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" � ,-,�,,�,,, , , � � � " , , , - ,,,,,,, , 1�� _"�I �1��": ,,� 1�_�_ ,-,': ._�o :%- ", I"-,��, , _�� .4 V jwo , " � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# �d Health Division Date Issued Conservation Division Application Fee ` Tax Collector Permit Fee w Treasurer Planning Dept. r Date Definitive Plan Approved by Planning Board " Historic-OKH Preservation/Hyannis Project Street Address )f VillageCc-al t4— V I t' . wY n✓I Owner Z� Address \' Telephone 10��— 4/0-, `��� �g�� '7_0)6Cm Cl,� ;Cr 33 Permit Request dpc(\ bee, k ),I P14~, -- f Square feet: 1st floor: existing proposed 2nd floor:existing proposed TMI new Q- 9 Zoning District r� Flood Plain Groundwater Overlay M Project Valuation (" !. Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑. Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel:° ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No fireplaces: Existing New Existing wood/coal stove: ❑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 ❑• Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name ' Telephone Number Address )2 'L License# C.!S O 7 6 �e_s7730r'6 WX" 0JS9) Home Improvement Contractor# / 2 3 7 Z Worker's Compensation## ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO D^1 P E - Z A� v� - VC' SIGNATURE 9 FOR OFFICIAL USE ONLY PERMIT NO. I DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: r FOUNDATION 5�«+Ls o g/o/oF } FRAME INSULATION x..., FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL , FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. } , r . R Town. of Barnstable 4tJAsro��o Fegdatory Services Thomas E,Geller,Director $ srvaxWks& $ q� 109. A•� Baildin g Division jOrFD � TomFerry, Building Commissioner 200 Main street, Hyannis:MA 02601 . - - y(".town.barnstablema-us - Pax, 509-790-6230 Office; 508;862-4038 Property owner Must _. �Omplete and Sign This Section _.. If Using A.Builder as Owner of the subject property YL Lt� to Oct on my6 _.. hereby authorize ' to work authorized by this building permit application for. in matters relative _- - (Address of Job) ate. Signs of Owner �PriatName f MAY-02-2007 15:09 H S & T GROUP INC. - 508 752 8895 P.01i01 AR�1N TIV�IAN Murs I uHut IIV�r-���.:( i+ury rL^1.4 BUMn LY REGISTERED LAND SURVEYORS NAME JANE KEL 75 HAMMOND STREET — FLOOR 2 WORCESTER, MA 01610-1723 LOCATION 3 FIVE `CORNERS RD..tA'h4 PHONE: 508--752-8855 rAx: 508-752-,8895 CENTERVILLE, MA _ C', ; •4,..a;i RM T®CON VERSENT.NET k; A Dlvialon of H. S. do T. Group, Inc. SCALE 1 = 100 DATE 5-02-0.7. REGISTRY BARNSTABLE DEED BOOK/PAGC 1 s$9s/97 ' &MCD UPON OOO)MMATION PRDVKIEp.RE MEASURE- 554 1 f UENINI���MADE WcE OF THE FROp� Dm SHOOUR WN ��A nF P 4,p�p� PUN ew,/Puw / v. VisRBE EA9ErENTS m AND THERE me NO VIOLATIONS ����"- "Y WE CEArih iHL7 THE BUILDNG(S)ARE NOT WITHIN THE OF ZONPIC REOfNRE REOARDINC S7RUCTURCS TO PROPERTY .d I> ' SPECIAL FLOOD HAjARO ARG SEE HUD MAPI , LINE MM (UNLESS OTNERMISE NOTEO IN ORA IM BELOW). :. DANIEL ,r , t NOTEI NOT OE N�ARE ABOVEGROUND RATS. a , pp '. OR SHEDS wmI ,0 FOU80.. ]Hs.TNIS IS'�QIIDE v VNF N a 1 5 C DTD O— 1 9•-8.5 ;A. MSPECTION PLAN: Hvr AN DIsTRUMENT SURAT.00 NOT USE TO ERECT•FENCE5 OTHER OOUNOAW MMICIURES,,OR TO PLANT ,0 4004� )` FLOOD HAZARD 20NE HAS BEEN DETERMINED BY SCALE MID ti `;•' ' swwk. LOGb& OF THE STRUCTURES)VIONN HCRCON S EITHER 9 Av IN CQBF'ANW'WITH LOCAL SONM FOORR MWKAIV LPg OFFSET N IS NOT NECESSARILY'ACCURATE. UNTIL MTWITIVE PLWS;ARE. REOUAIOMITS. OR IS'ClIgUPT FROM NCLATON ENFORCEMENT ISSUED BY MUD AND/Oft A VERTICAL CONTROL SURVEY IS ` AC7py'UNOER vA5$. 4 TITLE Y14 CMAP. � SEC.7. UNLESS .1Q QRIERMISE NDTE4.71�8 CERTRICATION IS NON-TRANVOIABLE. PERFORr INC A➢DC Ct"nCATION5 ARE MADE WITH THE PROVISION THAT R F ,IED, PRECISE ELEVATIONS CANNOT BE OETER�uNCD. THE WORMATKON PROVIOCO 15 ACCURME AND INK INC MEASURE bOTS,USED ARE ACCURATELY LOCATE6 IN RELATIDN TO THE PROPO"LINES. ;.P, Ylkll h ' �S9 i�" HOUSE#3 110 2,001 0046 h 3�pNOF g ����� dL `4Q J �. RvQt*M*G o!nmi-us Remoo ". DRAWN, RRDtItsTRtr QY: CHECKEd BY. ' TOTAL P.01 9379711 US REMODELERS U.S. Remodlers 01:28:50 p.m. 03-07-2008 1 /1 Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108 Home Improvement Contractor Registration Registration: 123392 Type: Supplement Card Expiration: 2/11/2009 US REMODELERS INC-d.b.a FACELIFTER DAN FARRELL 405 STATE HIGHWAY 121 BYPASS STE, 2 LEWISVILLE, TX 75067 Update Address and return card Mario reason for change. OPS-CA1 u soon-05105-PC8490 � Address Renewal Employment Lost Card &orsm�nonruea a�✓�aaacra/usaelta 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': 123392 One Ashburton Place Rut 1301 Expiration: 2/11/2009 Boston,Ms.02108 Type: Supplement Card US REMODELERS INC-d.b.a FAC b"AWRELL 405 STATE HIGHWAY 121 BYPAS _ Elr rsvittE,TX 75067 Administrator Not valid with t signature L LouBo u, , e8a a s 0 o a s } Conat►ucd0n Supervisor License +� License: CS 70960 Q Blrttida - : 9/25/1986 I ; J 008 TrA 3558 � - l?ettYiction: f � _. I C(�Q�/� OAN�EL H FARREL - tJi�� I .101 POPLAR ST " TEWKSBURY,MA 01ST6. . Commfssiooercu e r cco 7PS 5-06' 77?v-6z ,-30 Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston. Massachusetts 02108. Home Improvement Contractor Registration Registration: 123392 Type: .Supplement Card Expiration: 2/11/2009 , US REMODELERS INC-d.b.a FACELIFTER' { DAN FARRELL 405 STATE HIGHWAY 121 BYPASS STE; 2 . LEW ISVILLE, TX 75067 Update Address and return card Mark reason for change. DPS CAI soM os/os Pcaaso Address Renewal Employment Lost Card ��ie�mmirnn.zulea�c'o�,/�aaaac�ucael�d ' 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 123392 One Ashburton Place Rm 1301 . Exptration 2/11/2009 Boston,Ma.02108 T. i °Supplement Card US REMODELERS`INC-db+a FAC 6AY5Tr=RI�RELL• /; ` 405 STATE HIGHWAY 121'BYPAS EErW�SVAttE,TX 75067_ Not valid without signature •. Administrator, [ ? T t a Boar o u� �a K r"B°� t g eggs o san n_a sY t Construction Supervisor License ! ` t License CS 70960.: t S' t ratl 9/25120U9 Tr# 3558 1 DAME W FAR En. 101,POPLAR ST EL 7 TEWKSBURY,MA t Commissioner t d.f - 1 • 1 DATE MM DD YY) t A CORD, d—_ � ,,� � 04/04/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 7Aon32 Risk services Springs . of Virginia AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS 7325 Beaufont Springs Drive Suite 300 CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE Richmond VA 23225 USA COVERAGE AFFORDED BY THE POLICIES BELOW. PHONE•(866) 283-7124 FAX-(866) 430-1035 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Guarantee & Liability Ins Co U.S. Remodelers, Inc. INSURERB: National Union Fire Ins co of Pittsburgh Attn: Stephen Thompson 405 State Highway 121 Bypass INSURERC: American Home Assurance Co. Building A, suite 250 Lewisville TX 75067 USA INSURER D: C 0 INSURER E: Hr r ^* 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. UISR I POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM\DD\YY) DA'l'E(NM\DD\YY) LIMITS N g GL1774139 04/02/07 04/02/08 EACH OCCURRENCE $1,000,000 '1 GENERAL LIABILITY °O General Liability 00 X COMMERCIAL GENERAL LIABILITY FIRE DAMAGEIAnv one fire $250,000 N O CLAIMS MADE MOCCUR MED EXP(Any one person) $5,000 O PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 c PRO- . POLICY n JECT � LOC e u AUTOMOBILE LIABILITY CA 8262349 04/02/07 04/02/08 COMBINED SINGLE LIMIT G:, Business Automobile (Ea accident) $1,000,000 L ANY AUTO Q X ALL OWNED AUTOS BODILY INJURY U (Per person) SCHEDULED AUTOS - X HIRED AUTOS BODILY INJURY r (Peraccident) X NON OWNED AUTOS - - ' { - PROPERTY DAMAGE (Peraccident) ... " GA RAGE LIABILITY - AUTO ONLY-EA ACCIDENT ANY AUTO - OTHERTIIAN EA ACC AUTO ONLY: AGG A EXCESS LIABILITY AUC 490 04/02/07 04 2 O8 EACH OCCURRENCE $10,000,000 umbrella X OCCUR El CLAIMS MADE AGGREGATE $10,000,000 Ali DEDUCTIBLE - - RETENTION B WORKERS COMPENSATION AND WC7171490 04/02/07 04/02/08 X WCTOR Y LIMITS STAIIJ ER OTII- EMPLOYERS'LIABILITY Workers Compensation - ADS g wc7171491 04/02/07 04/02/08 E.LEACHACCIDENT $1,000,000 —_ ' Workers Compensation,- CA E.L.DISEASE-POLICY LIMIT $1,000,000 S C wc7171493 04/02/07 04/62/08 2 workers Compensation - TX - E.L.DISEASE•EAEMPLOYEE $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Cancellation Provision shown herein is subject to shorter or longer. time,periods depending on the jurisdiction of, and reason for, the cancellation. a�5 i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION For information Purposes Only DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVORTO MAIL -� TX 00000 USA 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, - BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY Tit OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE /4Caoa iO� ,�a+rc�eao• ?aso. a��iF+a�casera `� - - � 'i J The Commonwealth of Massachusetts Department of Industrial Accidents x s Office of Investigations . *; . 600 Washington Street " f Boston; AM 0211.1 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information _ Please Print Legibly Name (Business/Organizationflndividual): v "\r 11110 D rb 17 5 N Address: I Z 5 r L' 36 3i ) 1'hone #: ��—8 �- �. City/State/Zip: W E�Tt30�U / Are you an employer? Check the-appropriate box:, Type of project(required): •t contractor and I 2 4. ❑ I am a general contr c 6. New construction. 1.�] I am a employer wlth J — ❑ art-time) employees full and/or - ` have hired the sub-contractors ( p � . listed on the attached sheet. � 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees x These sub-contractors have 8. ❑ Demolition working forme in any capacity. ' workers' comp. insurance. 9. ❑ Building addition [No workers',comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs of additions required.] officers have-exercised their ri t of exemption per MGL l i.❑ Plumbing repairs of additions 3.❑ I am a homeowner doing all work P p 1 , 1(4), and we have no myself. [No workers c. 52 comp. § 12.❑ Roof repairs • insurance required.] t y employees. [No workers' 13N Other VrC-K- - comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. 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'.Lie. #: Expiration Dater ity/Staie/_�Ip:Job Site Address: C 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 crnninal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against-the violator..-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA.for imluaaq coverage verification. ° I do here under the pains es of per ty that the information providedia ve is tru and co ect Cgad.� Date: - Si a e Phone#: Official use only. Do not write in this area,to be completed by city or town official. . City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Phone#: Contact Person: I F\ k Information and,, Instructions Massachusetts General Laws chapter.152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express implied,oral or written." xp or P An employer is defined.as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no employees,other than the members or partners;are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is iequired. Be advised.that this affidavit may be submitted to the Department of.Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should. be returned to the city or.town that the application for the permit or license is being re4uested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out i4 the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the pernudlicense number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for'your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax#.617-727-7749 Revised 5-26-05 www,mass.wv/dia S ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6"x6" TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE - 2"00"CANTELEVER SYSTEM OFFSET F OM HOUSE,DEPENDING UPON FIELD CONDITIONS. (SEE DETAIL I 3/8x4"DOUBLE HOT DIPPED GALVANIZED EXISTING TOP PLATE - 2"00"HOUSE PLATE LAG&WASHER @ 16"ac 1/2"EXISTING SHEETINGkOF XISjINj �p 2"x4"LEDGER GIRDER BEAM 3/e"EXISTING SIDING jjj&juWIL?N" RAILING TO BE CONNECTED TO HOUSE USING A 3/8"x4"LAG _ SEE DETAIL 3/8"x4"DOUBLE HOT DIPPED EXIS NG 2" 4" EUTX GALVANIZED LAG PLATE 3/8"DOUBLE HOT DIPPED 6' 6' p RAILING GALVANIZED WASHERS EXISTING SILL PLATE r DETAILS 3/8'x6"DOUBLE HOT DIPPED NOTE SIDE BAND 3/8x6"DOUBLE DIPPED HOT GALVANIZED LAG HOUSE BAND IS NOT TO SUPPORT GALVANIZED LAG&WASHER @ 16"ac 3/8"x4"DOUBLE HOT DIPPED ANY OTHER LOAD OTHER THAN ITS' GALVANIZED LAG OWN WEIGHT. THE LAG PENETRATION 2"x4"LEDGER INTO EXISTING HOUSE BAND WILL BE THE LAG SPACING IS ONE 4'LAG AND ' RAILING AROUND A MINIMUM OF 1-3/4"AND A MAXIMUM ONE 6'LAG ON EACH END OF THE COMPLETE DECK 2"x10"HOUSE PLATE OF 3". ALL LAG BOLTS TO BE HOUSE PLATE AND THEN ONE 4•LAG INSTALLED USING AN ELECTRICAL AND ONE 6"LAG EVERY 16"ac EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE SEE DETAILS FOUNDATION 11OFT:LBS HOUSEPLATE rA B HOU�� LAG A& B ATTACHMENT —--T----- LOAD —S --- 4195\,VNOT TO SCALE ; SEE DETAL _ SPLIT SEAM VINYL FLASHING,ON J DETAILS 4'x4'DECKING MODULE RECESSED TOP OF HOUSE PLATE INTO UNDERSTRUCTURE AND TRUSS PLATES SPACED SUPPORTED BY WOOD ON WOOD . APPROX.EVERY 8'cc CONNECTION WITH GIRDER BEAM LEDGERS AND FASTENED WITH SEE PETAL TYPICAL FRAMING MEMBER -(2)3"NAILS EVERY 10'oc & POST K DETAILS 2"xL8"TRIPLE HOT DIPPED PLATES ON BOTf1 SIDES OFUNOTCH 20 GAUGE GALVANIZED Tx10"NOTCHED TRUSS PLATE INSTALLED WITH 10 TON PRESS HWSE PLATE sEEeErAts.CANTELEVER AND 2"x4"LEDGER ON BOTH ENDS I & I TWO 3"GALVANIZED 2"x4"LEDGER POST DETAILS S§REW SHANK NAILSSEE DETAIL 8 c-c. SEE 2"x6"LEDGEROET� MODULE r C & UNDERSTRUCTURE lJ DETAILS E DETAILS OTCHED BEAMS FORM A WOOD ON WOOD CONNECTION WITH THE 2"x4"LEDGERS OF CONNECTING BEAMS. (8)3"GALVANIZED SCREW SHANK NAILS TO BE TOE-NAILED INTO EACH HOUSECONNECTING BEAM. NOTE--SEE DETAIL®FOR: FRONT ANDATE OR SEE FRONT BAND 2"xto°Cposs misr 11i POST AND FOOTER LAYOUT WITH 2•xb"LEDGER STAIRWAY (2)FRAMING AND UNDERSTRUCTURE LAYOUT ' 2"x4'LEDGER +. Q DETAILS 131 RAILING LAYOUT 2'x10-GIRDER BEAM 2"x10'SIDE BANG yy//ITH 2"x4'LEDGER WITH 2"x4"LEDGER (4)STAIR LAYOUT (MAX JOIST SPAN IV-0'1 CONTAINS TRUSS PLATES ISOMETRIC DRAWING C FRAMING/UNDERSTRUCTURE CONNECTION DETAIL ON ONE SIDE ONLY r` 1 DESIGN EXCEEDS 601b.LIVE LOAD 2•zt0"FRONT BANG 0 L wITH rxk•LEDGER 45a/4• , DESIGN EXCEEDS 601b.LIVE LOAD CONTAINS TRUSS PLATES ON ONE SIDE ONLY 8'-0"MAX SPACING ,,,, ,• ,,,,,,••„ - LATERALLY BETWEEN POST - 20 GAUGE GALVANIZED TRUSS 2"x10"GIRDER BEAM SIDE t/B•WATER 2y �3�6 PLATE FOR REINFORCING BAND,OR CROSS JOIST 5/4x4' LE�C£R�OARD GIRDER BEAM NOTCH. INSTALLEDX T T DRAINAGE GAP NAILER BOARD 1 WITH A 10 TON PRESS. 5/4%4.DECKING $E&C - t DESIGNER DEC( : zz 66�3y/6• t NOTE: FRAMING LUMBER TO BE SOUTHERN LEEOGERiOARD NCHDIRECTI NAILS # PINE NO.1 EXCEPT FOR ALL STRUCTURAL - - 16'MAXIMUM LENGTH MEMBERS SPANNING OVER 8'-0"ARE TO BE TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES,AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND SELECT STRUCTURAL WITH F 2050 PSI. 2'zb"LEDGE b= SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS.A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL DECK BOARDS TO BE 5/4"x4" SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS 1 NO.2 STANDARD GRADE SOUTHERN PINE. OF Ihq E U D ST UCTU E SSE BLY LUMBER IS TREATED WITH PRESSURE TREATED F��N SS4 1 O DESIGN EXCEEDS601b,LIVE LOAD ��MODULE INSTALLATION WITH FRAMING OVERVIEW NON-ARSENIC BASED PRESERVATIVE TO ��'�` �G NOT TO SCALE DESIGN EXCEEDS G 'LRIELOAD I THE REQUIREMENTS OF AWPA C2-92 h`, <<+; 2'00°HOUSE f L OLLL 2000 lb.SOIL BEARING COMPACITY F x`��� •�S SEE DETAIL AND FOR POST 2"xlD*SIOEBAND PLATE X-BRACING TO BE USED IN DECKS OVER 14'-0" CONNECTION Y0UNDE STRUCTURE. 1 FRzONTBAND NG li TREATED OR GREATER RETENTIONER OWGRE WILL BE ,g IN. 2'Xi0"FRONT BANG p4AILED INTO'TOE DETAIL®) /�i`TEP CANTELEVER BEAM. DIPPED GALVBANIZED SAG` 2 LAG WITH WASHER 'x6"BACK JACK $faNA1-"� AND 1213•NAILS 2'x4"LEDGER THE NAIL PATTERN CONNECTING 6"x6" THE POST FORMS a IS TO BE 3 NAILS 8'oc DECK POST TO DECK 3/8'x4'DOUBLE HOT A WOOD ON WOOD INTO THE INNER JACK 3/8'x6•DOUBLE UNDERSTRUCTURE DIPPED GALVANIZED CONNECTION WITH HOT DIPPED FOUR 3"GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE. ' GALVANIZED SCREW SHANK NAILS AND 1213"NAILS ' PLATED AGS 2'x6°FACE JACK SPA EVERY 10"o. CONNECTING 6'x6' 6") L CEO E E c AND WASHERS 6�6 p�E p ty}r DECK POST TO DECK fVoo c&p��TTppEE''pppLEM LY I DOUBLE 2'x6' B2�a.c MAPHUUM LATERAL ( _ .�NAME .®NUMSEM CANTELEVER SUPPORT TWO 2"x10'S UNDERSTRUCTURE AOf MAXIMUM COMING OUT K E L L Y 982365 NAILED WITH 2 NAILS CANTELEVER BEAM - O SPACING . EVERY 6'ac(TOTAL OF 10 �'1` ALL LUMBER W/GROUND PST NUMBER DATE NAILS PER SUPPORT)INTO I CONTACT TO BE TREATED POST. a8•MIN. AT.40 OR GREATER 5/11/07. 2"x6'INNER JACK 48"MIN. 5 aW THE NAIL PATTERN GRADE RETENTION LEVEL sT1�r cm gEL�w 8`x15'CONCRETE 8•z15'CONCRETE IS cINTOF AILS 6�6 7p�p 6) GR�E FOOTING(FACTORY FOOTING(FACTORY 3 FIVE CORNERS RD. CENTERVILLE 8'oc INTO FACE JACK LAMINATED�MPOitx• PRECAST�83000 P.SJ. PRECAST 3000 P.S.I. - ki MAXC1IW UNDER COt7TROLLED UNDER CONTROLLED BARNSTABLE MA 02632 CONDITIONS) CONDITIONS) - DESOBR DRAWN BY ICC LEGACY REPORT s OF �i STEPHANIE CARPENTER 93-52.01 " (TRIPLE "x6" P J105ALOONNEpTOA OR ONOW yyb pDR 1 NOT TO SCALE Ex�t3MW-b-LIVE LOAD 1 OT TO SCALE EXCEEDS 6016.LIVE LOAD 1 0 TO SCALE EXCEEDS6ft LIVE LOAD DECK DIVISION FOR HOME DEPOT PAGE( l O F 2 1041 CANNONS COURT WOODBRIDGE, VA 22191 ®COPYRIGHT 2000 US REMODELERS INC. HORIZONTAL STARTING POINT VERTICAL STARTING POINT 0'-2"BELOW DOOR 0'-6"FROM RIGHT CORNER OF HOUSE THE RAIL POST ASSEMBLIES ARE - - pnix TO BE SPACED AT 70•oc MAXIMUM 2'14'RAIL CAP ON DECK PERIMETER BAND. NAILED WITH 2 NAILS IN EACH POST 2"x4"RAIL CA 2"x2"PICKETS 2"x4"RAIL POST AND 1 NAIL EVERY 12"oc INTO TOP RAILING PLATE. 2'z4'RAIL PLATE NAILED WITH 3 NAILS IN A ' - TRIANGULAR FORM INTO INTO EACH RAILING POST. 2"x4-RAIL PLATE X X 2'x4"POST JACK- '= NAILED WITH 2 NAILS EVERY - 10"ac(TOTAL OF 6 NAILS PER POST 2•z4'RAIL POST �/ - JACK)INTO EACH RAILING POST. NAILED WITH 2 NAILS EVERY 2"oc /� - "\ - (TOTAL OF 8 NAILS PER POST) . 12'RAILING (V IUNDERSTRUCTURE.OTHEPERIMETER 2'x10"DECK Yz10'DECK BAND X (SEE DETAIL Pi) L APPROX.48 L APPROX-68' SUPPORT POST SUPPORT 2•x4'POST SUPPORT 12'RAILING NAILED WITH 2 NAILS EVERY 3/8"x4'AND 3/8'x6' t�PAILM TO>K WOO. 2"x2'PICKETS SPACED LESS THAN (SEE DETAIL P1 1 X X POST (TOTAL T 6 NAILS PER DOUBLE HOT DIPPED LATE RAnDECKING STD T� GALVANIZED RI ANDNG SHANKENNAILS 1/2 POST SUPPORT)INTO PAIL POST. GALVANIZED PLATED LAGS WASHER CONNECTING 2'z4• PER 2'x4•RAIL PLATE. RAIL POST TO FRONT BAND X X 2•00•DECK BAND P TRADITIONAL RAILING DETAILS V NOT TO SCALE I0um DOM=200 W.LIVE LOAD X X X X STAIRWAY TO GRADE (SEE DETAIL®) ZZ 6'RAILING 6'RAILING t2n-6 T� 7°10T6' PewaTeR 4'RAILING (SEE DETAIL P1 I ISEE DETAIL©) xa -4 LEDCIIt earm (SEE DETAIL P1 I �� � 4'RAILING �(�� �(��' BOLT CED S �V�' LAG BnIT (SEE DETAIL P1 I A MINIMUM OF(2)-1"x4"WIND Z �x6 zx6 O BRACES ARE TO RUN DIAGONALLY S�� S�`� S�� s� FROM THE CANTILEVER TO THE FRONT BAND. THE WIND BRACES tzTAn ARE TO BE NAILED INTO THE BOTTOM ONE OF TRM OPTIONS WOLL>K USEM FOR ALL STAWS ON BM SIDES WHERE STRDIMR ATTACKS TO neat EDGE OF EACH OVERLAPPING MEMBER WITH THREE 3"GALVANIZED GRASPABLE HANDRAIL TO CONSIST OF A 2•x2•PICKET SCREW SHANK NAILS. MOUNTED BETWEEN 36'-38'FROM THE STRINGER WITH STAIR PAD IS TO BE SET LEVEL ON THE ` - HANDRAIL BRACKETS EVERY 6'. TOP AND BOTTOM OF GROUND AND NAILED INTO EACH STRINGER 81 41 - 4 I 4, VINYL FLASHING TO BE USED HANDRAIL IS TO TURN BACK INTO RAIL PLATE. WITH 6 NAILS `WHEN APPLICABLE TO CHANNEL 3/8•x6'LAG BOLT TO ATTACH WATER AWAY FROM HOUSE. 2'x4'RAILING CAP IS TO BE EACH STRINGER TO DECK 5/4'x4:DECKING NAILED INTO EACH POST WITH 2"x4"BAND APPROXIMATE ELEVATION 1'-7" 3'NAILS AND NAILED INTO _ THE TOP RAILING PLATE WITH 2'x4'TOP - _ ONE NAIL EVERY 10"oc RAIL PLATE Y POST/ FOOTER FRAMING/ UNDERSTRUCTURE RAILING AND STAIR LOCATION • 2"x10'KICKPLATE NOT TO SCALE DECK DESIGN EXCEEDS 601b.LIVE LOAD 2•x4'BOTTOM RAIL PLATE 2"x12'TREAD 5/4'x4•NAILER STAIRS HAVE 11-5/8"TREADS WITH 7-5/8' BOARD - RfSERS EACH TREAD IS FASTENED 2'z4'RAILING POST TO THE STRINGERS WITH 3'NAILS IN EACH END. THE STAIR RAILING POSTS ARE NOTE:STEP PAD TO BE WRAPPED NAILED INTO THE STRINGER WITH WITH RIPPED IE NECESSARY PEERR FIELD CONDITIONS 6 NAILS,AND INTO BOTH THE RAIL PLATES WITH 3 NAILS EACH. 20 GAUGE GALVANIZED 2•x4"TREAD CLEATS STAIR PAD DETAIL TRUSS PLATE INSTALLED 4'CORNERWING MODULE RECESSED 'x4'LEDGER TREADS ARE SUPPORTED BY INTO UNDERSTRUCTURE AND �F WITH 10 TON PRESS BE A CLEATS WHICH ARE TO 2•s12'STRINGER SUPPORTED BY WOOD ON W000 BE ATTACHED TO THE STRINGERS CONNECTION WITH GIRDER BEAM WITH 3•NAILS AND(2)3/8' THE STAIRCASE IS TO HAVE 121 2'z12' LEDGERS AND FASTENED WITH (2)3•NAILS EVERY 10-oc. 2"x10' 'x 2-1/2"LAGS PER CLEAT. STRINGERS ONE ON EACH SIDE.EACH FRONT BAND STRINGER It TO BE TOE-NAILED INTO SPLIT-SEAM HOUSE THE DECK WITH 3'NAILS AND INTO THE PLATE OR FRONT BAND a I STAIRPAD WITH 3"NAILS. "xi' NOTES(STAIRWAY ILLUMINATION 2'x10•TREAD - ORNERWING PER CURRENT CODE) 2•x12•STRINGER ZZ 66 tN Of M \ 2"z2'RAILING PICKETS 3/8'x4 DOUBLE HOT KICKPLATE - ErV AS$, 2'x4'LEDGER(APPROX.48'1 2•x10'yIRDER BEAM pp aa SPACED LESS THAN 4•APART AND DIPPED GALVANIZED TO CONNECT SPLIT SEAM NOOSE6► S� TGERS GIBER BEAM (SEE RETAIL i NAILED WITH(2)2-1/2'NAILS PER PLATED LAG BOLT ria G P`ATES OR FRONT BANDS WITH A TT STAIR PAO NAIL'RAIL PLATE 2"x4"CLEAT C ,�� 1213'GALVANIZED SCREW SHANK ® p AY?:. !d NAILS EVERY 8"oc. 2•x4"BACKER PLATE - 4'x6"POST 0 WMIDIATED a u H N0.1 GRADE xb• Y A. ^.;a S THE BACKER PLATE IS NAILED NQ 4 x 37 UM I T T O HE RAILING POST WITH 3'NAILS, 8'x12"CONCRETE FOOTING FRONT BAND INTO THE RAIL PLATES WITH 3"NAILS, PRECAST e _ (FACTORY PRECASTIt, .6 O Q- AND INTO THE STRINGER WITH 3'NAILS P.SJ.UNOER CONTRO ED CONDITIONS) G/` A� /•� 2'x10'CORNERWING TRH LE LAM) E p5 ' � STAIR ISEE DETAILS�AND(01 •x6'TRIPLE �POSST AND PORTER DETAIL 48" ►CtvAt.E��G CORNERWING UNDERSTRUCTURE IS E N T D P T LAMINATED T NOT A CONNECTED TO FRONTBAND WITH ' (SEE DETAIL) TTR�pp�E` p N�TE�p�5 (81 3'SCREW SHANK NAILS ISEE OETAILSmANDODI T 8'x12"CONCRETE �CORNERWING INSTALLATION W/FRAMING OVERVIEW INSTALLATION W/FRAMING OVERVIEW FOOTER ISEE DETAIL n ) �QISTAIR DETAILS UP TO 6'-B"ELEVATION 8 48"WIDE,WITH EXTENDED PAD �POST pISSpTOOTgE WIT N 'I3 NOT TO SCALE DESK E=S 60M Live I= CONNECTION.SEA $ SPLIT SEAM UNDERSTRUCTURE CONNECTION 1 NOT TO SCALE 11ESICi1 ExlD�os 601b.uVE LOAD I NOT TO SCALE DESICii EXCEEDS 601b.LIVE LOAD 1 KELLY 982365 ECK DI10�S WIC14S cou i�ME DEP❑ PAGE: 2 OF 2 VA 22191 0 COPYRIGHT 2000 US REMODELERS INC.