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HomeMy WebLinkAbout0065 CHOLE COURT , j a MEMO r r NO g ow �NO1, OMM t = ur10 �1Pr11 p.p o ' Y i"1� " 'o•; a (, ,n '` n t u N a1 y�' 9, "•1•t' `� ° b t , f ! Vitt ' a"� .. fir N q :la *.lf• '" r��' _ r'+,Y 4 µ:�!. rf x, ,d. 'h�Rf+,l • 'i .i.-� i,• "u -fit+ Ia �_ .Z "r°k. +' ,�tT`, � ,� + :tl .. r�M 4N�11 y' m E -5 '�1i1 •° + I hyq• r tl• �. IN ( .p f• Nr Y n nI9 ��. J" ". 'S'�� t'f'. { } ,. .., ,nY• ' H. .1 5Y ';• •"x' it ',�y I # ! ;y „ " '1 i r• ,�f +x 4'i '� f•i�t. r# ,•tr " x,+ o ,IIY i y R 5�Y1x 4t i {„ rj ,q. 0 A 'i#'• i e '1 1 `L. Al r. (t .z ��i,r v ,yi ,q� µ !. .,,�. 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'N ' i� �•.by @ 'Y' +iif: (I , • ��( fi '} ,# '' f of Yi l v 1.'f t N. 1 Y f q t ,�•le 'qa 5 -t j , •+ ,#tr „ .t� (il q '4' Yi qb.#., 7 Ir Y Application number.......................................... .... u3 .35 QF Fee MOTBuilding Inspectors Initials............... ................. JUN 2 !� � 12019 date Issued:...............Le.,�z.!..�.!..°�.......................... OWN U� 8,NRNSTABLE Map/Parcel......... ..U. . ........................ TOWN OF BARNSTABLE EXPEDITED PERMIT APPLICATION: ROOF/SIDING/WINDO W S/DOORS/TENTS/STOVES/WEATHERIZATION PROPERTY INFORMATION Address of Project: 4 � A,, �� d� � i � OW61.0 NUMBER a STREET VILLAGE Owner's Name: ?T �yS"� /�ita9is Phone Number �ld 7 Email Address: Cell Phone Number 0, Project cost$ Prot Check one Residential Commercial OWNER'S AUTHORIZATION As owner of the above property I hereby authorize to make application for a building permit in accordance with 780 CMR Owner'Signature: Date: TYPE OF WORK D Siding [ Windows (no header change)# El Insulation/Weatherization 0 Doors(no header change)# Commercial Doors require an inspector's review ED Roof(not applying more than 1 layer of shingles) Construction Debris will be going to CONTRACTOR'S INFORMATIOON' Contractor's name /►�of / eoc Home Improvement Contractors Registration(if applicable)# AVol (attach copy) Construction Supervisor's License# r '/� (attach copy) Email of Contracto A44-/,4*c i ea e G Phone number iv? .7o2o° /1Tf" ALL PROPERTIES THAT HAVE STRUCTURES OVER 75 YEARS OLD OR IF THE SUBJECT PROPERTY IS IN A HISTORIC DISTRICT, YOU MUST OBTAIN HISTORIC APPROVAL BEFORE A PERMIT CAN BE ISSUED. . . APPLICATION NUMBER.......................................................�.. *For Tents Only* Date Tent(s)will be erected Removed on number of tents total Does the tent have sides?Yes No (If yes please attach floor plan with exits marked) Dimensions of each Tent X X X Additional tent dimensions can be attached on a separate piece of paper. Purpose of Event Check one: this event is a: for profit non-profit event Check one: Food served Yes No Flame Spread Sheet of each tent must be attached. Provide a site plan with the location(s)of each tent Fuel source being used LP tank 20 lbs. or>Yes No____, if yes, a gas permit is required. Natural Gas Yes No , if yes, a gas permit is required. If food is being served at your event please obtain a Health Department approval between the hours of 8:00am-9.30 am or 3.30 pm-4.30pm. Commercial events may require Fire Department approval, *WOOD/COAL/PELLET STOVES Manufacturer# Model/I.D. Fuel Type Testing Lab Offsets from combustibles: front back left side right side HOMEOWNER'S LICENSE EXEMPTION Homeowner's Name: Telephone Number Cell or Work number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT'S SIGNATURE oo Signature Date `o;�iz 41 All permit applications are subject to a building official's approval prior to issuance. -Install PVC gable vent $225.00 -install LEAF Relief in all gutters on back of the home $1,580.00 NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract to be discussed Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5% per month. Thomas Home Improvements warranties the workmanship completed under this contract for a period of ten years from the date of completion. During the stated warranty period Thomas Home Improvements shall be responsible for the service of the repair or adjustment, but Thomas Home Improvements shall not be responsible for the normal maintenance, repair due to abuse, misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by Thomas Home Improvements shall be passed directly to the homeowner. The homeowner may be required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for Thomas Home Improvements under the warranty provisions;the choice of repair of replacement shall be at the discretion of Thomas Home Improvements The general contractor acknowledges that the form, content, and notices contained in this contract are intended to comply with the applicable portions of the Mass. General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance,only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition, any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Qatp: Romemner Contractor �I ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel oaN Application # �1515� ?S Health Division Date Issued Z--Z6 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address C� Ck a le, C�__ Village � � (( owner t t Address S a M G ���.r d ��i��5 Telephoned 11 7J4 1505 Permit Request d - 3 Ge I H t Q e, +o �r � �" � tT IBC � (I� '►7 r Square feet: 1 st floor: existing proposed 2nd floor.: existing proposed Total new Zoning District Flood Plain Groundwater Overlay 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 ❑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 0 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn. Ll existing',�L] new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ OtherW,If Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4No If yes, site plan review # J Current Use Proposed Use i APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r(. 4XIC4"Ap- --LI\-c, Telephone Number Address "D f6 � 1 n Xue, License # 10 K� Home Improvement Contractor# Worker's Compensation # I'll vO8 5 6 ''3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE a t- 1 FOR OFFICIAL USE ONLY r APPLICATION# DATEISSUED MAP/PARCEL NO. r� ADDRESS VILLAGE OWNER b DATE OF INSPECTION: g�FOUNDA}TI.OMumY�;a 'llirm e i " FRAME :4 N:INSULATION,,., FIREPLACE i ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL T o� GAS: ROUGH FINAL FINAL BUILDING F DATE CLOSED OUT ASSOCIATION PLAN NO. Building Permit Authorization I, Gerry Brisbois , as owner - hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office: 508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at 65 Chole Ct Barnstable, MA 02630 Signed Date •� Cape Save Inc. 7-1) Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 3/10115 Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permit 201500751 c Dear Mr. Perry This affidavit is to certify that all work completed for 65 Chole Ct,Barnstable has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey ` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L p Map U Parcel A at i o Health Division Date Issued Z-Z'7`"!`f PP Conservation Division Application Fee Planning Dept. Permit Fee At 3tP_O Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Stree Address �✓ ©�� ��//� Village OwneA1AV- V J Z0-4 Address le L Telephone 50e 7•-_�3 Permit RequestH/a� Square feet: 1 st floor: existing OLproposed D 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation - ��Construction Type �G� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Ad. Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes #No On Old King's Highway: ❑Yes ❑ No Basement Type: 4 Full ❑ Crawl ❑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❑YO ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑;.existing ❑:new maize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ . C33 Commercial ❑Yes ❑ No If yes, site plan review# � Current Use Proposed Use rn APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Dame Telephone Number —4!�Pw/ Addresse� License # A/41 e;4� Home Improvement Contractor# Email .�d, ; � a2 .� �• �e.�r C� Worker's Compensation # ALL CONSTRUCTION DEBRIS TING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY 1 s APPLICATION# k DATE ISSUED MAP/PARCEL NO. 0 E ADDRESS VILLAGE i .. OWNER r DATE OF INSPECTION: f FOUNDATION s FRAME5E- 1 INSULATION n: FIREPLACE , ELECTRICAL: ROUGH FINAL s' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT a ASSOCIATION PLAN NO. 4 4 t. i �ZRE rO�ti Town of Barnstable Regulatory Services BARNSM MASS M ' Richard V.ScaI,Interim Director 1639. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete.and Sign This Section If Using A Builder as Owner of the subject P property hereby authorize -Tk 0 h&& !U%I Q 1 Q to act on my behalf, in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms axe the responsibility of the applicant. Pools are not to be filled or,utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner SignatutdQf4plicant Print Name Print Name Date Town of Barnstable Regulatory Services oFt rort,. Richard V.Scali,Interim Director 0 Building Division a RARNCPA 31 t - Tom Perry,Building Commissi er 9� 1639, ��� 200 Main Street, Hyannis,MA 601 www.town.barnstable. .us Office: 508-862-403 8 Fax: 508-790-623 0 HOMEOWNER LICEN EXEMPTION Please P nt DATE: JOB.LOCATION number street village "HOMEOWNER": name ome ph o # work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended t lude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does t po sess a license,provided that the owner acts as supervisor. BE OF HOMEOWNER Person(s)who owns a parcel of land on which he/she sides or' tends to reside,on which there is, or is intended to be,a one or two- ' family dwelling, attached or detached structures acce sory to suc use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a omeowner. uch"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she sha be re onsible r all such work performed under the building ermit. (Section 109.1.1) The undersigned"homeowner"assumes/hje/she lity for compliance the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies understands the Town of arnstable Building Department minimum inspection procedures and requirements and that heomply with said procedures d requirements. Signature of Homeowner Appi-oval of Building Official Note: Three-family dwel gs coritaining 35,000 cubic feet or larger will be requir to comply with the State Building Code Section 127.0 Construction Con 1. ` TI HOMEOWNER'S EXEMPON The Code states tha "Any homeowner performing work for which a building pe mit is required shall be exempt from the provisions of this s ction(Section 109.1.1-Licensing of construction Supervisors); rovided that if the homeowner engages a person(s)for hi/e to dd such wbrk,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the r sponsibilities'of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) is lack of awareness.often results in serious problems,. articulail when the homeowner hires unlicensed persons. In th' case,our Board cannot proceed against the unlicensed person as it would-with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. 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Verification of building locations, property;line dimensums; fences:. or;lot oonfiguraUoa:.can;=only be accomplished by: an accwate'instrument survey.--which may._reflectdiffe rent:informatton than what is,<shown hereon =`Please-note that chic`'is< NQT A-:1§6 NDARY SURVEY and°.is "FOR:MORTGAGE PURPOSES .ONLY". >- ;: COLONIAL LAND SURVEYING COMPA , INC. f 2-0 Hanover_Street Hanover Mass.023, • Phone: 781426-7186 • Fa% 7$1 826-4823 _: C Assessor's office(1st Floor): Q Assessor's map and lot num r O O o�TMt T Conservation(4th Floor. 7J o a Board a Health(3rd f r:n _17� y ' Sewage Permit numbs 1J f `' �1 ,. ""�Lt Engineering Department(3rd floor): moo t619. House number ��eAr Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1.00-M P.M.only TOWN ' OF BARNSTABLE BUILDING ' INSPECTOR _ APPLICATION FOR PERMIT TO ` Co h gt'r u eT O-,u) i M VA i ru ! TYPE OF CONSTRUCTION _ f 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location CV1Ols Col►t2T Proposed Use S w im M t NS 76ML Zoning District Fire DistrictYtJStA�I( Name of Owner RM A 4--I A �fIRIR Address-W.aoLG G� �NS`�Af�l V t a-A tf Name of Builder S6bn Shore Cent**- mgc— Address _12 RKAJr SZ• t: (Prt cn YA A Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area W�LE 1167 Diagram of Lot and Building with Dimensions Fee 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 Si ipervisor's License O 5le 010 BARREDA, AMALIA A+278, 0.24 No Permit For BUILD SWIMMING POOL AND FENCE _ Location 65 Chol P cmirt f Barnstable Owner ' �palia Barreda 1 Type of Construction Plot - Lot Permit Grarited July 22, 16 94 I = kS` Date of Inspection- " Frame" 2. 19 Insulation 19! T Fireplace 19 Date Completed �B 6� r . _3 __ �t � , '• •fie s j -t i f�- TOWN OF SARNSTARn; a LLI _ z D 1 ro� O U O � m D 3 V t};I F�r,)e`NEW 4 i DECK AREA 14-0 z Q x (� a EXISTING HOME EXISTING T-f01"« 4'-0' 4 U s V 2110 IIPTII TYP.HANGERS NEW COVERED PORCH— a-1XI0 PT—� II II II II O.C. TYP.HANGERS 1-2X10'e PT T4, TYP.S"RD.COLUMN STEPS T-6�1" Y-Sb" -• T'-514" - T'-6�4" E 30'-0' 1X6 C.J. 2XI0 PT Y ®16"O.C. a2XI0'PT'-i FLOOR PLAN TYP.10"RD.GOLUM TYP. O 24"X "X12" FILLED mn-2 O.G. II FLOOR FRAMING PLAN TUBE ON 14"X24"X12"FTG. 2-1XI0'e PT OR EQUAL. STEPS EXISTING ® EXISTING M EXISTINGa EXISTING EXIST G e� TYP. IXS/IX3 s� SPHALT ROOFING RAKE BROS. EXISTING ® ® ® ® ® ®CR, ..... ...... LEFT ELEVATION FRONT ELEVATION BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE THOMAS P DAMELIO III CT. PROPOSED COVERED ENTRY, o/[�J/ L/L'J� 10-IZ-13 • JB • IoF BUILDING d REMODELING WEST BARNSTABLE, MA. COVERED PORCH AND DECK. �I (1)L AC`B ILDING IAODE9 AND ORDINANCES!B R.&N IE E FORI NOT BE HELD RCESPOH ALE (')ERACT BEIDETED REINFC$tC�ENT OF ALL LOCAL SOIL CONDIT CONCRETE FOC CEP ABLE M ALL FO08TRUC-1.1 E EMENtO FOR FNIOS I E lE I�OEF'N. pQ � z - FOR 81M CONDITIONS OR FOR THE WE OF THESE DRAWINGS DURING COMTpWCT1ON, PRACTIDES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. ( WIN LOCAL ENGINEER AND BUILD—OFFICIALS. llCdT eIARMJTA@LE ML cae�e (FaOBJ 494-9534 2XS RAFTERS B 16"O.C. 1/2"ROOF SHEATHING RIDGE VENT 19°ASPHALT PAPER 2XI0 RIDGE pvcaq.a,pa.,pva.......vpay.pavvpvvvp........... ASPHALT SHINGLES I� 8 RAFTERS o 16"O.C. 5 2X ° 1/2"ROOF SHEATHING 1: 15-ASPHALT PAPER li .I �I a a a I%6 i/G ESRDB ASPHALT SHINGLES 13/91 BED MLDG. IIE�C� 2.2X10�TIN / BIRDS 13B"BED ' oV �O 3-2X10'e POCD � I0 NAILER ,, 0 IRCH ........ .............. . COVERED om ___ ___ _ - - - - _ ....... �IlIp�°`°'°'°qf`rt' ..............c....• �J// Q ENTRY � a...a.a:e.a.aa.a.6ve .Gd:6' 1:To.e:v.Cp...o.� �" F Ix Dec I G IX DECKING =m <•—2XB'e m 16"O.C.—s ' I(� ........................................................a a.......... - lo.Pr.l 2k10'e PT o 16"I� ___ _____ _________ __ _4_ __ _4____._____ _____ ---_...............................a....... ..... ROOF FRAMING PLAN ,�0° a a • 0 COVERED ENTRY CUSTOM GAP - CROSS SECTION CUSTOM TOP RAIL BIDING. _ '3 COVERED PORCH * ' 2X2 BALUSTERS 4"MAX.CLEAR Q I SPACE BETWEEN CROSS SECTION K ICE 4 WATER BEHIND NAILER di ISR ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP F CUSTOM TOP RAIL IX DECKING 3-2XIO PT BEAM �a THROUGH BOLT TO EACH POS - 2XIO'e B IS"O.G. WITH TWO 3/4"DIAM.BOLTS. IX TRIM BRD. ASPHALT ROOFING TYP.JOIST HANGERS ,.- POST ANCHOR 15 ASPHALT PAPER ' ^ , 2)(10 PT NAILER BOLTED I ' I/2"SHEATHING c=_43 TYP.2- " " 5/8"XS" ,°•° W-3/4 LAG BOLTS 24 O.G. ° TYP.H2.9A TIES ° GALV.CARR.BOLtB e•. e•, I ? •° DRIP EDGE ° °Ge 5"GUTTER GALV.CARR.BOLTS �•,° �•, m 16"0C TYP.6X6 PT POST --o-- TYP.ABU66 BASE (UPLIFT 2300) a ,• •� '° IXB FACIA TYP.4X4 PT POST TYP•ABU44 BASE .°Sla ,°d GRADE •° ° °•!e !° IX SOFFIT (UPLIFT 2200) o. °•!°'°• e3�° 2-I/4"VENT ° ° GRADEVia° ° •e 0'e• °. ,O•° I-3 IS"BED MLDG. °••°Os• a A ° 3-2XI0'e "I•! °Q ° TYP.BC6 CAP Q ° ° ASPHALT ROOFING 0 (UPLIFT 1050) '°°•! °'! ° p Q • 15"ASPHALT PAPER °(u °Q/ A d' 1/2"SHEATHING (L ............ TYP.H2.5A TIER X °�/•° e ° . EXTERIOR DECK DETAILS DRIP EDGE ° 9"GUTTER • Q .ii! IXB FACIA °. IX SOFFIT E 02 AV EAVE DETAILS .<��° �•.•' `. °da . 2-I/4"VENT I-3/B"BED MLDG. .° .a' .°de .°d•e .°d'A 2.2XIO'eFO 0 P.BC4 CAP °0. `dA °dA •:°d'IBIG. . . . . .. . . d (UPLIFT SOO) •°. •. a .e!ad`BIGz FOOT`• "me I X I ' " I COVERED ENTRY DETAIL COVERED PORCH DETAIL A E v s I EAVE DETAILS BUILDER JOB ADDRESS DESIGN /J n QaluO iffl i 0 oMm(�alas V aO com DATE REVISION DRAWN BY y PAGE SCALE fen- BUILDING ` THOMAS P DAMELIO 65 CHOL£ CT, PROPOSED COVERED ENTRY, �✓ 10-IZ-13 0 JB 2 of 1/4"-1 o" E REMODELING WEST BARNSTABLE, MA, COVERED PORCH AND DECK. !U PURCHASE OF DRAWINGS LEAVED INN C M M RE316N5 TBLE FOR COMPLIANCE WRN ALL l2J E%AOT SIZE AND REINFOROEMENT OF ALL CONCRETE FOOTINGS !D)ALL—T R SHALL EMEND BELOW FROBTLINe VERIFY DEFTN. z LOCAL BUILDING CODER AND ORDINANCES•JB DEDRAWI MAY NOT BE HELD REBPONDIBLE MUDT BE DETERMINED U LOCAL BOIL CON DESIGN WITH AND ACCEPTABLE (A)VERIFY ,ENGINE ELEMENTS FOR DEDIGN!SIZE P.0.ZbX•� (90B1 494-9634 OI DR 81TE GONDITION9 OR FOR THE WE OF tNEBE DRAWINGS WRING CONDTRUOTION. PRACTILEB OF CONSTRUOTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUDDING OFFICIALS. IlEGr�R'WFABl�MA•q�0 Z u� floaAWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE m CHECKMASSAGHUSETTS CHECKLIST FOR COMPLIANCE l 80 CMR 5301.2•I.Ij COMPLIANCE 1.1�GOPE mop" EX 40 w/uND ZO WIND SPEED(3.8EC.GUST)....._--------------------_----------------------_..........................110 MPH WIND EXPOSURE CATEGORY._______________________________________________________________________________B �,- 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) 2 STORIES<2 STORIES�L ROOF PITCH_________________________________________(FIG 2) ..................................... 0/12 (12,12�— MEAN ROOF HEIGHT..................................(FIG 2) .____-__--_-----_--_-_-____--__-.-.--JQ-FT(33'- / - BUILDING WIDTH,W-----------------------------------(PIG 3).......__._....__....._.._._.__._..... FT<00'�L NUMBER OF NUMBER OF BUILDING LENGTH,L---------------------------------(FIG 3)......._...___...__.................�_FT(90'�_ JOINT DESCRIPTION COMMON BOX NAILS NAIL SPACING BUILDING ASPECT RATIO(L/W)________________________(FIG 4)..--.-_-._-......._...._.....____..._-2.QQ_(3�1_�_ NAILS NOMINAL HEIGHT OF TALLEST OPENING]________________(FIG 4)................................. 0'9" ROOF FRAMING 1.3 FRAMING CONNECTIONS BLOCKING TO RAFTERS ROE-NAILED) ]Bd 2•IOtl EACH END GENERAL COMPLIANCE WITH FRAMING CONNECTIONS._.. (TABLE 2).............................................. �— ND•RIM BOARD TO RAFTER(ENAILED) !•Ibtl S-16d EACH END 2.1 FOUNDATION WALL FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF ISO CMR 5404.1 TOP PLATE AT INTERSECTIONS(FACE•NAILED) 4-1. 11. AT JOINT. CONCRETE.............................................................................................. �L STUD TO STUD(FACE-N ILED)AILED) 2.I6d 2-16 16°O tl 24'D.G. CONCRETE MASONRY..................______________________............................................ �L HEADER TO HEADER(PACE-NA I6d I6d .C.ALONG EDGESFLOOR FRAMING 2.2 ANCHORAGE TO FOUNDATION" JOIST TO SILL,TOP PLATE OR&ROM 4i(TOE-NAILED) 4d 4-lod PER JOIST B/8"ANCHOR BOLTS IMBEDDED OR 9/5"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY BLOCKING TO.JOIST(TOE-NAILED) 2-.d 2-IOd EACH END BOLT SPACING-GENERAL........................(TABLE 4)___________________ -! F IN. BLOCKING TO BILL OR TOP PLATE(TOE-NAILED) 3.16d 4.16d EACH BLOCK 68Y�2@PF2L@NP P.oor BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)--------_......................... IN <6 " LEDGER.TRIP TO BEAM OR GIRDER(FACE-NAILED) 3.16d 416tl EACH JOIST BOLT EMBEDMENT-CONCRETE---------------------(FIG 5)._-_.___-_____-___--._-...........e)IN,>1" JOIST ON LEDGER TO BEAM ROE-NAILED) 3-.d 3-IOd PER J018T BOLT EMBEDMENT-MASONRY......................(FIG 9).-_--_-.--._-__-__-__._---_._.___...C,IN.>IS,,�>L BAND JOIST TO JOIST(END-NAILED) 3.Ibd 4.16d PER JOIST PLATE WASHER.-.................................(FIG 5)......................................>3"XVXI/4"�_ - BAND JOIST TO BILL OR TOP PLATE ROE-NAILED) 2•I6d 3•Ibd PER JOIST 3.1 FLOORS ROOF SHEATHING FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 100 CMR.5.00),_................................ WOOD STRUCTURAL PANELS MAXIMUM FLOOR OPENING DIMENSION-----------------(FIG 6)-----------------_....................-1Z FT(& I/ I RAFTERS OR TRUSSES SPACED UP TO 16"O.C. ad IOd 6"EDGE/6'FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)............................. I_ RAFTER.OR TRU38E8 SPACED OVER 16"O.C. ad IOd 4"EDGE/4'FIELD MAXIMUM FLOOR JOIST SETBACKS GABLE EN WALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6"FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1)--------------------------------------0 FT(a_AL WITH NO GABLE OVERHANG MAX CANTILEVERED FLOOR JOIST GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6"FIELD SUPPORTING LOADBEARING WALLS OR BNEARWALL.(FIG a)_..................................... n_FT<d_,L W/STRUCTURAL OUTLOOKERBGABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 4"EDGE/4"FIELD FLOOR BRACING AT ENDWA........................(FIG 9)....._--_....................................... W/LOOKOUT BLOCKS FLOOR SHEATHING TYPE..............................(PER 180 CMR 55.00).................................. .AL FLOOR SHEATHING THICKNESS.........................(PER 100 CMR 55.00)................. B2GK1Ra' 0 IN,_I/ CEILING SHEATHING FLOOR SHEATHING FABTENING........................(TABLE 2)_�I NAILS AT IN EDGE/_IN FIELD._3L_ GYPSUM WALLBOARD Bd COOLERS T"EDGE/10"FIELD 4.1 WALLS WALL SHEATHING WALL HEIGHT WOOD STRUCTURAL PANELS LOADBEARING WALLS.............................(FIG 10 AND TABLE 5)....................... el FT<10' 1/ STUDS SPACED UP TO 24"04. ad IOd 6"EDGE/12"FIELD NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 50._____-_-_-___--___-_/_�.12_FT<20: V 10'AND 25/32'FIBERBOARD PANELS ad 3'EDGE/6,FIELD WALL STUD SPACING_________________________________(FIG 10 AND TABLE 5)..................../_IN<24"O.C.--AL - I/!'GYPSUM WALLBOARD Bd COOLERS - l°EDGE I le FIELD WALL STORY OFFSETS-------------------------------(FIG 1<e)..--_.-___-__-__-__.--._.._........_n FT<d FLOOR SHEATHING 4.2 EXTERIOR WALLS' WALL STUD8 WOOD BTRUCTIRAL PANELS I"OR LE00 ad IOtl 6"EDGE/i!"FIELD LOADBEARING WALLS.............................(TABLE B)............................2X NONF FT—IN-_3C__ GREATER THAN I" lod IOd 6"EDGE/6"FIELD .. NON-LOAD BEARING WALLS.........................R �FT ABLE 5)....._.._..•..__._._....._..2X.NO _IN_>L ND WALL BRACING' GA FULEHEIGHT ENDWALL STUDS......................(FIG 10).. GENERAL NAILING SCHEDULE L WBP ATTIC FLOOR LENGTH.........................(FIG IV----------------------------------NOWE_FT>W/3.AL GYPSUM CEILING LENGTH(IF WBP NOT USED)........(FIG IU............................_....NQNE_FT>O.9W�%/ AND 7X4 CONTINUOUS LATERAL BRACE•S FT.O.C.(FIG IU............................................... OR IX3 CEILING FURRING STRIPS v 16"SPACING MIN.WITH 2X4 BLOCKING a 4 FT.SPACING IN END............ �3L A JOIST OR TRUSS BATS.................................................................................. �1L DOUBLE TOP PLATE SPLICE LENGTH.................................(FIG 13 AND TABLE 6)..._.HEADERflP1.IGE__-._A FT SPLICE CONNECTION(NO.OF ISO COMMON NAILS) (TABLE 6)....................................... 12_ �L LOADBEARING WALL CONNECTIONS _ LATERAL(NO.OF I&D COMMON NAILS).........._.(TABLE 1).--_____-_'............................. 2 NON-LOADBEARING WALL CONNECTIONS LATERAL(NO.OF I6d COMMON NAILS)............(TABLE 9)---------------------------------------_2_ LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING OUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) HEADER SPANS.................................(TABLE 9)..............................A/�-F�•T�r�JN.<11' SILL PLATE SPANS_______________________________(TABLE 9)....__._._....._..__.........y._, 0 011'_AL FULL HEIGHT STUDS(NO.OF STUDS)_______________(TABLE 9).....................G>(6.P_7_......... _AL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) HEADER SPANS_________________________________(TABLE 9)..........................-..-5-FT-QJN.<12'-__1/ _ BILL PLATE SPANS______________________________(TABLE 9)...____-___-__-._-____---_.gFT Q IN.<12 1/_ FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 9).....................................&XO,PT �— EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEBUSL14 MINIMUM BUILDING DIMENSION'( W) NOMINAL HEIGHT OF TALLEST OPENING].--......................................................ZQ:�<6.81, SHEATHING TYPE--------------------------------(NOTE 4)......................................... n EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 41F LESS).___-_--__--_-_�___IN.�L FIELD NAIL SPACING.............................(TABLE IO) ...._...._...._............ IN, SHEAR CONNECTION(NO.OF Iad COMMON NAILS) (TABLE 101.......................................... �L PERCENT FULL-HEIGHT SHEATHING-----------------(TABLE 10)_____________________________________ 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'9"(DESIGN CONCEPTS)_________________________ �L MAXIMUM BUILDING DIMENSION,f L) NOMINAL HEIGHT OF TALLEST OPENING 2........................................................LQ<a'0" SHEATHING TYPE-------------------------------(NOTE 4)----------------------------------------- e) �L EDGE NAIL SPACING.............................RABLE II OR NOTE 4 IF LESS)._---___-_-_.---_._—IN. FIELD NAIL SPACING.............................(TABLE 11).........___.._.__...._..._.._. (N SHEAR CONNECTION O.OF I6d COMMON NAILS) (TABLE IU______________________________ :_..__ PERCENT RILL-HEIGHT BREATHING (TABLE IU...................................... Sx ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"(DESIGN CONCEPTS).......................... _I/ WALL CLADDING - 1 RATED FOR WIND SPEED2________________________________________________________________________________ I/_ _ 911 ROOFS ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL.SEE BBRS WEBSITE) ROOF OVERHANG...................................(FIGURE is)---------------IAA FT(SMALLER OF 2'OR L/3 TRUSS OR RAFTER CONNECTIONS AT LOADBEARIN&WALLS NOTES. PROPRIETARY CONNECTORS I. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2.TO COMPLY WITH THE UPLIFT________________________________________(TABLE 12).....................................U.J]QPLF REQUIREMENTS OF 780 CMR 5301,2,1,1 ITEM I.IF THE CHECKLIST 18 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL____________________________________ .....................................L.}]lkJPLF AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE SHEAR.......................................(TABLE 12)....____..._.._..._______.._.._..._.S,12-PLIF A,STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131________________________________T.-a]-pLF B,20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20)..------------ n FT<SMALLER OF 2'OR L/2 C,UPLIFT STRAPS PER FIGURE 14 TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D.ALL STRAPS PER FIGURE 11 PROPRIETARY CONNECTORS E CORNER STUD HOLD DOWNS PER FIGURE 10.AND FIGURE ISO UPLIFT----------------------------------------(TABLE 14)-------------------------------------U�. -B. 1/ 2. EXCEPTION,OPENING HEIGHT OF UP TO a FT.SHALL BE PERMITTED WHEN Sx 18 ADDED TO THE PERCENT FULL44EIGWT SHEATHING LATERAL(NO.OF 16.1 �COMMON NAILS).__--__-_.(TABLE 14)._.____________________•------___---.L. -y.0. >L REQUIREMENTS SHOWN IN TABLES 10 AND IL ROOF SHEATHING TYPE______________________________(PER 180 CMR 58.00 AND 59.00)---------------------- _�L .5. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS PRESSURE TREATED'2-GRADE. ROOF SHEATHING THICKNESS....................._----------------------------------------- 1/2 IN.>V1a,WBP�L 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL44EIGHT ROOF SHEATHING FASTENING--------------------------(TABLE 2)--------------------------------------------- �L 814EATHING AND NAIL SPACING REQUIREMENTS. BUILDER JOB ADDRESS DESIGN ,,„n�� p�^ q�,L n �Q�^ n� iL i> DATE REVISION DRAWN BY PAGE SCALE THOMAS P DAMELIO 65 CHOLE CT, PROPOSED COVERED ENTRY, c✓ oC./lljot//U/{OQ //// //J^\�/l/ o OQJ/vpJ/ 10-I1-13 « JB •s' OFF 1/4"-1--0" ✓� ��slgns BUILDING 4 REMODELING WEST BARNSTABLE, MA, COVERED PORCH AND DECK. ) (11- a LDING�GAODE9 AHE—ORD 1 E—DESIGNS MAY N09CE F.A..-ON6ALL D)t 9E D TFAMINEDNF6YC OCA BOILCONDITIONSAND TINGE ABLE 41 AM B'TNU 6NALLELXEMEH 6ROR DE�91GH IBQEEmIFT OEPM pQ�N� ZFOR SITE CONOITIONBR O FOR THE USE OF NESE DRAWINGS D)RING CONSTRUCTION. PRACTICES OF CONSTRUCTION.vMIFY DESIGN UITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 4E3T El4RHBTAB<E/-K dae4a eWOL)494-95.94 T