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0024 SPRING BROOK LANE
.57 Town of Barnstable 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-17-1877 Date Recieved: 6/15/2017 Job Location: 24 SPRING BROOK LANE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508)945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: 24 SPRING BROOK LANE, COTUIT,MA 02635 Work Description: Duct work G Total Value Of Work To Be Performed: $5,000.00 Cn Structure Size: 0.00 0.00 0.00' a Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 6/15/2017 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 6/15/2017 $85.00 XXXX XXXX-XXXX- Credit Card 2793 ....... ......... ......... ... ...... . ..................................................................................... ......... Total Permit Fee Paid: $85.00 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 UZ Parcel f © O ®�pT, Application # Health Division gv�L®� Date Issued Conservation Division �u Application Fee Planning Dept. WN OF BPMNSTAg_SPermit Fee TO Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 2 Village Owner tx 1✓I I Address v Q Telephone — o Per 't Request on tw, 20'� Gl w Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new / Zoning District ' Flood Plain Groundwater Overlay &P Project Valuation Construction Type W00d7rMW4., Lot Size 2 0 ero Grandfathered: ❑Yes A No If yes, attach supporting documentation. Dwelling Type: Single Family phi Two Family ❑ Multi-Family (# units) Age of Existing Structure -_ceHistoric House: ❑Yes XNo On Old King's Highway: ❑Yes allo Basement Type: W Full ❑ Crawl + ❑Walkout ❑ Other Basement Finished Area (sq.ft.).l Basement Unfinished Area (sq.ft) /7 3� Number of Baths: Full: existing new _� Half: existing new Number of Bedrooms: existing ?new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑ Other Central Air: UtYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: !ll>1 ZY Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes I.No If yes, site plan review# Current Use \14-C Or, ' �r-e� Proposed Use 5� APPLICANT INFORMATION- (BUILDER OR HOMEOWNER) Name a^.h 4Q Telephone Number G Address License # n056,I r Home Improvement Contractor# Email OrA Worker's Compensation # nols(Q062tr ALL STRUCTION DE4RIf ESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE i FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER . DATE OF INSPECTION: FOUNDATION .FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 'GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. L.,IME BARNSTABL.E Town of Barnstable Zoning Board of Appeals M.G.L., Chapter 40B Comprehensive Permit Decision and Notice 4pea12005-082- Cotuit Equitable Housing Summary; Granted with Conditions Applicant: Cotuit Equitable Housing,LLC - Property Address: 9999 Falmouth Road(Route 28),Cotuit,MA Assessor's Map/ParceI: Map 002,Parcel 002 Zoning: Residence F Zoning District Groundwater Overlay: Aquifer&Groundwater Protection Overlay District Permit Granted: Authorized the subdivision division of a 50.44 acres site and the development of 124 single:arnily da✓ellings and accessory improvement including wastewater treatment facilities,recreation,open space and drainage retention areas. ,Thirty-one dwellings (25%)are to be dedicated in perpetuity as affordable units marketed to qualified low and moderate-income households. Background Information: , The Applicant: The Applicant is Cotuit Equitable Housing, LLC,Brian T.Dacey,Manager. Cotuit Equitable Housing, . LLC. is a domestic limited liability company organized in Massachusetts on October 18,2004. The address of the company is 1645 Falmouth Road, P.O.Box 95, Centerville, MA 02632, Section 2.8 of the Operating Agreement for Cotuit Equitable Housing LLC recites that the company"is formed for the �! purposes of qualifying as a limited dividend organization as defined in the Code of Massachusetts Regulations (CMR) at Chapter 760,.Section 30.02, and under Massachusetts General Laws (MGL) Chapter 40B. Section 20-23, and as that term is used by the Commonwealth of Massachusetts Housing Appeals Committee. Applicant's Request: On September 06,2005,Attorney John W. Kenney,,representing the Applicant; submitted an application with supporting materials to the Zoning Board of Appeals Office for the issuance of a Comprehensive i Permit pursuant to MGL Chapter 40B Section 20-23 to construct 128 detached single-family dwellings on I a 50:44-acre site located off Falmouth Road(Route 28) in Cotuit,MA and at;Noisy Hole Road in Mashpee,MA., Tn that plan;the applicant proposed a grid subdivision'of the site and access off Route 28 directly. The subdivision was'to be serviced by public water supply and a private on-site wastewater treatment facility. Accessory areas included open space,recreation, and on-site storm water retention areas. n ID Home Ener Rati ng Certificate Rating N' be gY r Certified Energy Rater Andrew Popielarski 24 Spring Brook Rating Date 6-23-2016 Cotuit, MA 02635 Rating Ordered For Bayside Builders W- A- Ik A ;�= = Estimated Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Projected Rating Heating 41.3 $627 31% HERS Index' 65 Cooling 3.3 $195 10% Hot Water 13.1 $158 8% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 20.3 $1046 -52% General;fnform Aid on M, = Photovoltaics -0.0 $ o -0% Conditioned Area 1744 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Total 78.0 $2026 100% Bedrooms 3 Criteria", ome mee s or excee s mimmum cn n fort ollowi Mechanical Systems Feafures Tn;s h t d the tea he f �- 2009 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 13.0 SEER. Duct Leakage to Outside 57.00 CFM25. Ventilation System Exhaust Only: 61 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes a Building shetl�Features Ceiling Flat R-40.0 Slab None Sealed Attic NA Exposed Floor R-30.0 �;_: Vaulted Ceiling R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 804 Clg: 804 CFM50 Energy Raters of Massachusetts Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper — 1 , 1 Sagamore Beach MA 02562 Lights and�Appliance Features 508 833 3100 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 662.00 Clothes Dryer EF 3.01 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation,Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Subcontractor's Insurance 2012 GL Policy GL Policy WC Policy WC Policy Sub Contractor Effective Date Expiration Effective Date Expiration All Cape Garage Door. 508-398-2757 06/01/04 10/07/12 06/01/04 04/01/17 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05. 09/29/12 08/20/04 05/01/17 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 07/01/17 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 03/01/17 Cape Concrete Forms 508-922-1910 06/05/01 09/29/12 12/07/07 04/01/17 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 05/01/17 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 07/01/17 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 08/01/17 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 05/01/17 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 03/01/17 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 04/01/17 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 05/01/17 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 02/01/17 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 04/01117 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 07/01/17 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 06/01/17 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 05/01/17 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 DELUXE VILLAGER MODEL-LOT 89 COTUIT MEADOWS Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................._.................._...........110 mph Q WindExposure Category.................................................................. ................:............................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)...... 1 stories <_2 stories Q RoofPitch ..........................................................................(Fig 2) ....................................................8<_ 12:12 Q MeanRoof Height .....................................................................(Fig 2)...................................................16 ft <_33' B Building Width,W...............................................................(Fig 3)...................................................50 ft <_80' . 0 Building Length, L ..............................................................(Fig 3)...................................................64 ft <_80' a Building Aspect Ratio(L/W) .....................:.........................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Opening2 ......_.................................::(Fig 4)..................................................6'-8"<6'8" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................... ................................................................................................. Q Concrete Masonry .......................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).........:...........:.....::...................... 32 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5).........................................12 in.<_6"—12" Q Bolt Embedment—concrete.........................................(Fig 5),.................................................7 in.>711 Q Bolt Embedment—masonry........... .............................(Fig 5)............................................ in.>: 15" N/A Plate Washer....................... (Fig 5)...............................................>:3"x 3"x 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6).................................................._ft<_12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........ .............................. N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)............................... . < Floor Bracing at Endwalls...................................................(Fig 9).....................................................:.............. Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................314 in. Q Floor Sheathing Fastening..................................................(Table 2)...........8 d nails at 6 in edge/12 in field Q 4.1 WALLS Wall Height Loadbearing walls.. ...................:.................................(Fig 10 and Table 5)...............................8 ft <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................18 ft <_20' Q Wall Stud Spacing ..................:................................(Fig 10 and Table 5)................... 24 in <_24"o.c. Q Wall Story Offsets ........................................................(Figs 7&8)................................. ........_ft <_d N/A r M , AWC Guide to mood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7a0 CMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearingwalls........................................................(Table 5)..........................................2x6-8 ft 0 in. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. 0 WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W 0 and 2 x 4 Continuous Lateral Brace@ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................8 ft Q Splice Connection(no. of 16d common nails)..............(Table 6)............................... ..............................6 Loadbearing Wall Connections Lateral(no. of 16d common nails).................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)..............................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..........................................6 ft 0 in. <_11' Q Sill Plate Spans ........................................................(Table 9).............. ..3 ft 0 in. <_11' 1 Full Height Studs (no. of studs)...................................(Table 9)..............................................................3 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................8 ft 0 in. <_12' Q Sill Plate Spans...........................................................(Table 9).................................._ft_in. <12„ N/A Full Height Studs(no. of studs)......................:.............(Table 9)..............................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .......................:.................................................6'-8"<_6,8„ Sheathing Type..............................................(note 4).........................................................WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less) .............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 10)............................................................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................30% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest Opening2............. ........................................................6'-8"s 6'8" Q SheathingType..............................................(note 4).........................................................WSP . Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 11)............................................................4 Q Percent Full-Height Sheathing.......................(Table 11)......................................................15% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A. Wall Cladding Rated for Wind Speed?........................................ Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang ................................................... (Figure 19)...............2/3 ft<-smaller of 2'or L/3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=236 plf Q Lateral.............................................(Table 12)...............................................L=176 plf Q Shear............................................... Table 12 ..._........................ = ( ) ....................S-77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)................................T= plf N/A Gable Rake Outlooker.......................................... (Figure 20).............. ft<_smaller of 2'or L/2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. N/A Lateral(no. of 16d common nails)...(Table 14)................ - Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >7/16"WSP Q Roof Sheathing Fastening............................................(Table 2)...........................................................8d Q DELUXE VILLAGER MODEL LOT 89 MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: 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. Corner 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-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of.lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 53O1.2.1.1)1 -VMEN THIS EDGE REM ON FRAMING ME&1 NAIL$ AT6^oir- 1 ll 1/ 1 11 11 11 i 11 11 11 11 It ' 11 11 11 71 11 11 1 11 11 11 1 1 1 K 1 11 li- 1 It h li It� - II I t 11 1 r 11 I1� - ! W ii 11 S 1 ! ¢ 11 lu 1 IL u 1 11 Q 11 11 W 1 ' ii K i li 1 n u 11 rl [J 11 4OUTALE EDGE `-- NAILSPACWG ----- + j PAML d 4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' a WM V 1 ZQ , y ' FRAMING MEMBER$ i 1 EDGE MERMEUTAYE `--L- � - [ - STAGGERED 3"MM+1 NAIL PATTERN 9 PANEL MEL EDGE DOUBLE NAIL EDGE SPACWG DETAL Detal l Vertical and Horizontal Nailing for Panel Attachment WAPAN CNNIC01 TOPICS Form No.TT-077A Page 1 of 2 NARROW GARAGE WALL BRACING FOR ONE- AND TWO-STORY HOMES New portal frame designs, developed by APA, have been tested to show bracing performance that is comparable to existing code-permitted bracing for residential structures (APA Technical Topic TT-073). There is a frequent desire to use narrow wall designs without hold-downs at garage door openings. According to the code, in the lower seismic regions of the U.S., 24-in. narrow wall designs can currently be applied with no hold-down devices when the home is fully sheathed with wood structural panels (see Section R602.10.5 of the 2003 International Residential Code). One drawback, however, is the one-story limitation for this application (see IRC Table R602.10.5 footnote b). The limitation represents a significant restriction since many dwellings have a second story over the garage. APA conducted a series of tests to justify expanding no-hold-down portal frame application recommendations to two-story dwellings, where the portal frame is applied to the first story in a fully sheathed structure in areas with low seismic risk (APA, 2003). Results of this test program show that 16-in.-wide portal frame designs, with a 6:1 height-to-width ratio as measured at the vertical wall segment, performed comparably to wall bracing systems currently accepted in the IRC for use in.any of three stories of a fully sheathed structure. APA tests show that the portal frame segment depicted in Figure 1 provides bracing-level performance that is comparable to IRC bracing permitted under multiple stories. Use of the detail shown in Figure 1, however, should be limited as follows: • Use next to garage door openings only. • Apply to the first story in residences of up to two stories. • Completely sheath the structure with wood structural panels and use wall corner detailing as shown in Figure 1, per IRC Section R602.10.5. • Use only in Seismic Design Categories A-C, and limit to wind speed regions in accordance with the general conventional construction limitations stated in the IRC. References APA, 2003. Testing a Portal Frame Design For Use as Bracing in Fully Sheathed Structures. APA Report T2003-48. APA—The Engineered Wood Association. Tacoma, WA. Technical Services Division November 2003 ©2003 APA-The Engineered Wood Association 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. Consult your local jurisdiction or design professional to assure compliance with code,construction,and performance requirements. 7011 South 19th Street•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 Form TT-077A Page 2 of 2 Figure 1. Recommended construction details for APA portal frame bracing without hold-downs EXTENT OF HEADER 11 A 1• MIN.3" `NET E'HEADER -ADE� SHEATHING FILLER . . X 11.25' . y IF NEEDED 6'TO 18' 16D SINKER NAILS IN FASTEN TOP PLATE TO HEADER WITH TWO I 2 ROWS @ 3"O.C. - ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. I 1000 LB STRAP OPPOSITE SHEATHING MIN.(2)2x4 1000 LB HEADER STRAP FASTEN SHEATHING TO HEADER WITH 8D COMMON OR GALVANIZED BOX NAILS IN 3"GRID MAX. O.C. 3/8"MIN.THICKNESS WOOD "• '" PATTERN AS SHOWN AND 3" .IN ALL "' HEIGHT ..1 i.. 10, FRAMING(STUDS,BLOCKING,AND SILLS)TYP. " ' STRUCTURAL PANEL SHEATHING WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO:FOR 120"HEIGHT,MIN.WIDTH=20",FOR 96" HEIGHT,MIN.WIDTH=16",ETC. MIN.2x4 FRAMING TYP. MIN.(2)2x4 .. FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL BE I BLOCKED,AND OCCUR WITHIN 24"OF MID-HEIGHT.ONE ROW FRAMING FOR OF TYP.SHEATHING-TO-FRAMING NAILING IS REQUIRED: I 16D NAIL @ 24 GYPSUM WALL IF 2X4 BLOCKING IS USED,THE 2X4'S MUST BE NAILED IN.O.C. BOARD TOGETHER WITH 3 16D SINKERS (OPTIONAL) MIN.2"X2"X3/16"PLATE WASHER I BID NAIL @ 6 IN. \ ANCHOR BOLT PER CODE I I I O.C.IN ALL PANEL EDGES L L NOT PART OF PORTAL FRAME - PORTAL FRAME WALL A SEGMENT TYP. SECTION A-A FRONT ELEVATION SIDE ELEVATION CORNER FRAMING DETAIL 7011 South 19th Street•P.O. Box 11700•Tacoma,WA 98411-0700 Telephone: (253)565-6600•Fax Number: (253)565-7265 ®Boise cascade Double 1-3/4'' x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 Dry 11 span I No cantilevers 1 0/12 slope August 31, 2016 11:21:22 BC CALC®Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: KITCHEN /GREAT ROOM Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: I I1 121 ! j 1 1 I 16-02-00 BO 131 Total Horizontal Product Length= 16-02-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,940/0 1,408/0 B1, 3-1/2" 1,940/0 1,40810 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 16-02-00 20 10 08-00-00 2 Unf.Area(lb/ft^2) L 00-00-00 16-02-00 10 10 08-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 12,775 ft-Ibs 44% 100% 1 08-01-00 End Shear 2,744 Ibs 29.5% 100% 1 01-05-08 Total Load Defl. U532(0.354") 45.1% n/a 1 08-01-00 Live Load Defl. U918(0.205") 39.2% n/a 2 08-01-00 Max Deft 0.354" 35.4% n/a 1 08-01-00 Span/Depth 13.5 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 3,348 Ibs n/a 36.4% Unspecified B1 Post 3-1/2"x 3-1/2" 3,348 Ibs n/a 36.4% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Fastener Manufacturer.TrussLok(tm) Page 1 of 2 ®Boise Cascade Double 1-3/4" x 14" VERSA-LAM® 2:0 3100 SP Floor BeamT1301 Dry 11 span I No cantilevers 1 0/12 slope August 31, 2016 11:21:22 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: KITCHEN /GREAT ROOM Address: Lot 89 Cotuit Meadows Specifier:_ jlm City, State,Zip:Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d�jnCompleteness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with e current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2° C= 10" (800)232-0788 before installation. b minimum=4" d=24" e minimum= 1" BC CALCO,BC FRAMERO,AJS-, ALLJOISTO,BC RIM BOARD T-,BCIO, All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. BOISE GLULAMTM'SIMPLE FRAMING All TrussLok screws may be installed from one side of multiply Versa-Lam beams. SYSTEMO VERSA-LAMO VERSA-RIM PLUS@,VERSA-RIM@, Member has no side loads. VERSA-STRAND@,VERSA-STUD@ are Connectors are: FMTSL338 trademarks of Boise Cascade Wood Products L.L.C. ®Boise cascade Single,1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof Beam1R1301 Dry 1 span No cantilevers 1 0/12 slope August 31,2016 13:53:13 BC CALC®Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description:Designs\RB01 Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 1 12-00-00 BO B1 Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (Ibs Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 666/0 1,260/0 B1, 3-1/2" 666/0 1,260/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 12-00-00 15 30 07-00-00 Controls Summary Value .%Allowable Duration Case Location Disclosure Pos.Moment 5,345 ft-Ibs 43.7% 115% 4 06-00-00 Completeness and accuracy of input must End Shear 1,515 Ibs 33.4% 115% 4 01-03-.06 be verified by anyone who would rely on Total Load Defl. U528(0.262") 34.1% n/a 4 06-00-00 output as evidence of suitability for Live Load Defl. U807 . . n/a 5 06-00-00 particular application.Output here based 0172" ( ) 297% / on building code-accepted design Max Defl 0.262" 26.2% n/a 4 06-00-00 properties and analysis methods. Span/Depth 11.7 n/a n/a 0 00-00-00 Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 1-3/4" 1,926 lbs n/a 41.9% Unspecified (800)232-0788 before installation. B1 Post 3-1/2"x 1-3/4" 1,926 Ibs n/a 41.9% Unspecified BC CALCO,BC FRAMER@,AJSTm, ALLJOISTO,BC RIM BOARDTm,BCIO, Cautions BOISE GLULAM-,SIMPLE FRAMING For roof members with sloe 1/4/12 or less final design must ensure that ondin instability SYSTEM@,VERSA-LAM@,VERSA-RIM p ( ) g p g y PLUSO,VERSA-RIM@, will not occur. VERSA-STRAND@,VERSA-STUDO are For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow trademarks of Boise Cascade Wood surcharge load. Products L.L.C. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum (L/240) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 2 ®Boise cascade Single,1-3/4" x 11-7/8" VERSA-LAMO 2.0 31'00 Sp Roof Beam1RB01 Dry 11 span I No cantilevers 1 0/12 slope August 31, 2016 13:53:13 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: Designs\RB01 Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products. Code reports: ESR-1040 Misc: ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam\RB02 Dry 1 1 span 1 No cantilevers 1 0/12 slope August 31, 2016 13:53:13 BC CALCO Design Report MUM Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: GABLE END SUNROOM Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 � � I I I I I I 1 I I I I I I 07-06-00 BO 61 Total Horizontal Product Length=07-06-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 676/0 830/0 B 1, 3-1/2" 676/0 830/0 Live Dead Snow Wind Roof Live. Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 07-06-00 15 30 01-04-00 2 Trapezoidal (Ib/ft) L 00-00-00 30 n/a 03-09-00 60 n/a 3 Trapezoidal (lb/ft) R -00-00-00 30 n/a 03-09-00 60 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 02-06-00 02-06-00 364 680 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) R 02-06-00 02-06-00 364 680 n/a Controls Summary value %Allowable Duration Case Location Pos. Moment 3,169 ft-Ibs 8.6% 115% 4 03-09-00 End Shear 1,397 Ibs 10.3% 115% 4 01-03-06 Total Load Defl. U999(0.02") n/a n/a 4 03-09-00 Live Load Defl. U999(0.011") n/a n/a 5 03-09-00 Max Defl. 0.02" n/a n/a 4 03-09-00 Span/Depth 7.1 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 1,506 Ibs n/a 10.9% Unspecified B1 Post 3-1/2"x 5-1/4" 1,506 Ibs n/a 10.9% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise Cascade Triple,1-3/4" x 11-7/8" VERSA-LAMO 2.0 3100 SP Roof Beam1RB02 Dry 11 span I No cantilevers 1 0/12 slope August 31, 2016 13:53:13 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: GABLE END SUNROOM Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: Design meets User specified (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for Design based on Dry Service Condition. particular application.Output here based on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Man ufactu rer:TrussLok(tm) Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide ►I b d or ask questions,please call �I (800)232-0788 before installation. a • • • BC CALCO,BC FRAMER@,AJSTM c ALLJOISTO,BC RIM BOARDT-,BCIO, BOISE GLULAM- SIMPLE FRAMING • �—• • SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, e VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood a minimum=2" c=7-7/8" Products L.L.C. b minimum=4" d=24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads, please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 i ®Boise cascade Triple.1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 1 span No cantilevers 1 0/12 slope August 31, 2016 11:18:34 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: GREAT ROOM/SUN ROOM HEADER Address: Lot 89 Cotuit Meadows Specifier: jlm City, State, Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: io 12 I IF IF 11 IF 3 2 9 14-00-00 BO 61 Total Horizontal Product Length=14-00-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,800/0 2,699/0 3,990/0 B1, 3-1/2" 2,800/0 2,699/0 3,990/0 Live Dead. Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 14-00-00 15 30 16-00-00 2 Unf.Area(lb/ft^2) L 00-00-00 14-00-00 100 10 04-00-00 3 Unf.Area(lb/ft^2) L 00-00-00 14-00-00 10 04-00-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 07-00-00 07-00-00 666 1,260 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 28,332 ft-Ibs 77.2% 115% 6 07-00-00 End Shear 6,513 Ibs 47.8% 115% 6 01-03-06 Total Load Defl. U265(0.614") 90.6% n/a 6 07-00-00 Live Load Defl. U408(0.398") 88.3% n/a 12 07-00-00 Max Defl. 0.614" 61.4% n/a 6 07-00-00 Span/Depth 13.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 5-1/4" 7,792 Ibs n/a 56.5% Unspecified B1 Post 3-1/2"x 5-1/4" 7,792 Ibs. n/a 56.5% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise cascade Triple,1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB03 Dry 1 span No cantilevers 1 0/12 slope August 31, 2016 11:18:34 BC CALC@ Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: GREAT ROOM/SUN ROOM HEADER Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip:Cotuit , MA Designer: Customer: Bayside Building, Inca Company: Shepley Wood Products Code reports: ESR-1040 Misc: Design meets User specified (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Man ufactu rer:TrussLok(tm) Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide b d or ask questions,please call (800)232-0788 before installation. a • • • BC CALC@,BC FRAMER®,AJSTM C ALLJOIST@,BC RIM BOARDTM,BOO, BOISE GLULAMTM' SIMPLE FRAMING • • • SYSTEM@,VERSA-LAM®,VERSA-RIM PLUS@,VERSA-RIM@, e VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Cascade Wood a minimum=2" c=7-7/8" Products L.L.C. b minimum=4" d=24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of.side-loaded point loads, please consult a technical representative or professional of Record. All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 T Boise Cascade Triple;1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB04 Dry 11 span I No ce)ntilevers 1 0/12 slope August 31, 2016 13:53:13 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: Designs\RB04 Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip: Cotuit, MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 2 1 BO 08-00-00 61 Total Horizontal Product Length=08-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 332/0 160/0 B1, 3-1/2" 332/0 160/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 08-00-00 15 30 01-04-00 2 Trapezoidal (lb/ft) L 00-00-00 30 n/a 04-00-00 60 n/a 3 Trapezoidal (lb/ft) R -00-00-00 30 n/a 04-00-00 60 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 914 ft-Ibs 2.5% 115% 4 04-00-00 End Shear 383 Ibs 2.8% 115% 4 01-03-06 Total Load Defl. U999(0.006") n/a n/a 4 04-00-00 Live Load Defl. U999(0.002") n/a n/a 5 04-00-00 Max Defl. 0.006" n/a n/a 4 04-00-00 Span/Depth 7.6 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 492 Ibs n/a 5.4% Unspecified B1 Post 3-1/2"x 3-1/2" 492 Ibs n/a 5.4% Unspecified Cautions Member is not fully supported at post 60. :A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Page 1 of 2 ®Boise cascade Triple,1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1R1304 Dry 11 span I No cantilevers 1 0/12 slope August 31, 2016 13:53:13 BC CALCO Design Report Build 4516 File Name: Bayside_89 Cotuit Meadows Job Name: Description: Designs\RB04 Address: Lot 89 Cotuit Meadows Specifier: jlm City, State,Zip: Cotuit , MA Designer: Customer: Bayside Building, Inc. Company: Shepley Wood Products. Code reports: ESR-1040 Misc: Design meets Code minimum (L/180)Total load deflection criteria. Disclosure Design meets Code minimum (L/240) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume Member is Fully Braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design Deflections less than 1/8"were ignored in the results. properties and analysis methods. Fastener Manufacturer:TrussLok(tm) Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable Connection Diagram building codes.To obtain Installation Guide .i b d or ask questions,please call LI (800)232-0788 before installation. a • • • BC CALCO,BC FRAMER@,AJSTM ALLJOIST@,BC RIM BOARD TM,BCIO, BOISE GLULAM TM,SIMPLE FRAMING �- • SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are e trademarks of Boise Cascade Wood Products L.L.C. a minimum=2" c=7-7/8" b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. All TrussLok screws may be installed from one side of multiply Versa-Lam beams. Member has no side loads. Connectors are: FMTSL005 Regulatory Se :��ees ie Thomas Fe Geiler,Director Building Mylsz©n Ton Perry, Building Commissioner 200 MELin Street, Hyannis,-MA.02601 i www.town.barnstabk.ma.us Of�ce: 508-862-4038 Fax: 50$790-6230 Prop cA7 Ovvne'Must Complete and Sign This Section If Using .Budder ds Owner of the subject property hereby authorize l to act on my behalf, in all matters relative to wor auth6rized bythis building permit application for: , -es -job) Si gna e o Owner Dater Print Name Q:FORN!S:O'V�rrgERpT— A4IISSIOC J _ Office gflrvesiggadan� -30stany HA 02111 Nb v` Workers" Compense on Insurance Affldaidt.- Applicant lufomaflan Please hbt Legibly Name(Business/Organizaton/L•ndividuai:): /" /Iz t` ,FAIL f Address: R, City/State/Gip:65VT `V1, I 2 3.-�Z' Phone 4. Are you an employer?Check the,apprdpr-iatebop. I3'pe of gro�ect(regLAred): 1.❑ I auz.a employ. pith 4. I am a general contractor and I 5. ew constFuction . employees (full and/orp- time). have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t 7. ❑ Remodeling ship andhaveno employees These sub-contractors have 8. ❑Demolition working for iue in any cap ach)m workers' comp.insurance. 9, ❑Ending addition [go workers' comp,insurance 5. ❑ W6 are a corporation and its 10.❑Electrical repairs or additions required.] oTacers have exercised i'neir 3.❑ I am a homeowner doing all work' right of exemption per MGL iL❑Pluwbimg repairs or additions u,.,.yself NO worhen'. comp. c. 15%§1(4),and we have no 12:❑Roofrepazrs insurance required.]i employees."No workers' comp.insurancerequired.] 13 ❑ Other -Any applicant That chedhs box#1 must also El out the section.below showing their workers=compensation policyhn b=ation: t Homeo-'AMM wbo.submit$us affidavit indicating they are doing all work and then hire outside tontiactors must submit anew affidavit in dicating such. Contractors that check this box must attached an additional'sheet showing the name of the sub-conhabtors and their workers'comp.policy inf nn tion. cmm an ena.ployer that Fs p rrrvidiF ff --eZmv is d 7a pa icy atad}ob slte Insurance Company Name: Policy#or Self-ins.Lie.#:_ �� l��f Q� . _ ExpirationDate: Sob Site.Address: 1;UvAL. City/State/Zip: Attach a copy of th-e warkers' Lornpen 'on.pol€cy declaration gage(sho mg the policy n=.—,ber and.expir Gn€lade). Fai_hrre to secure coverage as requ red under Section 25A of MGL c. 152 cau lead to the i nposition ofcriminal pmaldes of a -Fneup to $1,500.00 and/or one yesr inprisommnent; as well as civi penalties in cae form.of a STOP WORK ORDER and a fine of>rp to $250.0D a day.against the violator. 3;advised that-a copy ofthis statem6ut maybe foruTarded to the,Of-kn-of I avestigations,of the DIA for insurance coverage verification. I d6 he"teby Ce7 rruEder the Pains aFid. sad ie ofFgYwy that the Lrtforaizard 1'rE pt ovided above is tz ze hitd carrec Suture: Date: Ph4 �#: GfjTc4d use only. -Do not vH.Ie Tel tht�s aregy to be G-E7�;?Fplefed by offy 6,r r6 %n€kj'f C€Fir.. City or Town: Permi'Mcewe 7 Issuing Antho-rity (cis:eie one): - 1.11aard cfHealth 2_Rm. -I Dep.a tr ent 3. C tyfFo�r, Clerk 4.Eleasiic lhspector- S.phnnb�glnspeC-Aar C.other- ontaA Person. Phone 4- Massachusetts Department of Public Safety ;! Board of Building Regulations and Standards License: CS-005645 A Construction Supervisor V7 BRIAN T DACEY r PO BOX 95 CENTERVILLE MA 02632� � Expiration: Commissioner 04/19/2018 Construction Supervisor Restricted to: Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. DPS Licensing information visit: WWW.MASS.GOV/DPS J BUILDING D TRANSITION DE � CIN��RIN� FEB 23 2017 February 22, 2016 TOWN 0 'BAF'NS_FABLi of Mr. Stephen Richardson 0 Eilic b N .V- Bayside Building, Inc. gpERHOLM' m 1645 Route 28, Bayberry Square 0 STRUCTURAL Centerville, MA 02632 ta. .3assz RE: 24 Spring Brook Ln., Cotuit, MA—As-built Deck Details Dear Mr. Richardson, On December 12, 2016, 1 met you at the referenced property location to view the as-built condition of the rear exterior deck to assess questions raised by the Building Department relative to the framing details. The as-built condition of the deck framing is acceptable with the following two exceptions: 1. Diagonal bracing longitudinal to the girt should be installed at the two end posts supporting the girt. 2. A LedgerLok screw should be added to each joist bay as shown on the attached drawing. Should you have any questions regarding these findings, please do not hesitate to contact me. Sincerely, Eric J. Cederholm,'PE Transition Engineering, Inc. 44 Chadderton Way Middleboro, MA (508) 404-0358 ejcpe@verizon-net Page 1 of 1 OF Mq�s CEDE.iHt}LNi m U STRUCTUF7AL No. 38962 �' " SHEATHING CLAPBOARD SIDING 4X6 PT FILLER 1 » 2X10 RIM JOIST 24�° 64 24" 2X8 DECK JOIST 21 2x8 LEDGER BUILDING oFP7 FEB 2 3 toll SECTION TOWN of BwFjlN,,STAB TOP OF INTERIOR FLOOR FRAMING 2X8 DECK 1 » 64 JOIST (TYP) TOP OF 2X8 LEDGER 1 » 3» 24 24 1 " Ii —I 'T1 I I I I o I I I I I } 24 5„ LEDGERLOK 1 ,_4)' 1 ,_4"' LL005 (TYPICAL) ELEVATION y 13 -i F4 a t� Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed Certified Energy Rater: Andrew Popielarski 24 Spring Brook Lane Rating Date: 02/16/2017 Rating Number: 27197 Cotuit, MA 02635 Registry ID: 643473752 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 61 Efficient Home Comparison: 39% Better Heating 24.5 $673 36% General information I cooling 8.5 $155 8% Conditioned Area 1744 sq. ft. House Type Single-family detached Hot Water 3.4 $158 8% Conditioned Volume 16794 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.1 $905 48% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $0 0% -Mechanical Systems Features Total 55.4 $1891 100% Heating: Fuel-fired air distribution,Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. Crlterla Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 64.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 82 cfm, 23.0 watts. 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.0 - Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling. R-31.0 Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 798 Clg: 798 CFM50 Foundation Walls R-0.0 Method Blower door test Certified HERS Rating Company y Energy Raters of Mass Lights and Appliance Features is 180 State Road Suite 2 upper Percent Interior Lighting 100.00 �� Re/Oven Fuel Natural gas Sagamore Beach, Ma. Percent Garage Lighting 100.00 (� C��hes Dryer Fuel Electric 888 503 2233 Refrigerator (kWh/yr) 588 _ZID �� �iothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher Energy Factor 0.46 y N3 Ce' g Fan (cfm/Watt) 70.40 Certified Energy Rater: Ss �M/Rate- Residential Energy Analysis and Rating Software v14.6.4 This information does qqq constitute any warranty of energy cost or savings.. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the.rating provider. tvlA MAP PRODUCTS PG 'BOXf.J(e S \t AtV,C1 F' N 1NSi,iLA,'r O v CS.RTeriC_ ION—PER E.CC 303.1. BATF INSIJLATJON Exterior bt�iis. Type: 1��l� fvir3nUf lctuee� 6K*_*) Exterior tvaNs (Diher.);�AA�eJ6'!ST S' Type:. interior Walls f Stairweli: Type: vic ure Ba e i eiirnE;, onur 'c... f.lJrL1A,S. Flat Ceiliri.gs: Type: ___ R-Valua 5lol>ed - Yvae --- Manui'�rri.,rer: Bl0\VPd_'(NS -ji.�,l iJN f__Gl i[f2C:Li�SS 0R r" i t1 CS } Exterior wal':.:: ")Pe[ Settled Thickness -- __',s' fide thickness: Caveragr. Sewed..h Vane,! _ a.,ea; den-s4vt � lvlr rtt, �jp.�{G,�sFlat Ceilings; T„ SO..ttled 1 hicl„ +•S, � _ t _-tailed th ckr e,s: CJV raft./♦tad Slur' 'pl; nF5• S 1 t Se' I - e �t ed Tl•'ii; kn��-. �Qr �C?VC Caoe>1r� � deh r s$, ^ �urnhe:Of ,Y i — — �► -1:, `t� s PClr;.iU, th.}r1St i7.Pr 1du i i Town of BarnstableREcEPT 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit - t Application No: TB-16-3353 Date Recieved: 11/12/2016 Job Location: 24 SPRING BROOK LANE,COTUIT Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic. No: 15920 Address: Po Box 248, West Chatham, MA 026690248 applicant Phone: (508) 945-1100 (Home)Owner's Name: COTUIT EQUITABLE HOUSING LLC Phone: (508)771-1040 (Home)Owner's Address: PO BOX 95, CENTERVILLE,MA 02632 Work Description: New construction with furnace in the basement and new duct work w; C Total Value Of Work To Be Performed: $5,000.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). { I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this,application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 11/12/2016 (508)945-1100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $55.00 11/12/2016 $85 oo X000c x3���- Credit Card ........ ...... 2793 .... _ ...... ............... Total Permit Fee Paid: $85.00 TempParcelEdit Page 1 of 1 « IN LA S . rz € r " Logged In As: Wednesday,January 162008 Frank Schlegel N ew Parc Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 002 F- ....... Street Number: 24 Unit: { Dev Lot: ,LOT 89 J ...... . .... ..: Road Name: ISPRING BROOK LANE ' Sec. Road: _.� � T/R: Villlage: 07 CotUlt Part of M/P: MAP 002 PCL 002 Plan Ref: JtLBK617/69-75 (APP 7-62) Date Added: Updated: UpdatMW e III Add hdther " httn-//i ssa l2/Tntran et/Prondata/TemnParcelEdit.asux?ID=Add 1/16/2008 Foundation, _ certification in Barnstable, MA Prepared For 24 Spring Brook Lane Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-089 ' Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J Baxter , Nye' EnC�IneerlClg & SUCVeyIClg Effective Date, July 16, 2014 Registered Professional OWNER: Cotuit Equitable Housing, LLC ® Deed Book 21804 Page- 41 'Engineers and .Land Surveyors OPEN SPACE: Cotuit Meadows Homeowner's Association, Inc. ® Deed 78 North Street, 3rd Floor Book 23161 Page 59 - H annis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Y, Page 158 Phone — `(508) 771=7502. Fax — (508)-771-7622 Minor Modification No: 1 ® Deed Book 22249.Page 282 Scale 1 = 20' 09-06-2016 Job Number. 2005-21.4 N/F COTUIT MEADOWS HOMEOWNERS ASSOCIATION, INC. . DEED BOOK'23161• PAGE 59 PARCEL ID: ,002-002 00 . OPEN SPACE ' Z, Ln LA N 66 g516 s m Z N/F COTUIT EQUITABLE HOUSING, LLC DEED BK. 21804 PG. 41 N, PARCEL ID: 002-002-088 O CP � N 0 OPOON �Ar 1 0'6, 1.s A O 80 1 f CP •O N � N/F PAUL A. & AMY E. SAULNIER DEED BK. 28760 PG. 200 �� PARCEL ID: 002-002-090 , as A .3a LOT 89 9,39 0± S.F. E 0.22f ACRES 0�� .01 . 515 $pg CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS IN COMPLIANCE WITH FRONT, SIDE AND REAR SETBACK REQUIREMENTS (20'/10'/10') AS NOTED IN TOWN.OF BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) 'IS LOCATED. IN `RELATION TO OF PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg, 45).'AND IS NOT LOCATED WITHIN A t3' HANcyG SPECIAL FLOOD HAZARD,AREA. M. �o S THIS PLAN IS NOT TO BE RECORDED R IS IT TO BE USED -TO ESTABLISH. PROPERTY LINES. o: MALLON N No.48687 /I n Zw(�h ESs OQ REGISTERED PROFESSIONAL LAND SURVEYOR N- BAXTER NYE ENGINEERING &`SURVEYING DATE q&D SURD N r 1 (0 v N Ln O __.. 02 in C] 1�• L O Q 0 z w 1 .. W 0 Cl LU OD cc A z �i W a ¢_ L. CDo J U z w O LLJo W ® ®C) 1:1 Ll a W Qm o ,� Y 00 Y n rr z 0: cc cj m W CO CO FRONT ELEVATION 5,-ALE:1/4"=1'-0" _ • Q W .� In O O O O V W A - >5 LU FFF UT E E El LIL E: Ll F-I SHEET REAR ELEVATION Al SCALE: 1/4"=1'-O" - JOB: 1611 DRAWN BY: KW DATE: 05/4/16 N • U � N 0 e 0 JN � O 0 Z N U w � � . ❑ IF Q o ; cr h m � w � kIT- L— — — J m O cq IL LEFT ELEVATION 5GALE: 1/4"=1'-O" 12 Q � _ o � w p SHEET RIGHT ELEVATION L— — — A2 5GALE: 1/4"=p p JOB: 161'1 - _ M""" W BY: K DATE: 08/4/16 TWf2423 5'-1 29l/a--b& b--X TW 24410-3 89 5/8"x6O T/a" (a) 1`7/8" L HDR N N k — ._ _ TW 24410 2-t.— i 12'Gl#ICING i TW 24410-2 V O 12X1$DECK s9i/a xvo i/a` ®I ® 59 vaX-�/8" IL.I in 5UN 4 - - 11 I - ^ L 0 ;. Room 4 _ � J lA - -- _ m in z F , ME Ii I I 15-LITE TV L Q ' in _ ._.._....___._._.__......__.____.. .__.___.___^- 26 z FRENG I FIXED FIXED (5)11 T LVL HDR LITE 2 HALF WALL �� U ❑. cBasrv/ r Q W O FIRE ry NN W.I.G. cV - SHELVE5 ABOVE RATED LL ^ - - - - - - - - - - - - - - m Q o CARPET r MASTER BEDROOM CARPET - DINING '" - .. '; - QIll MillflillVAULTED GEILIN6 - tJ �' ry 10•_6"®FLAT — - - - - - - - - - - - - - -- - - -- - - - - - - (n n OAK 12'-0"CATHEDRAL GEILIN6 GARAGE - TW 24410 Q u Q GREAT ROOM 4 CONRETE 5LAB Q O TV 30 1/8"x60 1/8" I(7 OAK PITCH TOWARD DOORS n in _ T � W - TILE , — — — — — — — — — — — — — — — — — — ' - - - -o O TW 2442 4 BATH f s6 M m Q 301/8"x53" 4' _ I. 4'_10" 9P-4^ im Q. Q = ,. TILE 8'-3 3/4' 10'_4" _ '3-86 I GBUILT ABS W/. • - 4 — SHELVES ABOVE 7 - . - 66".A.P.F. (27 14"W L .. BEAM ABOVE W D 26 5EE NARROW WALL GL (fit G O - DETAIL RAISED GEILIN6 26 I R' TRANSOM ABOVE G 125 10'-6" - I J T-0 x9'-0"O.H.DOOR- • -24 5/8"x24 5/8" BATH . L - TILE 26 " FLAT GEILIN6 - ' i Y _ O 6 CONGR APRON HALT S s E� r Q' KITCHEN LINEN OAK ' FOYER �. OAK OAK - CL. _ _.__.__ _. __ _ - N 15-LITE 0 48 7/2"x47 3/8" _ 4-11" ` o Q Jl . „cR 6 ✓ .. I ���?F' 1 REF: - .. O (� z (Y} R 6'-H 1/4" 3'-11 1/2,,., 31- " 111'-4 1/2".I 3— I RLU TW 24410 A14'-3'3/4" '1 II I - LITE Q 30 1/8"x60 T/8" 10'-6"GATHEDRALGEILING BEDROOM #2 TV BEDROOM 1#1 v T m CARPET I OAK I 1V 1HAR0&ANY' _. _..._. .. n. O 0 1 I P-ORGH-- v Q Q (3I 11 1/8"LVL HDR Q 0 (V [V I x ry mm� m o x x � iv m SHEET zz 5'_2" 12'-0" 16'-0" 14'-0" A3 154 FIRST FLOOR PLANJOB: 1611 SCALE: 1/4"=1'-0" DRAWN BY: " DATE: 05/4/16 35'_6" 14-0" 14'-0" - .20'-0" E _____-___\___-_____L________ (0 2-2xt0 GIRDE I TW 3016 U O - bxb P.T.P05T 36 1/8"x lava" 7 1 6ALV.METAL POST ANCHOR Q Lo . - I 10"1150NO TUBE"PIER YV I 1. 2x10'S I I = Ln 4 26""BIG FOOT'FOOTING TYP. W Q a L 1'' J Ln A U FIRE .J N RATED >r. k .. ?" :.x..`1t.. ?'*' 8 I I I I I I I I - 2-' I I I I I I I I - 00 O I I I I I I I I L.1 N W I 1 � ICI ' I - I I I• I I I I I I I I ct) Ln - - J I BM PKT BM PKT i /RNy r DROP FLUSH I I ~~ v L' BM PKT J ; I ~\ 1 za"X 7 9"GONG.WALL -'. W/SLAB I��l W o I ib"x10"CONTINUOU5 FOOTIN6 TYP. 1 Y. 1 I 7;_8�� 14'-0" �'_ - 14:-0" t r F c r 1 N - 2X10'S 16"X10"CONTINUOU5 FOOTING TYP. Q n 1 \ �- —I—�.' - 1 a"x 46".GONG.WALL 1 - •� - I �I—� ®I 6ARAGE pi I 'x•. rd I I I 4"GONRETE SLAB I Nr ~~ Y• - L-T J I ry PITCH TOWARD DOOR5 ry Win <_I 1 2 2x10'S ` _ _x10.9 ` 2'_6" 2x10.9 I. TN 3016 i C ®16"O.C.- .p I ` a 16"O.C. ---1 �q 36 VWX to T/a" -r- JIF- I W Q 5 1 I_BM PKTr IDROP WALLUNDEL— ® - 1 _' 1 .5LA5'®DOOR5 TYP. =t ;,.:.' -:•.'� a L_� J • I SEE NARROW WALL r - - JI I I I DETAIL i r - - - - - - - - 1 ,z r.- -�. FURNACE L-I- J t - - - NOTE: 1 5/5 ANCHOR BOLTS f o EMBEDDED 1" Lj J' L I-7 ' 1 N SPACED 52"O.C. c 1 12"FROM CORNERS I FULL BASEMENT W 1 ASHERS 3"x3"xt/4" I 3 va'CONCRETE SLAB : L_IF J VAPOR RETARDER I O Q R 1 BM PKT - 1 36 t/a"x 1b-ria,,. . . L_ r 9-2x10 6IRDER • Y. I - 3 1/2"PIA,STEEL COLUMN ,.r I LL . 30"X30'X12'CONCRETE PAD TYP. 1 p :p 4 8.�x I_9"GONG. ALL - �0 I W 16 x10 CONTINUOUS.FOOTING TYP. V - 1 Q. BEAM POCKET \® \ _ N.....s'1i al.©.- ri f t .._ ' ? 4 P.T.POST - _ - _ - - - - - _ - - , ?;. ,'LV.METAL POI ANCHOR - O 7 7 L J i '"SONO TUBE"PIER W/ N ry •;. .G..�,r..:.: o:.-:.,(+ e '3':MY„ e.;. W"BIG FOOT"FOOTING T'(P. SHEET 12-0" own - 64-0 41 I FOUN7ATION PLAN JOB: 1617 5CALE: 1/4"=T-O" DRAWN BY: KW DATE: 05/4/16 N m f ' N �v} N - Z O N �1• w O W O W IN 16'-0" 16'-0" �' Ji Z RIDGE VENT w 2X12 RIDGE BOARD - ~y V W Q^ O A5PHALT 5HIN6LE5 ✓ 7 GDX PLYWOOD j i J c FiN U) I� RIGID WIND W45H BARRIER REQUIRED - Q >N n ry AT EXTERIOR EDGE OF EXTERIOR YVALL �y It �• 12 TOP PLATE 1�2 N `O e e YW. . R38 F.G.INSUL. G, `��7 W W 51MP5ON H25 O' - ps OG - FA5TFNER5 AT.ALL ®�0 txb®16"O.G. ®76,• Z 12 �{� RAFTER/TOP PLATE 1py p - Q O JUNCTIONS TYP. ryF c m x _ 2x85®16"O.G. (2)1 5/4"x 14"LVL BEAM .. 2x8'5 016"O.G. Li (3)2X70'S ` M1 KITCHEN i GREAT ;,'OCM + 1,STRAPPING I f1 5x8 F.G.GYP.BR ixb T86 BEAD ED. I P05T IN WALL 7 (3)2x12 HDR. BEYOND - rt BETWEEN GARAGE 8 LIVING a 10"COLUMN - O- - - - AREA .. LOCKING 4'-O"O.G. GARAGE -' A� I' IN FIRST TWOB J015T AND RAFTER - - T86 5/4"PLYWOOD BAYS FROM GABLE WALL d 2x6s®16"O.G. ° Q 2x10's®ib"O.G.W/ ,* - R21 F.G.INSUL. SOLID BLOCKING 1/21,GDX SHEATHING II R50 F.6.INSUL. TYVEK/W.G.SHINGLES cDECK - - 4"CONCRETE SLAB 'B II -WD - ENCH NOT SHOWN PITCH TOAR DOORS P.T.2X8'9 0.16"O.C. - P.T.2X10®16"O.G. .. (5)2x10 GIRDER TYP. i. _ r 2-2x8 GIRDER I "� I �� 3 1/2 STEEL COL. '?L 4X4 P.T.P05T " GALV.METAL P05T ANCHOR l 30"x50"x12"FOOTING _ � 10 'SONO TUBE"PIER W/ • +� .. 26 BIG FOOT"FOOTING TYP. y - z 24'-0" 0 Z 10""SONO TUBE"P ER W/ 26""BIG FOOT"FO TIN6 TYP. zµ Q z- 1/2 GONG.5L J AB W,x+O9'' m'+''` �;:;.�i :'�': ✓she: � I O II SECTION "A" SEGTION "B" 50ALE:1/4"=1'-0" 50ALE:1/4"=1'-0" 5HEET 52 JOB: 161-1 DRAWN BY: KW DATE: 05/4/16 N 02 ' 4 P. .711 5 01 "O.G W 0 V _J n i... 000 W in 1 rMs . I h. ry GARAGE Lo ID ------------- ID m ,. ,. ry P:T."65®16'O.G. m0 OL Q g SHEET FIRST FLOOR FRAMING PLAN 1617 DRAWN BY: KW DATE: 08/4/16 (5)11"V8"LVL HDR - • N .. Ut0 N z ° Lo Ln W ° V J_ �...I 0 �N W o (5).11-1/8"J.VL HDR U- LL w.o 0 • � i o ZAFTER5 2x10'5®16"O.G. in 2x12 RIDGE 2xl2 RID En - N. 00 LLJ 2x12 RIDGE I' BEARING WALL ry V `l "BUILD OVER" VALLEY p m "BUILD OVER VALLEY" O J 26'_O" SHEET 54 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" JOB: 1611 DRAWN BY: KW f DATE: 0S/4/16 EXTEND HDR TO CORNER --- =_--_ 2x6 DBL TOP PLATE _ -- - RAFTER®16"O.G. FULL HGT.STUDS - cm JACK STUD NAIL TOP PLATE - fj QN TO BTM OF HDR --- APPLY 51MP5ON MSTA15 CONNECTOR H2.5®EA.RAFTER W/2 ROW5 OF 16d NAILSON THE INSIDE FACE OF HEADER®3"O.G. TO EACH JACK STUD 5TRUGTURAL PANEL HEADER r TOP PLATEW O NAILED 8d COMMON CONTINUOUS HEADER J ®3"O.G.EDGE AND FIELD -- CORNER,TO CORNER a OVER MULTIPLE 0PENIN65 J OD - -_-' ~� 0 . DOOR TRIMMER SNDS W SHEAR WALL COMPLIANCE: Z E RAFTER TO PLATE CONNECTION W= 30%OF EACH WALL RUN O SCALE:N.T.S. • U L » 2-5/5"ANCHOR BOLTS VERTICAL 5HEATHING WITH O w/s"x3 W"PLATE A5HER5 8d NAILS 3"EDGE/12"FIELDLj EACH NARROW WALL 5EGTION - (4)16d NAILS PER FT BOTTOM PLATE fY'� Q O 41 W W ' L= 15%OF EACH ALL RUN = 7 20%HDR>6_5," VERTICAL SHEATHING WITH 5d NAILS 3"ED6E/12"FIELD (4)16d NAILS PER FT BOTTOM PLATE 1..1DD I�1 0 _ VI .W Im c� a NARROW WALL BRACING AT GARAGE DOOR SCALE:N.T.5. DOUBLE ROW JOINT DE51—RIPfION _ NUMBER aF NUMBER of NAIL 5PALMG COMMON NaLb BO%NaL9 5TAGGER NAILING _ - - .r. - INTO BOTH PLATES -_-_ - ROOF FRAMING - - 2x6 DBL TOP PLATE -_- ---- - TO RAFTER TEND NAILED) 2-160 }tea EACH END - - -__---- -_ - -- - WALL FRAMING - roP Pores Ar wmnsecmNs mAce NaLeD) a-tba }tea AT'-- - - BND T:O STUD(PALE NaLED/ a-16a 2-tba 24O L. HEADB2 T EADER(FAL2 NAILED) 1M 1� O FLOOR FRAMING - JOIST b LL,TOP PIA O_fi GIRDER ffOE NAILED) 4-BGIT LX-1 - ' - � BLOCK Nb O.KIBT ROE AILED) 2-fM 2-10a EALN.END "l „ VERTICAL BL o slu oR roP P—N-N—) s-tea - a-lea ea: BLocK Z w STRUCTURAL PANEL -_ mro sesw oR bIRDER(PACR NaLeot }iba a tba PACH-lolsT NAILED 3c!COMMON oN LEvsER rO Beanlroe NaLev� }ba sioa PER JoIsr. Q .d ®5"O.G EDGE I _ - .YJBr ro JOBr mtv NaIFv� }tba. a-tea PER JOLsr U 1 AND 12" N FIELD - aaD JOBr ro slu oR roP Pure Irce NaLEo� 2nbv }lea PER Foor O r W ROOF SHEATHING O O f\ 1--1 - - P.OD-sTRIKTUR.4L PANEL9 r RAFTCR9 GR TRU1BvE9 SPALED UP TO 16'OL. ba 10a b'EDGPIb'FIELD - - _- RAFrEftS CR TRU55E9 SPADED OVER le"O.G. 07 tOa 4'EOGE/b-FIEID I - -- - GABLE ENDttALL RACE DR RACE TRU�J w/O GABLE OVERHANG [fa 1W b'FDGE/b'FIELD ' - - ENpYALL RacE CR RPKE TRU^i9 w/9TRWTIRAL Ba 104 6'EDGE/b'FIELD ' - - ENDVI4LL ftPK2 OR RAKC TRUS9 w/LOOKOUT BL GC3 tOa 4'EDGE/4"FIFJ1� • DOUBLE ROW CEILING 5HEATHING - "~ 5TA66ER NAILING G+'PwM rwu.eoARv sa cool rzs. - rmGEno•Frely O INTO BOX AND SILL ..-' -_ WALL SHEATHING I ����� - - PIODD sTR�LTURAL Pa�Ls �, IDa b-EDbE/,2-FIELD •I I -L �" - Y•-A11D ;;FBERBOAIiD PANEL9 ea - B-EDGE/b-Flew ' -I I - ___ '�-GYP51M rvaLLBOAAp 5a OQ IFlLS - TEWE/10'FBLD FLOOR 5HEATHING I SHEET . 1�ORDLE55 nRP1 PPNEL9 � 107 b'ECGPIt'FIELD VI^ GREATER THAN 1" tfa, 107 b'EDGEIb'FIEI.p r`^—/ - -. II OFULL HEIGHT SHEATHING —SINGLE FLOOR 51-ALE:N.T.5. JOB: 161T DRAM BY: K N DATE: 05/4/16 GENERAL NOTES: 1. LOCUS PROPERTY IS SHOWN AS: ASSESSOR'S MAP 002 - PARCEL 02 2. SETBACKS: FRONT = 20' SIDE/REAR = 10' 3. UTIUTY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 025551 0021 D THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, AREA OF MINIMAL FLOODING. 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E.C. (AREA OF CRITICAL ENVIRONMENTAL VEGETATED 12� DEEP CONCERN). SITE IS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE RAIN GARDEN-125 WILDLIFE PER NHESP MAP OCTOBER 1 2006 "ESTIMATED = - C.F. SToR* ) HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WETLANDS PROVIDE (1) 6' OIA. x 6'D6E Top-00/ to LEACHING BASIN W/ 1 STONE BOTTOM-54.0 PROTECTION ACT REGULATIONS (310 CMR 10). SURROUNDING (OR ALTERNATE �� r` 5.17 SITE DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER NHESP 50.0EQUIVALENT VOLUME of 28s ,I �rrr x ( 54.o MAP OCTOBER 1, 2006 "CERTIFIED VERNAL. POOLS." CF) CONNECT ALL ROOF DOWNSPOUTS.TO LEACHING r' x ss.t7 /f SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER BASIN r, rr �' -- �� �,� 1, 2006 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES QP. SPACE 1 S4. ¢� VEGETATED 12" DEEP _ UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, RAIN GARDEN (12S r r �' .-'Sg..— LOT" 8�`" REGULATIONS (321 CMR10) i' C.F. STORAGE)',`�` - d g5• / o ` `' / ��, SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER TOP s4.01/ RECHARGE PROTECTION AREA BOTTOM•,33:0 , 1 LION NOTES: ,ETgACK LINE r r r � � ,, r rr' pV! '_.. 54.5 .-- o, g r- o b I y 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE _ x - 14. �°°, o % SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 54:5 X-_-__. - �' r'J ' 1A.0 x vs. 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. �'r ----- ---- ` AND UTILITY NOTES ON SHEET C-5 FROM 5�.5 x,, 1 ,s, �� ; 2. ALL GRADING, DRAINAGE, v THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, 54.5 ' 5a x�� G;�g DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. LOT 90 - LOT 89 s�-r,�2e N �+ 3. SEWER BUILDING CONNECTIONS: Jti 0 9,390E S.F. - MIN. COVER SHALL BE 3 FT. 0.22E ACRES-- - SET CLEAN= AND MAINTAIN CLEARANCE FROM OTHER UTILITIES --- AS REQUIRED BY BARNSTABL,E DPW. NdjS S52.'. - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. 0 (MIN.) QfBgo 1B - 64.5 1.0 11 > -6 8X R9 63.0 r ! Cotult Meadows Subdivision _ 2.8 _ CotultmBarnstabie, Massachusetts [` s x - kJ._-- , �; f CURB 'J rG AN 62.52 PREPARED FOR 62,65 �� N ',--sTOP,,,, OUT �4444 ,� �,0 COTUIT EQUITABLE HOUSING, LLC k S . '/ NV OUT-S��1 k1 82 7 S-- A 0. Box 95 j- INV.- Site Plan ' 51.5 Lot 89 ~ 24 Spring Brook Lane -LOT 102 BAXTER NYE ENGINEERING & SURVEYING r /- W Registered Professional Engineers and Land Surveyors �of MASS 78 North Street, -' .,LOT 101 3rd Floor,Hyannis,MA 02601 0��MA WHEW��ti� Phone-(508)771-7502 Fax - (508)771-7 EDDY CA � v . CIVIL No.43183 20 0 20 4 SCALE IN FEET s� ONAL SCALE: 1" = 20' D TE. 08 19-16 REV. DATE: REMARKS LOTm89 WAWN NUMBER 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214