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HomeMy WebLinkAbout0121 SETTLERS LANE ,a.► Se�-F��-c.�-� l.�c..�.� .. r ,� i� JI L t [;J I:IL f1 f i Imo.' � _�� ►c�>,� � I , • , 1.1;,.'�1 L' v. � _ *T, to 1 � >r DEVICE CONFIG .' 3c J« n o ° Pa oil CONFIG DEVICE UNITS Cruise Target CLEAR a ,� MODE Stop TIME AVG Fan u a a ,y BASE START ENTER LINE Start Begin Fan Cruise �s ME , mot` ' Town of Barnstable K Building Department - 200 Main Street BLAIRMAe , * Hyannis, MA 02601 9 MASS $ 1639. . (508) 862-4038 Certificate of Occupancy Application Number: 201307952 CO Number: 20140026 Parcel ID: 273122018 CO Issue Date: 04122114 Location: 121 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed n yy TOWN OF BARNSTABLE�"e B u�i I d i n oF �w 201307952 BARNSTABLE, Issue Date: 11/07/13 Permit MASS. 639. ik Applicant: MORIN,JACQUES N. Permit Number: B 20132775 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/07/14 F cation 121 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122018 Permit Fee$. 969.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 57770 Est Construction Cost$ 190,000 Remarks APPROVED PLANS MUST BE RETAINED ON JORAND TO CONSTRUCT'A SINGLE FAMILY DWELLING WITH 3 BEDROOM THIS CARD MUST BE KEPT POSTED UNTIL FINAL 2 BATH WITH ATTACHED GARAGE-2 CAR INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,MARTHA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD.,SUITE 4 INSPECTION HAS BEEN MADE. CENTERVILLE,MA 02632 Application Entered by: PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY:STREET,-AL LEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARII.Y'AR PERMANENTLY..ENCROACHMENTS.O UBLIC PROPERTY,NO. SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED:BY THE NRISDICTIONy STREET FOR ALLEYORADES`AS WELL A§DEPTH AND LOCATION OF PUBLIC SEWERS�MAY BE<-,- , OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT DOES NOTRELEASE THE APPLICANT FROM;THE,CONDITIONS OF ANY APPLICABLE SUBDIVISION, RESTRICTIONS MINIMUM;OF FIVE.CALL.INSPECTIONS REQUIRED.FOR ALL CONSTRUCTION WORK: 1.FOUNDATION'OR FOOTINGS 2.SHEATHING INSPECTION:' `4 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. F 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 • 1 1 Z = 19 i Z7-/'� 1 Heating Inspection Approvals 'Engineering Dept Fire Deolit 2 oar alth 93.65' N N tp 16.7' EXISTING 16.7' FOUNDATION TOP FOUND. ELEV. = 68.75' I Lot 44 Area= 10,045f Sq. Ft. N Or 0.23f Acres L==6.20 86.39' =270.00 SETTLERS LANE DCE #00-018 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #121 SETTLERS LANE HYANNIS, MA i SCALE : 1" = 20' DATE : FEBRUARY 7, 2014 REFERENCE ASSESSOR'S MAP 273 PARCEL 122-12 PREPARED FOR: LOT 44 PB 610 PG 94 BAYB F WING I HEREBY CERTIFY THAT THE STRUCTURE sow' DANIEL yam C SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. O *ALA off W Z 9M No.40G80 o o down cape engineering, Inc. 2--�-Z�1� �su ( CIVIL ENGINEERS ------------ ————— -----r--- LAND SURVEYORS w DATE REG. LAND SURVEYOR 939 Main Street — YARMOUMPORr, MASS TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION S Map �:: Parcel_' /C Application #_ Health Division Date Issued 1(-?-f 3 � Conservation Division Application Fee Ike Planning Dept. Permit Fee A 'Date Definitive Plan•Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village � ^ R Owner tD4 t d_dress ' ST 7 1 Telephone 56 R- �� ® � Cien Permit Request Square feet: 1 st floor: existing proposed ��� 2nd floor: existing proposed Total new L 70 r Zoning District PJ-_#+14�6 Flood Plain Groundwater Overlay GP Project Valuation s Construction Type ®®d�ta . Lot Size s Grandfathered: ❑Yes ❑-'No If yes, attach supporting documentation. Dwelling Type: Single Family_ d__� Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes 34o`o On Old King's Highway: ❑Yes a Basement Type: ErFull ❑ Crawl ❑ Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area:� .ft)— I-* w Number of Baths: Full: existing new Half: existing a r ew Number of Bedrooms: existing new W Total Room Count (not including baths): existing new First FloorJ,00m Cog Heat Type and Fuel: 6 Gas ❑Oil ❑ Electric ❑ Other CO �� ca Central Air: U-11es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes allo Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing alfiew size _Shed: ❑ existing ❑new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal--#' S` 6 u Recorded �coff- -2Q 3-3 Commercial ❑'Yes 60 o Dyes;site=plan=revlewv#— Current Use Proposed Use i i1 4 V APPLICANT INFORMATION T_- (BUILDER OR HOMEOWNER) I Name Telephone Number -6® — '� 2 a ®� Address /s �t U}7�' i i���` License # 0 �5 -� -7 0 G 3 Home Improvement Contractor. # Worker's Compensation 430," 5Or,u IAl10t x ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a 1 c SIGNATURE DATE FOR OFFICIAL USE ONLY 4 APPLICATION# t DATE ISSUED MAP/PARCEL NO.. ADDRESS VILLAGE ' OWNER DATE OF INSPECTION: -FOUNDATION - -- FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: - ROUGH = FINAL r r t .. FINAL BUILDING'k. ' DATE CLOSED OUT t ASSOCIATION PLAN NO. ti My File Edit Tools Help YearjTypejBill No, Customer Account Information History ? 2012 RE-R 19790 361804 Detail Property Information MORIN, MARTHA M TR SETTLERS LANDING REALTY TRUST Parcel ID 273-122 018 Orig Bill --., a.n,-.w.. _.._ .- ,.__..__ 1597 FALMOUTH RD., SUITE 4 Alt Parc CENTERVILLE,MA 02632 Effective Date Prop Loc 121 SETTLERS LANE -•-••-••--•---- "' il;Special Conditions jNotes Lien/Sale I Scan Bill Installment Information Int Dt Billed Abt jAdj Pmt jCrd Interest Unpaid bal Quick Entry 08j02j11 (� 260.621 DO 00 82,07 ' 342.69 Utility Acct .11 j02 jl l I ,,.._..... 260 62, 00. .:.... 2 00 �—72 88 ... 333.50 02j02j12 289 93 . 00 00 70 83 360,76 Customer 05 j02 j 12 - �— 289 92 00 00 60 83 350 75 ; Name Fees/Pen 00 15.00 .00 00 15 nn Totals 1 101 09 ; 15 00 00 286.61 1,402,70 Parcel -_ - -- -- _ __ Notes Alerts - Prop Code j - . _ _.... _. u , - ---- L,CA HECK 1,402,70: Bill Dates ]AN 1 Owner: MORIN,MARTHA M TR ?In er Diem t 43 �. iW ®1 2 3 .00 Bill Audits Total Paid f - [ F (� STA LE. ,00 ivvpricr.unpaidbills N O � Bill Events 4 TO PER OF TAXES COLLE OR Reprint l Preferences Diagnostics LE1..of 1- .Attachments(0) iDisplay transaction history for the current bill, ` I My .File Edit Tools Help YearjTypejBill No, - - -Customer Account Information History 2013 i RE R 19763 36 1804 Detail Property Information MORIN,MARTHA M TR SETTLERS LANDING REALTY TRUST Parcel ID 273-122-018 Orig Bill ..,._....,._... .._._. ___ _,.... _.._.,_. 1597 FALMOUTH RD.,SUITE 4 Alt Parc CENTERVILLE, MA 02632 Effective Date Prop Loc 121 SETTLERS LANE (� D;Special Conditions jNotes Lien Sale Scan Bill Installment Information m Int Dt Billed Abt jAdj Pmt jCrd Interest Unpaid bal 275 Quick Entry 08j02j12N 28 00 ; 00 48.15 323.43 . _.,...._,.._. , . M_._..._. _ 11102112 275.27 00 i_. _ ... 00 38.43 _ M 313.70 Utility Acct 02102j13 280 83 00 i 00 29 30 310,13 Customer 05j02j13 �— 280,82 ,00 ' _...___.00 = 19.71 300.53 Name Fees jPen 00 15 00 00 00 15.00 - ----- - --- -- Totals r7 1 112.20 i 15 00 .00 135 59 1,262,79 Parcel ......... Notes Alerts 201 1,262.79 Prop Code j _ Due Bill Dates JAN 1 Owner; MORIN,MARTHA M TR HECK .43 u CASH Int Paid .00 Bill Audits To ido 1 ZQ 13 00 L� iLView prior un Bill Events TABLE --- TOWN Reprint PER COLLECTOR OF TAXES Preferences Diagnostics 11 1 1 of 1 ► ►I Attachments(0) `(Display transaction history for the current bill. The Commonweafth of Massachusetts Department of lndustrid Accidents ` Of,five of Invadgadons . = 600 WashbW on Street u _ Boston)MA 02111 = www.mass gov/dia Workers}Compensation Insurance.Affidavit: Builders!Contractors/Electiiicians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgaai�tion/lndi ): ' Address: City/statizip: y Phone.#: Are y an employer?Check a appropriate bow -Type of project(required):.' 1. I am a employer with 4. [] I am a general'contrac for and I have hoed the 6. [ 'New construction t ti . employees(M and/or parme). ' 2.❑ I am a tole proprietor or partner- listed on the-attached sheet 7. ❑Remodeling _ ship-and have no employees These sub-contractors have ' S. ❑Demolition n workitig forme in any capacity. .. employees and have ave worl�era' 9. []Bunlding addition [No workers'comp.insurance comp.insurrance• . • utire&] 5. 0 We are a corporation and its 10.❑Blectrical'repairs or additions req 3.❑ I am a homeowner doing all work officers have exercised their .. I I.❑Phmibing repairs or additions rnysel£ [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance r��]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required] . 'Any aPpficant that checks box#1 mut also fin out tl o section bdaw showing their wad=' oil policy won ra t l3omeowners who submit this affidavit indicating tbey am doing aIl work and then hire outside ooutict a nuut submit a new affidavit indicating such. tCont<wbm dul cbsek this box must attached an additiond shed showing then"of the sub-cantradms and state whether er not those mtitics have employees. If the sub-contiacmrs Save eamloyecs,faey meat provift disc wortae comp.policymanber. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and Job site Information. = Insurance Company Name: C'.i ^� ,,� ri--�- Policy#or Self-ins.Uc.#: (J� 9F J I a t c y Expiration Date: / l CatylStatelZup. Job Site Address: `-a�--� - ` Attach a copy of the workers'compensation policy declaration page(showing the policy number Wd expiration da ). Faihrre.to segue coverage as required under Section 25A of MGL c. 152 can lead to die imposition of criminal penalties of a fine rip to$1,500.00 mullor one-year fimprisonmei t as well as civil penalties in the form of a STOP WORY,ORDER.and a fine otup to$250.00 a day against die violator. Be advised that a copy-of this statement maybe forwarded to the Office of Itwesti DIA for insaime coverage veufication. ` I do hereby rtd under the pains-and penalties of perjury that the biformadonprovidodabow it true and correct S' titre. Date• Phone Sr�B-. •; Official use only. Do not write in this area,to be conFlofed by city or town offcial . ., City or Town: Permit/License# _ Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: �a ,j WORKERS COMPENSATION AND EMPLOYERS:LIABILITY INSURANCE POLICY # INFORMATION PAGE t} Associated Employers Insurance Company 54 Third Avenue,Burlington, Massachusetts 01803 (800)876-2765 CC�NI NO 40959 : POLICY NO. WCC 50,049110120133 PRIOR NO. WCC 5004911012012 ITEM k 1. The insured Bayberry Building Co.Inc �1 1597 Falmouth Road,Suite 4 Centerville. MA. 02632 Mail Address: ;(I Street No. Town or City County State Zip Code FEIN xxxxx0420 ih Fri ❑Individual ❑Partnership ®Corporation []joint Venture []Association []Other Other workplaces not shown above: � 2. The policy period is from 02/02/2013 4o 02/0212014 12:01 a.m.standard time at the insured's mailing address. €; 3. A. Workers Compensation Insurance:(Part O�policy applies to the Workers Compensation Law of the states listed here; MAC. B. Employers Liability Insurance:Part Two.of the policy applies to work in each state listed in item 3.A. ~'t The limits of our liability under Part Two are: Bodily Injury by Accident$ 500.000 each accident Bodily Injury by Disease $ 500,000 Dolicy limit, "t Bodily Injury by Disease $ 500,000 each employee . C. Other States Insurance`Coverage Replaced By Endorsement WC 20 03 06A D. This policy includes these endorsements and schedules:SEE SCHEDULE .Yr 4. The premium for this policy will be determined by our Manuals of Rules,Classifications,Rates and Rating plans. "+ All information required below is subject to verification and change by audit. r Classifications Premium Basis Rates r; Code Estimated Per$100 Estimated ° No. Total Annual Of Annual Remuneration Remuneration Premium INTRA 266545 "SEE E(TENSION OF INFORMATIC N PAGE Minimum premium$ 214.00 Total Estimated Annual Premium $ 2,358.00 As indicated interim adjustments of premium shall be made: Deposit Premium $ 610.00 i ❑ Annually [I Semi Annually ID Quarterly El Monthly MA Assessment Chg. $1,942.75 x 4.2000% $82.00 This policy,Including all endorsements'is hereby countersigned by 12/12/2012 Authorized Signature Date x GOV GOV KIND PLACING CLAIM. NAME SAFETY Miller McCartin STATE CLASS AUDIT OFFICE OFFICE CHECK GROUP dba Dowling&O'Neil Ins Agcy s MA 9015 14 504 9731yannough Road Hyannis,MA 02601 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, k. used with its permission. Massachusetts.-Department of.public'Safety- Board of Building Regulations and Standards Const cation Superyi"or 1 &2 FamilY b License: .CSFA-057770 JACQUES'NMORN 1.597 FALMOUTI CENTERVILLE°MA Expiration. Commissioner s 02/16/20.14 ; ' f T Town of Barnstable - Regulatdry Services 9 KAS& Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner , 2o0 main Street; Hyannis;MA 02601 www.town.barnstable.ma.vs Office: 508-862-4038 Fax: 508-790-62: Property Owner Must = Complete and Sign This Section ' If Using-A Builder - as Owner of the subject property here by authorize to act on my behalf, in all matters relative to work authorized,by this:building permit application for. ` (Address•of Job) Signature of Owner :` F Date Print ame , If Property Owner is.applying for pemut please complete the. 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Gnu J9.q,p,'J9•c.�lE'C4 D.df.--0 • AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE (j MRN ((('��''��� ///��� nMASSACHUSETTS CHEGiCLIST FOR COMPLIANCE(180 CMR 5301,2.I,IJ CHECK �pose J� WINDZONE COMPLIANCE U// (/�'-�_JJ 1.1 SCOPE WIND SPEED(3-EEL.GUST)__________________.____________.___________ ................................110 MPH WIND EXPOSURE CATEGORY................................................................................B 1,2 APPLICABILITY - NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) -' NUMBER OF MIMBER OF �L.TORIE9<2 STORIES_>L_ JOINT DESCRIPTION COMMON NAIL SPACING ROOF PITLN.........................................(FIG 2) .........__.................._........ <12:12 LS eoX NAILS MEANROOF HEIGHT..................................(FIG 2)......................................I(�FT<33'�� ROOF FRAMING BUILDING WIDTH,W____ (FIG 3).__.___._............................. F7<80'�� . BUILDING LENGTH,L.................................(FIG 3).............................._____.. FT<SO'�� BLOCKING TO RAFTERS ROE-IJAILEOJ 2-0d 2-IOd EACH END BUILDING ASPECT RATIO(L/W)........................(FIG 4).___....__....._______..__----.-...__.I-00 <3:1.�L_ -� RIM BOARD TO RAFTER(END-NAILED) 2-16d }16d EACH END NOMINAL HEIGHT OF TALLEST OPENMG2................(FIG 4)..................................... (b B �� 1 WALL FRAMING - 1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS MACE•NAILED) 4-16d 5-161 AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2).............................................. �._ ( STUD TO STUD(FACE4 AILED) 2-4sd 2-IGd 24"O.G. TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAILED) ibd Ibd 16"O.C.ALONG EDGES 2.1 FOUNDATION ad COMMON:b"O.c. FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS or Iso CMR 54o4.i - - '•• - JOIST TO SILL.TOP PLATE OR GIRDER(TOE-NAILED) 2-0d 4-IOd PER END CONCRETE._____________________________________________________________________________________________ �— { BLOCKING t0 JOIST(TOE-NAILED) 2H3d 2-ISO EACH END Tl'P,l/16°WOOD •• '••: CON LRETE MA60NRY........................ _.._.._.____..._.___.._._.__. �� •.. STRUCTURAL PAN w• •• BLOCKM(a TO SILL OR TOP PLATE(TOE-HAILED) }16d 416d EACH BLOCK _° ••j•. LEDGER STRIP t0 BEAM OR GIRDER(FACE-NAILED) }16d 416d EACH JOMT 2.2 ANCHORAGE TO FOUNDATION"' '`., JOIST ON R d LEDGER TO BEAM OE-NAILED) 3-0d }1p PER JOIST 5/9'ANCHOR BOLTS IMBEDDED OR 5/0'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY \ BaND JOIST TO JOIST(END-NAILED) }I6d 4.16d PER JOIST BOLT SPACING-GENERAL...... ......... ........(TABLE 4)....._._............._....._...._.. ..�IN.�� \ SAPID JOIST TO SILL OR TOP PLATE ROE-NAILED) 2-Ibd }I6d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)..................................G°-12"IN.<6°-R"�— \. - .; \ ROOF SHEATHING BOLT EMBEDMENT-CONCRETE ....................(FIG 5).................................... M.)T" BOLT EMBEDMENT-MASONRY (FKa 9) --a-IN-)IS"�� � "•, TYP.EDGE NAIL BPACIN •' •'+°'+ �"�' �"— WOOD STRUCTURAL PANELS PLATE WASHER...................................(FIG 5)...._._...............................>3"X3"XV4".�3L `,-(ad COMMON a 6'O.C.J II ,� •• RAFTERS OR TRUSSES SPACED UP TO H"D.C.. ad IOd 6'EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER K O.C. ad IOd 4'EDGE/4"FIELD 3.1 FLOORS GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6"EDGE/6"FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER ISO CMR 55.00).................................. �L RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION._.__-.______....(FIG 6).......................................A FT<12' 1/ NON. TYP.H25 TIES GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6°EDGE/b°FIELD YP.HORIZONTAL DOUBLE FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LEbb 2 FROM EXTERIOR WALL(FIG 6)............................. SAL LOADBEARING '. W/9TgJCTURAL OUTLOOKER9 - STUD HEIGHT -'• NAIL EDGE(91AGGERED NAIL MAXIMUM FLOOR JOIST SETBACKS • PATTERN 8d COMMON a O.C. GABLE ENDWALL RAKE OR RAKE TRU% ad IOd 4"EDGE/4°FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG V.....................................�FT C d�� UPLIFT -s'" FARING W/LOOKOUT BLOCKS ' MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL ti •' •• OAD —WT HEGHT 20' �.., ..•- mh/I6°WOOD.TRUCTURAL STUD.HEIGHT CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG )....................................... 1l FT<d�� GYPSUM WALLBOARD 5d COOLERS l'EDGE I IO"FIELD - FLOOR BRACING AT ENDWALLB..................__...(FIG 9)._______________.,___._________._______________. :.�_ - •'. VERTICAL PANEL SHEATHING FLOOR SHEATHING.TYPE..............................(PER ISO CMR 55.00).................................. �� , •.�,• �I MAX.WALL WALL SHEATHING FLOOR SHEATHING THICKNESS.........................(PER 180 CMR 55.00).......................... .M.�1L ••- .•�.•, • P.VERTICAL EDGE NAIL - WOOD STRUCTURAL PANELS FLOOR.HEATHMG FASTENING..........._ �_IN EDGE/_I2__M FIELD_�L HEIGHT IO' ............(TABLE 2) B d NAILS AT •:.• .; •• STUDS SPACED UP t0 24"O.C. ad IOd b°EDGE/u!°FIELD aPALING lBdLOMMON 4,1 WALLS - - V2"AND 2b/32"FIBERBOARD PANELS ad - 9"EDGE/b'FIELD •', • • V2"GYPSUM WALLBOARD ad COOLERS I"EDGE/10"FIELD WALL HEIGH FLOOR SHEATHING T- �) - • LOADBEARING WALLS.............................(FIG 10 AND TABLE 5).._..___._.._............@ FT<IO' YP,FIELD NAIL.PACING NON-LOADBEARMG WALLS........................(FIG IO AND TABLE 5l......_................ . FT<20..�1/ - ,• ".a D.C. WOOD STRUCTURAL PANELS - - WALL STUD SPACING.....__ _ •,• Bd COMMON.•_ . I"OR LESS. ad IOd' b'EDGE/U.FIELD ..........................(FIG 10 AND TABLE 5).....................1(21N(24"O.L. >L •• •• WALL STORY OFFSET. (FIG 1.8)......_ �FT[d�_ • •,i - GREATER THAN i' IOd lad b"EDGE/S. FIELD 4.2 EXTERIOR WALLS' WALL STUDS GENERAL NAILING SCHEDULE LOADBEARING WALLS.............................(TABLE 5)................_...........2X 12..-.r�FT�IN�� LATERAL •••+• NON-LOADSEARMG WALLS.........................(TABLE 5)............................ GABLE i END WALL HRACIMd - ' e • ° i FULL HEIGHT ENDWALL STUDS............. (FI.._. G 10).............................................. �- •e°°d•e°4a- W5P ATTIC FLOOR.LENGTH......................... .�L ( •' 0'a .°0•e _ GYPSUM CEILING LENGTH(IF W9P NOT USmA_::.....(FIG IU.......:.. .... .. ��FT>0.9W�_ _ •' a •' w . •° a•o a•�. - ._ .(FIG IU �FT>W/9 ."..__".................. e,�a a,!°•� AND 2X4 CONTINUOUS LATERAL BRACE°6 FT.'O.C.(FIG IW..................................... - •A 0'e On SHEAR a•'. 0'e dro0•e OR IX3 CEILING FURRING STRIPS a 16"9PACINGMIN WITH 2X4 BLOCKING R 4 FT.SPACING IN END......_:.__. �_ •P •.. e ° , •,� • - _ DOUBLE TOP PLATE JOISTOR TRUSS BAYS.................. ....... ..................................................... �3L ' ° v t e, .•• < r a a•e4 ° 24°O.C.MAX. • 4 4 24"O.C. ' DOUBLE TOP PLATE ,�•e "I 0•e A d•A °IO°•° SPLICE LENGTH.______ STUD fiPACING° ,- °, STUD SPACING ..........................(FIG 13 AND TABLE b).______.___.__._____..____. —FT e i e • • e •'•• '•' SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE W.................. �� e!< <••a e,!° e,!d e,! e,•° ;° s,�° e• a LOADBFARING WALL CONNEC710N8 On .0•e -Oro pro 'e Tn 0•e 0•e sd• LATERAL(NO.OF IBD COMMON NAILS)............(TABLE 1)............. 1 —iL '•'•e •e '.' °.' + ': • <'p' 0' - . NON-LOADBEARING WALL CONNECTIONS - e• e e,! e,!. i LATERAL(NO.OF led COMMON NAILS)............ - ° ° °••° 'e .°d•e °0•• w DOUBLE HEADER _....(TABLE B1 1 SAL d•e 0•e LOAD BEARING WALL OPENING.(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE%) - - HEADER SPANS.................................(TABLE 9)............................._.O-YT SIN.<11' 1/ - - SILLPLATESPANS...............................(TABLE S)..............................Q_FTQQIN.<11' '/ ^ MAXIMUM WALL STUD HEIGHT , STUD SPACING , FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE%)........................................J� � ; � FULL EIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 1 HEADER SPANS.................................(TABLE 5).............................�7 Q IN.<12'�L_ RAFTER CONNECTION AND WALL SHEATHING STUD SILL PLATE SPANS.--_--_-__ .............(TABLE 9).......__...__._........._.....'--FT SIN.<12'JL— UBLE JACK STUD ' FULL WE STUDS(NO.OF STUDS)........- ..(TABLE 9)....._.._ .._...__.�— . 1/ - REQUIREMENTS AT EACH END OF HEADER __.. MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND.NEAR 9MULTANEOU9LIe - NUMBER OF WINDOW SILL PLATE MINIMUM BUILDING DIMENSION,f W) HEADER.PAN HEADER UPLIFT LATERAL " FULL-WEIGHT A n (FT.) SIZE (LBJ [LBJ NOMINAL HEIGHT OF TALLEST OPENMGT........................:................................A>_-�C 6'8'� � STUDS SHEATHINGTYPE................................MOTE 4)..........................................Ian ��L EDGE NAIL 5PACING.............................(TABLE TO OR NOTE 4 IF LESS)................ IN._>L 2' 2-2X4 I 2Tl 132 ._ .._. .._.. ._._. ____ ... _.._____._ FIELD NAIL SPACING.............................(TABLE 10) .................................... IN. 3' 2-2X4 2 416 I98 SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)......................................� I/ SEE PAGE 5 OF 6 4' 2-2X4 2 554 264 PERCENT FULL-WEIGHT.HEATHINC................(TABLE 10)................................... % %/— - 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8"!'DESIGN CONCEPTS)......................... �� - 5' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L) - - - -•....... .... . NOMINAL WEIGHT OF TALLEST OPENING 2..:.....................................................B•�><68'.�_ i 6' 2-2X6 3 831 396. •�---' : ;•? , .HEATHING TYPE..'______________'------_._.................(NOTE 4)._.. ..................................... �' 2-2X8 3 910 462 ............. 1/2 EDGE NAIL SPACING.............................(TABLE 11 OR NOTE 41F LESS)...................._IN.�_ - 8' 2-2X12 3 I108 528 .°0•e.°0 Oe .°d•A.°0; .°0 Oe •Oa 0'e .°0•� . FIELD NAIL SPACING.............................(TABLE 11)-___._..___...._......_..........._....—IN.�L I 9' 3-2XI0 3 1 4l 594 ape a e,;�.e,! e, �. ° •4' ° e, u 'e•'.e .NEAR CONNECTION(NO.OF Ibd COMMON NAILS) (TABLE 11).......................................� �� SEE PAGE 5 OF 6 °• '°w.` °°,• • e, PERCENT FULL4JEIGFIT SHEATHING (TABLE II) ......................................_z �_ 10 3-2XI2 4 1,385 660 'e O•e 0•e.°Oro .°0'e >0 TYP AANCNOR BOLTS AND •°d•e On 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTS).......................... 4-2X10 4 I 2d 126 '• •� •'. ° '° ° °• 3"X3'XV4"PLATE WASHER.!° •e, WALL CLADDING •e•.°d•e'°Oro•.°d•e .°d•e•. Oro dro 0•e do 0•e .°d•e°.°0 RATEDFOR WIND SPEED?----............................................................................ �� •. .. ••. .� •. TABLE S, WALL OPENINGS - HEADERS ; :•< :•° e e•° • 5.1ROOFS °• °• ° ° ° ROOF FRAMING MEMBER SPANS CHECKEDI(FOR RAFTER&USE AWC SPAN TOOL,SEE BBRS WEB6ITE) �_ IN LOADBEARING WALLS 'e •°0•e .°d•e .°d'e .°e'e .°d'A d•e me .°d•e .°d•e�. 0•e ROOF OVERHANG..._______________________________.(FIGURE 15)..............a-Ja-FT C SMALLER OF 2'OR L/3_IL •.° •.e •.e -e •-a •.a -a •-e •-A •-e TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: 0'e d•e d•e d'e,, d'e 0•• 0.4 0•e On d• PROPRIETARY CONNECTORS 1. THIS CHEKLIST SHALL BE MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WRH THE '' • '' • '' '' 'UPLIFT.......................................(TABLE 12)..................................._-U•�PLF REQUIREMENTS OF 190 CMR 5301,2.1.1 ITEM I.IF THE CHECKLIST I.MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .................._........._........L-129LPLF�_ AND HOLD DOWN$ARE.NOT REQUIRED PER THE WFCM Ito MPH GUIDE: i BHEAR........................._.._.____ ....(TABLE 12).....................................S•_pLF A,STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131................................T•-22ZpLF H:20 GAGE STRAPS PER FIGURE 11 GABLE RAKE OUTLOOKER............................(FIGURE 20)._......._..... FT<SMALLER OF 2'OR L/2�L C:UPLIFT STRAPS PER FIGURE H TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS D:ALL STRAPS PER FIGURE n PROPRIETARY CONNECTORS E:CORNER STUD HOLD DOWNS PER FIGURE 198 AND FIGURE ISb UPLIFT........................................(TABLE I4).....................................U•4111 B.SAL 2. EXCEPTION:OPENING HEIGHT OF UP TO a FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL+4EIGHT SHEATHING ' LATERAL MO.OF Ibd COMMON NAILS)..........(TABLE H).....................................L•JA&LB..�C— REQUIREMENTS SHOWN IN TABLES 10 AND 11, STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER 150 CMR 58.00 AND 59.00)..._....J-_......._WS _�_ 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS 8HALL BE A MINIMUM 2°INt NOMINAL THICKNESS PRESSURE TREATED K-GRADE. ROOF SHEATHING THICKNESS...................._._.._.___.............._......._..._....._ 1/2 IN.>VI6"W6P�� 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-WEIGHT ROOF SHEATHING FASTENING..........................(TABLE 2)............................................. SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS 1 BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PEE SCALE BAYBERRY BUILDING CO. BELMONT �`^�wov� © � " com Og_23_II 0 JB .���( ,/4",,'_O" JB D ns es1 WI (U PIdaCNABE OF OR4WWKa4 LEAVES PIatCH48Bx REBPONBEl1P FOR COMPLIANCE WITH ALL (21 IXAC!6UE AND RENFORCE OF 4LL CONCRETE FOOTING" A)ALL FOOTDG9 8HALL.REND BELOW FR09TLS VERIFY DEPTH. f LOCAL BULD8IG CODE"AND ORDWANCEg,JS DFAYaNB MAY NOT BE 141D RESPONSIBLE MWST BE DE MF®BY LOCAL BOLL CONDI 1 AND ACCEPTABLE "I VERFY STRUC-ELEMENTS FOR DEBKsN•BRE P,O.GOA lG." (i' 0-)4S4-Y4 O FOR BITE CO =HS OR FOR THE W IS OF THESE CRAWMG9 DURING CONSTRUCTION PRACTICE"OF CANSTRUCTION.VERFY DE9USN WUH LOCAL ENGINEER. WITH LOCAL ENGOEB2 AND BIILLDIIG OFFICIALS. W°'Bf BA/tY9TAN.E w<A pX 19 Z I I ( ASSESSOR'S MAP 273 PARCEL 122-12 NOT ALL LEGEND ARE UTILIZED SYMBOA ZONING SUMMARY - I QO SEWER MANHOLE I ZONING DISTRICT: PI — AHD FIRE HYDRANT MIN. LOT SIZE 10,000 S.F. WATER GATE VALVE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) MIN. LOT WIDTH 65' O CATCH BASIN _ s8 MIN. FRONT SETBACK 15' MIN. SIDE SETBACK 10, [55] PROPOSED CONTOUR 23� r'r` ~` -_sQ�` MIN. REAR SETBACK 20' r / 9 ``� SITE IS LOCATED WITHIN THE GROUNDWATER SIGN PROTECTION OVERLAY DISTRICT THt r r. TEST HOLE r PROPOSED 2�•� ' HousEt2] ( FLOOD ZONE: C o r`CLEANOUT r.o.FNo. sss I r (FEMA FIRM PANEL# 250001 0005C) 9-19-85 r ' r i � \ 66 EXISTING CONTOUR J, REFERENCE: / PB610PG94 66.5 PROPOSED SPOT GRADE I01 r , w r APPROX. TREE LINE Lot '�50.12 EXIST. SPOT GRADE r GARAGE r LEACHING PIT Area=10,,45f SF ` 6'X14' EFF. DIA. PITS r g w g SEWER LINE 41� i! 1 � � �IVIAN w w WATER LINE 11j•10, M r I c c GAS LINE F\ 0 AM i PREPARED FOR: E E U.G. ELECTRIC 3 �7'� �T ANTIQUE STYE POST LIGHT BA Il ERRY B W�(�MLDI V G LOCATION : LOT 44 #121 SETTLERS LANE SCALE 1" = 20' DATE 10-18-2013 ,• � OF Pogss� `�tA of MgSSAc SHEET 1 OF 2 DANIEL cy� �� DANIEL A. r A. �� OJALA off 508-362-4541 OJALA CIVIL `"' fax 508 362-9880 No.40980� � �No.4G502o N `o �P �F� /ONAL��G\a� down cape engineering, Inc. suR\1 ( ClVIL ENGINEERS Scale: 1"= 20' 1^ (0/(<b— LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street - YARMOUTHPORT MASS. 0 10 20 30 40 50 FEET JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG i'