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0379 LAKESIDE DRIVE WEST
.579 _ ar o r r r , } � o ` J c e4 • t � � ... rT n u y . i d' G u , n " o. 15[67 $i,�,�:�er c l j' 4 0�,�d rM� �' 0. V0.t'�GwWG-e *. � �.� "S Or• �tl �i ar' l..r�J�l.. J��GS C�,.,p.�� .' 15 ne r" OKt• d a - a , T f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map s`Parcel o Application# 66 Health Division Conservation Division /� C v, &A DA -0-10V(11 Permitt##� 7 r Tax Collector Date Issu d Treasurer Application Fee L� Planning Dept. ` Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 372 LA K-T Village LLB Owner N�oD o�e -1- 3i+ti-� GfZ�v v�L Address SA r-i C Telephone 7 2 o Permit Request ) 3 ' �� S uN Ro 0l-i k 1 r c-N Fn4 H r T't o ' _ 6?/ c) 7 AND �z or�X -0 B� Ez�/.-�rEt� 0A.1 SoNoTutcC5 reeL Po T-S r-► 0pe— K 13-A-7-a5 tell, Square feet: 1 st floor:existing k 0 9 proposed 2nd floor:existing /ro o proposed a 3:' Total new oZ 3Z Zoning District Flood Plain Groundwater Overlay Project Valuation k L Construction Type W'v,, Fn A -ie Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family P/ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes LdNo Basement Type: ❑Full ❑Crawl la Walkout ❑Other Basement Finished Area(sq.ft.) 1, o G o Basement Unfinished Area(sq.ft) N-o 0 Number of Baths: Full:existing 3 new -0- Half:existing - o- new -0- Number of Bedrooms: existing 3 new -o- Total Room Count(not including baths):existing S new-o- X-r- N First Floor Room Count u YcY Y-Q P � �a aD Fc X rEni) Heat Type and Fuel: 18'Gas ❑Oil ❑ Electric ❑Other Central Air: E Yes ❑No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes ❑No l Detached garage:❑existing ❑new size NL^ Pool:❑existing ❑new size Barn:❑exist:!g ❑n size_ Attached garage:0existing ❑new size 12 X RO Shed:❑existing ❑new size Other: Ln La Zoning_Board of Appeals Authorization_ ❑ Appeal# N/A Recorded❑ Commercial ❑Yes dNo If yes, site plan review# Current Use S F D Proposed Use S F b c-n 0 1 BUILDER INFORMATION Name 7—rz,4 cy P A TT-, P(ZA T Can�S�': Telephone Number /����3 3 3 Address P, 0. hd o x 7 ,71 License# Z?A sz S T o N 5 Mi t LS m,,i Home Improvement Contractor# l G 1 Q a e Worker's Compensation# �e OZ?02l ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ReSa,) fzc e TZseo SIGNATURE DATE o 7 FOR OFFICIAL USE ONLY Cr' PERMV NO. DATE ISSUED t. MAP/PARCEL NO. ' f. ADDRESS - VILLAGE t{ OWNER y DATE OF INSPECTION: t FOUNDATION s FRAME INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING O�0 q - DATE CLOSED OUT ASSOCIATION PLAN NO. 4� r IIHE, Town of Barnstable P ~°� Regulatory Services BARNSTABLE. Thomas F.Geiler,Director MASS. q'`rf639- Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 5.08-790-6230 PLAN REVIEW Owner: C raw e_I Map/Parcel: -3 Z 6 y R Project Address `]/ 1 sLkesl- A- Builder: Pi-�� COMsjF-U Cam/°t) The following items were noted on reviewing: N e4 a Ke bea. ael e-su Keu-J r - Reviewed by: �e� r�essu�e Date: Q:Forms:Plnrvw I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): Address: City/State/Zip: a �llt/} AUwltif Phone#: ���1 K� �1 V 3 Are y an employer?Check the appropriate box: Type of project(required):. 1. I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑D molition workingfor me in an capacity. employees and have workers' Y P tY• 9. Building addition [No workers' comp.insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised,their ❑Plumbing eir 11. 3.❑ I am a homeowner doing all work h i g repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 'contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 3 79 UZ1✓e 1.✓Bs7' City/State/Zip> NrCJeVitt e,l-j4 9,ZC�2 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.25A 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 civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the-DIA for insurance coverage verification. I do hereby c rtify and the pains and p nalties of perju that the information provided above is tr a and correct Si ature: Date: Phone#: 1-0 ' r! 3 — Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# ' Issuing Authority(circle one): 1.Board of Health 2.Building Department .3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment.be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number:. The Commonwealth of Massachusetts - Department of Industrial accidents Office of Investigations 600 Washington Street Boston, ILIA 02111 Tel. #617-727-4900 ext 406 or 1-$77-NiASSAFE Fax 4 617-727-7749 Revised 11-22-06 www.mass.gov/dia Fm:Dawn M.Pare To:Tracy(15084209733) 16:31 06104107GMT-5:00 Pg 03-04 Client#:91855 PRATTCONSTRUCT ACORD- CERTIFICATE OF LIABILITY INSURANCE pg1p4107°'""""' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Feitelberg Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 222 Milliken Blvd HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO Box 3220 Fall River,MA 02722-3220 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Nautilus Insurance Company Pratt Construction Co.,Inc. INSURER B: Savers Property&Casualty PO Box 731 INSURERC: Commerce Insurance Company Marstons Mills,MA 02648 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. LTR NSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE / Y DATE MMID A GENERAL LIABILITY NC533805 04/13/07 04/13/08 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAI•IA SE TO RENTED $100 000 CLAIMS MADE F OCCUR - _ _ MED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $1,000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $1 000 000 POLICY x PRO !OC ECT C AUTOMOBILE LIABILITY OGMMHPL259 07/25/06 07/25/07 COMBINED SINGLE LIMIT ANY AUTO Me accident) $1,000,000 ALL OWNED AUTOS - BODILY INJURY $ X SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WC0002029 05/21/07 05/21/08 x WC STATII O R EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $SOO,000 ANY PROPRIETORIPARTNER.IEXECUTIVE — ---- OFFICER.MIEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $500,000 Des describe under IAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL __31L DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #S1178051M91496 DP3 O ACORD CORPORATION 1988 • � I °FT+E, Town of Barnstable Regulatory Services � a " BMtNS1ABL& 'MASS. Thomas F.Geller, .Director 9 MP'� Bull incr DIVISI®n 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. Type of Work: &�p o4!:�Z Estimated Cost S 0,0 Q Address of Work: S Li ke_<l ` es 15Z Wr,,e Owner's Name: 'Tye'o qg L Date of Application: 5---7Ej'n1 4::� 7 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ❑Job Under$1,000 ElBuilding not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby a ly for a permit as the agent of th er: Zrien D e I Contr for Nafme Registration No. OR Date Owner's Name , Q:fomvs:homeaffidav 06/401/2007 06: 38 50846'83733 P 'ATT COI;STRUCTIOH D PAGE 02 Permit# Permit Date RESchi eck Software Ve si on 3.7.3 uompliance C uI Project Title: Grauel Residence � r Report Date:06101107 Data filename: Untitled.rck w Energy Code: Massachusetts Energy Code � Location: Centerville(02rnstabie), M assachu efts Construction Type: 9 or 2 Family, Detached Heating Type: Other(Non-ElectAc Resistance) Glazing Area Percentage: 2.°5% Heating Degree Days: 6137 Construction Site; Owner/Agent: Designer/Contractor. 379 Lakeside Drive West Tracy Pratt Louisa Grauel Centerville,MA 02632 Pratt Construction Cc ,Inc, 190 Greet Marsh Rd. Sox 731 C anterviile,MA 02632 ` Marstons Mills,MA 0: 348 f 508-737-1147 508.420.9333 pracon@cape.com �Y Y Y Ceiling 1:Cathedral Calling(no attic); 24.2 38.0 2.0 g Skylight 1;Wood Frame:Double Pane with i-ow�E: 8 0.530 4 Wall 1:Wood Frame,16"o.c.; �'192 20:0 2.0 8 Window 1:Wood Frame:Gouble Pane with Low-E; 22 0,310 7 Door 1;Glass; 20 0,320 •6 Wall 2:Wood Frame, 16"o.c.: 4 1a4 20,0 2.0 g Window 2:Wood Frame:Double Pane with Low-E: '23 0,310 7 Wall$:Wood Frame,16"o.c.: 1$2 20.0 210 4 Window 3:Wood Frame:Double Pane with Low•E: 23 0.310 7 Door 2;Glass: 39 0,320 12 Floor 1:All-Wood JolstrTruss:Over Ow,t3ide Air: 242 45.0 14.0 1" 4 Boller 1-Other(Except Gas-Fired Stearn;92 AFUE Air Conditioner 1;Electric Central Air:13 SEER Compliance Statement:The proposed building design describod here ie ,onsisterit with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin has been designed to meet the Massachusetts Energy Code requirements in RESchack Version 3,7.3 and to C."ply with the r sndatory raqulrarrisnts listed in the RESchack Inspection Checklist.The heating load for this building,and the cooling load if appr priate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC."equipment selected to Teat or cool the building shall be no greater than 125%of the design IOdd as specified In Sections 780GMR 1310 and J4.4. Builder/t7®signer Company Name — J� Date c Grauef Residence Page 1 of 4, r F95i'i�1 'G_!0', 0(8: 38 50'34'2097:33 P 'ATT CONSI"RLi�:�TTOH D PAGE. 03 AW Inspection list Dale:06l0 i/07 Collings: Q Ceiling 1:Cathedral Ceiling(no attic,),R-36,0 cavity+R-2.0 contint, urs insulation Comments: ___ Above-Grade Walls; Wail 1:Wood Kra_me,16"o,c„t w-20.0 cavity+R,-2A contlnuous ins lotion Comments: 0 Wall 1,Wood Frame,16"aa,R-20;0 cavity+R-2.0 continuous!ns lation Comments; ----__ -----�-- - ---__ - --- _. ��j Wall 3:Wood Frame, 16"o.c„R-20.0 cavity+R-2,0 contlnuous iris:lotion Comments:. Windows: Window 1:Wood Frarne;Dcuble Pane with Low-E,U-factor:0.310 For windows without labeled U-factor.",describe features: #Panes—Frame Type `�_Thermal Break' ,. _Yes No Comments: — j Window 2;Wood Framw0ouble Pane with Low-E.U-factor:0,310 For windows without labeled U-factor;,describe features: #Panes--i'rame Type . Tharmal Break?__. Yes ..No Comments: - u Window 3:Wood Frame:Double Pane with Law-E,U-factor,0.310' 'For windows without labeled U.factors,describe features; #Panes---Frame Type_. Thermal Break"? _. _Yes No Comments: 5kyllghts: 0 Skylight 1:Wood Frantq:Dovble Pane with Low-E,U-factor:0,530 a #Panes Frame Typo- _.Thermal Break?-- „Yes—._ No ' Comments: Doors: 0 Door 1;Glass, U-factor;0.320 Comments:--______, _- C) Door 2:Glass.U-factor:0,320 Comments: Floors: Q Floor 1;,Ali-Wood Joist/Truas:0ver Outside Air, R45.0 cavity+R-14 )continuous insulation Comments: H ating and Coaling Equipment-: J Boiler 1;Other(Except GasaFirad Steam);92 AFUE'or higher Make and Model Number: ® ,Air Conditioner 5!Electric Central Air, 13 SEEwR or highar GraualFteSide� nG.»�,.a. ..�,..,....--�....Y.-,..-._...,..,_-,.._,._..,..-..-..,.,,-,....,. ...,,..,,,,,,,. »,..„�.m�-........•«._.,.�. , Page 20 4 06/01t'2007 88: 38 5084209733 P IATT D PAGE 04 y r Make and Model Number; Air Leakage: Q Joints,penetrations,and all other such openings in the building ent ?lope that are sources of air leakage must be sealed. 0 When installed in the building envelope,recessed lighting fixtures s ai!l meet one of the following requirements: 1. Type 1C feted,manufactured with no penetrations bettvhgn the �Oide of the recessed fixture and calling cavity and seated or gasketed to prevent air leakage into the unconditioned apace, 2. Type IC rated,In accordance with Standard ASTM E 283,with r 7 more than 2.0 ofm(0,W Us)air movement frorn the the conditioned space to the ceiling cavity.The llghting fixture shall ave been tested at 75 PA or 1.57 IbsP,2 pressure difference and shall be labeled,. Vapor Retarder, ® Requimd on the warm-in-winter side of all non-vented framed cellin r,wails,and floors- , Materials Identlfcation: ;Materials and equipment must be identified so that compliance can >e determined. © Manufacturer manuals for all installed heating and cooling equipme t and service water heating equipment must bra provided. * Insulation R•vatues,glazing U-factors,and heating equipment efficl My must be clearly marked on the building plans or specifications. Curt insulation: r� Ducts shall be Insulated per Table J4.4.7.1, Duct Construction. All accessible joints,seams,and connections of supply and return t Ict'nrork located outside conditioned space,Including stud bays or Joist cavities/speces used to Iran sport:fir,shall be sealed u: ng.mastfc and fibrous backing tape installed a0cording to the manufacturer's lnstai!ation instructions.Mesh tape rnay be orniti d where gaps are legs than 118 inch,Duct tape is not permitted, iD The HvAC system must provide a rneans for balancing air and watE systems. 'temperature Controls: Thermostats are required for each separate HvAC system.A mane I or automatic moans to partially restrict or Shut Y1 the heating and/or Gaoling input to each zone or floor shall be provlded. Heating And Cooling Equipment Sizing: ® Rated output capacity of the heatlnj pooling systern is not greater tt in 12.5`ia of the dosign load as specified in Se:.ct'ions 780CMR 1310 and J4A, Circulating Hot Water Systems: lU Insulate circulating hot water pipes to the levels in Table 1, swimming pools: All heated swimming pools must have an on/off treater,witch and r4; lui e a cover unless over 20%of the hooting enemy i�l from non-depletakle sources,pool pumps require a time c[Qck. Heating and Cooling Piping Insulatioew: Q HVAC piping conveying fluids above 120 degrees F or chilled fluids•. Blow 55 degrees F must be Insulated to the ravels in Table 2. Groue!Resldonce Page 3 of 4 A/2007 07: 07 50842097.33 F 'ATT GDASTRUCTION D PAGE 04 Table 1:Minrrttum Insulation Thickness for Circulating i of Water Pipes insulation Thickness In Inches ay Pi a Sites non-Circulating Runouts Circulating lains and Runouts Heated Water Up to 1" Up to 1.2w 1.5"M2.0° Over 2" Temperature{F) 170170 160 6.5 1.0 1.5 .0 140-160 0.5 0.5 1.0 1.5 1006130 0.5 0,5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insuir on Thickness in Inches by Pipe Sites Fluid Tamp. 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Piping System Types Range("F)� _ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 1.5 Low Temperature 120-200•. 0.5 1.0 1.0 1.5 Stearn,Condengote(for feed water) Any 1.0 1.0 1.5 2.0 Coaling Systems Chilled Water,Refrigerant and 40-55 05 0.5 0.75 1.0 Brine 9elow,•'10 1.0 i'A 1,5 1.5 NOTES TO FIELD:(Building Department Use Only) Grauel Residence Page 4 of 4 Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement=_aCantractor Registration yS xT, Registration: 101587 Type: DBA Expiration: 6/26/2008 PRATT CONSTRUCTION CO. Tracy Pratt € rtp r PO Box 731 � I ' Marstons Mills, MA 02635 } Update Address and return card.Mark reason for change. PS-CA1 0 5OM-04/05-PC8698 Ej Address Renewal n Employment n Lost Card ✓fie �anUnaanu�ec�Cf o���zaaacfucae�la lugBoard of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Regis!ration::-_101587 Board of Building Regulations and Standards One Ashburton Place Rm 1301 ,Expiraton 6/26l2008 Boston,Ma.02108 =;}` TYPe DBA Pi PRATT CONSTR1CT10N�C0 Tracy Pratt 153 LOVELLS LN. '`�=`._��>' .,,..` _ E Marstons Mills,MA 02635 Deputv Administrator Not valid without signature Jlie t�anvnaauuP,cr�,/! a�,/�aaac�ivaelta Board of Building Regulations and Standards ` Construction Supervisor License NCS 46230 Lice lslq*.— Binh !'=3�2945 Exaton �Zd9 Tr# 11008 Riestelc ns�E7ET TRACY D PRATT PO BOX 1720 COTUIT,MA 02635 Commissioner •asuaml s14;3o u01;930na.t a03 asnua Si ap03�tulpjmg a;ujS s;;asngausseW ag;;o uopipa;ua.i.rna u ssassod o;A.tnpuA sawo Swum HZ T-9I I Sluo,fauoseyki-V T i aauds.pasolaua 33 000`9£-00 j' " w' � �� fduNr.►A�r�eN � 1 'f �, aa•t � C. AdAOV �1 ot. G. IMMAN � z. GRWM �0 .� .A 12775 a �' v o 7 M J1 i JVe. AN, r sS 4N ,21:S, 4 o zLL so � UH � . * - *' I t EXhSTiN6 E3 O )3 33"t ' iEz s r,N G t STory gore e 9-0 a LIN CIC. ES; P1Zowos � D �� A Pt,t T'l a na ON QO S T'f 5 KIT c� Pt.� o F 42 X 7-)Aj E. 4-p c k a7 �91z o7 Town of Barnstable. Regulatory Services 9s"bum Thomas F.Geller,Director AIEo � Building Division Tom Perry,'Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usm, g ABuilder as Owner of the subject property herebyauthorize FKA 7-r— �Q Ns j fZ►.a�'i9�/ to act on my behalf, in all matters relative to work authorized by this wilding permit application for; . 372 LA K-c-s+pq Dim l,/�s.� e �gTZ✓��C (Address of Job) Signature of Owner _ _ a e Dr. & Mrs. Theodore Grauel Jr. ' 379 Lakeside Drive West Centerville, MA 402632 print Name ' QFOPUMS:O-WNERPERMIS S ION 0.iT- `�\ A B W12x22 STL M FLUSH FRAMED IQ MTL GERI TYP o w EXISTG 2x8 BEAM,SUPPORT @ NEW BM WI MTL HANGER U. LL _ N J LL 9 BC 20s 16' C. HA - � N � X N GERT P L P. 28 GE DOM WALL r 4 x ' ti NOTE- ALL STRUCTURE FOR PI EF MIT PURPOSES ONLY. FINAL REVIEW AND SIS TO BE APPROVED BY w STRUCTURAL ENGINEEI t PRIOR TO CONSTRUCTION.C6 " � J LL N L 0 F m 4 D _. l 4 SK-1 d. Face Mount Hanger; Simpson LUS28-3z or ss (HUSC28-3 concealed OR_) 5.. .Recommend makingthis double out of 2"x 10":.stock a _ 6'.: Face Mount Hanger; Simpson LUS28-2z or ss ' 7- 'AJS20 Top Mount.Hangers; Simpson ITT39.5. Add layer of V1COR® 41 between ledger and hangers for ACQ PT isolation a-;8: Connection here includes 5/8" dia'. galvanized MBs thru concrete 22. Flush Floor Beam; W12xl9 w/ 2/211x ripped to fit side ledgers ' 23. Flush:Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers TTTLE: RESIDENCE FOR: 3 1 File No. dwg Date 6n4/07 , REFERENCE TED & JANE GRAUEL Shed"° PLAN 379 LAKESIDE DR WEST SK- 1 CENTERVILLE; MA 1 iBOCA'✓' NATIONAL BUILDING CODE PLAN RFVIf=W RECORD Plan Rev;e.:: Fee: Date.- JURISDICTION (City, County. Township, etc.) - — - --'--- — ---- _-- BUILDING LOCATION _ (SUee(address)— -_-_-- --- ----- BUILDING DESCRIPTION REVIEWED BY Numerals indicated in parenthesis are applicable code sections of the 1993 BOCA National Budding Code.The organizalion of this Plan Review Record fo;lows the common Building Code format implemented in the 1993 BOCA National Building Code.The plan review accomplished as indicated in this record is limited to those code sections specifically identified herein.This record references commonly applicable code sections. It does not reference all code provisions which may be applicable to specific buildings.This record is designed to be used only by those who are knowledgeable and capable of exercising competent judgement in evaluating construction documents for code compliance. CORREC TION LIST Code No. DESCRIPTION Section Copyrigh t. 1993.Building Officials and Code Administrators International,Inc.Reproductions by any means is prohibited. BOCA`b is the trademark of Building Officials and Code Administrators International, Inc:,and is registered in the U.S. Patent and Trademark Office.NOTE:In order that we might develop other programs and provide additional services of benelit to tho Code Administration profession,please re-order additional copies of this form from: BUILDING OFFICIALS AND CODE 11DMINISTRATORS INTERNATIONAL, INC.•aerr� - 4051 W. Fl_OSSMOOR ROAD COUNTRY CLUB HILLS, ILLINOIS 60478-5795- ti r I I , I I l� II II �I I II II II II II it II LII N CA4 3"=1 -0" { II STL ANGLE BOLTED TO WEBS OF BEAMS V'` 12x26 j W12x22 1 M1 SK-2 G Flush Floor Beam; W12x w/ 2/2"x 12" ripped to fit side ledgers. SECTION S ` Thru-bolt w/ 1/21- dia. bolts stagger spaced 16" o/c w/ top 6 SH-3 bottom w/ bolt pairs at ends. To avoid clutter show here only SCALE 3"-1'-0" . 1. All components to be Hot Dip Galvanized or equal protection 2. All bolts this assembly; 5/81,. dia. A307 HDG w/ washers all faces 22. Flush Floor Beam; W12x19 w/ 2/2"x ripped to fit side ledgers File No. 23. Flush Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers j Date 6/14/07 DETAIL'A' TED & JANE GRAUEL Sheet No 379 LAKESIDE. DR WEST S K- Z CENTERVILLE,. MA • :,' �col .lt)l)lu.UUIi. ADMINISTRATION (Chapter 1 ) Complete construction documents ned/se.�lc-d construction docurnenls - --- (107.5. 107 6. 107.7) - -- — - (107.7, 11-1. 1) BUILDING PLANNING (Chapters 3, 4, 51 6) USE OR OCCUPANCY CLASSIFICATION (302.0-313.0) Single Use Group Specific occupancy areas (302.1.1) Mixed Use Groups Accessory areas (302.1.2) GENERAL BUILDING LIMITATIONS (Chapters 5 & 6) Building height Allowable building height Story, feet Story, feet (502.0) (Table 503, 504.0) AR EA EA MODIFICATIONS TO TABLE 503 % of Allowable tabular area (Table 503) 100% Open % Reduction for height (Table 506.4) — % perimeter (506.2) North East South West % Increase for open perimeter(506.2) + % Open % Increase for automatic pedm. ft. Perimeter fL sprinklers (506.3) + %Open perimeter= Total percentage factor = (Open perim./perim.)x 100% %Tab. area increase = Conversion factor (506.2) 2x(% Open Perim. -25%) (Total percentage factor/100%) Determine whether the building is a single occupancy building or a mixed occupancy building. If a single occupancy or mixed occupancy with nonseparated use groups (313.1.1). fill in Case I worksheet(below). If a mixed occupancy with separated use groups (313.1.2), fill in Case Il worksheet(next page). CASE I —SINGLE USE OR MIXED USE NONSEPARATED USE GROUPS Enter Table 503 with the single use group or most restrictive use group of the mixed use classification and find the mini- mum construction classification providing a tabular area equal to or greater than the adjusted tabular area. Actual floor area _ _ _— ft.z Minimum type of construction required Adjusted tabular area' ft.2 (313.1.1, 503.1) Actual floor area/conversion factor Type of construction assumed for review - I II _-------------L ------------Z I II Li II IL II 1► ' " II . . PLAN II SCALE 3"=V-0" I I it STL ANGLE BOLTED TO WEBS OF BEAMS I I ` W12x22 I W12x22 I/ L ;, SECTION ----- ------ ----------- SK-2 G Flush Floor Beam; W12x w/ 2/2"x 12" ripped to fit side ledgers. ;. Th. bolt w/ 1/2" dia. bolts stagger spaced 16" o/c w/ top & SK-3 bottom w/ bolt pairs at ends. To avoid clutter show here only SCALE 3Its-11'0" 1. All components to be Hot Dip Galvanized or equal protection ' 2. All bolts this assembly; 5/8" dia. A307 HDG w/ washers allfaces 22, Flush Floor Beam; W12xl9 w/ 2/2"x ripped to fit side ledgers 23. Flush Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers File No. dwg Date 6/14/07 DETAILS' TED & JANE GRAUEL� Sheet No 5 w C g S v/`�TZ f 1 379 LAKESIDE DR WEST S K' 3 CENTERVILLE, MA .......... I I(AN EXISTG SHEATHING ' EXISTG SIDING EXISTG WALL FRAMING LAG ANGLE TO EXISTG TOP PLATES 12x22 f Y 11111111777 I , . 31 z x 4 z ANGLE BOLTED THRU TO ANGLE ON COL AND TO BOTTOM FLANGE OF BM 44 ANGLE WELDED TO TOP OF COL 3x4 HSS COL W/ANGLE WELDED TO TOP AND STL ML SECT BASE PL ON BOTTOM, SC 3'=1'-0" ANCHOR TO FND THRU STL BASE PL ` SK-4 1. All components to be Hot Dip Galvanized or equal protection S 2. All bolts this assembly; 5/8" dia. A307 HDG w/ washers all faces SK-5 3. Compression Sleeves; 1" dia. galvanized pipe nipples. Accurately - measure total thickness of siding/sheathing. Hole saw drill r and install 1" dia. pipe nipples cut between 1/8"-1/4" short. , File No. .dwg Lash-up assembly, verify alignments and completely tighten bolts 22. Flush Floor Beam; W12xl9 w/ 2/2"x ripped to fit side ledgers Dace 6/14/07 DETAIL'C' TED & JANE GRAUEL Sheet No SECTION ^RAGE �,�/�LL THRU WALL 379 LAKESIDE DR WEST CENTERVILLE, MA S K-4 ' _:c%+• . - '!'' ".it'^r'nl bu;ldulgs ('11,:i U) Open parimc; SIr'Aclures (406.0) __— — I iP?a:::;:�;�;,_' (416.0) Private garages (407 0) 1 lazardous rnaierials (417.0) Public garages (,108.0) Use Groups H-t, H-2, H-3 and H-4 (418.0) _..._._..__.._. .. .. Use Group 1-2 (409.0) Use Group I-3 (410.0) Swimming pools (421.0) FIRE PROTECTION (Chapters 6, 7, 8, 9) FIRERESISTANT MATERIALS AND CONSTRUCTION (Chapter 7 and Table 602) Note: Entry in❑indicates required rating in hours. NC indicates noncombustible construction. EXTERIOR WALLS (705.0. 715.5) OTHER FIRERESISTANT CONSTRUCTION North East South West ❑ Fire and party walls Fire (707.0 and Table 707.1) separation distance ;'` ❑ Smoke barriers (712.0) Loadbearing ❑ _ ❑ - ❑ _ ❑ _ ❑ Nonloadbeadng partitions ❑ — (Table 602) Non loadbearing❑ — ❑ _ ❑ I ❑ ❑ Interior loadbeadng walls, Exterior opening protectives columns, girders, trusses (705.3, 706.0) (715.0) ❑ Parapet walls (705.6) ❑ Structural wall supports (715.0) FIRE SEPARATION ASSEMBLIES ❑ Floor construction (713.0, 1006.3.1) Exit enclosures (1014. 11, 709.0) __ Roof construction Other shafts (709.0, 710.0) ❑ ❑ Opening protectives (716.0, Mixed use and fire area separations 717.0, 718.0, 719.0) (313. 1.2) ❑ Fires topping/draf1stopping (720.0) Other separation assemblies (Table 602) Thermal and sound-insulating FIRE PARTiTIONS materials (722.0) --� INTERIOR FINISHES Exit access corridors (1011.4) Smoke development (803.3.2) leflant separations (711.U) (� � __—_-- Flame spin,?d (8U3.4) I. . .--; _.. OX-Vellnu) unit separations (711.0) II , I - I � I . i I - - -- - - - - - - - - - --- - - - - - - - - - - - - - - - - ---- - - - - - - - - I IT I I r/ � II I I � W12x22 I LINE OF FINISH MATERIAL _ I r - - - - - - - - - - - - i L L 3 2 x 42 ANGLE BOLTED THRU TO ANGLE ON COL AND TO BOTTOM FLANGE OF BM 44 ANGLE BEYOND 3x4 HSS COL BEYOND IN EXISTG STUD WALL BEAM E T ON 'SK-4 '1. All components to be Hot Dip Galvanized or equal protection SCALE 3"—I'- a & 2. .All bolts this assembly; 5/8" dia. A307 HDG w/ washers all faces SK-5 3. Compression Sleeves; 1" dia. galvanized pipe nipples. Accurately - - measure total thickness of siding/sheathing. Hole saw drill and install 1" dia. pipe nipples cut between 1/8"-1/4" short. Lash-up assembly, verify alignments and completely tighten bolts 22. Flush Floor Beam; W12xl9 w/ 2/2"x-ripped to fit side ledgers File No. AM Dace 6114/07 RTMrt �./^c� DETAIL'C TED & JANE GRAUEL Sheet No SECTION THRU BM ' 379 LAKESIDE DR WEST h ` S K- S CENTERVILLE, MA ` COfllii.i.: odC OF I I ION Ser.tion 4 - W12x26 STL ANGLE BOLTED TO FLANGE OF BEAM AND THRU ` BOLTED TO CONC FDN WALL, PROVIDE STL BACKING PLATE ON INTERIOR OF WALL • � e r SECTION.,, SCALE Y=T-0" ' - SK-6' 1. All components, to be Hot Dip Galvanized or equal protection 2. All bolts this assembly; .5/8" di A307 HDG w/ washers all faces 23_ Flush Floor Beam; Wl2x22 w/ 2/2"xa.ripped to fit side ledgers TrrLE RESIDENCE FOR: File No. ;,w ry Date 6/14/07 DETAIL'U TED & JANE GRAUEL Sheet No ' un b7-N WALL 379 LAKESIDE DR WEST S K- 6 CENTERVILLE, MA `' `.. . ' .ji|� ,,��`/'/' ao'i /vw V`, /mmn',,ocw/s1J`uc|mnctass/6ca|mn pno,"dxg tabular aVc^`- nhV7h,SuU m OW SLIM o/ Ulc U`c achusiod (um|x/ n/,n 0n/dod by the tabular a/co for ,xch osc group hcmg a /:xxmx/oo o/ 1.00. Ac|ua/ U Zuu/ an�a Use � -_-_�----_- �- Use ALz ' /' uuueo tabular area = + = --- Tabular area A ---- ---- ---- � |o�{ed tabular Use � Z � ' ------ -----�---- ' k4immum �pecfconu(nuction /equ/rcd Use ML" /213i/.2. 503 // �---------' -Actual floor anea/cooversion factor Type of construction assumed for review � (602.2, 602.3) . UNLIMITED AREA ONE-STORY BUILDINGS Use group classification (507.8 High-hazard use groups (5D7,/.2)^ Nu�h East South VVes Building height (story, feet) /50��1U t Fire separation Type of construction (5078 diutonca(507.2) Exterior wall rating Automatic sprinkler system /507.8 /50�Y 904 /8 ----' ` ' � ^ C>peningpnotacdves School buildings (507././) (507.2.1) . MEZZANINES Area limitabom (505.2) Ooenness ( 0-4) Bzreas (505.3) ' - SPECIAL USE AND OCCUPANCY (ChBpter'4) COVERED MALL BUILDINGS AJtemaUve modifications /4O331 Tenant separations (402.4) Automatic fire ��� ' � --------- ' Eo�� �� �----------- -� . - ' Voice/a/annsignaUng (4035) k�aUv/�Uh /�O� 6)---------- ` --- Fire department oommunkcabon /4O36U � Structural elements (402.7) �� command o�b� �D�B-_-___--_- . - ' Roof coverings /402.81 Elevators .4'-6U A-1. A-2 occupancy (4029) Standby nvo�nca�/4O2 Q1-_-_-__--_ ^ ^ ` - ' Automatic sprinkler ayntem.(4O2.10 Stairway doors (40310 Standpipes (402 //} ATRIUMS , Smoke control (402./2) Automatic ophnNersystem (404.2) � Fire department access (402.13) -__-_ Occupnncy (404.3) Kiosk requirements (402./5) Smoke control (404.4) � po/Nng s(mch/ps (402 /6) Enclosure (404.5) M|GH'N3E BUILDINGS Fire protective signaling (40w 0) -_-_ --_ /\okx`n(ic �pookhr sys|,n` /4072/ . ' ` - - a�-�y. i. 2+' `t i ;'PM MARK E. C)l r+�; I PN.J. 9685 P, 2,-'4 -. "e - . A TT&C�4 tJi.1 ' - 4 1 . - 1 SKN 1 f , _. r ��T1 CUrf`l nit .c, : 'r! � tot; all LON (o s A - t • TqTq CUB E fo _..� PIC 0-4 M'i6 kir or 7 • r , IV .._ .r , W f• e.. r" ui Nel _, �` N �J flA -F-Q--kAAC 2 N +r► . CD IT-fLooyL ReMA-1 (OpTf U I4 2x t$r� ��y Lai K�9&e-rl 130"Ttv b qnv o LT _� S-1-1V. t. s L �. �E�� [�VZoN ' �i►TJZO C� + Co��� ,_� � � .. � S I PHILBROOC ENGINEERING & 107 BEACH STREET DENNIS, MA 026CONSTRUCTION 1-508-385-8682 38 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS 29 August 2007 Town of Barnstable Attn: Mr. Jeff Lauzon Building Inspector Town Hall Barnstable, Massachusetts 02601 Reference: GRAVEL ADDITION; Top Mount AJS-20 Floor Joists. 379 Lakeside Drive West, Centerville, MA Dear Sir: At the request of Mr. Pat Coffey, Pratt Construction, I checked the support conditions for the AJS-20 at the above location. You had expressed concerns about the deviation from the design plans, specifically changing the floor joist support condition from face mounted (design) to top mounted. (constructed) . I spoke w/ you and inspected the site on 15 August 2007 . In addition I consulted the All-Joist Specifier Guider. Based upon this work I find the sub- stitution acceptable and capable of carrying the required design floor loads. Simpson ITS2 .56/9.5-ITT39..5 top flange hangers were installed onto a 211x top wood nailer. Using the AJS. joist product. web backer blocks are required As load transfers exceed 250 lbs. These were installed and the optional hanger nailing was provided. The allowable spacing was left along the bottom flange as noted. Respectfully submitted, OFF T. VARNUM PHILBROOK, P.E. � T. VA.RNUM ti o PHiLF K M, H N;C:4L v N o. 30690 , 1/✓►--L L F ✓ 9 _ 33 ENGIN RING'O tiSxIGN C;ot4s,TRuCtltJTJ 3 :,SPEC 'I Nlu:, RENOVATIONS 29 August .20.07 Town of Barnstable Attn: Mr. Jeff Lauzon Building Inspector Town Tall Barnstable, Massachusetts 02601 Reference: GRAVEL ADDITI0N, Trip Mount A7S_20 Floor Joists' 379 Lakeside Drive::West, Centervi.11e, MA Dear. Sir: At the request- of Mr. Pat Coffey, Pratt Construction, I checked the support conditions fIor the . J --20 a the Above location. You had expressed concerns ablaut the deviation from the design pans, specifically changing the <floor joist support condit on from face mounted (design) to top mounted (don structed) I spoke w/ your and inspected the site on 15 August 200 . In addition I consulted the All -Joist Specifier Guider. Bsed:upor this *work I' find the sub- stitution acceptable :and capable of, carrying the required' design floor loads. Simpson.. ITS2.56/'9.54 TT39:a top flarsge hangers were installed onto a 2"x top wood nailer.. Using the AJ.S,. :j.oist. product web backer blocks are required,' as, load transfers exceed :50 lbs. These were installed and the option al hanger nailing.. was:::provided.:. The allowable spicing was` left' along the bottox :flange as: noted'. Respectfully 'susmaGtted.: _. X T UARtfE FFIL3R{7( I{,. P. 0, T d 0 *-,,,,,,,,,,, HILBROOK ENGINEERING 107 BEACH STREET Project: GRAVEL Sunroom/Deck - DENNIS, MA 02638 ,Project No: P07-35 1-508-385-8682 S Date: 17 June 2007 PRELIM DESIGN SIZING AND NOTES . Sheet Note Description No. No. NOTE _> Generally for steel outside and exposed clips, W12x26, etc. I specify that they be hot dip galvanized. The option is a couple of coats of ZRC® GalvaLumTm paint (following mfg. preparations and procedures) . A-2 17. Support Columns; Use 1/411x 3.5" square steel tube (HSS) columns from- Fnd beam to footings. Provide top 3/811x 511x 5" and bottom 5/811x 6"x 9" & bearing plates. Weld all connections and extended top plates w/ A-3 w/ 3/4" dia. bolts acceptable. Galvanize-or provide coating of Elevs galvalum industrial paint all components. Touch-up after assembly 18. BF30 w/ 12" dia. sono-tube (provide area for base plate) . Install 4 ea #4 vertical shear dowels full length w/ top #3 square tie 19. Similar installation however,. cut off flush the back of the larger bell bottom) radius. Install tight to wall, preferably onto any existing spread footing A-4A 9. Rafter Connection; 4 ea 16d nails and Simpson LSTA12 strap tie @ Roof ridge and 3 ea 16d toe-nails and Simpson H2.5 clip at heel 10. Valley Rafters; 211x 12" KD SPF 11. Side Bearing Ridge; 1.75"x 11.875" BC - Versa-Lam® 2.OE 12. Face Mount Hanger; Simpson HUS1.81/10 13. Main Bearing Ridge; 1.7511x 11.875" BC - Versa-Lam® 2.OE 14. Bearing Column; 2/211x 4" KD SPF built-up w/ 1/2" CDX or 411x 4" solid post. Fasten to ridge w/ pair of Simpson H2.5 clips. Run to plate and strap to steel beam packing w/ Simpson LSTA24 j 15. Plywood Shear Wall 1/2" CDX w/ ALL boundaries solid blocked. . Nail ALL perimeters w/ 8d ring-shank 4" o/c. Plywood sheathing to lap steel beam packing _. 16. This wall make both top plates continuous members -: no intermediate butt joints 20. Header Beam; 2 ea 1.75"x 9.51" BC - Versa-Lam® 2.OE. Fasten w/ 2 . rows of Truss-Lok screws off-set 1" top & bottom 21. Provide double 2"x .411/6" jack studs for header support A-4A ? Is this dropped, framing,does not show it this way, Cuts V Verify scale 9. Rafter Connection; 4 ea 16d nails and Simpson LSTA12 strap tie @ ridge and 3 ea 16d toe-nails and Simpson H2.5 clip at heel SR-1 4. Face Mount Hanger; Simpson LUS28-3z or ss (HUSC28-3 concealed OK) 5. Recommend making this double out of 211x 10" stock 6. Face Mount Hanger; Simpson LUS28-2z or ss 7. AJS20 Top Mount Hangers; Simpson ITT39.5. Add layer of VICOR® between ledger and hangers for ACQ PT isolation - 8. Connection here includes 5/8" dia: galvanized MBs thru concrete 22. Flush Floor Beam; W12x19 w/ 2/211x ripped to fit side ledgers 23. Flush Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers Sheet Note Description No. No. ----- ------ ----------- --------------- ------------ ----------- ----------- ---------- SK-2 G Flush Floor Beam; W12x w/ 2/2"x 12" ripped to fit side ledgers. & Thru-bolt w/ 1/2" dia. bolts stagger spaced 16" o/c w/ top & SK-3 bottom w/ bolt pairs at ends. To avoid clutter show here only 1. All components to be Hot Dip Galvanized or equal protection 2. All bolts this assembly; 5/8" dia. A307 HDG w/ washers all faces 22. Flush Floor Beam; W12x19 w/ 2/2"x ripped to fit side ledgers 23. Flush Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers SK-4 1. All components to be Hot Dip Galvanized or equal protection & 2. All bolts this assembly; 5/8" dia. A307 HDG w/ washers all faces SK-5 3. Compression Sleeves; 1" dia. galvanized pipe nipples. Accurately measure total thickness of siding/sheathing. Hole saw drill and install 1" dia. pipe nipples cut between 1/8"-1/4" short. Lash-up assembly, verify alignments and completely tighten bolts 22. Flush Floor Beam; W12x19 w/ 2/2"x ripped to fit side ledgers SK-6 1. All components to be Hot Dip Galvanized or equal protection 2. All bolts this assembly; 5/8" dia. A307 HDG w/ washers all faces 23. Flush Floor Beam; W12x22 w/ 2/2"x ripped to fit side ledgers ' cKecu1\9 ! £ or" co j�rr,,-n- ,;z o Q S i,tz Tz�. Ae PHILBROOK ENGINEERING FIELD REPORTIWORKSHEET Project No: 107 BEACH EH STREET Sheet No:. of Z. GENERAL DESCRIPTION Designer - Louisa Grauel, 737-1147 Narrative: 1 Family Raised 1 Story Sunroom (Porch) @ 2nd Floor, ' ------ Open 1st Floor w/ Drive-under Garage Location GRAUEL /I379 Lakeside Drive:West, Centerville, MA L__ _____ s Construction: 211x 4" Platform Frame w/ Beam/Column Foundation t3�,�N pF M SPECIAL CONSIDERATIONS T. V. NUM fir+ PHid a°OOK Use Group(s) : R-4 (1 Family Residence) ; ME::'r&.NICAL ------------- No. 3 Construction Type: 5B (unprotected) - note separation below S`E www www 000 ------------------ �FSSlQMAt �oo "m Misc or Comments: o Plan & Layout Review ----------------- o Design Reviews - Steel, EWP & Stock a Roof, Floor & Supports w/ Connections �9Qo o Certificate w/ Noted Plan Extracts Z DESIGN CONSIDERATIONS . Soil Data: - Site Plan or Boring Log available: NO 7 cry - ---------- Preparer of plan or log: rv ' I cz) - Direct Observation: YES, ,Nearby 'FELCO •y from CC Atlas - Medium-Fine Sand w/ Cob less • Description: ; USCS = _SP SBC Class = _ > Specifics: Br(allow) = 2,500 lb/sq ft w/ 10% allowable width increase ' Fire Data: Standard 1/2" GWB Protection for 5B Construction Loads 'SBC Location #/sq fi Dur Note ------------- ----------- -------- -------- ------------------------ lst Floor 40 1.0 Attic 0 1.0 None Sunroom Floor (Decks) 60 1.0 In & Out Partitions: 2x4/6 12 1.0 Bear/Non-Bear Snow - m =< 7/12 25 1.15 Zone - I Wind - Ref Pres = 21 Zone - 3 worst +/- _ -.7 -15 1.33 EXP - B/C Loadings j 1st Floor Sunroom Attic Roof Deck ------------- ----------- -------- -------- ------------------------ LIVE LOAD ( 40 60 0 25 60 -------- ----------- -------- -------- ------------------------ DEAD LOADS I 14 16 0 12 6 Misc TJI Joists w/ FG & GWB, 2x10 Rafters • DESIGN TOTAL I 55 80 0 40 70 w/ round ( w/ 5% on DL NET UPLIFT = not checked, Provide Simpson H2.5 Products P82-FRW-7 as �f1 a.�.,• ,t Yn 4 /�.tC• �. ;Y.y.,. j F � y i 4 ilf t _ i 1 `` GENERAL'DESCRIPTION Designer - Louisa Grauel, 737-1147 P07-35 ,35 Narrative: 1 Family Raised 1 Story Sunroom (Porch) @ 2nd Floor, �N Of ---------- Open lst Floor w/ Drive-under Garage Location:, GRAVEL, 379 Lakeside Drive West, Centerville, MA g, T. VARNUM ____-- PHILBROOK .4 MECHANICAL H No. 30M DESIGN ANALYSIS: Side Ridge Beam; 1.75"x 11.875" 2.0E BCI Versa-Lam Wul = 131/2 x (25 + 15) + 10 = 270 lb/lf Check BCI V-L Roof Tables (100% duration) 8 M6Tool 1 Span; 12'0" Wul(max) = 528 lb/lf OK Provide Simpson HUS1.81/10 @ ridge intersection Main Ridge Beam; 1.75"x 11.875" 2.OE BCI Versa-Lam Wul = 61/2 x (25 + 15) + 10 = 130 lb/lf Pt = 1,620 lb/lf @ 616" from end of Side. Ridge Beam 1 Span; 131011 Mcomb = 8,010 ft-lb Check BCI Versa-Lam Tables (100% duration) for member Mmax = 9,608 ft-lb OK Provide 2/2"x 4" w/ 1/2" CDX support posts Walled Columns; 2/2"x 4" w/ 1/2" CDX w/ E = l.lx 10(6) PSI Pmax @ Post = 1,655 lbs Leff = 1110" w/ side blocking Fc(perp)req = 158 PSI F'c(perp)avail = 228 PSI OK Provide pair Simpson H2.5 clips to Ridge Beams above Cased Opening Header Beam; 2 ea 1.75"x 9.5" 2.OE BCI Versa-Lam Wul. = 161/2 x (25 + 15) + 10 = 330 lb/lf from main roof Pt = 1,655 lb/lf @ 316" from end of Main Ridge Beam 1 Span;• 710" Mmax = 4,920 ft-lb Check BCI Versa-Lam Tables (100% duration) for 2 members Mmax = 12,608 ft-lb OK Provide 2/2"x 4" jack studs each end Sunroom (Porch) Floor Joists; 9.5" AJS -2OTM @ 16" Simple Span; 1219" Check AJS Floor Span Tables . (100% duration) for member Span max = 1819" Def LL >= L/480 & Def TL >= L/240 OK Short (Outer) Load Bearing Floor,Beam; W12x19 Wul = 230 lb/lf from wall & roof (side ridge beam) Wul = 380 lb/lf from AJS 20 Floor Joists & Beam 1 Span; 18,0" Mmax = 24,705, ft-lb Sreq = 12.5 in(3) Savail = 21.3 in(3) for W12x19 OK DEFinax = .77" (w/ 85%)`. DEFact = .38" for W12xl9 OK Short (End) Load Bearing ,Floor Beam; W12xl9 By Inspection - loads small, steel used to tie frame together all around. End connections less than 2,000 lb OK Long (End w/ Deck) Load Bearing Floor Beam; W12x22 Wul = 270 lb/lf from O/S Deck & Beam (taken full length) Pt = 1,620 lb/lf @ 616" from end of Short (Outer) Beam 1 Span; 2510" Mmax = 28,885 ft-lb Sreq = 14.6 in(3) Savail = 23.0 in(3) for W12x22 OK adjusted for Fy/800 reduction DEFinax = 1.06" (w/ 85%) DEFact = .64" for W12xl9 OK Column Footings (outside corner) ; BF28 w/ 12" dia. Sono-tube Pmax @ Footer = 10,060 lbs Aavail = 4.9 sq "ft Sb req = 2,150 lb/sq ft Sb allow = 2,750 lb/sq ft OK ' � � _ •, .' - .Sr�✓DrVi✓ L-G. P1.4N ?.(3�3�C` _ .. ; a , R ' �0 �klST..�.FOUN??ATt�f1/ A: 'f Q ID K • No 4WS �1 4c, ~ Z. V a NORMAN Z? GROSSMAN a. Z 2 •A 12775 109 ar 1= w ✓7/ O W z � 5 Z moo • } � � � � b ��1VG � JVD�/�RtV ��oS�eyAnA � t.s, 0Z i • L _ Jzz 001 Assessor's map and lot number ...rn: �... . .L- d1f 7 7 7.: 6 UST 8E 0 7, S SEPTIC SYSTEM M INSTALLED IN COMPLIANCE Sewage Permit number• ............................ WITH ARTICLE II STATE I SANITARY CODE AND TOWN y�FTHE t �{ r TOWN OF BARTSTIABLE { Z 9ARNSTAB E. ! +� CQ BUILDING INSPECTOR r` i . OMPYa' �i APPLICATION FOR PERMIT T VC..... ........... ............................... d su TYPE OF CONSTRUCTION .:........00.. .. ........................................,........................................ - ............................. ............ L. ....1977 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according !oo the following information: Location Z..aAe,.•..,r'1.d .......QI. , ..... ......I�4!1..1. 7.vdlq .................................. ................................. ProposedUse .. !!�/ � sl.Y�. .................................................................................................... Zoning District ..........Fire District 7— / 011, -Two�,k c Rai• Name of OwnerDr.:.W/ . /�Q.N1.....A,.[P-�.��.....Address ...W.. 0.1t 1.10.. ��.S��t ........... �"' LL �� /�� � Name of Builder .Y..0.kjl1.....!t. 0 CPC............................Address a .47.. .....�)"WI.Q.RL/E4. ... ....w r , Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ........de.ve-.41.....................................Foundation 10.... l.?.�lre.. ...... 4..'10 ........... Exterior ..Y+ ,/ . ... .. .^.(...........CS.V..I.,aA ..................Roofing. ...1�.................................................... Floors ... .P^ (!�. 6t�0�0, I 7r'J.............Interior V '1 Reet,r D t� Heating ......... .......................................Plumbing .. ...*Z......6.a f ..................................................... Firelace ... ......................................... •Definitive Plan Approved by Planning Board ________________________________19________. Area ...... .L............................. Diagram of Lot and Building with Dimensions Fee . `^ SUBJECT TO APPROVAL OF BOARD OF HEALTH ��. o the Town f Barnstable regardingth a v I herebyagree to conform to all the Rules and Regulationso e above 9 , construction. Name Halpern, Dr. -William , 19649� Dwelling No ................. Pergt.for .. ............... ............ ..............„ry................................./.'....�.:�..................... _ Loca ion `...Lakeside Dr....... .5. .. r Centerville - ............................................................. ............. _ Owner ........DR. William Halpern Type,of Construction .........Woo. ....................... Plot ...................... Lot .........A..Z.3x...A.6.... r ' i Permit Granted Oct 5 19 77 - Date of Inspection �r.7. .............19— _ - Date_Completed Z ! z TW PERMIT,REFUSED - ........................................:........................ 19 ................................... ......................................... .................................... ...............'................ .. f• ........................................................................ i. ................................ ...................................... Approved t. PcAssessor's map and lot number: ..... . tX... /i/°� I� '- 7' 7 Sewage Permit "iu�rnkae� ...............................:.........`................ z• TOWN OF BARNSTABLE Z SARNSTADLE, CS 9 "�` 2 679 i BUILDING INSPECTOR f oo . `iEMPYp' * C APPLICATIONa FOR PERMITLTO ... o`^...........................................t� roc ..~.........................:f. ............................... TYPE OF CONSTRUCTION , ,t/ o : .....:.......................................................—...—.................................................... G' TO THE INSPECTOR OF BUILDINGS: The*undersigned hereby`applies for a permit according to the following information: Location ...........r E...:..?.!.!.: r............. ..'......................... � L. ? ;.�Cl..t �.... . ....!. ....................................... ................................... ProposedUse '`J` ! /� 4 `'............................ ............................................................................................................................................ Zoning District r f Fire District ..............................................i '::.s...........(....................../.. ....ff. 7 3 Tom► , I .. Name of Owner1 r..�.J�.........C4.P"%..... 1% L0 4`'r ('?......Address ..�.'' r..r.7.�,ca�i c� . . .:4.$ ............................. .. Name of Builder co' ', �nx 5 112 Ct !�i Al �Qt ��•� i 114 � 1 .... ......... ....................Address ........ .............. ........ Nameof Architect ..................................................................Address .................................................................................... r. Number of Rooms Foundation �O "? ..iY �r/► (^<�vi c_ l�c� � c ............ .............................................................................. Exlerior .......... f..................Roofing ... .r .... ......!..:..................................................... ,� Floors ....'"! ..J'i r ci .�; . ' 'f..............Interior 5 F'� p"•J c Heating ............f?. -i—t,h..s :.......................................Plumbing . ..................�t. ' ` ........... .:....... p v Fireplace !�l' i .........................Approximate Cost -�............... .. Definitive Plan Approved by Planning Board ________________________________19________. Area / /............ .................. Diagram of Lot and Building with Dimensions Fee s..✓a I SUBJECT TO APPROVAL'OF BOARD OF-HEALTH (A ` r . I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ................................:........................ ................... Halpern, Dr. William No ...... Perrtt far j ................................. ...... ................. 'ide Location ....Lak.e.s............. ..... ...........Centerville .. ......................0....................................... .. Owner ..". ..r.. .....Willig m.D.... ......... .. Type of Construction.....WQo.d............................ ......................................................... ................... A 232 48 Plot ............................. Lot ................................ Permit Granted* .... ........... ............19 '77 Date-of Inspection ......... ........................19 Date Completed...........................19 PiRMIT,,REFUSED .... 19 .............. ... ......................... ................................................. ............................................................... ............... Approved ................................................. 19_ ............................................................................... ................... ................................ .......................... i FEE �� TOWN OF BARNSTABLE, MASS. � a =' 19 Swa Q d)�•El m THIS IS TO CERTIFY THAT A PERMIT IS HEREBY GRANTED TO m0� > =o J �� (PROP[RTV OWNER) .�.... .....•.....(ADDRESS)..'.....'.••••..•..••.•»...•..»�_ f(/yS ..........................._.___. _............................................................................... (BUILD) (ALTER) (REPAIR) d fl (V h O C (TYPE OF BUILDING) (APPROXIMATE SIZ[) w M d o LOCATION ............................ ......._................................................._..._ ................................................................................................................_.... __.._..._____...__ y (STREET AND NUMBER) (VILLAGE) 6603 m � lu .0 NAME OF BUILDER OR CONTRACTOR ._.... .. .. ....»._.._...._._................._....._............................................................................ �....-- d.c .APPROXIMATE COST __......................_.._..........Y........_....,........................................._......................................................._....._........._._._....... ..._._..___ b 'm 4)OoIII 1 HEREBY AGREE TO CONFORM TO ALL THE RULES AND REGULATIONS OF THE TOWN I. , OF BARNSTABLE, REGARDING THE ABOVE CONSTRUCTION. oP4cR aa � 0 d CS h (OWNER) (CONTRACTOR) r� 3 0 V O U i ke1 .._._..............._......................._..........._.......... BUILDING INSPECTOR Subject to Approval of Board of Health. 1 i.t.f .+��{.. �Y. � 1da}�•{.'w w ...,a.�i4ik, „7+a yF:s'nY ... .. ;e e, ..ems _ ._. __ _ � _ �—--�---•- _�r"- —..-__ --.—.:.T A n ;q ` THE T } T'OV1/N OF,..BARNSTASLE I BAflaSTAMX : ASSESSORS' OFFICE � Maea pp 16,39. a mix 367 MAIN STREET, HYANNIS, MASS. 02601 775-1 120 BOARD OF ASSESSORS DIRECTOR OF ASSESSING MARY K.MONTAGNA ROBERT D.WHITTY ALFRED B.BUCKLER GLORIA W.RUDMAN V �/ :f �; E !� - �� n a , i ! --._ ever k z�.'TY� .•-T.,T 'LE:a"..l+�S ,a. v'`: qa � '� .ice #; Y r:, e• r'. a t; Zo' sr.Sax f° o z00 1 ^.P f y~ y� • �s24 k:' + z `Y i�a N �• _ 1,Q, a, r' VA 3 hl& _ �*. . ��'fcAP��id�i�. yr, '.-:.• ... 'qYa �... =i. rV{ . _C�®1/��r 4p ��. tr C ,i; . _ -,, ► { <�' 01F I ' A104 %tea C M �� irD,�+st/ o•S•S�/N�4/'/ . .�t.P god NORMAN cyG� No.12795JQ ' r . _."`�"""'.►r'yr--^.^�"""'_'�r'v -•-«.�,.,^r+^^-'.�rti- ^+.+a-�.-.,.�•- +.w-�s �+..../a r`r"'�"'�^""•►`ti--.-.Nun-.,-.�.-w-v+••..--^-...^-.'•,-w..., — 71y Assessor's map and lot number �!`�v ... ©............... SEPTIC SYSTC,, kNJIST, BE SACE Sewage Permit number ........�.............................................. S^ ;:s, e` g s D. X"M TOWN RECULA(IQ e. .r yOFTNEr 'SOWN OF BARNSTABLE t 'BARNSTABLE, i "6 9 Y .•� DUI�LDING INSPECTOR 'FD PY D'' E APPLICATIONFOR PERMIT TO ..... ....,./...... .......................J........./.....!.........5.............................................. TYPE OF CONSTRUCTION .....61100f..e...... .. ." .................................................................................... ...................19 � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............. ? . ........... a ��T. ......:�.!> ...........'-.. l r. A. .z ............... ProposedUse ............... ��� '� �r. ............................................................................................................................. Zoning District ......t/.!...0.................. ..................................... District ... �J..�'rs Name of Owner P ....... a ..Address ...... ` j.... CJ. Address ......... ..1 �, C .... ? rf�-......��� �:..rCs' .,,e �.......................................... Name of Builder Name of Architect ...................Address .................................................................................... Numberof Rooms .................................................Foundation ...... %Vce........................................................... Exterior ..... ?G/.U. .:...................:.................................Roofing ...... ".................................................... Floors ...... ..�r�... ..P:............................................................Interior ........ .��i✓.�,.��F................................................. g ..Plumbing .......r"�4.- ;.;7 Heatin ...... :.. /..1�1 :..................................................... ................................................ Fireplace ............ J. ......................................................Approximate Cost ......... Q:.f3t5ll. ............ .............. Definitive Plan Approved by Planning Board ------��56-------------1Q<-I<- Area ..................... Diagram of Lot and Building with Dimensions Fee 3 S-4 SUBJECT TO APPROVAL OF BOARD OF HEALTH J� , .dv�Q - 114L04_ I hereby agree to conform to 'all the Rules and Regulations of the Town of Barnstable re arding the above construction. \ Na %aat. i :�.......................... Dr. William lialmemm � - ` - - | No ..V411^. PereAmfor Dwallinm.......... ...... � --------------------------' Location .......Lakeside-Dr..---------- � ------ ------------ --_---'_--~ Ovvns... .........Dr."'V1.1-1.Lem' ----'' ` Type ofConstruction .....Wood- ---- � e �y -\ ' ---------------.+---------.. . ' � . Plot -`232.--..e4-. Lot --��....................... ` � Permit Gnzhh*6 ......... .,:r-. --lg74 . | ' Dote of Inspection ------------lA Dote Completed ------------'lV � ' PERMIT REFUSED � ' de .......................................... lA ` --^-----------------------' -'------'----------'--------'' / ---------------------'----'` V. ' ...............L.-.--------..-.__-.__,_ ' ` Approved ................................................ 19 ' . � ---------------..------:`~�-- ' - / .. � ---------------------_.-..-. , � Assessors map and lot, numkner .........:.,..... . ' Sewage Permit number ............. ........................................ �Py�FTMETO�yw TOWN OF BARNSTABLE 3 • L 89HBSTAXE, i "6 BUILDING INSPECTOR �'0 ppY pr• APPLICATION FOR PERMIT TO .......U ....... /"r....... ...... ` C.1.......................................... TYPE OF CONSTRUCTION ....... ............ �.<.+.. .................................................................................... . ................ ...................19 ��i!' TO THE INSPECTOR OF BUILDINGS: f The undersigned hereby applies for a permit according to the following information: Location `/ yc! '. F"S'sxr� '..... ?a...... .".... '' 'E. ' ............... ........................ . .�. .................. ProposedUse ................. 7/„a1 t '. ,. 1 /'r'"......................... ................................................................................................. Zoning District ...... .......................................................Fire District ... Name of Owner �r� ':..���sac?✓` ...i14/.la�^. fir:!?/.Address ....... a� ...'?�aC;�l ?�l Name of Builder ..: 1 .�... ?,•� '. - �Y 7'�; ......................,.. ............Address ..........r�...r�..:..:-.........:.::..... ........................................... 5 Name of Architect 7,-' r A: !,•'+...................Address .................................................................................... Numberof Rooms ..................................................................Foundation ....... ...................................................... Exterior ..... ........................................................Roofing ....... ................................................... Floors .....< t,� ..........................................................Interior ......... .............................................. Heating ".�.[ ........: .. .......................................Plumbing .................... ........................... Fireplace ............ "a..!>. ......................................................Approximate Cost .......:C��.�t�!s......................��.......... Definitive Plan Approved by Planning Board _______ ------------19jr . Area ..................... D Diagram of Lot and Building with Dimensions Fee ��.... ................................ SUBJECT TO APPROVAL OF BOARD OF HEALTH a� I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 4�_ a = 0r. William Halpern � - No ~ for .Dwell14mo................. ^ [ � .......... —... ------,. |-� \ Location~.......Iakewide'-Da................................. ~ � ~ __..'_.. . Cm�±ez���le_____________. � Ow"meP —.�z_��ll��n�' ------' �� . ' . Type of Construction .........W.O.Od-Fcawe---. / |� -------------'------------- ' Plot .2.3.2—.4.6---' Lot ......Z........................ | � ` Permit Granted ..........Demsuuber..4.......lg 74 � Date of Inspection ------------l9 j Dote Completed ------------'l9 ` ' PERMIT REFUSED -----~--------------.. lV -------------------------.... . . —_--.----. ...----------------. | —`------------`^''-----^^----' ( � � --------------------.----.~. > ' � Approved ................................................ lV ^ -------------------..-- ---- � , ............................................................................... � � : W U � W _ C7 W c� W > Z L.J.. BSA / 2'-9 a 2'-1 i' / 3-2 w __fixx Q G AW:CX2I5 AW:C�245 -i Q W Q J Casement Caseme t AW.RV2127 / r W ' ) J Roof Windows,manual_' - �/ v/ operation with -— - ,,, >, ra =-_._ LL > long-reach pole wULLFD UNIT MULLED UNIT Z O U.� N operators and screens." � LL \ 0 Y W OF LIG AW:CX245 O J A� L_J \\ -ILA 8 WI 0 S g Casement AW:CX145 Q w Z Casement •-�— \ AW:RV2127 _ - /�� _ INE",P], j�,}�.R�}(, M i Roof Windows,manual .EXISTG DE-1., Q `R, ———— ——--_--•---- - ------- � operation with - /. long-reach pole TITLE: C \LINE OF CATHEDRAL / I operators and screens. - Casement � CEILING Cas / OF�KYLI - RELOCATED: / DOOR Relocated existing q - - / IA slider and storm slider r. / / to West wall of new i W 1 S T FLOOR / Sunroom. - ^PLAN I i ,i NEW CASED OPNG Q .9-` — Kitchen Counters:Raintiie - j I RELOCATED SLIDER Green granite as sc-iected and LOCATION reserved by owner.Note& s AW:FW031611 ` u confirm areas to have c FrenchwoodOutswing 3-2qs. i -g 2 1g^t 6.q backsplashesorledges.Provide Patio Door Ly drawings for approval prior to 6'-543° I _ fabrication. - E - 8 REMODELED - �' New Kitchen Flooring: Naturcor ' r.,, Kitchen.Cabinets IKEAAkurum .22 KITCHEN system ccaseswithUlnksdalOak •,� Natural Splendor collection;color: M Cartagena.Install per mfr's -.� - I Door and Drawer Fronts See - - specs and recommendations. NEW BOXED 4x4 5T itemized list provided by owner. 3 Raise level of subBoor as I SUPPORT ON FL R-r ) - �' i5 required to install level with :il FRAMING BELOW hI - existing slate tiles at Hallway 1. /( I (01: Iftchen Appliances Existing W 7a refrigerator,cooktop,trash 2 6 compacotr,oven and microwave to AW:C245 be salvaged for reinstallation in new Casement w/ I - kitchen casework/layout.New - AW:AR41 awning J sink and dishwasher to be selected [� a above f by owner. LL N New shower unit:Linea Aqua Demo existing plumbing well and q vv IM dreu HALL Davenport 48 x 32 semilar run supply from below torn ex'g hall 4� ,1� _� glass shower enclosure and - wall to new shower unit. - L tray.Corian or equal side wall 17 v material.Fittings to be — "i selected by owner. Master Bath:Demo ex'g ceiling, Q-� New sink in new granite t lighting,removeexgplumbing r, counter 8 vanity cabinet \ fixtures.Install new fixtures and W ' �,� (2)wall cabinets with -� ��., fittings,new blue board at walls& U mirrored medicine cabinet \ �� -� i ceiling,new trim,window, f' Guest t Bath:Install new fixtures and between at wall above. �\- LI —X I S I G venting,new tile floors and new (� fittings as selected by owner,and -- solid core tloor. �I new solid core doors.Remove MASTER ' j . �'�..c`T�GUEST E }{� wallpaper and Prep walls,trim& New Toto comfort height �. ' ,�"r'r-� -~-� - r �a-�- •n ceiling for new paint.New lighting,. toilet at ex'g location wl BEDROOM GUE8;� mirror cabinets and venting. c soft-dose heated seat. \ 0 O � r Provide sample information C�7 p -�f� � u...—fofowner epprovaL rfl� � Q u' � a AW:AX251 Awning window-cut new rough opening in existing wall File No. .dwg and install new window. ' Date 05/30/07 Sheet No FIRST FLOOR PLAN t� SCALE:114"=1'-0" i J LV W N Z O C� W N f= W > � J /fir - — � Qp � NEW 3.5x3.5 HHS STL COL.WI --LINE OF SUNROOM N .5 .5 HH ST CQL. I1 J W W BASE PL TOP&BOTTOM,BOLT %` ABOVE BASE PLfOP& 0 01�,B L7 F 1 __xx TO FTG AND BEAM T FTG ND B M Q W J Q =� 11_IJ �-- - - - - =— � U 10' —LINE OF STEEL BEAM i O p Y W 30"'BIGF00T CC FTG,4'10" ABOVE I 30"'BIGF00T CONC FTC,4'•0" \ _ MIN.BELOW FIN GRADE I �] -M N�ELOIN FIN=GRADE_ _— — —_ [I— — — — — _�j O J L� I —PORTION OF EXISTG 'I EXISTG DECK % \ 0 w z DECK AND COLUMNS I FRAMING TO R;zMAIN T 1, • I TO BE REMOVED I: \\ 2 M W - - T _ _ TITLE: I \ FOOTING & LINE OF S EEL.BEAM,, ABOVE -�- ---I . _. . . _ _ BASEMENT I (_==__ - - - - �_ � f, - _ PLAN ,I LINE OF N W DECK E ABOVE NEW 3.54 5 HH$STL COL. BASE PL TOP&BOTTOM,BOLT 2 TO FTG AND BEAM EXISTG — C t�A�?AGc w i 3 30"'BIGF0OT C NC FTG,4'I0" MIN.BELCVW FIN GRADE i - it E I WJ_v _ b Q U .. v w 00 L9 00 x EXISTG BSMT — — o CL . . File No. .dwg Date 05/30/07 Sheet No BASEMENT FLOOR PLAN SCALE:1/4"=1'-0" i 3 r �i W r O � 1x10 RAKE TO MATCH EXISTG, -r_ ! - ui x PNTD I Z co NEW SKYLIGHT �I II II C7 w N r NEW FIBERGLASS SHINGLES -._. .,. .. ......._.,.-..._. .....:._c__ _ -- I: - O TO MATCH EXISTG .,�-�_ ..�,.--..` ._-. / ..;:..t'....,1p .. .�..s . ._.} _ ._.,-_,.... iI j W >_ REVERSE BOARD&BATTEN TO MATCH EXISTING,CEDAR �_i�I�i.;�,''II_II >�IIfII�\�IjlI✓� t E SHIPLAP JOINTS,PNT TO ( 'l jj I II'•_�, HMATCi (()I III jji;i, 4III IjiilIIit H EXISTG JZ Ld- wli LU NEWCSMTWINDOWS, O� wTRMWINDOWSTOMATCH EXITG WINDOWS !MA CH EXIST' �AL GUTTAS UJ FLASHING O QJJ� _ Fl INEWGIAROR�� i� I (� IIn �i ji O 0 Q W fl III �I I II I III lI' II O I--, EXISTG STAIR&DECK ( LJ �rI Q Z BEYOND TO REMAIN W I � I I I• I � ' -I I I I �Tl1 li li I, it II u FIN FLOOR 10FASCIAW/16TRIM, I' - ----- -- --- - - - i' PNTD - 1x x TITLE: 71 TM NEW 3.5x3.5 HHS STL COL.W/ BASE PL TOP&BOTTOM,BOLT F -__ III ----- _E 'I - I EXISTG DOOR WI , TO FTG AND BEAM - j I � STORM/SCREEN TO REMAIN 30"'BIGFOOT CONIC FTG,4'-0" r OPEN AREA BELOW EXISTG GARAGE DOOR TO SUNROOM 8 DECK III MIN.BELOW FIN.GRADE _ -� I' REMAIN I .. EXTERIOR f' I r - I NEW 3.5x3.5 HHS STL COL.W/ II'" - E L E VAT I O N S -----BASE PL-TOP&-BOTTOM,-BOL-T T II TO FTG AND BEAM II �) - - - • - . c BELOW FIN.GRADE,VERIFY STABILITY - OF SOIL PRIOR TO EXCAVATING AND l _ E SHUREASREOUIREDTOAVOID J - •\ UNDERMINING EXISTG RETAINING./, a WALL- v EAST ELEVATION SCALE:114"=1'-0" ; ui r - RIDGE BEAM SUPPORTED AT POST TO HDR AT EXISTG EXTERIOR WALL,EXTEND TO r 7 NEW FIBERGLASS SHINGLES - / EXISTG ROOF SHEATHING - TO MATCH EXISTG i NEW SKYLIGHTS Q 1x10 RAKE TO MATCH EXISTG, NEW FIBERGLASS SHINGLES 1 PNTD F _ TO MATC STG H 7.751 i AL.GUTTERS TO MATCH /. -/ -��\ I - _ I _ AL.GUTTERS TO MATCH. ry T I EXISTG t \\ .. t EXISTG ✓ 3 i I I\?r - � NEW CSMT WINDOWS, t CSMTTNINDOWSV��, pa II u, I. II: it - if 1. TRIM WINDOWSTOMATCH °� FXFRAMEUNITSABOVE, II Ii' -.—bi_ j Ta EXISTG WINDOWS 00 �� v � N T IM WINDOWS TOMATCH /. \ \ IIIIII[ E ISTGWINDOWS \ I - II it °� z -� R VERSE BOARD&BATTEN TO , //1 v II M TCH EXISTING,CEDAR I RELOCATED SLIDER W/STORM V) A� II il�' I' S IPLAP JOINTS,PNTTO I UNIT - j'- ` M TCH EXISTG \\ / REVERSE BOARD&BATTEN TO �� aL 4 I' jl III MATCH EXISTING,CEDAR l SHIPLAP JOINTS,PNT TO 12 .^�. •i I MATCH EXISTG z J \ FLASHI G II I II I j 11 I ii iI I If :I it I ( %II I V ;.. II.. �� _I' FIN FLOOR,-s- - - -- - -- I. I _ II cc, FIN FLOOR F O m : cb \..�1x90-FASCIA-WI 1x6 TRIM, _.:...__.: .._....,..__. _.�_ - ..___ if - _ �\Pp m EXISTG DECK FRAMING a p.i NEW 3 x3 5 HHS STL COL.W/ NEW 3.50.5 HHS STL COL.WI BASS PL TOP&'BOTTOM,BOLT / BASE PL TOP 8 BOTTOM:BOLT i i �•,' TO AND BEAM,. - TO FTG AND BEAM \� �' File No. .dwg 3 FOOT CONC FTG;4� - OPEN AREA BELOW 30"'BIGFOOT CONIC FTG,4'-0" i SUNROOM&DECK Y � MIN.BELOW FIN.GRADE � MIN.BELOW FIN.GRADE Date 05/30/07 1 ' \ Sheet No \� SOUTH ELEVAYION VEST. ELEVATIONA�3 �� SCALE:114"=1'-0" SCALE:1/4"=1'-0" �� _ J � (� � w IN O O LU N • � Zja • � Qom U) w c) O QYw � OQz • = r` w Q F-- MU TITLE: 12'4" FRAMING ; 4x4 POST PLANS . . Wt2x22STL BM,FLUSH FRAMED _ _ x- - — -_ ." �",` I)R BELOW I•�— HDR 8E 0 MTL 3T HA GER! TYP J - F/- \, t w EXISTG 2xB BEAM,SUPPORT Ca. a ® SKYLIGHT ��� ^I SLIGHT m= w m NEW BM W1 MTL HANGER w OPNG \a OPNG\ - �� _ 8 N m TREmlll,11411 a L _ ;1 2 w 19 BC 20s 16" C. ml �'..' — — y d I � ,i2 •.'` SKYLIGHT u' f ci OPNG o J E �' of I aj fii uj MTL T HA GER TYP —� ( ,f 4x4 POST CAP @ RIDGE& 4 L P. 2x8L DGE •` it HDR ELO \JRY. N ILE /.' _ 3-1ax9 NLHDRBELOW L1111,III U RW.M 4x4 POST—/ - �WALL \ 46 POST DNR BELOW CARRY LOW P N 10 O V ti NOTE: / d ALL STRUCTURE FOR PE MIT PURPOSES ONLY. ao FINAL REVIEW AND ANAL SIS TO BE APPROVED BY w STRUCTURAL ENGINEER RIOR TO CONSTRUCTION. Lu c 11 � w B LL J � C A File No. .dwg Date 05/30/07 LTL-I- Sheet No FIRST FLOOR FRAMING PLAN ROOF FRAMING PLAN4 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" t J j W �— ~ W N Z � CD O U N 1 ZjOQ � < ry Q °dwJ 06 W J O OY � J T�_ O ROOF BEYOND tjJ 0) Z / RIDGE BEAM RIDGE BEAM Q 1-- M C) r TYPICAL ROOF TYPICAL ROOF TITLE: COMPOSITION SHINGLES 12 ?.� COMPOSITION �:,HINGLES \ 12 r 15#ROOF FELT % � 15#ROOF FEU? — Z'EXT.PLYWD,ROOF SHEATHING �75�`' z EXT.PLYWD ROOF SHEATHING 775 BUILDING t 3 2x10 RAFTERS @ 16"O.C. 2x10 RAFTERS r,`16"O.C. 77 ICYNENE INSUL.,R38 @ CATH � .;i f - �Ca NENE�ISLIL R38CATH - SECTIONS CLGS 2x STRAPPING,16"O.0 - 6„ - TYP.EXTERIOR WALL a TYP.EXTERIOR WALL— j 8 a VERT.CEDAR SIDING FASCIA,SOFFIT VERT.CEDAR SIDINGFASCIA,SOFFIT AND I TYVEK HOUSE WRAPi< AND GUTTERS TO / TYVEK HOUSE WRAP GUTTERS TO MATCH AND n , _/ - m i" � MATCH EXISTG ��� ALIGN W/ EXISTG I 2 CDX PLYWOOD 2 CDX PLYWOOD 2x6 STUDS @ 16"O.C. 2x6 STUDS @ 16'O.C. 3 m 52"'ICYNENE INSUL,R 20 521"ICY{JENE INSUL,R 20 -� 2"BLUBD.W/SKIMCOAT PLAS.FIN. 2'GYP.BD. j STEEL BM BOLTED W STEEL BM BOLTED STEEL BM BOLTED TO STL POST— TO STL POST T i r � v I , 1 P.T.DECK FRAMING W/4x6 DECKING @ TYPICAL FLOOR SIDE DECK TYPICAL FLOOR � T&G PLYWD SUBFLOOR,GLUED AND + T&G PLYWD SUBFLOOR,GLUED AND I �1 7 - PPING SPACED v SCREW NAILED 1 2x STRAPPING SPACED SCREW NAILED f 2x STRA 2:9 Z"BOISE CASCADE AJS20 FLR JSTS, . ! 24" _ 9 Z'BOISE CASCADE AJS20 FLR JSTS, I I 24" i Q U c � 00 16"O.C. I 16"O.C. (� EXISTG HOUSE U) `' 9 2 ICYNENE INSUL,R34.2,IN JST j STRUCTURE 9 2"ICYNENE INSfJL.,R34.2,IN JST LL SPACE W/2"'R-MAX'RIGID INSUL.,R13, f SPACE W/""'R-MAX'RIGID INSUL.,R13, j @ EXTERIOR @ EXTERIOR I _ U 2'EXT PL i" I I I I I I J Q rn 00 a CD 'BIGFOOT'CONC. ) l LINE OF STL COL, FTG 'BIGFOOT'CONC.`FTG IN STL COL&'BIGFOOT' I I FOREGROUND I CONC.FTG BEYOND File No. .dwg Date 05/30/07 Sheet No SECTION 2 1 SECTION A-4 SCALE:3/8"=1'-0" t A 4 SCALE:3/8"=1'-0" A�4 I