. \v,% \ r \ R , \_. \ �\ \ . ..:'... - - ''.:\ `:`\ ,\ \ ,}, ,., -<\t:. \< > ' ;.\' .♦\ ,.;i\... \ \ � •\ - 'PERMIT SET 10.01.05.. • GAGA ♦,. ., -. . • ., ,. \\. ,..: ,., .. \t .......,. ', N ,, \.., ,.,, PROGRESS SET:'08.16.05.\ _ •\ \ PRICING T PROGRESS SE \ \,. G SE - \- :A OGRES T v. \ \\. \ \ ` K ` \ R\ T. `c2R C ♦ \\ \• X��N \ A A TYPICAL NOTES: \\ \ STRUCTURAL ENGINEER/DESIGNER TO PERFORM FItpNING 8,:,.ECTION NMPP \,WHEN FRAMING IS CO LETS AND PRIOR TO ENCLOSURE BY:INTERIOR INSPS WALL PLASTER BOARD/flNISH. .: .. I _ ��REG STRATION CONTRACTOR SHALL SCHEDULE AND PROTECT FORM WEATHER ALL - - : - - EXISTNG HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION - - - AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE - - NECESSARY TO INSURE SUCH PROTECTION. SCALE: 1/6'�1'-0" CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS.PROPOSED - - CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. .. - .• - CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS - - 0 i 2. A .B SHORING ETC.TO MAINTAIN ROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. CONTRACTOR SHALL SITE INSPECT/yEQUY ALL EXISTING VS.PROPOSED - -SHEET NO. CONDITIONS PRIOR TO AND OURINC CONSTRUCTION AND MAKE AOJUSTMENTS A,6A.6 AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS - - - WORK PROGRESSES. .. - A HATCHED AREAS INDICATE EXISTING CONDITIONs. - - - I - DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED. AS USED IN THESE DOCUMENTS."PROVIDE"MEANS"FURNISH AND INSTALL" - - - - - - - � � � - FIRST FLOORPLAN, ' WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT - -' DOCUMENTS, TOTAL NUMBER OF SHEETS ES PROVDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE - IN SET: THE WORK. _ .. .. - THIS SHEET INVALID. - - - - - - UNLESS ACCOMPANIED BY- - . A COMPLETE.SET.OF .PERMIT SET 1`0. 0105 ' � WORKING DRAWINGS : 'ERT ARCHITECTS,INC.. . - � � - - .. � - .. ARCHRECIVRE CONSTRUCTOry . . - - � � .. � , INTERIORS -PLANHUYG .. 939 MAIN STREET, D ` � PO BOX 343 _ YARMOUTHPORT, MA 02675 tel'(508) 362^8883 .' ` z faz:(508) 362-4583' ' ' . � , I '" ?:DDi7iONS&RENOVATIONS „ - A 6 C � FOR:. : A.6 A.6 . . A.6 , ��: � � .\� ,\��' \� �:�\\\\ RESIDENCE \ �� --- - - - R _.. .,.`.. ;.\•.\�\ �`�\\�\, ,\ \,\:.� \\ \\\C,,,\��;'\\\\ ��.�\., .:;_�:'., \,..\\:..`�; z CENTEBVII.E RMA D \ \ __ \ \ \\\ .. .. .,\ ��- \ \� \ \ �'\ �\ �� :,-. .\ . . _ � �:. \ ` ,{ I .........DIREC.TLY AB �...�- ,. '\\. \. ...\, \ \\. _, .\... - \ \ ...\\\:-.. ...\ �\•>, `.\` \\, . _, � ......... .._ .:_. ...... OYE..ANO...IN..FOD.TdRINT_ _...... .. ........._ .. '��\ '. .. .. \, .. ... ,. _ - OF'LOWER DECK .\\� �\� � '\ .... :\.., ,.�, �. •.. �\�..'. \\l \ \.., v. \\ \ �.'\ \. ,. _ \ `\ �\ ,.. x \ \ ,: .\ .. .. \ �\, \ \ .\ : 1 B BD 0 � `�'B�O RHO NU. � \ n\�'..��„�,, __ WEATH�RBEST.CECKING ON ., \ \ \ ',`;��.�. \\`\ - � ....:P1T.:FRAMING.:DYER PDRCH ro :.`�,, :. \ \\ ,:�; \ �\ -.\ �'\\\ `' ' - .... •. 3 \ \ \ \\�'� �` ,, _ ..... - ..... _ ._._ WATERPROOF DECK.........__. _._._._ .' \ \\ .,\,:� �-\\ �,\\\ .\,. \\-� .. r.. .. _ .._Tl.....6. _.._. .. �. ,.\ .. \. \ � �_ �. .\ \\ _ \ � \� \ �� - .. � � � � ,�\.\\`\\,L N\ \.,.\ �\.,\ .`�\ \\�\ ^I\ `I �\tip�.\\ \ � � :THESE FUWS ARE KDT TD BE USED - .. �\ \ \ \ \� \\\.\\I'i�.,LL \\..�-. \ - - FOR PfltMITRNG OR CONSTRUCTON PURPOSE$UNLESS STAMPED W SIGNED _ .\ \ ,\� \ \ \ � \`�` MTH AN oRl(RIAL ARaITECTs \.. I\��.\\. \\\ � \\� DP{\\. .\ `:\ \ \�;.I\ �\\\\\ \ \� .. _ STAMP AND SKilAMtE . ... - CONTRACTOR TO COORDINATE � \ ,: \�� •.I` \\,I-\\�\ �, \\ \\..L;. .. .. -. -, REMOVAL/RELOCATION OF ALL � So -\ ,.\ \' :\'\�, �\ ` r '��\\\ � � - � .. _ - ELECTRICAL DEVICES CURRENRY. y. \ \ �:\ I`, '\ \ \ \\� ,;\ \ \ - _ � - .. - LOCATED IN AREA ABOVE m ��\ ,,\ '\ I\., \ �.\� \ _ EXISTING GARAGE. �.S ��{l/\�\\ I �� .�� , \ �' \ \\ �� -0ATE ISSUED: 08.16.05 \\ �r \: .REVISIONS / \ \ \ .\`. \ I. \�. _ ' ... ..... `. '. -. __'NEW 2%6 WALLS 3 7 2"X6 1/4•'LVL POST :�... .,, m ,`..\ '\--.�.. ....,., `\ \ .•-,\� :...�\ `\,\ \ \ .. .� TO STEEL 2 868 � \��\\ \ .\'.., \ \ � �\• \\\ � ,, > . :. .. MASTER BEDROOM. :' >. ,_. ., .3 0 ,\. D�\t�,./ ^ ,. ,,. ,, , \\ \ B,� �� \ .: \. �:�, \' \' ' -., .. .' � ._.—.—._.——.—:;_3®1 3�4 X14. LVL- —�.:. �. `. I .\..;1•. \\':`...\ \ \`\ \�• \\\. \ � .. ' .. .' - ... � ev n: CENTER WINDOW ... -ROOF BEAM .. ...:. .:,... ._ :\. ... '.. .\\\..,,.,... I \\ �,.\\. ..' :. . ., - .: - a IN.GARAGE�GABLE :: � :...!. :� .....:. .. ....:... ........ .. \ .\\ a�� \ \ \ \ \\, \ \ • �. - .. ONTRAC TOR SHALL SPLAY '-'\\ \ �\\\ \ ��\�\ �\\\\ ,\. - �� .. � .,: -. � � _. .- .. •.�. WALL/CEILING 70 KEEP. - I,T � :a. GGGGGG .. � �. _____. � �.B A TI I-'- - E%1ST' HSIACLI'LIWAY IN NEW \��\ \�''•` � \\ � .,.�- - - -\ �, \ �. � \� \�� PROGRESS SET•'0807 OS , . - �- .' -.' � CONTRACTORS HVAC SUB- o :"; �:' REMOVE DASHED WALLS �'\ �� \ \ \ -- \ � �\ \\� � - - PRICING SET ' -+ - - I � � CONTRACTOR SHALL EVALUATE NEW' � '\-� � �\\ \\ \\� ��\ � � - �' � � ' � EXISTING FURNACE TO DETERMINE •I '. i_"'1` -� &DOORS, AS SHOWN. ;\ .. � \�� \ _ - - � � PROGRESS SET GGHH ' - � IF.DIRECT VENTING IS ^ ' 'T'E _ I � `\ \ `-..�\ '\ \�\ \ ,� � �\ - POSSIBLE. � ^-` \\\\\ \\� � \' \\•�\ \' Y . SITTING �\ �` ,, `\ \ \; ,. . I .` . .. - .' - v � T ,,=�- - EXISTING WINDOWS � \�\\\��`\�\'`\\ \ �\\\� - STRUCTURAL ENgNEER ESIGNER TO PERFORM'FRANING INSPSECPON' .. � � \'.. .\ \ ��..\. '.\.- `�.. .\\\��\ -\'.. ,`\. \\ //pp � ..\ ..�\�\ ' WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR �� I WALL PLASTER BOARD/FINISH. � � �°f - ... � � �� :: _. '_ _ ___________ ___ _\_�, , _ _ ... ..REGISTRATION - CONIRACTWi SHALL SCHEDULE AND PROTECT FORM WEATHER ALL '.� � �� .,� ' AND CONSTRUCT TEMPIXTARYS STRUC7URE5/ENCLOSURES ASS MAY B� .��' � - � � �. � �.� ` - � '; '� ., NECESSARY TO INSURE SUCH PROIECRON. � - � � -6•-0".. 4•-O" � � 6•-O"' � $'- �3 4" '' 131-11" �� / _ : ..., ', � .. � ... ,.:.' � �SCALE: 1/4"aT'-0"�. CONTRACTOR SHALL SITE INSPECT ALL EXISTING V5.PROPOSED - � - � � � - � � •, CONDITIONS PRIOR 10 AND DURING CONSTRUCRON AND NORFY DESIGNER � �� -' � - � � ' OF ANY DESCREPANgES AND/OR CHANGES THAT MAY BE ENCOUNTERED. C ,�.I � - � � � NOTE: ALIGN NEW FINISH FLOOR W� �' � � � - .. � � � ' - � � - � - � -+, E%ISTING FINISH FLOOR. � � - � � � - D t '2 a g ' CONTRACTW2 41ALL CONSTRUCT AND MAINTAW IENPORARY WALLS/ _' SHORING ETC.TO MAINTAIN OTECT ElDSRNG HOUSE AND STRUCTURAL _I - - � � � - INTEGRITY OF E%ISRNG H SE A B � � �' � � � - - CONTRACTOR SHALL SITE INSPECT/y�pIFY ALL E%ISRNG VS PROPOSED � � � � �'� �' 'r' �� '� ^ " - CONDIRONS FAIOR'TO AND DURING CONSTRUCTION ANp MAKE ADJUSTMENTS - A.6 A.6 .. A.6 '- - � _ � � .. SHEET NO. AS NECESSARY TO INSURE CONPUANCE WITH DESIGN PARAYETERS�AS .. � � - � - - WORK PROGRESSES. - - � � � NOTES. � �' � A.2 . HATCHED AREAS INDICATE EXISTING CONDITIONS - � � � � � � : � - � � � � �� - � � .Y ALL NEW E%TERIIXT-WALLS SHALL BE]X6 � - � - - ....- - t6"O.C.UNLESS OTHERWISE NOTED. DASHED ONES INDICATED EXISTMG CONDITION$TO gE REMOVED/ALTERED. � � - 2 AL1 W,ERIOR WALLS$HALL BE iXa SECOND FLOORPLAN ' - A$USED IN THESE DOCUNEN75.'7ROWDE"MEANS^FURNISH ANp WSTALL^ - � � � - � � � � � - _ �.. - � - - � � � � O I6"O.G UNl eee OTHERWSE NOTED. ' WHERE AN ITEM I$REFERRED TO IN 9NGULAR NUMBERIN THE CONTRACT � � - � � - � - _ � � - - � - - .. },CONiRAC70R SHALL VERIFY ALL WINDOW � TOTAL NUMBER OF $HEFTS ' DOCUMENTS,PROVIDE A$MANY SUCH ITEMS AS ARE NECESSARY i0 COMPLETE � � � '' � - ROUGH OPENINGS PRIOR 70 ORDERING W1NDOwS - THE WORK. � - � - - - .. IN SET: ' ._. o � '. - DRAWING$AND SPECDICARONS SHALL BE TAKEN TOGETHER;PROVIDE VA7RK - -� '� � � � � - � � � � � � � � � � � �- PRIORHTO CONSTRUCTION�CONT�RACTORN90N5 SPEtlFIED AND'NOT SHOWN AND WORN SHOWN AND NOT$PECIFlED AS THOUGR � A _ - _ � � ASSUMES RESPON5181UTY FOR ANY MISSING OR � - REONRED EXPRESAY BY BOTH.ALTHOUGH SUa NORM IS NOT SPECIFlCALLY �� - �-�'� :" � � �� ' � - � � � - � � - -.INCORRECT DIMENSIONS NOT BROUGHT TO ' SHOWN OR SPEOFlED,'PROVIDE SUPPLEMENTARY OR MISCEILANEWS ITEMS, � � � � -' � '' � � � � � THE ATTENTION OF 1HE DESIGNER. APPURTENANCES DEVICE$OR MATERIALS INCIDENTAL TO OR NECESSARY FOR � � ,; -' �., e - .. � �. � � � � 'THIS SHEET INVALID SOUND.SECURE AND COMPLETE INSTALLARON. + •' - � "' � � � - - - . . � LNLESS ACCOMPANIED BY ' .... � : - ... - ` � �. .:,�' .: .. - � _ ❑ �/� T C T 1 TE SET OF - . - - - -I ��I V I I I. J� I I O.�O� O� WORKINGEDRAWINGS ERT ARCHITE CTS,`INC. ,. .� '. � ,� •, .. ARC[OTSC'IVRE CONSfROCTO :.�..;. 939 MAIN STREET, D1. PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 — fox (508) 362 4883 ADDiT70NS&RENOVATIONS , B - C '' ,. � - . : '-.a_. '- _ .. ,.. .. - '� � - ..FOR: - A.6 A. A.6 THE ABEL Y \\ \ RESIDENCE ` \ 129 LONGBEACH ROAD \ \ �CENT'E Xx \ \` \ I ' i - - - .DECK BELOW \ I Xl� GO 1ElEL.COVER \\ _, sliEn \ \ Raa .I ..- s W LAVER cE N t \\ WA,ER\BARRIER. H THESE PLANS ARE Nor TU.m LAID ... •" \ \ `.\ - MR PEAtlI LEc OR CONSiROCTON' •.:.. - i' '. RINWO UNLESS ALA CHI E HGNED M,N MJ ORIGNAL ARCHITECTS GOPPER - .. , \ \�'\., \. ..\ .,,, \ \\-.. ROOF \ \, \ \ \.'\ \\ DATE ISSUED 08.16.05 REVISIONS X. \\\NN, , om o xo. NEW CUSTOM `.,.\ \\ \' \ \ ". •,.. w , .. . ,. . . '• � .:+ � 'CUPOLA .. \. • .. - mo .\\ PERMIT SET t 0.01.05 \, '_ \- \`\'` \ --•'\ \ N PROGRESS SET: 08.16.05 PRICING SET\ PROGRESS SET\ \ 2 2 2 2 2. 2 t' \` . - REGISTRATION NEW DOGHOUSE .DORMERS _ 22'-7-+/_ SCALE: 1/4'=t' 0'' . - EXTEND EXISTING FRONT DORMER AS SHOWN NOTE: - - - - - HATCHED AggEAS ARE EXISTING TO REMAIN - - 0 T 2 4 e SEE NOTE H2. A.6 A:6 A.6 SHEET NO. NOTES; A.3 ' .. I. COMPLGRACEM$COVER ALL NEW ROOFS W/I LAYER OF :. ` ROOF- PLAN 2..CONTRACTOR TO GIVE LINE ITEM PRICE:FOR RESHNGUNG .. - - .8 WATERPROOFING EASTNG ROOF. - .. • - TOTAL NUMBER OF SHEETS " .. - .-. .., IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY PERMIT SET 10. 01 :0 5 AVOR METE ET sF RENOVAT10AI5 .. EXISTING _ ERT . q g _, C - - n.s A.s qa ARCHITE CTS,INC. to'-z - - ARCNRECTVR6 .CONSTRUCTIONS.. . INTEN100.R PLANI'NONG - _ 939 MAIN STREET, DI, . - NEW CUSTOM CUPOL - - " _ - : PO BOX 343 w/COPPER ROOF YARMOUTHPORT, MA'02675 tel (508) 362-8883 �,_z 1/z. AN s fax (508) 362=4883' w,,.. ............. .. .. ._.. i..,_... , ....._.. �.... t "TARCHMCMCW 5_D..... ......: ADDiTTONS&RENOVATIONS ..... _........ ...: .......... ,..........:_. ,_ ... ..,,ALIGN THEE.CENTER.OF..THIS,DORMER WINDOW...... - _.,:.� W/CENTER:OF:THE DOUBLE WINDOWS BELOW.: d :. .... ........:.i.:........_12,.., t_.12 :13... 12__... _.: :.;............_......:.....................:........ - FOR: _ .. _ THE AB EL __ ......_1X4, 1X8 RAKES RESIDENC E NEW DORMER m 129 LONGBEACH ROAD . ® ® 0all _ . SECOND FLOOR : _ _, ._ ..... .._ _... Q NEW W/EXISTING ._— ,_ .— — --.ALIGN NEW W/EXISTINGV - ..; - - _ r: - - EXISTMG - EXISTING HRSTFLOOR _ _ ' .: -.' :' - , FIRST FLOOR - . .. '�AFRONT ELEVATION COMPLETELY COVER ALL NEW ROOFS W/1-LAYER OF GRACE ICE&WATER BARRIER. - - . - THESE PUFNS ARE NOT TD K U= FOR PUR CONSTRUCTON POSES UNLESS ST"KD.t SGNED AN ORIGINAL AROIITECTS STAMP ANO SIGNATURE ' DATE ISSUED: OB 16 OS REVISIONS: COPPER ROOF - .STATIONARY rX' N 1 PERMIT SET 10.01.05 - ,- ......'..._...... _ M ATC H EXISTING DORMER.PITCH " - -PROGRESS SET. T: 08.16.05 PRICING SET PROGRESS SET RAKE TRIM TO MATCH EXISTING - .. POST.D41 RObF_' 12:NEW DORMER NEW-DORMER NEW DOOR '' .. .. .. POSTS ERDN NEW UPPER DECK ry:< W CERTAINTEED"EVERNEW' _ REGISTRATION SECOND FLOOR - SECOND FLOOR - ____—_R IDNG SYSTEM' — __ --.__ _ _ _ _ __ BIFM� � .. `✓ADGN NEW W/EXISTING - - - ALIGN NEW W/£XISTING`a' .. .. _ - O a . . .: .. - i .z a NEW PORCH. . IN FOOTPRINT OF i - - SHEET N0. EXISTING DECK -' . nEXISTING —_ _ _ '; EXISTING .. _ ——— - FIRST FLOOR FRST FLOOR — -—— — ELEVATIONS . ' - NEW DECK IN EXISTING FOOTPRINT TOTAL NUMBER OF SHEETS ' _ - IN SET: 'LEFT. ELEVATION COMPLETELY COVER ALL NEW ROOFS W/4 LAYER OF - • - - GRACE ICE h WATER BARRIER. THIS SHEET INVALID UNLESS ACCOMPANIED BY .PERMIT SET 10.01 . 0 5 A COMPLETE SET OF - _ WORKING DRAWINGS ERTI ' EXISTING� - - : RENOVATIONS I : - ARCHITECTS,INC. c e A ARExrrecruRE. rnnsrnurnon 939 MAI N STREET, DI PO BOX 43 CUSTOM OF 3 YARMOUTHPORT, MA 02675 RO .. W/ tel (508) 362—8883 fox.(508) 362—4883 . AN 57 FIXED A .:. .. - -. -.,. _ . . FOR. ADDITIONS ......:..........._..... _ :................_........... ARCHITECTURAL ASPHALT _. _ -.- .. ..._.....:_. ..... :. _ - .____. SHINGLES 5• 0 ...:.t. ... _....... .. ......:....._.. ... ., ..:.._.. ... _L... .... THE BEL ' 'RESIDENCE, A 7. 129 LONGBEACH ROAD W C. SHIN GLES CENTERVILLE,N A - WEATHERBEST DECK ERTAINEED .. TEs, -..:. ..._..._. - EVERNEW RAILING. -. SECOND FLOOR _-_ _ _._ ___ _ _ _ E E . �UGN NEW W/EXISTING — ... _. .. -:— _ _ ____ _ _ _________ _ ____ _ - awl NEW UPPER DECK :. ..:.:.:.... .. ... ... ...... .:... ._ .:. :: NNE - _ _ ___ SECOND FLOOR .....,. .._ :._... ALIGN W W/EXISTING WATERPROOFED DECK - -. ,. '-:..' NEW ORCH . - .. N FOOTPRINT OF . . - EXISTING DECKFTI� 0 'EXISTING .: .. . .:: . � q'FlRST FLOOR——_— __ _ . ,,,..;. __ __ ______ __ _ __.FlRST%FLOOR - - - -- - NEW DECK-'IN.EXISTING FOOTPRINT - REAR ELEVATION - - TNESEP S ARE NOT TO USED FOR PE-ITTING DR CONSTRUCTION j COMPLETELY COVER ALL NEW ROOFS W/1 LAYER OF - - - PURPOSES UNLESS STAMPED&VGNED _ GRACE ICE&-WATER BARRIER: ,.. W si upOR`��AND w-Tecrs...., - DATE ISSUED: - 08J 6.05 - - I . - �REVIS DNS:" - ... .NEW CUSTOM CUPOLA .. . .. .- .., PERMIT SET :100105 , PROGRESS SET' 6 OS , .._. - PRICING . .. PROGRESS ET' .., NEW DORMERS :. - _ - .. :;. r^ SECOND FLOOR - F .. - REGISTRATION iLc —-----—---——-- SECOND LOOR..� . .®ALIGN NEW W/'EXISTING ,: .. ———— — — ALIGN NEW W/EXISTING - REGI TRATIO . '� SCALE:-i/6'=1"0�'.. •. 0 1' . ' SHEET NO. . EXISTING - ., .. _ _ --__ -- -_-_ _ G .. ®FIRST FLOOR FLOO .A.5 .. _ EXISTING . FlRST R ELEVATIONS TOTAL NUMBER OF SHEETS. � R'IGHT ELEVATION IN SET: . - - - COMPLETELY COVER ALL-NEW.ROOFS W/1-LAYER�OF .. - - .GRACE ICE &WATER BARRIER. - Lug 1 I a '.... ... THIS SHEET INVALID - r lull LJ _ r , UNLESS ACCO MPATE NIED T OF M lED BY , /� P E R I T S E T O.O O.5 WORKINGS DRAWINGS' . . ERTI . ARCHITECTS,INC. 3@1 3/4"X14"LVl - d®1-3/4"X14^LVL AR . P c on - - O C CN CONSTRUCTI si2X3�.'tfi9"CLOEILhYG':rOL4 __._f.'�; NreRloRs wnr+m /. 939 MAIN STREET, D1 PO BOX 343 ,�Y'✓ i YARMOUTHPORT, MA 02675 c BEARING o. tel (508) 362-8883 BEARING ;''.�`"y NEW MASTER m NEE WALL - WEA7HERBEST DECKING. °' NEW MASTER ,� .. fO% SOH 362-4883 �' --&CERTAINTEED "EVE RAILING SYSTEM KNEEINWALL BEDROOM KNEE WALL ;;'�> BEDROOM .. ,:. •'. '111111'tRfAAQR1EGI5.00Y gLIGN'NEW FINISH \ : WATERPROOFED UPPER DECK' gLIGN NEW FINISH . LOOR W9EXISTING SECOND FLOOR �� ;; LOOR W/EXISTING SECOND FLOOR FINISH HEIGHT SECOND FLOOR ;;' ! ::;—.I ALIGN W/EXIST'G 2ND FLR. FINISH HEIGHT _ _ SECOND FLOOR ____ ®AUG N W/EXIST G ••t ` ,,.+.�r;'9 N ...00P.` 01515'✓�: T ... ..,,,,., ALUMINUM SEAMLESS GUTTER ",..� .,.ram` Ir9.. "� R .i R•eb1S- ,'lS' �.' :;�lr ALIGN W/EXIST .: . �.....,.:. —...u,.. 2ND FLR. 2X12 P.T. SOUTHERN PINE 1 12"O.C. APER _ - "' zrlD FLR. ADDITIONS&RENOVATIONS . WW1R2X26 / W12X26 � - 5/8 P FIR CODE WGYPBOARD _ 5�8 FlRECODE WG/YPBOARO FOR:, EXISTING WALLS .. ... EXISTING SOFFIT HEIGHT THE ABEL EXISTING GARAGE COVERED PORCH EXISTING GARAGE COVERED PORCH RESIDENCE 6"X6"SO. POSTS'DN T0.SONOTUSESNEW B"So.POSTS 129 LONGBEACH ROAD ®EXIST'G GARAGE SLAB — 2X70 .TA76' —.2X70-P�r.®.]6�1.C_——— ——————_ EXISTING GARAGE SLAB —_ � � � - _ — __ ——__——_— — EXIST'G GARAGE SLAB�� CENTERVR,LE,MA - - EW DECK IN EXISTING DECK FOOTPRINT - - .. - - - - 0"DIA. SONOTUSES W/BIGFOOT FTG. ED SECTION @ EXISTING GARAGE �o_.SECTION @ NEW MASTER BEDROOM - ... ...... . ._........... ... �DE�NG THESE PLANTIMG OR OCO TO BE USEON RIRONP0�5 u STAUPEDST,N ANO SIGNATU E PWEA A.7 ' 4 'EVERREW'RA NG SYS EY BRING MEMBRANE FLASHw UP t4'UNDER SInNCdES NMRYRp A.7. AD 4 e �rRANE 1w DATE ISSUED: 08.16.05 fLASXgIc :b noomaNALy LAYER or - . '•.� EVOM ADHERED ROOFING M BRANE FaRR.W OVER DPov .. - wEAL1ERREsr DEDNM ENDCE SEAM REVISIONS:. OF: _ .... .'mDL.FLg;:cA .. :. "... ....... ....... . Ally W/..EXISYG 2ND FLR. .... .. OVERHANG '�.. 16 - •., TAPmm AL DRIP EDGE 5-+/_ ,�i-�C� s.O 12 '.. 3., - }.. • . /4'.SNEAIWNG AwuwuM sEAMLE55 GUTTER - .'5/8"COX PLYWOOD SHEATHING . . - 5. ..•�..' 20 V12 P.T.(. 2'D.C. C A.7 .. �, • ARCHITECTURAL ASPHALT SHINGLES 3®1 3/4"(14 LVL - - . .lolsr NNIffR L1 R-30 FIBERGLS. INSULATION - - 'r - X4 Tes eoAlms ..•„•'�Yx, _.x•�; •":2X81T''16"0.�.:EEILING JO Tc.•,�;• ,.,;.. .2 .. NEW DORMERS-BEYOND s� _ A:7 .. - AUGN THESE SOFFIT HEIGHTSW/ EXISTING FRONT DORMEREN ' wcs cai 2X4®16"O.C. - PERMIT SET '10.01.05 NEw B-Twuam so.PosTs 1 2"GYP.BOARD - - _ - PROGRESS SET: 08.16.05 . PRICING SET - - .. 7 ,o ET_:I' PROGRESS SET - -- - V&PLY OODRSHEATHING' I n M .BATH, ALL- _GLOB - R-13 FIBERGLES. INSULATION ""-"'"" LIGN NEW ISH - - - ..B-XB-sG Posrs oN To.soxoluBFs' " �FIDOR FIN STINH S OND FLOOR TYVEK HOUSEWRAP AUGN W/EXISTG 2ND FLR. S _ ALIGN W/EXISTG 2ND FLR. -' - EXISTING nNST fL22E _——— —_—— _ -—— —-———_,_ _ _ —.— S- ,.s:- se„5:•hrcr ._'.. IY . .:NEW DEaI Ix Ewrnxc oea rooTPRlxr - AP F R CO E WBOARD .. - R 30 FIBERGLS. INSULATION WwW'7RR/2 . i -B T GIRT M POST - -5/B' E . .: :.,... �5/8"FIRE 'EXISTING - METAL .. ,EXISTING WALL .FRAMING HANGER DETAIL EXISTING. STORAGE COVERED .PORCH THIS SHEET riECIsrnAT1oN 'FLOORING? . L/p'p,�EXISTING GARAGE SLAB __ ——_ — _ _______ _ _ __ _ _ _EXISTING GARAGE SLAB SCALE: 1/4'-V-0' 10'DIA SONOTUBES w/BIGFODT FTG `✓ — ———— —— — —— —— — - — — — — '�-1♦ e 0 1 2 4 B - - a - SHEET NO: A.6 SECTIONS DETAIL @NEW UPPER DECK SECTION @NEW 'MASTER BATH TOTAL NUIN SET. MBER of SHEETS SCALE: 3/4" =1'-0" .. _ THIS SHEET INVALID . ' UNLESS.ACCOMPANIED BY A.COMPLETE SET OF PERMIT SET 10 01 05 -UN WORKING DRAWINGS ` ; ERT SLIDING DOOR . ... .:.3/4,PLYWD. SUBFLOOR ARCHITECTS,INC _ CARRY MEMBRANE 70 Aacxrteeruae E corvsmurnoa - BOTTOM OF DOOR, 18-UP, : WOOD FINISH FLOOR ASPHALT RIDGE CAP 1rc1ea1oas .'Pu G WHERE NO DOOR. WEATHERBEST DECKING' - R-30 FGL ROLL VENT : 939 MAIN PO BO T 343, D INSULATION .. - - SLEEPERS RIDGE BOARD YARMOUTI'IPORL Uk 02675 EPDM ADHERED _. MATRUAR>L SIZES - tel (508) 362-8883 - ' _ .ROOFING MEMBRANE - A ROOF SHINGLES _ fox 362-4Y883 . 3/4"PLYWOOD ASPHALT R GLE X �`_; CD%.PLYWOOD .. 'S/8. .._ :. ADDITIONS&RENOVATIONS - .. .202X12 P.T.(SPFg2 MIN) FOR::. ®12'O.C.PITCHED '\ 1/8.PER.FOOT. a _ 2x10 RAFTERS-- THEEL THE AB - . _ 1/2"G.W.B. RESIDENCE METAL FRAMING HANG129 LONGBEACH ROAD CENTERVILLE,MA UPPER. DECK SILL OVER; GARAGE RIDGE VENT DETAIL SC 1-1/2" 1--0' " O ''SCALE 1-1/2'.=V-0" - - - WEATHERBEST DECKING& ' .... - - CERTAINTEED"EVERNEW'".RAILING SYSTEM -., - CARRY ROOFING '-MEMBRANE 12" - - POST ADDITIONAL LAYER OF _ MEMBRANE OVER DRIP - - - EDGE SEAM - rSIDING(SEE ELVS.) - - i ... HO _ SECOND FLOOR -. _ - OVERHANG CDX PLYWOOD " -�-� 'TYVEK" USEWRAP ' 'AL GRIP EDGE _ .2X4 CUT TAPERED - 1/2 PLYW _ n¢se Puxs ARE xor ro e[usEo O .. P RRMInN�R C STRU"ON . :SS ®16' .C. FRMTN AN.-AI ARp11mE EO PuSTAMP AND 9GNATURALUMINUM SEA GUTTER .. - FIBERGLASS L 2®2%12 P.T. fSPF//2)- -R 19 FIBE G INSU 1, - IL PO BARRIER .. ®12"O.C. PITC ED. :. ...;. ®1/8-PER FT. -6 M POLY VAPOR ARRI DATE ISSUED: OBJ 6.05 1/2"GYP.BOARD - . TX4 T&G BOARDS - REVISIONS: NEW 8" TRIMMED SO.POSTS .. _ •.. _ _ .. ENCASED .. . 6%6 COL .. :r .. UPPER DECK @ GUTTER TYPICAL EXTERIOR,.:WALL PERMIT SET 08,1 o5 L DETAIL - � PROGRESS SET:'OSJ 6.05.-. - _ - .. PRICING SET . 'O SCAtE'1z1/Y=1•ao' O' WALE 1-1/2--.1'-0". PROGRESS.SET ,. -ASPHALT SHINGLES ,1 .. - RAFTER VENT ROOF RAFTERS i 5/8" PLYWOOD SHEATH G _ -6 IL POLY VAPORBARRIER REGISTRATION VENT BAFFLE M DRIP �i SCALE. 1SCALE. 1/ram_ ALUMINUM ALUMINUM GUTTER `. 1X8 FASCIA - -D 1 2. ♦' '6 VINYL' SOFFIT VENT - SHEET'NO. A1X8 SOFFIT— .-7 . : DETAILS TYP..WALL NOTES TOTAL NUMBER OF SHEETS IN SET. TYPLCAL EAVE DETAIL p. =Au:1-1/Y-V-o• THIS SHEET INVALID. - - - .. A COMPLEOTE SET OFPERMIT SET 10 UN BY . 01 . 05 - .. WORKING.DRAWINGS ERT ARCHITECTS,INC. ARCITITECTURE coN-RULTION .. 939 MAIN STREET, D1 PO 4 BOX O 3 3 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fax (508) 362-4883 ADDITIONS&RENOVATIONS r FOR: THE ABEL RESIDENCE 6%6 POSTS HEADER B ELOW - 129 LONG \'• \\\ \ \. \\ \\ BEACH ROAD \\ X `::\\�\\\\\�,\\\\\\ \ ,\'\\\\ CENT•ERVLLLE,MA \ \ \ \ 2 Xt F T. 5 ER JNE#1 01 '0.4 PE ` �s U E 1 3/4 'L AS BAD JOIST 20 3/'X9 1/2 LVL \. \\ .... \ \ �\ \, \ -\- - THESE PLANS ARE NOT To SE usm' ER DE KS TTA H. \ +..\ .\•..\ \_ ` `\\'\ \\ `•\ \" •\ FOR c OR CONSTRUCT' \ `,'\� "... \\ \ \ •\\\ \\ \ PUR SS S MPED&9-ED STAMP AND 9CNATDRE MTH AN MCINAL ARaiTECTs. �\ \ z7 \ \\ \ DATE ISSUED: 08.16.05 t`= \\\ \\\��:\ REVISIONS:' \ \ . 9 T 2 NGlt EER D F OOF JOI TS 4X4X5/16 IS COLUMNS. - ®76 0"C \ 4X4X50/E 6`S5,COCUMN\ - �'\ \\`` .,`\\ •.\ \ - . .PROVIDE 6X6X5 8 CAP PLATE& .. \ "'.b•%6X5`8 BASE P,BLATE?TOLBE(tR \ 6%6X51/I BA PLATE TO BEAR // - DIRECILY ON CONCRETE WALLS. DIRECYLY ON CONCRETE WALL5.. - .. WELD ALL CONNECTIONS.'. 2X - ALLICONNECTIONS\ EW RO PEE E M U JDEF PERMIT SET_ -10.01.05 - " PROGRESS SET: 08.16.05 PRICING SET. PROGRESS SET -N REGISTRATION .. .ALIGN NEW FINISH FLOOR - W/EXISTING SECOND FLOOR'FlNISH HEIGHT. - - _ - .. •. :SCALE: t/4=1' 0' 0 1 2 4 0 SHEET NO.. S1 FRAMING PLANS ARE CONCEPTUAL`1T iS THE RESPONSIBILITY OF.THE CONTRACTOR ', _ - .. TO ENSURE.THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL 2ND" FLOOR FRAM'G LOADS AND IS IN COMPLIANCE WITH THE Mg55ACHUSET75 STATE BUILDING CODE . - - OUD 4X4S UNLESS OITNERWISE.NOTED.BE SET:. S q TOTAL NUMBER OFSHEET . - - ALL POSTS IN INTERIOR WALLS SHALL BE .. .. .. - SOLID 4X4 UNLESS-OTHERWISE NOTED. . . - ALL E%TERIOR &MNDOW.HEADERS SHALL - BE 202XIO W/t/z'COX FUTCH PLATES UNLESS THIS SHEET INVALID - - - OTHERWSE NOTED - ' SET 1 UNLESS ACCOMPANIED BY _ .. _ PERMIT. - -� .J E I 1 O. O 1 . O 5' WORKINGS DRAWINGSF. ERT11 ARCKITECTS,INC. , CON$1RDL„DN INTERIORS PWNNIHG. 939 MAIN STREET, D1 PO BOX 343 : YARMOUTHPORT,•MA 02675 ' tel'(508) 362—8883 fox (608) 362-4883 ADDITIONS&RENOVATIONS FOR: ---- --- - - — - THE ABEL`. '\\ , \\\ s RESIDENCE - - ---- - ---- - --- \\ \ \- \ = \ - \ t-- - - w-- -- - 129 LONGBEACH ROAD \. \ \ \ CENTERVILLE,MA \; \ \ \` x \ \� �, \ �\ \ \ \ XNN, \ \\ \ \ j \\\ \ \�� , \ .\ \ , , \\ \ ` \ \' \\ \ \ , . - v 201 7/4X9 1/2 LVL'HEADER \.. NN US X, , O.0 \ \\. \.,\`\ \..\ �` .. THESE:PLANS ARE NOT To BE ED .. CONSTRUCTION PU OSES MESS FOR PERINTTING�ST_Pw.SIGNED 1 ... .`\ •.'`• \.\ STAµAIi GINNAL ARGRTECT \\ SIGN TURE V/ \\ \\ \ �. .\ .� \ .. .. DATE ISSUED- 08.1 6.05 \, \ `�\ \\ _ REVISIONS:: .. �\ \\ \� \� , NN .. \ . a . \ \ \` PERMIT SET 10.01.05 \ �\\ PROGRESS SET: 08.16.05\ \ Lill PRICING SET \ \ ` PROGRESS SET , I \ \ \. I I- \ \ \\ -_\ ------------------ REGISTRATION •, - - DOGHOUSE DORMERS LAY-ON SHED ROOF - - SHEET NO.. S.2 ... '; FIRMING PLANS�ARE CONCEPTUAL 1T IS THE RESPONSIBILITY-OF THE CONTRACTORROOF I--'p/� PLAN . _ TO ENSURE THAT FINAL-STRUCTURAL DESIGN AND CONSTRUCTION ADDRESSES ALL. .' ROOF 1-R.AM�G .f LAN - LOADS AND IS IN-COMPUANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ALL POSTS IN EXTERIOR WALLS SHALL BE TOTAL NUMBER OF SHEETS a. SOLID X4 UNLESS OTHERWISE NOTED IN SET' , . - - ALL POSTS IN INTERIOR WALLS SHALL BE . - - WI ... SE NOTED. , X FLITCH PLATES UNLESS - SOLID 4X4 UNLESS OTHER ALL EXTERIOR DOOR A WINDOW HEADERS SHALL I oiHERwx6E No�T62-LD THIS SHEET INVALID .. .. .. . LESS COMPLETE SET OF No All EO BY PERMIT SET 100105 UNLESS ... WORKING DRAWINGS