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HomeMy WebLinkAbout0097 CASTLEWOOD CIRCLE cd a�� l TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map I 3 Parcel ® S Application # (c C)J S J Health DivisionDate Issued Conservation Division Application Fee Planning Dept. Permit Fee, 1'7 `7 9 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address ddress 97 GWL E w ood G iR c L E Village Owner l E p Do U60Y Address 77 c4SfL,-- y 000 . Cl Ifctc Telephone `j- Permit Request L� X I3` / t gm I L y eoo Al OFF 64,c K eF Pou!a Square feet: 1 st floor: existing /000 proposed JC 2nd floor: existing O proposed Total new Zoning District Flood Plain JGroundwater Overlay Project Valuation 3 5(000 Construction Type Lu cop Lot Size ! LI 3 Sa Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9'000' Two Family ❑ Multi-Family (# units) � Age of Existing Structure Historic House: ❑Yes R4 On Old King's Highway: ❑ 1 Yes C� o Basement Type: . kFull ❑ Crawl ' ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_ new Half: existing new Number of Bedrooms: existing Onew Total Room Count (not including baths): existing 5 new r/ First Floor Room Count rJ Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑ Other Central Air: &Yes ❑ No Fireplaces: Existing I New Existing wood/coal stove: ❑Yes 1-1 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: o Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ 'M a o Commercial ❑Yes ❑ No If yes, site plan review# PO Current Use Proposed Use _ - s APPLICANT INFORMATION M (BUILDER OR HOMEOWNER) Name' ev 26a­;Q 1� Telephone Number 5����� 5�1/ Address 7-7 c e SELF w O D v C!rG LE License # Home Improvement Contractor# Worker's Compensation # ALL-CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CoR65 SIGNATURE DATE //Rho FOR OFFICIAL USE ONLY 1 , APPLICATION# DATE ISSUED t MAP/PARCEL NO.. .-. 4 ADDRESS. VILLAGE fOWNER j 1 DATE OF INSPECTION: FOUNDATIONf: FRAME s INSULATION,'t =•` FIREPLACE ti ELECTRICAL: ROUGH ' FINAL I t PLUMBING: ROUGH FINAL s ROUGH Pk':','j FINAL r G45: I . I ) y • DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth ofMassachusetts Department of lndustrial Accidents Offzce.gf -nvestigatioizs 600 Washington Street t B0ston,-J.�M 02111 sy Www.mrlss.govIdia' Workers' Compensation Ins urance°Affidavit: Builders/Contractors/Electricians/Plumbers A plicant Information Please Print Leaibly Name (Business/Organization/Individual): Address: r z&4 i* Ck City/State/Zip: �✓is Phone Are you an employer?- heck the appropriate box: 'Type of project (required): I am a employer with ' 4• ❑'I'am a general contractor and.I 5 �Cw construction - have'hired the sub contractors.. employees(fill and/or gait`time): , F- - -- 2.❑ 1 am a sole proprietor.or partner- ` listed on the.attachedsheet. 7. Remodeling shi and have no employees These subcontractors have g, ,Demolition ship ,and workers'employees and have w d addition working for me m any capacity. 9. ]ding ing [No workers' comp. insurance comp. insurance.t 5. We are a corporation and its 10.❑ Electrical repairs or additions r fired.) .. 3. I am a bomeowner doing all work Off cers have exercised their 11.0 Phimbing repairs or additions right of exemption per MOL myself [No workers' comp. 12 D Roof repairs insurance re wired. t _ c. 152, §1(4), and we have no' q ) 13:0 Otber employees. [No workers' C6mp..insurance'rcquired.} 'Any applicant that chccks box#1 must also fill outthc'sccdon below showing their workcrs',cbmpcnsadDn policy infonnalion: t Homeowners who submit this affdaviI indicating they arc doing all work and then hire outside con tractors'must submil a new affidavit indicating such. tContraetors that check this box must atiaehed.an additional sheet showing thcname of the sub-eontradon;and statc•whethcr or not those entities have employees. If the sub-contractors hatic employccs,.thcy,must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for.my employees. Belowgis the policy and jab site information. , Insurance Company Name: Policy# or Self-ins. Lic, #: 1 ExpiraEion Dale: Job.Site Address: r City/State/Zip: Attach a copy of the workers' compensatton.policydeelaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A ofMCQL c, .152 can lead to the imposition'of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as:well as civil penalfes,in.the form'of a STOP WORK ORDER and`a fine of up to$250,00 a'day against the-Violator. Be advised that a copy of this statement may be forwarded'to'the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains an nalties ofperitt the information proNlded above is arcce and correct. a . Phone #: 0fficial tcse only. Do not write in this area, to.,he completed by city o•r towrt of City or Town: P,ermit/License# Issu ing Authority (Circle one); _ r- 1. Board of Health Z. Building Department 3, City/Town Clerk, 4. Electri'eal Inspector S. Plumbing Inspector 6: Other. ' x, Contact Person: Phone.#: ' k/ r Information and fnsfructiOPS ' Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their cmployecs, Pursuant to this statute, an employee is dcfincd as "...every person in the service of another under any confrac t of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a join( enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, associalion or other legal entity, employing employees. Ljo,vevcr the t of the oner`o a dwelling house having not more than (hrec apartments and who resides therein, or the occupan w f hous dwelling house of another who employs persons to do,m n ainlcnacc, constriction or repair work on such dwelling or on the grounds or building appurtenant thareto shall not because of such employment be deemed to be an Employer. e ' MGL chapter 152, §25C(6)also stales that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant tYho has not produced accep ta ble evidence of compliance with the insurance coverage required." Additionally MGL chaplet 152, §25C(7) stales "Neither the conunonwealth nor any ofiis political subdivisions shall enter into any coniracifor Iheperforrna.nce ofpubhc•Work until acCeptable evidence ofcompliancc with the rnsrUancc requirements ofthis ehapterhave beenpresented to the contracting authority." Applicants Pic, e fill out.the worers p k ' compensation affidavit completely, by checking the boxes thatapply as to your sitz�ation and, if necessary, supply sub-coniraetor(s) name(s), addresses)and phone numbers)along with their cerlificaie(s)insurance, Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP) with no cmployecs other than the members orpartners, are not required to carry workers' compensation insurance, if an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Departmcni of Industrial Accidents for confirmation of insurance coverage, Also be sure to sign and date th•e affidavit. The affidavit should be returned to the city or lown that•ihe application for the permit or license is being requested not iheDepartmenl of Industrial Accidents. Should-you have any questions regarding the JaW or if you,are required to obtain a,worr-nLc compensation policy,please call the Department ,the number listed beloW, Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Off cials Please be sure that the affidavit is complete and printed legibly, The Department has provided a space at the bottom of the affidavii for you to fill out in the event the Office of Investigations bas to contact you regarding the applicant. Please be sure to fill in the permiAccnse number which will be used as a.rcfrTcncc number. In addition,an appljcuntent that must submit multiple permit/license applications in any given year, need only submit one afLdavil indicating (city or policy information(if necessary)and under"Job Site Address" the applicant should write "all 36,ca,li ons in _ towv).`A copy of the affidavit that has been officially stamped or rnaTked by the city or sown may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavi lust be filled nti t each car, Where a home owner or citizen is obtaining a license or permit not relafed to any businessor commcrci al venture y to co Iete this aJffi davit. re u�red license of erm)l to burn leaves etc.) said person is NOT q mP _ i (l,e. a dog p The Office of lnvesligalrofls wou Mr, to ikyom iu-adva�re oryO+ rat;nn and should y9llhaye any questions, please do not hesitate to give us a call. The Departmcnt's'address, telephone and fax number: The.Cornrnonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02 11 1 Tel. #/ 617-727-4900 exi 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 1-24-07 www.mass.gov/dia I y II , r Town Of Barnstable Regulatory Sep4ces Thomas F. Geiler, Director Building Division Thomas perry, CBO, wilding Coro-=ssioner 200 Main Street, Hya_nins,MA 02601 0 . www.town.banst2bleana.us (� Office( 508-862-4038 Fax: 508-790-6230 PLAN REVIEW . Owner: 1 D H2 Map/Parcel' 7j b . Project Address q 7' CASTLEwg-t-6 Builder: The fallowing items were noted on reviewing: Pit w FC at `LAN ROiewed by: Date: n-Rnrrn c'Plnrvw REScheck Software Version 4.3.1 Complianc ' ROOL v� vu uv Project Title: DOHERTY RESIDE CE Energy Code: 2009 IECC '' ^^ '' n' - ----Location:----'- Hyannis Massachuse r -- Construction Type: Single Family. Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: ,Owner/Agent:- Designer/Contractor: 97 CASTLEWOOD CIRCLE CREATIVE DESIGNS HYANNIS,MA MANSFIELD,MA 508-339-3900 ' scottrapoza @verizon.net Compliance:11.5%Better Than Code Maximum ILIA:61 Your UA:54 The%Better or Worse Than Code index,reflects how close to compliance the house is based on code trade-off rules.` - It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. e e a a • Oee Ceiling 1:Cathedral Ceiling(nc attic) 247 30.0 0.0 8 Wall 1:Wood Frame,16"D.C. 162 15.0 0.0 11 Window 1:Vinyl Frame:Double Pane with Low-E 21 0.200 4 Wall 2:Wood Frame, 16"D.C. 107 15.0 0.0 5 Window 2:Vinyl Frame:Double Pane with Low-E 8 0.200 2 Door 1:Glass 34 0.200 7 Wall 3:Wood Frame,.16"D.C. 107 15.0 0.0 7 Window 3:Vinyl Frame:Double(Pane with Low-E 21 -'0.200 4- Floor 1:All-Wood Joist/Truss:Over Outside Air 247 30.0 8.0 6 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �COff�APea 5i� � -2010 Name-Title ignature. Date 4 Project Title: DOHERTY RESIDENCE W Report date: 10/15/10 Data filename: C:\Users\Creative Design\Documents\REScheck\Lou.rck Page 1 of 4' REScheck Software Version 4.3.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: // I`/4-n °�1 y Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: �- ❑ Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity insulation M Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.200 For windows without labeled U-f ctors,describe features: #Panes Z Frame Type ' Thermal Break? Yes No Comments: ci ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.200 For windows without labeled U-factors,describe features: 1 / #Panes Frame Type A _Thermal Break?�Yes No Comments: [1c r l T—C� �� ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.200 For windows without labeled U-factors,describe features: #Panes-!I--Frame Type Thermal Break? Yes No Comments: Doors: - ❑ Door 1:Glass,U-factor:0.200 Comments: J. ,ti Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Asir{R-30.0 cavity+R-8.0 continuou insulation Comments: GL N �rw(FAJ L/ _S ��t2 0 re) Floor insulation is installed in permanent contact with the underside of the subfloor 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: ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between .window/doorjambs and framing. 0 Recessed lights in the building thermal envelope are 1)type IC 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. Project Title: DOHERTY RESIDENCE � � �� Report date: 10/15/10 Data filename:C:\Users\Creative Design\Documents\REScheck\Lou.rck Page 2 of 4 Air Sealing and Insulatiqn: Building enveloje air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7. ACH 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. (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. (e)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. M Comers,headers,narrow framing cavities,and rim joists are insulated. r. (g)Shower/tub on exterior_wall:_insulation_exists between showers/tubs and exterior_wall._____�.____,_ Sunrooms: ❑ 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. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 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. 171 Insulation R-values and glazing U-factors are clearly 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: Lj 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 181 B 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 1/2 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). All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: ❑ 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 and/or Service Water Heating(Sections 503 and 504). ` Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2.' Lj Circulating service hot water systems include an automatic or accessible manual switch to turnoff 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. Project Title: DOHERTY RESIDENCE _.....�.. �.,_.....�. _.�...... _._._..... Report date: 10/15/10 Data filename:C:\Users\Creative Design\Documents\REScheck\Lou.rck Page 3 of 4 pwimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj 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 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: -- -- ---r Lj 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-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 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: Cj 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) Project Title: DOHERTY RESIDENCE Report date. 10/15/10 Data filename:C:\Users\Creative Design\Documents\REScheck\Lou.rck Page 4 of 4 ., . IECC e ' F << Ceiling/Roof 30.00 Wall 15.00 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Window 0.20 Door_._ a= yam: � �,� Heating System: Cooling System: Water Heater. Name: Date: Comments: ' ZN 4F kfr9S THEO ORE L. DohertyResidence Addition QONERTY w ' 97 Castlewood Circle civic '. No.411e Hyannis, MA 780 CMR:State Board of Building Regulations and Standards / ��• , '� 5301.2.1.1 Design Criteria. Design Criteria 1.1: Wood Frame Construction Manual Table 5301.2(4) Massachusetts Basic Wind Speeds Wareham=110MPH 5301.2.1.4 Exposure Category Category B-97 Castlewood Circle is located in a suburban, wooded area with numerous single family dwellings obstructing the residence. Wood Frame Construction Manual. 1.1 Scope See above for wind speed and exposure 1.2 Applicability Building Height Max=33'-0"High, One Story Actual=13'-6"High, One Story *Exception, MA checklist states roof pitch is less than 8/12 Aw (actual=4/12)building is not considered two stories. Building Dimension Actual Length=18'-0" - Actual Width=13'-7" Building Shape Rectangular-No Irregular walls Building Aspect Ratio 18113.6=1.32 Permitted Ratio, Use 1.50 for calculations 1.3 Framing Connections Table 2:General Nailing Schedule Roof Framing: Blocking to Rafter=2-8d common nails @ each end Rim Board to Rafter=2-16d common nails @ each end Wall Framing: Top plates @ Intersections=4-16d common nails @ joints Stud to Stud=2-16d.common nails @ 24"o.c. 'Header to Header=16d @ 16"o.c. along edges Floor Framing: Joist to Sill,Top plate or.Girder=4-8d common nails per joist. Blocking to Joist=2-8d common nails @ each end Blocking to Sill or Top Plate=3-16d common nails @ each block Ledger Strip or Beam to Girder=3-16d common nails @ each.joist Joist on Ledger to Beam=3-8d common nails per joist Band Joist to Joist=3-16d common nails per joist Band Joist to Sill or Top Plate=2-16d per foot Roof Sheathing: Wo_od'Structural Panels: Rafters orTrusses spaced 16"o.c. =8d common nails, 6"edge/6'field . Rafters or Trusses-spaced over 16"o.c. =8d common nails, 4"edge/4'field Gable end wall rake or rake truss w/o gable overhang=8d common nails, 6"edge/6'field Gable end wall rake or rake truss w/structural outlookers=8d common nails, 6"edge/6'field Gable end wall rake or rake truss w/lookout blocks=8d common nails,4"edge/4"field Gypsum Sheathing: Gypsum Wallboard=5d coolers, 7"edge/10"field Wall Sheathing: Wood Structural Panels studs spaced up to 24"o.c. =8d common nails, 6"edge/12"field 1/2"and 25/32"Fiberboard Panels=8d common nails, 3"edge/6"field 1/2"Gypsum Wallboard=5d coolers, 7"edge/10"field Floor Sheathing: Wood Structural Panels: 1"or less=8d common nails, 6"edge/12"field greater than 1"=10d common nails, 6"edge/6"field Foundation Anchorage 2.1 General Loads Table 3:Roof, Ceiling& One Floor with Aspect Ratio of 1.50 Uplift=217plf Lateral=132plf Shear=302plf 2.2 Anchor Bolts Table 4:Roof, Ceiling& One Floor with Aspect Ratio of 1.50 5/8"Anchor Bolts 59"o.c.(Actual=54"o.c.)Installed using ABU44 Column Base to 10" sonotube with HPAHD22 Strap Tie Hold Down Floors 3.1 General Framing Member Span: Max=26'-0"Actual=13'-1 1/2" Floor Openings:Shall not exceed lesser of 50%or 12'-0"Actual=No Openings 3.2 Wood Floor Joist Systems Floor Joists=2x10 K.D. Spruce#2 @ 12"a.c. Floor Joists Supporting Load Bearing walls=Not Applicable Cantilevered Floor Joists=Not Applicable Cantilevered Floor Joists supporting Load bearing or Shear Wall=Not Applicable 3.3 Wood 1-Joist Systems Not Applicable 3.4 Wood Floor Truss Systems Not Applicable 3.5 Floor Sheathing Floor Sheathing:Refer to State Building Code 780 CMR Table 5503.1 Minimum Thickness of Lumber Floor Sheathing: 5/8"Thick Plywood fastened with 8d common nails, 6"edge/12"field 3.6 Floor Bracing Blocking& Connections shall be provided at panel edges perpendicular to floor framing members in the first two joist spaces&shall be spaced @ a max. of 4'-0"o.c. See Table 2 for Nailing Requirements Walls 4.1 General Wall Heights: Load bearing walls Max=9'-9"Actual=7'-9" Non-Load Bearing Max=11'-5"Actual= 7'4" i Wall Stud Spacing: Max=24"a.c.Actual=16"a.c. (2x6#2 lumber) Wall Story Offsets: Not Applicable 4.2 Exterior Walls Wood Studs: 2x6 KD Spruce#2 @ 16"o.c. Stud Continuity:Studs shall be continuous between horizontal supports. Top Plates: Double top plates shall be provided at top of all exterior stud walls. Double plates shall overlap at corners and at intersections with other exterior or interior load bearing walls. Table 8: Wall Connections for Endwell Assemblies Stud Spacing=16"o.c. Uplift=1691b Plate to Stud, 216d common nails(end nailed) Table 9: Wall Openings-Headers in Load bearing Walls Header Span=3'-0" Minimum Header Size=2-2x4,2 Full Height Studs Uplift=4161b Lateral=1981b Table 9: Wall Openings-Headers in Non-Load bearing Walls Header Span=3'-0" Minimum Header Size=1-2x4 Flat,2 Full Height Studs Uplift=1201b Lateral=2641b 4.3 Exterior Wall Sheathing Exterior Wall Sheathing: Minimum Thickness=7116"Actual=112" Hold Downs: With Capacity in accordance with Table 10 or 11 are required in the full height segment at each end of a wall line. When full height segments meet at a corner, a single hold down shall be permitted. - Use the larger load for hold downsizing. Table 10: Percentage of Full Height Sheathing in Minimum Building Dimension Min. Wood Structural Sheathing thickness=7116"Actual=112" Edge Nail Spacing=4"o.c. Field Nail spacing=12"o.c. 8d common nails Bottom Plate-to-Frame Shear Connections=16d common nails 590plf(3/ft) Hold Down Capacity=5,9001b Building Aspect Ratio=1.50 Percent Full Height Sheathing On each Exterior Wall Line=36%Actual=38% Table 11: Percentage of Full Height Sheathing in Maximum Building Dimension Min. Wood Structural Sheathing thickness=7116"Actual=112" Edge Nail Spacing=4"o.c. Field Nail spacing=12"o.c. 8d common nails Bottom Plate-to-Frame Shear Connections=16d common nails 590plf(3/ft) Hold Down Capacity=5,9001b Building Aspect Ratio=1.50 Percent Full Height Sheathing On each Exterior Wall Line=18%Actual=83% Roofs 5.1 General Framing Member Span Max=36'-0" Actual=8'-71/2" Roof Openings shall not exceed the lesser of 12'-0"or 50%,of building dimension: Not Applicable Roof Slope Max=12/12 Actual=4/12 5.2 Wood Rafter System Rafters shall be limited to 3/4 of the span, not to exceed 26'-0"Actual=8'-7112" Rafter overhangs shall not exceed the lesser of 1/3 of span or 2-0 Actual=10" Ridge Beam: Each rafter shall be connected to ridge beam or to an opposing rafter with a ridge strap in accordance with Table 13. Ceiling Joists: Open Cathedral Ceilings: When collar ties are omitted to create a cathedral ceiling, rafter ends shall be supported on bearing walls, headers or ridge beams. Rafters shall be attached in accordance with Table 12 and attached to the ridge beam in accordance with Table 13. Table 12: Truss, I-Joist,or Rafter Connections at load bearing Walls 16"o.c. >12'-0"Span Uplift=1701b Lateral=1761b Shear=771b Table 13:Ridge Strap Connections Roof Pitch=4/12 Roof Span=20'-0" Ridge Strap Connection=242plf 5.3 N/A 5.4 N/A 5.5 Roof Sheathing: Roof sheathing shall be minimum 3/8"wood structural panel and attached in accordance with Table 2 5.6 Roof Bracing End wall Blocking& Connections shall be provided at panel edges perpendicular to roof framing members in the first two joist spaces and shall be spaced at a maximum 4'-0"o.c. Nailing requirements given in Table 2. Construction Narrative Shear Wall A: 13'-7" 2x4 studs 16"o.c. with a 4x4 post at end of wall and maximum of 59"o.c. down to the 10" sonotube with Bigfoot System BF24. Connect 4x4 post to the foundation with a Simpson ABU44 Column Base with a HPAHD22 Strap Tie Hold down affixed to 2x10 rim joist. The strap tie holdown shall be located at the rim joist to the sonotube and shall be connected to the 4x4 post with(16)6d common nails. The column base shall be connected at each sonotube with a 5/8"diameter anchor bolt epoxied into the concrete a minimum of 8". Rafters secured to double top plate with(1)Simpson H1 Hurricane Tie @ each rafter. Shear Wall B: 18'-0" 2x4 studs 16"o.c. with a 4x4 post at end of wall and maximum of 59"o.c. down to the 10" sonotube with Bigfoot System BF24. Connect 4x4 post to the foundation with a Simpson ABU44 Column Base with a HPAHD22 Strap Tie Hold down affixed to 2x10 rim joist. The strap tie holdown shall be located at the rim joist to the sonotube and shall be connected to the 4x4 post with(16)6d common nails. The column base shall be connected at each sonotube with a 5/8"diameter anchor bolt epoxied into the concrete a minimum of 8". Shear Wall C: 13'-7" 2x4 studs 16"o.c. with a 4x4 post at end of wall and maximum of 59"o.c. down to the 10" sonotube with Bigfoot System BF24. Connect 4x4 post to the foundation with a Simpson ABU44 Column Base with a HPAHD22 Strap Tie Hold down affixed to 2x10 rim joist. The strap tie holdown shall be located at the rim joist to the sonotube and shall be connected to the 4x4 post with(16)6d common nails. The column base shall be connected at each sonotube with a 518"diameter anchor bolt epoxied into the concrete a minimum of 8". Rafters secured to double top plate with(1)Simpson H1 Hurricane Tie @ each rafter. Ridge Beam: IT-7" Connect rafters to ridge beam with(1)Simpson RR Ridge Rafter Connector at each rafter. wapaN T I C H N I C 0 I T O P I C S Form No.TT-012A January 2007 Page 1 of 1 EFFECT OF OVERDRIVEN FASTENERS ON SHEAR CAPACITY The following is a suggested guideline for determining if overdriven fasteners will affect the shear capacity of diaphragm or shear wall construction. 1. If any case described below is met, then no reduction in shear capacity needs to be taken.. a) If all nails are overdriven into panels by up to 1/16 inch during construction under dry conditions (moisture content less than 16 percent). b) If no more than 20 percent of the fasteners around the perimeter of panels are overdriven by over 1/16 inch up to 1/8 inch, no reduction in shear capacity needs to be taken. c) If all fasteners around the perimeter of panels appear to be overdriven by the same amount, and it appears that panels have been wetted during construction, it can be assumed that the fastener embedment is due to panel thickness swelling. This can be verified by measuring the thickness of panels where fasteners appear to be overdriven, and comparing to measurements where panels have been protected from the weather, or to the original nominal panel thickness which is indicated in the APA trademark. d) If actual panels used in construction are thicker than the required minimum nominal panel thickness upon which the design shear capacity is based, and the overdriving is less than or equal to the difference between the two panel thicknesses. For example, if design shear for the construction requires a 15/32 inch minimum nominal panel thickness and the actual sheathing is 19/32 inch with all fasteners overdriven 1/8 inch, the net result is a 15/32 inch panel that meets the design shear requirements. 2. If more than 20 percent of the fasteners around the perimeter of panels are overdriven by over 1/16 inch, or if any are overdriven by more than 1/8 inch, additional fasteners must be driven to maintain the required shear capacity. For every two fasteners overdriven; one additional fastener must be driven. If nails were used in the original installation, and are spaced too close to allow the placement of additional nails, then approved staples should be used for the additional fasteners required to reduce the potential for splitting the framing. Ref: Andreason, K.R. and J.R. Tissell, 1994, Effects of Overdriven Nails in Shear Walls,APA Report No.T94-9 Bao,Zhaozhen, 2002, Lateral Shear Resistance of Plywood and OSB With Overdriven Nails,APA Report T2002-7 Technical Services Division DISCLAIMER The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research,and comprehensive field experience. Neither APA nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings,conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility of product performance or designs as actually constructed. 7011 South 19th Street•Tacoma,WA'98466 Telephone(253)565-6600•Fax Number(253)565-7265 www.ar)awood.org 0 2007 APA—The Engineered Wood Association I N •• Holdowns&Tension Ties 1` 0 PAHO/HPAHOStrarTie Holdowns Wood-to-concrete connectors that satisfy engineering and code requirements. MATERIAL:HPA-10 gauge;all others-12 gauge FINISH:Galvanized zhs INSTALLATION:•Use all specified fasteners.See General Notes. •Install before concrete pour with a StrapMate®,or other holding device. o •Strap may be bent one full cycle.Bending the strap 90'to aid wall placement may cause spalling behind c the strap.If the spall is 1"or less,measured from the embedment line to the bottom of the spall,full loads apply.For spalls between 1"and 4"(see illustration on page 45),the allowable load is 0.90 of the table loads. o0 13':Typ' 12 •For two pour installations spalling is measured from the first pour. -Nail strap from bottom up. 24%' ° °N •Where fewer fasteners are used in the structural wood member,reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumber less than 31h"wide.To lessen Embedment c splitting of Vs or double 2x's,either fill every nail hole with 10dxl1/2'nails or fill every other nail hole Line Typ' with 16d commons.Reduce the allowable load based on the size and quantity of fasteners used. (Top of °V 21A. •Unless otherwise noted,do NOT install where:(a)a horizontal cold joint exists within the embedment depth Concrete) between the slab and foundation wall or footing beneath,unless provisions are made to transfer the load, ` or the slab is designed to resist the load imposed by the anchor;or(b)slabs are poured over concrete block foundation walls. •To get the full table load,the minimum center-to-center spacing is twice the embedment depth when resisting tension loads at the same time. •To tie multiple 2x members together,the Designer must determine the fasteners required to join members le z43ia° to act as one unit without splitting the wood. •Additional studs attached to the shearwall studs or post may be required by the Designer for wall sheathing nailing. 6+�4 FOUNDATION CORNERS:Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength(fill holes from bottom up);additional nail holes need not be filled.Nail and bolt quantities HPAHD22 may be reduced further for less than 8"corner distance design loads—use code allowable loads for fasteners used in shear. TWO-POUR SYSTEMS:When a cold joint exists between slab and foundation,the holdown will be lower on the stud wall since the embedded portion of the holdown must be in the foundation(see table footnote 1 for exception).Fewer fasteners are used,reducing allowable loads.Loads are calculated using a 4"slab le over 6"and 8"foundation walls. PAHD42,HPAH022,HPAHD22-2P HOLDOWNS:Designed to be installed at the edge of concrete.Tests determined � the pullout strength with one horizontal#4 rebar in the shear cone.Rebar should be a minimum length of 2x embedment depth+12'(except corner installations,page 45).Install before pouring concrete by nailing to form.Installation holes allow nailing to the form,resulting in 1"deeper embedment;see illustration. OPTIONS:See also STHD Holdowns,ITT,HTT Tension Ties. HPAHD22-2P CODES:See page 12 for Code Reference Key Chart. Allowable Tension Loads DF/SP(160) 1.HPAHD22 may be embedded 4°into the slab and 6°into the 8°stemwall beneath for a maximum load of 2810 lbs.at 8" Model Min. Embed. 2000 psi Concrete 2500 psi Concrete Code minimum from the closest comer,and 1200 lbs.at 1/r2°from Stem Depth Nails End Distance the closest corner(like installation 4). No. Wall le Ref. 2.Allowable loads have been increased for wind or earthquake 'fi 8" W, 8" load durations with no further increase allowed;reduce where 133 1 160 1 133 1 160 133 160 1 133 160 other load durations govern. SINGLE POUR 3.i6d sinkers(0.148"dla.x 3Y4'long)or 10d commons may be substituted for specified 16d commons at 0.85 of table loads. , PAHD42 6 61�, 12-16d 920 920 2030 2030 1225 1225 2205 2205 4.Minimum nail end distance to prevent splitting is 10x the nail 8 16-16d 11050 1050 2715 2715 1400 1400 2945 2945 IL113, diameter,or 1W for 16d nails. 5.Calculate loads using straight line interpolation for comer 6 (iL6=16H-t315- 1315- 335 3335 1750 1751)_; 3335- .3335 F24 distances between IN and 8". HPAH�D22� 8; �10" 23-16d 2030 2030 4745 4745 2210 2210 1 4875 1 5160 6.Optional fastener holes are provided on selected products, w Because the product is limited by the concrete foundation, z TWO POUR you may not need to install optional fasteners. a 6 12-16d 920 920 2030 2030 1225 1225 2205 2205 7.Strap may be bent one full cycle.(Bent horizontal90' PAHD42 61W then bent vertical) C3 8 12-16d 1050 1050 2305 2715 1400 1400 2305 2765 8.Rim Joist appiicatton:see Installation 3 for corner condition. ° z 6 16-16d 1315 1315 3335 3335 1750 1750 3335 3335 IL113, 9•Loads shown apply to post-tension slabs when one A4 rebar a HPAHD22 8 10 1916d 2030 2030 4030 4745 2210 221D 4030 4835 F24 minimum)is installed as shown on page 45. 10. ost design shall be by Desiggnor. o 6 16-16d 2455 2455 3335 3335 2455 2455 3335 3335 11.For SCL columns the PAHD/HPAHD straps should be used W HPAHD22 2P 8 14�/,e° 23 i6d 2455 2455 4745 4745 2455 2455 4875 5160 into the wide face any. CD 12.There is an increase in the amount of deflection 9 the strap z is installed on the outside of the shear panel instead of C3 directlyy to the framing.Refer to technical bulletin y SINGLE POUR INSTALLATIONS T-PLYWOOD(see page 191 fordetalls). z 13.Testing to new ICC-ES acceptance criteria to be completed a in 2009.Reference www.stronglie.com for latest loads and information. Nailed 13.NAILS:16d=0.162'dia.x 31,T long.See page 16-17 for o porhhn other nail sizes and information. One 14 R� In Shear Strap style N . Cone holdown—� .d 12-Min. • Length S�a 13W Hor¢ontal F0000n 2 x Embedment a •119A�45 ooff embedded Depptthh 12'Min. aWon fiebarLength �� 5. strap f Wdm Single � ,.. Correr 3��hhn F;ebal��e PourRebar nisance �°mer Installation from Edge 3lY Mln. of SM to le "Maintain -- Re Comer Locate one ra mbar within minimum rebar TTf TI 3 hatched area cover,per INSTALLATION 1 INSTALLATION 2 Typical HPAHD Single Pour R m Joist (may au daft n ACI 318 Typical HPAHD Single Typical HPAHD Single Pour Installation(Reduce allowable load foundation rebar)• concrete code 44 Pour Edge Installation Corner and Endwall Installation based on quantity of effective nails used.) by others requirements. I Caps&Bases ► : ► . ► ► . ► : Adjustable r Standoff Post Bases1 Additional standoff bases are on page 180.T I Washer -- The AB is an adjustable post base which offers moisture Supplied Washer / protection and finished hardware appearance. Washer Supplied These post bases feature 1"standoff height above concrete ® supplied ) floors code-required when supporting permanent structures that are exposed t the weather or watersplsh,or in basements. ; ® ° , ® ° °, . ' ® ° They reduce the potential for decay at post and column ends. ° H MATERIAL:AB-12 gauge plates;16 gauge base cover; ° l i / • ° all others—see table FINISH:Galvanized.Some products available in ZMAX®coating; see Corrosion Information,page 10-11. INSTALLATION:•Use all specified fasteners.See General Notes. �� m •Post bases do not provide adequate resistance to prevent ABU44 ABE44 AB members from rotating about the base and therefore are ABE46,46R,66 and 66A not recommended for non top-supported installations (other sizes similar) supplied With washer. (such as fences or unbraced carports). Washer •AB supplied as shown;position the post,secure the easy- 2 Load Transfer Required access nut over the supplied washer,place the standoff base, Plates Supplied Not supplied ABA" y then bend up the fourth side and nail all sides. (other sizes •AB,ABA,ABE and ABU—for pre-pour installed anchors. °,o ® ` ° it similar) For epoxy or mechanical anchors select and install N p � U.S.Patent according to anchor manufacturer's recommendations; o, °° °° m °° II 5,333,435 anchor diameter shown in table. •Products require washers between the nut and the base. ° m Washers are supplied with all products except ABA's SM H which require a standard cut washer. •Refer to technical bulletin T-ANCHORSPEC for post- installed anchorage solutions(seepage 191 for details). 3a/a° ABU88 CODES:See page 12 for Code Reference Key Chart. p These products are available with additional corrosion protection. o Anchor Bolt 0� J Additional products on this page may also be available with this option,check with Simpson Strong-Deo for details. per Designer, J ' or consult I Dimensions Allowable technical bulletin 1 Model Anchor Code No. W L H Dia. Fasteners Download Ref. T ANCHORSPEC I'Min © A644 39/16 39A16 21A 1h B-10d 4065 Nail End AB44R 4 4%e 29/16 1/2 8-10d 4065 ® Distance p AB46 39/,e 5% 3 1h 8-10d 4165 13 ® for Uplift a AB46R 4 6 273/,e 1h 8-10d 4165 L18, Resistance F1 U AB66 51h 59/,e 3 Yz 810d 5335 Typical ABE46R Installation AB66R 6 6 213/6 1/2 j 8-10d 5335 for Rough Lumber 1.Loads may not be increased for short-term loading, Typical AB Installation (ABE similar) 0 a Material Dimensions Fasteners Allowable Loads DF/SP Model Nominal Post Uplift 160 Code No. Post Base Strap W L H HBa Anch. Machine Dawn Ref. Size (Go) (Ga) Dia. Nails Bolts Nails Bolts (100) Qty. I Dia. Z E) ABA44 44 16 16 39/,e 31/e 31/s — 1/z 6-10d — — 555 — 6000 13,F1 a o D ABE44 44 16 1 16 39Ae 31h 23/4 — 1h 6-10d — — _520 — 6665 1 13,L18 Fi Eli W _ABU_44—4x4_ _ 16=12-39A6s 13—5'h_13/4---Via.r 12J.6& 2,._1h--_2200 .._21iS0,--.-6.6f5--�__ 13,Lt8_F1 ABA44R RGH 44 16 16 41/6 31/a 21Y16 — 1h 6.10d — — 555 8000 13,F1 ABE44R RGH 44 16 16 4 31/2 29/16 — 1/2 6-10d — — 400 — 6665 170 ABE46 46 12 16 39/15 57/16 41/e — 5/a 8-16d — — 810 — 7335 13,F1 0 D ABA46 4x6' 14 14 39A6 53/16 31/a 1 — % 8-16d — — 700 — 9435 13,F1 ABU46 46 12 12 39/16 5 7 25/e 5/8 12-16d 2 1h 2300 2300 10335 13,L18,F1 ABE46R RGH 4x6 12 16 41/16 5M6 39/16 — 5/a 8-16d — — 810 — 7335 170 ABA46R RGH 46 14 14 41/16 53/k 27/e — 5b 8-16d — — 700 — 12000 ® ABA66 6x6 14 14 51/2 51/4 31/a — 5A 8-16d — — 720 — 10665 13,F1 N p ABE66 6x6 12 14 51/2 51/16 31/e — 5/e 8-16d — — 900 — 12000 13,F1 ABU66 6x6 12 10 51h 5 61/16 13/4 5/a 12-16d 2 1h 2300 2300 12000 13,L18,F1 ABA66R RGH 6x6 14 14 6 53As 27/a — 5A 8-16d — — 720 — 12665 13,F1 ABE66R RGH 6x6 12 14 61Ar, 57/ie 27/s — 5/s 8-16d — — 900 — 12000 170 ABU884 8x8 14 12 71h 7 7 — 2-5/e 18-16d — — M207 24335 13,F1 ABU88R4 RGH 8x8 14 12 8 7 7 — 2-5/e 18-16d — — 2320 - 24335 170 1.Uplift loads have been increased for wind or earthquake load durations With 5.For AB bases,higher download can be achieved by solidly packing grout under 1°standoff plate no further increase allowed;reduce where other load durations govern. before installation.Base download on column,grout,or concrete according to the code. 2.Downloads may not be increased for short-term loading. 6.HB dimension is the distance from the bottom of the post up to the first bolt hole. 3.Specifier to design concrete for shear capacity. 7.Structural composite lumber columns have sides that show either the wide face or the edges of 4.ABU products may be installed with either bolts OR nails(not both) the lumber strandsiveneers.For SCL columns,the fasteners for these products should always to achieve table loads.ABU88 and ABU88R may be installed with be installed in the wide face. 8-SDS 1/4°x3"wood screws(sold separately)for the same table load. 8.NAILS:16d=0.162"dia.x 31h"long,10d=0.148"dia.x 3"long. See page 16-17 for other nail saes and information. 47 Straps&Ties � HSeismic&Hurricane Ties These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie fordetails. Fasteners OFISP Uplift Load SPF/HF Uplift Load Allowable Loads Allowable Loads with Model with Code Ga To Lateral Lateral Bdx11h No. To To Uplift 8dx11h Nails Uplift Ref. Rafters/ (160). (160) Nails Plates Studs (160) Truss (160) Fi,.¢„,_"Ear _060) Fi Fz-- (160) -H1"—18' 6=8_0h '=4_8.d_ 585 "-485�a=16517w -455-'. 400: ,4i5R. 140--37D�1H2 3 18 5-8d — 5-8d _33 — - '�335 230 — — 230 117,L22,F16 H2A 18 5.8dx11h 2-8dx11h 5-8dx11h 575 130 55 — 495 130 55 — IP1,F25 H2.5 18 5-8d 5-8d — 415 150 150 415 365 130 130 365 117,L22,F16 D H2.5A 18 5-8d 5-8d — 600 110 110 480 535 110 110 480 117,Fib H2.5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 425 IP1,F25 H3 18 4-8d 4-8d — 455 125 160 415 320 105 140 290 H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235 117,L22,F16 H5 18 4-8d 4-8d — 455 115 200 455 265 100 170 265 p H6 16 — 8-8d 8-8d 950 — — — 820 — — — 117,F16 D H7Z 16 4-8d 2-8d 8-8d 985 400 — — 845 345 — — D H8 18 5-10dx11h 5-10dxllh — 745 75 — 630 565 75 — 510 F26 p H10 18 8-8dx11h 8-8dx11h — 995 590 285 — 850 505 235 — 117,F16 I 18 9-10dx11h 9-10dx11h — 11401 590 285 — 1015 505 285 — 117,F25 r-70 18 8-8dx11h 8-8dx11ht1 8-8d 1010 660 215 550 870 570 185 475 IP1,F25 18 6-10d 6-10d — 760 455 395 — 655 390 340 — 117,F16 18 6-16dx21/z 6-16dx2lh — 830 525 760 — 715 450 655 — 170 10 12-8dx11h 13-8d — 13507 515 265 — 1050 480 245 16 IP1,F25 ❑2 12-8dx11h I 15-8d — 1 13501 515 265 — 1050 1 480 1 245 — 1.Loads have been increased 60%for wind or earthquake loading with 6.Hurricane Ties are shown installed on the outside of the wall for clarity and assume a minimum no further increase allowed;reduce where other loads govern, overhang of 31/2"installation on the inside of the wall is acceptable(see General Instructions for 2.Allowable loads are for one anchor.A minimum rafter thickness of the Installer notes u on page 14).For uplift Continuous Load Path,connections in the same area 21h"must be used when framing anchors are installed on each side (i.e.truss to plate connector and plate to stud connector)must be on same side of the wall. of the joist and on the same side of the plate(exception:connectors 7.Southern Pine allowable uplift loads for H10A=1340 lbs.and for H14=1465 lbs. installed such that nails on opposite sides don't interfere). g.Refer to technical bulletin T-HTIEBEARING for Hi,H10,H10S,H10-2,H11Z,H14 allowable 3.Allowable DF/SP uplift load for stud to bottom plate installation bearing enhancement loads(seepage 191 for details). see detail 15)F r S lbs. H value 390 lbs.y these );360 values .(H4)and 9.H10S can have the stud offset a maximum of 1"from rafter(center to center)for a 10 lbs.(H8).For SPF/H values multiply these values by 0.86. 4.Allowable loads in the Ft direction are not intended to replace reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). diaphragm boundary members or prevent cross grain bending of 10.H10S nails to plates are optional for uplift but required for lateral loads. the truss or rafter members. 11.NAILS:16dx21h=0.162"dia-x 21h"long,l0d=0.148"dia.x 3"long, 5.When cross grain bending or cross-grain tension cannot be avoided 10dx11h=0.148"dia.x 11h"long,8d=0.131"dia.x 21h"long,8dx11h=0.131"dia.x 11h°long. in the members,mechanical reinforcement to resist such forces may See page 16-17 for other nail sizes and information. be considered. Ff C r' R s ° 1 z 0 ,© © 0 © a H2A Installation H2.5 Installation H2.5A Installation H2.5T Installation ion HI Installation (H2 similar (Nails into both top plates) (Nails into both top plates) (Nails into both top plates) CD Z z N Air— r 0 y a Use a minimum Fz F2 F1 f° ° of two 8d nails r a+ri this side of truss o Ir 1 0 H4° ° (total lour Bd •°- installation nails into 0 H3 Installation (H2.5 similar) I NF (Nails into upper top plate) (see footnote 3)0 H2.5T Installation l :�rx ils � s. ° O Q, H6 Stud H4 Installation H5 Installation to Top Plate ® H6 Stud to Band ® H7Z Installation 156 (Nails into upper top plate) (Nails.into both top plates) Installation Joist Installation Miscellaneous Ridge Connector I An interlock provides alignment control and correct nailing locations. For a rafter-to-face connector,flatten the top flange into the face plane. The RR may be used with rafters sloped up to 300. MATERIAL:18 gauge FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. 6 CODES:See page 12 for Code Reference Key Chart, Fasteners Allowable Loads' RR . o Model Min. Uplift Cade C No, Rafter Header Rafter (160) DF/SP Ref. ° Size Floor(100) Roof(125)_ �RR__=2x6_4=106d1 4--1Ddi11 130---365'- 415,►=110;L3,-E9 ° ° 3��4° 1.Floor loads may be adjusted for other load durations according to the code, ° f Typ caI;RR provided they do not exceed the table roof loads. �r1;e� Installation 2.NAILS:10dx1'h=0.148"dia.xl'/T long.See page 16-17 for other nail sizes and information. PSCL/PSCA Simpson Strong-Tie®Panel Sheathing Clips are used to brace unsupported sheathing edges.The PSCA is a new version of the PSCL with less material for a more cost effective solution.Model sizes include:PSCL3/8,PSCAY%,PSCL7he, PSCA15/3e,PSCL15/32,PSCL'/2,PSCL%;PSCUs/3z,PSCL-Y4. MATERIAL:20 gauge FINISH:Galvanized INSTALLATION:•Use the same size sheathing clip as the panel thickness. •Maximum spans may be reduced for low slopes or high uniform loads, refer to manufacturer's installation instructions. CODES:See page 12 for Code Reference Key Chart. �' N PSCL Span Panel Maximum Roof Sheathing Span No.of Clips Code (PSCA similar) Rating Thickness With Clip Without Clip Per Span Ref. PSCA Available Eafly 2009 24/0 % 24 20 1 1 24/16 1/16 24 24 2 1,Span rating and Maximum Roof Sheathing Spans are for reference 32/16 7-%2,'h 32 28 121 180 only,refer to IBC Table 2304.7(3)for Typical PSCL Installation 40/20 %,1%2 40 32 1 additional important information. 48/24 3/4 48 36 2 2.Maximum roof sheathing span with single PSCA is 24°.For spans>24"use two PSCA's. • Form Angles Use the SBV for shelving,counter brackets,window ledge supports,at a very competitive price. The CF-R is used where a moderate size shelf bracket and reinforcing angle is needed. When used for tilt-up perimeter forming,the nail hole placement ensures substantial reuse. n" w MATERIAL:16 gauge FINISH:Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. ° •SBV—Reversible for nominal 10'or 12"shelves of any thickness. •CF-R(Retail Pack}—Recommended spacing is 36"for 2x's and 18"for 1 x's. Use the 5'leg for 6"lumber and the 6"leg for 8"lumber.Holes are sized for oY! e o 'W'fasteners or 10d commons. II w CODES:See page 12 for Code Reference Key Chart. $BV Ty R Form 1 ical0or co Model Fasteners DF/SP Allowable Downloads Code Installation T g cc No. Stud (100) Ref. l�/0 w CF-R 3-SDS'/4 x2" 135 170 SBV 4-SDS 1/4 x2" 145 o W i? 0 O l Drywall Stop a 0 0 Eliminates costly blocking at top plate,end walls, and corners.A typical residence will use several hundred of these inexpensive clips with a substantial savings in /{ blocking and labor. The installation prongs provide even more labor savings. MATERIAL:20 gauge FINISH:Galvanized INSTALLATION: •16'on center or less,using 8d commons. 1y Typical DS •DS should not be used where gypsum board is 7installation used for structural loads. CIS CODES:ICC NER-413,ICC-ER 5672. 169 613olseCascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Roof Beam1RBO2 BC CALCO 3.0 Design Report-US 1 span No cantilevers 1 0.1/12 slope Wednesday,October 13,2010 Build 440 File Name: 10487-97 Castlewood Drive-Butch.BCC Job Name: Castlewood Drive Description:RB02 Address: 97 Castlewood Drive Specifier: City, State,Zip:Hynannis, MA Designer: Customer. Attleboro-Rehoboth Company: Code reports: ESR-1040 Misc: Chuck �a1 12 as 00-00 B0,3-M" 81,3.1/2- DL 535 Ibs DL 535 Ibs SL 1,528lbs SL 1,528lbs Total Horizontal Product Length=08-00-00 Live Dead Snow Wind Roof Live Trib.(in.; Load Summary, Tag Description ' Load Type Ref. Start End 100% 80% 1150/6 133% 125% 1 Reaction from Designs\RB01...Conc. Pt. (lbs) L 04-00-00 04-00- 0 996 3,056 n/a Controls Summary Value %Allowable Duration case Span Disclosure Poe. Moment 7,702 ft-lbs 48.0% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 2,053 Ibs 28.3% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. 1_1716(0.126") 25.2% 3 1 output as evidence of suitability for particulai Live Load Defl. U959(0.094") 25.0% 3 1 application.Output here based on building Max Defl. 0.126" 12.6% 3 1 code-accepted design properties and Span/Depth 9.5 n/a 1 analysis methods.Installation of BOISE engineered wood products must be in %Allow %Allow accordance with current Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material and applicable building codes.To obtain BO Post 3-12"x 3-12" 2,063 Ibe n/a 22.5% Unspecified Installation Guide or ask questions,please B1 Post 3-12"x 3-12" 2,063 Ibe n/a 22.5% Unspecified call(800)232-0788 before installation. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALOO,BC FRAMER®,AJS-, Plumb Cut with Hanger to dbl.top plate0.1/12 9-12" 08-00-00 08-00-01 ALLJOISTO,BC RIM BOARD-,BCI®, BOISE GLULAMT",SIMPLE FRAMING CautlonS SYSTEM®,VERSA-LAW,VERSA-RIM For roof members wi PLUS®,VERSA-RIMS,th slope(1/4}/12 or less final design must ensure that ponding. VERSA-STRANDS,VERSA STUD®are instability will not OCCUr. trademarks of Boise cascade,L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(T)Maximum load deflection criteria. l Page 1 of 2 6111olse.Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALL®3.0 Design Report-US 1 span I No cantilevers 10.1/12 slope Wednesday, October 13,2010 Build 440 File Name: 10487-97 Castlewood Drive-Butch.BCC Job Name: Castlewood Drive Description: RB02 Address: 97 Castlewood Dive Specifier: City, State,Zip:Hynannis, MA Designer: Customer: Attleboro-Rehoboth Company: Code reports: ESR-1040 Misc: Chuck Connection Diagram Disclosure b — d Completeness and accuracy of input must be verified by anyone who would rely on a • e - • 41 output as evidence of suitability for particulai application.Output here based on building code-accepted design properties and c analysis methods.Installation of BOISE engineered wood products'must be in • • 41 3 accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=2' c=5-1/2" call.(800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJS- Connection design assumes point load is'top-loaded'. For connection design of ALLJOIST®,BC RIM BOARD-,BCI®, side-loaded'point loads, please consult a technical representative or professional of BOISE GLULAM-rm,SIMPLE FRAMING Record. SYSTERM,VERSA-LAMS,VERSA-RIM Bolts are assumed to be Grade A307 or Grade 2 or.higher. PLUS®,VERSA-RIM®, Member has no side loads. VERSASTRANDO,VERSAST.UDOare Concentrated loads are not considered in side load analysis. trademarks of Boise Cascade,L.L.C. Connectors are: 1/2 in. Staggered Through Bolt r [T)Boise Cascade Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP Roof Beam\R1301 B�CvCALL®3.0 Design Report-US 1 span No cantilevers 1 0.1/12 slope Wednesday,October 13,2010 Build 440 File Name: 10487-97 Castlewood Drive-Butch.BCC Job Name: Castlewood Drive Description: RB01 Address: 97 Castlewood Drive Specifier: City,State,Zip:Hynannis, MA Designer: Customer: Attleboro-Rehoboth Company: Code reports: ESR-1040 Misc: Chuck • �0.1 12 13-07-00 BO,3-10 B1,3-1/2- DL 9%lbs DL 996 lbs SL 3,056 lbs St.3,056 lbs Total Horizontal Product Length=13-07-00 Live Dead Snow Wind Roof Live Trib.(in.; Load Summary TT Description Load Type Ref. Start End 100% 90% 116% 133% 126% 1 Standard Load Unf.Area(psf) . L 00-00-00 13-07-00 15 50 09-00-00 Controls Summary value %Allowable Duration case Span Disclosure Pos. Moment 12,849 ft4bs 52.5% 115% 3 1 -Internal^ Completeness and accuracy of input must End Shear 3,288 lbs 36.2% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U386(0.408") 46.6% 3 1 output as evidence of suitability for particular Live Load Defl. U512(0.308") 46.9% 3 1 application.Output here based on building Max Defl. 0.408" 40.8% 3 1 code-accepted design properties and Span/Depth 13.3 n/a 1 analysis methods.Installation of BOISE engineered wood products must be in %Allow %Allow accordance with current Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material and applicable building codes.To obtain BO Post 3-1 0 x 3-1/2" 4,053 lbs n/a 44.1% Unspecified Installation Guide or ask questions,please 131 Post 3-1/2"x 3-1fZ' 4,053 Ibs n/a 44.1% Unspecified call(800)232-0788 before installation.. Slope and Cut Length Slope Facia Depth Horiz.Length Product Length BC CALOV,BC FRAMER®,AJS^", Plumb Cut with Hanger to dbl.top plateO.1/12 11-7/8" 13-07-00 13-07-02 ALUOISTO,BC RIM BOARD-,BCI®, BOISE GLULAM-,SIMPLE FRAMING Cautions SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, For roof members with slope(1/4)/12 or less final design mist ensure that ponding VERSA-STRAND®,VERSASTUDO are instability.will not occur.. trademarks of Boise Cascade,L.L.C. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(T)Mabmurn load deflection criteria Page 1 of 2 r �BolseCascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam1R1301 BC CALL®3.0 Design Report-US 1 span(No cantilevers 1 0.1/12 slope Wednesday,October 13,2010 Build 440 File Name: 10487-97 Castlewood Drive-Butch.BCC Job Name: Castlewood Drive Description: RB01 Address: 97 Castlewood Drive Specifier: City, State,Zip:Hynannis, MA Designer: Customer: Attleboro-Rehoboth Company: Code reports: ESR-1040 Misc: Chuck Connection Diagram Disclosure I b d Completeness and accuracy of input must a be verified by anyone who would rely on • • • 41 output as evidence of suitability for particulai application.Output here based on building code-accepted design properties and c analysis methods.Installation of BOISE engineered wood products must be in • • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please a minimum=7' c=7-7/8" call(800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALCV,BC FRAMER®,AJS-, Calculated Side Load=292.5 plf ALLJOISTS,BC RIM BOARD-,BCI®, BOISE GLULAM- SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 1/2 in. Staggered Through Bolt PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSASTUDOare trademarks of Boise Cascade,L.L.C. f tttr ram, Town of Barnstable r ti Regulatory Services EARNS A-BLF- Thomas F, Geiser, Director 1659- .�� - Building Division Prto a Tom Perry, Building Commissioner 200 Mai .Stree H annis MA.02601 www.town.barnstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION PleasrPrint DATE: o2D�O JOB LOCATION: 9.1 4` 72Zl LU" 41&Z,4_ 0Z60/ n mubcr street village 'HOMF-OWNER': �&_-W4A4f-_ Al,' %OH&Z T, name /� home one# �gfk phone# ,. CURRENT MAILING ADDRESS: 9 4AKrz4 P.tJ0W 2' Ke_'z 9 a ty/town state zip code Tile current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEFINMON OF HOMEOWNER Person(s) who owns a parcel of land on which be/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constrgcts more than one home in a two-year period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the.State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that.he/she understands the Town of Barnstable Building Department minimum inspection procedures,and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOAZMDWKER'S EXEMPTION .The Code states that: "Any horn"c*r performing work for.which a building pemdt is required shall be cxcrtrpt from the provisions Of this SCCtiOn.(Sec6cn 109.1.1 -Licensing of constriction Supcn�sors);provided that if the homeowner engages a person(s)for hire to do such work, that such Iiomcowncr shall act as supervisor," Many homeowners who usc.this exemption are unaware that they are assuring the responsibilities of a supervisor(sec Appendix Q, Rulcs&Regulations for Licensing Construction Supervisors;Scction 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this ease,our Board cannot proceed against the unlicensed person as it would wit ha. licensed Supervisor. The.homcowncr acting asSupervisorisultimatc)yresponsrblc. To ensure that the homeowner is fatly aware ofhis/hcrrtsponsibilitics,many communities require,as part of ncc permit application, that the bDmeDWnCr certify that he/she understands the rosponnbilitics of a Supervisor. On the last page of this issue is e form currently used by several towns. You may care t amend and adopt such'a formlcenification',for use in your community, ' Q:forrm:homccxcmpt �VEroty2 Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.b arnstab le.ma.us Office: 508-862--403 8 Fax: 508-790-6230 Property Owner Muni -.Con-iplete�and Sign�Ms,,Section If Using A Builder r, as Owner of the Subject.property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of rob) Signature of Owner Date Print Name If Propea Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNF_UERMISSION + AWC Guide to 6Yood Constructioir i» Hi,h I'Yind Areas: 110 tiiph Wind Zone 1d�Iassach>lsetts Checklist for Coi!�i liarice o cnrRs3oi:z.t.l�' Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust) .... ............ ` ................................................ 110 mph Wind Exposure Category... .. ........ ....... ........ . ...... ................... .B A. Wind Exposure Category....... ........Engineering Required For Entire Project ................. ........ ....... ...0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s2 stories ✓ RoofPitch ....................:.........:..............:........:....:...............(Fig 2) .......;.........•.......................... 512:12 g/ Mean Roof Height ............................. ............................'.(Fig 2)..... ............................. .:..._ft 5'33' Building Width, W ............................:. ........ ....., ...:.;.(Fig 3)...., ft s 80' Building Length, L ...............................................................(Fig 3).................................................._-ft 5 80' r/ Building Aspect Ratio(UW) ........................:.: (Fig 4)..... ....:_.: .... .. .::...... .._...... ....... 5 3:1 1/ Nominal Height of Tallest Opening2 ............................. .....(Fig 4)...... ....... ................ 5 6'8" r/ 1.3 FRAMING CONNECTIONS #' General compliance with framing connections ................(Table 2).. ........ ....... ........ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....................................:.................................................................. ........ ....... Concrete Mason 2.2 ANCHORAGE TO FOUNDATION"' 5/8"Anchor Bolts=imbedded or 5/8"Proprietary Mechanical Anchors as an alternative In concrete only Bolt Spacing—general..... ........ .(Table 4)... in. Bolt Spacing from endfloint of late . . .......... .... ..•• in.5 6"-12": P 9 1 P ... ,.(Fig 5) .., ........ ii Bolt Embedment—concrete........... .... ... ...... .....(Fig 5)...................................... ._in.?7" . ..... in.>15" Bolt Embedment—masonr y (Fig 5) ....: Plate Washer........................................... ... : .... ...(Fig 5)........ ..... ..................>_3'x 3"x 1W 3.1 FLOORS Floor-framing member spans checked ................................(per 780 CMR Chapter 55) Maximum Floor Opening Dimension... .............. .............(Fig 6)......................................... ft:5 12' Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6).. .. ....... ...... . ..:..... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheanaall .::.........(Fig 7).:..:::.. ....... ........ ...... .... ft <d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).:......... ....... ......... ft 5 d'` Floor Bracing at Endwa.11s.................................,...................(Fig 9) .......I ................. Floor Sheathing Type ................................................... (per.780 CMR Chapter 55).. v Floor She Thickness .....(per 780 CMR Chapter 55). ... .... ..... in:' Floor Sheathing Fastening .. .... Table 2).. d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls.......... .......... .. .... ...:.. ..... ...(Fig 10 and Table 5). .......=ft :5 10, Non-Loadbearing walls..................:......_ ......................(Fig 10 and Table 5). .......... ft 5 20' y Wall Stud Spacing ........ ....... ............(Fig 10 and Table 5)............I......._in.:5 24"o.c.' Wall Story Offsets ....::..............:................................:..(Figs.7&8).:. ....... ...... ...._ft s d . I/ 4.2. EXTERIOR WALLS' Wood Studs k Loadbearing .............. ..............................(Table!�) .... ..2x -._ft_in. Non-Loadbearing walls.......... . ...:... . ..:.. ......:..:::...:.(Table 5) ._:..... .....' ....:...2x ft- in. Gable End Wail Bracing Full Height Endwall Studs....... .(Fig 10) ..... :....... ri WSP-Attic Floor Length.................... .. ................. .fig 11} ............................................ ft z:W/3 R Gypsum Ceiling Length (if WSP hot used)....:. ..........(Fig 11) ...................p.............._ft>_'0.9Wand 2 x 4 Continuous Lateral Brace @ 6 ft. o.c: (Fig 11)........... or 1 x 3 ceiling furring strips @.16.spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist ortruss bays ti Double Top Plate Splice Length ..... ......... .....I..,.... .: ........... (Fig 13 and Table 6):..: _ft . Y.... Splice Connection (no. of 16d common nails).. .........(Table 6).......... ,....... .... ...... 5 Afl/C Guide to [Vood Corr.strttctiott in HjI qh 141hid Areas: 110 uthh 1•Vind Zone , lWassachusetts Checklist for Compliance (78o ci,=lfz5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)..........................................:.......... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)...................... . . (Table B)....................................................... ✓ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)Header Spans ........................................................(Table 9)..................................—ft_in._< 11 SillPlate Spans .......................................................:(Table 9)..................................—ft_in.5 11' �. Full Height Studs (no. of studs).......................... .. ......(Table 9).............................. . . ... . . . . .... . . c/ Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table.9).................................._ft_in.5 12' r/ Sill Plate Spans...................................:................... (Table 9)......I........................... ft_in.5 12' o/ Full Height Studs (no. of studs)....................................(Table 9).................................... ............... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Opening2 ...:........................................................................... 5 6'8' SheathingType..............................................(note 4)................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 10)................................................. in. Shear Connection(no. of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing . Table 10 ....................................................—% 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts)..................:. Maximum Building Dimension, L g2............................................................:............-5 6'8' Nominal Height of Tallest Openin SheathingType.*"*'**.......*'*'*..........................(note 4)......................:.............................. Edge Nail Spacing.......... ..............................(Table 11 or note 4 if less)........................ in. Field Nail Spacing.......................................:..(fable 11)................:................................ in. t/ Shear Connection (no. of 16d common nails)(Table 11).... _ v Percent Full-Height Sheathing.......................(Table 11)............................................:.......—% 5%Additional Sheathing for Wall with Opening> 6V(Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?.............. ............................................... ......................................... ................ 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. ft 5 smaller of 2'or V3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= pif Lateral.............................................(Table 12).............................................L= pff ✓ Shear............................:..................(Table 12)............................................S= Of . t/ Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf ✓ Gable Rake Outlooker.......................... (Figure 20 ft 5 smaller of 2'or V2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................:........................(fable 14)................ .. — Lateral(no. of 16d common nails)...(Table 14).......................................L= lb. i Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............. y Roof Sheathing Thickness.....................................:..... ............................................. in. >:7/16'WSP r/ RoofSheathing Fastening............................................(Table 2)..................... ..................................._ Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de: i LOT 95 ' '4f' € SL f SEA / - I t��� fir+•{ : �,'4� t �j CONC. S ���53,15» E 81 ' (EXISTINDG) 20 - LOT 96 9435.9 SQ. F.T. 0.22 ACRES � SHOWER , , ,,,,,,,, co ,,,,,,,,,,,,,,,,,,,,,,,,,,, LOT � ,,,,,,,,,,,,,,,,,,,,,,,,,, 109 BUL ` W 15.6ft HEAD 97,,,,,,,,, b zo ADDITION UNDER CONST. 15.4ft 0 O 42.4ft ��..:• Via.- :'.i \ M N 77. 53 15" W LOT 97 FLOOD ZONE C FO UNDA TION CERTIFICA TION RES ZONE.- RC-1 TOWN HYANATS SCALE- 1"=20' PL REFS 273-53 ELEV.• N/A 'SETBACKS— 30'-15'-15' A®"A S 4 TILE FOUNDATION IS SHOWN ON THE PL41�b'� 4 As IT EXIS75 ON THE' GROUND H QF h1,46, ®v YANKEE LAND d ISr �Cyrl_ ® j JJ� /�' © U STEPHEN ® Svl y VEY li O , INC. 119 ROUTE 149 DOYLE P' ® MARSTONS MILLS, MA 02648 TEL• 508-428-0055 FAX 508-420-5553 JOB `� a�. DATE. 1110912010 NUMBER 54654 o . Town of Barnstable Permit# � SS Exp' n sfrom i.Setrrda PE' 1 -Regulatory Services SrAB 2 Q9 .2010 Thomas F. Geiler;Director t � F BARN Building Division' STABC om Perry, CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 tivtivtiv.to wn.b arnst ab l e:m a.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION RESIDENTIAL-ONLY Not Valid wish out Red X-Press Imprint Map/parcel Number 3/0 5-3 Property Address 0;4 S TL fE60 00, ❑Residential Value of Work, ,00 Minimum fee of.S25.00 for work under 6000.00 Owner's Name& Address / f 1W1�d 1Z T - ( , Contractor's Name " '" �� �� a�./ �'i "�� Telephone Number � G Home Improvement Contractor License#(if applicable) Construction Supervisor's License# (if applicable) r �� ❑Workman's Compensation Insurance Check one: e❑ I m a sole proprietor I am the Horneowner ❑ I have Worker's Compensation Insurance ` Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof A . [0—Re-side # of doors Replacement Windows/doors/sliders.U-Value (maximum .44)# ofwindows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e Historic,Conservation,etc. 'Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contradtors License & Construction Supervisors License is, required. SIGNATURE: ; %� �/G QAWPFILESIFORM[Slbuilding permit formslEXPRESS.doc 64 Th:e Comm nwealth of Massach usetts Department.oflndustrial Accidents Office of Investigations 600 TYashington Street l�1 Bostdh, MA 02111 y wwrv.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly. Name (Business/Organization/Individual): Address: �� e"F4��u,�� �l�cL� nn _ City/State/Zip: ��S /�:1' -Phone Are you an employer?Check the appropriate box: Type of project (required): 1.❑ I ain a employer with 4, 0 I am a general contractor Idl .* have hired thesub-contra 6• ❑New constructlon. employees(full andlofpart-time) - 2.� I am a sole proprietor-or partner- These on the attached sheet. 7: Remodeling ship and have no employees These sub-contractors have g, Demolition working.for me in any capacity. employees and have workers' 9 Building addition [No workers' comp. insurance comp,insurance. required.] 5. We. are a corporation a.nd its 10.❑ Electrical repairs or additions - 3.[G]�am a homeowner doing all work officers have exercised their I I.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MOL 12.E] Roof repairs insurance-required.] t C. 152, §1(4), and we have no ern plo tes. �o workers' 13_❑ Other y ,' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information.+ t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors:must submit a new afdavil indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entitics have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers' comp'ensalion ins�crance for my employees. Below is the policy and job site information Insurance Company Name: Policy# or Self-ins.Lic,,#: Expiration Date Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure'coverage.as required under.Sec.tion 25A ofMOL c. .152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well'as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a°day against the violator. ';Be advised that a c6py of this statement may be, forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify finder the pains arid penalties o perjuryihat the information provided above is true and correct. Signature: Date 0 Phone# % `, `7 0 Official use only. Do not write in this area, to be completed by city or town bfficiel City or Town; Permitll.,icense# . 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#: Inforrnation and hsh-uCtzoxis Massachusetts General Laws chapter 152 requires fall employe rrs s t inrlheiserviocekof anolhor c.trade oany contac o{Ihoy i e, Purs uant to this statute, an employee is defined as '..,.every P 'express or implied, oral or written:" er o or An e7n to er is defined as "an individual, partnership, association, corporation °nt live Or s of legal deceased empl yer,,or hore py of the foregoing engaged in ajoint enteipnse,and including the.lega . p . ng employees, However the receiver or trustee of an individual, partnneeshipnassociation s o upon Or other ts and who resides heroeiln, or he occupant of the owner of a dwelling house having not m house rlictiOn or repair work dwelling house of another who employs persons to al mot because ofsucthEmployment.be deemoed to bedaneemployer-" or on the grounds or building appurtenant thereto shall n L the uance L cha ley IJ2, §25C(6) also stales that "every state Or local licensing lage°s n thcy e commonwealthsfor any r MG p g renewal of a license or permit to operate a business or to construct requir applicant who has not produced acceptable evidence of e o�nonwealth nor any of2nce with the nts Political ce gsubdiivisions shall Additionally, MGL chapter 152, §25C(7) stales "Neither th enter into any contract for the performance ofpublicrw°contracting'tilacceptable aputabletyv�dence of compliance with the ms�uance requirements of this chapter have been presented to the Appli cants 4 Of Please fill out.the workers' compensation affidavit completely, by checking the boxes that apply to your sih'ation and, � necessary,supply sub-contractor(s)name(s), addresses)and,pb lit uir nersh)ps(LLP)witheno empir loyees alo )her than the insurance, Limited Liability Companies(LLC)or Limited L yIf an LLC members or partners, are not iequired to carry workers' o P Rsat'be submitted to the D parolmenl of Indhst have Should Cm a poiicy is required. Be, advised that this YThe affiday)ot Accidents for con firmation of insurance coverage- Also be sureot°15cense isdbeing requestadvntot the D partmtot of be returned to the city or lows that the application for the penn�t Industrial Accidents. Should'/ou have any questions regarding thief w or I ,ySelf--ins e-If-insured compquirf-d toanies should enter their compensation policy please call the Department at the number self-insurance license number on the appropriate line. City or Town Officials ent has a space,at the bottom Please be sure that.the affidav t is complete and printed lof IbYestT atihe Donshasmo contact you regarding the applicant. of the affidavit for.you to fill out in the event the Office g an a Lcant Please be sure to fill in the.permit/license number alions in anylgbven year,need only submit one a.rPfcrtncc;number, laffidavit indicating current that must,submit multiple.pemitflicense apple _( Y information if necessary)and under"Job Site Address" the applicant should write ttown may beprovided of the °r is info ( the city policy . town),"A copy of the affidavit that has been officially stamped or marked by Yout each a licant as proof that a valid affidavit is on file for future permits or lot related to any business or commerc srs. A.new affidayit must be a FP l venlu e tizen is obtaining a license or pe year. Where a home owner or ci rmr n lete this affidavit. (i•e, a dog license or permit to burn leaves etc,) said person is NOT required to comp ueslions, The Office of Invest1g•alions would like to thank you in advance for your cooperation and should you have any q please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Dcpartment of Industrial Accidents Office of Investigations 0 Washington ton Street g Boston, MA 02111 Tel. # 617-U2 -4900 ext 406 or 1-8U-MASSAFE ��X # f 1742?-?749 �fYNETp Town of Barastable *regulatory Services zax fsr�siE Thomas F. Geiler, Director hsnss- �: 16�9.' Building bivision RFD µAS Tom Perry, Building Commissioner 200 MVl Street;Hyannis,MA 02601 tivww,town.harnstable:ma.us I Fax: 508-790-6230 Office: 508-862-4038 property CyWher Must F Co m fete and.Sigfi TI-iis Section f Using A'Builder ' I as Owner of the subject property to act on mybehalf, hereby authorize in all matters relative to work authorized by this b ding permit application f or (Address of Job)-- - `. . Date Signature of Owner Print Name , if Pro e Owner is applying for permit please complete tlie. Homeo ncrs License-Exemption Form on the re verse side. ` . } Town of Barnstable P of�xF Tory o Regulatory ,Services BARNSTABIZ a Thomas F. Geiler,Director �'k Building Division 16j q. p�FD �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town_barnstable.ma.us r Fax: 508-790-6230 Office: 508-862-4038 I3 OMEO WNER LI CENSE EXEMPT]ON *�� Please Print DATE:�A 9JOB LOCATION: �' .,� .vitlage number street p `r/ ,.HOMEOWNER": ✓� �` 1i�.a1/d/1f,/�0 name home phone. CURRENT MAILING ADDRESS: 7 — ©- ity ow state zip code c The current exemption for"home:�wners"was extended to.include owner-occupied dwellings of six units or less and ot possess a license,provided that the owner acts to allow homeowners to engage an individual for hire who does n as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of lend on which he/she resides or intends to reside, on which there is, or is intended to be a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building Permit, (Section 109.1.1) mes responsibility for compliance with the State Build' The The undersigned "homeowner"assu Mg Code and other applicable codes,bylaws,rules and regulations. The undersigned ''homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she wil] comply with said procedures and re ui ments. A Signature of Homeowner Approval of Building Official Note: Three family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 12;.0 Construction Control. HOMEOWNER'S EXEMPT]ON The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section I om.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Nomcowncr shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assurrung the respon i sibilities of supervisor(sec Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often resuhs n serious problcins,particularly when the homeowner hires unlicenscd persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care I amend znd adopt such a fonWcertification for use in your community" } p�T W I N170W SG�-IEI7ULE IMPORTANT SY -WL QUANTITY R01J6FI0PN'6 Q `� AN Y CONSTRUCTION THAT INCREASES LIVING QA 4 21 5/4'x4q Ya" �� U BEYOND 1200 SQ. FT. PER LEVEL MAY REC°`_: meet I or s INSTALLATION OF ADDITIONAL SMOKE DE1� 12 ® I 30" x 41 Ya" 4 NOTE: A SEPARATE PERMIT IS REQUIRED F`,: ! File Name: INSTALLATION OF SMOKE DETECTORS-THE ELEG 1 ;iLAL wu s PERMIT D N T SATISFY THIS REQUIREMENT. Date: ' lo-u-lo Drawn By: - FM S.PRAPOZA Scale: Revision: Date: - 0). - Lu VLu FROFOSE� READ w D✓_ Lu 12 a 5 -� RIDGE VENT RIDGE VENT a 5 — �' [I il,—ks) Lu V �Z ' �--- WATER AND IGE -----� L- � WATER AND- ICE-----�' _ BARRIER _ BARRIER �F dAgss9� Lu THEODORE L. AIL ULL Q DOHERTY oil Lai LL i[IL 1--tLIJ—LiLLLL No. 1 9 creeetia caag.v,a or Seott�. LILL ' � GIza or.s r rot 11obb t+oy �. .cb, way rot as In...ewn nan ur» Y hat plat. /11�cetle�,lace, w.ylotlar e..t en meat t"J or�er aW a caitrnclor. Iota ena.tree.niece prti coi any be..ee aros per each ceder. • Do cot.cols r Sao. }. Var9y an mtin. a.ea Sao. TIY Awlg�ad - bo.rg.r>b-the sob pees=wbn el - mow. ad Scot r. aoltcnote .11eee prior rrCtan pennr.rn ty Scott r.Rcgom e.ew 1 No _ O LE T E 1 E\ /AT I ON' Creative Designs 0# T T II Sv,Pratt trot _ S k=s I ' I 1 I I I I /—l; —oil Phonon(50 scottrapoz 3eri asvarizonnet I 1 -O 1 I II FIRST FLOOR FLAN scale: 1/4"=1'-O" rough ceiling height to match existing / '1'-8 I/2" rough CONTRACTOR TO VERIFY Qo� �p 41- �� ® i ® ® 41- I N -R.0.5 set of some, height os existing UNLE55 NOTED/ MIN. 2-2x10'5 FOR EACH sheet 2 of s m BALLOON FRAME 5AbLE END PARTITION T fn - -Closet shelves 4 poles by O.G. ® UNDER151DE OF ROOF] RAFTER5 = -A11: interior finish os per specs. File Name: f 50 8 -2x4 exterior construction LOU 5 -Natural lighting for habitable $ occupiable SLI R Dale: 2668 rooms shall' have on exterior glazing of not 10-11-10 VAULTED CEILIN5 5kE DETAIL = less than 830 of the floor area. Half the req'cl - = lazin—shall"be o erable X - r_ - _ . _ __ ___ _-___ __" D,awnBy:--- urea of A 9 g p . POZA - - -� -All attic access panels shall be min. 22"x5O" In NEW (2) 13/4"xII 1/8" LVL� m w/a clear height of 50 inches Scale: va°=r-o•, RIDGE ABOVE P05TED I -Each bath and toilet room shall be equipped Revision: Date: DOWN EACH END I © w/o mechanical exhaust fan 4 associated ductwork, 050 GFM if operated Intermittenly . A I Loll i 61 411 f _ -HARVEY TRIBUTE window model numbers shown/ 0.20 low E windows required cV I -10 8,-O„-------- I _� ---- ----- --- - i i REMO\/ EXIS'TINO DOOR AND W I�DOW )' NITS o i LJ NEW (2) 1�/2 cl Y2 LVL v HEADER A80\/E FLUSH TO I TO H E ILI O GE I L I NO ?ADD DOUBLE HANGERS FOR EX15TINO BATH O RAFTERS AND CEILING �w< JOISTS O �✓ �z O LU vz C) tL Llwz . creat6,e aeelgr arW ar Ocoee p. . - RrQozq a.a+er r rot Ilmb h any .. way Icr tlr Aeare 11011 Iran!lees plow AII!ease.Iw, RegrlaSlo1r most be meet Eg . or•ur oiN a eoaroeeor. . - - bed arm etaW.Tneee pent eu� . . atly bevies ams pa'each order. Po rot scale d�odgw VaAy ali akerlebn•a1 eRe. Thr aNkJl an0 LEGEND a porerre of �TwOOtI�Gc�at!� CARBON MONOXIDE DETECTOR P aMee9e p-lor re•eLn ,� ` panerrn aJ 9coee p.Rgwiq,weer WA PHOTO So 'TVE SMOKE M-M TOR DOW TO - � EXISTIN6 BATTERY OPERATED SMOKE DETECTOR TO REMAI 5 NEW SMOKE D HARD WI DETECTOR RED TO PANEL Bf-lS ENT 135 im owi;tm HEAT DETECTOR EXISTING OPENINSS TO BE lWll I ED AND PATC44W NEW FOLMPATION AS SHOWN O® . Zvi NEW 2Y4 PARTITIONS a IWO.G.AS SHOWN 5 GD EXISTING WALLS TO REMIAN MTAGT - B E D 2 NEW HEADERS AND OR HEAvOZs OVER CASED OPENING \/ �I(�—'� - _ - c�� Creative Designs SIMDW TI HEADERS AS DEPICTED L I X I I `�/ R O O —-— DEPICTING STRUCTURAL BEAMS/SEE BEAM CHART - 12 Pratt Street .....::: EX15T1Ns WALLS TO BE REMOVED - - Suite 104 :...P Marefleld,MA 02045 ® FAN L16HT COMBO Phone:(508)539-3900 scottrapozaovorizonnet (3)2x I O PRE5SURE TREATED 5IRDER BEAM /1 0� (6) 2X12 PRESSURE TREATED 5TRI NC ERS Sheet s of s Ia'-011 2x10 FLOOR JOISTS � ICJ" O.G. File Name: ,. _ LOU s '-4" 41- " '-8." K.D. SPRUCE # 2 OR BETTER - Date: 13'-I 1/2" CLEAR SPAN % 14'-O" STOCK4_ to-u-lo Drawn By:. f s.Q.ruwou - t,-� - - Scaler 1/40-1,-0• - Revision: Date: 3 2x I O PRESSURE TREATED ( ) d- d- f r C I RDER BEAM OVER &x& P.T. .� � POSTS ON 12 ROUND CONCRETE FILLED DING I D U I TUBES AND BIG F B L _ FOOT FOOTING BELOW f r - z DL v z f r 0 ILI LL JLJL JL JL JL JL JUL JL JIL JL J11L AIL JL w s 2x I0 CONT. LEDGER + ATTACH W/ SIMPSON "50`525512" }- STRONG DRIVE SCREWS a 5" O.G- z F 0 0 T I N O FLAN I o I /4 1 1-0 11 5TA65ERED TOP AND BOTTOM Z C::� 2 a EACH END < Z v -All concrete fdn. to be min. 5,000 P.S.I. in 8 days OQ� -All footings shall rest on undisturbed soil LL GrodM.V..tgi.aw ar�rokt.. .+ay for the Aaa.t ullt fraa, hou�a plat. Ae b.- t q . ragAotw.mat a meat a - � w.rr anN or writractor. iocm ad�tafe,Twe prat cal ony a wea ants sah orEx. va rot.wr*U verily an awioi nrr on eea. tlT: , a-o+tg aro tlr Bole a R�aan No Mote Klarm .pw .reran pernhebn ty scout I...Rtg­ ew r F 00F/AKNO ,,..5C A ` " - Solid blocking over all bearing partitions and girts - Doubles and hangers as shown - Bridging at all midspans(cont.) — Creative Designs See floor and foundation plans for all dimensions - All masonry shall be a mina 2" clear 12F'rettStreet Sulte 104 HansA- First floor live load= 40 Ib/ft :9 fi=aso8 �- d e a d I o a d= I O I b/f t ccttrcapc:amverl:on„et j Q � Sheet 4 of 5 File Name: Lou r. Date: - 10-II-10 • --- �.- -- -� __ I-I - � __._ _,_.-.. --- L1/L--RIDGE-(2) I -3/4"-x lil -►/gll .: - -- - — -- - ---- - __ _ __ mwnBy: . .RAPOZA Scale: 2xlO RAFTERS a 16" O.G. i I I Revision: Date: 12'-O" STOCK/5'--7 1/2" CLEAR SPAN lE Ei j I 4 ! !. w . _ N 0\/ERLAY ROOF ETERS ON TIE DOWN CONNECTIONS SHALL SE PROVIDED IL JU ,<`Z ®SEARING WALLS FOR ROOF TRUSSES OR RAFTERS Z V 2x I O NAILER TO RE515T WIND UPLIFT FORCES (THEY TIE DOWN TO Q ATTACHED T EX I STI NC INTERSECTION OF ROOF RAFTER,CEILING J015T d WALL)O � bwx PLYWOOD RAFTER TIES REQUIRED WHERE JOISTS AND RAFTERS ARE NOT PARALLEL W/ MAXIMUM 5PACINtS NOT TO EXCEED ' l:apozo,ar.rr r not limb►.ony -ICE AND WATER SHIELD"BY GRACE EROS. 46" (4'-0") ON CENTER ..oy for Hr haws towlt man etr.. have plan. An code,Iw. ROOF F R A M I N O PLAN Sc e I/4 l!_ I l_O I I MEMt$RANE UP 32"FROM EAVE LINE l.�rylatlar met ee meet ql a o�or . • — la:al a:a.rate.7na.e�cal 2x10 RAFTER 016"O.G. an.n.lon.on r yrod - 2x10 rafters, K.D. Spruce #2 or better - " eave overhangs W/R-36INSUL. .1d .rna - masonry Roof itch as noted - Ashall be a in. 2" clear PLASTICINWLSTOP �..a,a,.'u' p y 5IMP50N H2.5 HURRICANE �°'""'�"�'`°"'"`�°�°""� - Shingles by C.G. specs from all framing GONT AL". / TIE EACH RAFTER -Roof vents as shown - Zone live load= 30lb/ft DRIPS - Kid e vents as shown = s -- EXTEND PLYwoOD g de d load Ib/ft lxB FASCIA W/ TO TOP OF - Water & ice barrier to 5•x4'ALIJW TOP PLATE cover all hips, valleys, DORMER EAVE and I course up from cave so-ALE. r-r-o- Creative Designs 5'SOFFIT W PERFORATED GONT.VENT 12 Pratt Street Suite 104 Mamflold,MA 02046 Phone:(SObr339-3900 scottrapozaovarizonnot j r l Sheet 5 oP 5 CONT. R I DC E VENT File Name: ASPHALT ROOF I NC SH I NC LES LOU 5 - - - Date'. 1/2" CDX W/ 15# FELT AS REQ'P LVL BEAM NAILERS 10-11-10 ON EACH-SIDE.- Drawn By:WATER AND ICE BARRIER TO ENTIRE ROOF - S.P.RAPOZA 12 Seale: 2x10 RAFTERS 0 16" O.G. 12'-O" STOCK Revision: Date: W/ R-50 I NSUL. WITH BAFFLES .4 GYPSUMCOV R TAPE AND E x8 FASCIA PAINT Ix8 PINE SOFFIT W/ CONT. 1 1/2" 2-2xIO HEADERS ABOVE to -r , SOFFIT VENT � ...�n., ALL ROi 1 H: OFN'OS lu It LU Q " 2x4 PARTITION (9 16" O.G. (2) 2x4 TOP PLATE z Q 2x4 SHOE CONTINUOUS O * cj W/ R-15 INSULATION AND 6 MIL POLYI�tu 2xlC) P.T. FLOOR JOISTS 0 16 O.G. kZ YJITt-1 R-38 INSULATION TOTAL O v v LlWz u 2x10 RING 51 MPSON WRAP AROUND TIE5 $Y G.G. 6 x6 P.T. POST Mtlowcraale aA»dEtl GRADEVARIE I.7wr.ay hmog.•NNe rr.Ita I.s n ct a8aeeEstlu nW.mIesKca t wFs,s rrItaw . �nc mY,o re�t,w t SIMPSON ANCHOR ABU66 croel,. ad ce ►' „ elevated post base i 12 GONG. FILLED SONO TUBE II ! W/ B I C FOOT 4 O BOTTOM Creative Designs B U I L D I N G SECTION Scale: 51e>" I I-O II 12 Fttt treet SultA5 04 Manst'lold,MA 02049 Phono:(508}339-3900 scottrapozamvorizon not NOTE: SETBACK VARIANCE'REQUIRED ' LOT 110 LOT 95 r`�= 1 .8ft 3.9ft i 6.8ft' � S 12 15 PRO E 8 7.20' CONC. PAD SHE, f r (EXISTING) �l t 25.1 ft LOT 96 .� 9435.9 SQ. FT. 0.22 ACRES t 0' 400 Feet g 23.7ft / LOCUS MAP CO SHOWER 1 LOT `� ;� PLAN REF. 273-53 D 14577-2.77 , 109 DEED REF,,,,,,,,,,, uj � - ASSESSORS MAP- :197-97 „s.....#97;;;;;;;;; ,'z '�►..�a��. ZONING. RC-1 , BUL ;;;;;;;;;;;;;;;;;;;;;;; 18.7ft / , t�cr 41,s; . , �,�- __� �qn. . SETBACKS'• 30 —15 -15 Ln .HEAD ,,,,,,,,,,,,,,,,,,,,,,, 3 1r ` Y . � �Fa FLOOD ZONE- C ,,,,,,,,,,,,,, p / ♦ STEPHEN p ......,,,,,,,,, W ; PANEL NUMBER.- 250001 0005 C ,,,,,,,,, J. ►DOY E DATED. OB/19/1985 #3755,0 • OVERLAY DIST. GP t O: �r sva +v PLOT PLAN ' OF .LAND ! -LOCATED AT ,- - --- 97 : CASTL�'WOOD- CIRCLE PERCENTAGE OF LOT CO VERAGE HYANNIS, MA /^ ( 42 f t LOT AREA 9435.9E S.F. Np rE• EXISTING' STRUCTURES AREA 1627 7f S.F. Ei fig_ TCUGf�`, }� � �4 i` EXISTING PA VEMENT AREA '127E 9f S.F.' t'�' � ' TOTAL COVERAGE AREA 2899 6f S.F PREPARED FOR. J , . TOTAL STRUCTURES 172 9 THE'ODORE 'DOHERTY TOTAL PA VEMENT 13.5 9 5„ W f1� TOTAL COVERAGE 30. 7 9 SEPTE'MBER 15, 2010 87.;71� , LOT _ REV.• OCTOBER 4, 2010 108 BE REV LOT 97 t YANKEE LAND SURVEY t GRAPHIC SCALE CO., INC. 20 0 10 20 40 119 ROUTE 149 MARSTONS MILLS, MA 02648 1 inch. = 20 ft. TEL• 508-428-0055 FAX 508-420-5553 SHEET 1 OF 1 JOB ,f 54654 SH -