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HomeMy WebLinkAbout0060 FIRST WAY CCU fir�St o • • n:. 1.. i'. 'vie. , t,. n ^. uW y . p . is •„w'i « n a ' ' r Commonwealth of Massachusetts S etal Permit Date: Z 7` (Ain igtfoi Permit# 13 - - Estimated Job Cost: $ 517' FFp� 7 9 ry'lo4mit Fee: $ Plans Submitted: YES NO �/�/Vcbplans Reviewed: YES NO Business License# /� / Applicants cense # / ' Business Information: Property Owner/Job Location Informati : der) Name: - // 1/A/ $ Name: )1 h Zve5 Ni 4 v,t/C( er Street: /2 Y g iD, Z9 A Street: 6 0 City/Town: (/6 1-6,)` t e City/Town: 1" h-b Telephone: 3'6 V — y//9 Telephone: cc ` g e 8 _ �- f Photo I.D. required/Copy of Photo I.D. attached: YES tNO ,h Staff Initial J-1 /A - unrestricted license J-2 /M-2-restricted to dwellingsgs 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. tzwer 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: 1145 ti, bi g h 11°hAvy 74 (jr9- c 3 6) -S i") fl d rJ ck G-c o r 6 ti P , INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No❑ If you have checked Yes, indicate the type of coverage by checking the appropriate box below: A liability insurance policy El Other type of indemnity ❑ Bond El OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner El Agent ❑ Signature of Owner or Owner's Agent By checking this box®,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General s. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type f License: By Master Title ❑ Master-Restricted City/Town ❑Journeyperson Signatu e of Licensee Permit# / Fee$ ❑Journeyperson-Restricted License Number: ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval drat lt,i. D.R.T. HEATING .& AIR CONDITIONING NA HEA Fri c -i NO' 1248 Route 28A - Cataumet. MA 02534 �lit - - Mailing address: P.O. Box 666 •`Buzzards Bay. MA 02532 ''+ e . 508-564-41.18 • 800-924-HEAT • fax 508-564.9595 PROPOSAL Submitted To: John A.Wegman Construction Date: 7/29/2016 15 Great Island Road Phone:508-888-2431(H) East Sandwich,MA o2537 Email: jwegs@comcast.net Job Site: 6o First Way,Barnstable,MA We hereby submit specifications and estimate for bid to: • Install a Lennox ML18oUH07oP36A 8o%efficient natural gas furnace w/matching Lennox CH33-3oA 2'/:-ton AC coil to heat/cool home as two(2)zones using a Honeywell HZ311 zoning system:Zone 1-master suite;Zone 2-remainder of home(Unit in attic) • Install a Lennox HC06-28 filter cabinet w/16 x 25 x 5 Mery ii filter • Install a Lennox 13ACX-o3o 23o Merit Series 13 SEER R41oA refrigerant z'/:ton condenser outside on a plastic pad • Install all new 26-gauge galvanized ductwork with Reflectix bubble wrap on the exterior using a %"air gap to create a R8.o insulation value • Install all new flexible ductwork from main trunk line to register • Seal all ductwork to meet 2012 I.E.C.C.energy requirements • Install an adequate number of supply and return ducts • Acquire Manual J calculations,sheet metal permit and blower duct test • Supply two(2)new Honeywell Focus Pro 500o digital non-programmable thermostats Special Notations:All wiring&gas piping to be done by others. Due to Manual J calculations and stretch code requirements — `- the equipment sizing,SEER rating and pricing of this proposal are subject to change WE PROPOSE hereby to furnish material and labor-complete in accordance with above specification,for the sum of Ten Thousand Three Hundred Dollars $104300.00 Payment to be made as follows: Upon Signing $ 500.00 Upon Start of Job $4,900.00 Balance Due Upon Completion $4,900.00 All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance.Our workers are fully certified by Workmen's Compensation Insurance. Authorized Signature: t14'1 4 Nat James Diede,President,D.R.T.Heating Note: This proposal may be withdrawn by us if not accepted within 3o days Acceptance of Approval:The above prices,specifications and conditions are satisfactory and are 1reb i epte• Yo .re horized to do the work as specified.Payment will be m o li above. Date of Acceptance: . Signature: , L.. ii 1 Visa/MasterCard accepted. There will be an additional . •e for credit card , ments. Please sign,and return this copy to our office. Retain the a.. Iona!copy for your re.--rds. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 800/ Map Parcel 11.5. Application _ Health Division 00 '2 Ah Date Issued //-02:1C RIK Conservation Division TOWN G;. � Application Fe. Planning Dept. '' Permit Fee ° (:)-b Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis _M L E_A_ Project Street Address 6b Fir5 Village ga.re,g17Able, Owner secc--+ IrCive C430 k Address aid Th Wk f g r4A L k Telephone @x.33) Permit Request R L1 NIA 10 exu1* ,jvot f b reA0A1 (c4et4PJ t . C>LS)i aWef f; Square feet: 1st floor: existing 870 proposed C9O 2nd floor: existing il! proposed AM Total new 670 Zoning District Flood Plain Groundwater Overlay Project Valuatio-AAO/0 E a Construction Type Lot Size L3 i S60 Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure a yZ Historic House: ❑Yes 114 No On Old King's Highway: 14Yes ❑ No Basement Type: ❑ Full 7, Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) 720 Basement Unfinished Area (sq.ft) 7S"b Number of Baths: Full: existing I new I Half: existing new a Number of Bedrooms: Z. existing ±new Total Room Count (not including baths): existing Z. new 2 First Floor Room Count y Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: )(Yes ❑ No Fireplaces: Existing I New b Existing wood/coal stove: ❑Yes No Detached garage:'existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name grL ce th I CoC Telephone Number .5'O8 e?egg- Address Z 54Disk, cti Dr, License # ©I t/gq3 E &A,vtictialv, /M 0Z 5 37 Home Improvement Contractor# t 7 S Z S Email bvJ'iICoNC, Q MSf. c Worker's Compensation # 8Li37C3--0I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 2_15 ,Sc r-v. Q , &cn Gi C; W 1 r ---' SIGNATURE 4) CO wt'P DATE /0hi ib FOR OFFICIAL USE ONLY APPLICATION # • DATE ISSUED MAP/ PARCEL NO. ADDRESS , VILLAGE OWNER • DATE OF INSPECTION: FOUNDATION — d4W.� /t3/J7i ok_o%%, 7,oP�Yn� FRAME Sdiea< o k j Z,014 IrAnne o; /3/17I2JU - h INSULATION 4?i1/S(9 /io/17/ iwi— FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING OTC PIP 0V ir/Q%Xak DATE CLOSED OUT ASSOCIATION PLAN NO. cfrThE Town of Barnstable 9 Regulatory Services Richard V.Scali,Director �! ►'� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder • 0 I, AJ _ are) • , as Owner of the subject property hereby authorize g6AL-E W 1)(QC to act on my behalf, in all matters relative to work authorized by this building permit application for. 60 Ezm ( & ble (Addre s of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant /f&I)/ 514a kgtac-, i 4),&CA' Print Name Print Name 0 0 i6, D to Q:FORMS:OWNERPERMISSIONPOOLS • } Town of Barnstable Regulatory Services /�o,THERichard V.Scali, Director //�' ►'�s-� BuildingDivision a t �►u t Paul Roma,Building Commissioner T114.41659. `�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us • Office: 508-862-4038 - Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. • DEFINITION OF HOMEOWNER ' Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official • .iql i ;`a Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire toedo such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed. 43, persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require, as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. -.... 1 • - 0 --C-7-11-45.7 CliAl F11121•157Wg417: 1114 AWC Guide to Wood Construction in High Wind Arens:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CIVIR 5301.2.1.1)1 gi Check Compliance 1.1 SCOPE Wind Speed(3-set gust) 110 mph 1.0...4° Wind Exposure Category . . .......B 1.2 APPLICABILITY Number of Stories.(a roof which exceeds 8 in 12 slope shall be considered a story) I stories S 2 stories Roof Pitch (Fig 2) c s 12;12 Mean Roof Height (Fig 2) _ii ft s 33' --..---- Building Width,W (Fig 3). Zaft s 80' so"' Building Length,L (Fig 3). ft s 80' ,..--- Building Aspect Ratio(LIW) ........._.................... (Fig 4) it Z5-..c 3:1 g.•••• Nominal Height of Tallest Opening2 (Fig 4)....................................................jr2I4s 6'8* al•-•"- 1.3 FRAMING CONNECTIONS General compliance with framing connections..._..... (Table 2)................. ...... ... ._.... _...... ........... e.••".. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 OAR 5404.1 s * Concrete . . ... .....•..........•...... .... •• .•.....•..••• • Concrete Masonry . ... .......... __AG 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only.c, Bolt Spacing-general....... .. . .. . . ...................(Table 4). . it 6 in. . el Bolt Spacing from end/joint of plate (Fig 5) ‘f in.s 6"-12"Bolt Embedment-concrete (Fig 5)................................................f 4. i n.a r g.--- Bolt Embedment-masonry...............................••••••.••(Fig 5)••••..............••••••••••••••••......•••• in.a 15" -....7.-•"- Plate Washer (Fig 5) a 31'x 3" 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55)....................,„ .... _.4 ...."-- , Maximum Floor Opening Dimension (Fig 6) 4_011eft s.1.2; Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) . . __c----- Maximum Floor Joist Setbacks. Supporting Loadbearing Walls or.Shearwall (Fig 7) 0 ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Sheaiwall... _..........(Fig 8) s d _C. ft 4.---•"..- Floor Bracing at Endwalls...................................................(Fig 9)..... .. _.. ......... .................... .............. 1....-.- Floor Sheathing Type ................................_.....................(per 780 CNIR Chapter 65)........... ...........,..... Floor Sheathing Thickness (per 780 CMR Chapter 55).... ... ..... ...- gt' in. 1,-----. Floor Sheathing Fastening.........................................• (Table 2)....115d nails at G....edge I./Zin field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5)............................ _1ft s 10' Non-Loadbearing walls.......................... _. .. .. . . .. .(Fig 10 and Table 5)................... ....,..._A ft s 20'Wall Stud Spacing ................................................. (Fig 10 and Table 5)................... 16in.s._?4"0 . Wall Story Offsets. ................ .................................... (Figs 7&8)............................................Q ft s d ..----- 4.2 EXTERIOR WALLS3 Wood Studs .,.., . .. Loadbearing walls (Table 5)....._.......................2x.- 1 ft_eel ' — ---Non-Loadbearing walls........................... ........ (Table 5).......................... ..2x a-__ ft in. ...--.." Gable End Wall Bracing 1 Full Height Endwall Studs. ... ...... . (Fig 10)........................................ ... .,.............WSP Attic Floor Length (Fig 11) _ ....diP ft awi3 Gypsum Ceiling Length(if WSP not used).. . ............(Fig 11)........................................._C,,tt a 0.9W and 2 x 4 Continuous Lateral Brace @ 6ft...o.c...(Fig 11)..... ......... . ...... ............ ...... ........ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x4 blocking...- @ 4 ft.:spacing in end joiSt.or truss bays ---- . Double Top Plate Splice Length (Fig 13 and Table 6) .1 .._. -- ___..........._,Splice Connection(no.of 16d common nails) (Table 6) - , i AWC Guide to Wood Construction in High:Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)............... (Table 7) . . f Non-Loadbearing Wall Connections Lateral(no.of 16d common nails) ...... .. . (Table 8)..................... Load Bearing Wall Openings(record largest opening but check all openings for compliance t Table 9) Header Spans (Table 9) .. ft ?)in.s 11' Sill Plate Spans (Table 9) ft in.s 1 Full Height Studs (no._of.studs) (Table 9) �` Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans... (Table 9) ft 0 in.s 12' .J Sill Plate Spans (Table 9) ft in.s 12" �/' Full Height Studs(no.of studs) ,(Table 9) i/Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 k a b s 6'8" 4...9 Sheathing Type note 4). ........ Edge Nail Spacing .... .(Table 10 or note 4 d less) 3 in. Field Nail Spacing able 10).............................. _1 Shear Connection(no.of 16d common nails)(Table 10) 4- _ Percent Full-Height Sheathing (Table 10) 5%Additional Sheathing for'Wall with Opening>6'8"(Design Concepts) a Maximum Building Dimension,L Nominal Height of Tallest Openin •g2 6 8". Sheathing Type. ...... (note 4) Edge Nail Spacing (Table 11 or note 4 if less) in. „/ Field Nail Spacing (Table 11 Shear Connection(no.of 16d common nails)(Table 11) --7---- Percent Full-Height .g Sheathing .. ....('fable 11) .,:.. .....: ......; a% �'' 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)........ .// Wall Cladding Rated for Wind Speed? 1., 5.1 ROOFS Roof framing member spans checked?- (For Rafters use AWC Span Tool,see BBRS Website) .../ Roof Overhang ........(Figure 19) A,ft s smaller of 2'orL13 _ : Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift • (fable 12)........... ........ ...U=z ilf .../' Lateral....................... ..................(Table 12) L= pif ..." Shear ..(Table 12) .....:. < S ??plf Ridge Strap Connections if collar ties not used per page 21...(Table 13) T- L' plf Gable Rake Outlooker (Figure 20) b ft smaller.of 2'or U2 Truss or Rafter Connections at Nan-Loadbearing Walls Proprietary Connectors Uplift .(Table 14) LI=41 71b. ,/' Lateral(no.of 16d common nails) (Table 14)...._................... L_ 6. .../ Roof Sheathing Type.................... ........ ..................(per 780 CMR Chapters 58 agd 59) . Roof Sheathing Thickness in a 7./16°WSP 4/ Roof Sheathing Fastening.... ........: (Cable2). _ 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 5301.21.1 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.shalt 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. 6L CDC. Co vt j :6/,y P651C1u, liC /clzth TOWN OF BARNSTABLE BUILDING PERMIT APPLICATrON Map 3 O Parcel O (c Application pp # Health Division Date Issued .5=-3/-/ fic Conservation Division N* BUILDING DEPT Application Fgi Dept. MAY 2 6 2016 Permit Fee Date Definitive Plan Approved by Planning Board TOWN OF BARNSTABLE Historic - OKH _ Preservation/ Hyannis €1440,11'n/ Project Street Address (Q 1 94 W Village NIX f a\-tdoVe Owner 14VAR,lX U Address 62 0 ILA WM disoc2q. Telephone a O Permit RequestfJf(IA.eL I Z t✓1 e4 S-j1 � -to Square feet: 1st floor: existing x proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation FWD Construction Type Lot Size Grandfathered: ❑Yes ❑ No 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: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing I new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing 5 new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil Electric ❑ Other Central Air: ❑Yes )(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: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (°.,(9-d Telephone Number 5c---0.Z Address (D g-St W License # 6Ito, M Home Improvement Contractor# Email I(f v\f 40_0D `_ef e,61 [.L° oyvv Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 5 4 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. • ADDRESS VILLAGE J OWNER DATE OF INSPECTION: • 1, FOUNDATION FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL • 'GAS: ROUGH FINAL FINAL BUILDING • DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable Geographic Information System May 26,2016 301026 • /#ss 301025 f x . , -u 301059 • ti , s #108 so149 #1941 n • • 301058 #61 A ArnF f? Id;! V h 301056 _ #45 • 301046 319002 #50 #58 yy ..,_. 319138 ..t#' .`7 Feet iI1:i ,,-,:,'444 #44 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:301 Parcel:045 boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:MACMURRAY,CHARLES W&RITA Total Assessed Value:$486100 are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%COOK,JEFFREY W&IRENE E Acreage:0.23 acres Abutters ,,a boundaries and do not represent accurate relationships to physical features on the map Location:60 FIRST WAY ✓f such as building locations. -Buffer "..r"!t r , e 11/1 .11! Iti47 10141 r • II -1k , J.., p5 Vil.g Assessor's map and lot number -..le - D. @ Sewage Permit number -c �� - -f/ /1 CONNECT TO TOWN SEWERCHE) 2nd /�e ST,House number• 60 '1St. Way AU639 • :TOWN .OF.- BARNSTABLE • . • BUILDING 'INSPECTOR - • APPLICATION FOR PERMIT TO Sliding .glass door_ l,3'X 10' deck TYPE OF CONSTRUCTION ' Wood • - Y 7/1/86 19 86 • TO THE INSPECTOR.OF BUILDINGS:. - • . The undersigned hereby applies for a permit according to the following information: Location #60 'First .Way Barnstable, Massachusetts Proposed Use • ,. R B Zoning District <R.B . " • Fire District d Barnstable 61 � / Name of Owner I /i /14�S'4/"`G v- Address #60 First Way Barnstable MA. Name of Builder .,Stanley E. ST. Peter Address ... 3..691 Main Street Barnstable • Name of Architect ' Address . Number of Rooms Foundation Exterior - • - Roofing Floors Interior Heating No Plumbing No Fireplace - Approximate Cost • 1200.00 _ • ek-i/ i I)l,f-‘ • Definitive Plan Approved by Planning Board• 19 . • Area / Q `S• ' Diagram of Lot and Building with Dimensions Fee A, . '. SUBJECT TO APPROVAL OF BOARD OF HEALTH • 1 ..�S� /1 • ;� / . ✓ 2O • , • _ ' '' J� cLec . ; - & • .• , 170 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS , , ,s/' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name " ' • • .d1/2 ' • • Construction Supervisor's License C9 D t3 a V - MASHRICK, JOHN z i ' No 29591- Permit for ' Add Deck ,, Single Family Dwelling - . r' 7. - COasi - . . Location 60 i---- x • Barnstable yf� „• Owner John' Mashrick - • - TYPeGonstruction Frame Plot Lot._ •- . , Permit Granted July 1: 19 86 Date of, Inspection 19 , Date Completed' / 1.9 r f 4I" `' 4. Sn F 1 #-� i j ,t y • ..... r Y .. a y�j • r 'c _ ' • • k' r` - I w' • { S NOTES 1. DATUM IS NAVD88 Barnstable Harbor Locus y1 - 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER 4 II PURPOSE. ., ' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING II DIGSAFE (1-888-344-7233) AND VERIFYING THE ,p�5 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ae14 ' PRIOR TO COMMENCEMENT OF WORK. ,e's' oc II 4. TOWN WATER &SEWER EXISTING V �` I0 O ' p o of `�,�� J Roufe B 4 Rood m _v 1. LOCUS MAP i SCALE 1"=2000'± o- ASSESSORS MAP 301 PARCEL 45 tP Galliik.r., 1 ► ' LOCUS IS WITHIN FEMA FLOOD ZONE X 0 •.,. 0'FRUIT 14- -INE4-ci Toy ' .i 1-: it G LOTS 108& 110 [---_al 10,000 SF ' ZONING SUMMARY I PROPOSED ,,,��,r..` 8 tCtr, 1( /ADomoN .L� ZONING DISTRICT: RB DISTRICT 1 t OfCx (P' �acj � ?94 �'� MIN. LOT SIZE 43,560 SF 1 co".z:t rr�!r CEDAR ' MIN. LOT FRONTAGE 20' v� Lp0. �T MIN. LOT WIDTH 100' / MIN. FRONT SETBACK 20' �, / MIN. SIDE SETBACK 10' MIN.� ACK 10' /" ' N MAX.RBUILD NGEAR �HEIGHT 30' ho EXISTING • DWELLING Bti 1 o \ SITE IS CONNECTED TO TOWN SEWER 744. p g licipR AY P;" o' 4 BUILDING D REFERENCES EPT. LCTFCP 138163 I EXISTING LCP 17933A SHT 1 . • 4 EXPAND GARAGE OC t 2 4 2016 EX/S7TNC pR� 100.0 TOWN OF BA_ft/ft -ROPOSED , FENCE 4 d f SITE PLAN ` OF 1 60 FIRST WAY • i BARNSTABLE (VILLAGE) a • PREPARED FOR I off.508-36 om 0 . �°� 4, rax 508-382-e88o �" Ass9c tH Asss� JEFF IRENE COOK downcope.com O F° DANIEL A. DANIEL yes\ down cope engineering inc. I, OCIVIILL 0 ^_A. m DATE: JUNE 14, 2016 t T . • , L REV: JULY 20, 2016 , civil engineers \o'PF 6a��j` �o I REV: AUGUST 18, 2016 land surveyors '% 'A E,,ua , r Fsue%c is _� 939 Main Street ( Rte 6A) l e l` i ,T. s' ,,,,4?`es'' r Scale:1 20' • YARMOUTHPORT MA 02675 DATE 'DANIEL A. OJALA, P.E., P.L.S. • f 6-00 1 f 0 10 20 30 40 50 FEET 1. . -• JI • / 3-0 24•� III 26� NAILING SCHEDULE 4-0' y 4V 44 y 40 y 4-0' y 4-0' TI 1 1 1 1 1 110 MPH EXPOSURE B WIND ZONE .', \ \ \ /,o / _ / / \ \ JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING El LI C. ® / P ROOF FRAMING: 3 b BLOCKING TO RAFTER(TOE NAILED) 2-8d 2.10d EACH END —NEW P.T.Bxe POSTS W/PVC RIM BOARD TO RAFTER(END NAILED) 2-16tl 3.18tl EACH END CASING 8 8'HIGH BASE WALL FRAMING: F \ I J TOP PLATES AT INTERSECTIONS(FACE NAILED) 4.16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-160 2.16d 24'o.c. HEADER TO HEADER(FACE NAILED) 16tl nod 16'c.c.ALONG EDGES H I 2'-0' i FLOOR FRAMING: — e • JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-6tl 4.10tl PER JOIST 1? \ 5 / 14'-0' / BLOCKING TO JOISTS(TOE NAILED) 2-6d 2.10d EACH END 13 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16tl EACH BLOCK \ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8tl 3.10d PER JOIST GAS §' 4 BAND JOIST TO JOIST(END NAILED) 3-16tl 4.16d PER JOIST y F.P. NEW Q BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 tl 3.18tl PER FOOT COVERED4 ROOF SHEATHING: PORCH \ WOOD STRUCTURAL PANELS(PLYWOOD) \--\ _ RAFTERS OR TRUSSES SPACED UP TO 16'o.c. 8tl 10d 6'EDGEl6•FIELD 9 (VAULTED) RAFTERS OR TRUSSES SPACED OVER 16'c.c. 8d 10d ' 4'EDGE/4'FIELD • GABLE END WALL RAKE OR RAKE TRUSS WIO OVERHANG Bd 10d • 6'EDGE/6'FIELD 11,01 /e GABLE END WALL RAKE OR RAKE TRUSS 8tl tOtl 6"EDGEIfi'FIELD I WI STRUCTURAL oUTLOOKERS ANDERS1 I 1 GABLE END WALL RAKE OR RAKE TRUSS WI LOOKOUT BLOCKS 8d 10d 4'EDGE/4'FIELD II OGTGIMEC •FRESCSV x ' I I _ 'ff. \ OUTSWINC FRENCHW000 \ I CEILING SHEATHING: DOOR //'' i ( GYPSUM WALLBOARD 5tl COOLERS ]'EDGE/101 FIELD '`pl ! / §/ I • • WALLOSHEATHING: TRUUR Y 1 WOOD STRUCTURAL PANELS(PLYWOOD) P STUDS SPACED UP TO 24'c.c. Bd 10d 6•EDGE/12•FIELD \ \ \I \ IJ I I \ \ 1/2'8 251321FIBERBOARD PANELS 6tl --- 3•EDGE/6-FIELD I I I ` - 1/2'GYPSUM WALLBOARD Sd COOLERS -- ]'EDGE/10-FIELD • a'— 10.1-0--——I ( L\ EXIST.J\ FLOOR SHEATHING: 1, CLOS. p___ / ' BATH FL WOOD STRUCTURALPANELS(PLYWOOD) I/ / I REMOD. 1 _ 1.WOR LESS THICKNESS 60 10d 6'EDGE/12'FIELD ,—„ 2-e n t7 al II § KITCHEN - GREATER THAN,'.THICKNESS 10d 16d 61 EDGE/6'FIELD \ — U N IIG H VAULTED I EXIST. REMOD., ,,.- 4W 4 NEW BEDROOM a GARAGE (�A �y NOTES:IIN b�1 DINING /� \ 3'�' i D•6•x„•,' IaIY aKt DETECTORS REVIEWED • 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS {STACK TALL _ VAULTED- _ I '� ®VV/ r :&DIMENSIONS S THE FIELD ll T II-'o� ruu-Down , , • � o AO I /�2J,CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 4�A� • I2 cae� I STAIR PT DETAILS,&FINISHES IN THE FIELD WITH OWNER 2x6 WlLLL, ((VV © k LAYOUT WTOWNER 1/ I s BARNS"ABLE BUILDING DE DATE r-6- ;,�a-s 4•-r TAP J,1 ) L—— J _ 3J1 ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 0 4 _ / ---- FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR n �' \ CLOS. CLOS. FIRE DEPARTMENT 4J ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS IWzu ( �� 1 BUILT-IN• CLOS. G DATE STATE BUILDING CODE,8TH EDITIONAMENDEMENT&IRC2009 O r NE W6xfi POST FROM )" CABINET RI)GE DOWN TO © DiI / 5.) 110 MPH EXPOSURE C WIND ZONE 4PI 7 'I BASEMENT(CASED) 1 N4 / b Y6•x SIP / F' PKT.DOOR 0i 2'6•x6'8' NEW —F 0- -- L —" W.I.C.r—— REMOD. / 5'4• / 4-0 BOTH SIGNS TURFS ARE REQUIRED FOR PERMITTlNl9') IOR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING 2.6'c.o.' ---•- -` -' -� - 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD / / 31— / • m �� CENTER 4 LIVING EXIST. 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY DOWN CAPE ENGINEERING N _' GAS _ vauLreO BEDROOM FOR ALL PROPOSED&EXISTING DETAILS \ 1 FP I1'4'x 13'S 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF • ALL SIMPSON COMPONENTS NEW "A4�WA L BUILT-IN ��/fC 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS �\ I]- BEDROOM CABINET Q�Ai �� TO BE 3000 PSI 13'2'x 13'10' 9 , VAULTED • ��77 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE - •BATH + 9 13.)FOLLOWULL REQUIREMENTS OF THE 110 MPH CHECKLIST SUPPLIED NEW m TQ G0 14.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" $_ A O O —— COVERED�� �� &WITHIN ONE MILE OF CAPE COD BAY PER STATE OF PORCI-{-- MASSACHUSETTS WIND SPEED MAPS \ \ --®®—�—•-- ----� ---/ ` � ��, III1113®RTANTI=,cUPGR�°►DE REQUIRED 15.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS 112 O CENTERED ONEl „ cASIAG88'IHIGHSB4 BASE PVC VS TA- VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS 0 GABLE ABOVE m STATE BUILDING CODE REQUIRES THE UPGRADING OF W/OWNERS PRIOR TO START OF CONSTRUCTION SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN 16.)FOLLOW ALL REQUIREMENTS OF THE IECC2012 RESIDENTIAL ENERGY / G-012' 6J' 2'-Y 63' 4'i 12'lij / 4'A 12' / 2'-S' 6-1 12' / 4'4C ]'d 2'-9' / 5'd' / / 24.4r / 6•-,• / / ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED INSTALLER/CONTRACTOR. 17.)ALL HEADERS TO BE 3-2 x 6's UNLESS OTHERWISE NOTED . FIRST FLOOR PLAN NOTE' A SEPARATE PERMIT IS REQUIRED FOR THE . INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL ` K. LEGEND: • I�ERMIT ROES NOT SATISFY THIS REQUIREMENT. • WINDOW SCHEDULE • .ti TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS I I EXISTING WALLS A ANDERSEN C125 • 2'-0 5/8"x 2'-4 7/8" CASEMENT • = CONSTRUCTION TO BE REMOVED I B •• •• TW2446 2'-6 1/8"x 4'-8 7/8" DOUBLEHUNG NEW CONSTRUCTION • IECC2012 RESIDENTIAL ENERGY EFFICIENCY DETAILS C " " TW2442 2'-6 1/8"x4'-4 7/8" DOUBLEHUNG • CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION D " CIR24 2'-4 7/8"x 2'-4 7/8" CIRCLE OO SMOKE DETECTOR TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) E A21 2'-0 5/8"x 2'-0 5/8" AWNING ©CARBON MONOXIDE DETECTOR FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL F TVV21046 3'-01/8"x 4'-8 7/8" DOUBLEHUNG - U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALl1E R-VALUE R-VALUE R-VALl1E G AR251 2'-4 7/8"x 1'-5 1/2" AWNING `\^y, 0.32 0.60 48 20 00 IC/S 10(2 FT.DEEP) ISIS V • NOTES: 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND R.O. • • 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 2.ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/ '\,,, OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL GRILLES.LOW-E HP 4 GLAZING W/SCREENS&STD.HARDWARE 3.REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS `� V Ea ` /0 mCOTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR • TERRORS HE DESIGNER SHALL BE NOTIFIED IF ANY - - ,J ARE SCALE : DRAWING NO. CONSTRUCTION.THE PRIOR BUILDING CONTRACTOR 43 BREWSTER ROAD! 1/4" - 1 I OHll : Al MASHPEE,MA. 02649 WILL BE RESPONSIBLE FOR THE CONTENT p� COOK RESIDENCE IN THESE OF NEIR ERRORS OR OMISSIONS. PH. 508 274-1166 COMMENCES WITHOUT NOTIFYING THE •' DESIGNER OF ANY ERRORS OR OMISSIONS. FAX(5O )539-9402 THESE OWNER DRAWNNOTED. ARE SOLELY FOR THE USE 1` -•f 60 FIRST WAY BARNSTAB LE, MA OF ARCHITECTURAL URALCOEYRIGHTP PROTECTION USEIOF DATE THESE DRAW4NGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 8/25/2016 ARCHRECTURAL COPYRIGHT PROTECTION I.. 4 }.-NEW WOOD FRAMED CHIMNEY WI STONE VENEER 94 X NEW 1 x B FLYING RAKE BOARDS WI I x 3 DRIP BOARD&1 x4SUB, ' RAKE,USE PVC MATERIAL �� ,2 NEW APSHALT ROOF SHINGLES \ I MATCH CERTAINTEED PEWREflWOOD v EXISTING • ' \TOP OF PLATE • • `\\ NEW PVC 1 x6 i ' ` C n� ini - CORNERBOARDS CARR.HOUSE STY F ` / '� _ , - - H MI ■.■■ ■■+� ONWDOOR.COLOR WH TE LE Un NEW MAIBEC DOUBLE I II _, -- — OIPPEDW.C.SHINGLES I I I 1 , --- --- mi — S'TO WEATHER,COLOR 11111E 11111E 'T� , -I'Illl . ■ a. 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I ( I 1 1 1 1 L I I I E I1I I11I111 111111111E _" II III1111 III I1I III II(ILII 1 111 L111111 111111111E I 1I11111111 1 1 ( I I I 1 1 1 1 1 1 I I L l l l I I 1 I I l 1 1 L1 11 1 l SUBFLOOR SUBFLOOfl \ I \ 7 III II I11111 1 I LEFT ELEVATION RIGHT ELEVATION wimp • • • - :IMATC EX ST. 1 1 1 II III -_ \ • I;1111 I I I I �',.,,, i F III 1111E A - 1IIIII IIIIIII 5I I l l l l - -- L I 1 1 11 1 1 I I 1 1 1 1 1 E I I I 11 L I 1 I I 1 5 ' IIL 1 , .I 1 I 1 l 1 1 1 1 1 E 1— I I 1 I I 11 1 I I I 1 L 1 a 11,1,,1,E I11,111E 1 1 , 1 1 I _ I l l l l [ IIII1111111 II.1t111I1 I11 — _—_ \ f— I 11 I 'll REAR ELEVATION NEW P.T.6 x 6 POSTS WI AZEK CASING 8 8-HIGH BASE • THE DESIGNER SHALL BE NOTIFIED IF ANY ®rz 4- COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR• ON HESEDRAWN GS PRIOR RRORS OR OMISSIONS ATOSOARDOF SCALE : DRAWING NO.: 43 BREWSTER ROAD • CONSTRUCTIONSIBLEF FOR CONTRACTOR 1/4"_ 11.0D . WILL BE RESPONSIBLE FOR THE CONTENT MASHPEE,MA. 02649 IN THESE DRAWINGS IF CONSTRUCTION ( COOK RESIDENCE COMMENCESHESRAWNGS ARE SOLEYIFOTTH �� DESIGNER OF ANY ERRORS OR OMISSIONS. PH. 508 274-1166 OF THE NOTED.NOTIFYING THE USE DATE FAX(50 )539-9402 •60 FIRST WAY BARNSTABLE, MA OF THTECTURANYPROTECTIOF . . THESE DRAW NGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 8/25/2016 ARCHITECTURAL COPYRIGHT PROTECTION 1 T r.KUIJr L,UI'l I. 1 • + • �, 3'-0' / , 2d'E / 26-8- / •2 x 12 ROOF AFTERS @ 16 o.c. ' -5/8'COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 17-0- 17-0' 8'-0' -15LB.FELT PAPER ,TA I� MULTI LVL RIDGEBEAM / / / / NEW 10.CIA.CONCRETE SONOTUBES -11'HI-R BATT INSULATION \\l• 1 2x63 Ld 16'o.c. C% W/24'DIA.BIGFOOT FOOTINGS UNDER- • -11©'BATT SLOPED NSUTATION(R•�) �1,M FT `f�f1 ` • HEATH TO Or BELOW @ FLAT CEILINGS(13.38) PLATE \ \ /� /max 3-P,T.2x12 BEAM (^ /`` SIMPSON S.S.ABU86 PoSTAASESE MULTI LRAFTEREURR CANE CLIPS ,llltl1,11,1 fl`�rllfllOARD ff FRAME ELOWIST STRAPPING NDS - • \ / \�/ - \�/ - / 12 PR6OFREOONT BELTWEEN RAFTD AT OERS �l 11,,,�, ON1xV35T RAPPING ffrIli f�EXISTING -1MND WASH BARRIERS ` ,1 ®16'o.c. �, ® TOP OF PLATE 1 aOS 4,1 s • V. TYP.WALL CONST. NEW 1.2x 8STUD5016-o.c. 2.NT PLYWOOD SHEATHING BEDROOM NEW 3.6(R•20)BATT INSUATION NEWP.T.2x1Ds4�1fio.c.W/ F 4.1R-GYPSUM BOARD " -MID-SPAN BLOCKING 3 BATH 5.W.C.SHINGLE SIDING /� - - -" I 29 SUBFLOOR-NGLYWODB NAILED - M 76.6MILI( Y VAPOR OR BARRIER C ` (�,- (O) (Q` § ` RGLUED e 8.fi BALLOON FRAME GABLE ABLE ENO WALL \ I [ I FIRST SUBFLOOR FLOOR .. 8 AND/OR STRAP ACROSS DOUBLE PLATE \ / \ / 3-P.T.2.12 BEAM \ / \ AT END GABLE a P.T.2x10 LEDGER BOARD OREWEDTO I-{zjl�jo1{�I! I I NEW2x10s@16-o.c. -�111131�1(�IjUJi SOLID BLOCKING 00 R)LEDGERLOK SCREWS '1I1 MIN. I. 18'o.c.W/JOISTS HANGERS 1 9'GATT INSULATION(R30) P.T.2x8 SILL •' WW SEALER NOTE,DROP TOP OF NEW FOUNDATION WALLS (2)C4 HORIZONTAL ARS TYP.8-CONCRETE FOUNDATION AT TOP OF WALL,2'CLAR TYP. TO MATCH NEW SUBFLOOR W/THE '7 r I T BARS 48.c.c..5-T FGRADEL60 BARS IF EXISTING SUBFLOOR,(VERI FY IN FIELD b e f l 1 AT dB'o.c.,ST FROM OUTSIDE BASEMENT IF REQUIRED), • OPTIONAL) rx ix' REMOVE N G CONC • &INFILL OPENING W/WI CONC. II / 6 4 / 6 BLOCK 4'CONC.SLAB W/ DAMPPROOF BELOW GRADE �A 6 MIL POLY UNDER • TIP.,x 18'CONCRETE FOOTINGS (- -- Wl2 x4 KEY Y MA J ji I- -- 1 •SECTION @ BEDROOM/BATH 1 I 1 • 1 1 1 L NEW 2 x 10s 316 o.c.VW I\ n 1 BILCO'C' MID-SPAN BLOCKING 1 / • BULKHEAD — q NEW SPRAY FOAM INSULATION(R38) =4 , 2-1 3Id-x 11 716"LVL RIDGEBEAM /�I FOR SOD S.F.OR LESS ALL OTHER �—NEW ACCESS 4•l 1 1. INSULATION TO BE(R49) PANEL 2x6'B@IRY.5 ,.1.7.7. 44... CONCRETE NGS 12 • \ I,- 6-4' ® P NEW 30,31),IT STEEL LALLV COLUMNS SUIPPOR CONC. TB TO REMAIN NEWr CONCRETE FOOTINGB EXISTING � �511~tll��li�\~ 'lf rrrjrjlTllrTfflrJ� rr PK BEAM 1�i - r NE 32 12GRT_T. p_�___p.��� _ _— 1 I EXIST.3.2 xB GIRT I 1 \ ` �SZti1Sttl {`rrlrlflTrl - �4 • �I_POST FROM RIDGEBEAM I +I-PoST FROM RIDGEBEAM @....-1 POST FROMRIDGEBEAM TOP OF PATE ft�t11 lTr1`_ 2x8s�16'o c. ABOVE ABOVE ABOVE �- Ni 2-1 3/4-x91/,LVL BEAM 1 J L_J L_J L_J 1 68EADBOARD d'-0' 0'-0' / w 8 RECESSED 86' bd' a EXIST. a / / REMOD. REMOD. LIGHTING BE.„1 _— CRAWLSPACE r PKT Z.• NE 3-2 12GRT O_�-__ CANTILEVERED O� NEW10MILPOLYOVER § F KITCHEN LIVING • - EXIST.SAND II 't 1 L _y_ AZEK DECKING 1.1 I �/ FIRST FLOOR = _ E' P.T.2x DECKING a.c. NEW FULLI SUBFLOOR e' NEWS.CONC.WlCONC 1!Illfif11/M UIlIlpROP I, WINDOWWDO T411 BASEMENT s ELF FTG.82'CONC. Timm- III - -- j`I�111' 3-P.T.z"OBEM1 N. P.T.2 x 10 LEDGER BOARD SCREWED TO (4'CONC.SLAB WI6 MIL }, 160'Lc.cc.BLOCKING WI JOISTS HANGERS LEDGERLOK SCREWS . . ' POLY UNDERNEATH EXIST.FOUNDATION BLOCK ` . i / / FOUNDATION 8 FTG. SOLID BLOCKING IN I TO REMAIN IN PACE THE OUTSIDE TWO I A - NEW SPRAY FOAM IMIP INSTALL NEW IO MIL POLY JOIST BANS @48'o.c. 1 N: I I \ \ \ \ INSUATION(R30) VAPOR BARRIER OVER EXISTING SANG § § VERIFY ACTUAL FOUNDATION DIMENSIONS FROM EXISTING L— --" \ NEW P.T.BLOB 16'o.c.Wl - -\ HOUSE DIMENSIONS IN THE P.T.2 x 10 LEDGER BOARD SCREWED TO MIPSHAN BLOCKING / P FIELD SOLID BLOCKING WL(2)LEDGERLOK SCREWS 7 ink 16'c.c.VA JOISTS HANGERS \ \ \ L �c/ �ws��r�.—.r rlii�i��i�r �,c_"._ i� - (a S P.T.2NITR \_�` eSECTION @ KITCHEN/LIVING NEWS'CONCRETE(SB ERT FOUND. BASEMENT ' BASEMENT WALLS W/(56 VERTICAL BARS WINDOW TV OR3-1 3/4'X14L LVLGEBEAM WINDOW AT 36 c.c.8(I)HORIZONTAL BAR ' / 4E / AT TOPS MIDDLE OF WALL OPTIONAL) 4'4Y 6-0- PA" 64Y �II` W82 X1 KEVNCRETE FOOTINGS / / / / 2x6's(A 16 a.c. _�_ 12 / 2d'-6 18'-0' / 11'-6' / �MATCH EXISTING FOUNDATION/FRAMING PLAN ' AZEK BEADBOARD • 1 CEILING W/STRAPPING flll Il: S13M'x]1M'LVLBEAM IFINBTALL 5I8'SIMPSON TITEN HD ANCHOR BOLTS AT 0R3-2 x°BEAM 48'c.c.MAX W/SIMPSON BPS 5/8-3 BEARING PLATES FASTEN TO POSTS W/SIMPSON • INSTALL FISHING UNDER PLACE BOLTS WITHIN 6-15.OF EACH CORNER AND FAST POST CAPS AT CORNERS HOUSEWRAPB DECKING TO A8'MINIMUM DEPTH.BOLT LENGTH IS IO'. NEW • LCE4 GAC SERIES AT OTHER POSTS ' DECKING COVERED ( .�`^— I o PORCH iT Ei. — P.T.6 x 6 POSTS WI AZEK FLOOR JOISTS 1111 �� CASING.FASTEN POSTS TO _ BEAM BELOW WI SIMPSON ► ii I� p,T.2x 1Ds®tba.c. AZEK DECKING ZEAX BCE EL POST ASP/CAP P.T.2x8 SILL VW SEALER INSTALL PEEL 6 STICK 3 III-1�1-1-I NEW P.T.2x Os@16''. 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SOLELY FOR THE USE DATE FAX(50 )539-9402 • 60 FIRST WAY BARNSTABLE, MA ORC THE TECTOR NOTED.AN USE THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE g/25/2016 ARCHITECTURAL COPYRIGHT PROTECTION Y . - ,. • 24'-0" 26'U' 11 Y }1 3I4•X]1l4'LVL 6 x 6 POST FROM RIDGE Oft}2x88EAM DOWM TO FOOTING II 3 A3 4 I , a^ • FASTEN BEAMS TO P.T.6 x 6 p POSTS WI SIMPSON LCE6 AT • ' THE CORNERS&AC6 AT THE�; - OTHER POSTS j I I l • FI II A3 6.:•..-rsoTHitreE 11 aILVL HDR.3K,I.1 EACH SIDE 111E1 MIMI 1■■11 O -I-\) h-D , all IF M■■■■ : ■■■■.MEMIEM II - ■I +BL94�FY ■■ ■Iti0P1I _ES 1 •• I I IL r---�'BUILT OVERROOF2x 8§NEW 4x6 POSTFROM GE �14'c.c.FORS __DOWN TO FOUNDATION I_ LIGHTWEIGHT II1L REMOVE EXIST. GABLE END ' �1 - El IWINDOW ABOVE ,,,ill NEVI/2.1 3/4'X11]/3-LVLRI. 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THE OR TO STCONTR 1/411 _ 11-0 CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT I1 MAIN THESE DRAWINGS IF CONSTRUCTION PH.(5 8 E,4-1 02649 COMMENCES WITHOUT NOTIFYING THE �� c COOK RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE PH. 508)274-1166 DESIGNER ERRORS OR FOR THE USE DATE FAX(50$)539-9402 . 60 FIRST WAY BARNSTABLE, MA ARCHITECTURAL COPYRIGHT PROTECTION THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE 8/25/2016 ARCHITECTURAL COPYRIGHT PROTECTION L