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HomeMy WebLinkAbout0034 TROUT BROOK ROAD �IZSt1� �roo 1� �. r i °FTHE t° Town of Barnstable ti Regulatory Services 9 KAM. ' Thomas F.Geiler,Director 1639..,a Building Division Tom Perry,Building Commissioner 200 Main.Street,Hyannis,MA 02601 v . Office:'508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT I, Construction.Supervisor License # ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit 7ns7� issued to (property address) `eou t `_6 200c- k on to `, 200a. I also certify that on ,200 ,I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. } LICENSE HOLDER DATE q/farms/newcontr reference R-5 780 CMR b I t.. -o C JU a J /-r/ PAPA , SF ` lc A) �- TOWN OF BARNSTABLE,BUILDING,PERMIT.APPLICATION,. Map Parcel ® `Application J Health Division Date Issued` Conservation Division Y"y a+ _. _ Application Feet Tax Collector - Permit Fee r l Treasurer Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address e a kv--- Village Owner �— ��in ,�eC. X-'.5 t. - Address 6 Telephone 41.2 7 Permit Request e- �} ��- ; 7��'a � Square feet: 1 st floor:existing proposed 2nd floor:existing proposed 3 Total new Zoning District Flood Plain Groundwater Overlay Project ValuationA51Construction Type f Lot Size Grandfathered: 0 Yes ❑No If yes, attach supporting docurnentation1 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) V Age of Existing Structt e Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ui❑No Basement Type: �Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2 Half:existing new Number of Bedrooms: existing__ new Total Room Count(not incl ng baths):existing new_� First Floor Room Count Heat Type anYYes el: Gas ❑Oil ❑Electric ❑Other Central Air: ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: -Zoning Board of Appeals Authorization' 0 Appeal# —TJRecorded D Commercial ❑Yes L to If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Numberc'J�Y (-50 67-IL Address S 3 /` License# dol, C1 Z Home Improvement Contractor# 131 Worker's Compensation# .� ALL CONSTRUCTION DEBRIS RESULTING F OM THIS PROJECT WILL BE TAKEN TO �. r 6 SIGNATURE DATE 2 t �F ,y " aw FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t , MAP/PARCEL NO. ' ADDRESS VILLAGE AA OWNER a DATE OF INSPECTION: FOUNDATION tllrJ G 7 A?-rKc-.k-- I FRAME %��/ tG /� �� Nocc- AGO i 1ti-S llnt. � INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable '. Regulatory Services ssB Thomas F.Geller,Director �rEp ;►`'� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.towii.barnstable.ma.us Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW 7 v w� ,gyp �a � Owner Map/Parcel. OL 2 — 070 Project Address 3y 70ur As so A /too! CT , Builder: The following items were noted on reviewing: ONcy AF G/ 6i91?&6- cdyge-C ®N -go axis slhE q4ccs7- ,d'F -e o UeW& 1K SAO&V Gt'1G- dX D� L u. (T� l0lidT� 12K- T /02 Ad o (r Ib- Q0 n Reviewed by: Date: Q:Forns:Plnrvw k i 1 The Commonwealth ofMassachusetts w Department of Industrial,4ccidents r, Office of Investigations ^. d 600 Washington Street , Boston, M4 02111 , www.m ass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leelbly Name(Business/Organization/Individual): Address: 07 3 " � ��� �,�x City/State,/Zip: Phone.#: Are you an employer? Check the appropria Vain : Ty;rewaco ct(required):. 1.❑ I am a employer with 4• a general contractor and I mp ®/ e loyees(full and/or have hired the sub-contractors 6• nstruction 2.❑ I am a sole.proprietor or partner- listed oa the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑�Don.working for me in any capacity. employees and have workers'[No workers' comp.insurance comp.insurance.$• 9. addition „,. required.] 5. We are a corporation and its 10.❑Electrical repairs or addi 'cns officers have exercised their 11.❑Plumbin repairs or additions 3.❑ I am a homeowner doing all work g eP myself [No workers' comp. right of exemption per MGL 12.0 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 M 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. tContractors 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 providb their workers'comp.policynumber. , 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.4:. Expiration Date: Job Site Address: City/State/Zip- 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.fo-x insurance coverage verification. I do hereby cetti :unldehep ins-an enalties of perjury that the information provided above is ue and correct: Sienature; Date: Phone#: Official use only. Do not write in this area,'tb be completed by city or town ofj7clal City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: �(HE toy Town-of Barnstable Regulatory Services 9 � $ Thomas F.Geiler,Director , MAC� Building Division Tom Perry,Building,Commissioner 200 Main Street, Hyanr s,MA 02601 Office: 509-862-4038 Fax; 508-7.90-6230 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 o�� Estmmated Cost Address of Work:_ 3�� ���'�itl., jl ����G-i�,'r- Owner's Name Date of Application: I hereby certify that Registration is not required for the following reason(s): Work excluded bylaw nJob Under$1,000 ❑Building not owner-occupied DOwner pulling own permit Notice is hereby given that: OWNERS PtllING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME DIPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply f a p as a agent o7the wner: zZm -7 Da Contractor Name Registration No. l o OR Da Owner's Name Town of Barnstable.Regulatory Services A '�► Thomas F.Geiler,Director `bArcb,` 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 Using A Builder. as Owner of the subject property hereby authorize ��j�,r� (' 6,�o to act on my behalf, in all spatters relative to work authorized bythis building permit application for; . (Address of fob) ignature of Owner Date LC,LJ a✓� /JP.S � . Print Name Q:FOP MS:OwNERPERMISSION -ACORD- CERTIFICATE OF LIABILITY INSURANCE OP ID L DATE(MM/DD/YYYY) 14YERS-1 05 10 07 PROQUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Farrell Backlund Insurance HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR P. 0. Box 509 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Taunton MA 02780 Phone: 508-824-8666 Fax:508-880-0142 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: NGM Insurance Company 14788 INSURER B: . Myers Concrete Forms Todd Myers INSURER C; 92 King Philipp Rd INSURERD: Norton MA 027b6 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. POLICY NUMBER POLICY ICY EFFECTIVEPOLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MM/DD/YY DATE MM/DD/YY GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 A X COMMERCIAL GENERAL LIABILITY MPS84807 05/08/07 05/08/08 PREMISEGES(Eaoccurence) $ 500,000 CLAIMS MADE [X]OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY s2,000,000 GENERAL AGGREGATE s4,000,000 GI AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s4,000,000 POLICY X JECOT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ' ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X ITORY LIMITS ER EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE W1S84807 05/19/07 05/19/08 E.L.EACH ACCIDENT $ 100,000 =OFFICER/MEMBEREXCLUDED? -.. — 00,000- � - - - -- -�- � --E.L.DISEAS£:�-EA EMPLOYEE-:��>_ If yes,describe under E.L.DISEASE-POLICY LIMIT $ 5 0 0,0 0 0 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS The Workers, Compensation policy does not include coverage for Todd Myers. > CERTIFICATE HOLDER CANCELLATION GIMLERD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Gimler Developement 33 Sabbatia Drive REPRESENTATIVES. Taunton MA 02780 AIALH.gRiZEDRE SEN TIV ACORD 25(2001/08) ©ACORD CORPORATION 1988 C�1� ooAS J --- ��•�� uucsbr rdl�b�I DIASINSURANCE PAGE 01/03 PRODUCER THI ONLYND CONFERS NO RfGD A MATTER OF 1NFOR 0109 Insurance Agency HTS UPON THE CERTIFICATE ION $35 Brayton Ave HOLDER.THIS CERTIFICATE IaOES NOT AMEND, EXTEND OR Fail River,MA o2721 ALTER THE COVERAGE AFFORDED BY THE POLICIES 13ELOW COANPANIES AFFORDING►NSUI AIyCE INSURED COMPANY A GRANITE STATE INSURANCE COMPANY Prides CaEpentry Inc 85 Plcfhg Court Apt 8 Fall River,MA 02720.0000 THIS IS TO CERTIFY T I IAT THE POLICIES OF INSURANCE LISTED E3ELOVV HAVE BEEN IS^SU>;o TO THE INSURED NAMED AB THE POLICY PERIOD INDICATED,NOT WITHSTANDING ANY REQUIRE BEEN �FOR DOCUMENT ICIFSDWes{ HECT RETO WHICH THIS CERTIFICATE:MAYBE ISSUED OOR MAYERTIDITION AII� Qj URANG6AFFQRpED F ANY CONTRACT OR OTHER POLICIlrS pE5CR18Ep HEREIN IS SUSJECTTO ALL THe TERM !->CCI.LjgIONS AND CONDITIONS OF SUCH POLICIES.LIMITS HOW THE MAY I"BEEN REDUCED BY PAID CLAIMS, N L7R T1TE DP Ig9UpgNGE FOLMHUNBER POLICY 17 OTM5 DATE . A WORKS NiFWATION POUCYExPmAnOHDAT>AND PMPLOYMS,LIAWLITV ' PRIErl PA�RTNEDR91F7�CIfflVE I.IDIAI►$ oGFICERBARE; " NgL o ExCL a4468081 7io2rzoa� s ER 7/�2I�OO8 Mill Lill CdvArylpg AOPBd:hj NIA QpOfdflalM Doty. { ACCIDEwr $ 90Q,00 p>E�C Rlt ION OF fm8E POVcy Umrr I $ 500,QpQI Ti(7N8lNEHIC �� TEM3 D19EA88 FJICN EMPLOYF.F $ 900 Q00 CEI TIFICATE HOLDER pCANCE LATT10N . GILMER DDEVELOPMSNT LLC SHOULD ANY OF TI{R ABOVE DESCRIBED POLICIES DE CANCRIABD BFFQRE TI IC 33 SAd13AT1A DR E�fPIRATWM DATE THEREOF,THE IBgGIN0 CMPA WILL ENDEAvaR To MAIL]Q TAUNTON,MA 02780 DAYS WRITTEN NdnC6T0 THE aERTIFICATE HOLDER IWaMEDTOTHE LEPr,our FAIT TO MAIL SUCH NOTICE SMALL IE�FOSF.NO OBLIGATION OR LI�Lny OF ANY KIND UPON THE COMPANY, . AG8 NTS Oft RRPRESENTAT ill ARH6RIZI DREPRESENTAnve I JUN-20-2007 15:11 P.01i01 CC4.T,FICATE OF INSURANCE G NF ApL AGENT ISSUE DATE(MM/DD/YYYY) 06/26/2007 A,1: . '.. Tnsurance Brokerage of MA., Inc. :L83 Davis SLr'eeL Eau.° Douglas, MA 07,516 This certificate is Issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend,extend or alter the coverage afforded by the poilclea below, AU'Vji"YNO. n200,� — 00 IrdSU-,E;C1 COMPANY AFFORDING COVERAGE Carpentry Inc Nautilus insurance Company 6S P..ckering Court Apt #6 Fail River MA 02720 COVFPAGEF, - --- '� This i,;to certify that the policies of insurance fisted below have been Issued to the insured named above for the policy period indicated,not ,vith;;mnding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or Inay ).artain,the insurance afforded by the policies described herein is subject to all the terms,exclusions and conditions of:such policies. Llmil, -shown may have been reduced by paid claims., POLICY POLICY TYPE OF INSURANCE POLICY NUMBER EFF.DATE EXP,DATE LIMITS MM DD MM DD 63N '4AL LIABILITY Clomrnorcial GL NC660426 06/15/2007 06/15/2008 GENERAL•AGGREGATE $1,000,000 �?] Occurrence PRODUCTS-COMPL/OPSAGGREGATE $1,000,000 LJ C,'IainsMade ' PERSONAL&ADVERTISING INJURY Gmir,alAgg L•imitAppliaa Per (Any one person ororganizarion) $1,000,000 =ti. Policy EACH OCCURRENCE $1,0 0 0,00 0 Project DAMAGE To PREMISES RENTED TO YOU Location -- (Any one premiaeM) $ 100,000 MEDICAL EXPENSE (Any onepemon) $ 51000 PXCE'i:i/UMBRELLA LIABILITY EACH OCCURRENCE _AGGREGATE L I f:xce;�liability $ $ l.r:rbrulla Liability Occurrence I_ Claims Made ceductlble$ - �_1 I;etention . $ C.1 i IEl $ $ rEK1IIPTION OF OPERATIONS LOCATIONS RESTRICTIONS SPECIAL ITEMS Ca.-P611t ry/Roof ing ce 'F.i.ficate iIolder is an Additional. Insured to the policy . C;ERI'IFICATE HOLDER CANCELLATION Should any of the above described policies be cancelled C .1rRer Development t.r�c .,, before the expiration date thereof, the issuing company will i 5abbatia Drive endeavor to mall 1.0 days written notice to the certificate 7 a un t on MA 02780 holder named to the left, but failure to mail such notice shall JUN 2 � impose .no obligation or liability of any kind upon the company, its agents or representatives. AUTHORIZED REPRESENTATIVE i ` TOTAL P.01 - Ile �and S a aetta ` Board of Building Regulations and Standards License or registration valid for individul use'only before the expiration date. If found return to: HOME IMPROVEMENT CONTRACTOR I z"k,� Board of Building Regulations and Standards Registrat109 151295 One Ashburton Place R 1301 Expkatton 012012009. Tr# 259519 Boston,Ma...02108 lug _ .n dual . SEAN C.GIMLER, SEAN GIMLER 33 SABBATIA DR �` � `fr �af'"'" �' Not valid without signature TAUNTON,MA 02780 Administrator - - 08LZ0 tiW NO1Nfld s aauolsslwtuo3 ) oe II y 8 VivdS££ r 2131WIJ :j NV3S 4- i ti906 #al 600ZIZIZ {' 696 W I, 0t969 SO ''as !1 1 asua31,joslnjednS uol; ni;suo0 i n�a 2ulplin$10 Paeog i spaupue3S Pug suollel H s Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ® Zoom Out 0 B®In `- - R 1C"1f A fr Rr sm, P 3 P G Map: 022 .a \ J 023068 _ k' 191 � ` 023015 Location: 023002\,, N 210 Owner: 4207, 0 23 01 6 00-1 f1228 Location In 023069 Map &Parce Location j x ' � �, � Acreage �, ._ , 5 023001 1 i "' f215 Current Ova Mailing Addi 1 0�`v " 1 022070 022071 54 Appraised Extra Featur 1a Out Building q�pA Land Buildings Total Apprai 022076 r p 43_ ' 022077 Assessed V e N 23 022106 ..+ 112 Extra Featur Out Building a Land Set Scale 1" = 68 f' I Aerial Photos _� Buildings Copyright 2005-2007 Town of Barnstable,MA All rights reserved.Send questions or commf BarnstableMA v0.2.91 [Production] http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=022070 10/24/2007 i i - j y t ^ t TOWN. OF BARNSTABLE B. it in��Eu a g Application Ref: 200705777 BMMSTABLE, Issue Date: 10/24/07 Permit 9 MASS �p 1639. �� Applicant: GIMLER�SEAN C rF0 MA'i A Permit Number: B 20072647 Proposed Use: SINGLE FAMILY HOME Expiration Date: 04/22/08 Location 34 TROUT BROOK ROAD Zoning District RF Permit Type: RESIDENTIAL ADDITION/ALTERATIO . Map Parcel 022070 Permit Fee$ 209.10 Contractor GIMLER,SEAN C Village COTUIT App Fee$ 50.00 License Num 69640 Est Construction Cost$ 51,000 �Remarks, APPROVED PLANS MUST BE RETAINED ON JOB AND -.22X24 ATTACHED GARAGE WITH STORAGE AREA ABOVE THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: GAY, $ANDRA F BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 34 TROUT BROOK DR INSPECTION HAS BEEN MADE. COTUIT, MA 02635 IX Application Entered by: RM Building Permit Issued By: R �"` THIS PERMIT CONVEYS NO RIGHT-TO OCCUPY ANYrSTREET ALLY'OR SIDEWALK:O.RANY`PART:THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY.PERMITTED.UNDER THE BUILDING CODE;MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY.GRADES:AS WELL AS DEPTH AND LOCATION OF P.UBLIC.SEWERS MAY BE,OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF,-THIS PERMIT DOES NOT;RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS., MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.I42A). ` e ® BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r Town of Barnstable Regulatory Services LE' '. Thomas F.Geiler,Director 19. °r Building Eo�„ Division v sion Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW �Pp#�flo7o,�i7� Df5_19wrl$ Dz2 - 070 Owner. Map/Parcel: Project Address 3y �our,�adok /Go� CT Builder: I K«' The following items were noted on reviewing: 4dr9U- ®N -40a45 Qbe A&4a7' Per 'G o 616eXlt--6 8d e (r fib_ n� oQO 4reAer Je e r e- Grouse �2 r�o� Reviewed by: Date: !66 1 o Q:Fonns:Plnrvw Town of Barnstable *'Permit# •�pFZHE Tpy�� _. :. '- ,-• ..._ Expires 6.months flan issue date .. .--- : • •. �s :�.. ];��gulatory ....Services Fee ,TfiomasF.'Geiler,Director •. 'OTED �p10---• ...-. __Lam. .. ._ Building Division- _ -. -'Tom Perry, Building Commissioner r ® e 200 Main-Street,• Hyannis,MA 02601 Office: 508-862-4038 - _... Fax:,508'790-6Z30' ax ,50879'0-6230• SV. "RESID7E AcN � L Not Valid without Red X-Press Imprint ri 0 Map/parcelNpmber 62-2 Property Address Zjaidential value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address `'1q Telephone Numbe Contractor's Name � t Contractor License.#(if applicable) roveinen - 'Home Irnp constriction Supervisor's License#(if applicable) a,. 's Compensation Inance orkman mP sur Chec one: I am a sole proprietor F. I amthe Homeowner Vhave Worker's Compensation Insurance Insurance company Name Worlanan's comp.Policy# Copy of Insurance Compliance ceate mu�11- n file. Permit Request(ch box) Re-roof,(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑.Re-side . maximum,44 ❑ Replacement Windows. U Value ( ) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc- *4*Note 'A,PO��er must sign Property Owner Letter of Permission. ement Contractors License is required. Signature - . Revise063004 f • David Sawyer Construction z, 318 Meiggs Backus Road Sandwich, MA 02563 (508)-539-1992. Proposal Submitted To: Work Place: Date 'off• 3� �rdA Ni rtt r .Strip, Remove, and Haul Away all old roof shingles. SUPPLY&INSTALL: 3b cdtac- ox)i ikeJ tom- 016 p) a- ba&A-� 64N C% &Ut V_ 6kL/QlbAllk� K Pa�r S�gk*" CLEAN&REMOVE ALL DEBRIS FROM WORK PLACE AFTER JOB IS COMPLETED. ALL DEBRIS TO LANDFILL. TOTAL INVESTMENT FOR MATERIAL&LABOR$ 61 All.material is guaranteed to be as specified, and the above work to be performed in accordance with the specifications submitted for the above work and completed in a / substantial workmanlike manner. Payments to be made as follows �� 1(1 B r',t/yb�l{,T1ol Any alteration or deviation from the work specifications involving extra costs will be executed only upon ,written order,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control 10YEAR LABOR WARRANTY/PLUS MANUFACTURES SHINGLE WARRANTY. NOTE-This proposal may be withdrawn by us if not accepted with 3 ays. Respectfully submitted--'�j 2LI4 ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the wor as s cified.Payments wi made as outlined above. DatA,j 3 2E 20 a'r-Signatur i Board of Building Regula ions and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 134313 Type: DBA Expiration: 10/24/2005 DAVID SAWYER CONSTRUCTION DAVID SAWYER ' 318 MEIGGS BACKUS RD. SANDWICH, MA 02563 k Update Address and return card.Mark reason for change. El Address F1 Renewal Fj Employment Lost Card a.:' �lsre,�o�remro�uaeal� a __- Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. if found return to: Board of Building Regulations and Standards Registration: 134313 y One Ashburton Place Rm 1301 Expiration: 10/24/2005 Boston,Ma.02108 Type: DBA DAVID SAWYER CONSTRUCTION DAVID SAWYER 318 MEIGGS BACKUS RD. ,s, SANDWICH,MA 02563 Administrator -Not wi on signature WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBE R: 6KUB-8014A88-A-04) ( . r RENEWAL OF (6KUB-8014AB8-A-03) INSURER: THE TRAVELERS INDEMNITY COMPANY NCCI CO CODE: 11347 1. . INSURED: PRODUCER: SAWYER,' DAVID R KERRY INS AGCY' INC 318 MEIGGS BACKUS ROAD. PO BOX 1945 SANDWICH MA 02563 NORTH EASTHAM MA 02651 Insured is AN INDIVIDUAL Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 08-28-04 to 08-28-05 12-,01 A.M. at the insured's mailing address. 3. A.' WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation_Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in •_— item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 100000 Each Accident ,._ Bodily Injury by Disease:. 500000 policy Limit Bodily injury by Disease: $ 100000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, If any, listed here: SEE ENDORSEMENT WC 20 03 06 D. This policy includes these endorsements and schedules: -�— SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy vvill..be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information 1s subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 08-27-04 ML ST ASSIGN: MA OFFICE: ORLANDO INDUS AFF 161 PRODUCER: KERRY INS AGCY INC 28SHB Dosses - Y't A Assessor's map and lot number ......... ......... ,. .�} 77 - .� 7 ` Sewage"Permit number ............. ' TOWN OF BARNSTABLE *THE Z BABH9TODLE, i , 16 9°'' BUILDING INSPECTOR .� Construct New Dwe �.. APPLICATION FOR PERMIT TO ...................................................:�:?�.............................................................. Frame TYPEOF CONSTRUCTION ..................................................................................................................................... r March 3..'. 19�.7.... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Lot lA Trout Brook Lane - "HILLC T" ill Cotuit- Barnstable Location .......................................................................................................................... ................................................. ProposedUse ................. fnTf l:l�tlq....... ..........................................................: ........................................:...................... ZoningDistrict ........RD-2.........................................:.............Fire District ........,wtuit............ ......................................... Name of Owner Sea Lcke.9?9:t?ti0R1 ........Address Route 6A... ......C,r Rd.,P.O.BOC{264,San....* r Name of Builder Sea-I,ake.Cbr�ox'ation...:...............Address .5�..as above ............................... ............ ....................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms Five 111 Walls4oured Concrete V -4" POW ..................................................................Foundation 9............... .........................................I................. Front..Cla ....Sides & Rear W.C.S ] i ng235#Se1f�boe> hang -Seal�.ng Asphalt Shingles Exterior ......... .................. .......... .......... ........ ........................... Floors Kit&Bath Vinyl/All others hardwood °= Sheet;rock........................................................ ......................................................................Interior ............................ Heating ..W Plumbing .. p PVC Drain.................................................. .. ... ......................... Fireplace Yes Approximate Cost .....$eIIGZG.................................................. .................................. 1-15 19__73_. Area 25,500 sq. ft. Definitive Plan Approved by Planning Board __________________________ ................r...... � Diagram of, Cot and Building, with Dimensions Fee .............................- \....n... . ` SUBJECT TO APPROVAL OF BOARD OF HEALTH Ek S , e t'� hereby agree to conform to all the Rules and Regulations of the Town of Barnstable,regarding the above construction. A" Name .. ' !,,.... Zell. 'y.. ........................ Sea-Lake Corp. A=22-70. ' 19068 '^ l 1/2 story No ................. Permit for .................................... .' single family dwelling ' —..-.��—..---..------.:---.—.---.. . ' Trout, Brmmk4�ane Location --..—'—..----.~.---.�+--- . ^ Cotu1t ' � —.---.--='------.—.----------- - . - . . . � Sea-Lake Corp. Owner --------_----..----___.. ` / frame ^ Type ofConstruction .......................................... / ...................................... ` � � . . . ^ � � . ^ PermitAlxL 1 77 . Granted ' . . ' . ' Date Completed. , K - ~ - ' ���mmn ' . . _ . ~ .----...— lA ^ , ) -----' - '' --^----^--' ° _~-----...----^------.—..—.---. . ' , ' - - ...---.---.--------------..--- ^ , ---------.--.—.~...--.---.---.— . ( Approved ...................................�---- lA . . . ^ ----.. ............................................................... . . . . -------------------.—....--.— . ' ' ` _^.� ,�;� ..k•, ..F,f,T' a t7•:Y Jj"-y,,��«wY�' ... �,F' t ,.,;. �.x,t%w -Nei s' ,.*�"-f�Pd...rd'. :.:w..9^.i"':.,.;... ,n e.t i ,..-•d.�i+�?r'+��l#�� ,v ,�,.y., '"`ctr'-'„"�f Assessor's office(1st Floor): Assessor's map and lot number �r �Qyoi TM E>p�o Board of Health(3rd floor): Sewage Permit number t 11saa9TanLL Engineering Department(3rd floor): 12 �, �o ryes House number .r 3 )71 �!_� o f6}o. Definitive Plan Approved by Planning Board 19 �Fo rev d APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING . INSPECTOR _ APPLICATION FOR PERMIT TO F3 o ` �� uj d y G c>gCt)c4 o(zg,. - X d J 13 S, NS Ze Fgt'l, 'y TYPE OF CONSTRUCTION W o Q - ` " 1,9 q TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following iinfformation: Location : �ri� r,J !__) ( J� ���{� ��J �t T • M6 . Proposed Use Tn' M \Z0 0m Zoning District' ``� ����1 'g I Fire District C.6 l 1). r tt -``� vU� (�� �A� Address J� f()t -C �t'Ub k �� Name of Owner Name of Builder t�P 4 ,.- C' (-,�1�� Address Pd Q X 53 L/ Name of Architect 1�OVv A(,r��. �/P Address So VAc-�,yv\e)o - IVI A- 0 J 6 Number of Rooms Foundations%r\.-A-7n,ir�p4c> cc)tK_rr.-6 u1Af� �04,,f4 ` t J caw 8x f6l*-Qa4, r ` / Exterior W N C�[�f4`2 ��N ! es Roofing I�S 1.9 yj JGtr nalle 5 �(!t> �0 5 sly 5c�p 7"�c�0 d2� Interior Floors _ Heating fl, Plumbing y --' o Fireplace Approximate Cost -2,o o 6 Area Diagram of Lot and Building with Dimensions Fee uj OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License �� a �✓� GAY, SAl DMA v A . r�=G�?.--G70 No 335-10 Permit For Build Addition S:.n to Famil v Dwelling . 1 g Z q Location 34 Trout Brook Road Cotl it Owner Sandra Gay Type of Construction Frame Plot Lot Permit Granted February 15 , 19 Date of Inspection 19 Date Completed 19 j i i l l 2 t Assessor's map and lot number .. .....�....... . ` �G� %y� — 7 7 SEPTIC SYSTEM MUST' BE s INSTALLED IN COMPLlANC Sewage- ermat number ............ ..............................:........:r.... ARTICLE� ' WITH � E !! STATE 0., `' . c", i SAIVITAR'y CODE AND TOW T O W N O F B ERINIS TA B E it (p�yQ O •11 Lf Z BASB•STADLE, i t� v" N ` N BUIDIHG INSPECTOR voo aY a•, APPLICATION FOR PERMIT TO .............Construct New Dwelling TYPEOF CONSTRUCTION .. .............................................................: ................. ................ 77 �... ..................March.......'.........19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby_applies for a permit according to the following information: Location ..Lot lA Tr...........ut Brook Lane - "HII�ST" in Cotuit- Barnstable ............................................................. ............................... .................................................... ProposedUse ................. welling.......................................................................................................................................... C.otuit Zoning District ........ '�.......................................................Fire District ............... ........................ .... Sea-Lake Corporation........... Address Route 6A & Tupper Rd.�P.O.Box264,Sandwich, Name of Owner ......... Ma. Name of Builder ....Sea—Lake Corporation ...Address .Same..as above ..... .................................................................... Nameof Architect ----- — ---..................................................................Address ........—..........................................................................:. Number of Rooms Five :.Foundation10" Walls-Poured Concrete 7'-4" Pour .................................................... ..................................................................... r . ExieriarFront Clapbo.md-Sides & Rear W.C.Shingl fn�35#Self-Sealing Asphalt Shingles ... ..... Floors Kit&Bath-Vinyl/Al ........ l others hardwood Interior .12-" Sheetrock .............................................................................. Heating Gas Warm Air Plumbing��oPPex SupPlY - PVC: Drain .................................................... .................................. Fireplace ...........Yes..............................................................Approximate Cost .....$4r.000................................................ .. ... 1=15 73 25 500 s ft. . Definitive Plan Approved by Planning Board ________________________________19________. Area ................ r I-- ......... Diagram of Lot and Building with Dimensions Fee ........................ .................. SUBJECT TO APPROVAL OF BOARD OF HEALTH hereby agree to conform to all the Rules and Regulations of the To o Ba tabl regar the above ( construction. Name ..... ........... .......................................... I Sea-Lake Corp. 19068 1 1/2 story No ................. Permit for...................................... ; single family dwelling Trout .................................... t Cotuit ................................................................ ........... :' 0 Sea-Lake Corp. ;� , Owner .............................................................. / Type�f Construction .........frame t ; ` ....... ................................................................. Plot ............................ Lot ..........#lA............... April 1 r 77 Permit Granted ......... ....... ;.19 �5 Date•of Inspection ��`..(.. ..19 es ; Date Completed ... ..%.�.✓ ......19 �" n 3 ;3 _ r PERMIT REFUSED 19 F; •`i .. .................................... ......... a you Q, rx_ • r t a: • tom+ �; •;�•; r- ...................... ........................................... _ . Approved ............................................ 19 ni "f ' ........................................................................ .................... ......................................................... •, r r r TOWN OF BARNSTABLE ' BUILDING DEPARTMENT ' f HOMEOWNER LICENSE EXEMPTION . Please print. • DATE f• ,��y a . .. .... - 'JOB:.LOCATION um er treet a ress O v, ,4 "NOh1EOWNER" ection of town ame ci Fo ) G �_ b . . h PRESENT MAILING ADDRESS ()me Phone or p one ,..t{rsav}'� lty town • a e The. current exemption for ."homeowner " 1P cote —� dwellings. of six. units .or s was..extended to,:include :gwner-oc ess an copied 1vl ua o allow such homeboners.. to engage, an for hire, who does not possess a license acts' as supervisor. (State Building Code Section provided that the oi,rner :REFTNITION OF HOMEOWNER: Person s' ( ) who owns a parcel of!sid e land 0 n which there is on .which he/she resides or intends to re- attached or.-detached strucctureslaccenten ssorto be A person who constructs more than one home• i s a one to six family dwelling,Y to such use and/or farm structures. be ;considered a homeowner. �� n a two- `oons'id re acceptable to the Building"homeowner" h year period shall not is shall submit to the shall be responsible • for all such work performed under the bui•idil' that he/she shall be responsible 'The undersigned ''homeown ng permi ection ponsible Buildiri er" assumes responsibilit for . g Code and other applicable codes y compliance with the State "� by-laws, rules and regulations. :The undersigned "h ome homeowner _ Barnstable .� certifies that-he/she understands the - � , .. . Building owner" ha inspection procedure r and that he/she will comply Town of P Y with said procedures and requirement ' ,:; HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL .Note: Three famil to comply with State Building35,000 cubic feet "`or , g Code Section 127,0 will be required Construction Control . �l •4 . . 1 • 1 HOME OWNER'S .EXEMPTION The Code state that : Permit IIhal Any Home Owner porforming work for which a building (Sectlonl109r1Q11red shall be exempt Licensing p from the provisions of this section "Home Owner en g °f Construction Supervisors) ; shall gages a persons) for hire to do such work, provided That If a act as Person(s) that such Hord° Owner ManY Home Owners who use this exemption , the responsibilities are unaware that 'for. Llcepsln °f a supervisor (see A they are assuming. often ., Construction Supervisors, ppcndix Q; they and Regulatlons. results In serious Section 2. 15)1. . This Pack of awareness Unlicensed persons, iprob�ims, Particularly when . Unllcensed case our Board the Home Owner litres Person as It would with licensed Su cannot proceed against the Y. responsible.: pervlsor.. The Homo Owner act lrg To ensure that the ` .. ....: •.. - 1. . Tonities at Home Owrier Is fully Y aware of his/her .responslbiI Itles, many certifyas' part of the permit application, that he/she Understands the responslblltlesofa su Iast'Page of this Issue fs that tho.'l-lonio Owner care to amend a form currently used b Pervisor . • On the and adopt such a form/certification foseveral towns. You may use In your community. _ 1 . Assesso s office(1st Floor): gyT� ssessor's map and lot number ' ao7� �� ` "�' D IN C�� � �� �° o�T"E To Board of Health(3rd floor): Sewage Permit number - y �(� ,�� Ess"J&a0NMEHTAL CODED,AND b w Engineering Department(3rd floor): TOWN REGUTA ONS = Dsas9YADLL `/ �y �o ryes House number ie39- Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR _ APPLICATION FOR PERMIT TO `V o . 18- y o ��(-(,j C,40go— . ;4d� 73 57j A✓S(tee bgksh,LLs TYPE OF CONSTRUCTION W-00 rr t yy,.e 19� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use �zy 0►a't ' Zoning District �eS C�P�1�r4 1� Fire District C u Name of Owner (SAI Address3g4t'(3vA ?�Oclook Name of Builder �' �� Address p o (3o x �Q� Name of Architect ONE Address So 1/V4�mOy`�, 1V�l� • 0a 6,6-'1 I , Number of Rooms 1 Foundation ry.L 7o j reo Co LkfG+ie,` UAAt. 36, 1 1 1 ew Exterior kA 1�``'T,,, c U ` - `�s Roofing S SA !q e S Floors X�U SO Shy �yo 60-0 R- Interior 2. eC l Heating�Z 5 Plumbing Fireplace ` Approximate Cost Area Diagram of Lot and Building with.Dimensions Fee V Je� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name e4�vD "d9 74-' Construction Supervisor's Licensed-����- GAY, SANDRA i ' a ` No 33510 Permit For BUILD ADDITION # Single Family Dwelling Location 34 Trout Brook Road Cotuit ` Owner Sandra Gay -- ;, ' Type of Construction Frame Plot Lot Permit Granted February 15, 19 90 � Y Date of Inspection 7A�`� ' 19 ; +^- Date Completed �� '' 19 k` IJ f f f • - I r• f Imo, GENERAL NOTES & SPECIFICATIONS LIST OF DRAWINGS: CONSTRUCTION NOTES: USE ALL APPLICABLE PROJECT SPECIFIC NOTES AO COVER SHEET, BUILDING DATA & GENERAL INFORMATION- BUILDING PERMIT SET t THIS PROJECT IS DESIGNED UPON THE BASS OF THE MASSACHUSETTS STATE BILIXNG CODE,LATEST Emma AND CURRENT REGULATIONS AS WELL AS LOCAL,STATE AND FEDERAL REGULATIONS RECARDING I. THE ARCHITECT CH RECORD CERTIFIES THAT TO THE BEST OF HIS AN BUILDING DATA & GENERAi INFORMATION- BUILDING PERMIT SET HEALTH AND SAFETY IN THE WCIBCPLUI. KNOWLEDGE,THE STRUCTURE AND ITS CLADDING COMPONENTS AS DESIGNED HEREIN CONFORM TO,AND MEET OR EXCEED THE MINIMUM Al PROPOSED ADDITION FLOOR PLANS 2. THE CONTRACTOR S RE�NSBIE FOR OBTAINING AND POSTING ALL NECESSARY VAUD CONSTRUCION/DWOUTION PERMITS FROM ALL NECESSARY LOCAL STATE AND FEDERAL AUTHORITIES HAVING T �✓ ��WIND RESISTANCE RATINGS AS REGUIRM TO SATISFY THE CODE L THE DESIGN REFERENCE OF COMPLIANCE USED IS THE PRESCRIPTIVE A2 PROPOSED ELEVATIONS JURISDICTION!PRIOR TO THE START OF ON-STE CONSTRUCTION. rT, hF+T4-I METHOD OF THE'wOW FRAME CONSTRUCTION MANUAL(ARGENT)1995 A3 SPARE NUMBER 3, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION ACTIVITIES,MATERIALS,MEANS AND METHODS.THE CONTRACTOR IS TO COORDINATE ALL SEPARATE SUBCONTRACTORS TO COMPLETE THE Zz HIGH WIND EDITION. FILL SCOPE OF WORK AS INDICATED IN THE CONSTRUCION DOCUMENTS. I THE CONTRACTOR IS RESParam FOR THE PROPER INSTALLATION OF A4 NEW THOSE ANCHORING.NAILING,STRAPPING AND REINFORCING COMPONENTS k THE CONTRACTOR S14ALL KEEP yg� ALL BUILDING MEANS OR EGRESS CLEAR OF ANY OBSTRUCTIONS AT ALL TIMES SPECIFIED AND ILLUSTRATED HEWN.REFER TO SPECIAL MIND RESISTANCE F-� DETAILS CONTAINED IN THIS SET DE D RAWANGS A5 FRAMING NOTES AND DETAILS- BUILDING PERMIT SET S THE CONTRACTOR SHALL NOT OBSTRUCT TRAFFIC OUTSIDE OF THE AUTHORIZED CONSTRUCTION SITE OR ANY ADJACENT RIGHT OF WAY DURING CONSTRUCTION,UNLESS PRIOR APPROVAL IS OBTAINED FROM f.l X1 EXISTING PLANS & ELEVATIONS — BUILDING PERMIT SET THE NECESSARY LOCAL GOVERNING AUTHORITIES. " 8. ALL CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE STORED NEATLY WITHIN THE SCOPE OF WORK AREA ONLY. e 7. ACCESS TO THE WORK AREA IS M BE RESTRICTED BY THE CONTRACTOR.ENTRANCES ARE NOT TO BE LEFT UNATTENDED AT ANY TIME DOORS/GATES ARE NOT TO BE LEFT OPEN OR UNLOCKED.THE _ CONTRACTOR IS REMSIBE FOR SECURING THE AREA AND EQUIPMENT WITHIN THE LIMIT OF WOW AND STE OF THE BUILDING AS REWRRED. & ALL DEBRIS IS TO BE PROPERLY REMOVED FROM THE BUILDING DAILY,LEAVING THE WORK AREA BROON CLEAN.ALL DEBRIS IS TO BE SIGNED ON SITE IN REFUSE WMPSIERS AND REMOVED PERIODICALLY. E !�PF7Vy.•!:I ALL DEBRIS IS TO BE DISPOSED OF IN ACCORDANCE WTH ALL LOCAL,STATE AND FEDERAL GIOEAES AND LAWS t 9. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY TEMPORARY WEATHER PROTECTION FOR THE BUILDING DURING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. TJ 3 p -� 10. THE CONTRACTOR IS FULLY RESP MBLE FOR THE REMOVAL OF SNOW,RAINWATER,ICE AND MUD FROM THE CONSTRUCTION SITE DURING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. 11. ALL INTERIOR/EXTERIOR FB 94M COLORS,TILES,FIXTURES,ETC...ARE TO BE SELECTED AND/OR APPROVED BY OWNER PRIG TO CONSTRUCTION. 12. PLUI®INC/IffGNANIC&ALEC1BCAL/HVAC INTERIOR WUIX TO B:SEPARATELY PERMITTED. ' _ a • INDICATES BUILDING DEPARTMENT REVIEW ONLY - ��' IN WOOD FRAMING 3 RELATED WORK 1. GENERAL:ALL STRUCTURAL SAWN LUMBER SHALL BE HEM-FIR#2 OR - BETTER.AND IDENTIFIED BY GRADING STAMPS. o� g I � o c� t� M ( r\ GRAPHIC SYMBOLS ABBREVIATIONS ,BUILDING SECTION -G EXISTING DOOR E%IBTING WALL ww. TOR N WALL BE wmmw BYM BOLE ueeD Al ABBREVIWMDN6:blm4vµ CSMr 6ff9 euvb°bmuhdn FND fwmdnin NVAC n ,o:'ems o�.«.o..w.r WALL TO BE Y BM nmmh mvk CPR utl fmkn eynw FOB (em NNi@ Win mJJN"mmm REFGOVElS= L RIOT bomm LYYmd ,8L ekvema, FOP Nam of riniA NWH Mvmc hnm �9uNY�^�•",,,, DOOR TO BE pqO POKED + C OHANNELNE PPPm n®OB CO Pnd 8L8C ekcm°(eD F09 Hem of and tJadeNmc¢+REMOV BRK brsY HLBV ekvm PP fvrymaf IN— Pl DUMEreR B9 baa ddm fiM1ffi emmAvsY PR fame WI(bw DETAILS i BSMT be.mml BNCL louve PRT 1-12. va MSUL Imukum ROOM NAME/NUM BE0.DEBIGNAT.ON ABBREVIATIONS: HW bmh wrye ABC de�ee,edro 6D „DIED PTR foamy PROPOSED HAI'H�a•er«.r u8ev tlwolkh(°CIA dmWhien 8� me vPm PPOnP(nVil WNDQVS °:m .r mj DATE:OS/20/07 D�Tl� ®—eee««u«.a �9 mJua W°I m (U DN dwbblvmir R0.T a°kcuia mk°°°°kr OA ° Wmnedin° 1. WINDOWS AS INDICATED ON PLANS SHALL HAVE DOUBLE PANE INSULATED WALL BECTTDN \\1 r - ABV ebw° W emchb® DH y®°W 6%31'O °.62. OALV gWwsd E LEVATIDN DATUM _ B0_ CCTON C°r�le� plpp d�ony 7y., gKpINT njuvS OC 9aP�mvimmvai a ;n'um cheer LOW-E COATED TYPE UB75 FOR COMPLIANCE WITH THE ENERGY WOE, A,c eamaemm:o dku,�`4 SCALE: EXTERIOR WINDOW/LOUVER TYPE BTF S 1NO e.Rr�•�« J ° 42fOB ale eubm rrmmee ply ®- 8XT OLD yka ylev8. L WINDOWS SHALL BE PRESSURE RATED FOR WIND RESISTANCE AND BEAR A w.1.1 O ----- ' AD - winm G ®tr lPbn DK dak Owe ®w O6mJ KD mmk tl°m .r CERTIFIED DESIGN PRESSURE(OP)RATING AS ESTABLISHED BY THE OVERHEAD PROJ ECTIDNB AFP ter,unmd Dom O.RO enh(°d DMr dnmadenb F rw pull Pun OYP D'Ivn KO hnotlmm MANUFACTURER.MOlfD UNITS YWERE INDICATED ON PLANS SHALL BE'BTHER ELevnnDN INDICATOR ALT natim d W DN dPwn PA rmeelmm N.T.S.S FACTORY REINFORCED AND TESTED TO MEET THE OP AS A SINGLE UNIT OR- CEILING HEIGHTS °'"'°"""'""' - - ALDM .nuP�mn LQTnD a�mm�Bcmmw) III,DIP m EDP Fe i•_bwl hme tan L A STE REINFORCED WHERE DETAILED SPECIFICALLY ON THE PLANS.WHERE ew.:ir«mre.«.o..., ALIGNMENT DESIGNATION AP eemspeM CMU °mmMc LAB kbo DRAWN BY: ..aJ.+.«u« r 11 a mvomy Wl(e) DW d FD8 r. fWRaidmr WC nM1•ntlk•pp°d LAM lemumm STRUCTURAL WOOD MEMBERS(MULLIONS OR HEADERS ARE SHOWN BETWEEN PARTITION TYPES w,in. APPROX mpu®n arrPP ckmmm DOUR dmwm FF r=Dom HDWD nmMxPod L8L keel CHRIS DREW ( . r'�p�] ABCN xNmu °Inn DWO dm.6® F8C' (ben viehm mnmP ND tevY 4°N LAV kvetvy UNITS a THE PLANS,THEY MAY NOT BE ELIMINATED. t ......,,.«„«.m ReV1B1DNa I 1 •�•••u••'°""""" Av�lio. ��snm �L meen PCs rmkxa am.elm.um, xDwR nmawme Lx kn bna RTC VC 3. EGRESS WINDOWS-EACH SEEPING ROOM SHALL CONTAIN ONE EGRESS QP +•w•°•«•••� ELOPE DEBUG NATION CONC PH Ne nom BDT negN LT I& Clll+C1V:D BY: WINDOW.THE CLEAR OPENING SZE IS 5 FL FOR GRADE LEVEL ROOMS AND 5.7 INTERIOR ELEVATION INDICATOR BO bvvd coxv o me ae romp xM TIED wmml LVR Imnv em, Nbw I —, '.a Fw rmw,(m) HOR nminnm Lw IiyNw14. FOR SECOND FLOOR BEDROOMS MINIMUM OPENING CLEAR HEIGHT IS 24 INCHES A .WALL LED.. • . NORTH ARROW - w u.°.i.=ie....w.•J++,a.•.mr• gIT blomvram WNTR (m) HO ebdnowYv vw f r8l TILED LP Im. J.E.ROCHE AND 20 INCHES IN WIDTH.THE SILL HEIGHT OF WINDOW SHALL BE 44 INCHES °`•"•^"«„„.. BLDD nu"b* ccPtr (d) ® e�Nn boa no Ih,hviy xP Wien poim LVL ImeoJPenW rnnennnm MAXIMUM ABOVE FINISHED FLOOR. D®B P....„..J,ew m«•..,........ --^ui H°m�� DIMENBPON BTRINDE0. .CIDIle IFLR canlu mYt Br emyfw ml PLUOR Dumu�mu ALTO hmttr,P M melm _51dIB5 ° tl l DOOR NUMBER ' M1u«eARAWING TITLE DESIGNATION 1. ALL STAIRS WTH 2 OR MORE RISERS SHALL HAVE A GRIPABLE HANDRAIL ASa =•=+oPo C%u•'"�" t TITLE PER CEDE AND SHALL DE LOCATED 34'TO 38'MAX.ABOVE NOSINCB. P• ecxy(_ aee,J•.mu m.w°...,°. SMOKE DETECTOR - 2. MAIMUM RISER HEIGHT IS B 1/4'AND MINIMUM TREAD WIDTH IS 9'. 4 NOSINGS SHALL BE 1 1/4'MAIMUM. MAs mammy opD °p°°ba RBF mf— sv .hem vkyl vxR mm 1 STAIR HEADROOM SHALL BE NOT LESS THAN 6'-8'MEASURED VERTICALLY Mnx opP aPp� RBPL mnum svM ryme°o-y(imp v6s vl��m m�e FROM THE NOSING. MATERIAL SYMBOLS ,eFkm VWC viJgl well mvmiay PAR pNkl Eg ENERGY CODE CaPLIAR(F (d) } eM.w°R Awmk ew �(� R .mnkv T am w wen rrl 1. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WTH THE STATE OF EARTH_ ..... °.. '°"s"°n s'°°"' h+_•1 OLABB MIX �jpO 0. pkm RBV --(d).(I* TB Ibmd WB woodnme IIxL� ta3C ymmav PLUM plvdtc kmvmm R➢O DAZE TBR n°mm m we wnv ab•u MASSAGHUSETIS RESIDENTIAL ENERGY CODE AND COMPLIANCE S DEMONSTRATED BY — .«......,. moo -do® PLAs P�wm. RH IwM TEL ukP)m WD wam THE ATTACHED REScheck ENERGY SOFTWARE REPORT. - i -Mo mmomyopmay '�. 11, °d E. kem T_ wm(> Wo 2. THE CONTRACTOR IS RESPONSBLIE FOR THE PROPER SELECTION OR d.., --, MMT OD mJwak.x(be) P91+ PmmJaePmw�rom R.wes NmP� TrL.G m emn mlme w0v w FIREPLACES,DUCT AND PIPING INSULATION,ELECTRICAL FIXTURES AND HVAC L DONeaeTE BATT INSULATION GOL meW P81 PamWpee qume mch RRDOw arpnap TON mpof _ W/O wiamn PSL PmnklmW tvnm aryormemam WP womPia°or(h,U {.il EQUIPMENT AS REGULATED UNDER ALL APPLICABLE CEDES. - Pr Pmvme ammo IT mwmmok TOL Imeroe Z wmstm CEDED rTI NVAC.PLUMBING AND ELECTRICAL WORK ® . PPIDrDISP P°tn(mp RTD emm TOS 5 RIN IBMED WOOD 0.1GID INSULATION NCT Prx cl dupe,mr T� m°Pp UwePy�� WWM wsdd wte mca 1.,ALL SNAIL BE IN STRICT COMPLIANCE WITH THE UNIFORM STATE PLUMBING xoM nmviw"n PVMT P•.emem ,No PVC patyv Yehimitle S emmh TV mlwkkn O ,pay CEDE—248CMR,AND THE ELECTRICAL CODE— 527CMR NR sc mbamm Ern PyPk•I ROUGH WOODdlim acme tNucavn 9CH ee1i�0 U ro mpk- OT yJurzy tlb s3Dfic vadn VC umercenbal FyAAMMLLI1IMIWIIIIryW1LAA����WWRR sHr eMm unm. rmmma B..... DCKINZ WUILiILM19PWIYIL CARPETING a R pmif mm n 9PRC eman RA 9p vq�me 'RED ,tli,u 33 kv mml OD autad•dvmum RB rvbbauk 9TL 1 VB OFO 'e hr [mnidW RCP Demd°e14ro PBn STO nmey° VB y l bve .. P OYWp OD FK meWkd RCP rcblarmd ronc<m pym 9TRVC vavewml VG v�Yl°ampauanub GYPSUM BOARD OH evvMed RD rd,em 9V9P rvNc°dod VRRT v ml ®er°u euu GENERAL NOTE: A O VERIFY AND CONFIRM ALL CONDITIONS AND/OR l/�' DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. A. General: D. Concrete: 1, All design and construction required of the contractor by the contract documents shall be 1. Concrete work shall conform to"Building Code Requirements for Reinforced 11. Wood sills supported on concrete or masonry beneath all interior and exterior bearing performed in accodance with the governing building code and OSHA regulations, - Concrete",and"Specification for Structural Concrete Buildings"(Latest edition,ACI walls and all members exposed to weather or moisture shall be preservative treated in supplemented by the contract documents.The governing building code used in the 318 and ACI 301) accordance with"American Wood Preservers Association,Standard Cl structural desin is the Massachusetts State Building Code,Sixth Edition,with the latest 12. Wood Stud walls shall be 2N4"at 16"o.c.unless otherwise noted on the drawing w q adopted amendments. Where the edition of the reference standards cited in these notes 2. All concrete shall attain a compressive strength of F'C=3,000 psi at 28 days except for a floor to floor height greater than 10'-0"provide 2"x6"at 16"o.c. is not given,the edition shall be as stated in the governing building code,or the latest published edition if not stated in the governing building code. 3. Provide 6%plus/minus entrained air in all concrete exposed to earth or weather. 13. At all comer of perimeter wall provide for a(3)2N6"comer post for a 2"x6"stud 1�V wall and a(3)2N4"comer post for a 2"x4"stud wall. 2. Structural contract documents shall be used and coordinated by the contractor in 4. All slabs on ground shall be placed on minimum 6"layer of 95%compacted sand and O ia-1 conjunction with the architectural,mexhanical,electrical plumbing,fire protection,the stone. - 14. Roof sheathing,sub-flooring and wall sheathing shall be APA-INT plywood with shop drawings and other submittals and the subsurface geotechnical data. exterior glue. At slopes of 4 V2 and steeper,plywood roof sheathing shall be min. %8 5. The following minimum concrete cover shall be provided for reinforcing: inch thick(I.D.Index 40/20)with a grade of C-D. Plywood sub-flooring and 3. All dimensions,elevations and conditions shall be verified in the field by the contractor a. Concrete placed against the earth �3 inches plywood roof sheathing at flat roof and at slopes of shallower than 4 Y2 shall be 3�4" µy and any discrepancies shall be brought to the attention of the architect/engineer for b. Sides of footings,walls and piers 2 inches to main steel thick with tounge and groove edges(I.D.Index 48/24)with a grade oil C-D.Wall U clarification before proceeding with the affected part of the work.For work attached to c. Top of foundation slabs 2 inches 1 sheathing shall be/"thick(LD.Index 32/16)with a grade of C-D.Plywood roof_ 1 el within existing structures,the d for the accurate determine all necessary dimension; sheathing at steep slopes shall have metal Hclips,solid blocking or tounge and elevations and conditions required For the accurate fabrication and erection of the 6. Reinforcing bars shell conform to ASTM A615,Grade 60.Lap bars 36 diameters at groove edges at panel joints. All plywood roof sheathing and sub-flooring shall be Ri 8 building components.Dimensions and elevations noted in the conteract documents as slices. p P secured with annular ring nails(staples are not s x permitted). Sheathing shall g (+/_)and all field conditions shall be verified in the field(V.LF.)by the contractor prior installed in strict accordance with manufacturers exposure,spacing and span ratings E to the submission of shop drawings. upon reciept of shop drawings,the architect/ 7. The contractor shall submit design mixes for all concrete. and shall be stamped by a recognized agency to show those. @I engineer has the right to assume that all field dimension,elevations and conditions have benn verified by the contractor and the shop drawings accurately reflect such 8. When exterior ambient tempratures are below 40°F,the contractor shall take whatever 15.Provide Simpson"H2.5"hurricane anchor clips or other equivalent 18 gauge steel verification unless stated otherwise on the shop drawings. means are necessary to maintain the temprature of freshly cast concrete above 50°F for framing anchor at all rafter supports. 'L�u■u,, the first six days after placement. 4. Unless otherwise noted,detail,sections and notes contained in the contract documents "....r" shall be considered typical for all similar conditions. 9. All shoring shall remain in place ubtil concrete has attained 75%of its 28 day strength. 10. All concrete formwork shall remain in place for a minimum of 7 days unless B. Shop Drawings: authorized otherwise by the architect/engineer. 1. Checked shop drawings first reviewed and approved by the contractor,shall be submitted to the architect'engineer for review and comments before fabrication,or delivery of material not requireing fabrication,can-proceed. Shop drawings submitted to the architect/engineer without first being stamped"Reviewed"by th contractor F. Soil Bearing shallbe returned withour being reviewed bt the architect/engineer.Review of shop E. Routh Carpentry - I. SPARE# drawings by the architect/engineer shall not relieve the contractor from comfomting to 1 All rough framing for joists,girders,rafters and studs in load bearing walls taller than e requirements of the contra documents. 8'-0"shall be Spruce-Pine-Fur#2,Southern Pine#2,Hem-Fir#2 or better.Fb(single 2. Proposed changes,substitutions or deletions made b the contractor to the contract use)=875 psi.Fb(reptitive use)=1,000 psi. E=1,30Q000 psi.Lumber for exterior P 8 Y exposure shall be Southern Pine#2 and shall be pressure treated with a preservative. 2. All footings shall be carried down to a natural,competent,undisturbed,granular o' y9 documents shall be submitted to the architect/engineer for review and comments prior material mum safe having a minimum bearing capacity of 2.0 tons per square foot. o 0 to their incorporation into theproject. The submission shall highlight and note the - Fb(repetitive use)=1,260 psi. E H U proposed change,substitution or deletion to the contract,documents which do not 3. Removal of disturbed and unsuitable materials and placing,compacting and testing of C7 r^ follow this review roceedure shall be considered unacceptable. ( - 2. Post shall be Douglas Fir#1 grade or better,surfaced dry with a maximum moisture e S P r 8 P P compacted gravel fill shall only be preformed by the general contractor while a - - ,. content of 19%at the time of dressing. professional geotechnical engineer,registered in the state in which the project is 3. Record sets of submittals(i.e.Shop drawings,Samples,Product data and Certificates) 3. Notching m to or bottom of'oists shall not exceed %s the de located and retained by the owner,is observing the work. shall be maintained in the field office by the contractor, Construction shall only be B P 1 depth of the joist and shall not be located in the middle third of the span. Holes bored in the joists shall not be performed from reviewed by the contractor and reviewed and not rejected by the " within 2"of the top or b000m of joist end shall not exceed �the depth of the joist. 4. Bottom of footing elevations shown on the contract document are minimum depths , architect/engineer. and are not to be construed as limiting in anyway the amount of excavation necessary 4. Where joist ends are decayed,enlarge brick pockets,install new joist next to existing _ to reach a sufficient bearing stratum.No footings or slabs shall be placed in water or joist and remove decayed portion ofjoist. frozen ground. In general all exterior construction shall be carried down to a minimum of 4'.0"below finished,adjacent exterior grade. ' C. Miscellaneous Metal 5. In studs of bearing walls,notches made to receive ductwork or pipe shall not be more DATE:05/20/07 than%the depth of the studs or the studs shall be doubled or otherwise reinforced. G. Reinforced Concrete Masonry - 1 All steel shall be new and un-spliced conforming to the following ASTM designations: � - - SCALE: I. All reinforced concrete masonry shall conform to the latest edition of the NCMA Shapes,plates,bare and rods;A36 6. Minimum post sizes where girders are perpendicular al a stud wall or free standing "Specification for the design and construction of load-bearing concrete masonry" N.T.S. Square or rectangular HSS;ASTM A500 Grade B, FY=46 ksi posts(either solid or built up out of 2x4's or 3x6's)shall be installed with a width to at - , Steel pipes;ASTM A53 grade A%#grade B least match the width of the supported girder and a bearing length to match the wall DRAWN BY: Anchor bolts;A307 with standard nuts and%6 inch thick plate washers width.Where solid posts are specified on the plans,do not substitute post built up 2. Concrete masonry units shall conform to the ASTM C90,Grade N,Type I,Normal Expansion,chemical and sleeve anchors;As manufactured by"Haiti from 2x lumber. weight with an average minimum compressive strength of 2,000 pounds per square CHRIS DREW � -�Corporation"or approved equivalent. inch on the net area. CHECKED BY: Shop primer, TNMEC series FM88 grey or approved equivalent. -7. All"Microlams"and"LVL"members shall have the following minimum properties: 3. Mortar shall conform to ASTM C270,Type S and shall develop compressive J.E.ROCHE a. E=1,900,000 psi - YP P a 2. All steel shall be detailed in accordance with the latest edition of AISC"Detailing for _ b. Fb=2600 psi strength of 1,800 pounds per square inch at 28 days. Steel Construction", The detailing shall incorporate all clearances necessary to C. Ft=1850 psi 4. Grout shall conform to ASTM C476,fine or course a and shalt have a minimum produce the proper erection connecting and fit-up. d. Fc(perpendicular)=750 psi type, e. Fc(parallel)=2310 psi - 28 day compressive strength of 2,500 pounds per square inch. 3. All shop and field welders shall be currently certified in accordance widt he f Fv=285 psi pP q type,position and process required. 5. All reinforcing bars shall conform to ASTM A615,grade 60 typically,reinforcing a IicableAWS Dl,i requirements for the p Electrodes for shop and field welds shall comply with the applicable AWS DLI and 8. All"Parallam"beams shall have the following minimum properties: bars being welded shall conform to A706,Grade 60.Deformed horizontal truss DIA requirements as follws: a. E=2,000,000 psi reinforcing material shall conform to ASTM A82 and shall have a minimum b. Fb 2900 psi cross-sectional areas indicated on plan or in sections. [� = 0. minimun yield strength of electrodes,70 ksi d. Ft=2400 psi 6. Provide horizontal and vertical reinforcing as noted on the drawings and fill all O 4 - e Fc(perpendicular)=750 psi reinforced block cells with out. F• y All steel exposed to weather or moisture,whether noted as such in the contract Fc(parallel)=2900 psi ' drawings or not,including but not limited to;structural steel,lintels,bolts,nuts f Fv=290 psi + Grouting shall be limited to a maximum wall height of 4 feet per lift, washers,bollards and sill angles shall be cleanes in acooedance with SSPC-SIB, 7. B Bh P "Pickling",then hot dipped galvanized after fabrication,then if recieving additional 9. Unless otherwise noted all nailing and fastening shall be in accordance with 8. Provide 48 diameter laps for all reinforcing unless noted otherwise. coating,cleaned in accordance with SSPC-SP7"Brush off blast cleaning". Appendix"C"and table 2305.2 of the governing building code. W 5. Connections shall be designed by the fabricatuf in auuurdamm with the appliurble 10.Where required by the contract documents,all metal connectors for wood AISC"Manual of Steel Construction-ASD,Ninth Edition and/or LRFD,Second construction,included but not limited to;joist,beam and saddle hangers,post and H. Pre-Construction Meeting Edittion"and AISC"Manual of steel construction-Vol.2-Connections(ASD)and/or column bases and caps,bridging,holddowns,hinge connectors and strapping shall be 1. A meeting in required to be conviened a minimum of two weeks prior begining any _ LRFD Versions". hot-dipped galvanized metal shapes as manufactured by"Simpson Strong-Tie Company,inc."and be attached by the contractor as per the"Simpson Strong-Tie" construction activity on the site. The owner is to notify the achitect of proposed 6. Fitted full depth wed stiffeners,each side of beams and girders equal to web thickness, construction start schedule,min of 30 days prior to proposed start. shall be provided at all beams and girders,supporting specifications. p gi pporting column loads or cantilevering over columns. 2. The schedule of construction inspection and subcontractor coordination will be established at this meeting. GENERAL NOTE: AN VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. r— L � P. U CIV .. ��/ �\�• � _ /per t� I W""N ® AI AI 26 � � 19 a laam m . R DN _ MASTER''---- _ - r BEDROOM - ti m TCAR m GARAGE or OSET UP STORAGE-EAVE S ONPA � - v .GARAGE _ � DATE:05/19/07 DATE:06/06/07 SCALE: 3/16"=1'-0" DRAWN BY: SECTION THRU GARAGE CHMS DREW CHECKED BY: PARTIAL SECOND FLOOR PLAN PARTIAL FIRST FLOOR PLAN J.E.ROCHE a a 0 0 OH U A con _ O sz, O a GENERAL NOTE: AlIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN 1[,l PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. U cn ASPHALT SHINGLES(TO MATCH EXISTING) RIDGE RIDGE NO WORK TO THIS AREA .�„ CEDAR SHINGLES(f0 Fil 6 WOOD TRIM(TO MATCH EXISTING) MATCH EXISTING) U B' Anlc � arnc _ NO WORK TO THIS AREA II ASPHALT SHINGLES(TO by MATCH EXISTING) p,,JL,yy f MASTER BEDROOM MASTER BEDROOM ❑ ❑ CEDAR SHINGLES(TO ' MATCH EXISTING) ----------------- GARAGE GARAGE EXISTING - �. NEW �, EXISTING WOOD TRIM(TO MATCH EXISTING) - FRONT ELEVATION LEFT SIDE ELEVATION a o � E y Fv M WOOD TRIMEXISn —- T .. ASPHALT SHINGLES(TO MATCH EXISTING) - _ ..- - - _ — DATE:05/20/ -- n RIDGE RIDGE (TO NG) ' DA 07 NO WORK TO THIS AREA NO WORK TO THIS AREA ASPHAITSMNcIEs(foMATCHEXIsnNGT - ^�," ATTIC ATTIC SCALE: - 3716"=P-0" DRAWN BY: CHRIS DREW FE-11t T T ❑ ❑❑ CHECKED BY: LJ CEDAR SHINGLES(TO MATCH EXISTING) J.E.ROCHE 0 I'll k MASTER BEDROOM MASTER BEDROOM CEDAR SHINGLES(TO ❑ ❑ VIXXX,1122111O MATCH EXISTING) WOOD TRIM(TO MATCH EXISTING) Li GARAGE GARAGE , EXISTING �. NEW �, W RIGHT SIDE ELEVATION REAR ELEVATION A ' W a O a GENERAL NOTE: A /1 - VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN 1L,1L PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. • I W�W �� A4 MMy1r�Hi ^4 2.2X10 RAFTERS 2-2XI0 RAFTERS -- -lq LVL HEADER 2X10 RAFTERS®16'O.C. +' \\ UFW'I $ 1 3.20'RIDGE BEAM 6.2X4P1 FIM.i 2-11-}LVLHEADER POSTUPION POST UP/DN 6 UPI 5 X4e POSI UP/DN U 5.2XG POSTS.ZX4, IK POSI UPIDN 2-11�LVLHEADER - , POSIT UP 17'- 12 O ®16'O.C' Pos .r 3-tt"}'LVL HEADER - 'I ■ 2-9.1"Tit Ito 016,D.C. _ K a ks 8 SECOND FLOOR FRAMING PLAN NEW ROOF FRAMING PLAN a cc E t~v a m 1 2P 3000 P.S.I.STEEL RINFORCED FROST A4 10'30DO P.S.I.STEEL RINFORCED FROST - WALLWITH 34J6 REBAR HOROZONTALLY WALL WITH N4 REM VERTICALLY - @S'O.C. - ®16'O.C. DATE:05/20/07 SCALE: 3/16"=P_0" - TT DROPS N DRAWN BY: SI'6X6 WIRE RINFORCED 3000 P.S.I. CHRIS DREW 'CONCRETE SLAB OVER 6'CRUSHED COMPACTED GRAVEL WITH 6 MIL. CHECKED BY: VAPOR BARMER(TYPICAL) —� _ J.E.ROCHE D4 24%24X24.3000P.SI yy�yy ¢ry CONCRETE FOOTING Q QI WITH 944REBAR - MAT(TYPICAL) F..� -" • _ 1 3'3 23 AO NEW FONDATION SECTION a P� GENERAL NOTE: A /7 VERY Y AND CONFIRM ALL CONDITIONS DIMENSIONS SHOWN 1L�,✓1 PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERWS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. OR NEW DORMER WALL FRAMING RnFreR „ caNnlEvEREo 3-20"LVL FLOOR Jolsr RIDGE SINPSON 2X10 RAFTERS HANGERS TOP Pure RAFTER 2X10 RAFTERS @ 16"O.C. HARDI-PLANK I-4 H2 HURRICANE - ~ TIE BY SIMPSON, O hUa-I 4 INSTALL AS PER MFR'S SPECS. " WALL EXTSTING WALL FRAMING tMM USE AT ALL Raw RAFTERS k AT SHEATHING CANnLEYERED FLOOR JOISTS AS REQUIRED NOTE:OVER LAP SHEATHING2'UNDER D2 RAFTER TIE-DOWN.DETAIL OVER AND T ABOVE FLOOR JOIST SCAIE 11f'-I'-o• D 1 .RIDGE BEAM DETAIL• I U A4 A4 SCALE:1"=1'_0„ D3 SEISMIC LAP AT SIDE WALL � A4 N.T.S. 6p 1J � NEW CONCRETE FILLED 3-1/2"STEEL COLUMN TO 'X8"X 11"BASE BOLTED TO 1 FOOTING IMBEDED IN 1/4"SELF LEVELING D1 3--" ✓VVV �Y 2 GROUT WITH 5"CONCRETE OVER FOOTING AND AROUND COLUMN. A4 3-20"LVL RIDGE BEAM l 5"6X6 WIRE RINFORCED 3000 P.S.I. 5 ��RETTLSLAB OVER 6"CRUSHED COMPACTED GRAVEL CONTINUOS RIDGE V VAPOR BARRIER(TYPICAL) 2X6 CEILING JOISTS @ 16°O.C. - r ae 8 a NEW 24"X 24"X 24"3000 P.S.I. X10 RAFTERS @ 16"O.C. ° CONCRETE FOOTING WITH#5 REBAR o^ T 6"o.c. ASPHALT SHINGELS TO MATCH SPHALT SHINGELS TO MATCH HOUSE E H" a °a ' $" HOUSE PLYWOOD ROOF SHEATHING 3„CL 4. r 2"MIN. R 37 CEILING INSULATIO D2 Ell Ell— —1 1—I I— -77 — "CRUSHED STONE BASE r I=1 =1 I I III—I i I—I 11=1 I htti�� 2X4 FRAMING @ 16"O.C. COMPACTED EARTH "BLUEBO ' WITH$"VENE 2X10 RAFTERS @ 16"O.C. D4 NEW COLUMN AND FOOTING SECTION DETATL D2 rn ` �I�� PLASTER OVER - \ � DATE:05/20/07 A4 ECALE:I._,•-0. A4 �i�J' 1X3 STRAPPING @ 16"O.C. 9-1i TH I10 @16"O.C. SCALE: AS NOTED 1X8 P.V.C. FASCIA MASTER BEDROOM-- 2-11- "LVL HEADER DRAWN BY: CHRIS DREW CONTINUOS SOFFIT VENT 2X4 FRAMING@ 16"O.C.(TYPICAL) cI�cKEDSY: Q (TYPICAL) N J.E.ROCHE 1 2 LAYERS OF 2"FIRE RAT 4"X24"X24"3000 P.S.I 4-20"LVLs 5"6X6 WIRE RINFORCED 3000 P.S.I. W.B.OVER 1X3 STRAPPING @ 16" CONCRETE FOOTING CONCRETE SLAB OVER 6" (TYPICAL) WITH 9-#4 REBAR CRUSHED COMPACTED GRAVEL �C t D4 MAT(TYPICAL) R 30 FLOOR INSULATION WITH 6 MIL. Z c 1' R13 WALL INSULATION(TYPIC `�4 3 ALLY COLUMN(TYPIC VAPOR BARRIER(TYPICAL) z O 0" 3000 P.S.I. STEEL RINFORCED FROST W U con o ARAGE WALL WITH#4 REBAR VERTICALLY A NEW 4-20"LVL BEAM - 01. @ 16°O.C. E-I o R14 RIDGID INSULATION A 1/2"X 8-1/2"GALV.LAG BOLTS -� I - - - - - - `• z WITH (TYPICAL)) A UO, FRAMING (TYPICAL) INTO SOLID - - 22" 3000 P.S.I. STEEL RINFORCED FRAMING(TYPICAL) i ; ..-, _ -N- - -:.- �11c -{� - � ,:r: � U •- : . .. : � � ,°. ;; FOOTING WITH 346 REBAR GQ HOROZONTALLY Ds_NEW BEAM NEW SECTION THOUGH GARAGE @ 8"O.C. A4 ECALE:I_I•-0 SCALE: "=1'-0" Zfkednoc4 1 � p GENERAL NOTE: A VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN A 0 r � I��,�►$ � � PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MA'I•F-RIAL5. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. y; CRIPPLE STUDS HEADER HEADER LAP DOUBLE 2X TOP HEADER SCHEDULE (UNLESS NOTED OTHERWISE ON DRAWINGS Wx DOUBLE 2X PLATE AT ALL CORNERS DOUBLE 2X TOP PLATE AND INTERSECTIONS SHALL BE AS FOLLOWS U TOP PLATE JACK STUDS JACK STUDS WIDTH OF OPENING HEADER SIZE O a Z3 STUDS MIN. AT ALL 2X STUD WALL E- SILL 2X MID-BLOCKING, CORNERS LESS THAN 6'LESS THAN -0" 2 2x8 ~" STAGGERED, TYR LESS THAN.8'-0" 2 2x10 � STUDSCRIPP JANB STUDSTHAN 10-0 2 2x12 U W TYPICAL ci SEE WALL LEGENDS ON EACH I TYPICAL WALL STUDS PLAN FOR STUD SIZE AND SPACING WALL STUDS p JAMB STUDS 2X SOLE THE MINIMUM UNIFORMLY DISTRIBUTE LOADS SHALL BE PROVIDED AS INDICATED: 2x SOLE PLATE MINIMUM UNIFORMLY DISTRIBUTED LOADS (PER SQUARE FOOT) PLATE y 1'- 1/4 i6" .C. ATTIC NTH STORAGE: 20 LBS. LIVE LOAD / 10 LBS. DEAD LOAD ROOMS OTHER THAN SLEEPING ROOMS: 40 LBS. LIVE LOAD 10 LBS. DEAD LOAD Ila n NOTES: NOTES: SEEPING ROOMS: 30 LBS. LIVE LOAD 10 LBS. DEAD LOAD 1. SEE WALL LEGENDS ON EACH PLAN FOR 1. SEE WALL LEGENDS ON GROUND SNOW.LOAD: 30 LBS. LIVE LOAD �■ .STUD SIZE AND SPACING. EACH PLAN FOR STUD SIZE TOP PLATE SPLICE DECKS60 LBS. LIVE LOAD/ 10 LB. DEAD LOAD 2. SEE HEADER SCHEDULE FOR HEADER, JACK AND SPACING. DETAIL UPLIFT CONNECTIONS STRAPS FASTENERS AND ATTACHMENTS: AND JAMB SIZES AND QUANTITIES. 2. SEE HEADER SCHEDULE 3. PROVIDE 2-20 SILL FOR ROUGH OPENINGS FOR HEADER, JACK AND JAMB AS PER R802.3.1, FRAMING CONNECTIONS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE UP TO 6'-0" WIDE.,PROVIVE 3-2X4 SILL FOR SIZES AND QUANTITIES WITH TABLE R602.3(1) AND R802.5.1(9). ROUGH OPENINGS GREATER THAN 6'-0 WOOD FRAMING FOR WOOD FRAMING FOR TABLE 3.1 NAILING SCHEDULE: WINDOW OPENINGS DOOR OPENINGS 2X WALL STUDS ROOF FRAMING (MAX. SPAN 32'. 9:12 PITCH OR GREATER). NUMBER OF NAILS / SPACING d SINGLE 2X SOLE PLATE RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER o 8 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER JOIST o FLOOR CONSTRUCTION- CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 6 EACH LAP a N SEE PLAN CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 6 EACH LAP 4 v COLLAR TIE TO RAFTER (FACE-NAILED) 5 PER TIE H H PLYWOOD SHEATHING BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END C7 I z �_ RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END M S=SISTER JOIST N DOUBLE 2X TOP PLATE o J x< (FULL LENGTH) WALL FRAMING NUMBER OF NAILS / SPACING WOOD JOISTS CONT. PLYWOOD G 2X WALL STUDS. STRIP TYPICAL AT PLATE TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT 1/4 SPAN MIDDLE HALF 1/4 SPAN INTERSECTION TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS-EACH SIDE OF SPAN L STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. NO H=HEADER C ES PLYWOOD BANDING HEADER TO HEADER (FACE-NAILED) 16d ® 16" O.C. ALONG EDGES STRIP DETAIL TOP OR BOTTOM PLATE TO STUD (FACE-NAILED) 2-16d PER 2x4 STUD 3-16d PER 2x6 STUD DATE:OS/20/07 Z BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d PER FOOT ° o NUMBER OF JOISTS HEADED OFF END JOIST OR BLOCKING (FACE-NAILED) SCALE: N 1/3 D N.T.S. MAX HOLES 1 H=1-2X 5=1-2X BOOR FRAMING NUMBER OF NAILS / SPACING DRAWN BY: 2 H=2-2X. 5=1-2X 3 H=2-2X S=2-2X 16d NAILS ®12" O.C. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST CIMS DREW >3 CONSULT STRUCTURAL BRIDGING / BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END ENGINEER OR PLANS ' BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK zIiiECICEDBY: 0 0 0 o o LEDGER STRIP TO BEAM (TOE-NAILED) 3-16d EACH JOIST. J.E.ROCHE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d,PER JOIST 1. IN NO CASE ARE NOTCHES TO BE PLACED IN NOTES: BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST BOTH THE TOP AND BOTTOM EDGES IF THE NEAR n BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT SIDES OF SUCH NOTCHES ARE CLOSER THAN 12" NOMINAL DEPTH OF NG. AND "S" SHALL MATCH ADJOINING FRAMING.N HORIZONTALLY, NOR ARE THE NEAR SIDES OF NOTES: NOTCHES AND BORED HOLES TO BE PLACED 2. CONNECT HEADED-OFF JOISTS TO HEADERS AND HEADERS ADJOINING FRAMING WITH METAL 1. APPLICABLE TO LVL& SAWN LUMBER CLOSER THAN 12° HORIZONTALLY, NOR ARE BORED HANGERS SIZED AND INSTALLED AS PER MFG. BEAMS AND HEADERS. HOLES T BE PLACED NEAR BOTH THE TOP AND RECOMMENDATIONS. 2. USE DETAIL AS SHOWN FOR MEMBERS UP W BOTTOM EDGES IF THE NEAR SIDES OF SUCH 3. CONNECT SISTER JOIST TO ADJOINING JOISTS TO 12" DEEP. FOR DEEPER MEMBER PROVIDE F" HOLES ARE CLOSER THAN 12" HORIZONTALLY. WITH 2-ROWS OF 16d RING-SHANK NAILS AT.16" ONE ADDITIONAL ROW OF NAILS ®CENTERLINE 2. NOTCHES AND HOLES OTHER THAN SHOWN 2 2X HEADER z MUST BE SUBMITTED TO THE ENGINEER FOR ON CENTER, FULL LENGTH. OF MEMBER. tttVVVVVVVVV 4. CONNECT ENDS Of SISTER JOISTS TO 3. FOR 3 PIECE MEMBERS, THE NAILING REVIEW. SUPPORT TO MATCH ADJOINING JOISTS. SPECIFIED IS FROM EACH SIDE. 2x4 NAILER ON 4. FOR LVL MEMBERS FOLLOW STRICTER NOTCHING AND HOLES SUPPLEMENTARY WOOD REQUIREMENTS of THIS DETAIL OR THE BOTTOM OF ALLOWED IN 2x WOOD FRAMING FOR HEADER , MANUFACTURERS REQUIREMENTS. TYPICAL 2 & 3 PI JOISTS FLOOR ROOF OPENINGS ECE TYPICAL HEADER CONSTRUCTION MEMBER FASTENING (SEE SCHEDULE FOR HEADER SIZES) DETAIL GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIIvvfENSIONS SHOWNA5 PRIOR TO NOTIFY ARCHIITTE TCING OF ANY INCONSISTENCIES FOR REVIEW AND CONSTRUCTION OR ORDERINGMATERIALS i APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. o d a • I�i w � UH O � a a ❑ IL-iiLi a ❑ ❑ ❑ ❑ FRONT ELEVATION LEFT SIDE ELEVATION o � DATE:05/20/07 SCALE: 3/16"=F-0" DRAWN BY: ❑ ❑ ❑ CHRIS DREW ❑ CHECKED BY: J.E.ROCHE ❑ ❑ ❑ ❑ ❑ Lim z o W RIGHT SIDE ELEVATION REAR ELEVATION w C7 W GENERAL NOTE: T VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN fL-1 PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALSXI NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTES & SPECIFICATIONS LIST OF DRAWINGS: CONSTRUCTION NOTES: USE ALL APPLICABLE PROJECT SPECIFIC NOTES AO COVER SHEET, BUILDING DATA & GENERAL INFORMATION- BUILDING PERMIT SET 1. THIS PROJECT IS DESIGNED UPON THE BASIS OF THE MAWACNU%7TS STATE 81111.0IN0 CODER LATEST EDITION AND CURRENT REGULATIONS AS WELL AS LOCAL,STATE AND FEDERAL REGMARONS REGARDING 1. THE ARCHITECT CH RECORD CERTIFIES THAT M THE BEST OF HIS AN BUILDING DATA & GENERAL INFORMATION- BUILDING PERMIT SET HEALTH AND SAFETY IN THE WOI(PLACE. XNGWEDGE,THE STRUCTURE AND ITS CLADDING COMPONENTS AS DESIGNED HEREIN NCE RATINGS TO.AND MELT O2 Exc®THE MINIMUM All PROPOSED ADDITION FLOOR PLANS 2 THE CONTRACTOR IS RESPONSIBLE FOR OBTANNG AND POSTING ALL NECESSARY VAUD CONSI MTIONt MOUTON PERMITS FROM ALL NECESSARY LOCAL.STATE AND FEDERAL AUTHORITIES HAVING WIND RESISTANCE RATINGS AS REWIRED TO SATISFY THE CODE 2. THE DESIGN REFERENCE OF COIPUMCE USED IS THE PRESCRIPTIVE A2 PROPOSED ELEVATIONS JURISDICTION PRIOR TO TIE START OF ON-SITE CONSTRUCTION. .. METHOD OF THE'WOOD FRAME CONSTRUCTION MANUAL(WCFM)1995 HIGH WIND EDITION. A3 SPARE NUMBER a THE CONTRACTOR ISSOLELY RESPONSIBLE FOR ALL CONSTRUCTION ACTIVITIES MATERIALS,MEANS AND METHODS.THE CONTRACTOR IS TO COOtIOMAE ALL SEPARATE SUBCONTRACTORS TO COMPLETETHE FT`I 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION OF FULL SCOPE OF WORK AS INDICATED IN THE CONSTRUCTION DOCUMENTS. ^ THOSE ANCHORING,NAILING'STRAPPING AND REINFORCING COMPONENTS A4 NEW FRAMING SECTION & CONSTRUCTION DETAILS 4. THE CONTRACTOR SHALL KEEP ALL BUILDING MEANS OF EOESS CIA OF ANY OBSTRUCTIONS AT ALL TAES ~U SPECIFIED AND ILLUSTRATED HEREIN.REFER TO SPECIAL WIND RESISTANCE O DETAILS CONTAINED 04 THIS SET O:DRAWINGS A5 FRAMING NOTES AND DETAILS- BUILDING PERMIT SET & THE CONTRACTOR SHALL NOT OBSTRUCT TRAFFIC OUTSIDE O:THE AUTHO MD CONSTRUCTION SITE OR ANY ADJACENT RIGHT OF WAY DURING CONSTRUCTION'UNLESS PRIOR APPROVAL IS OBTAINED PROM THE NECESSARY LOCAL GOVERNING AUTHOITES ` X1 EXISTING PLANS & ELEVATIONS — BUILDING PERMIT SET I. ALL CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE STORED NEATLY WITHIN THE SCOPE OF WOO AREA ONLY. 7. ACCESS TO THE WORK AREA IS TO BE RESTRICTED BY IHE CONTRACTOR.ENTRANCES ARE NOT TO BE LEFT UNATTENDED AT ANY TIME DOORS/GATES ARE NOT TO BE LEFT OPEN OR UNLOCKED.THE CONTRACTOR IS RESPONSIBLE FOR SECURING IHE AREA AND EWIPMENT WITHIN THE LMT OF WORK AND SITE OF THE BUILDING AS REQUIRED. & ALL DENS IS TO BE PROPERLY REMOVED FROM THE BUILDING DAILY,LEAVING THE MOT(AREA BROOM CLEAN.ALL OEBRIS 15 TO BE STORED ON SITE IN REFUSE WMPSIERS AND REMOVED PERIODICALLY. R ALL DEBRIS IS TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL.,STATE AND FEDERAL GUIDELINES AND LAWS 9. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY TEMPORARY WEATHER PROTECTION FOR THE BOLDING WRING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. V p 10. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE REMOVAL OF SNOW.RAINWATER ICE AND MUD FROM THE CONSTRUCTION SITE WRING THE FULL SCOPE OF COMMOTION ACTIVITY ON THE PROJECT. It ALL INTERIOR/EXTERIOR FlNISIES COLORS.TILES,FIXTURES,ETC...ARE TO BE SELECTED AND/OR APPROVED BY DIMMER PRIOR TO CMSIRUCTON. 12. PLUMBING/AEC HMICAL/ELECTRICAL/HVAC INTERIOR.WORK TO BE SEPARATELY PERMITTED. _ _ 1•c•l a . s BIBB WOOD FRAMING A RELATED WON( 1. GENERAL:ALL STRUCTURAL SAWN LUMBER SHALL BE NEVI-FIR Q INDICATES BUILDING DEPARTMENT REVIEW ONLY_OR BETTER AND IDENTIFIED BY GRADING STAMPS GRAPHIC SYMBOLS ABBREVIATIONS BUILDING BEDTIDN ' - EXISTING DOOR EXISTING WALL °.... TO REfyp(UN WALL TO ♦ <axmea ,eM`....awu_. •�I �\1 SYMBOLS uee0 AS ASBwevIBMpNB:bbcl; ALL TO BE CSAff BF9 aamu,r msulmi,m FOE fm.. NVAC M1«mS,v 77FMLVE� L ANGLE e0T b«mm NF CY eWivyva B, e6vu'vn�h'm® POP (e«af fvuA NWH nawelc«nmb� DOOR TO BE DENTERLPROPOSED C ONANNELINE BRB B DO .mnn e,� Bic el.ario(.B F09 t«<ef mud ,•. .•+•°'•°.1 REND V ARK brhil BLBV e�mr PP fuePmf N umde di®mc D C/TA�ILS 0 DIAMETER BSI ROOM NAME/NUMBER DESIGNATION 8 DHC dwoMv< B �d Q ° R .r.� ��(�e� Y ABBREVIATIONS: BW 6mn D NO, PROPOSED BATH—,.....w DB dw<lon wow dPoolNm EQP eatN mm PVR (� • r °••., D ®—nee....... AB99 HeWwea,mum a«I U.I' a<t^®i iurt BYf FLAT - Pmva - ENDO �� It111a namvedi@ 1. WINDOWS AS INDICATED ON PLANS SHALL HAVE DOUBLE PANE INSULATED WALL SECTION - A�BV mb.N v<boh NbmmAmb`amI' DtA mm,nbluvpPwmm EH]w(cB•0 ' wm.termw.kl OALV onlE�ad< DATE:05/20/07 LOW-E COATED TYPE UNITS FOR COMPLIANCE WITH THE ENERGY CODE u I ELEVATION DATUM AC °O<° cB.f a �i <4.w cB P.bbm )c jm,Em<mm tiwm EXTERIOR WINDOW/LOUVER TYPE ]SIT F r.<rv...rem 'mom me CF vubie fa«� D� a?^ XINfmjobd 6�D «mm.mr R joint _ 1. WINDOWS SHALL BE PRESSURE RAZED FOR WIND RESISTANCE AND BEAR A •°�., O .,.... AM 1m.L.r..°.... aw wj:w �Rcm� Dry alarm, owe °mve',m..0 b«,a SCALE: CERTIFIED DESIGN PRESSURE(OP)RATING AS ESTABLISHED BY THET AD. atlU1tl"bm OX. ®,m( DIRT tlml�mmu.bM F fw PSmam,� — ID,® x0 OVERHEAD PROJECTIONS• APP .bwe fw3rW Dam darvn FA �� N.T.S.ELEVATION INDICATOR d Ivu F\ J MULLED UNITS WHERE MEET T E ON PLANS SHALL BE BITER ALT Iblmm FACTORY REINFORCED AND TESTED i0 MEET TE DP AS A SINGE UNIT ON - CEILING HEIGHTS —`.':o„^•°•••,,a..ur.orrRe ALA �� cL0 c'w1s DF a�F«was FAy uw„ _ _ SITE REINFORCED WHERE DETAILED SPECIFICALLY ON THE PLANS WERE e":'r...... m,., ANc Rwn«, cLa cem(""°) nR am. Fe tmm m;rA He TILED bmb L (�, if A [�T ALIGNMENT DIES IONATION AP <«<npm<I < dP < D'fL d<mJ FD (lo«0<m He nallvv me LAg- Ivbm DMT,'FN BY: STRUCTURAL WOW MEMBERS(MULLIONS OR HEADERS)ARE SHOWN BETWEEN PARTITION TYPES., - AFPROX mmm.m c 01�1°Y m'n(d DW am,m FB r<m1wlslda,P H,C nm,m«� LAM ARCH niam Dw0 dnwms FRC F txWg.Wa«bmm FBJ n«vY dory LAV lev.mry amc UNITS ON THE PLANS THEY MAY NOT BE ELIMINATED. . m..r....,..,,,..m..°,R,,.„ A9P11 Do DO. w DOUR amwm FF F d'eor.I<vm� M1m � CHRIS DREW • REVISIONS �y� L. I<nel J. EGRESS WINDOWS-EACH SLEEPING ROOM SHALL CONTAIN ONE EGRESS Q —,<^•m••.-.., SLOPE DESIGNATION AEr° cwc Px a.I® Bar n.rym LH I� CHECKED BY: WINDOW.THE CLEAR OPENING SIZE IS 8 FT.FOR GRADE LEVEL ROOKS AND S7 INTERIOR ELEVATION INDICATOR BD bomd CONSf me fu<M««bmm HM halbw mml LVR Iv& mm«P <m,m1„am, ...,.°.. eB. belmv COIN eLm FP' fw'd,(.d) HOE hm—w LW IieMw� B FOR SECOND FLOOR BEDROOMS MINIMUM OPENING DOS HEIGHTL B IS 24 INCHES •^^•• pRTH ARROW —� •••.w,..rc•v..mmv<ne..r men ) INNn wan PIXT f< M1arm AND 20 INCHES IN WIDTH.THE SILL HEIGHT OF WINDOW SHALL BE 44 RICHES n B •..tea ,� e o baan� E ePa(.n ® ba `MO Lavy xp n®bPmnn ��a.m«mmn� J.E.ROCHE w.w.....w.°........,, DIMENBION STRINGER CAs c. .armbe Jl BF «<hfiw FLn00. Mmwcmt HTO h M mam MAIINUM ABOVE FINISHED FLOOR. _ . 8< m.wmmy«s MO n«r(mp) HT n<Um S DOOR NUMBER _ ....DRAWING TITLE DESIGNATION I. ALL STAIRS WITH 2 OR MORE RISERS SHALL NAVE A GRIPABLE HANDRAIL AS - ...........m.^Mu TM• H TITLE - PER CODE AND SHALL BE LOCATED 3e M 38'MAX.ABOVE NOSINGS ,, ... .• SMOKE DETECTOR 2. MAIOMUM RISER HEIGHT IS 8 1/4'AND MINIMUM TREAD WIDTH IS 9'. H9 MAs mocmy oP«� RRP refamm sv dsnv'uryl. VNA NTAIR H SHALL BE 11/4'MAXIM UM. OFV osP .wPmm RBFI. <fR.me sYM ymm<vy ilm9 vRs em„LQmIP . J. STAR HEADROOM SHALL BE NOT LESS THAN 8'-B'MEASURED VERTICALLY m «I as meg.wl« sxs ymo,1 vrR ma ' FROM THE NOSING MATERIAL SYMBOLS „Bn mmmfxPmP IUD, („ YWD :.ylnw.«Pma ENERGY CODE COMPLIANCE NOR PAR mo.m Pm r aead (a) E.y 1. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STATE a EARTH GIeA B<5... ABN m � R. r Imd w wm MASSAC HUSETTS RESIDENTIAL ENERGY CODE AND COMPLIANCE IS DBIONSIRAIED BY ..... MIx PL .Plam Tar TIRO m—.1I,Da nOsc m' sm,.v� PLAIN PWtim I®bmm RHv (a).(mra re <Lbm we wml. RPO Ire T. pI® WD b,m t�+Jyj ME ATTACHED REScheck ENERGY SOFTWARE REPORT. -- NOOO m�..mymwrms PLI WD phw«a n ,"�°, a ) MOD m lm FNL pl, 2 THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER SELECTION O DDINDRere BArr INeuunaN Mr IWI(ow PSI. Pmma•oa mnmm ro« anB(s fO®Im inG m.mnu v¢I w FIREPLACES OKI AND PIPING INSULATION.ELECTRICAL FIXTURES AND HVAC yqP �,e..;..t. Mn m<w F51 Pm.m PPR1 f— PSL paelkl mlmd n®bP Pr P,rm1.<o-a.a POU' :d_ TO A,mp.f« um .mPP.mr(m>v EQUIPMENT,PLUMBIAS AND FILOD UNDER ALL APPLICABLE COTES. ( am w,wol. ToM Ivmme wPr _v PF�t N m0 ITO tlVA-PLUMBING uD cCIRI-1 WORK NAT Imams« PmISP poP_wu �a— wwM w.md wn<m.n ® FINISHED WOOD RIGID INSULATION � � P!N �� diWma rOW Wotmal WSC( ParyvmYl dlmi& TR, ml lmPP di<penc O Mc axa PVc 9 ewAR SV minbvm 1. ALL BE IN AND COMPLIANCE YARN E-I52CIN STATE PLUMBING NON ammvw PVMf P.vemmd sc m<«< rrP tyymm U CODE-248WR AND THE ELECTRICAL CODE- S27CIDi - _ eDUGH woo m... rvs m.«'�MS OT scH na 1PeQlr ale sD d� SEC UC ndelmbmm WW��MMDR�1IFIfMWAA//WWAA��LMNW�� SINS enem- unenvlmm BLOCKING WiMWEAYrYWIWIi CARPETING B rva @ "Q eimJ,r URF mri waW <paiembm OC (<) RAID. �dius 93 mem<I<I u m«I V OD outuh dmmmm RB rubbm4b — m«I VB �<P«nmrW ®P OYWOOD OFO mvP fmnN,a RIP rthcmd«iWB DIED. IT,) Pmr.B< VT, vhryl I. vWehm RW rem(mmt«ummp'ryu 9TBDC d VBii vm�ti«I pavti®uI' GYPSUM BOARD OH orearied� RD rvofd� sU9P GENERAL NOTE: A O VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIIv1ENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. 1L�' NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. A. General: D. Concrete: 1. All design and construction required of the contractor by the contract documents shall be I. Concrete work shall conform to"Building Code Requirements for Reinforced - 11. Wood sills supported on concrete or masonry beneath all interior and exterior bearing performed in accodance with the governing building code and OSHA regulations, Concrete",and"Specification for Structural Concrete Buildings"(Latest edition,ACI walls and all members exposed to weather or moisture shall be preservative treated in supplemented by the contract documents.The governing building code used in the 318 and ACI 30]) accordance with"American Wood Preservers Association,Standard Cl". structural desin is the Massachusetts State Building Code,Sixth Edition,with the latest 12. Wood Stud walls shall be 2"x4"at 16"o.c.unless otherwise noted on the drawing adopted amendments. Where the edition of the reference standards cited in these notes 2. All concrete shall attain a compressive strength of F'C=3,000 psi at 28 days except for a floor to floor height greater than 10'-0"provide 2N6"at 16"o.c. W - is not given,the edition shall be as stated in the governing building code,or the latest 'T^ published edition if not stated in the governing building code. 3. Provide 6%plusiminus entrained air in all concrete exposed to earth or weather. 13. At all comer of perimeter wall provide for a(3)2"x6"comer post for a 2"x6"stud G-1,1 U wall and a(3)2"x4"comer post for a 2"x4"stud wall. 2. Structural contract documents shall be used and coordinated by the contractor in 4. All slabs on ground shall be placed on minimum 6"layer of 95%compacted sand and O conjunction with the architectural,mexhanical,electrical plumbing,fire protection,the stone. 14• Roof sheathing,sub-flooring and wall sheathing shall be APA-INT plywood with shop drawings and other submittals and the subsurface geotechnical data. exterior glue. At slopes of 4 Y2 and-steeper,plywood roof sheathing shall be min. Yg 5. The following minimum concrete cover shall be provided for reinforcing: . inch thick(I.D.Index 40/20)with a grade of C-D.Plywood sub-flooring and 3. All dimensions,elevations and conditions shall be verified in the field by the contractor a. Concrete placed against the earth 3 inches - plywood roof sheathing at flat roof and at slopes of shallower than 4%2 shall be 3�4" uJr and any discrepancies shall be brought to the attention of the architect/engineer for b. Sides of footings,walls and piers 2 inches to main steel thick with tounge and groove edges(I.D.Index 48/24)with a grade od C-D. Wall F`Ji clarification before proceeding with the affected part of the work.For work attached to c. Top of foundation slabs 2 inches sheathingshall be 1 thick D.Index 32/16 with a/2' (I. ) grade of C-D.Plywood roof t or within existing structures,the contractor shall t determine a all necessary dimension, sheathing at steep slopes shall have metal H-clips,solid blocking or tounge and W elevations and conditions required for the accurate fabrication and erection cu the 6. Reinforcing bars shall conform to ASTM A6I5,Grade 60.Lap bars 36 diameters at groove edges at panel joints. All plywood roof sheathing and sub-flooring shall be building components.Dimensions and elevations noted in the conteract documents as splices. secured with annular ring nails(staples are not to be permitted). Sheathing shall be (+/-)and all field conditions shall be verified in the field(VA.F.)by the contractor prior installed in strict accordance with manufacturers exposure,spacing and span ratings U to the submission of shop drawings. upon reciept of shop drawings,the architect/ 7. The contractor shall submit design mixes for all concrete. - and shall be stamped by a recognized agency to show those. o engineer has the tight to assume that all field dimension,elevations and conditions have n/ berm verified by the contractor and the shop drawings accurately reflect such 8. When exterior ambient tempratures are below 40°F,the contractor shell take whatever 15.Provide Simpson"H2.5"hurricane anchor clips or other equivalent 18 gauge steel ~ a verification unless stated otherwise on the shop drawings. means are necessary to maintain the temprature of freshly cast concrete above 50°F for framing anchor at all rafter supports. ^■ the first six days after placement. - '^ 4. Unless otherwise noted,detail,sections and notes contained in the contract documents y P 'I�■ shall be considered typical for all similar conditions. 9. All shoring shall remain in place ubtil concrete has attained 75%of its 28 day strength. 10. All concrete,formwork shall remain in place for a minimum of 7 days unless B. Shop Drawings: \ authorized otherwise by the architect/engineer. I. Checked shop drawings first reviewed and approved by the contractor,shall be submitted to the architect/engineer for review and comments before fabrication,or 1 delivery of material not requireing fabrication,can proceed. Shop drawings submitted - - F. SOII Bearing to the architect/engineer without first being stamped"Reviewed"by th contractor shallbe returned without being reviewed bt the architect/engineer.Review of shop E. Rough Carpentry I. SPARE# - drawings by the architect/engineer shall not relieve the contractor from comforming to 1 All rough framing forjoists,girders,rafters and studs in load bearing walls taller than the requirements of the contra documents. 8'4'shall be Spruce-Pine-Fur#2,Southern Pine#2,Hem-Fir#2 or better.Fb(single 2. Proposed changes,substitutions or deletions made b the contractor to the contract use)-875 psi. Fb(repti6ve use)=1,000 psi.E=1,300,000 psi.Lumber for exterior ai •+ P 8 Y exposure shall be Southern Pine#2 and shall be pressure treated with a preservative. 2. All footings shall be carried down to a natural,competent,undisturbed,granular c'y documents shall be submitted to the architect/engineer for review and comments prior Fb(repetitive use)=1260 psi material having a minimum safe bearing capacity of 2.0 torts per square foot. rn F 0, . to their incorporation into theproject. The submission shall highlight and note the _ proposed change,substitution or deletion to the contract,documents which do not - f disturbed and unsuitable o em Roval ble materials end placing,compacting and testing of ta 3. C7 ^' follow this review proceedure shall be considered unacceptable. 2.. Post shall be Douglas Fir#1 grade or better,surfaced dry with a maximum moisture compacted.gravel fill shall only to preformed by the general contractor while a content of 19%at the time of dressing. _ professional geotechnical engineer,registered in the state in which the project is 3. Record sets of submittals(i.e.Shop drawings,Samples,Product data and Certificates) r located and retained by the owner,is observing the work. shall be maintained in the field office by the contractor.Construction shall only be 3. Notching in top t bottom of joists shall not exceed /6 the depth j the s steal and shall _ not be located in the middle third of the span. Holes bored in the joists shall not be performed from reviewed by the contractor and reviewed and not rejected by the 4. Bottom of footing elevations shown on the contract document are minimum depths architect/engineer. within 2"of the top or bootom ofjoist and shall not exceed y the depth of the joist. and are not to be construed as limiting in any way the amount of excavation necessary 4. Where joist ends are decayed,enlarge brick pockets,install new joist next to existing to reach a sufficient bearing stratum.No footings or slabs shall be placed in water or frozen ground. In general all exterior construction shall be carried down to a_ .joist end remove decayed portion ofjoist. minimum of 4'4'below finished,adjacent exterior grade. C. Miscellaneous Metal S. In studs of bearing walls,notches made to receive ductwork or pipe shall not be more , DATE:05/20/07 All steel shall be new and un-s Irced conforming to the following ASTM designations: than%the depth of the studs or the studs shall be doubled or otherwise reinforced. G. Reinforced Concrete Masonly 1. P B g gna6ons: - Shapes,plates,bars and rods;A36 6. Minimum post sizes where o are perpendicular al a stud wall or free standing Square or rectangular HSS;ASTM A500 Grade B, FY=46 ksi posts(either solid or built upp out o 1. All reinforced concrete masonry shall conform to the latest edition of the NCMA SCALE: out of 2x4's or 3x6's)shall be installed with a width to at "Specification for the design and construction of load-bearing concrete masonry" N.T.S. Steel pipes;ASTM A53 grade A%#grade B least match the width of the supported girder and a bearing length to match the wall DRAWN BY; . Anchor bolts;A307 with standard nuts and%6 inch thick plate washers width. Where solid posts are specified on the plans,do not substitute post built up 2. Concrete masonry units shall conform to the ASTM C90,Grade N,Type 1,Normal Expansion,chemical and sleeve anchors;As manufactured by"Hilti from 2x lumber. weight With an average minimum compressive strength of 2,000 pounds per square CHRIS DREW Corporation"or approved equivalent. - inch on the net area. CHECKED BY: Shop primer, TNMEC series FM88 grey or approved equivilent. 7. All"Microlams"and"LVL"members shall have the following minimum properties: J.E.ROCHE a. 3. Mortar shell conform to ASTM C270,Type S and shall develop a compressive E=1,900,000 psi 2. All steel shall be detailed in accordance with the latest edition of AISC"Detailing for b. Fb=2600 psi - strength of 1,800 pounds per square inch at 28 days. Steel Construction". The detailing shall incorporate all clearances necessary to c. Ft=1830 psi 4. Grout shall conform to ASTM C476, produce the proper erection connecting and fit-up. d. Fc(perpendicular)=750 psi fine or coursetype,and shall have a minimum e• Fc(parallel)=2310 psi - 28 day compressive strength of 2,500 pounds per square inch. 3. All shop and field welders shall be currently certified in accordance witht he f. Fv=285 psi epplicableAW S Dl.l requirements for the type,position and process required. 5. All reinforcing bars shall conform to ASTM A615,grade 60 typically,reinforcing - Electrodes for shop and field welds shall comply with the applicable AWS Dl.l and g, All" , "beams shall have the following minimum properties: reinforcing material shall conform to ASTM A82 and shall have a minimum =200 bars being welded shall conform to A706,Grade 60.Deformed horizontal truss = D1.4 requirements as follws: a. E 000,000 psi b. Fb=2900 psi cross-sectional areas indicated on plan or in sections. (� minimum yield strength of electrodes,70 ksi � c. Ft=2400 psi (~ d. Ft(perpendicular)=750 psi 6• Provide horizontal and vertical reinforcing as noted on the drawings and fill all C 4. All steel exposed to weather or moisture,whether noted as such in the contract e. Fc(parallel)=2900 psi reinforced block cells with grout. Z drawings or not,including but not limited to;structural steel,lintels,bolts,nuts f Fv=290 psi 7. Grouting shall be limited to a maximum wall height of 4 feet per lift, washers,bollards and sill angles shall he cleaves in accoedance with SSPC-SP8, "Pickling",then hot dipped galvanized after fabrication,then if recieving additional 9. Unless otherwise noted all nailing and fastening shall be in accordance with 8. Provide 48 diameter laps for all reinforcing unless noted otherwise. coating,cleaned in accordance with SSPC-SP7"Brush offblast cleaning". Appendix"C"and table 2305.2 of the governing building code. W 5. Connections shall be designed by the fabricator in accordance with the applicable 10.Where required by the contract documents,all metal connectors forwood AISC"Manual of Steel Construction-ASD,Ninth Edition and/or LRFD,Second construction,included but not limited to;joist,beam and saddle hangers,post and H. Pre-Construction Meeting Edittion"and AISC"Manual of steel construction-Vol.2-Connections(ASD)and/or column bases and caps,bridging,holddowns,hinge connectors and strapping shall be 1. A meeting in required to be conviened a minimum of two weeks prior begining any LRFD Versions". hot-dipped galvanized metal shapes as manufactured by"Simpson Strong-Tie construction activity on the site. The owner is to notify the achitect of proposed 6 Company,inc."and be attached by the contractor as per the"Simpson Strong-Tie" construction start schedule,min of 30 days prior to proposed start. Fitted full depth wed stiffeners,each side of beams and girders equal to web thickness, - Y � & q s specifications. shall be provided at all beams and girders,supporting column loads or cantilevering co over columns. 2. The schedule of construction inspection and sub-contractor coordination will be . established at this meeting. GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN _ PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. AN NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. r t a w can t�f6 . 46dAl 2 CAR DN rr / ry GARAGESol F m .rile ' �y - � � 4, ❑ Ct J H E y F+V UP STORAGE-EAVE SPACE DN .. GARAGE - + _ DATE:05/19/07 x DATE:06/06/07 SCALE: 3/16"=P_0" DRAWN BY: SECTION THRU GARAGE CFMS DREW .. . CHECKED BY: PARTIAL SECOND FLOOR PLAN PARTIAL FIRST FLOOR PLAN J.E.ROCHE • , - O O s dd .. O ' a • O a GENERAL-NOTE: AlERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN 1L�1 PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. P-4 u oa r ASPHALTSHINGLES(TOMATCHEMSTING).RIDGE RIDGE - MH NO WORK TO THIS AREA .,., cEOAR SHINGLES(ro WOOD TRIM(TO MATCH EXISTING) MATCH XSISTNG) ATTIC Arnc NO WORK TO THIS AREA v I ASPHALT SHINGLES(TO a MATCH EXISTING( 3 f MASTER BEDROOM MASTER BEDROOM 'I�III ❑ ❑ CEDAR SHINGLES(f0 --------------- --------------- MATCH IXISnNG) GARAGE. GARAGE EXI5TIW NEW NEW,.. EXISTING ., WOOD TRIM(TO MATCH E)GSTING) _ FRONT ELEVATION LEFT SIDE ELEVATION [ ' E H M WOOD TRIM(TO MATCH EXISTING) - DATE:05/20/07 ASPHALT SHINGLES(f0 MATCH EXISTNG) ' RIDGE RIDGE NO WORK TO THIS AREA NO WORK TO THIS AREA ASPHALT SHINGLES(TO MATCH EXISTING) M h" SCALE: ATTIC ATTIC 3/16"=F-0" DCHRIS DREW ❑ CHECKED BY: CEDAR SHINGLES(TO MATCH EXISTING) r ❑❑ -❑❑ .v - - - MASTER BEDROOM MASTER BEDROOM CEDAR SHINGLES(TO ❑ z MATCH EXISTING) r-I WOOD TRIM(TO MATCH EXISTING) r-I Q GARAGE GARAGE EmElffi. NEW NEW ExI-- W W RIGHT SIDE ELEVATION REAR ELEVATIONcon Q a ' W GENERAL NOTE: A /1 VERY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN LL]1L PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. J 24X10 RAFTERS 2-2X10 RAFTERS 2-11-}'LVL HEADER x - 2X10 RAFTERS @18'O.C. � - Ew - 3-20 RDGE BEAM q 5-2%4 POSTUPIDN YJJ.•yy s 2-Iq LVL HEADER- POST URON _ 5 X4s• ��^^�_ X4s - . 5-2X4s POS UPON - 2:11+]'LVL HEADER - P0.5 URDN POST UP/DN - - POST UP r y. - .5-2X4s .•. _ ^� POST UP 10 FTER9®18'O.C, / .. pr/�� � .' 11�}°LVL HEADER ,I� _J 3 iq.TJ1110@1°O.C.• y _ _ - . _ ;. FLOOR FRAMING PLAN a m , w NEW ROOF FRAMING-PLAN � - '- SECOND F '� � r~ - •_ 2T 3000 P.S.I.STEEL RNFORCEO FROST A4 10'3000 P.S.I.STEEL RINFORCED FROST - WALLWITH 3406 REBAR HOROZONTALLY WALL WITH 04 REBAR VERTICALLY - - - - •\ - . - - S°OC. DATE:05/20/07 1 SCALE: 13'OROPS 3/16"=P-0" DRAWN BY: ' V SX6 WIRE RINFORCED3000 P.S.I. - - ..�/// • \ ` CHRIS DREW CONCRETE SLAB OVER&'CRUSHED P - '� COMPACTED GRAVEL WITH 6 PAL CHECKED BY: .a• ° VAPOR BARRIER r"CAL) { r' J.E.ROCHE C.C_ �F.TIN.' WITH 94P4 REEAR - �\ - - hint(TYPICAL) - - \••_ _ a O - ti AO . ITDROP " W /1 NEW FONDATION SECTIONcn O Q a GENERAL NOTE: A VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN !/mil• PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. - 3 NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. OR NEW DORMER WALL FRAMING R'� CANTILEVERED 3-20"LVL BOOR JOIST RIDGE ' TOP PLATE RAFTER SINPSON 2XIO RAFTERS HANGERS 2X10 RAFTERS @ 16"O.C. MARDI-PLANK H2 HURRICANE - U - - TIE BY SIMPSON, ` - - - INSTALL AS PER - MFR'S SPECS. WALL EXISTING WALL FRAMING BRIE. USE AT ALL ROOF RAFTERS✓L AT' - 14 SHEATHING CANTILEVERREO FLOOR MSTS AS REQUIRED NOTE:.OVER LAP SHEATHQVG2'urmER_ D2 RAFTER TIE-DOWN DETAIL \ U OVER AND 2'ABOVE FLOOR JOIST - L - • A4 SCALE:IJ4'el•_B• D 1 .RIDGE BEAM DETAIL U SEISMIC LAP ATSIDE WALL • LE. _— A4 SCALE: F-OI i A4 N.T.S. �. NEW CONCRETE FILLED 3-1/2"STEEL r COLUMN TO}"X8"X I I"BASE BOLTED TO I FOOTING IMBEDED IN 1/4" E F LEVELING 3_— S L 2 GROUT WITH 5"CONCRETE OVER FOOTING D1 � AND AROUND COLUMN. A4 20"LVL D E V , 3- L RIDGE BEAM ' 5"6X6 WIRE.RINFORCED 3000 P.S.I. ° CONCRETE SLAB OVER 6"CRUSHED COMPACTED GRAVEL CONTINUOS RIDGE V — ° WITH 6 MIL: . VAPOR BARRIER(TYPICAL) a 6"O d a f o 2X6 CEILING JOISTS @ C�� . . a a< . °e C NEW 24"X 24'X 24"3000 P.S.I. N o., X10 RAFTERS 16"O.C. a; ' CONCRETE FOOTING WITH#S REBAR @ 2 ° AT 6"O.0 E c c - - ASPHALT TO MATCH SPHALT SIIINGELS TO MATCH HOUSE � N: H U. ° ° x HOUSE s"PLYWOODM 3"CL a ROOF SHEATHING a 2 MIN M1 . R 37 CEILING INSULATIO D2 a 1=1 I=1 =1 = -1 =1 I= CRUSHED STONE BASE - �1 A4 FRA 16"O —1 l-1 111-1 III-111�— COMPACTED EARTH. MING @ 2X4 O.C. "BLUEBOARD _—WITH"'VENE ,` 2XIO RAFTERS 16"O.C. D4 NEW COLUMN AND FOOTING SECTION DETAIL _ = D2 �' PLASTER.OVER DATE:05/20/07 A4 SCALE:P-r-0 _ A4 I X3 STRAPPING 2 T 6"O.C.16"O.C. 9- JI 110 @1' .• p SCALE' • AS NOTED 1X8 P.V.C. FASCIA MASTER BEDROOM -11-Z"LVL HEADER DRAWN BY: 2 "CONTINUOS SOFFIT VENT CHRIS DREW 2 FRAMING@ 16"O.C.(TYPICAL) CHECKED BY: e . ,� • � (TYPICAL) - c�L J.E.ROCHE ' L 2'LAYERS OF 2"FIRE RAT 4"X24"X24"3000 P.S.I 5"6X6 WIRE RINFORCED 3000 P.S.I. G.W.B.OVER 1X3 STRAPPING @ 16" CONCRETE FOOTING 4-20'L LVLs CONCRETE SLAB OVER 6" (TYPICAL) WITH 94 4 REBAR - CRUSHED COMPACTED GRAVEL D4 �� R 30 FLOOR INSULATION ®C MAT(TYPICAL) WITH 6 MIL. "z ® R13 WALL INSULATION(TYPIC A4 3 ALLY COLUMN(TYPIC VAPOR BARRIER(TYPICAL) O z r. O 0 3000 P.S.I. STEEL RINFORCED FROST W u ® — ARAGE WALL WITH#4 REBAR VERTICALLY NEW 4-20"LVL BEAM g 6"O. H W _ @1 C ® I R14 RIDGID INSULATION' Q 1/2"X 8-1/2"GALV,LAG BOLTS li — —i �.I— -1 II— - �ym1 T 1 1 l I Q fn r TYPICAL WITH WASHERS INTO SOLID — —� m t � m-Int��1ID- - .22" 3000 P.S.I. STEEL ORCED- O U FRAMING(TYPICAL) U O FOOTING WITH 346 REBAR pq HOROZONTALLY Ds NEW BEAM NEW SECTION THOUGH GARAGE @ 8"O.C. A4 SCALE:1• 1 SCALE: "=1'-0" a Alt )A�e-ryoy- Sa����� Q�GENERAL NOTE: a .. ,//���j/u� �j•'��t +� ,� �6 " VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIIvfE:NSIONS SHOWN ��4 � hE \/� V�\ V 1D 6► �� OTff Y ARCHITECT TO O F ANY INCONSISTENCIES OR REVIEW AND'ING CONSTRUCTION OR ORDERING S APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. CRIPPLE STUDS HEADER HEADER LAP DOUBLE 2X TOP HEADER SCHEDULE (UNLESS NOTED OTHERWISE ON DRAWINGS DOUBLE 2X DOUBLE 2X PLATE AT ALL CORNERS TOP PLATE TOP PLATE AND INTERSECTIONS SHALL BE AS FOLLOWS : �,u JACK STUDS JACK STUDS 3 STUDS MIN. AT ALL 2X STUD WALL WIDTH OF OPENING HEADER SIZE SILL 2X MID—BLOCKING, CORNERS LESS THAN 4'-0" 121 2x6 Cn CRIPPLE STAGGERED, TYP. LESS THAN 6'-0" 2 2x8 LESS THAN 8'-0" 2 2x10 STUDS JANB STUDS LESS THAN 10'-0" 2 2x12 U TYPICAL c.i SEE WALL LEGENDS ON EACH WALL STUDS TYPICAL PLAN FOR STUD SIZE AND SPACING WALL STUDS JAMB STUDS 2X SOLE t I THE MINIMUM UNIFORMLY DISTRIBUTE LOADS SHALL BE PROVIDED AS INDICATED: 9 Ir 2X SOLE PLATE MINIMUM UNIFORMLY DISTRIBUTED LOADS (PER SQUARE FOOT) PLATE i' — 1/4 16" .C. ATTIC WITH STORAGE: 20 LBS. LIVE LOAD / 10 LBS. DEAD LOAD 1 < — -,I` ROOMS OTHER THAN SLEEPING ROOMS: 40 LBS. LIVE LOAD / 10 LBS. DEAD LOAD 'Iq•'I a NOTES: NOTES; TYP. SLEEPING ROOMS: 30 LBS. LIVE LOAD / 10 LBS. DEAD LOAD �"ul 1. SEE WALL LEGENDS ON EACH PLAN FOR 1. SEE WALL LEGENDS ON GROUND SNOW LOAD: 30 LBS. LIVE LOAD �■ STUD SIZE AND SPACING. EACH PLAN FOR STUD,SIZE TOP PLATE SPLICE DECKS 60 LBS. LIVE LOAD/ 10 LB. DEAD LOAD 2.ANDSEE AMBEADER SCHEDULE FOR SIIZES AND QUANTITIES. 2. JACK 2NDSEEAHEADER SCHEDULE DETAIL UPLIFT CONNECTIONS, STRAPS, FASTENERS AND ATTACHMENTS: B. PROVIDE 2-20 SILL FOR ROUGH OPENINGS FOR HEADER, JACK AND JAMB AS PER R802.3.1, FRAMING CONNECTIONS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE UP TO 6'-0" WIDE. PROVVE 3-2X4 SILL FOR SIZES AND QUANTITIES WITH TABLE R602.3(1) AND R802.5.1(9). ROUGH OPENINGS GREATER THAN 6'-0". WOOD FRAMING FOR WOOD`FRAMING FOR TABLE 3.1 NAILING SCHEDULE: WINDOW OPENINGS DOOR OPENINGS 2X WALL STUDS ROOF FRAMING (MAX. SPAN 32'. 9:12 PITCH OR GREATER) NUMBER OF NAILS / SPACING SINGLE 2X SOLE PLATE RAFTER TO TOP PLATE (TOE—NAILED) 3 PER RAFTER CEILING JOIST TO TOP PLATE (TOE—NAILED) 3 PER JOIST o z FLOOR CONSTRUCTION CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) 6 EACH LAP .1 SEE PLAN CEILING JOIST LAPS OVER PARTITION (FACE—NAILED) 6 EACH LAP 98 H PLYWOOD SHEATHING COLLAR TIE TO RAFTER (FACE—NAILED) 5 PER TIE E �' BLOCKING TO RAFTER (TOE—NAILED) 2-8d EACH END m I ? �� RIM BOARD TO RAFTER (END—NAILED) 2-16d EACH END S=SISTER JOIST N DOUBLE 2X TOP PLATE x< (FULL LENGTH) WALL FRAMING NUMBER OF NAILS / SPACING CONT. PLYWOOD G 2X WALL STUDS WOOD JOISTS STRIP TYPICAL AT PLATE TOP PLATE TO TOP PLATE (FACE—NAILED). 2-16d PER FOOT T/4 SPAN MIDDLE HALF .1/4 SPAN INTERSECTION TOP PLATES AT INTERSECTIONS (FACE—NAILED) 4-16d JOINTS—EACH SIDE OF SPAN STUD TO STUD (FACE—NAILED) 2-16d 24" O.C. PLYWOOD BANDING HEADER TO HEADER (FACE-NAILED) 16d ® 16" O.C. ALONG EDGES NOTCHES -- - --- - H=HEADER �" STRIP DETAIL TOP OR 80TTOM PLATE'TO STUD (FACE-NAILED) 2-16d PER 2x4•STUD-__. 3-16d PER 2x6 STUD - DATE:05/20/07 z BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d PER FOOT 0 0 0 0 NUMBER OF JOISTS HEADED END JOIST OR BLOCKING (FACE—NAILED) N OFF: SCALE: 1MA D HOLES 1 H=1-2X 5=1-2X FLOOR FRAMING NUMBER OF NAILS / SPACING N.T.S. 2 H=2-2X S=1-2X DRAWN BY: 3 H=2-2X S=2-2X 16d NAILS ®12" O.C. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST CHUS DREW >3 CONSULT STRUCTURAL BRIDGING / BLOCKING TO JOIST (TOE—NAILED) 2-8d EACH END ENGINEER OR PLANS ' BLOCKING TO SILL OR TOP PLATE (TOE—NAILED) 3-16d EACH BLOCK CHECKED BY: NOTES 0 0 0 0 0 LEDGER STRIP TO BEAM(TOE—NAILED) 3-16d EACH JOIST J.E.ROCHE ' JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-8d PER JOIST 1. IN NO CASE ARE NOTCHES TO BE PLACED IN NOTES; o 0 0 0 o BAND JOIST TO JOIST (END—NAILED) 3-16d PER JOIST BOTH THE TOP AND BOTTOM EDGES IF THE NEAR 1. NOMINAL DEPTH OF "H" AND "S" SHALL BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) 2-16d PER FOOT SIDES OF SUCH NOTCHES ARE CLOSER THAN 12" MATCH ADJOINING FRAMING. HORIZONTALLY, NOR ARE THE NEAR SIDES OF 2, CONNECT HEADED—OFF JOISTS TO HEADERS NOTES: NOTCHES AND BORED HOLES TO BE PLACED AND HEADERS ADJOINING FRAMING WITH METAL 1. APPLICABLE TO LVL & SAWN LUMBER CLOSER THAN 12" HORIZONTALLY, NOR ARE BORED HANGERS SIZED AND INSTALLED AS PER MFG. BEAMS AND HEADERS. HOLES TO BE PLACED NEAR BOTH THE TOP AND RECOMMENDATIONS. 2. USE DETAIL AS SHOWN FOR MEMBERS UP W BOTTOM EDGES IF THE NEAR SIDES OF SUCH 3. CONNECT SISTER JOIST TO ADJOINING JOISTS TO 12" DEEP. FOR DEEPER MEMBER PROVIDE F" HOLES ARE CLOSER THAN 12" HORIZONTALLY. WITH 2—ROWS OF 16d RING—SHANK NAILS AT 16" ONE ADDITIONAL ROW OF NAILS ®CENTERLINE 0 2. NOTCHES AND HOLES OTHER THAN SHOWN 2 2X HEADER MUST BE SUBMITTED TO THE ENGINEER FOR 4. CENTER, FULL LENGTH. OF MEMBER. Z REVIEW. CONNECT ENDS Of SISTER JOISTS TO 3. FOR 3 PIECE MEMBERS, THE NAILING ISUPPORT TO MATCH ADJOINING JOISTS. SPECIFIED IS FROM EACH SIDE. 4. FOR LVL MEMBERS FOLLOW STRICTER 2x4 NAILER ON NOTCHING AND HOLES SUPPLEMENTARY WOOD REQUIREMENTS OF THIS DETAIL OR THE BOTTOM OF ALLOWED IN 2x WOOD FRAMING FOR MANUFACTURERS REQUIREMENTS. HEADER JOISTS FLOOR/ROOF OPENINGS TYPICAL 2 & 3 PIECE TYPICAL HEADER CONSTRUCTION MEMBER FASTENING (SEE SCHEDULE FOR HEADER SIZES) DETAIL GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DRv1ENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. R r i fe • � G G a e g a • n FRONT ELEVATION LEFT SIDE ELEVATION DATE:05/20/07 r x v ,a t, , • °• s m " SCALE: •> „ 3/16"=1'-0" DRAWN BY: 3' _ ❑ Y . . ❑ � � �CHRIS DREW S ' CHECKED BY: ' ",'J.E.ROCHE ,. w' r ❑ k --_ ❑ z , o H 4�2 RIGHT SIDE ELEVATION REAR ELEVATION .r _ a GENERAL NOTE: �YT 1 W - VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN �1\ 1 _ - - PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS..- i - NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND. APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTES & SPECIFICATIONS LIST OF DRAWINGS: CONSTRUCTION NOTES: USE ALL APPLICABLE PROJECT SPECIFIC NOTES AO COVER SHEET, BUILDING DATA & GENERAL INFORMATION- BUILDING PERMIT SET 1. THIS PROJECT IS DESIGNED UPON THE BASIS OF THE MASSACHUSETTS STATE EULDING CODE,LATEST EDITION AND CURRENT REGULATIONS AS HELL AS.LOCAL,STATE AND FEDERAL REGULATIONS REGARDING 1. THE ARCHITECT OF RECORD CERTIFIES THAT TO THE BEST OF HIS AN BUILDING DATA & GENERAL INFORMATION- BUILDING PERMIT SET - HEALTH AND SAFETY IN THE WORKPLACE. - KNOWLEDGE,THE STRUCTURE AND ITS CLADDING COMPONENTS AS DESIGNED HERON CONFORM TO,AND MEET OR EXCEED THE MINIMUM Al PROPOSED ADDITION FLOOR PLANS 2. THE CONTRACTOR IS RESPONSIBLE MR OBTAINING AND POSTING ALL NECESSARY VAUD CONSTRUCTION/DEMOLIMON PERMITS FROM ALL NECESSARY LOCAL,STATE AND FEDERAL AUTHORIMS HAVING WIND RESISTANCE RATINGS AS REQUIRED TO SATISFY THE CODE. Ap PROPOSED ELEVATIONS - JURISDICTION PRIOR TO THE START OF ON-SITE CONSTRUCTION. rT, 2. THE DESIGN REFERENCE OF COMPLIANCE USED IS THE PRESCRIPTIVE - METHOD OF THE•9E00 FRAME CONSTRUCTION MANUAL(NCFY)1995 A3 SPARE NUMBER 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION ACTIVITIES,MATERIALS.MEANS AND METHODS.THE CONTRACTOR IS TO COORDINATE ALL SEPARATE SUBCONTRACTORS TO COMPLETE THE HIGH MIND EDITION. FULL SCOPE.OF WOO(AS INDICATED IN THE CONSTRUCTION DOCUMENTS. ^ 3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER INSTALLATION OF A4 NEW FRAMING SECTION & CONSTRUCTION 'DETAILS - - 4. THE GXINTRAc1DR SHAG KEEP ALL suILDINc-MEANS CIF Eq�$s aEAR d:am aasTRucnals AT aLL mHs P-4 THOSE ANCHORING,NAILING,STRAPPING AND REINFORCING COMPONENTS - - SPECIFIED AND ILLUSTRATED HEREIN.REFER TO SPECIAL WIND RESISTANCE A5 FRAMING NOTES AND DETAILS- BUILDING.PERMIT SET & THE CONTRACTOR SHALL NOT OBSTRUCT TRAFFIC OUTSIDE OF THE AUTHORIZED CONSTRICTION SITE OR ANY ADJACENT RIGHT OF WAY DURING CONSTRUCTION,UNLESS PRIOR APPROVAL IS OBTAINED FROM O a DETAILS CONTAINED IN THIS SET OF DRAWINGS. THE NECESSARY LOCH.GOVERNING AUTHORITII S. Xt EXISTING PLANS & ELEVATIONS - BUILDING PERMIT SET F�-I ` 8: ALL CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE STORED NEATLY WITHIN THE SCOPE OF WORK AREA ONLY. N • ._ 7. ACCESS TO THE WORK AREA IS TO BE RESTRICTED BY ME CONTRACTOR.ENTRANCES ARE NOT TO BE LEFT UNATTENDED AT ANY TIME,DOORS/GATES ARE NOT TO BE LEFT OPEN OR UNLOCKED.THE V-I g CONTRACTOR IS RESPONSIBLE FOR SECURING THE AREA AND.EQUIPMENT WITHIN THE UNIT OF WOK AND SITE OF THE BUILDING AS REQUIRED. & ALL DEBRIS IS TO BE PROPERLY REMOVED FROM THE BUILDING DAILY,LEAVING THE WORK AREA BROOM CLEAN.ALL DEBRIS IS TO BE STORED ON SITE IN REFUSE OIAPSTERS AND REMOVED PERIODICALLY. L p • J^ ALL DEBRIS IS TO BE DISPOSED OF IN ACCORDANCE NTH ALL LOCAL,STATE AND FEDERAL GUIDELINES AND LAWS WJuy 9. THE CONTRACTOR IS M PROVIDE ALL NECESSARY TEMPORARY WEATHER PROTECTION FOR THE BURRING DURING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. i A'f"I F4 M.Ly THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE REMOVAL OF SNOW,RAINWATER,.ICE AND MUD FROM THE CONSTRUCTION SITE WRING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. H. ALL INTERIOR/EXTERIOR FINISHES,.COLORS,TILES,FIXTURES,ETC..:ARE TO BE.SELECTED AND/OR.APPROVED BY OWNER PRIOR TO CONSTRUCTION. : e. 12. PUUMENG/MECHMICAL/FLECTRICA,/HVAC INTERIOR WORK TO BE SEPARATELY PERMITTED. - F'�•I a INDICATES BUILDING DEPARTMENT REVIEW ONLY. N v B WOOD FRAMING A:RELATED . . 1. GENERAL:ALL STRUCTURAL SAWN LUMBER SHALL.BE-HEN-FIR/2 OR - BETTER AND.IDENTIFIED BY GRADING STAMPS72 h `a CI. M GRAPHIC SYMBOLS ABBREVIATIONS EXISTING DOOR EXISTING WALL - . - - TO RE IN. - TD-REPDR� 444 . - • u1i OW°'J J SYMBOLS U AS EV BbYO e:bbckmg CSMP �� -. -- aff9 FITP r<wdmi°n HVAC nmY,p.v ®®�Q\I WALL TO BE caxmN eNaewg s ' VET t BOi `—, CY <b `- "r�.E. etvm�ry�p OF f°ceWlv,ian HWHJ A�xwu MawO1 .. - USED BSR DOOR TO BE PROPO BED _ BRO bemme - - CO c gumi BLBC l.<mc(eR _ F09 (wa ormW IN mWe_di®emr DENTERLNE 0 ow.J REMOV : ` BRK — aLBV -elevemr FP fvapr°.f HANNEL AMETEK . _ - BSI bM.da RMBa .mmpm<Y FA' RWm WI Ow CAN ' DETAILS _ // ' - B. be.mimt h BNCL embme FRT fewr<bNem NSgUl �°B) * ABBREVIATIONS: BW b<Ih weri D �B01 aQ -,,w FTR - ROOM NAME/NUMBER DEB BNATION_._ _--_.- DBC danrWv. -BQP FUR _[Jmed' a+T+ -. s .- -. .._- - , _ _. w dmndeh ed . mpmml PROPOSED ,.. .-„•._BATH. ...� - -T...-. .r;.� -.._ ..._ PUT__ ruse - WINDD ITS— m..°•••^ - Aarch mgmed WJw WeI T P 'ryru(.dA(im9 m - am pry ft Al,B .n<nwbdl . cAe <WAn(.) rowtW, awc mm�o.mrmolm OA cem.em®. ,rym DATE:OS/20/07... 1. WINDOWS AS INDICATED ON PLANS SHALL HAVE DOUBLE PANE INSULATED - .: ea b.em - DtA aim..mr - air ° De ®eb bm Ic - , WALL'BECTION ELEVATION DATUM •- AAe usP<e1 C@r ,�6 a � HX92'6 OALV .NmJiud Im¢mcl.,m LOW-E COATED TYPE UNITS FOR COMPLIANCE NTH THE ENERGY CODE.- LE F BL •^• A'D cond1tlon"s cr .mmm bl. Rua amm.me J axl+rHr e.P.rmml<mt ae ameW m.umm rr w y EXTERIOR WINDOW/LOUVERTYPE.HL y, .e,avne„ °°iO1�tlmdm°C��° CF cube root t a%T m OD SMe to ro _ DL4P tivp.,un 2, WINDOWS SMALL BE PRESSURE RAPID FOR WIND RESISTANCE AND BEAR A �..,; - - O "".^fe ••� Aw -.ymaa <" _ Dry air.mJ SCALE: .. - .era w,.. �CI C contrdlow - d 6WB. BYPmmSIt�w1�IM1<ml KO Ynackdmvn CERTIFIED DESIGN PRESSURE(DP)RATINGAS ESTABLISHED BY THE - .OVERHEAD PROJECTIONS APF uPor.re,wmn<w C1'K0 <mut(me) f* -DART a.m<ma.bm F lelmu memP axe eYP•+m xo kn<olmm ELEVATION INDICATOR Y'?' ALi ° O. tlovm PA -(elmm - N.T.S. MANUFACTURER.YUUID UNITS MERE INDICATED ON PLANS SHALL BE EITHER. _ N , •gym cLo �WwElm. - TIP dmn Nmg IA9 - - FACTORY REINFORCED AND TESTED TO MEET THE DP AS A SINGLE UNIT OR' - cE1 LIN B.HEIGHre - .: ALUM .Iwnlmn< cLx <mm( > Dn FB .rm.nmt rnj nme 636 ANC .mtw. L 2 _ STE REINFORCED WHERE DETAILED SPECIFICALLY ON THE PLANS.WHERE "•^"••....... ®J°IJm°a° cLs ° - PD n«r d,®, ac n<Ima<m. LAB 'I.n<mldY .RAWN BY: _ Y o...J.N .,ov .q Y••'.....�.av r...,.n,ee,°N• ALIGNMENT DESIGNATION "` AP eccwpvN m®<mY wit(,) DWI.'' diil,aeelw FE ! uij er. H/C nunai°ePP<a AM. lemirmm .. STRUCTURAL MOOD MEMBERS MAY OR HEADERS ARE SIIOYM BETWEEN PARTITION TV PES T FAN, " APPRO% ePPr°xw°h m'°Jv+ DWI°' dmwuE - FEC f ex mabinn HD i- nwvY�uY LAV Irv°miy UNITS ON THE PLANS,THEY NAY NOT BE ELIMINATED. - ,....:°..,.,,.., aevlelONa .. L ( ^"• -A— emmnm �L <�ivi° � DwR' areww eF rmen.anom RDwD :maw«a . I.nei D CIS D�'w . _ P J......m..°...u.m. maven _� FFB fmi.F.d now el.redw HDWR heMww. LN IaflbaW - 3. EGRESS WINDOWS-EACH SLEEPING ROOM SHALL CONTAIN ONE EGRESS .. •n•J^^""'^•°e SLOPE DESIGN—ON - CONc". 'Rr fm.n<m ROT n INTERIOR ELEVATION INDICATOR BD° b<.d�. -" CONST conctem ° LT heht. CHECKED BY: WINDOW.THE GEAR OPENING SIZE O S FT.FOR GRADE tE1f7.ROOMS AND&7 BBL N. cwur -vmmrv<d<. PHC fv.lmm mbvi.t NM n. mml Lw Imwn 1.11�1.AL:L/ll •.°.,n.. ...w.mm..,.o,mnm....J... aen'wdn. � PIXT fim,eA(W) � �W LW FOR SECOND FLOOR BEDROOMS NIENUN OPENING GEAR HEIGHT IS 24 OUCHES ^ .... .NORTH ARROW - err biMvmwe - 'coxrA <�11O(J,rl w .m _ IBNweEk I` BED°- bvaame crr <mpm(.d7 - ® >wE4m,ban R.D (tacnau AP n roev cn. mema.mmrnm,nm J.E.ROCHE AND 20 INCHES IN WIDTH.THE SILL HEIGHT OF WINDOW SHALL BE 44 INCHES D®H n,. ..o ..n....... own. ,DIM ENBI ON STRINGER T CR9 aC Bmry°ell Fl.R � h°'�iSM- M - MAXIMUM ABOVE FINISHED FLOOR. w m.,w.m,.., R: cs m— CIF :,air . m.voA- m,memmt Ira nmtws SIAIBS D 10 . .DOOR NUMBER Ah, eMaRAWING TILE DESIGNATION - 1. ALL STAIRS WITH 2 OR MORE.RISERS SHALL HAVE A GRIPABLE HANDRAIL AS -, m e...o°. -PER CODE AND SHALL BE LOCATED 34"TO 38'MAIL ABOVE NOSNCS T TITLE 1. .L'Yi L SMOKE DmTEDToR I MAXIMUM RISER HEIGHT IS 8 1/4e AND MINIMUM TREAD WIDTH IS 9'. • -e ,} .. - NOSINGS SHALL BE 1 i 4'MAXIMUM. - IT! MAX m.mmy oP0 oP.<bE aeF mrnmm sv m Ymm vi,ryl vam - 3. ys STAIR HEADROOM SHALL BE NOT LESS THAN 8'-8'MEASURED VERTICALLY - nmar m«mow °PP A6tt�PR nfrlgermr S %�°mY 6PD VTR °�Ylrc° rcnP _ bmD mwmm - ABD r<ymn - vwc vvgl w.R<w<mB FROM THE NOSING. MATERIAL SYMBOLS, m_ mWurmmm PaR PAW RAIN m nm(m W MDR ' mmagm PaRP i, a (d) R85 ry limtkIiM (a) T trwd W ENERGY CODE COIAPUANCE _. .. ,": MR m <� _ a.n I. THESE PLANS HAVE BEAN DESIGNED IN ACCORDANCE NTH THE STATE OF � - , EARTH .. GLA96 - ` MI. m Ilmemm PLAN h 4mmmvum �0 Mv' (a)•(N IIST TB arowd�dPeur. we MASSACHUSETTS RESIDENTIAL ENERGY CODE AND COMPLIANCE IS DEMONSTRATED BY - _ w.l». maumB as �nmm — T PfA9 Pm T. be remwad WC een Y+r THE ATTACHED RESdIEck ENERGY SOFTWARE REPORT. k m.` iw°Pn4"e pmml m (,mn> wo W.elan MO PN I RL bedv TIA O Pwk 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER SELECTION OF u SnTr INeu CATION - <ma(°d>•('"s1 PSF P.wtl.Pnwver.rwt w.tKs e TLm e.mnm�.e ww wvWw.wtm'8 CONCRETE MTL meW PR PmmM peremm.oaJ, AO EQUIPMENT DUCT AND PIPING O INSULATION, CABLE ELECTRICAL FIXTURES AND HVAC ya' a',..., PSL Perelml Wend nv.bn ROW r �° T. ,..f<u— we EQUIPMENT AS REGULATED UNDER Al MPUCABIE CODES. ` rW TT Prtnm.o-mma RT < a. TOL t<tavw. wlr w Pvmt rTY N nma PID Pe"" Rro nce 1�7+ HVAC,PLUMBING AND ELECTRICAL WORN ® ®RIGID INSULATION k 4 N nevW PTDISP Peon rowel diepen,n NOW m of well WWM weltl.tl wwmeW _ FINISHED WOOD -.me norm ell PVC PNvinYl tlamid. S A TV ml�pper d,gm,m O 1, ALL SHALL BE IN SIRICT COMPLIANCE VAIN THE UNIFORM STATE PLUMBING °" PVMr o.vemWt CODE-24SOMR,AND THE ELECTRICAL CODE- 527CMIR .. ha s aw T. tyP=.1 ROUGH wDMo." Rs. sD Hamm r I,R rIr 9PmPY ubsiiC W nam®bmn RM •' CARPETING R riw 9P0 eP.<iamtim - BLOCKING o RA mev y0 .rt�• v'm.11 (s) RI, Miw 5 ="tleel V 6 n'. RI, mbbm dm n 1 CFO. ox'�iJaa'n.nished RCP mnemad ceniq plm s .-. VV �m .OH wuhmdr vJ9°Iled �hum mon'm Pie SUBPUC !mKnaM' _T vmtlYml pmll < GYPSUM BOARD GENERAL NOTE: l 1 O VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN ` . PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND - APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. , "F A. General: D. Concrete 1. All design and construction required of the contractor by the contract documents shall be 1. Concrete work shall conform to"Building Code Requirements for Reinforced 11. Wood sills supported on concrete or masonry beneath all interior and exterior bearing performed in accodance with the governing building code and OSHA regulations, Concrete",and"Specification for Structural Concrete Buildings"(Latest edition,ACI walls and all members exposed to weather or moisture shall be preservative treated in supplemented by the contract documents.The governing building code used in the 318 and ACI 301) accordance with"American Wood Preservers Association,Standard Cl". structural desin is the Massachusetts State Building Code,Sixth Edition,with the latest - 12. Wood Stud walls shall be 2"x4"at 16"o.c.unless otherwise noted on the drawing adopted amendments. Where the edition of the reference standards cited in these notes 2. All concrete shall attain a compressive strength of F'C=3,000 psi at 28 days except for a floor to floor height greater than 10'-0"provide 2"x6"at 16"o.c. is not given,the edition shall be as stated in the governing building code,or the latest 6 published edition if not stated in the governing building code. ., 3, Provide 6%plus/minus entrained air in all concrete exposed to earth or weather. 13. At all comer of perimeter wall provide for a(3)2"x6"corner post for a 2"x6"stud �1 U � wall and a(3)2"x4"comer post fora 2"x4"stud wall. 2. Structural contract documents shall be used and coordinated by the contractor in 4. All slabs on ground shall be placed on minimum 6"layer of 95%compacted sand and O a conjunction with the architectural,mexhanical,electrical plumbing,fire protection,the stone. 14. Roof sheathing,sub-flooring and wall sheathing shall be APA-INT plywood with shop drawings and other submittals and the subsurface geotechnical data. exterior glue. At slopes of 4 V2 and steeper,plywood roof sheathing shall be min. �g S. The following minimum concrete cover shall be provided for reinforcing: inch thick(I.D.Index 40/20)with a grade of C-D.Plywood sub-flooring and 3. All dimensions,elevations and conditions shall be verified in the field b the contractor a. Concrete laced against the earth 3 inches 1 3 xy Y P a8 plywood roof sheathing at flat roof and at slopes of shallower than 4�2 shall be and any discrepancies shall be brought to the attention of the architect/engineer for b. Sides of footings;walls and piers 2 inches to main steel thick with tounge and groove edges(I.D.Index 48/24)with a grade od C-D. Wall U clarification before proceeding with the affected part of the work. For work attached to c. Top of foundation slabs 2 inches sheathing shall be%2"thick(I.D.Index 32/16)with a grade of C-D.Plywood roof t or within existing structures,the contractor shall determine all necessary dimension, sheathing at steep slopes shall have metal H-clips,solid blocking or tounge and W elevations and conditions required for the accurate fabrication and erection of the 6. Reinforcing bars shall conform to ASTM A615,Grade 60.Lap bars 36 diameters at groove edges at panel joints. All plywood roof sheathing and sub-flooring shall be Frt s p building components.Dimensions and elevations noted in the conteract documents as splices. - secured with annular ring nails(staples are not to be permitted). Sheathing shall be - (+/-)and all field conditions shall be verified in the field(V.I.F.)by the contractor prior - - installed in strict accordance with manufacturers exposure,spacing and span ratings U n to the submission of shop drawings. upon reciept of shop drawings,the architect/ 7. The contractor shall submit design mixes for all concrete. and shall be stamped by a recognized agency to show those. O engineer has the right to assume that all field dimension,elevations and conditions have berm verified by the contractor and the shop drawings accurately reflect such 8. When exterior ambient tempratures are below 40°F,the contractor shall take whatever 15•Provide Simpson"H2.5"hun•icane anchor clips or other equivalent 18 gauge steel framing anchor at all rafter supports. �+■ verification unless stated otherwise on the shop drawings. - means are necessary to maintain the temprature of freshly cast concrete above 50°F for 8 FP the first six days after placement. =m - 4. Unless otherwise noted,detail,sections and notes contained in the contract documents shall be considered typical for all similar conditions. 9. All shoring shall remain in place ubtil concrete has attained 75%of its 28 day strength. 10. All concrete formwork shall remain in place for a minimum of 7 days unless B. Shop Drawings: authorized otherwise by the architect/engineer. 1. Checked shop drawings first reviewed and approved by the contractor,shall be _ submitted to the architect/engineer for review and comments before fabrication,or delivery of material not requireing fabrication,can proceed. Shop drawings submitted to the architect/engineer without first being stamped"Reviewed"by th contractor , )~: Soil Bearing shallbe returned withour being reviewed bt the architect/engineer.Review of shop E. Rough Carpentry1. SPARE# y drawings by the architect/engineer shall not relieve the contractor from oomfonning to 1 All rough framing forjoists,girders,rafters and studs in load bearing walls taller than c ., the requirements of the contrct documents. b # 8'-0"shall be Spruce-Pine-Fur#2,Southern Pine#2,Hem-Fir#2 or better.Fb(single Pi $� P 8 Y use)=875 psi. Fb(reptitive use)=1,000 psi.E=1,300,000 psi.Lumber for exterior 8 P granular 2• Proposed changes,substitutions or deletions made b the contractor to the contract _ 2. All footings shell be down to a natural,competent,undisturbed, �+ exposure shall be Southern Pine#2 and shall be pressure treated with a preservative. p documents shall be submitted to the architect/engineer for review and comments prior Fb(repetitive use)=1,260 material having a minimum safe bearing capacity of 2.0 tons per square foot. 0 con it to their incorporation into theproject. The submission shall highlight and note the a proposed change,substitution or deletion to the contract,documents which do not 2. Post shall be Douglas Fir#1 grade or better,surfaced dry with a maximum moisture 3. Removal of disturbed and unsuitable materials and placing,compacting and testing of follow this review proceedure shall be considered unacceptable. content of 19%at the time of dressing. compacted gravel fill shall only be preformed by the general contractor while a professional geotechnicel engineer,registered in the state in which the project is 3. Record sets of submittals(i.e.Shop drawings,Samples,Product data and Certificates) r located and retained by the owner,is observing the work. 3. Notching in top or bottom of joists shall not exceed the depth of the joist and shall shall be maintained in the field office by the contractor.Construction shall only be - not be located in the middle third of the span.Holes bored in the joists shall not be performed from reviewed by the contractor and reviewed and not rejected by the - � 4. Bottom of footing elevations shown on the contract document are minimum depths architect/engineer. within 2"of the top or b000m of joist and shall not exceed Y3 the depth of the joist. _ and are not to be construed as limiting in any way the amount of excavation necessary 4. Where joist ends are decayed,enlarge to reach a sufficient bearing stratum.No footings or slabs shall be placed in water or 1 ,y arge brick pockets,install new joist next to existing frozen ground.In general all exterior construction shall be carried down to a _ joist and remove decayed portion ofjoist._ -minimum of 4'-0"below finished,adjacent exterior grade. 5. In-studs of bearing walls,notches made to receive ductwork or pipe shall not be more DATE:05/20/07 C. Miscellaneous Metal 1 All steel shall be new and un-spliced conforming to the following ASTM designations: I than Y4 the depth of the studs or the studs shall be doubled or otherwise reinforced. G. Reinforced Concrete Masonry - - Shapes,plates,bars and rods;A36 6. Minimum post sizes where girders are perpendicular to a stud wall or free standing 1. All reinforced concrete masonry shall conform to the latest edition of the NCMA SCALE: Square or rectangular HSS; ASTM A500 Grade B, FY=46 ksi posts(either solid or built up out of 2x4's or 3x6's)shall be installed with a width to at "Specification for the design and construction of load-bearing concrete masonry" N.T.S. Steel pipes;ASTM A53 grade A%#grade B least match the width of the supported girder and a bearing length to match the wall - DRAWN BY: Anchor bolts; A307 with standard nuts and 16 inch thick late washers - width.Where solid posts are specified on the plans,do not substitute 2. Concrete masonry units shall conform to the ASTM C90,Grade N,Type I;Normal p p p p post built up Expansion,chemical and sleeve anchors;As manufactured by"Hilti from 2x lumber, weight with an average minimum compressive strength of 2,000 pounds per square CHRIS DREW - ' Corporation"or approved equivalent. inch on the net area. CHECKED BY: Shop primer, TNMEC series FM88 grey or approved equivilent. - 7. All"Microlams"and"LVL"members shall have the following minimum properties: 3. Mortar shall conform to ASTM C270, a S and shall developa compressive J.E.ROCHE a• E=1,900,00020psi psi strength of 1,800 pounds per square inch at 28 days, 2. All steel shall be detailed in accordance with the latest edition of AISC"Detailing for b. Fb=2600 psi � P P � • Steel Construction". The detailing shall incorporate all clearances necessary to c• Ft=1850 psi 4. Grout shall conform to ASTM C476,fine or course and shall have a minimum produce the proper erection connecting and fit-up. d. Fc(perpendicular)=750 psi type, e• Fc(parallel)=2310 psi 28 day compressive strength of 2,500 pounds per square inch. 3. All shop and field welders shall be currently certified in accordance witht he £ Fv=285 psi 5. All reinforcing bars shall conform to ASTM A615,grade 60 typically,reinforcing applicableAWS D1.1 requirements for the type,position and process required. bars being welded shall conform to A706,Grade 60.Deformed horizontal truss Electrodes for shop and field welds shall comply with the applicable AWS DI.I and 8, All"Pamllam"beams shall have the following minimum properties: DI A requirements as follws: - a. .E=2,000,000 psi reinforcing material shall conform to ASTM A82 and shall have a minimum r/) b. Fb=2900 psi cross-sectional areas indicated on plan or in sections. minimun yield strength of electrodes,70 ksi d. Ft=2400 psi _ ` - 6. Provide horizontal and vertical reinforcing as noted on the drawings and fill all 0 Fc(perpendicular)=750 psi F-•� 4• e " reinforced block cells with grout. All steel exposed to weather or moisture,whether noted as such in the contract .ct Fc(parallel)=2900 psi� - drawings or not,including but not limited to;structural steel,lintels,bolts,nuts f' Fv=290 psi 7. Grouting shall be limited to a maximum wall height of 4 feet per lift, washers,bollards and sill angles shall be cleaves in accoedance with SSPC-SP8, P "Pickling",then hot dipped galvanized after fabrication,then if recieving additional 9. Unless otherwise noted all nailing and fastening shall be in accordance with 8• Provide 48 diameter laps for all reinforcing unless noted otherwise. coating,cleaned in accordance with SSPC-SP7"Brush off blast cleaning". Appendix"C"and table 2305.2 of the governing building.code. W 5. Connections shall be designed by the fabricator in accordance with the applicable 10.Where required by the contract documents,all metal connectors for wood AISC"Manual of Steel Construction-ASD,Ninth Edition and/or LRFD,Second construction,included but not limited to;joist,beam and saddle hangers,post and H. Pre-Construction Meeting ,f• Edittion"and AISC"Manual of steel construction-Vol.2-Connections(ASD)and/or column bases and caps,bridging,holddowns,hinge connector;and strapping shall be 1. A meeting in required to be conviened a minimum of two weeks prior begining any LRFD Versions". hot-dipped galvanized metal shapes as manufactured by"Simpson Strong-Tie construction activity on the site. The owner is to notify the achitect of proposed Company,inc."and be attached by the contractor as per the"Simpson Strong-Tie" construction start schedule,min of 30 days prior to proposed start. 6. Fitted full depth wed stiffeners,each side of beams and girders equal to web thickness, specifications. shall be provided at all beams and girders,supporting column loads or cantilevering 2. The schedule of construction inspection and sub-contractor coordination will be over columns. established at this meeting. GENERAL NOTE: AN VERIFY AND CONFIRM ALL CONDITIONS AND/ORDIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. - NOTIFY ARC141TECT OF ANY INCONSISTENCIES FOR REVIEW AND ` APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. yPL4 u Al - • .. .. is `'- 28' . _ 28' - , �I�III ` A 4 ON e MASTER 5•' .BEDROOM , •i , x GARAGE f MA TS ERSEDROOM .`- r PLO SET_ UP C7 M ¢• STORAGE-ERNE SPACE-. DN i - - • t _ GARAGE _ .w. _ � � y DATE:05/19/07 r DATE:06/06/07 a SCALE: { 3/16"=1'_0" DRAWN BY:RI SECTION THRU GARAGE CHS DREW CHECKED BY: PARTIAL SECOND FLOOR PLAN, PARTIAL FIRST FLOOR PLAN J.E.ROCHE cn • Q Q Q . a GENERAL NOTE: Al VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN - - - PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. - NO WORK TO THIS AREA ASPHALT SHINGLES(TO MATCH EXISEXISTING)NG) RIDGE RIDGE T n WOOD TRIM(TO MATCH EXISTING)- CEDAR MATCH EXXIISLEING)O g' Amc � Arrlc NO WORK TO THIS AREA ASPHALT SHINGLES) D MATCH EXISTING "s MASTER BROOM MASTER BEDROOM z ' ❑ ■ CEDAR SHINGLES(f0 "MATCH IXISTING) . - - - -GARAGE ^' GARAGE - EXIST1110 NEW NEW EXISTING WOOD TRIM(TO MATCH EXISTING) - • ... - .. FRONT ELEVATION LEFT SIDE ELEVATION c x a x cd Da d g 0 0 - E�� v� V T, «•,- �� WOOD TRIM(TO MATCH EXISTING) -- RIDGE '.. RIDGE - - - ASPHALT SHINGLES 90 MATCH EXISTING) WORK TO THIS AREA ISTING) .. , DATE:05/20/ 07 NO WORK TO THIS AREA ASPHALTSHINGLES(TO MATCH EMS nNG °' - N SCALE: ATM ATTIC 3/16 1'_0" r HRI DREW D ` C >-#" .. '$' ❑� ❑❑ CHECKED BY: 8 CEDAR SHINGLES(TO MATCH EXISTING) I.E.ROCHE x MASTER BEDROOM MASTER BEDROOM - . CEDAR SHINGLES(TO ❑ ❑ O MATCH EXISTING) WOOD TRIM(TO MATCH EXISTING) Lj . GARAGE GARAGE - �, EXISTING �, NEW �, S RIGHT SIDE ELEVATION REAR ELEVATION Q O a GENERAL NOTE: A /1 ' VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN (L]�L PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERW,S. _ - NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND ` - APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. d. I'I 2-2X10 RAFTERS , " ' `. - 2-2X10 RAFTERS. 2-11-"LVL HEADER 2X10 RAFTERS @16"O.C. IX - - - U 94'T,p 110 jJ18'O.C: ` 3-20'RIDGE SEAM - Wry+FQy, •. k - , 1.11+LVL HEADER POST UPIDN - .v . POST PIDN X41 . f : POS UPNN ,2-11.}'LVL HEADER 3 + POS UPIDN. A , 5�2X4s , r L 5.2X4a POST UPA1N POSTE r (r. 12 e '. �77* : r 5-2X4s x. ••ypyp$ .. 2X ERS®18'O.0- POST UP - a .. 1 11-1'LVL n p�' d 3 HEADER &}^TJI 110 t�i'O.C. ,. •. ' a 2-0-'TJI 110 @16"O.C. - - t.. a h yy « 1 U " c a SECOND FLOOR FRAMING PLAN as «r r NEW ROOF FRAMING PLAN a , ' 2Y 3000 P.S.I.STEEL RINFORCED FROST- A4 10'3000 P.S.I.STEEL RINFORCED FROST 4 - [ WALL WITH 34S RESAR HOROZONTALLY WALL WITH 94 RESAR VERTICAllV • - - + ' @S•O.C. N - '. ':.,- ®16.O.C. - - DATE:O /07 SCALE: 13'.DROPS _ 3/16°=F-0° t ` DRAWN BY: M'. '• o- J a S'8X6WFUE 3000 P.S.I. - - + CMUS DREW OVER 6"CRUSHED - VELWITH 6F0L. CHECKED BY: .. - ., VAPOR BARRIER(TYPICAL) - .. J.E.ROCHE 24'%24'X24.3000 P.S.I - CWTHRS4E4RESAR �Q�jj.{ MAT RYPICAL) - •. _ - r - _ �, . P�1 f—� UNG NEW FONDATION SECTION Ors, GENERAL NOTE:* - VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN �A y 3 x PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. L 1 F . _ _ • - - - _ - NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND r -_ - ... •. a - - 'r ±• »' a APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. _ - RAFTER OR ' NEW DORMER WALL FRAMING CANTILEVERED 3-20"LVL A ., . FLOOR JOIST RIDGE SINPSON 2XI0 RAFTERS HANGERS TOP PLATE RAFTER 2X10 RAFTERS @ 16"O.C. (J] HARDI-PLANK I W H2 HURRICANE 1�U TIE BY SIMPSON, INSTALL AS PER . NFR'S SPECS. WALL EXISTING WALL FRAMING a M USE AT ALL ROOF RAPIERS 8 AT y�y SHEATHING CANRLEVERW FLOOR JOISTS AS REQUIRED - - - - _ x g NOTE:OVER LAP SHEATHING TUNDER D2 RAFTER TIE—DOWN DETAIL �� U OVER AND 2'ABOVE FLOOR JOIST % A4 SCALE:lls-T-O' D 1 RIDGE BEAKDETAIL ` U SCALE F-0" D3 SEISMIC LAP AT SIDE WALL A4 N.T.S. ■ e NEW CONCRETE FILLED 3-1/2"STEEL COLUMN TO J"X8"X 11"BASE BOLTED TO (� 1 FOOTING IMBEDED IN 1/4"SELF LEVELING 3 2 GROUT WITH 5"CONCRETE OVER FOOTING D I —` AND AROUND COLUMN. A4 3-20"LVL RIDGE BEAM �!- 5"6X6 WIRE RINFORCED 3000 P.S.I. CONCRETE SLAB OVER 6"CRUSHED COMPACTED GRAVEL CONTINUOS RIDGE V 5 --� � WITH 6MIL. d VAPOR BARRIER(TYPICAL) 2X6 CEILING JOISTS @ 16"O.C. e4 a >a a NEW 24"X 24"X 24"N00 P.S.I. X10 RAFTERS @ 16"O.C? CONCRETE FOOTING WITH#5 REBAR _ 2' °s e T 6"O.C. ASPHALT SHINGELS TO MATCH ,ASPHALT SHINCrE1 S TO MATCH HOUSE e H" 3 CL ° °` HOUSE '1 8"PLYWOOD ROOF SHEATHING M a ° .4 `. 2"MIN R 37 CEILING INSULATIO A4 El 1 "CRUSHED STONE BASE COMPACTED EARTH BLUEBO 2X4 FRAMING @ 16"O.C. WITH$"VENB 2X10 RAFTERS @ 16"O.C. D4 NEW COLUMN AND FOOTING SECTION DETATL D2 PLASTER OVER \ - DATE:05/20/07 A4 ICALE:I—F-0" A4 1X3 STRAPPING 3 @ 16"O.C. 9- "TJI 110 @16"O.C. SCALE: AS NOTED Q� IX8 P.V.C. FASCIA 'MASTERIBEDROOM'C- -� 2-11 2"LVL HEADER DRAWN BY: CONTINUOS SOFFIT VENT 11 HEC DREW ` (TYPICAL) N 2 FRAMING@ 16"O.C.(TYPICAL) cFiEcxsDSY: A � - J.E.ROCHE ,J 2 LAYERS OF 2 4-20 LVLs"FIRE RAT 4"X24"X24"3000 P.S.I 5"6X6 WIRE RINFORCED 3000 P.S.I. G.W.B.OVER 1X3 STRAPPING @ 16" CONCRETE FOOTING CONCRETE SLAB OVER 6" (TYPICAL) . WITH 94 4 REBAR CRUSHED COMPACTED GRAVEL ®C D4 MAT(TYPICAL) R 30 FLOOR INSULATION WITH 6 MIL: Z O R13 WALL INSULATION{TYPIC A4 3 " ALLY COLUMN(TYPIC VAPOR BARRIER(TYPICAL) ZO O 1�0" 3000 P.S.I. STEEL RINFORCED FROST. W V cn NE RAGE WALL WITH#4 REBAR VERTICALLY w a-zo"LVL BEAM ® _ _r A -- @ 16"O.C. F, D R14 RIDGID INSULATION A Z A 1/2"X 8-1/2"GALV.LAG BOLTS (TYPICAL)WITH WASHERS INTO SOLID STEELFRAMING(TYPICAL) _ - 22" 3000 P.S.I. RINFORCED U o _ _ J •f FOOTING WITH 346 REBAR W DS NEwBEAM /�/' �YOf S�I «t OIfmr HOROZONTALLY�Z �$' NEW SECTION THOUGH GARAGE @ 8 O.C. A4 scALEa•-rn� X.140SCALE: "=1'-0" �. rdI��Q�Q d �t GENERAL NOTE: A VERIFYAND CONFIRM ALL CONDITIONS AND/ORDIMENSIONS SHOWN f—\ _ PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. l 1 4 NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. f CRIPPLE STUDS HEADER HEADER LAP DOUBLE 2x TOP HEADER SCHEDULE (UNLESS NOTED OTHERWISE ON DRAWINGS DOUBLE 2X DOUBLE 2X PLATE AT ALL CORNERS TOP PLATE TOP PLATE AND INTERSECTIONS SHALL BE AS FOLLOWS aw JACK STUDS JACK STUDS WIDTH OF OPENING HEADER SIZE a 3 STUDS MIN. AT ALL 2X STUD WALL SILL 2X MID-BLOCKING, CORNERS LESS THAN 4'-0" 121 2x6 STAGGERED, TYP. LESS THAN 6'-0" 2 2x8 CRIPPLE LESS THAN 8'-0" 2 2x10 �!�'�-''++ STUDS JANB STUDS LESS THAN 10'-0" 2 2x12 C" TYPICAL ci SEE WALL LEGENDS ON EACH �I WALL STUDS TYPICAL PLAN FOR STUD SIZE AND SPACING U WALL STUDS cc JAMB STUDS —Full I 2X SOLE THE MINIMUM UNIFORMLY DISTRIBUTE LOADS SHALL BE PROVIDED AS INDICATED: 2X SOLE PLATE MINIMUM UNIFORMLY DISTRIBUTED LOADS (PER SQUARE FOOT) PLATE i'1- 1/4L 16"P.C. ATTIC WITH STORAGE: 20 LBS. LIVE LOAD / 10 LBS. DEAD LOAD �� a T� ROOMS OTHER THAN SLEEPING ROOMS: 40 LBS. LIVE LOAD / 10 LBS. DEAD LOAD .^�� 9 NOTES NOTES: SLEEPING ROOMS: 30 LBS. LIVE LOAD / 10 LBS. DEAD LOAD 1. SEE WALL LEGENDS ON EACH PLAN FOR 1. SEE WALL LEGENDS ON GROUND SNOW LOAD: 30 LBS. LIVE LOAD ,��� ■ STUD SIZE AND SPACING. EACH PLAN FOR STUD SIZE TOP PLATE SPLICE DECKS 60 LBS. LIVE LOAD/ 10 LB. DEAD LOAD 2. SEE HEADER SCHEDULE FOR HEADER, JACK AND SPACING. DETAIL AND JAMB SIZES AND QUANTITIES. 2. SEE HEADER SCHEDULE UPLIFT CONNECTIONS, STRAPS, FASTENERS AND ATTACHMENTS: 3. PROVDE 2-2X4 SILL FOR ROUGH OPENINGS FOR HEADER, JACK AND JAMB AS PER R802.3.1, FRAMING CONNECTIONS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE UP TO 6'-0" WIDE. PROVIVE 3-2X4 SILL FOR SIZES AND QUANTITIES WITH TABLE R602.3(1) AND R802.5.1(9). ROUGH OPENINGS GREATER THAN 6'-0 WOOD FRAMING FOR WOOD FRAMING FOR TABLE 3.1 NAILING SCHEDULE: WINDOW OPENINGS DOOR OPENINGS 2X WALL STUDS ROOF FRAMING(MAX. SPAN 32'. 9:12 PITCH OR GREATER). NUMBER OF NAILS / SPACING c z SINGLE 2X SOLE PLATE RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER JOIST c z FLOOR CONSTRUCTION CEILING JOIST TO PARALLEL RAFTER (FACE 6 EACH LAP -NAILED) 5 " N SEE PLAN CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) .6 EACH LAP ` H COLLAR TIE TO RAFTER (FACE-NAILED) 5 PER TIE E PLYWOOD SHEATHING BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END C7 M �- RIM BOARD TO RAFTER (END-NAILED) 2-t6d EACH END S=SISTER JOIST "' DOUBLE 2X TOP PLATE (FULL LENGTH) WALL FRAMING CONT. PLYWOOD G 2X WALL,STUDS NUMBER Of NAILS SPACING WOOD JOISTS STRIP TYPICAL AT PLATE - TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT 1 4 SPAN MIDDLE HALF 1 4 SPAN/ INTERSECTION TOP OP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS-EACH SIDE , OF SPAN PLYWOOD BANDING STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. NOTCH --77L[7 H-HEADER HEADER TO HEADER FACE-NAILED 16d ® 16" O.C. ALONG EDGES —� STRIP DETAIL TOP OR BOTTOM PLATE TO STUD (FACE-NAILED) 2=16d PER 2x4 STUD • 3-16d PER 2x6 STUD DATE:OS/20/07 Z BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d PER FOOT oI 0: -- ' o N NUMBER OF JOISTS HEADED END JOIST OR'BLOCKING (FACE-NAILED) ;Ic OFF: SCALE: 1MA D HOLES 1 H=1-2X S=1-2X FLOOR FRAMING NUMBER OF NAILS / SPACING N.T.S. 2 H=2-2X S=1-2X DRAWN BY: 3 H=2-2X S=2-2X 16d NAILS ®12" O.C. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST CMUS DREW >3 CONSULT STRUCTURAL BRIDGING / BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END ENGINEER OR PLANS ' BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d'EACH BLOCK CHECKED BY: 0 0 0 0 0 LEDGER STRIP TO BEAM (TOE-NAILED) 3-16d EACH JOIST J"E.ROCHE NOTES: JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 1. IN NO CASE ARE NOTCHES TO BE PLACED IN NOTES: o o 0 0 o BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST BOTH THE TOP AND BOTTOM EDGES IF THE NEAR 1. NOMINAL DEPTH OF "H" AND "S" SHALL BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT SIDES OF SUCH NOTCHES ARE CLOSER THAN-12" MATCH ADJOINING FRAMING. HORIZONTALLY, NOR ARE THE NEAR SIDES OF 2• CONNECT HEADED-OFF JOISTS TO HEADERS NOTES; NOTCHES AND BORED HOLES TO BE PLACED AND HEADERS ADJOINING FRAMING WITH METAL 1. APPLICABLE TO LVL &SAWN LUMBER CLOSER THAN 12" HORIZONTALLY, NOR ARE BORED HANGERS SIZED AND INSTALLED AS PER MFG. BEAMS AND HEADERS. HOLES TO BE PLACED NEAR BOTH THE TOP AND RECOMMENDATIONS. 2. USE DETAIL AS SHOWN FOR MEMBERS UP W BOTTOM EDGES IF THE NEAR SIDES OF SUCH [� 3. CONNECT SISTER JOIST TO ADJOINING JOISTS TO 12" DEEP. FOR DEEPER MEMBER PROVIDE H A HORIZONTALLY. HOLES RE CLOSER THAN 12" HORIZO ALL . Z WITH 2-ROWS OF 16d RING-SHANK NAILS AT i6" ONE ADDITIONAL ROW OF NAILS ®CENTERLINE 2. NOTCHES AND HOLES OTHER THAN SHOWN 2 2X HEADER 7�= MUST BE SUBMITTED TO THE ENGINEER FOR ON CENTER, FULL LENGTH. OF MEMBER. P REVIEW. 4. CONNECT ENDS OF SISTER JOISTS TO 3. FOR 3 PIECE MEMBERS, THE NAILING C7 SUPPORT TO MATCH ADJOINING JOISTS. SPECIFIED IS FROM EACH SIDE. 2x4 NAILER ON NOTCHING AND HOLES SUPPLEMENTARY WOOD 4. FOR LVL MEMBERS FOLLOW STRICTER REQUIREMENTS OF THIS DETAIL OR THE BOTTOM Of ALLOWED IN 2x WOOD FRAMING FOR MANUFACTURERS REQUIREMENTS. HEADER JOISTS FLOOR/ROOF OPENINGS TYPICAL 2 & 3 PIECE TYPICAL HEADER CONSTRUCTION MEMBER FASTENING (SEE SCHEDULE FOR HEADER SIZES) DETAIL GENERAL NOTE: C VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN J PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS, NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND • APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. a w y ❑EHMLJ ❑ ❑ ❑ ❑ ❑ FRONT ELEVATION LEFT SIDE ELEVATION CG ATE.05/20/07 SCALE: 3/16"=11_0" DRAWN BY: CHRIS DREW . ❑ - NO CHECKED BY: J.E.ROCHE ❑ ❑ IH Li❑ o . W RIGHT SIDE ELEVATION REAR ELEVATION v W i GENERAL NOTE: 1 • VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN ' PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. ffff f f "pp OF BUNSSMOLC G.� 2007 DEC -6 PM 12: 20 o� sco pNE Pgt� Y,DEE � T f LOCUS goo150. g ,.E LOCUS MAP PLAN REF 272-45 DEED REF 2573-331 \ern. o ZONING: "RF" FND. °\°oo, o� SETBACKS: 30'-15'-15' \° 9 �J FLOOD ZONE. "C" DECK PANEL\ v PANEL NUMBER: 250001 0021 D DATED.- 07-02-1992 LOT IA PLOT PLAN OF LAND o � A.M. 022-070 �°\f� � ,,� 1 LOT 2A o 7, AREA=25,251fS.F. °\, �`3� 9a LOCATED AT.• — r� A.M. 022 0 71 w 3 � �\° „�; .A�� � �, l „b h ROAD -� o ,� 34�=-TROUT BROOK D iv I 11 - MA. R=zo5.53' COTUIT, 3850 \, \ - N77.3q.'00 E R_g2'516 pL-93 29 PREPARED FOR. }}� SEAN GINLE'R f DECEMBER 03, 2007 ROA Q 0 poY�E ® REV ® RE� V.• _y . 441 �F� � ® suF � REV YANKEEE LAND SURVEYORS & CONSULTANTS GRAPHIC SCALE P O. BOX 265 UNIT 1, 40 INDUSTRY ROAD ao o so ao eo MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 1 inch = 40 it. SHEET I OF 1 JOB # 54308 JF f T—_ I _. - - Im i ~ I � # 1 � _ 4 - i - {{ t 1 i t : i : T M � I Zo -o" /• - V r'►�r=( i'r%yam cA�:' Gv° -t �0 �, ZQ �__4-1 hGitl t— �� 441* I a � FTI I Ilk - y --� UL r t - ell A, ; he s' ✓ ' O '1_IQ ' I—' f —! '`►— 7 �► t� 1�r� rat N ' � .�4 � t,� 017 , 10 a ( I i �� � .� ,v�Px.��• )C t� d� � r ' ___�,r- �`j L11��&a f ff12 � �——--sr+-- --—_ � T mo 14" H 1 SCALE DRAWN By ` L REVISED C APPROVED BV DRAWING NUMad AL ALBANENE 10 5455 ARCHITECTS STANDARD FORM i K , �r i 9 i m, x " y I 9 (j! S' , k t p 9 ....... ... 7 OF N QSs�� o ALLA rC C. ! c�a INGSBUR #26101 w� - ......-. 0 f� ,.... +.{yam-5 ♦,y�,��,�,.•.�� ��. F� ,,,paa y �.Y.y, y�pe� "`"•.ta`*rrf e".ii M.. ..,.. 1'- �,�" ,/"w"'.� .ywr+{ -•.r s �Lf �i;, � J _ ..,�_-t�+;+• __ r �Tf`�t'�+�""'yy)) �"�.�+t..:t�lr'� '' ,�-»+M«TN .. i �: F ., ,... �;\,✓1 1 b.. a.J y� ,. � +e.ra�ar� r�,.,�. '^�nw..'1 �•�--..r � .,. �� ,.� •'" � y :.1�" r+� _ � _. t '7,s._7 s,.._ , P"' .fir, :,���� .- '.'�, :�•j�* M---,',..;�¢"'';� ,.,...�'/ � t t"""'? :;'�' '�"`fi��"" . I f r , F " . f i l y — ,