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HomeMy WebLinkAbout0095 SETTLERS LANE La px IP 14 91.70' Lot 47 Area=10,002f Sq. Ft. N Or �. 0.23f Acres 11.7' 11.4' 0 EXISTING 0) FOUNDATION U' TOP FOUND. ELEV. 70.1' 0 uj N _.e C:) Ems— fln ��� Co c r O r--w N ClIj 95.18' .. LERS LA NE DCE #00-008 FOUNDATION ION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION `#M SETTEERS UME HYANNIS, MA. -SCALE-: 1" 20 DATE : JUNE 28,_2011 _ REFERENCE : ASSESSOR'S MAP 272 PARCEL 122-9 PREPARED FOR: LOT 47 PB 610 PG 94 -BAYBERR BUILDING I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE .�*LS���M'?Ssq GROUND AS SHOWN HEREON. moo'' DANIEL cyG� A. oft 508-362— 1 ta:508 162-988880 .V VJALA N- No�arse down cape engineering, inc, l o,�-�� CIVIL ENGINEERS LAND SURVEYORS MUM DATE REG. SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. 1 �� � aesavarunoec7 arar• '._ - _ •- - ' `(I I ( � 1Xci1414 SC R A+ ijv %lt+lS:SCR C�ba i6 o'iW o - - � asAnrTa mt LOCUS MAP Du am rvr::•.aavA SBe a9 urom ma AST.SS ib VD 9A vA2CfLS A.3]-0G..IA-OCM1 nQtgyS tta-011 r I-SAIL`SC CMYGR IrQ@� .mu sSlov6P.Al4A.7.i--ACel Lot 49 k cru. ZONING SUMMARY A—,aLmax SC rL • �tr LDr..4^P�C7:W-1 aat Atm V\tot Si A1SSa SF. • - Lot 21 YA.l0T IDTf+lrc I37 y7 DN MnyQ ♦° C k-m2 L`SC n ItA-LCT W N Ol Yh.Ps ASMAD s• =J 2 r`'2'T 3e Ab7Ar[ - - m SS210f IV ;• -e•i. ` . �RmwY NOR:A a'E 'mmAs Lot 48 Loa's ITD n e m zm A wxa PsaecD A_xIo axi:Aso hl� .1 LOT sa IaOOD ST• - �zn. �� ,r' . Lot 22 .A v�IPr raaiTA� - . uk lar.n:x la aY R7DIS a:0a o:s♦cf h +� s I'e xs+.0aG1A S.R L,vuvx YK S IV r� Y +u 02U Rae EaYa Y�ttAR SiIDAGt S7 Lot 47 sr<rs Iwrs anav n¢ _ r Ai'_9 9R9LTi91 CHF04i Aleeaa7t_'S3 R +bSV. OWNER ." b Lot 23 ka-Iame�Sa n YOPK YAvru-u r a I:m i9AlalM ao_suI¢. • a++♦.�. aalalvuc w nxiv . APPLICANT ' k7aels u"mrna 1¢.vr Ix6r a Lot 46 " .•- • �, � REFERENOES Lot 24 a.7Y A:n p �a. $3•f uotamx SC FLMD DOPE ITA57 P.M B w�'.Y w�oA 1SNSAm Pm sea • � �..v1lO Dtran srmnm lrrA . Iay.• h, r_ r , , NOTE Lot 45 ' r ABITL�a wloP:an alas raol met a DAaYzrAec ¢s DAL AIa)A llF.Q CJAX e71 aemalTs GA_C o IaAala,OflS se n + (� r 1� Lot 25 CAPS SWIM. O k 9 A t jF88. Imea IY $R s IAA7CLYLrAS4A s IVAAAR[ a>r Aaa / S 1_ o A�7Mx S£YCR 6 mufte A .. •`rip•I� a7L Aee f a 2 Lot 44' +?� q —Lot 25n g aols;saR.. j alu lan A=MCM I if Lot 27• a,° + BARNSTABLE FLANNM BOARD xA7.�AD1`54 R -q avt . Lot 43 aTr+ao ,7V1 v Iqc: OQ:m y h T 71TT♦i O17i Ot9.A.4Qix• + SA v[1 rPt revzar It,r az rt/-L 'r, Lot 28 C Au MM;za n A9IWMI n:JW n x ZO"r m �r�rtE crz"rm DE �Wsw.s7 a Lot 427 - .7 k—SaM SC n . � 1� /• I" Aly W/9a.m7si•e �Z5 Lot 28 j� AA 10AM Sy n A .cTaat 6➢R 1 Q I=A t - W^R=WO RV R THAT i.Q If," F A7AV 114 ar 4f6 DX I R.AS fdNV>AYD N as O- IS `Ha 1IO e' a S • APP-.1■AS ttCP7D aGafry rra IIE]In oax RlT IOIWY-vO nc e _ - Lot 41• g _ xasr wa vccros.Y az SAo • ` ^eI A—mvaa'Ssn c g _IZI;...A +,R%i . 1,s` Lot 30. a • �C�vld..d`'� s Lot 40 Lot 31 r Ana:anlr ss n - r•.aA,,, Y •e 4 bMU S;n �xu rn b Lor 39' •�, _ SETTLERS LANDING Ii k xao,am saR ry¢ a Y LOt 32 �J, (SUBDIVISION 4812) � t A -laCM 4 L DEFINITIVE PLAN an= SUBDIVISION OF LAND A_av♦.wad, _ 7•nx�:ti e tot 38 �—�`fi' Y• �$av ' Ina r�'. N . BARNSTABLE (HYANNIS), MA a am Ram z+s•17���. �n ��im°�cP • :r Lot 33 r kI-Q T1_sa n SETTLERS LANDING-II REALTY TRUST Lot 37 e:rar•¢ne:Y.: t - AnataCT2'Ss IWE AUQW 18.200 ` O Da h. ♦� at]!AVY ♦ D S7�!n SCCA:P.AP Lot 38 A Lot 34 ArogaPISS S:R 4 'Lot W A'e0°1a1 W2 SS R - 1 RNT'iMi A PJY wAt vAOE x (a 9D-� A a Yr.+mGCA SCR' aa]_A>n 40CDA0.VaE liOl=SW7 6 a_TM r1*' ant ACY a A i"AH�AS �1 U 1. ,,,,, :Ss own cape engineering°iee. ENCINFERS t - �•l} - li _ LAND SURVEYORS `. uvos AG. -. &t7 da At JAr,:IIAltpatl u'VST 0A33LIIV.2 f.♦ca^.z:ar .ra" ���� *b-019 \ NE �ttio Town of Barnstable Building Department - 200 Main Street BARNSPABLE, *MASS Hyannis, MA 02601 9�A 16 , (508) 862-4038 rF0 Mfg s r C ificate of Occupancy et Application Number: 201101286 -CO Number: 20120019 Parcel ID: 273.122015 CO Issue Date: 03106112 Location:. 95 SETTLERS LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: . ACCESSORY LAND WIIMPROVEMNTS Village: HYANNIS Gen Contractor: ' MORIN, JA000ES N. Permit Type. RC00 CERTIFICATE OF OCCUPANCY RES Comments: I , ate Signed Building Department Signature IMEh�._ TOWN OF.oBARNSTABLE B_ui�dl m g Application Ref: 201101286 * r Pe, rm it BARNSTASLE, Issue Date: 05/04/11 9 MASS QjA 1639• �� Applicant: MORIN JACQUES N. rFG .i A Permit Number: B 20110872 Proposed Use: DEVELOPABLE LAND Expiration Date: 11/01/11 Location 95 SETTLERS LANE Zoning District RC-1 Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273122015 Permit Fee$ 765.00 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL 3 BED, 2 BATH WITH ATTACHED GARAGE 22X22 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORN, 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: PR Building Permit Issued By: `� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHERr:TEMPORARILY•OR%PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNbER'TftE-,BUILDIKG-00DE'MU. I`BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE AP.-PLICANT FROM.THE CONDITIONI?-ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION 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 for in MGL c.I42A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS /' / r lds l 2 �� `� &'Af Av 2 1 -� 2 /�mt� 0 K \KS P ,Alld 3 1 Heating(Inspection Approvals Engineering Dept G-N6Q-• v Fire Dept 2 9 f/ Board of Health : P . V a !1 250 i. ���� 11 / '�, ` % - �� '�� � ! G � i� �� �� r ` / �,� � GJ ,� / j�n o . Al Example Blank Form Duct Leakage Test Form Customer Information: Test Conditions: _ Name: s U 6 l.D Date: Address: Time: � City: Ab IV l State/Zip: Indoor Temperature(F):. 6 D C - Outdoor Temperature(F): 1+b a Phone: Floor Area(fr): Email: 7 / &—7,01� System Airflow(cfm): Cooling Size(tons): 2 B_ uilding Address: (if different from above) Heating Size(btu): tJ Street: Primary Location of Supply Ductwork: City/State: Primary Location of Return Ductwork: Comments: ALI- C-1 aZ5►3 Total Leakage Test Depress Press Outside Leaka a Test Depress Press Test Pressure: oJ (Pa) Test Pressure: (Pa) Baseline Duct Pressure(optional): "(Pa) Duct Flow Ring Fan Press Flow Duct F w Ring Fan ess Flow Press. Pa Installed Pa cfm Press. Pa In tailed 1 a cfm Fan ModeUSN: Results• Fan ModeUSN: Outside Le ge(cfm): n Outside eakage as% Results: $/k)�XlOn--7 Syst Airflow: Outside Leakage as% Total Leakage(cfin): 59 Floor Area: Total Leakage as% System Airflow: Total Leakage as% Floor Area: .Q D------------ o' w 89 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map__ J 73 Parcel Ion CZ - � � Application # Z 01I Health Division Date Issued 5 �' Conservation Divisio/pn� nn Application Fee Planning Dept. mil. �f ��� �' � /i� Permit Fee _ Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis Project Street Address Village liq6,6kiiS Owner 1 e eS (0" !i --)T--ae 1(�U Address Telephone 4p-f v Permit Request , �,tS��S �Z1 C--� Q S : -�,�,,;, ✓n.-� Square feet: 1 st floor: existing proposed 1 SOD 2nd floor: existing proposed Total new Zoning District P-1-� Flood Plain n 14 Groundwater Overlay p Project Valuation 06-b Construction Type 0 00 C+- Lot Size , L; 3 Grandfathered: ❑Yes JVf�o If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family (# units) Age of Existing Structure k) Historic House: ❑Yes WNo On Old King's Highway: ❑Yes J0 Basement Type: r Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 150Q Number of Baths: Full: existing new cx) Half: existing new Number of Bedrooms: existing-3—new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: I'Gas ❑ Oil ❑ Electric ❑ Other Central Air: J�<es ❑ No .jF' laces: Existing New 1 Existing wood/coal stove: ❑YesJ No Detached garage: ❑ existingw size_Pool: ❑ existing ❑ new size — Barn: ❑existing ❑ rip size_ Attached garage: ❑ existing new ize _Shed: ❑ existing ❑ new size _ Other: : _- Zoning Board of Appeals Authorization --AppeaU -Rec I ' - 33 Commercial ❑Yes )'&o If yes, site plan review # Current Use tr0 --ca/y) Proposed Use = ' -vo APPLICANT INFORMATION (BUILDER OR HOMEOWNER) c� Name 4314 at&t��Ch' JJA<�&,a__ Telephone-Number Ad., r, s /�q License # OS 'i �LYY Lv , 0,--C, Home Improvement Contractor# Worker's Compensation # LyCe.600q 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C SIGNATURE DATE r P FOR OFFICIAL USE ONLY APPLICATION# 4 DATE ISSUED MAP/PARCEL NO. ~' •ADDRESS - ' VILLAGE OWNER { DATE OF INSPECTION`. T ' i FOUNDATION FRAME SIB_,lf7AyW& NFL ?/Sai l ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL . t PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN'NO. Il , i Y REScheck Software Version 4.4.1 Compliance Certificate Project Title: BAYBERRY BUILDERS 4 Energy Code: 2009 IECC Location:' Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor SETTLERS LANDING ---107-11 M.A.P,INSULATION CO.INC. HYANNIS,AAA a • • m Compliance:0.0%Better Than Code Maximum UA:2" Your UA:244 The%Better or Worse Than Code index raftecte how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. r n s e e o a 8na Ceiling 1:Flat Ceiling or Scissor Truss 960 38.0 0.0 29 Ceiling 2:Cathedral Ceiling(no attic) 480 30.0 0.0 15 Skylight 1:Wood Frame:Double Pane with Low-E 30 0.320 10 Wall 1:Wood Frame,16"o.c. 1410 15.0 0.0 93 Window 1:Wood Frame:Double Pane with Low-E 182 ' 0,320 58 Door 1:Sand 21 0.250 5 Floor 1:All-Wood JOISt/Truss:Over Unconditioned Space 1300 38.0 0.0 34 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propos •Iding has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requ a nts listed in the REScheck Inspection Checklist. Name-Title naf D afe V • 1 Project Title: BAYBERRY BUILDERS Report date:03/03/11 Data filename: Untitted.rck Page 1 of 4 r I i REScheck Software Version 4.4.1 Va Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: IJ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑.Wall 1:Wood Frame,16"o.c_,R-15.0 cavity insulation Comments: Windows: ❑Wlndow,1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor.0.320 #Panes Frame Type Thermal Break?__Yes_No Comments: Doors: U Door 1:Solid,U-factor.0.250 Comments: Ftoors: ❑ Floor 1:All-Woad Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subtloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Lj Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between windovr/door jambs and framing: 0 Recessed lights in the building thermal envelope are 1)type 1C rated and ASTM E283 labeled and 2)sealed with a gasket or.caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application_ ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: Building envelope air lightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACN at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. � a Report date:03/03111 Project Title.BAYBERRY BUILDERS Data filename: Unfitled.rck Page 2 of 4 (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (a)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring_ (0 Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: 0 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials ldentification and Installation: Materials and equipment are installed in accordance with the manufacturers installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 0 Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ® Insulation R-values and glazing U factors are dearly marked-on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are .insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ' All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics;and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. ' Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditoned floor area. (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough4n total leakage test with air handier instailed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handier installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: J Additional requirements for equipment sizing are included by an inspection for compliance with the international Residential Code. For systems serving multiple dwelling units documentation has been submitted_demonstrating compliance with 2009 IECC Commercial Building Mechanical andlor Service Water Heating(Sections 503 and 5W). Circulating Service Hot Water Systems: 0 Circulating service hot water pipes are insulated to R-2. Circulating service hot water,systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an ontoff heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Project Title:BAYBERRY BUILDERS Report date:03/03/11 Data filename: Untitled.rck Page 3 of 4 Timer switches on pool heaters and pumps are present. " Exceptions: .6 Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. O Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 601/6 of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: O A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact Fluorescent (b)T-B or smaller diameter linear fluorescent (o)40 lumens per watt for lamp wattage—15 t (d)50 lumens per watt for lamp wattage>15 and<=40 , (a)60 lumens per watt for lamp wattage>40 s Other Requirements: - Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate U A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) i< s { t ' Project Title:BAYBERRY BUILDERS Report date:03/03111 Data filename: Unttled.rck Page 4 of 4 9 IECC Energy NJ/ Efficiency Certificate Ceiling/Roof 38.00 Wall 15.00 Floor I Foundation 38.00 Ductwork(unconditioned spaces): Window 0.32 0.25 Skylight 0.32 0.25 Door 0.25 NA Heating System: Cooling System: Water Heater: Name: Date. Comments: r ' i v l PT51 I-. 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VH.tat a" &725 Si.-l+Jw Sf.FEB PAY VIA eye tal IDT roOlirAT Q(Tr VI BAP1J5 OF Ca of SAC YTA Mau SEIItAR Ir IFSiPr or Nt rAat� IDy ;3 VM.5N_S EPUC IW iE41 SERAot iS' nm J maw<ra A!m:e BM0111QlGToi PAaIEDOW ONIaAT _" ^t1H 9re _ Leff s OWNER4 6 " 1!977 MOM PD-BSK Sa R mtT[aVJC vA mm nsma" u 'n c ate. 147FALOM M SSE a or' =Tvk 3AE.w B•Au mdwl RA2P21C— Oar ."•a a APPUCANT �{ x«n � MUM WO=REQJY MST wl3.laDxs�rz g 0232 Asu 6 REFERENCES D®aAa IDI PAW SC PAGE m KAN 3=1WP Man e 3 - '.lr im "All Molt-vk b rz 2 NOTE: nn °S't 1pjp W MTA PItmM LLSES Faw iM 6 t WdM OCT.m as wrA Am Ara AFPDaWrc�Fm p6LMICE oa � wov6z 34 rt t *�°�-� ()`• VMS4 Mr.i IS AYKABIE 4 S VASKPA$P10 6 AYAL/5SE _ Cf atarstazwrsrsA lFlKt ` ° _." ens 8N rDlo �R Io A Nea�l>s Y n a t � !Tr3TAT.♦ • my y��. a, C wtal+mu bRA! 38'a aw A Leo 4 � ,� - v31M[O tal 2 w.•-a.®u as n at52'Aen turf ro m--*IM USE S Lea YD >�a ctn'ez - wWC.]S PARC rtrtaa;ot dm r . .4 t w � - FFF ? w—W.75t2 tR f� 3 a-IJsi Aee ' £'/° SETTLERS LANDING I $ COMPREHENSIVE - PERMIT PLAN � 4ETER VIEW BARNSTABLE (HYANNIS), MA ="r-w AFAM x Cr IM ftM SUAEsr m Rt1meA5fl W.lr ammwt m w ARg NSTARI E ZONING BOARD OF APPEALS r` SETTLERS LANDING REALTY, TRUST Ms m89teDael R:Y a aeaa®namwrr m Q.��vW.,moo- m �t+X`tr J ' . ion5� a*aaae d a ruou- xKISQf4Y—B3 Cak la 2E0.5 `• ., _. MY 1B.ZDE6 (TIFF.79A nEL:flh7 ' ` / S LVEilfl�u Niftafiwl T me m w m w Jsrl Tt BwaKna r RR MAr M' I:rA 0 ArPAV7AL no PIAY_ • IRtLY[a AG fILGdLD a TNS atTKE Ale MAT IW rota 6 . A7 m us ftcmw GmG w s hw/Q.IaV.W.M: 1 Mwr MAT 1FK MW ilAS Ylr W Kcan AVD Imom w SIiD NBaLt: AR17Q1E tlM IaaSSRT CF cEm _ TUALTAU IYIFLI:K xaau.I- .sd1.s�A M--vsl iT�6 AID A=val xveAaT), �Wa .eiown eaPe engineerL•lg, iris I.•... A t.ND E.1GWMR 1 Nola MPS B.971T9d P{AY K BEA-D L%VCR D i1Fa W iD OMBS%E PEIeBr>�^KfS11A5 lAllaswc I• - + + Y CFN StRYc 1'R75 a 135119 ST ila ioW 6 6aD61A'M1E IUR.b B.VIo oFAPPVAS m SECL•0 apA3D 6 APPfAA 1WD•tS A.•.�, . 9J9 Ne.A st-1 - YARMQPXK+7T,tLSS 4t9 Ce+RDpmcF iFiaai K ltalPo I>5>Ra m:YA1E2 7t urr•I't taIKDE OF YtaRS uG=SMW MST AID K m�RB;oR]�AT SXE eARa=tABIA MPIn 1ECSTiT CP Dims plTc Ace£R O:+VA PJS.PE _„t fir L' 6u Fb-019 k G'# * Ps 177 �4:L599 f QUITCLAIM DEED I, Martha M. Morin,of 104 Berryhollow Drive, Marston Mills,MA 02648 for consideration paid of One and 00/100($1.00)Dollar, I. grant to Martha M. Morin,Trustee of Settlers Landing II Realty'11rust,under declaration of trust dated September 14,2005,a Trustee's Certificate of which recorded with the Barnstable County Registry of Deeds herewith,of 1597 Falmouth Road; Suite 4, Centerville, Massachusetts 02632, with Quitclaim Covenants, the land and the buildings thereon, if any, situated in Barest able (Hyannis), Barnstable County, Massachusetts,with a property address of 0 Settlers Lane, Hyannis, Massachusetts,being further described as follows: being shown as Lots 21 though 49,inclusive,and the fee in so much of Settlers Lane as is shown on a plan of land entitled"Settlers Landing I1,(Subdivisi6n#812)1 Definitive Plan Subdivision of Land in Barnstable(Hyannis),MA,prepared for Settlers I,andi ig II Realty Trust,Date: August 18,2005, Scale l"=40',"which plan is duly recorded in said Registry of Deeds in Plan Book 610, Page 94. I Said land is conveyed subject to and together with all easements,rights, reservations and restrictions of record,insofar as the same are in force and applica le. Said land is conveyed subject to and together with the ben, fit of the Sewer Easement Agreement dated and recorded with said Registry of Deeds ih Book 22482, Page 171. Being portion of the land described in Confirmation Decree recorded with said Registry of Deeds in Book 12119, Page 311,to which Decree reference may be made for title. M Witness my hand and seal this 1'7 day of S_ ,2009.al a .. i I Martha M, Morin COMMONWEALTH OF MASSACHUSETI'S Barnstable,ss . On this day of S 2009,before me;the undersigned notary public, personally appeared Martha.M. Morin, sonally known tome to be the person whose name is F i t Bk 23898 P 178' #41599 f signed on the preceding or attached document,and acknowledged.to me that she signed it , voluntarily for its stated purpose. i 1 i j 1 ,Notary Public Phlllp[V�chad M commission expires: Notary Public 1 y.. , My Commisdon>*Tes 3anuagr ; of Cornmonw i i i J I . i I i 3 f 1 OF DEEDS BAKNSTASLk t GISTRY z I Client#: 15089 2BAYBERRYBIJ ACORDTM CERTIFICATE OF LIABILITY INSURANCE 0DATE(MMIDDYM 2/14/2011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Agency ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyannough Rd., PO Box 1990 Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Associated Employers Insurance Bayberry Building Co.,Inc. INSURER B: and Jacques N. Morin INSURER C: 1597 Falmouth Road,Suite 4 INSURER D: Centerville, MA 02632 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. S TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MMIDD/YY DATE MMIDD/YY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDPREMISES fE. - $ CLAIMS MADE a OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ r n GENERAL AGGREGATE $. GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY 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 $ $ A WORKERS COMPENSATION AND WCC5004911012011 02/02/11 02/02/12 X WC STATU- EEL - EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERlEXECUTIVE - E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? NO E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under SPECIAL PROVISIONS below E.L-DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the " coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTEN Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)1 of 2 #S773181M77317 LS1 ACORD CORPORATION 1988 The Commonwealth of Massachusetts Department of fnduEtria1XcC1dentS Office of Investigations 600 Washington.Street Boston,MA 02111 www.mass.gov/did n Workers}Compensation Insurance Akiddvit Builders/Contractors/Electricians/Plumbers AppUcantImfoimation Please PrintLe ibl I lame(Business0rgmizatiomfIndividual): ; C3� L Address: 45 City/State/Zip:Z�� Phone.#: Are you an employer? Check the appropriate bog: ,'Type of project(required):. I•�[Vi am a employer with _ 4. [] T am.a general contractor and T - *• have hired the soli-contractors 6. Q New construction . employees(full and/or Part-time). 7, Re'modeling 2,❑ T am a'sole proprietor or partner- listed on the'attached sheet ❑ ship and.have no employes These sub-contractors have g, [l Demolition employee, and hate workers' �worlring for me in any capacity: mp $, 9. ❑Building addition [No workers' comp,insurance co insurance, 10,❑Electrical repairs or additions required.] . 5. [] We are a corporation and its e doin all work officers have rxercised their I l.❑Plumbing repairs or additions ' am a homeown r .3.[] T g right of exem exemption er MGL ' - P P IZ. Roof repairs myself.[No workers comp. d P • • a e no inmzancb.required.]t c• 152, §1(4), and we h v 13.❑Other employees, [No workers' comp.insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation poHoyinfor dion. , f Hornmwocrs,wbo'subnutthis affidavit indicating they are doing all work and tlien hire outside-contractors must submit anew aftidavitindicating such• $Contractors that check this box mutt attached in additional sheet showing the name of the sub contractors and state whether ornot those entities have employees. if the sub-contractors have employees,theymtist providb their workers'comp.polidy number. I am an employer ihrrcisproviding workers'compertsafivn insurance for rny:emplayees. Below ls.the policy and' b site' information. � .� Insurance CompanyNaYne: S C�a � D( 6 O �� 4ns i. Policy#or Self-ins-.Li J` t 1/d l o�d!l Expiration Date: a~ - lob Site Address: city/state/zip: Attach a copy of the workers'compdnsationpolicy declaration page'(showing the policy numbe' and expiration date). Failure,to secure.coverage"required under.Section 25A of MGL c. 152 can lead to the imposition,of criminal penalties of a: fine tip to $1,500.00 andlor one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine; of up to$250.00 a day against the violator,.z Be advised that a copy of this-statement maybe forwarded to the-Office of' inve-st[gaLions o the bTA for insur oe coves e-verification• I do.hereby cent under the pains and penalties of perjury that the information prgvided above is true and correct. Si afore: Date: Phone# Offzcial use only. Da not 111rtte in this area, to be completed by c!ty.or town officiaL. City. or Town: ' PermitlLicense# Issuing Authority(circle one); A.Board of Health 2•BuitdingDepartment 3,-City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6, Other Contact Person: Phone#: � Er T'own 'of Barnstable Regulatory Services R _ 9 KASesr.E$` Thomas F. Geiler,Director. R 160 6 �a`� Building Division Torn Perry,Building Commissioner. 4 200 Main Street, Hyannis,MA 02601 www.town.barnstabte.ma.us° Off ce: 508-8624038 . Fax: 508-790-62: ro' Trooerty Owner M11s t 4 CoMplete'and SignThis Section If-uJ ih A Builder } r R b Z, �'t ►'� as Owner of the subject property J hereby authorize U h r'vi '" ' to.act on my behalf,, in all matters:relative to'workauthorized by this bdc g permit application for. ' (Address of Job) ' Signature of Owner ,Da e F Print-Name e If Properly Owner is,applying for permit please complete the Homeowners L cense'Exernption Form on the reverse`side:, a r :" -`;Q:FORMS:OWNERPERMISSION ' , f y \ J R SupervisorruMon"And wnJa:� ' License License: GS\9770 . ..�. d&: ,G �-mw CQUE& - a d ? 1597 I»L&WTH R/ . CENTERVILLE, yA0 2 t 2 . . %;c wU/ .2il G} ;a ," Trf , % : . , i ffidavit of S bstantial Financ I Interest � ii 1, b ►'1 of . e• I on oath depo e and ate as follows: 1. 1 am an applicant for a building permit for the property loc ted at M p a Q , PaKel The address of the property is 9 ����2nd ak,�� 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph.,1 .above. 3. Within in the last twelve months from today's date, which is il.14 '( the following individuals or entities have had a 1% or greater legal or qui able interest in the real property which is the subject of the building permit application which is identified in paragraph,l above: Name Address ne �� = 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater'legaf or equitable interest in the following prope&ie4hich have. been the subject of a building permit application: . Map/Parcel. Address no 5. Within this calendar year, I have submitted _ building permit`applications for property in which l have a 1% or greater legal or equitable interest. 6. Within the.last ten days, l have submitted 0 building permit applications for property in which I have a 1.% or greater legal or equitable interest. 7. Within this month, l have submitted building permit applications for property in which :1'have"a 1% legal or equitable interest. 8. Within.this month, I have received building permits'for property in which I"have " a. 1.% legal or equitable interest.. , Signed underthe pains and penalties of perjury, this Yday'ofApr:', 204. 2001-nn.5n/2ffin Jacques Morin, Bayberry Building From: Jacques Morin, Bayberry Building [bayberrybuilding@comcast.net] , Sent: Thursday, April 07, 2011 3:12 PM To: Perry, Tom Subject: Emailing: Road Bond-Settlers Landing i Attachments: Road Bond-Settlers Landing.pdf , Hi Tom, Please find attached the Road Bond covering the .entire road at Settlers Landing which has been accepted by the town engineer, planning board and has been recorded at the Barnstable Registry of Deeds. As you may recall with Schooner Village, you had agreed that if we covered the development with a road bond we would not need individual bonds for each lot as we develop them. As I did with Schooner Village, my plan would be to provide your office with a master of the typical documents required in, the application such as development plan of record, deed copies, decisions) ect. I plan to be in this afternoon with our first completed application. All departments have signed off on it already (application 201101286). I have everything in hand and would ask that you. apprise the girls out front of our discussion on the, road bond. 'I will also like to re-discuss what you would like in a master booklet of which I can provide either one or two copies to your office. ` Regards, Jacques Morin, Pres. Bayberry Building Company, Inc. ' Y ` t y 1 ► ��% U P� 43 CAPE COD COOPERATIVE BANK "A part of the Cape.A part of your life." September 27,2010 Town of Barnstable-Planning Board Attn: Felicia Penn, Chairman 230 South Street Hyannis, MA. 02601 Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit No. 7007011920 (The Credit")in your i favor, for the account of Settlers Landing,Jacques N. Morin,Trustee, 1597 Falmouth Road, Suite#4, Centerville,MA. 02632 in the amount of One Hundred and Twenty-One Thousand Eight Hundred U.S. Dollars ($121,800.00 U.S.) available by your sight draft(s) drawn on us. All drafts must be accompanied by the following documents and/or conditions- Your signed statement certifying that the construction of all or any portion of'such public improvements as required for property located at Settlers Landing shown on a plan entitled: "Settlers Landing I, , Comprehensive Permit Plan, in Barnstable (Hyannis), MA,prepared for Settlers Landing Realty Trust;• x Jacques N.Morin,Trustee, Date: August 18, 2005, Revised: July 18, 2006,Ref. ZBA Decision, Scar-4 =40' ," which plan is duly recorded in said Registry of Deeds in Plan Book 610,Page 93, and/or 6A plan entitled"Settlers Landing II, (Subdivision#812),Definitive Plan Subdivision of Landing Barnstable (Hyannis),MA,prepared for Settlers Landing II Realty Trust,Martha M.Morin,Trustee,Date: August 18, 2005,Scale 1" =40'," which plan is duly recorded in said Registry of Deeds in Plan Book 610,Page 94.Village of Barnstable,in the Town of Barnstable,is not in conformance witl the Town of Barnstable's Subdivision Rules and Regulations and the Development Agreement between the Planning Board and Settlers Landing Realty Trust,Jacques N. Morin, Trustee have been notified in writing and have not completed said improvements in accordance herewith. Each draft drawn hereto must be marked "DRAWN UNDER CAPE COD COOPERATIVE BANKS LETTER OF CREDIT NO, 7007011920,DATED September 27,2010. All drafts must be presented at the Main Office of Cape Cod Cooperative Bank, Independence Park;31 Attucks Lane, Hyannis, MA.02601, on or before the close of business on September 27, 2013. ; This Letter of Credit shall be automatically extended for an additional period of one year from each future expiration date unless we have notified you in writing, not less than one hundred and fifty(150) days before such expiration date, that we elect not to renew this Letter of Credit. 25 Benjamin Franklin Way • Hyannis, MA 02601 (508) 568-3200 or (800) 641-1100 www.mycapecodbank.com We engage with you that your draft(s) drawn hereunder and in compliance with the terms of this Credit will be duly honored by us upon presentation.Partial drafts are permitted. This Credit is subject to the "Uniform Customs and Practice for Documentary Credit'(1993 Revision). International Chamber of Commerce Brochure#500." , Very Truly Yours, Andrew F.Eldridge Senior Vice President Cape Cod Cooperative Bank = By:, r Andrew F. Eldridge,VVee President OEM INS 0 No mom no ....T.......■............. --- - om �!■!��1■■■■■■ ■.■■.■■.■.■■l_o■ noo - ■_I - ir1Y■_■_. oC ■_�■_■_■m.�._■_•'i••_ •_•� Y - -. � - - -_:-:.---_ ■���o.■I■I�rIiL�,1r��■1■1�■I��■I■I■ . -"�® �� .� ■■■ ■■ III III III I IIII III► '--------------------- -------- _ ' •, • III I� � ' • _ - - - - - I ------------------- END ■moon■■..... .T.T.T:.T. F.C.DRYWALL T.T .. lJ = ti © � no■o unouno■o■---■u � � 1 . �L, .� �IIII . 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"S TWO CAR GARAGE 24'-0" 10'-4" 5--4-- ., CONCRETE WALL - " DAMP.PROOFING CSA •,'.•APPROVED' -------- 0 a. o , e , 4"POURED CONC.SLAB EXTERIOR •2X6 KEY, ��. edcedn °dcednedned• ;Q DECK _k O AREA .10'X22"CONG-FTC.• ep p,° .°•. ,'•. ,' .°•_ ,'•- `a COMPACTED GRANULAR!. .. A _ _____ / > a - o• ° r a v• a• a• v� v+ a• n v• a• 3-I"z 14° - r a• v� an- r v �o ING FOOTINGDETAILS 8" CONCRETE WALL 4 0 4 oQ GARAGE i AREA .__- ---• --- -__• ,—_ ___. ._-_ ___. - __ _. O __ __ ____________ __ r I v v v i d 2-4 TYP.30"X30"X12" - GONG.FTG. COT1C-FILLED GOL U _ a� > 6MLL1 POLY ;3 --------------------- AND FIBB2MEBF1 r BASEMENT _ m �m 4 LATERAL •-- --_---- - ---` - ----- -- ------ ------ _--- - UPLIFT __ _ ANCHOR BOLT AND "°"- - _ _ _ _ A - 3°X3°XI/4°PLATE WASFIER ______ _________ _______.________ _ MAIN HOUSE SPACING 2X6 PT PLATE SHEA _ -0° 2l'-0" 6'$ 6'$" " 6$ C C GARAGE SPACING: °do .es° FOUNDATION PLAN A "'REA � a 13. iP >-I'MIN, d• a m______T_ �d•n �d•n �d•A d•° .ed a` d•° � p Q ,a ,e 'a o o c o ❑ ______i 3-2xi0'el_______f � ape ep;o edn ap• ad ea ed ne e0 n�e0na odes - __ =_==a=_=_=__ _ ___ ,_ FOUNDATION WALL e p,Q np;e ed;. �.d•n edn edn d•° On d•n °d i0 ,:. 6'$" - 6,$n. - - 6$��I Q 6"-12"FROM END - ed;o ep;° °p.° OF PLATER ep•� ad,e•.ad•�•'ad•• °Q°,edaQe °p;e' .edn".e do•. .ed•6•.ed•n• ap;a•:° - - � _____ _ ___ ___ ___. o e e > o• •6 06 ° A ap•e 40. ------------------------------------------------------------ edn•ed n eA•• " TYP. ANCHOR BOLT SPACING BUILDER JOB ADDRESS DESIGN _ n n pn n pn n// p�p /JOMEDE6a6{� S COM DATE REVISION DRAWN 8Y PAGE SCALE BAYBERRY BUILDING CO. CRANBROOK WITH ����N/ll�l/�U7/s� / U//�\ll/l o � 02_24-II « JB •�oF�f v4""ro° ✓� lgns TWO GAR GARAGE Sul N rADm s o�w ;NOT BE NB D�REBPONe�LE ry M 9T BE�DETHiF R®BST lr 60 GOND ONB AND ACC�TABLE (4)VOi FY 81rd C URAL EIS T8 FDR DE9 GN a g� D� PQ DpK$9 s •� Z FOR ens corromoNe a1x Fors THE u6e of TNFAE ORAu1R+fm 01d21NG CONBTRIICTpN. FRA0iIC0 aF coN6TFucnoN.vBZFr oEewn wrtN LocAL B+G6�i. wrN iacx E)+GR�ANo Buu.ar�oFr+cwa aefrsawmaae¢ewa 0126ee 008J 494-9534 CUSTOM CAP - CUSTOM TOP RAIL _ _ 3-2X8'e PT . TYP.HANGERS SIDING U' r d TYP, 10"DIAM, _ �2X2 BALUSTERS d CONC.FILLED J 4"MAX.CLEAR - - m TUBE 4B"BELOW SPACE BETWEEN Q X F 2XS PT — 4 GRADE O m 16"O.C. 1 ICE 4 WATER BEHIND NAILER M ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP IX KI L CUSTOM TOP RAIL II'-0" TYP,(ANGERS TYP.2X6 PT SILL DECKING - 2X PT TYP.RIM 3-2X8 PT BEAM c THROUGH BOLT TO EACH POS ______________________ ________________________________ WITH TWO 3/4"DIAM.BOLTS. 2XS'e m I6"O.C. IX TRIM BRD, \ IST HANGERS ' ° • `2XS PTNAILER BOLTED - POST ANCHOR - o ° W-3/4"LAG BOLTS 24"O.C. o GRADE F 2XI O'e e I6°O.G,� udo ad,, nQ GIRDER BELOW TYP,BLOCKING --- --- --- -- --- -- --- --- --- --- -- -- - --- -- -- -- --- - --- -- --- --- - - ----- '-' _-- ----- ---__ - > „ .< do _ _ _ _ . o•°..MM __ __ '_ __ _ __ __ __ __ _" _° __ __ __ _ __ __ ___ ° ___ V °d O O rLUMA m m 2XI0'e m 16"O.C, 2XI0'e ------------------------------------------------------- EXTERIOR DECK DETAILS TYP.HANGERS GIRDER BELOW __ "_' __- --' ___ a-- - - a-- -- FLOOR FRAMING PLAN e 4 X=F � ==,[=� 22- -- - p— 2XIO'e®I6"O.C. yy 96 2XIO'e m 16"O.C. $ Ip m0 F 2XI0'6 m I6"O.C. - ' GIRDER BELOW -ZX12 RIDGE N _ z 2X12 RIDGE _Q a IL F 2XI0'e a 16"O.C. r r r r J F 2XI0'e a 16"OZ. 2XI0 PT 4Q- 0 0 O p Py i TYP.HANGERS $ - TYP.GB 6 BASE —TYP.12'DIAM.CONC.FILLED O (UPLIFT 4200) - TUBE ON 24"X24"X12"FTG. OR EQUAL- --- ' GRADE 0 ;5EARING WALL BELOW'f - -- --- --- --- - Fr --- --- -- - --- -�-- --- --- —LL' - --"___-__._..`__"__— Lu T= 0 2XIO'e ROOF FRAMING PLAN c DBL U a, e � O DBL 2XIO'e a tu DBL.2XI0'e BIG FOOT TYP.2X6'e•THIS GABLE ONLY BUILDER JOB ADDRESS DESIGN DATE RE B VISION DRAWN BY PAGE SCALE AYBERRY BUILDING CO. CRANBROOK WITH ��/( //Jn\�j �// (�// 02-24-11 » JB t 'tor-- ��sl�ns TWO CAR GARAGE 1LI " °` �,�,A�a� a DFH 6N9 MAY Npt BEE IUD REBPONBtl3 E L M 9T ee�ot�a s o-v B BOd w romoNe A m AGGB'TABLE f4)VHlffT Birdlal RAL BFTffNTB iOR DE9 GN e� D�L PO,eaa aes fZ wrs srre coMamons ors cars ng use ac nme artwwcs aursrtia cormmucnaa PrsAeneee ac cenemucnoa.vexiFr oes�cwi mnu�acx eNuu�x. urtrw iacAL e+rna�x Al Bu¢.M oFA - u®raaie�Baaeteiu na6sa (50B>494-9534 1 RIDGE VENT RIDGE VENT 12XI2 RIDGE 2XI2 RIDGE - 2XIO RAFTERS o 16"O.C. 1/2'ROOF SHEATHING m <ASPPALT RAFTERS o I6"O.C. I5•ASPHALT PAPER OOF SHEATHING ASPHALT SHINGLES ASPHALT ROOFING PHALT PAPER - ° SHINGLES )B -- ---'-_--_' 15•ASPHALT PAPER e� ® iq I/2°SHEATHING -------'- XO J o ----- TYP.H2.5A TIES �/ �T -_----�-''TYP.ZXB'e o 16" \ DRIP EDGE R38 NSUL --_ __ 5"GUTTER II-I/2"LVL'B IX3 STRAPPING - - 3-ZXIO'e n� 'i IX3 TRAPPING - ® 4 5/8"F.C.WALLBOARD 1/2" ALLBOARD m _ 1 2-3/6 CAP , 5/8"F.C.WALLBOARD (UPLIFT 800) PORCH - jr MASTER BATH _ I WALLBOARD IXB FACIA 2X6'e o 16"O.C. °�- = IV BEDROOM DATHm 6'e o 16"O.C. IX SOFFIT GARAGE 5 , 1/2"WALL SHEATHING co 10"RD.COLUMN �g p vA — 21 INSULATION 2-1/4'VENT HOUSE WRAP OR EQUAL - 12"WALL SHEATHING SIDING' 3/4"T/G PLY. USE WRAP OR EQUAL I-3/4"BED MLDG. 2-2XI0'e P a DECKmv NAILED 4 GLUED. IDING - NOTCH FRIEZE - 4"CONC.SLAB --'� -- TO RECEIVE SIDING. .:. ... ... .... ... ... ..° -- -- axs CB66 ASE ' - -- e T.Ib" (UPLIFT 4200I � 30 INSUL 2XI0'e a 16"O.C. --- - BASEMENT. / CROSS SECTION (A) 4"CONC.SLAB / EAV - »I EAVE DETAILS CROSS SECTION (C) RIDGE VENT 2X12 RIDGE - D -V 2XIO RAFTERS o 16"O.C- - 1/2"ROOF SHEATHING -- -- - 15•ASPHALT PAPER - ASPHALT SHINGLES m o --—-—- -- SIDING OOFING - ALT PAPEREATHINGR38 INSUL.IX3 STRAPPING __ TYYEK OR EQUAL P.H2;5A TIESI/2"WALLBOARD I/2"SHEATHING DRIP EDGEKITCHEN LIVING O - 5"GUTTER1/2°WALLBOARD - 2'W o I6"O.G. -L£AD FLASHINGR21 INSULATION 3/4"T/G PLY. GLE STARTER IX8 FACIA1/2"WALL SHEATHING 1X2 AZEK COARSESOFFITNAILED GLUED. CUT o IS° VENTHODS£WRAP OR EQUAL d - .i 2X6 P.T.SILL ED NTSIDING 2XI0'e o 16"O.G. F 2XI0'e o 16"O.G. �-IX8 BRD.INSUL SILL SEALER3-2XIO'B GIRD IEZEOPTIONAL 2-•5 ROD -It E SIDING. 3-1/2"CONC.FILLLLED - TOP RING 2°CLEAR LOLLY COLUMN. BASEMENT W 5/8°XI2"ANCHOR BOLTS. °d•n °p.e 4°CONC.S -LAB °d•n WATER TABLE DETAILS SILL BILL DETAILS EAV 1 LL DE L 3 O AV CROSS SECTION (8� � E E DETAILS BUILDER JOB ADDRESS DESIGN n n „ n� ^O n ^ DATE REVI"ON DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. CRAAIBROOK WITH o o ' QJn\\Jll �(�OIIJ/v(ll/ 02-24-11 » JB •�oF�2 /4"•I'o" J� ��glgns I TWO CAR GARAGE .— W I N PUR6IABE OP DRNNN68 LEAVER PIRGMABH3 DB"GO&BLE FOR COMPLUJICE Wl N ALL fU EXACT E o AND REeffORGQ1f]/T OF ALL O-0NLREtE RJOTNGB f0)ALL FOOTNGB BHNl.EMEND BELOW iR.N -I EERffl'DEPTL - F IOCAL BAIL CppEO A!ID ORDINANLEB..B DEBIBNO MAT NOT BE NBD RFBPONBIBLE MWT BE phTg2MiNFD BY LOLAL BOIL GO'IDITIONB A!m ACCEPTABLE (1)VERIFY BTIalG111RAL ELEMENfO FOR DEBIf+N°elg PA,apK7pg WeV 4L9¢9t� zFOR BRE f41IDrtiOND OR iOR THE LLBE OF TffBE DRAYRViO OURIIID DONBIRBCTON. PRACTr=a OF CONBTaICiIOR vERM1Y DEBION WITI LOf-AL FTICR>EBi WNN LOfJL EWi11�1 AND BIILLDING OFFICIAIA. YOT B4RIpfAFLE K4 CWi00 rWALL LENGTH: FULL HEIGHT SHEATHING=.(z�" ACTUAL SHEATHING•- /• �I®� - (Min.Required 31"%) RATIO. 1.50 EDGE NAILING•-3�­O.C. - - FIELD NAILING --— — / _ —CONTINUOUS S-1/2"LVL HEADER. _ _ o ® O I6'XT' EXTEND HEADER -.- _. � � --- --------- I FULL HEIGHT SH ING•1`L-� TO ICING STUD Q ACTUAL SHEATHING•_$]_% LLLJJJ m I (Mim Required B2 %) RATIO=L50 EDGE NAILING- r, V 'FIELD NAILING-_IV O.G. L.ALL 3' 6_1�' - , " 3'-6" �'$" 3�• L------------EARSHEAR SNEAK - - SHEAR BHEAR SHEAR SHEAR"-0" WALL WALL ��-0" WALL WALL WALL 20'-0" WALL •` NAIL TOP PLATE rWALL LENGTH=�" -—-, rWALL LENGTH=20'-0"—-—- El 0 TO HEADER WITH SHEAR WALL FULL HEIGHT SHEATHING•�l" I FULL HEIGHT SHEATHING-14'-B" EDUL NAIL SCHE".�� .': .': :h TWO ROWS OF 16d ACTUAL SHEATHING=�% - ACTUAL SHEATHING=-32_% 8d COMMON NAILS AT 3"O.G. I (MI,Requtred�_%) I (Min RegWred A- %) AT 3"O.C. �,-_.;:�.�.:' FRONT ELEVATION 'RATIO. 1.50 RATIO-LP EDGE NAILING.iO.C. I EDGE NAILING•_-rPLO.C. 'FIELD NAILIN2_O-G, FIELD NAILING•_12-O.C. - - -- G.J—'—'--------J L-------------J 2 5/9"ANCHOR BOLTS WITH - - 3"X3"PLATE WASHERS SHEAR`. - .100% �- °S• °d'°•°d'> °d'°°.°O'0 0 a 0'° - SHEAR SHEAR - ' I WALL °b.° °4'. -WALL 22'-0" WALL SHEAR WALL GARAGE OPENING DETAILS LEFT ELEVATION 12 9� FH LIM . .. . . . 9'-S" -1'-21 L13'-0° 5'-a. SHEAR WALL SHEAR WALL 1O'-0„ SHEAR WALL SHEAR SHEAR SHEAR SHEAR WALL WALL 44�-0" WALL WALL WALL LENGTH=�Q' G= ''I FULL HEIGHT SNEATHIN35'-I IKV S W MEAR ALL rWALL LENGTH• Q' 7 SHEAR WALL ACTUAL SHEATHING•�L% (Min,Requlred�_%) j REAR ELEVATION I FULL HEIGHT TWINGHI x?-%'-�I RATIO--LW- ACTUAL SNEATHING•�% EDGE NAILING• 6"O,C. I I (Min.Required_(¢ %) j _ RIGHT ELEVATION RATIO=J-50 'FIELD NAILING•J2=0.C, j L_-----------_J I EDGE NAILING•--,C_O.G. FELD NAILING•J2'_O,C. BUILDER JOB ADDRESS DESIGN - - - FM q DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO, CRANBROOK WITH ll� ✓llll���N/Jlol/�`JUf� 0VIIC(�-'o O2_24_1I N ,JB •�Jr- oF� va".r-0" J� D�slgns TWO GAR GARAGE Sul N RmaweE a A BE RE9PONeEj E ro sr BED°oE*ERro�aa .ABLE ..) e, a �a B��� PA Z wR corromorie M roR n e U"or o+ E cR"Nr DUR co TRUCrart PRAGTICEB of conerRucnaa vERrtr oEairn wmI coca.Erwn�sx. wrtH�ocA�ENGR�i r Bua ova"," aefraLWerAelEM6 oarea' •(5i08J 49¢9534 5M AWC GUIDE TO WOOD CONSTRUCTION IN NIGH WIND AREAS IIO MPH WIND ZONE MPH �_ OMASSAGHUSETTS CHECKLIST FOR COMPLIANCE 1180 CMR 5301.2.I.Ij ' CHECKll 9XR600URE m WIND ZONE COMPLIANCE 1.1 SCOPE WIND SPEED(36EC.GUST)___________________________________________________________________________-110 MPH as WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------B - - 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF MB JOINT DESCRIPTION COMMON NAIL SPACING _2-STORIES<2 STORIES I/ NUER of ROOF PITCH-- _______________________ (FIG 2) -___________-________________________ 13/12<T2,12�L NAILS BOX NAILS MEAN ROOF HEIGHT__________________________________(FIG 2) ------------------------------------- Ir FT(33. 1/ . BUILDING WIDTH,W-----------------------------------(FIG 3)----------------------------_----- 4 FT<80'_1/ ROOF FRAMING BUILDING LENGTH,L--------------------------------- (FIG 3)-------------------------------------10 FT<SO' BLOCKING TO RAFTERS ROE-NAILED) 2-ed 2-IOd -11 END BUILDING ASPECT RATIO(LAW)------------------------(FIG 4)--------------------_________________J.20_<3:1_,L RIM BOARD TO RAFTER(END-NAILED) 2-16d }16d EACH END NOMINAL HEIGHT OF TALLEST OPENING)---------------- (FIG 4)---------------------- 6 8" WALL FRAMING 1.3 FRAMING CONNECTIONS - \ - TOP PLATE AT INTERSECTIONS(FACE-NAILED) 416d ai16d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS-__- (TABLE 2)______________________________________________ STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.G. ED 2.1 FOUNDATION TYP.FIELD NAIL SPACING HEADER TO HEADER(FACE-NAIL ) 164 6d IS.O.C.ALONG EDGES .6"O. FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5 --- - ad COMMON C. FLOOR FRAMING CONCRETE___________________________________________-_-__________________________________________________ �L BLJOIOT TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 4-Bd 4-IOd PER END • •:•.'_-,' JOIST ROE-NAILED) 2-8d 2-IOd EAGN END CONCRETE MABONRY------------------------------------------------------------------------------- �L OIST TYP.VI6 WOOD BLOCKING TO STRUCTURAL PANELS BLOCKING TO SILL OR iOP PLATE ROE-NAILED) }Ibq 416d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATIONI3 . ,. LED FR STRIP TO BEAM OR GIRDER(FACE-NAILED) }Ibd 4-16d EACH O16T 5/8,ANCHOR BOLTS IMBEDDED OR 5/8"PROPRIETARY MECHANICAL AN AS AN ALTERNATIVE IN CONCRETE ONLY •• JOI ISLE TO DGERO�T B(�n�rtAOE'cam;LED) 3 PER �IL9gT BOLT SPACING-GENERAL_________________________(TABLE 4)-____________________________________-�@_IN.�L \ •'• BOLT SPACING FROM END/JOINT OF PLATE._______-(FIG 5)----------------------------------6_"_I2��IN.(b"-12"�L \ •, •;•,'' i•:: BAND .•' ', BAND JOIST TO SILL OR TOP PLATE ROE-NAILED) 2-Uid }16d PER JOIST BOLT EMBED MENTCONGRETE---------------------(FIG 5)-___________________________________�IN.)1°�� _ - ROOF SHEATHING . BOLT EMBEDMENT-MASONRY----------------------(FIG 5)------------------------------------ C, IN.)IS" TYP.EDGE NAIL SPACING '•i WOOD STRUCTURAL PANELS �. PLATE WASHER___________________________________(FIG 5)--------------------------------------)3"X3 XI/4 �L `. (Bd GAMMON•6"D.C.) ,^' �•' •• „- RAFTERS OR TRUSSES SPADED UP TO 16°O.G. ad IOd b°EDGE/6°FIELD 3.1 FLOORS RAFTERS OR TRUSSES SPACED OVER 16'O.C. 6d IOd 4"EDGE/4'FIELD '> ',.'•' GABLE ENDWALL RAKE OR RAKE TRUSS 8d IOd 6°EDGE/6°FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER T80 CMR 55.00)--------------------------------- _1- RAFTER CONNECTIONS I WITH NO GABLE OVERHANG - - MAXIMUM FLOOR OPENING DIMENSION-----------------(FIG 6)--------------------------------------5•Q'FT<12-_1L NON- P.142.5 TIES 7YP HORIZONTAL DOUBLE GABLE ENDWALL RAKE OR RAKE TRUSS ad IOd 6°EDGE/6"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)_____________________________ �L LOADBEARING .. . W/STRUCTURAL OUTLOOKER9 MAXIMUM FLOOR JOIST SETBACKS - STUD HEIGHT •• NAIL EDGE[STAGGERED NAIL a. . GABLE ENDWALL RAKE OR RAKE TRUSS ed IOd 4'EDGE/4'FIELD SUPPORTING LOADBEARING WALLS OR SHEARWALL.(FIG 1). _____________0 FT<d UPLIFT °,, PATTERN 8d COMMON o 3`O.C. - W/LOOKOU!BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST MAX.WALL ,' Wlq I OADBEARING I - CEILING SHEATHING - SUPPORTING LOADBEARING WALLS OR BHEARWALL.(FIG 8)--------------------------------------AFT<d�L HEGHT 20' ..;>-.'•- - P.1/I6°WOOD.STRUCTURAL STUD HEIGHT FLOOR BRACING AT ENDWALLS_______________________(FIG 9)-______________________________________________-.�L •`,. VERTICAL PANEL SHEATHING GYPSUM WALLBOARD 5d COOLERS - Y EDGE/lO°FIELD FLOOR SHEATHING TYPE._--________________________.(PER"180 CMR 55.00) --------------------------------- �L I Nu - MAX.WALL WALL SHEATHING FLOOR SHEATHING THICKNESS-------------------------(PER 190 CMR 55.00)_________________________- 3/4 IN.�L I .`, .••,• -yERTICAL EDGE NAIL HEIGHT 10` WOOD STRUCTURAL PANELS - FLOOR SHEATHING FASTENING________________________(TABLE 2)-&d NAILS AT & N EDGE/�_IN FIELD I/ P - SPACING(ad COMMON STUDS SPACED UP TO 24'O.G. ad IOd 6°EDGE/D'FIELD 4.1 WALLS ._D.C.) '.AND E/5V FIBERBOARD PANELS Bd 3'EDGE/6•FIELD WALL HEIGHT •'' ' ,' N{11 V)'GYPSUM WALLBOARD Sd COOLERS - I'EDGE/10'FIELD LOADBEARING WALLS_____________________________(FIG 10 AND TABLE 5)----------------------- A FT(10' FLOOR SHEATHING P.FIELD NAIL SPADING NON-UD SPA ARMG WALLS________________________(FIG 10 AND TABLE 5)-----------------------�_FT C 20"�- .'.'.','.'.' 8d COMMON a_D.C. WOOD STRUCTURAL PANE18 WALL STUD SPACING_________________________________(FIG 10 AND8)- TABLE 5)__________________..JCz IN<24°O.C._1L ,• 1'OR LESS 8d IOd 6'EDGE/D'FIELD - WALL STORY OFFSETS______________________________.(FIG 1•B)._________________________________-AFT<d�L - GREATER THAN 1" IOd Nod 6'EDGE/6'FIELD 4.2 EXTERIOR WALLS' ------ --- WALL STUDS I •••;, GENERAL NAILINGSCHEDULE - LOADBEARING WALLS-----------------------------(TABLE 5)----------------------------ZXJz-�-FTQ IN�L LATETtAL - a - - NON-LOADBEARMG WALLS-------------------------(TABLE 5)----------------------------2X jz-A FT�IN V <a> GABLE END WALL BRACING) ° o FULL HEIGHT ENDWALL biUDB----------------------(FIG IO).____________________________________________. .'�•° .°4,A d•e .°On - WSP ATTIC FLOOR LENGTH-______ __________-(FIG IU-_____________ __ ______-�FT)W/3_______ ______ _______ GYPSUM CEILING LENGTH(IF WSP NOT USED)._______.(FIG IU__________________________________- AND 2 QFT.>0.9W�� o °.al a• a a > e n c° X4 CONTINUOUS LATERAL BRACE•6 FT.O.G.(FIG IU.______________________________________________ �� •° .e0•° 0•n SHEAR �.°d,n•.°O.o° OR U(3 CEILING FURRING STRIPS.I6°SPACING MIN.WITH 2X4 BLOCKING.4 FT.SPACING IN END------------ L DOUBLE TOP PLATE JOIST OR TRUSS BAYS---------------------------------------------------------------------------------- \/ o o v v o e DOUBLE TOP PLATE ° 24"O.C.MAX. STUD SPACING ° a •°' 24°O.C.MAX. S° SP ,•° �•° ?I �° d° ° - SPLICE LENGTH --------------------------------(FIG 13 AND TABLE 6)---------------------------AFT�L STUD ACING e• ° P.° SPLICE CONNECTION(NO.OF Ibd COMMON KAILB) (TABLE 61________________________________________8 L - c•- o•� e• o o o o a ° LOADBEARING WALL CONNECTIONS '•° .'S•n d•e 0•n 'e 0•° '° 1° .�dn•.�d•°•.�d••• LATERAL(NO.OF I&D COMMON RAILS)------------(TABLE-I)---------------------------------------- 2 �L - '. ,. , ,. ,. •. NON-LOADBEARING WALL CONNECTIONS - • o o• e• o o o • ' ' .` DOUBLE HEADER LATERAL MO.OF 16d COMMON NAILS)------------(TABLE e)_______________________________________�- `� ° .°0•e .°d•e 'e.. d e d'• _ LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - - HEADER SPANS-__ ________________-(TABLE 9)------------------------------D-F 3 IN,(II'_1/ •. + BILL PLATE SPANS-------------------------------(TABLE 9)------------------------------2-"QJN.<11' L FULL HEIGHT STUDS(NO.OF STUDS)---------------(TABLE 9).------------------------------------_. 3 / MAXIMUM WALL STUD HEIGHT , STUD SPACING FULL NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE ) HEIGHT HEADER SPANS_________________________________(TABLE 9)-___________________________.f Ff�/�JN.<Q'�L_ RAFTER CONNECTION AND WALL SHEATHING STUD SILL PLATE SPANS______________________________(TABLE 9)------------------------------ YIN.<12'� BILE JACK STUD STUDSJ REQUIREMENTS AT EACH END OF HEADER FULL WEIGHT STUDS NG OFESISTUP____________.RABLE9)---------------------------------------_� �L _ MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR bIMULTANE0U9L14 HEADER SPAN HEADER NUMBER OF UPLIFT LATERAL WINDOW BILL PLATE MINIMUM BUILDING DIMENSION,(W) fFi) SIZE FULL-HEIGHT NOMINAL HEIGHT OF TALLEST OPENING2_________________________________________________________-'-3<6'8" STUDS SHEATHING TYPE._______________________________(NOTE 4)------------------------------------------I!Z_ L EDGE NAIL SPACING-----------------------------(TABLE 10 OR NOTE 4 IF LESS)------------------- IN-_1/ - :2- 2-2X4 I 2T1 132 - -_ ___ ____FIELD NAIL SPACING_____________________________(TABLE 10) -___________________________________ IN.�L 2-2X4 2 416 ISOSHEAR CONNECTION MO.OF Ibd COMMON NAILS) (TABLE 10)______________________________________ SEE PAGE 5 OFPERCENT FULL-HEIGHTSHEATHING_________________(TABLE 10)-___________________________________ z �L2-2X4 2 554 264 5z ADDITIONAL SHEATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTS)_________________________ �_ 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,!L) 2-2X6 3 831 396 'NOMINAL HEIGHT OF TALLEST OPENING '(6'B°�L <___�_�______________4,____________ tT:_____ ;.2-_______________________________________________________BREATHING TYPE__________ _________-MOTE 4)-_________ _____________ 1/2° 1/ 2-2X8 3 Sl0 462 EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4 IF LESS).-------------------_IN.�L - .°dn 0•n .;On d•e d� :°Oe .°dn .�0•A .°0•e .°d'{°, . -B' 2-2X12 3 1,108 52B ° FIELD NAIL SPACING_____________________________(TABLE IU--------------------------------------- IN.�L SEE PAGE 5 OF 6 ,'. •'. •'. 9' 3-2XIO 3 141 594 • ° e a e SHEAR CONNECTION MO.OF Uid COMMON NAILS J (TABLE IU--------------------------------------- �L � .(. o• o• .o• a•.° �. e• ° a• °.e• o• PERCENT RILLH<EIGHT SHEATHING (TABLE IU--------------------------------------- z �L 10' 3-2X12 4 1-485 660 .° oe 8•n 0•e .°dn°.°�•• n•" .ed•e Oe n. n. 5%ADDITIONAL BREATHING FOR WALL WITH OPENING>6'8°(DESIGN CONCEPTS)__________________________ _L ° e ° e ° ° 3"X3 ANGROR BOLTS AND e - Il' 4-2XI0 4 1,524 126 c•. a•, a•, a••, o•• 3°X3°XI/4°PLATE WASHER.°e WALL CLADDING '• RATED FOR WIND SPEEDi-------------------------------------------------------------------------------- �L .° .°d•e .e0•e .°d•e .°d•n .°d•e . .6, . d•e d•e de .°0•e .°0 5.1 ROOFS TABLE S. WALL OPENINGS - HEADERS ROOF FRAMING MEMBER SPANS CHECKED?(FOR RAFTERS USE AWC SPAN TOOL,BEE BBRS WEBSITE) - IN LOADBEARINCs WAU..S °°•'•° '••° '1•e�'•4�°°'°°`°••°'°'e�'•°�`•e�'° e ROOF OVERHANG___________________________________(FIGURE 19)--------------1-1/2 FT(SMALLER OF 2'OR L/3�_ TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS NOTES: .°0•e .°d•e .AO•e .e0•e .Ode .°dn .°0•e .°0•e .°d•e .eA.• 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•289('LF�L REQUIREMENTS OF T80 CMR 5301.21-1 ITEM I.IF THE CHECKLIST I9 MET IN R8 ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL_____________________________________ -------------------------------------L.JlkpLF AND HOLD DOWNS ARE NOT REQUIRED PER THE WFCM 110 MPH GUIDE- SWEAR-------- ------------------------------(TABLE 12)-------------------------------------S.SpLF_V A,STEEL STRAPS PER FIGURE 5 RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131_____________ ____-T.J94FLF�L Tr'FT(S----- B:20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER----------------------------(FIGURE 20)-------------- 5 FT<BMALLHR OF 2'OR L/2_1L C,UPLIFT 81RAF'8 PER FIGURE H TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS - PROPRIETARY CONNECTORS D,ALL STRAPS PER FIGURE IT 6 CORNER STUD HOLD DOWNS PER FIGURE 184 AND FIGURE 18b UPLIFT________________________________________(TABLE 14)-------------------------------------U•-4J].LB.-1L 2 EXCEPTION,OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL-)•EIGHT SHEATHING LATERAL(NO.OF 16d COMMON NAILS)----------(TABLE H)-------------------------------------L•J48.48. v REQUIREMENTS BNOWN IN TABLES 10 AND II. STUDS AND HEADERS .. ROOF BREATHING TYPE______________________________(PER 180 CMR.50.00 AND MOO)---------------------- V 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM Y M.NOMINAL THICKNESS PRESSURE TREATED•2-GRADE ROOF BREATHING THICKNE88_______________________________________________________________JLZ-IN.>VIb'WSP�L 4 A FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL-HEGHT �. ROOF BREATHING FASTENING--------------------------(TABLE 2)-------------------------------------------- SHEATHING AND NAIL SPACING REQUIREMENTS. - AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN _ DATE REVISION DRAWN BY PAGE SCALE Q }•-� BAYBERRY BUILDING CO. CRANBRO/O�K WITH �llwll ll�� (/�uUS lf�C/=l�J/Gf�� 0lJ 02-24-11 0 JB. • 2 Or--(2- 1/4"•1'0" ✓h �Sjgns TWO CAR GARAGE W N FURCMASE OF OR/"SRIC°B LEAVES P16tCHASER RB3PONBIBI.E('OR LOFIPIJANCE WITH ALL IL E>G°Cr SIZE AND RgNFORCB,B(r OF ALL CONCRETE F0011NG8 A)ALL i'OOTSirS SHALL ExTE-BELaB FR STIJXE VERIFY DEPTH. , • - tOf/•L BUDDING CODES AND q•pwANCEs,.H DESIGNS FIAT NOT BE HELD RESPONSIBLE FWBr BE DEl6tMtffD BY LOCAL BOLL colrortroNB AND ACCH TABLE (4)vBRBY STRUCTURAL B.e•m(ie FOR D®IGN BUE P.Q a aw tjpg f 494-9534 ZI rax SITE(4NDIt10N8 OR FOR THE USE OF THESE DR411R(GS DUMI CONBrR1ICTiON. PRACTICER OF OONBtR11CTWt1 vERIFT DESIGN WRH LOCAL ENGSU33t LLiTN IPCAL ENGWEBR AID BULLRING aFRCIALS. QBlr B4pflydGlP J'fA LO6I,! MS ASSESSOR'S MAP 273 PARCEL 122-9 NOT ALL LEGEND ARE UTILIZED.BOLS t. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' �Oo WATER GATE VALVE MIN. LOT WIDTH - CATCH BASIN MIN. FRONT SETBACK 30' 10 I O 350' 7 62. MIN. SIDE SETBACK 15 [551 — PROPOSED CONTOUR e,N MIN. REAR SETBACK 15' --0- SIGN ^ RopO p e ZONING DISTRICT: PI - AHD TH1 _ S NODS E� 22.0• MIN. LOT SIZE 10,000 S.F. 0 TEST HOLE °' Top FN� � MIN. LOT FRONTAGE 50' (20' CUL DE SAC) �0.5 /� i MIN. LOT WIDTH 65' \ 0 CLEANOUT o V�/ MIN. FRONT SETBACK 15' \ �xlsTwG CONTOUR h' MIN. SIDE SETBACK 10' 6 6 Lot � � MIN. REAR SETBACK 20' 0 66.5 PROPOSED SPOT GRADE Area, SITE IS LOCATED WITHIN THE GROUNDWATER 0 10,002-t S v /NV 00 6 3, PROTECTION OVERLAY DISTRICT APPROX. TREE LINE Q23 Or 9• Ft, 6 0 65 • � + 50.12 EXIST. SPOT GRADE Acres V I.F FLOOD ZONE: C s (FEMA FIRM PANEL# 250001 0005C) 9-19-85 PROPOSED LEACHING PIT all "'r': • °`� 6'x14' EFF. DIA. PITS O REFERENCE: - s g— SEWER LINE I` RESIDENTIAL SITE PLAN W W WATER LINE 106•1 � — G G— GAS LINE PREPARED FOR: E U.G. ELECTRIC BAYBERRY BUILDING ANTIQUE STYE POST LIGHT i LOCATION : LOT 47 #95 SETTLERS LANE SCALE 1 " = 20' DATE : 2-23-201 1 SHEET 1 OF 2 1�k OF MAoff 508-362-4541 S q ARNE S CyGN ��SH OF y{�s fax 508 362-9880 H. OJAIA �y �� ARNE H. cscN inc. No• 26343, o OJALq � down cope engineering, I 0 a, Cl VIL ENGINEERS Scale:1"= 20' env 88S\®� 0 LAND SURVEYORS ARNE H. A ATE 939 Main Street — YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET JOB 00-018 _00-018 DEFIN & SEWER 40A + 40B.DWG ,-s GENERAL NOTES: PLASTIC COVER 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP TO LAWN/MULCH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING { TO GRADE GRADE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT 70.5 EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. FINSHED GROUND SURFACE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS . PROJECT WORK SHALL CONFORM .TO THE TOWN OF BARNSTABLE .SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD Z > � J SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER ~0 0 ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, BARNSTABLE HEALTH REGULATIONS, AND z BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. 8"X6" WYE INTO MAIN 66.0 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA V.I.F. 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 2% TO STUB AVAILABLE PRIOR TO ANY PLUMBING WORK. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. RAISE IF REQUIRED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 .PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT LOT T I STUB SEE TRENCH AT LOT LINE (TYP.) 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 67.09 V.I.F. WITH CLEANOUT OUTSIDE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING PRIOR TO ANY FOUNDATION WALL (TYP.) DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. PLUMBING WORK SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES. 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. - 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RFjSIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) SEE PAVEMENT SECTION BAYBERRY BUILDING Le BARON CAST IRON LA0910 H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT LOCATION : LOT 47 #95 SETTLERS LANE GRADE AT EA. END. POURED CONCRETE DONUT SCALE 1 " = 20' DATE 2-23-201 1 1.5 Cu.FT.t �H OF 4f4 SHEET 2 OF 2 ARNE H. oyGN 4.0"OSCH40 PVC a OJALA a off 508-362-4541 CIVIL U) fax 508 362-9880 No. 30792 4"PVC AT 2% MIN. SERVICES Sao S TE G� CJfO Wn cape en gin eerin g, Inc. Cl VIL ENGINEERS CLEANOUT DETAIL 2� LAND SURVEYORS H-20 FOR USE IN PAVED AREAS ARNE H. OJA L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS JOB 00-018 _00-018 DEINGN & SEWER 40A + 40B.DWG