Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0165 PHEASANT HILL CIRCLE
h611 ko 7— 6� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (� 2 _ Parcel L, Application #2 9C✓ -vq Health Division Date Issued 3 ?� C . Conservation Division \ Ee �� Application Fee Planning Dept. ��� Permit Fee (dayEn Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis 0 E,MAL• Project Street Address /l2� ll rC Village 0_6 4�_� OwnerCwul� 7 f l Address P 0• ?)O vim* Telephone - loqn / Permit Request B ✓2 2 �l LatA 6* ao�Q� Z_ Squ&e feet: 1s loor: existing proposed l"I 62nd floor: existing proposed_Total new 2�Z� Zoning District '}" Flood Plain Groundwater Overlay Project Valuation 2A'-;d,060 Construction Typed c' 4"V__A_ Lot Size 1(0 01 Grandfathered: ❑Yes .blo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes &No On Old King's Highway: ❑Yes No Basement Type: 0Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) e Basement Unfinished Area (sq.ft) P/30 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: e existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ,XGas ❑ Oil ❑ Electric ❑ Other Central Air: 9Yes ❑ 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 sized: ❑ existing ❑ new size _ Other: Zq x Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes gNo t If yes, site plan review# Current Use Proposed Use k APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Z60.n Ce Telephone Number ''C��S-7`� l� /y 0 Address P C�• gx, -/ l �n�eryl License #74S N ck,J p Home Improvement Contractor# i(YXrk YJ < t W VV 0 W\ Worker's Compensation # 007�(O(0_23 ALL CONSTRUCT' N DEBRIS RESULT' FROM THIS PROJECT WILL BE TAKEN TO -LC I SIGNATURE DATE I I t 1 FOR OFFICIAL USE ONLY l APPLICATION# DATE ISSUED i MAP PARCEL NO. i r i . i i - j ARDRESS VILLAGE OWNER i i a DATE OF INSPECTION: FOUNDATION 31 • Q .VQ► %i 5414 . FRAME PLY 0 L3 80 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT, ASSOCIATION PLAN NO. � a /(oS Poex,%hoj HT-t-L doe c- AlJ SHEET NO: OF L.Q TNYIOR DESIGN CALCULATED BY ZM DATE " T CHECKED BY L.o '[' • SCALE .... .:. .... . F d..:. 3. 'F T7.� .._:'�'cl}:-r::t=.. 1__;v r.e�t�e• lc--� ��t - - .... L...cQ..t�,.9.. .,.,.L z _ ........... 1 1 p f t m `t _.. ._ . _..... ........_ _. .:... -r' 4, .. �. �'T-3; A. k k-� '� _..._ _.. . ___�_..__.___...:.,... . ..._..y_. . w _.... _�.:.�+n�s::Gts-c►�L., ..hJ'o�:r�',.- �l$. �,r.,i4 �07_, 3.Z.:�._. p� . . .-.T3a It.S T.. �. ,.:... _ t .._..__...n.-............_.:_..... ....-... t.___:.:.._«+ a ....::.:.. c - - ............__ ___.__t 4:. Z.t. I�,.�-:o_7..7...._.. 4 44 _. _._., ..., t t$:- -T _. M:..� _ ; _ _..._ _ w.j_ _ 2..• ..l �{k ... r.J - '- 4 _ is !.. t...i.. JOB 4 � SHEETNO. OF q� TAYLOR DESIGN CALCULATED BY S, OATE4� CHECKED BY DATE LAwlrg SCALE # u Ce l . . ;j t'�- e. , • : - e:u �k to`s-eta a-�.. ' = t.. 4-t4.( -fit '7o �qy ...... . CD7a� K � t co '" r JOB A'`e suo tw,c_ SHEET NO.__ �.A OF TAYLOR DESIGN CALCULATEDBY _ CHECKED BY DATE 'r ~ SCALE Ll .So1: . .-:... .. .. ......... 1`'(.ee..S. t�� �. `t .� - � tom. -. ._��•.4 .{�.�i � -..{ ..�.., ,.s.wwagonc�.. - zcn Zoe C) . !04 ..._. `. moo ... R °� ........... ... . 't`. ...Zol (U.7 .. I • U JOB es1`�.�d • �1s.S L� SHEETNO: OF .-.. y uLOR DESIGN CALCULATEDBY-� DATE CHECKED BY DATE SCALE Za 57 � ®tom • rr TE l� ► _ I � - MAX - i moo. Shy w.r rik _tat +I-e 9. .. ,. .1c ...:... 1 ._.__.. . . a" JOB ` U� Aelmwft�s 10 SHEET NO. OF q `AYL®R DESIGN CALCULATED BY `' DATE—� CHECKED BY DATE Ct SCALE 400 c7w Ira eop 4. 41 ice Tdj:k .. . ....._._...__. .. . 1. C)' e - JOB SHEET NO. OF TRYLGR DESIGN CALCULATED BY� QATE CHECKED BY DATE SCALE Zxa r.. TO aR. �. o. It 0 P-��.(BY4 .,-- ,,.17 VE RSA-LAW AUD-wable Nailing and Design ValruYes Closest Allowable Nail Spacing Nailing Parallel to Glue Lines VERSA-LAM@ & © Products (Narrow Face) Nailing Nailing Parallel to Glue Lines(Narrow Face)(') Perpendicular to Glue Lines (Wide Face) Nail Size VERSA-LAM® VERSA-RIM® 1.4 1800 Rimboard VERSA-LAM® VERSA-LAM® 1V16" V/16" 1'/4" _ 3'/V&Wider All Products O.C. End O.C. End O.C. End O.C. End O.C. End [inches] [inches) [inches] [inches] [inches] [inches] [inches] [inches] [inches] [inches] 8d Box 3 1% 3 1'/2 2 1 2 %2 2 %2 d ') 8d Common 4 3 3 2 3 2 2 1 2 1 10d&12d Box 4 3 3 2 3 2 2 1 2 1 Nailing Perpendicular to 16d Box 4 3 3 2 3 2 2 1 2 1 Glue Lines (Wide.Face) 10d&12d Common 6 4 1 4 3 1 4 3 2 2 1 2 j 2 Nailing Notes v J 16d Sinker 6 4 4 3 4 3 2 2 2 2 1) For 13/,"thickness and greater,2 rows of nails(such as for metal strap)are 16d Common 6 4 6 4 6. 3 2 2 2 2 allowed(use'/:"minimum offset between • Offset and stagger nail rows from floor sheathing and wall sole plate. rows and stagger nails). ti • Simpson Strong-Tie A35 and LPT4 connectors may be attached to the side VERSA-LAM"/'VERSA-RIM". Use nails as specified by Simpson Strong-Tie. - VERSA=LAMOD-esign Va-Iues Allowable Allowable Moment Allowable Allowable -Moment Width Depth Weight Shear Moment of Inertia Width Depth Weight Shear ._,Moment of Inertia Grade [in] [in] [lb/ft] [lb] [ft-lb] [in 4] Grade [in] [in] [lb/ft�3 lb [ft-Ibg [in 4] t)r' 5237 6830- 63.3 0 5�/" 8.3'/2 1.5 998 776 5.4 1 L 5'/2 8 4�' 5486 ..} 745b 72.8 CO N 1'/ 5'/2 2.4 1568 1821 20.8 �r 7% 11.02"' 7232 ' 12566,' 166.7 7% 3.2 2066 3069 47.6 9'% 14.1 9227 19908t 346.3 3'/2 1.8 1164 1058 6.3 9'/2 14.5 9476 ='' 20931) 375.1 5'/2 2.8 1829 2486 24.3 11% 17.1 11222 t'` 288,444 622.9 7/4 3.7 2411 4189 55.6 5% 11% 18.1 11845 3191'$� 732.E 9'/ 4.7 3076 6636 115.4 14 21.3 13965 43552 1200.5 9'/z 4.8 3159 6979 125.0 0 1'/ 11% 5.7 3741 9605 207.6 m 16 24.4 15960 56046 1792.0 11% 6.0 3948 10638 244.2 N 18 27.4 17955 70011 2551.5 o_ 14 7.1 4655 14517 400.2 Q 20 30.4 19950 85428 3500.0 CO 16 8.1 5320 18682 597.3 0 24 36.5 23940 120549 6048.0 ® 18 9.1 5985 23337 850.5 U) Q 24 12.2 7980 40183 2016.0 w 9% 16.6 12303 26544 461.7 Q 5'/2 5.6 3658 4971 48.5 9'/z 17.1 12635 27916 500.1 7'/4 7.4 4821 8377 111.1 11% 20.2 14963 38419 830.6 W 9'/4 9.4 6151 13272 230.8 > 9'/2 9.6 6318 13958 250.1 11% 21.4 15794, 42550 976.8 3'/ 11% 11.4 7481 19210 415.3 7 14 25.2 18620 58069 1600.7 11% 12.1 7897 21275 488.4 _ 16 28.8 21280 74728 2389.3 14 14.2 9310 29035 800.3 18 32.4 23940 93348 3402.0 16 16.2 10640 37364 1194.7 18 18.3 11970 46674 1701.0 20 36.0 26600 113904 4666.7 20 20.3 13300 56952 2333.3 24 43.2 31920 160732 8064.0 Equivalent Tension Compression Specific Gravity Modulus of Horizontal Parallel to Compression Perpendicular to for Fastener Elasticity Bending Shear Grain Parallel to Grain Grain Design Design Property Grade E(x 106 psi)(') Fe(psi)(2)(3) F,(psi)(2)(4) F,(psi)(2)(5) F�„(psi)(2) F.1(psi)(')(6) (SG) VERSA-LAM®Beams 2.0 3100 2,0 3100 285 . 2150 3000 750 0.5 VERSA-LAM®Columns&Studs; 1.7 2650 1.7 2650 285 1650 3000 750 0.5 1. This value cannot be adjusted for load duration. 5. Tension value shall be multiplied by a length factor,(4/Q111 where L= 2. This value is based upon a load duration of 100%and may be adjusted for other load durations. member length[ft]. Use L=4 for members less than four feet long. 3. Fiber stress bending value shall be multiplied by the depth factor,(12/d)"s where d=member 6. Stress applied parallel to the gluelines. depth[in]. Design properties are limited to dry conditions of use where the 4. Stress applied perpendicular to the gluelines. maximum moisture content of the material will not exceed 16%. Boise EWP•Eastern Specifier Guide•Dec 2009 Home Energy Rating Certificate Rating r Rating Number Certified Energy Rater Chris Mazzola 165 Pheasant Hill Cir Lot 82 Rating Date 02/23/2016 Cotuit, MA Rating Ordered For Bayside Builders / t Estimated:Annual Energy Cost Use MMBtu Cost Percent 5 Stars Plus Pro ected Rating Heating 49.5 $657 30% j HERS Index: 61 Cooling 2.9 $170 8% Hot Water 15.4 $187 9% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 20.2 $1183 54% [Genera[ Information Photovolta;cs -0.0 $-0 -0% Conditioned Area 2105 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 21012 cubic ft. Foundation Unconditioned basement Total 88.0 $2197 100% Bedrooms 3 Criteria Mechanical Systems. Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.82 EF, 0.0 Gal: Duct Leakage to Outside 82.00 CFM25. Ventilation System Exhaust Only: 51 cfm, 6.0 watts. _ Programmable Thermostat Heat=No; Cool=No B'uihdng Sh.el Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-33.9 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 Energy Raters of Massachusettes Foundation Walls R-0.0 Method Blower door.test 180 State Rd Suite 2 Upper Lights and Appliance features Sagamore Beam MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691.00 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. a . AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 THE OSPREY MODEL COTUIT MEADOWS 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)...... 2 stories <_2 stories Q Roof Pitch ........................ ......... ..................... .........(Fig 2) .. ......... ......... ...................12<_ 12:12 Q Mean Roof Height ..................................... ...............................(Fig 2)....................... ........16 ft <_33' Q .................... Building Width,W ................................... ....................(Fig 3)... ......................................... 44 ft <_80' Q Building Length, L ._.......... ...... ... .::...::.:.................::....(Fig 3)...............:..................:...::...........56 ft <_80, Q Building Aspect Ratio(LAN) ...............................................(Fig 4).................................................1.5 <_3:1 Q Nominal Height of Tallest Openingz ..........................................(Fig 4)... ..........................................6'-8"s 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.................. ........ .................... ................... ....:.... ................... [� ConcreteMasonry.......................................::........................... ........:. ...................................... N/A 2.2 ANCHORAGE TO FOUNDATION',' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in 6oncrete only Bolt Spacing—general .......:..................................(Table 4)....::.............................................. 32 in. Bolt Spacing from end/joint of plate ............................(Fig 5)... .................................12 in:<_6"—12`' Q Bolt Embedment—concrete................. ....................(Fig 5)..................................................7 in. >_7" Q Bolt Embedment—masonry.........................................(Fig 5)............................................ in.>_ 15" N/A Plate Washer ......... ::..................(Fig 5)... ... . .:..............:...:...............>_3„x 3„x,�d' 3.1 FLOORS Floor framing member spans checked...............................(per 780 CMR Chapter 55).................................... Q Maximum Floor Opening Dimension...................................(Fig 6)....................................................12 ft<_12' [� Full Height Wall Studs at Floor Openings less than T 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)....................................................—ft s d N/A Floor Bracing at Endwalls..............................................:....(Fig 9)................ .._...... .................................... Q Floor Sheathing Type ........................ ...............................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness ..................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening .......(Table 2)...........8 d nails at 6 in edge/12 in Q 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).. .............................8 ft <_10' Non-Loadbearing walls ..:................... ....................(Fig 10 and Table 5)....... .................18 ft <_20' Q Wall Stud Spacing ............(Fig 10 and Table 5 < Q p 9 ............................................ ( g ).....................24 in._24' o.c. Wall Story Offsets ........................................................(Figs 7&8)................................ a AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 cMR 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearin walls............... ...2x6-8 ft 0 in. g ....................:..................:.(Table 5).....:................................. Q Non-Loadbearing walls................................................(Table 5)........................................2x6-18 ft 0 in. Q Gable End Wall.Bracing 1 Full Height Endwall Studs....... .............................."'(Fig 10)............. .... .............................. ........... Q WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..............................................26 ft>_0.9W Q 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 Q 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) Header Spans ........................................................(Table 9)...:......................................6 ft 0 in. <_ 11 Q Sill Plate Spans ........................................................(Table 9)..........................................3 ft 0 in. <_ 11' Q Full Height Studs no. of studs 3 Q 9 ( )...........:.......................(Table 9)...................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..........................................9 ft 0 in. s 12' Q Sill Plate Spans.........:....:...................:........................(Table 9).................................. ft_in. s 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"s 6'8" Q Sheathing Type..............................................(note 4).............................: ::.......WSP Q .................. Edge Nail Spacing 9 p 9........................................:(Table 10 or note 4 if less)..............................3 in. Q Field Nail Spacing....................................I......(Table 10).....................................................12 in. Q Shear Connection(no. of 16d common nails)(Table 10).................................. ........................4 Q Percent Full-Height Sheathing.......................(Table 10)......................................................59% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2...................:........:.....:..................................6'-8"<_6'8» Q Sheathing Type....:......................................:...(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).......................................................31% Q 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... N/A Wall Cladding Rated for Wind Speed?.................................................... Q i 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).......................................L= lb. N/A 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 ITHE OSPREY MODEL COTUIT MEADOWS;MEETS THIS 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 1.1. 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 i AWC Guide to Wood.Construction in High Wind Areas: 110'mph.Wind Zone . Massachusetts Checklist for Compliance (7so CMR 5301.2.1.1)1 -WHSN THIS EDGE RESTS ON F7iAlMING USE8d MA24 . i! Ir 1./ 1 it 11 11. 1 .11 I r 13 O JY 1_1 n ¢ rl �11 06UME EDGE r I MAILSPACING 1 i PAN_E_E d 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 (7so CMR 5301.2.1.1)1 a } i Z Q ' , i is ti i m aEd tl a I Ii i FRAMING MEMBERS EDGE WTERMEOIATE z I iv ---L- STAGGERED WL PATTERN iw PANEL PAWL EDGE DOUBLE MAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment .egulAtory Se�•y1ees saxnsrr.� ,a Thomas Fa Geiler,Director cuss. ' BuRdincr Division. Tore Perry, Building Commissioner 200 Main Street, Hyannis,NIA 02601 wR-r7.town,b arnstable.ma.us Office: 508-862-4038 Fax: 50E--790-6230 Proper Lv Ovme' r Must Complete and Siop T his Section If Using A.Bui.&r F/t J-2 V�St , as Owner of the subject property herby authorize _ _ to act on my behalf, in all matters relative to.work authorized bythis building permit application for: , (Ad(hress of-fob) (SignaleOwner Date Print Name i Q;FOF NN S:O'V,rNERPT-RA4ISSIO'N i y, Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 r� BRUN T IDACRY; PO BOX 95 :yR CENTERVILLE MA 02632 is a Expiration Commissioner 04/19/2016 6 Department ofIndustrial Aceide;-rfs CjTrce of Lvesdgati ons 600 Mashing-fan Street Bostai;MA 02111 &7,v.w Tyi wss.govldla Workers' Compensation Insurance Affldaidt: Bui-ld�rs/Contracters/FIectrician.s/P-I-.ambers App-Hearst formation Please Print Legibly NaM,C (Busi-aess/OiganizaLion/Indi-viduai): jC7;� /WC Address: City/State/zip:PEU04s VILE AfAr Phone#P. Are YGU an employei?Check the-Appropriate 1)7pe of project(required-): 1.El I am a emp 6. New construction ploy,—,,�Rl 4. N�ara a general contractor�-ad I employees (fall and/or p aTt--dmq)' have hired the sub-contractors ❑ Remodeling 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet.I ship and have to employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition 5. El W6 are,a corporation and its [No workers' Comp.insurance id.F-1 Electrical repairs or additions required.] officers have exercised flicir 3.❑ 1 am a homeowner doing all-work: right of exemption per MGL 11.❑ Plumbing repairs or additions myself[No workers' comp. c. 152, §1(4).and we have no 12-❑Roof repairs insurance Teqrequired.]-1 employees.-[No workers' 13.0 other comp.insurance required.] *Any applicant that checks boi#1 must also ffil out the section below showing their workers'compensation policy inform Lion: I Homeowners who,submit ilis affidavit indicating they are doing all work and theii hire outside tontract6rs must submit a new affidavit indicating such. tContracto-rs ihat check this box must attached an additional Isheet showing the name of the sub-contrabtors and their workers'comp.policy inforxna—tion. .1 a m. =employer that is providingwark-ers,compensadon 17sseura.rcafar my enfp-loyees. Below IT the policy and job see Insane Company Name: -7-)tj� Expiration Date: -t L Policy#or Self-ins.Lic.# Job Site Address: I �S state/zip: Attach a copy of th.e—workers' corapensation polidy declaration p'age(showingthepolicy nunLber and expiratiGn d e). F affilre to secure coverage as required red under Section 25A of M GL c. 152 can lead to the,inap o s ition-o f zriminal penalties of a fine up to$1,5 0 0.0 0 and/or one-year fi np ris onmen t as well as civil p en alti es in the foam of a STOP W ORY,ORDER and a f-M, e of Tip to$250.00 a day.against the vdolzatm RP advised that-a copy of this Mtem6nt maybe fbrurarded to.the Office of Iuvestigga'dons.of the DU for insurance coverage verification. I da hereby C81 dwpains andpeiralfles ofpeiYapy rhi-at the inforinadanpi,,ovided above is true&-nd corl-CC4 5-D ate: Phone 4T.- Official use Only. Do Plot wriYe in TUs are-,-,, to be cmutpleted by city ar fV14"n offrCTa City cir Tavim- Issuing Anthoirity (drele rine): 1.Board of Health 2.Buildhi-, D u-paxtraeant 3. CftylTowa Clerk 44.Elea-rics.1 h-m-pector S.Plam-bing Imp,ector C.Other Cont,-16t Person- Phone 4: Subcontractor's Insurance 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 08/01/16 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 09/01/16 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 10/01/16 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 07/01/16 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 07/01/16 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 10/01/16 Chaves, Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/01/16 Christopher Costa&Associates, Inc. 01/22/08 08/27/12 02/06/07 12/01/16 Coy's Brook, Inc 508-394-8442 04/24/04 04/24/13 09/21/04 08/01/16 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 08/01/16 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 09/01/16 Jeffrey Lauder 508-221-1046 12/09/06 04/05/12 DBA-N/A 10/01/16 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/16 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 11/01/16 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 11/01/16 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 . 10/01/16 Wood Floor Specialists 508-888-3958 02/03/08 02/03/13 02/03/08 09/01/16 1 I Town of Barnstable 1ARN31'ABIB. • _ i . Building De -200 Main Street m 9 Department P , OrenMa+"� Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-16-541 CO Issue Date: 9/8/2016 Parcel ID: 002-002-082 Zoning Classification: RI Location: 165 PHEASANT HILL CIRCLE, Proposed Use: COTUIT Gen Contractor: BRIAN T DACEY Permit Type: Residential - Land Comments: Building Official Date: BUILDING DEPT. ©p J 06 i� Ni�` �ri!a SEP 0 8 2016 -- TOWN OF BARNSTABLE - �'I`,1-,_.tFI)SfItt .�'f\l:i I' 1 1 : ..T$ ILStiLAF!,CMCrRil (s 10N-PERIFCC 303.1.1 BA7, F iNSULATiC:tN Exterit5--r��-�^^ti•a!is.: Type: C�` U R-vaiue: l� Exterior Lf T� �S - a ,s Ut17er Type: L-A, interior Walls,/Stairwell: Type:---_ F base ne t eibrg- _ r'iat Lel!n��; Type: R.va!Ue, i Sloped — ryPe Vo!Ue:: l f3LO+�'ra iNS�t?T!JN (i�tPCLr, Exter�ibr wa!is_ Type: t I Sett pd l hic%Tess. b1st !led thickness: lSelci�dF +/a.u2: C O\-'6r3g,-' ,+rea, _ _ ^ir�talier d nsity. Ciat Leltl, L ! '`JD .� Sett,.ed I,ntital!�r ft�rc#u:��s 1 hick,�ss: n!13F: �j led Cov?r-age Ale Z6 _ y—/ 5 u�rl5ity.__::..__—_ N.:rlt er or Sag; - y � _5 .—�1d ,+rr,+,: a ei• &-u- ZS Set€led T4ic - gsta!Ie.d thickrress,_,.� �kn� s.: I ' -SrC 5�,(}kU t Lrul !Q ...Instal ed c''rfsi�y _.F Cb'v6.rage,1r ,,. — �,o ri _ U�t�_aq���� Stcl d .j lltllll �-OdU.Ct. _ 3' _ I Home Energy Rating Certificate Property HERS Bayside Builders Rating Type: Confirmed .Certified Energy Rater Andrew Popielarski 165 Pheasant Hill Circle ` Rating Date: 09/06/2016 Rating Number: . 21318 Cotuit, MA 02635 Registry ID: 854281464 - Estimated Annual Energy Cost- Use MMBtu Cost Percent HERS index: 55 Efficient Home Comparison: 45% Better Heating 25.5 $703 35% General Information .:. . : Cooling . • . 8:5 $154 . 8% Conditioned Area 2105 sq.ft. House Type _:. Single-family detached Hot Water 3.3 $155 8% Conditioned Volume 21012 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.2 $1016 50% Bedrooms 3 .. 0% Photovolta°cs 0.0 $ 0 Service Charges',. $0 0% Mechanical "Systems Features' Total 58.5 S2028 k 100% Heating: Fuel-fired air distribution, Natural gas; 95.0 AFUE. Cooling: Air conditioner, Electric, 14.0 SEER. _ Criteria 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 41.00 CFM25 - _ 2009 International Energy ConservationCode Ventilation System Exhaust Only: 82 cfm, 23.0 watts. r 2012 International Energy Conservation Code Programmable Thermostat Heat=Yes; Coot-,Yes- Bt1lLDiNG'pEPT._ . Building Shell Features P Q�'2 SE 016- Ceiling Flat,,., R-40.0 Slab None.: Sealed Attic NA Exposed Floor R-30.0 TOWN OF BARNSTABLE Vaulted Ceiling. R-30.0 . Window Type U-Value: 0.300, SHGC: 0.310 Above Grade Walls R-21.0 Infiltration Rate Htg: 932 Clg: 932 CFM50 Foundation Watts- R-0.0 Method Blower door test Certified HERS Rating Company Energy Raters of Mass Lights and.Appliance Features 180State Road Suite 2 upper Percent Interior Lighting 90.00 Range/Oven Fuel Natural gas Sagamore Beach, Ma. Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 888-503-2233 . Refrigerator (kWh/yr) 633 Clothes Dryer EF 3.01 Info@energycodehelp.com Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 70.40 Certified Energy Rater: REM/Rate - Residential Energy Analysis and Rating Software v14.6.4 This information does not 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. TempParcelEdit Page 1 of 1 WMA Logged In As: Wednesday,January 16 2008 Frank Schlegel New Parcel Application Center Road System Reports Road System The record has been added. New Parcel Detail New Mapparcel: 002 0.02..........i 082.......... Street Number: 165 Unit: Dev Lot .LOT 82 Road Name: JPHEASANT HILL CIRCLE ` T/R 3' Sec. Road: T/R:' Villlage: 07 Cotuit Part of M/P: MAP 002 PCL 002 Plan Ref: jPLBK 617/69-75 (APP 7-62) Date Added: Updated: lJpdafe ; �44D`elete dAthle R i httn•//i c,,vn l?./Tntranet/Prond a.ta/TemnPa.rcel Edit.asnx?TD=Add 1/16/2008 C� Foundation Certification in Barnstable, MA Prepared For : 165 Pheasant Hill Circle Cotuit Meadows Subdivision of Barnstable Assessors Map: 002 Parcel: 002-082 Baxter Nye Engineering & Surveying Zone X (unshaded) ® FIRM Community Panel Number 0250001 0539 J 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 7$ North Street, 3rd Floor Book 23161 Page 59 Hyannis, MA 02601 Barnstable Zoning Board of Appeals No. 2005-082 ® Deed Book 21059 Page 158 Phone — (508) 771-7502 Fax — (508)-771-7622 Minor Modification No. 1 ® Deed Book 22249 Page.282 Scale 1" = 20' 03-25-2016 Job Number: 2005-214 HILL CIRCLE pHEASAN 83737'13" E 20.01 = 01ti Zc ' ' \rl C—A O J N '0 O c+! O ran Z rim m v?r-C ni o y N/F COTUIT EQUITABLE HOUSING, LLC 0 07 DEED BK. 21804 PG. 41 U; N N m PARCEL ID: 002-002-081 0 NBC ca Z o 90.31' rr N 83-37'13" E w 24.0' 22.2' z o ,'► 4.3' o 16.0 0 15.7' •1.. d N N O� � O � N: EXIS FOU 6.0' W 11NG LOCq 1FD 03 NDq nON 5 5' /24/16 2.0 m 25.1' zo 47.3' 2.0 1 f � N N O? W N Ot LOT 82 16,199 S.F. 0.37t ACRES 120.17' N/F COTUIT MEADOWS HOMEOWNERS 821 7 • W ASSOCIATION, INC.' DEED BOOK 23161 PAGE 59 PARCEL ID: 002-002 OPEN SPACE I 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 �OF 4 BARNSTABLE ZONING BOARD OF APPEAL No. 2005-082 (DB 21059 Pg 158) IS LOCATED IN RELATION TO PREIMETER MONUMENTS SHOWN PER EXHIBIT "A" (DB 21804 Pg 45) AND IS NOT LOCATED WITHIN A SHAME SPECIAL FLOOD HAZARD AREA. R` ® MALLON THIS PLAN IS NOT TO BE RECORDED NOR IT TO BE USED TO ESTABLISH PROPERTY LINES. cs No.48637 PESB����q. SUMI, REGISTERED PROFESSIONAL LAND 'SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE • V SMOKE DETECTORS REVIEWED " 31�1,6 `"w T B UILD4NDEPT. DATE FIRE DEPARTMENT DATE 1■■I BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ow Em w ` w Q MIPH Tr _ Lu Ll 0 0 oo U I w - ���� w o N FRONT ELEYATION jj)co SCALE: I/4" I'-0° Lu# tu OW Lu _ 1 SHEET JOB: 1605 DRAWN BY: KW DATE: 3/I1/I6 - M w 1 i FT w MEN FFr ® ® U) E EE ED H FT Tr ITT U J-L 11 fn Z o � (nnQ o W# w �- � � Q LU r_ LJ LL---.--- L—J--------L_J—.--.---.— m �° w W REAR. ELEVATION SCALE: 114" = I'—O" SHEET A2 JOB: 1605 DRAWN BY: KN DATE: 3/11/16 V Z r. w x ICI FIT 11B Go] w w � Q RIGHT ELEVATION L---J SCALE: 114" = V-0" 111 V Z 11 I w 0 � z �#� BMF ~o- w_ �� � -1 W _ W U m tr �q S14EET A3 LEFT ELEVATION DRAWN BY:JOB: 1605 SCALE: 114" I _0" DATE: 3/I 11 I/I6 4'-O' 32'-2 I/4' g'-8' 16'-1 3/4' • - 9'-2 I/4° B'-I 3/4°... ... p l AZEK jG B w DECK _ A o m r o N F IL- vi 1][D,.POWDER RM o .. L DINj J OAK PED II o INN 3/4'x46 3I4' 1 Q � ® C�O � : MASTER � M n L---J m KITCHEN n1 BED RM n w. - '-O I/2' �'N� D 52 2� OAK 'I —————— L3O 5 3oOUT I � � I � � � (3) AW251 � T*i � 2Q a 28.7/8'x28 7/8' W _ - 1 - _,j W K4I o (4) AMSI i ii 1 1 F. OWN n io 28 7/8'x28 7/8' Diiii ®_ ® I m N _ 1 '-4 3/4__..3'-4' 3'-10" 2'- ' _ O o FAMILY RM n - II - 1 - -8' -O 1/2' 9'-3 J/4' II - 4x x.25N 2A o —————————————————— WIOx45 $7 EL ABOVE�FLUSH � - a0 m x4x.25 TS 1 LIN i TI HALF WALL ��// 1 RnTeD I L ASTE m BATH TILE T : WIG 0 2$ Ie'_O' LIVING RM m oP N�o OAK m �. LITE 1 AE _ w 1 U I _ Z 1CN I - 1 m3Q Q _ W 3 I � 1 n Q 6 cO LLI Z o AI A E I 6 1t1!# 3 _ 1 _ 3'-3 I/2" 7'-6 1/2' 5'-2' tIN 24410 16'-O wmJ 30 1/8'x60 7/ - F : Ljj U 1 SHEET AA4 2'-3' 9i_Ol gi_Oe 2i_3u 5'-0' 6. 6'_3'24'-0' 241-011 FI 'p ST FLOOR PLAN DRAWN BY: I60 KW —Al 1 " = 1'-0" DATE: 3/11/I6 _ •• V 51-9 3/4° 14'-4' 4-7' w w 01 2Q CLOfiET LU 2Q 5' KNEE WALL BED RM #2 o' SIG `� o i CARPET 2 4 - w •� MIN F s = 2Q t0° � M 2fe [21k 2Q 2Q 4 1/ ' 13'-3 I/2' 8-8 1/4' 3'-6° 3'-b' - OMNI TW 24410-2 - . 9'-5 9/16° ul 2� .. - 60'x60 7/8' - m (3) 2■e FLusH E DN SED RM #3 cmv . in - LUSH ABOVE CARPET ' ... TV BATH #2 o c 5' KNEE WALL iv LINi�I ¢ - 2 ® _ - - F/L - OPEN TO ... BELOW 2X4 CHEEKS - O H .. U _ Ca N CO W Z W# � Q m � _ lil V o _ _ SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" SHEET 8,-q- W-00 24'-011 24'-0' 16'-01 JOB: 1605 DRAWN BY: KW DATE: 3/11/16 ———————————————————————————————————- 2'-0'I 25'-5°. j 32'-7'. - • . .. 5—4 _6Y � 2PT-2x10 GIRDER � 121_0" g1_9n 51 6x6 P.T. POST. - j GALV. METAL POST ANCHOR j 12' "SONO TUBE' CONC. PIER i t BF28 — x I r. j LEDGER BDJQyl r S2� 5/5 LAG BOLTS : �'.T.O l I ------- 6 O.C. ---------- — — — --- ---- -- ----- —� -- — -- -- — -- .. .. .. .. (3) 2x10 HDR ..�=._.(3 —2x10 HDR /RIM'JOIST /RIM JOIST I E I I DROP T.O.F. TO 48'_. i F I s I �. F I a I S I I Ir 0 J I 8'x7'-9" CONCRETE WALL a TW 2432 IWAO■ CONTINUOUS FOOTING v — FULL BASENENT s t u , J " .. I 30 I/8 x 40 7 _ v I J _ 3 1/2 CONCRETE SLAB I — 6 MIL VAPOR RETARDER - ro '-0" 4'-9'. 7'-0°.: T-0° 9'-9' .. 9'-9 1/8' W-10 7/8'- 6'-5' 6'-5' i DROP T.O.F. ~ . L TO 48'777. p J ; I IBM I. _I s, PKT IL —f- r �, I o �// q 1/2' LVL GIRDER I x48'x12' CONCRETE PAD 3 1/2' DIA. STEEL COLUMN I " 36 x36 x12 CONCRETE PAD s _ y - a. 8n�_9t CMG RETE WA co r ———— II( II °�OFFSET 16"x1O" CONTINUOUS FOOT G p q, AT DOOR. WALLS -�.v,r _ :,. .:.,i" .,...� :c .....,.�- I W 31 ------ - :24'-6' o. Q I � � N 3 4 OFFSET ( ———— -- ———————— — -- — p I' DEEP CONTRACTION JOI ITS ALIGN I o CD W I SAW CUT WITH A EARLY ENTRY STUD *; I' k#. v In o I WALLS S # W Z J I GARAGE I ` I — ~ Q:. I 4' CONCRETES — I I W/ 6 w/6 MIL VAPORRETARDER I s" I j 8'x3'-9" CONCRETE WALL NOTE AN NO a m . _ I 16"AW CONTINUOUS FOOTING EMBEDDED 7 BOLTS" .- W O o SPACED 32" O.C. Y I 112" FROM CORNERS o .:[ I I 11 WASHERS 3"x3"xi/4 w Ix I I YI _ _ I DROP DROP FOUNDATION FL N 4 WALL WALL I SCALE: = 1/4" I -O" AT DOOR AT DOOR Vn L ------- -- -- J 1 1 - 24'-0' - - 151_yn 41-0. 41_311. 161-0" JOB: 1605' 64'-0' _ DRAWN BY: KW- DATE: 3/I I/16 ra w low w RIDGE VENT —RIDGE VENT 2x12 RIDGE 2x12 RIDGE RIGID WIND WA5H BARRIER REGJIRED . AT EXTERIOR EDGE OF EXTERIOR WAL TOP PLATE 12 BLOCKING W-0'O.C. 12 2x8 5 0 16 O.G. -35 INSULATION (BAYS SFROM GABLE WALL T TWO J015T D RAFTER 280# A5Pr1ALT 5HINGLE5 12 ~ OVER 1/2 COX PLYWOOD 0 n 280# AS T SHINGLES UNFINISHED - - OVER 5/8 GDX PLYWOOD STORAGE 10 RAFTER o 16' a B D RM . —'HURRICANE CLIP' _r -' w - . 30 PSF FASTENERS AT ALL 'o 2 X 10 RAFTER 6 I6' ,OC . .. .. - RAFTER / TOP PLATE - 51MPSON 142.5 �. JUNCTIONS TYP. FASTENERS AT ALL 2x10'S 0 16' O.G. -FASCIA HEIGHT TO MATCH HOUSE - 2x10'O B IW C RAFTER / TOP PLATE JUNCTIONS TYP. Now SOFFIT VENT VENTED DRIP EDGE STEEL BEAM - - R-21 INSULATION - MASTER - - 2—GAR GARAGE \ 2X6 5TUD5 i-.24' OC v .MASTER BED. BATH : ;ALL WINDOWS TO BE ANDERSEN WINDOWS - .. co 2x68 6 24' OC WHITE CEDAR SHINGLES OVER 1/2' CDX PLYWOOD - - 4' CONCRETE-SLAB - R-38 INSULATION 2xI0's 0 16' OC - s O 1 3/4' x 9 I/2 LVL GIRT 3 - v DROP BULKHEAD T.O.W. 6' 8.x46a GONG. WALLS Q 10'x16'CONTINUOUS FOOTING. Y 2' X 6' PRESSURE TREATED SILL ro 14'-9' 9'-3' Ell OVER SILL SEAL _ CONCRE10 TE FOOTING ,-. , CONG. WALLS 7'-9' X 8' �J,J I/2 BULKHEAD - BASEMENT Z 24'-0' f E FOOTING LLI 0 4' CON CONCRET CONCRETE SLAB - �C a a .6 MIL VAPOR RETARDER ��;{ 10 xlb — luntu fy 0 - 7'-10'. 24'-0' oi Q Z GROSS SECTION A w# � o SCALE: 114" = 1'-0" � ~ GROSS SECTION 8 +-+-� U w SCALE: 114" = 1'-0" �J (n m � LLI V SHEET 52 JOB: 1605 DRAWN BY: KW DATE: • RIDGE VENT (2) 16i LVL RIDGE 12 4e a 16 0. RIGID WIND WASH BARRIER REGIUIRED 5 1/2' +pG' 12 AT EXTERIOR EDGE OF EXTERIOR WA F�l \6 . TOP PLATE _ �a i - 5' - SIMP50N 142.5 .. R-35 INSULATION .. - FASTENERS AT ALL RAFTER / TOP PLATE JUNCTIONS TYP.. \ w BLACKING 4'-0'O.C. - IN FIRST TWO JOIST AND RAFTER \ - BAYS FROM GABLE WALL co co - 280R ASPHALT SHINGLES .. .. - : r` OVER 1/2' CDX PLYWOOD 2 X 10 RAFTER 0 16' OC 2x10'e 0 16' OG 060 1410 X 45 STEEL I BEAM SOFFIT VENT R-21 INSULATION La 0 a ALL WINDOWS TO BE ANDERSON WINDOWS coKITCHEN LIVING .• w dD (3) 2x10 HDIII Q /RIM JOIST 2x10'e P 16' Oc (5) 1 3/4' x 9 1/2' LVL GIRT ~ *i1 1° R-35 INSULATION a 2' X 6' PRESSURE TREATED SILL .. i � . OVER SILL SEAL 2x12 RIDGE a r BASEMENT r CONC. WALLS 7'-ql x e a 4' CONCRETE SLAB _... .:.........�. .....,........_ ,.....�..,.. -.,.,:.:,.... .,..,..._.::-.,.,, ....,...tea.. --..<„,, rs.,�::.�� t CQNCRE�TE FOOTING I IXR-38 INSULATION 2x12 RIDGE 2x8e 0 16' - GROSS SECTION C w 'pG. SCALE: 1/4" = 1'-0" - Z UNFINISHED a STORAGE - p N 30 PSF 3 w 0 - 2xw'5 i 16' O.G. ... - - (\(Q Z - - - STEEL BEAM LLI 0)co Lu O w m DINING v ... ` 5 1 2LLY GARAGE 2ONCRETE O - w io�(3) 1 3/4' x 9 1/2' LVL GIRTH 4 it R-35 INSULATION 4'-10' I ; - o .. A L mf m �a k SHEET BASEMENT f CROSS SECTION D S3 SCALE: 114" 1'-0" JOB: 1605 DRAWN BY: KW DATE: 3/11/16 PT 2x10's DECK 016110.c. (3) 2x10 NDRn] - -,,RIM J015T ~ w w x0s 11 610 C. J i 2x10's ~ �' I1I6I�I 2) 9 1/2° LVL GIRT N .. sw - - w w ` m Q w x N m SECOND FLOOR FRAM I NG FIRST FLOOR FRAM I NG - SCALE: 1/5" = I'-O" SCALE: 1/8" = 1'-0" . - JOINT DESCRIPTION NUMBER oP NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING U BLOCKING TO RAFTER(TOE NAILED) - 2-8d - 2-10d EACH END RIM BOARD TO RAFTER(END NAILED - - 2-16d 5-16d EACH END Lu DORMER WALL FRAMING 0 N _ - - TOPPLATES AT INTERSECTIONS(FACE NAILED) 4-I6d 5-16d AT JOINTS ^ 3 STUD TO STUD(FACE NAILED) 2-I6d 2-I6d 24,O.C. HEADER TO HEADER(FACE NAILED) Ibd I6d 24'O.C.ALONG EDGES W FLOOR FRAMING IY Q JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-bd 4-10d PER JOIST BLOCKING TO JOIST(TOE NAILED) 2-Sd 2-IOd EACH END V/E U ( 1 7 8 I E O BLOCKING TO BILL R TOP PLATE(TOE NAILED) 5-I6d 4-16d EACH BLOCK w#$ IL _ - 2X12 RIDGE LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 9-Ibd 4-16d EACH JOIST (2) 16° LVL RIDGE J 4x6 POST JOIST ON LEDGER TO BEAM(TOE NAILED) 9-Ed 5-IOd PER JOIST } V RAFTERS 2xl0s ib" df > (3) 13/4xq I/4 LVL' BAND JOIST TO JOIST(END NAILED) 9-I6d 4-I6d PER JOIST ,J BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT 11-1 0 WINDOW ~J J J ROOF SHEATHING m �— _� 0- - - - WOOD STRUCTURAL PANELS gqlz ER, RAFTERS OR TRUSSES SPACED UP TO 16°O.G. Bd IOd b°EDGE/b°FIELD W V -RAFTERS OR TRUSSES SPACED OVER 16°O.G. Bd IOd 4°EDGE/6'FIELD 6 N GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Sd 10d 6'EDGE/6'FIELD �- GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Sd 10d 6' EDGE/6°FIELD CV N OUTLOOK ERS V V GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ed 10d 4 EDGE/4'FIELD CEILING SHEATHING .. - .. .. - GYPSUM WALLBOARD 5d COOLERS - 7'EDGE/10°FIELD W WALL SHEATHING WOOD STRUCTURAL PANELS .. - .. STUDS SPACED UP TO 24'O.C. Bd Id 6°EDGE/12'FIELD N - I NG %'Y'AND ° FIBERBOARD PANELS Sd. - 5'EDGE/b'FIELD X ROOF FRAM GYPSUM WALLBOARD 5d COOLERS - 7°EDGE/10'FIELD SHEET N SCALE: 1/8" = II—O" FLOOR SHEATHING WOOD STRUCTURAL PANELS !BA I°OR LESS Sd lad 6°EDGE/1'FIELD 4 1 GREATER THAN I° IOd I6d b°EDGE/6'FIELD JOB: 1605 DRAWN BY: KW DATE: 3/I I/16 J EXTEND HDR TO CORNER - 2x6 DBL TOP PLATE. RAFTER ® 16" O.C. FULL HGT. STUDS JACK STUD - • NAIL TOP PLATE APPLY SIMPSON MSTAI5 CONNECTOR o o H2.5 ® EA. RAFTER TO BTM OF HDR - _ op W/ 2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER ® 3" O.C. TO EACH JACK STUD o o STRUCTURAL PANEL HEADER oo TOP PLATE w NAILED ad COMMON - - CONTINUOUS"HEADER - _ o o _w ".. ® 3" O.C. EDGE AND,FIELD CORNER TO CORNER .. .,� OVER.MULTIPLE.OPENINGS - .:H .. DOOR TRIMMER STUDS .. .. . . - ® RAFTER TO PLATE CONNECTION I■■I SCALE: N.T.S. 2- 5/8" ANCHOR BOLTS - w/ 3"x3" PLATE WASHERS EACH NARROW WALL SECTION DOUBLE RON STAGGER NAILIN . - - - INTO BOTH PLATES .. 2x6 DBL TOP PLATE_ - w o � VERTICAL STRUCTURAL PANEL is ff, NAILED 8d COMMON --• " .. AND O.C.-12" EDGE NARROW WALL BRACING AT GARAGE DOOR AND 12° IN FIELD SCALE: N.T.S. SHEAR WALL COMPLIANCE: - W_ 59% OF EACH WALL RUN VERTICAL SHEATHING WITH Sd NAILS 3" EDGE/12° FIELD - (4)16d NAILS PER FT BOTTOM PLATE VERTICAL DOUBLE ROW - STRUCTURAL PANELS -- H A UN STAGGER NAILIN _ Lm 31% OF EACH WALL R BREAK ON SECOND FLOOR INTO BOTH PLATES VERTICAL SHEATHING WITH RIM JOIST _ 2x6 DBL TOP PLATE 5d NAILS 3 EDGE/12 FIELD - - Lu _ (4)16d NAILS PER FT BOTTOM PLATE U Z J lU Q Lu Ll (� LLI O f] - SECOND FLOORjy �Qf VERTICAL VERTICAL STRUCTURAL PANEL STRUCTURAL PANEL _ (�co W eQV NAILED ad COMMON NAILED ad COMMON Lu# 1z O.C. EDGE - @ 3" O.C. EDGE . .. AND 12" IN FIELD AND..12" IN FIELD �-� m = JU U DOUBLE ROW DOUBLE ROW „ .. STAGGER NAILIN �� _ - STAGGER NAILIN .. - INTO BOX AND.SILL , 9NTO BOX AND SILL ,; .. II. �� -- ` SHEET 4 55 I I OFULL HEIGHT SHEATHING —SINGLE FLOOR ®FULL HEIGHT SHEATHING —I"IULTI FLOOR SCALE: N.T.S. SCALE: N.T.S. JOB: 1605 DRAWN BY: KW DATE: 3/11/16 y i3GENERAL-L3OTES: -- G x 6 5 --- \N °:_. 1. LOCUS PROPERTY IS SHOWN AS: _____-- W ASSESSOR'S AMP 002 - PARCEL 02 DILL �RCLE --- 2. sErIMS. FRONT = 20' "S -s — -63.06 Q 3. UTILITY INFORMATION SNOW a to' SHOWN ON PROPOSED SUBDIVISION P1ANS. O� 4. COMMUNITY PANEL NUMBER: 025551 0021 D 63.t0 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. AREA OF MINIMAL FLOODM. .----- E/D /DC 5. ENVIRONMENTAL NOTES: SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL M _2 - -� - ---__- CONCERN. --., STOP , 01 SITE IS NOT WITHIN AN AREA OF ESTIMATED HAWAT OF RARE 00 " WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED \ ' K HABITATS OF RARE WILDLW FOR USE WIN THE MA WETLANDS �U, i NP G9 PROTECTION ACT REGULATIONS (310 CMR 10)." cp SITE DOES NOT CONTAIN A CERTIFIED VERNN. POOL PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VOW POOLS! SITE IS NOT WITH! A PRIORITY FNBRAT PER NHESP MAP OCTOBER 1, 2006 WOW HABIIATS RARE SPECIES" FOR UNDER THE MASS►ACHUSETTS OFE SPECIES ACTPECIES REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE I GROUND WATER cn , REOPME PROTECTION AREA ► �'`, ' \ + "�° ;% I. ALL GENERAL. CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY 10 THIS SITE PLAN. 2. ALL GRADING, DRNNAGGE, AND UTILITY NOTES ON SHEET C-5 FROM THE SL40NWN CONSTRUCTION PLANS FOR COTUIT MEADOWS, o + ,'� \ DATED 6/25/07, SHAH. HEREBY APPLY TO THIS SITE PLAN. JA + i i ISEWER BUILDING. CONNECTIONS: 9 \`�+ - MIN. COVER SHALL BE 3 FT. > , L - SET CLE4NOU7S AND MAINTAIN CfE4RANCE FROM OTHER UTILITIES c > AS REQUIRED BY BARNSTABLE DPW. r, 64.x i `n ` - MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL BE 2.1X. 5� A 1&0 �, �__--__ — `� ,� LOT 83 t _ — LOT 81 i , ���� \ 9 0.31 UNE N 83'37`13" �\ �-� 65. cn ,,,,,,;.9.•e...3 *�""""r` �, \\ r - OPEN SP',ACE twit A�eadows Subd dslon 831713 W \ �` i tp ' Cott/lt•Bamotable MassaChus�tts rIR/'1�1LY FOR r 20' SETBACK 64.75 COTUIT EQUITABLE HOUSING, LLC ,' � ,/ ` UNE 64.5 ---- ' 65.2 ' /� P 06 BOX s. ' .p 22• � �� Can s, MA 02632 :'+ ``• J ' m RAGE y- lltlE { _ - t 01- ---cr_'~� 4.0' 65.0 64 5 N N � .\ site plan $, Lot 82 ~ 165 Pheasant Hill Cimle OPEN SPACE INV-54.3_9_ "67.0 _r^ �- , BAXTER. NYE ENGINEERING & SURVEYING 4.17' -_'+---- PRQ,%ADE EP aiNG . x Registered ProkmioiW RD ..� D Rp ml BASIN Wj'.1' STONE En&eM aW Lod Surveyors --- -- - _ -- - SURROUN (OR `, 7$North Stc+eet,31d Floor,Hyannis,MA 02641 i� i► _N- Rp ��A(�TERNATE E IVALENT \ MATrHEW Va. IE OF 2 Phone-(50S)771-7502 Fax-(50S)771_7622 , W. CONNEOT ALL \ EDDY h VEGETATED 120 `" _ DOMMSPWTS CIVIL DEEP RAIN GARDEN N '1 1 - - LEMMINGIASIN \�` PROPOS£q �.� w .` 11` \ INV.52.45 \ 20 0 20 40 .� No.43183 (125 C.F. STORAGE} 3� O�n "���EIBACK t1NE �` �\ \ `\ �?'��`�QIST TOP-58. I '-' S7.0 "" ►� - -- `� `� \ ` sS �iG BOTT04. 1.0 x � � - SCALE IN FEET AL �Ing S.F. � C/o _ �`.�---- S.17 �`. ''0._ 7f A.C.. --BTUs INV.S�49 -__ _ ____--- S ��\ `�`\\ SCALE: 1" - 20' OA O3 -16 .5 4 J "" - 547.J- DEEP RAIN GIRD \\��, REV. DATE: REIWIRKS x' 6.� S R SE ACE Os�Q 5----- --__ -- (1Z5 C.F. STORAGE) 59 PVC TWIN SEWE , TOP; -,� LOTw822i1.0 �--'� S 183 LF740 BOTTOM-57:0 Q S _ INV.52.93 K INV.53.08 MMR EXISTING 306 LF 6" SCH S� 40 PVC SEWER S£RVSG-_ OPEN SPACE INV.53.43 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 r GENERAL NOTES: G X 63�5 1. LOCUS PROPERTY IS SHOWN AS: W _____ \N .w ASSESSOR'S MAP 002 - PARCEL 02 � HILL RCLE�y _ - --- 2. SE IMS: FRONT = 20'SIDE/REAR = 10' "S ____....5 =+63. OUP" 3. UTILITY INFORMATION AS SHOWN ON PROPOSED SUBDIVISION PLANS. 4. COMMUNITY PANEL NUMBER: 02WSI 0021 D _,- 63.10 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C. _ E/ AREA OF MINIMAL FLOODING. --'-' __-- E/D /DC 5. ENVIRONMENTAL NOTES. E/D C -- _ _ _.-__ - SITE IS NOT WITHIN AN A.C.E C. (AREA OF CRITICAL ENVIRONMENTAL ..� R6 _Z `_ __ --- CONCERN). r� STOP 6' SITE IS NOT WITHIN AN AREA OF ESTIMATED HAWAT OF RARE 00 (C WILDLIFE PER NHESP MAP OCTOBER 1, 2006 "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH THE MA WEfIANDS z PROTECTION ACT REGULATIONS (310 CMR 10)." SITE DOES NOT CONTAIN A CERTIFIED VERNAL. POOL. PER NHESP MAP OCTOBER 1, 2006 "CERTIFIED VERNAL POOLS." ++ `� SITE IS NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETIS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR10) SITE IS WITHIN A STATE APPROVED ZONE 11 GROUND WATER ` cn RECHARGE PROTECTION AREA CONSTRUCTION NOTES: I +� t Ui 1. ALL GENERAL CONSTRUCTION NOTES ON SHEET C-2 FROM THE SUBDMSION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6/25/07, SHALL HEREBY APPLY TO THIS SITE PLAN. AO 2. ALL GRADING, DRAINAGE, AND U71UTY NOTES ON SHEET C-5 FROM THE SUBDIVISION CONSTRUCTION PLANS FOR COTUIT MEADOWS, DATED 6125107, SHALL HEREBY APPLY TO THIS SITE PLAN. rn 3. SEWER BUILDING CONNECTIONS. - MIN. COVER SHALL BE 3 FT. - SET CLEANOUTS AND MAINTAIN CLEARANCE FROM OTHER UTILITIES AS REQUIRED BY BARNSTABLE DPW. 64.5� MINIMUM SEWER SERVICE CONNECTION SLOPE SHALL. BE 2.1x. 014 SETBACK UNE ;15.0 ' ,� LOT 83 -. LOT 81 CP �a11 \. `, \ 10' SETBACK UNE ` + N 63'3713" ._._ ' 65. Cotult Meadows Subdivision !r 3 \ , \' OPEN SO,ACE 63r 3" W `. 1 Cotuit•Barnstable, Massachusetts PREPARED FOR COTUIT EQUITABLE HOUSIN"iG9 LLC 20' L'BACK 64.75 ,J�/ ,�+ //� � 6 ` 64.5 .__----� P 0 Box 85 �-y . . . / 65.2 i i r • .0 221 z ' 0 64.75 + ,/ CantarYl11B►, NIA �632 OARACE - TITLE -- Site Plan 11 65.---- Y c` ' 4.0' 65 0 6�� N `� - cn �� ' Lot 82 ~ 165 Pheasant Hill Circle N OPEN SPACE pft' ft HOUR �, 6.0' & w 47. BAXTER NYE ENGINEERING & SURVEYING 1 INV=54.39_ _____________ , 2g.3' in:j - 2.0' ' RD 47.17 ^ _.._-- ---- N ---PROVIDE ( 6 DIA. x �.\` Registered Professional o, RD RD ""--. ^ yll w 6 DEEP ACHING Engineers and Land Surveyors 4,A of - •-.�....i RD rn - BASIN W��1 STONE � '• --- -fie--- -- _ -DE- - - _ -- --__ SURROUNDI (OR `, 78 North Street,3rd Floor,Hyannis,MA 02601 CK RD OL1IMEHEW TEERRNAOF AL 2 \CF) Phone-(508) 771-7502 Fax-(508)771-7622 �►DDY CONNECT ALL 0 EDDY GML VEGETATED 12" `Z" -'' N �- -- __ _ DOWNSPWTS T `�� PROPOSE No.43183 DEEP RAIN GARDEN �.- �,gw "� LEACHING`BASIN \ INV 5? 45Q 20 0 20 40 (125 C.F. STORAGg} ,I�_ ZBACK UNE ` s T _ aorta.gf o x 57.0 '1 - ', SCALE IN FEET S.F. �` / � S� -�7.37f ACR c o 1 0.17-__ - _=l""`✓ � SCALE: 1" = 20' DATE: 0 07-16 . 3 ,...•+!'119 7 W STUB NV.53.4� 9__ ._ W VEGETATED 12't\ `�`� �` --- .5 4 DEEP RAIN GARD� REV. DATE: REMARKS xi8'o4 -'" EWER sE icl cis=p.54% - ---(125_C.F. STORAGE) /59 ". pVC TWtN s TOTTOM- ( Q L�Tm82 40 SOTTOM=57r0 ` 59.0 5 INV.52.93 MINIM� � l INV.53.08 € K i EXISTING 306 LF 6" SCN.,,�'� OPEN SPACE o - 5� ' 40 PVC SEWER SERVs� INV.53.43 0: 2005 2005-214 CIVIL DESIGN 2005-214PBLOTS.dw 2005-214 �LL 4