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HomeMy WebLinkAbout0132 WINGFOOT DRIVE ATZ, GU/ni 7f:e 1- an( e a . 0 fzEN ___ __ _ `_ _ ___ ___. _.__Town of Barnstable__ .� _. ____ _ __ _ a it uIllding s 1Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept lb !Posted Until Final Inspection Has Been Made. Permit ion. .e Permit ....' :Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection_has been made. ] Permit No. B-20-2101 Applicant Name: Robert Rostocka Approvals Date Issued: 08/21/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 02/21/2021 Foundation: Location: 132 WINGFOOT DRIVE, BARNSTABLE _ Map/Lot: 349-084 _ Zoning District: RF-1 Sheathing: Owner on Record: FANTARONI,ANTHONY V&SUZANNE M Contractor Name:`,.ROBERT A ROSTOCKA Framing: 1 ( 'N. Address: 132 WINGFOOT DRIVE ; Contractor License: CS-113252 2 YARMOUTHPORT, MA 02675 __ Est. Project Cost: $4,497.00 Chimney: Description: Insulation &Air Sealing. `�; Permit Fee: $85.00 I Insulation: Fee Paid Project Review Req: $85.00 Date: / 8/21/2020 Final: fir= -- Plumbing/Gas -. ,_--�r'I Rough Plumbing: _ __ �_. _-__ \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withir'six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for Public inspection for the entire duration of the Final Gas: work until the completion of the same. I �--- ---- Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five rail Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection __--- Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: • l r9. °% 'Town of Barnstable _ _ _Y _ I:' miffing ` [Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept ‘6,14;539.enIIrt9rwBLE, � �eS iPosted Until Final Inspection Has Been Made. PermiJ t Ma+� Where; a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. .1 11 Permit No. B-19-2374 Applicant Name: Francis Sheehan Approvals Date Issued: 03/23/2020 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 09/23/2020 Foundation: Location: 132 WINGFOOT DRIVE, BARNSTABLE Map/Lot: 349-084 Zoning District: RF-1 Sheathing: Owner on Record: CAMBAL,SAMANTHA MARIE Contractor Name?.RANCIS S SHEEHAN Framing: 1 Address: 132 WINGFOOT DRIVE Contractor License: CSSL-105941 2 YARMOUTHPORT, MA 02675 = Est. Project Cost: $4,500.00 Chimney: Description: Airsealing,110 Sq ft R-38 FGB to attic,300 SQ ft R-33 Cellulose to j Permit Fee: $85.00 attic, 150 Sqft R26 Cellulose to attic,78 Sq ft R-19 FGB to Basement, i Insulation: i Fee Paid:' $85.00 90 Sq ft 2" rigid to walls, 215 Sq ft R-30 Cellulose to kneewall,272 sq Ft 2" rigid to knee walls, { ,,.-11 Dater/r 3/23/2020 Final: Project Review Req: � � Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. 1 ifil Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: / Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Q ia -30 --lq � '' Town of Barnstable e l' e o ng�,, Post-Thus Card So;That rt is;Visible From the Street Approved..Plans Must be Retained on Jobiand this Card,Must be Kept x M $ Posted UntiPF„inal Inspection`Has Been1Made ` ` ;. kr -7 f =) �y �. �eJl it ear+ Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until atFinal Inspection has been made. '' Permit No. B-19-3591 Applicant Name: Anthony Fantaroni Approvals Date Issued: 10/30/2019 Current Use: Structure Permit Type: Building-Stove Expiration Date: 04/30/2020 Foundation: Location: 132 WINGFOOT DRIVE,BARNSTABLE Map/Lot: 349-084 Zoning District: RF-1 Sheathing: Owner on Record: Anthony Fantaroni Contractor Name: Framing: 1 Address: 132 WINGFOOT DRIVE Contractor License: 2 Est. Project Cost: $600.00 YARMOUTHPORT, MA 02675 Chimney: Description: Adding a wood stove in the basement to an existing chimney Permit Fee: $35.00 connection. Fee;Paid: $35.00 Insulation: Project Review Req: Manual should be on site Chimney should be inspected Date 10/30/2019 Final: before use (�� � zt L9 Lr ���(rv� c Plumbing/Gas .; � 1k Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved applfcatioIand thelapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws!and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publrcinspection for the entire duration of the Final Gas: work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building andFire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: �,; ,,,,, �. Hi Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed ` -- 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: JOB NO. B13-06 NOTES CambaLdwg FB 29-36 & 59 ZONING DISTRICT: RF-1 1. LOCUS IS A.M. 349, PARCEL 084. 2. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS (11/19/13) ON HOUSE, OR TO FOUNDATION (2/7/14). to 4. WETLAND AREA SHOWN ON 2002 DOWN CAPE ENGINEERING M PLAN NOT LOCATED. N m N/F CUMMAQUID GOLF CLUB s, j6.11 N '52" E 5232. •BB 9 235 •vo-, (c, h`" 0, LOT 174 )o. o "' o) o `- 39,922±S.F. > Scaled Location of N„N. 6 0' Proposed Septic System 2 from DCE Plan dated 3/18/02 24 l`r_ / N / 7 � „,,,, "FOUND' c�`\ ' qz, � 2. F. I NO, 30 S -- - {li18g ? ^i . T\\ C J O 1 tS6 (1, 5232if /�O 20,4, N/F �)` BECKER Q /i/k r /y Pig • I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 11/19/13 & 2/7/14. ASBUILT PLAN n. \ FOR it . 4' �a ' ; . DENNIS H. CAMBAL �A . o� JA , \. LOT 174, 132 WINGFOOT DRIVE, CUMMAQUID. MA u CADILLA;0; y FEBRUARY 10, 2014 SCALE: 1"=50' .o #3577FOR O�� ! �ss� RONALDJ. CADILLAC, PLS. RS, P.C.qN0SURV� �.• PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 2 r D 4 P.O. BOX 258 WEST YARMOUTH. MA 02673 ©2014 BY R.J. CADILLAC (508) 775-9700 ..„..:' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 91 Parcel 6 ici Application # Health Division : Date Issued /Z -14-1 3 1r- Conservation Division .Ojc 'PA---- 1OLSC( Application Fee Planning Dept. Permit Fee 0 Cl�-- Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address _ / 1- Li /I.. cod-4 Village C.'"��, �Q�visl--1 �� Owner 0 ��,n,S C?..in Address Z' l"/;h/ . -6 / Telephone 5"0.2 --3 C7 - 9 7 0 7 Permit Request C,I1 vt"-g �.)‹••S7I )017 g oe,a tTe- % ''a 6 re,ar:( Qoc .i ✓ Square feet: 1st floor: existing 9'/`-proposed /en'2nd floor: existing 37 6 .iartyp Total new 73�O Zoning District Flood Plain Groundwater Overlay Project Valuation 175, c o Construction Type Lot Size • Grandfathered: ❑Yes Q No If yes, attach supporting documentation. Dwelling Type: Single Family E Two Family ❑ Multi-Family (# units) Age of Existing Structure ' Hi oric House: ❑Yes No On Old King's Highway: Yes ❑ No. Basement Type: ❑ Full CICrawl alkout ❑ Other Basiment Finished Area (sq.ft.) �3 Basement Unfinished Area (sq.ft) o 6 Number of Baths: Full: existing new Half: existing neti Number of Bedrooms: existin g . --rs Total Room Count (not including ba s): existing 51 new / First Floor Room Count `O a Heat Type and F I: ❑ Gas Oil ❑ Electric ❑ Other `-i x Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/c al stove:❑Yet�No Detac arage: ❑ existing ❑ new size ol: ❑ existing ❑ new size art❑ existing ❑ new size_ Attached garage:�d existing 'new size _ d: CI existing ❑ new size Other: // Vprty Zoning Board of Appeals Auutt orization ❑ Appeal # Recorded ❑ Commercial ❑Yes o If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)Name kai .6r L Lam, Telephone Number d -771- 7171 Address t e,i`z5--ke �cx. >7 6,s c,, License # S g 9. F 7 li n is ny r�7,�o Home Improvement Contractor# --S�5.`� Y j ' a ;O° Worker's Compensation # '�Gz 3 /5-3 i 7 Z h 10 Y ' E i r, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /d/5/ ? h FOR OFFICIAL USE ONLY �• APPLICATION# _DPTE_ISSUED Or I,IAP/PARCEL NO. • ADDRESS VILLAGE OWNER ' DATE OF INSPECTION: J FOUNDATION.PAZ ,NDAW._':. FRAME INSULATIONA _ . FIREPLACE ELECTRICAL: ROUGH FINAL - . • . •• - • PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. • fr7 of s Town of Barnstable . ! r Regulatory Services � g rY Thomas F.Geiler,Director • a6,9 1� • 0reD Met'' - " Building Division Tom Perry,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 • I, �/e i 11) ;r s l fit,l" 6-14- ( , as Owner of the subject property 4 Ae• hereby authorize 20/ to act on my behalf, in all matters relative to work authorized by this building permit /3 -r---' I A./)>i 7 C.9-3-6' , ---) u-e.., (Address 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. tmm.�J (I-1J,, . S' ture of Owner • Signature of Applicant ,6 Mn7 J CrAc /I � / Y7 6 Print Name Print Name /0A5/, • , Date - Q:FORMS:OWNERPERMISSIONPOOLS 62012 ‘THE'b. Town of Barnstable / ''cli--,.),1- � Regulatory Services / a""r'm"B''� ` Thomas F.Geiler,Director k.......43 �ea�`� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 / www.town.barnstable.ma.us / I Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXE1V0TION Please Print i DATE:1. > JOB LOCATIO : 7 number street / village "HOMEOWNER": / nam home phone# /�1 work phone# CURRENT MAILING ADD $:\ / / . ity/town �! state zip code The current exemption for"homeown "was extended to in ude owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for ' e who does not ossess a license,provided that the owner acts as supervisor. DE ON OF HOMEOWNER Person(s)who owns a parcel of land on which she res' es or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures ac s 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 eowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shal e re ,o nsible for all such work•erformed under the buildin_ •ermit. (Section 109.1.1) The undersigned"homeowner"assumes resp./ ibility for compli• • e with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies at he/she understands the Town o arnstable Building Department minimum inspection procedures and requirements and that h-'he will comply with said procedures •,,d requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comp • ith 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 .all be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if th 1 omeowner engages a person(s)for hire to do 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 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 caret amend and adopt such a form/certification for use in your community. C:\Users\decollilc\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\QRE6ZUBN\EXPRESS.doc Revised 053012 •� a .. - . - • '` AWC Guide to Wood Construction in Higli Wind Areas: 'nph Wind Zone • • Massachusetts Check t for Compliance (rso CMRs3012.1.i),i - • . ••. Fa chi . . C rr:pliance 1.1 SCOPE • _Wind ;4‘00/ Speed(3-sec.gust)__-___._......-.-.._ _ ____..... __.._ ...._ ____._...._._..-_..._.___-.-.___..-.-:_..110 mph _ i/ Wind Exposure Category»..... Wind Exposure Category Engineering Required For Entire Project 12 APPLICAB Lrr f. • • • •• Number of Stories(a roof Which exceeds B In 12 slope shal be considered a story) 'stories 5 2 stories , -? • . Roof PBch ' (Fig 2) ____,....---..---. rt.- 5 12:12 " ) 'Mean Roof Height ___-__.._.__._..__._____.____.;.__(Fig 2)._--._._..__..____....._....______L o ft 513' Building Width,W._ _._... ....»..»..._.....___.....:.(Fig 3)_____ _____--__-_____. • ff 5 lit]' Bulding Length,L - - . Building Aspect Ratio(L/W)_________________:__.__,__.__(Fig 4). _-:..__-_.___-»...-.._-_.--_.Z-. e 5 3_1 Nominal Height of Tallest Opening' .____-..»:__._---..(Fig 4).......--_---------- 4-4 -s 6-Er .. 13 FRAMING CONNECTIONS ._ • General compliance with framing rannectlons_..._ _ .(Table 2)._ - .----___..—. • . 2.1 FOUNDATION Foundalon Walls meeting requirements of 780 CMR 5404.1 r . 1:; • . Concrete -• GonerMasonry...._....__._._._...__._..»...._ _...._......_...._...._».».__._..._...••-._..__:_»..__...». 22 ANCHORAGE TO FDUNDAT1ON1•3 ' . • 5/8'Anchor Botts'imbedded or 5/B"Proprietary Mechanical Anchors as an alternative in concrete only ,r - • Bolt Spacing-general __:.(Table 4)_...-_-..»-._..___--._-______ 5'1, in. • Bolt Spacing from end/joint of plate._._....._._......._(Fig 5)......_.__-_-w._.__._-..__ -1 in4 6'-12-. Bolt Embedment-concrete_______„________(Fig 5). .»._-__-_---_-__.__-_._.-.__ I in.t 7" • ij Bolt Embedment-masonry._._.,...__. :....._-_._.-..._(Fig 5)..__•...__t._._._._._ ._ __._ in.>_15- j ' -.• ▪• Plate Washer.-. _-_-..........____________________-.(Fig 5). . ... _.... .i 3"x 3'x 14 - •il 3.1 FLOORS ' • Floorframing member spans checked ____._._ __.._.__(per 780 CMR Chapter 55)__.__._..__..___._____. . • . . • Mamdmt rn Floor Opening Dimension ...........(Fig 5) .. _.A...ft 512' - Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) • J Mr3zin Moo r oor Joist Setbacks •• Supporting Loadbearing Warts or Shearwal..__.»-___(Fig 7) _____.._ __ ft 5 d • Maximum Cantilevered Floor Joists • Supporfrng Loadbearing Wafls'or Shearwal______(Fig 8)_.»..__..._..----............ ---...__ () ft s d FloorBracing et Endwalls_ ...... .._._».___..__.._»(Fig 9)_ ' Floor Sheathing Type _...._� _.»_____._____..._(per 780 CMR Chapter 55)......_..._......_.-. ,_ ---- n - (per 730 CMR Chapter 55) /q in. Floor Sheathing Thidmess (p' p r Floor Sheathing fastening__........_._.__»___-.._.____.:..(fable 2)_`'t d nails at (+In edge l 11.in field 4.1 WALLS / • • Wall Height d ✓/ . • Loadbearing walls..»..._.�.....__--_.-.____--_--____---(Fig 10 and Table 5)_.....___.._-_.--... aft sip' • / Non-Loacbearing walls__.�.__._.._...._.__: _._ (Fig 10 and Table 5) — I ft'5 20' �,/ ' • Wall Stud Spacing • __-_.___....._ (Fig 10 and Table 5) _......_...• in.<_24'o.c. • • Wall Story Offsets .__._.___--_..___.___.__.-__..___(Figs 7&8)._.__._...__ _._._._.____ t) ft 5 d ' -✓ . 42 EXTEI31 OR•WALLS' ' • Wood Studs . • - ,. i) Loadbearing 4ira4 (Table 5)_.. __.,2x t ft 0 in. Non-Laadbearing walls._._.__»..-._____--_--..__...-_.(Tables)__..-_._.............._.-2x 6 - ft�in. Gable End Wall-Bracing r / Ful.HelghtEndwall Studs.._..._._.___._ .__.-.-. .(Fig 10)__-._. _.-._-..._-_-__.---___--. -».-_ - / ' WSP-Afiic Floor Length :___._._.::__._-_ _. (Fig 11)_ r. ._....._ ___._.__ b ft zW/3 •✓ 'Gypsum Ceiling Length(if WSP not used)...,:_._.._.-:.(Fig 11)..._..___ _ 1.9..,ft>_0.9W - - - and 2 x 4 Continuous Lateral Brace 6 ft.a.c...(Fig 11) _------ __._,.... or 1 x 3 ceiling furring strips @ 16'spacing min.wlh 2 x 4 blocking©4 ft spacing in end joist-o/miss bays • Double Top Plate : Splice Length ___(Fig 13 and Table 6) ft 2 - .. e '� AWC Guide to Wood Construction in High Wind Areas- 110 mph Wind Zofte !`. • Massachusetts Checklist for Compliance (7so OAR 53Ol.L i.i)I '• , • Loadbearing Wall Connections -1...- . . • Lateral(no.of 16d common nails)..._..-_......_-..-:___.(Tables 7)-__•.-__--_.........._--••-- •- - Non•-Loadbearing Wail Connections L Lateral(no.of 1.6d common mil _ s)_-:.-...__ .__(Table B).---_ .-_.- _ .--._.- --. _ __—_-_.. .. j_ • Load Bearing Wall Openings(record largest opening but'check all openings for cori piiance to Table 9) f Header Spans -.--_---..-_-..-___.-._._.__ _..._.._(Tatile ) '_. ---..'_._._. in.5 1 i' ✓ . • . Sill Plate Spans -..-._--_---.__.._—.._-._.(Table 9)__..-_--. _-_--...-.. _2 Height Studs (no.of studs)__-._.___..._ --.-.(Cable 9)....._.._____----_-_.---- --. • Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) - Full Header Spans _.....•.._ .__.._._..___._......_.(Table 9)__'~. __--.._ _----_...-..�tt___in.5 12' /� -_ Sill Plate Spans.... ___-.__--.:_- .-..__ ._.-(Table 9)— ___._______._ _.__ ft in.512- ,/� .Full Height Studs(no.of studs)_..____..__. _(Table 9).__.�__.._..._..._.---.�—.--___ Exterior Wall Sheathing to Resist Uplift and Shear Simullaneousiy4 - . . Minimum Building Dimension,W • �. Nominal Height of T _.---allest Opening2 .._..__.._.___..-..-_.......... A5 6`B" Sheathing Type_._____..___._.__.___.._._.__(note 4)____.___..___.__._.--_.-._.._ •_w 5 P Edge Nail Spacing._-.......__--.-_-..._..._-_-.(Table 10 or_nate 4 if less)... __...:_. 5 in. Field Nail Spacing......___._...L...__...____. ..(Table 10)......_.. ._---..__.4(.. .._n. • Shear Connection(no.of 16d common nails _)(Table 10)___� __.__._.__ _--__-_•__- Percent Full-Height Sheathing _: - (Table 10)________.....__.--:-----...14 % 5%Additional Sheathing for Wall with Opening>6 8"(Design Concepts).-._.-_-.--... • Maximum Building Dimension, L . • • �� Nominal Height of Tallest Opening?__--... -i5 6'B' Sheathing Type_-_--._........._._-_____.._-_(note 4)..._._._..___._..__....._ ._•-•- /5 P • Edge Nail Spacing._.._-....._-_-....._____(Table 11 or note 4 If less)_._-...._-__----... 6 in. -+5/1 . Field Nail Spacing. _(Table 11)-..-..--.___.,.____._-_--__.--,..._/'r•, in. ' Shear Connection(no.of 16d common nails)(Table 11) ,.. -------- - ----•. _ . Percent Full-Height Sheathing____..---__.--(fable 11).--____._-___--___-- ._.:.---L£% 5%Additional Sheathing for WalI with•Opening>6'B'(Design Concepts)_-.__.___.._... Wall Cladding . •• Rated for Wind Speed? _,.. .... _......__...._. ---------_..__-_--.-_--_ 5.1 ROOFS • Roof framing member spans checked?._......_____..(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang M...___----...._........:(Figure 19). $q ft 5 smaller of 2'.or Lf3 Truss or Rafter Gonnectlors at Loadbearing Walls Proprietary Connectors • (Table 12}........-..._.-.... /p Uplift_._._..-.----......._ _r-_.. .._.___...___.U= If (Table 12 .__L=no pff Lateral --- )------..._-....-----........._. ._S=7�•ptf . Shear.__......___...- '(fable 12)... Ridge Strap Connections, if collar ties not used per page 2T... (Table 13).:-_ •- • • ' Gable Rake Outfooker.._..__.......:... ._.._._._.(Figure 20) a ft 5 smaller of 2'or Li ' Truss or Rath r Connections at•Non-Loadbearing Walls / Proprietary Connectors J/• V/ Uplift._...._...._.__-_ .-.(Table 14). _...._..__.._.-._...___U= 'Jb. Lateral(no.of 16d common nails)_.(Table 14) 1- J4 Ib. Roof Sheathing Type_-__.___ __...-._..____.(per 730 CMR Chapters 53 a d 59) Roof Sheathing Thickness_.___.._.._---.__--_____:.--• _._....__-_.._....._.. >7/16'WSP 77 Roof Sheathing Fastening.--.._..._....___...:- _ (Table 2). - , Notes: 1. . This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 760 CMR5301.2.1.1 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 Figure5 b. 2b Gage Straps per Fgure•11 . . . • , c. Uplift Straps per.Figure 14 . - _ 4. All Straps per Figure 17 - a. Corner Stud Hold Downs per Figure 1Ba and Figure 1Bb _ L" Exception:Opening heights of up to B ft shall be permitted when 5%Is added to the percent full-height sheathing - 'requirements shown in Tables 10 arid 11. - . The bottom ski plate in exterior walls shall be a minimum 2 In.nominal thickness pressure fr-eated#2-grade. ' r . . l• CONSTRIUCT+CPN DETAILS FOR THE: APA`NARROW WALL BRACING`METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION ' ' Outside Elevation. Side Elevation • h Extent of header(two braced wall segments) i Top plate continuity is r Extent of header(one braced wall segment): ! / required per R602.3.2 r g.. . .'s? s• �I •Sheathing filler: • • Mtn 3 tc 11.1/4'net header'4 R •�,,;, t�, w. `�,I if needed 2'to 18'(finished width) _ .cr[ _ [ 6• I'' 1. �• 16d sinker nails I ' Fasten sheathing to header with 8d common • Z ,'' (0.146"x 3-1/4") •, ,.r nods(0.131"'x 2-1/2")in 3"grid pattern as show n i (il" n• in 2 rows @ - .44 ;.. and 3"o.c.in all framing(studs and sills)tyP� i. " ti; r. 3"o.c." •, \�1,000 lb header--to- strop-strap •'j �• • 1,000 lb.header on both sides of opening 1� �� to-l• ock-stud strap (install on backside as'shown on : - S' Max. fa '` '' on both sides - • LL. Side.Elevation Ref.No.LSTA24) •"i height � �/ I •y of opening.Ref. 10' ' ,,r \Min.(2)2x4 bP %"' I No:LSTA24)II 14 Braced wall. I I I �If panel splice is needed it shall '+, l+- 1 . ., . w 'segmentper`.;� 4. I .r' �.. occur within 24°of mid-height:. - - • ' Blocking is not required. R602 10:5 I ;... • 3/8"min. �I • thickness wood • w, ,,I' structural panel • Min.width based on 6:1 No of •"" .t 1 .: sheathin •. i"'�'height to width ratio:For jack studs • , � ., ,,. g z T example 16"min.for 8'height, per table. .;4 )1, "_.",rt 20"for 10'height,etc. R502.5(182)• . (4" *c. . Mt':Y�Q' I t` I • M•I�..SZ'"' Min.2'St2"x3/16°plate.washer ,tom > • • • • �'M1'L'Y N `.a S• 1. 1t t rM -..1 1'� 1 . J 13 ! i s -c Y • i_- • C,' L` Anchor bolt.per R403.1 6 Typ Foundation per code. 'Or other code-recognized fasteners providing lateral resistance equal to or better than the prescribed nails. Not to scale I . • Note:This narrow wall branng segment meets _____ the minimum requirements for wall bracing FIGURE 2 - (racking loads in the plane of the wall). The building designer should determine what spe- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5)' • cific details are necessary to•provide a complete load path for using this bracing in the stricture. ` At comers,conned the, t• ' 16d nail at 12 o:c. two walls together as outlined in this-detail to . provide overturning. . Orientation of stud may vary restraint. . / /- Gypsum,whenrequired, l installed in accordance with IRC:Chapter 7. Wood structural panel • Assessor's map• and 'lot numb- V . .,:4 i,,,, £ - I SEPTIC SYSTEM MUST BE �; ..--I _ S '• INSTALLED IN COMPLIANCE Sevvagey!Permit number WITH ARTICLE II STATE' SANITARY CODE AND TOWN --.1--.1 *.l.' j° "i ' TOW N , OF I I. ARKS(JL A°�I��.LE 1 BAIOSTABLZ i G- 1 1, 4Asti. •Y,,, ,1.3, -" , ' SiUllitIDOilt IllOSPECTOR % ;� r w) : t • y . • �- �; � n 57 Lice WL A'� /I4 TA" �' APPLICATION FOR PERMIT TO' ..C:.r.Ol� � � /� .Z? �./ � ' ,, /� irJ l Tf/ s'd Gf3/. /71 �'a cG' TYPE OF CONSTRUCTION .1 �.C.b.... .... V r {�. 6-r`rNE ! li 19 76 L TO THE INSPECTOR OF BUILDINGS: , The undersigned hereby applies for a permit according to the following information: Location 24.r /.?.%.....k i4/6 Fc7 i D 1(/&../ cw 1.m/.. t o./.o Proposed Use ..PWEZ-4 /4 Zoning' District .... -. Fire District .l (=..VFS.TI9A'z cZ-- .�/•�!./.40.��. R.I.C`.G :.J. �.iiiii. i$ t.L f 14-Ss Name of Owner ... . .... ...... Address - 7.11414111P 4 . /V4 . /11 /?/Us775Z .4S a. ...�j I Name of Builder '/`' �� ��N Address r. iN Name of Architect Address "— —, Number of Rooms / Foundation ow Fb UiZ eb CeolieRrP7 Exierior 1145072.... '✓ /AjeL:�C.r--S Y .. 4k1c+ tTng ,g,s.p �'4li r Floors Ja�a:�/. Interior ...-.52f.6 tT 1ei<1/4 t / Heating Plumbing' / ?, BMW' Fireplace ..W/.4. .LC.1 , Approximate Cost ..027•u50 Definitive Plan Approved by Planning Board 19 . Area 0 3-02g /S ,i4.2s Dia am of Lo and Building with Dimensions Fee l ��• LO7' ' L � -� SUBJECT TO APPROVAL OFyBOAR OF HEATH 471*114 47 (PI'11° , t '17 ' 1 4 ? Li e 72 672 c;01/4 : d 2o /6,6v _.,,i--.,,vi s d,s-� z 7 (ir- zi---- • 7 2—aI hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam6::)eVf"'"- ---'i'-t..—... Ricker, Linwood • , ,.— . 18568 _ 1 1/2 story, , -- No , Permit for - ,• -- ' _......--- Single family &welling --:•-• -- / - • - t---- - . 13a W ingfoot Drive. • - --,, - -----;.,' . - , . • .. . (..7 1 Location I I, .s., , i• { a••••-' - .-../ a' i. CuM&Siklaite .--- A..x-r\5Aw,t,..-Ve -- . ...., ,...f . ---- ,, ... j- •, . 1. ..._ Linwood Ricker , f;•• - . Owneri , .,•--- . •a a•, •-•-•: / . frame - „ ,, I- Type of Construction •..• .... i .'•: p ..• .-- _ ..• ) p • I .? . , - , 1- c • i --- _,..• :,. -1- 'I ,-, - - - .--" 174 in ' -- ..-• i ,, - ,, ...- # Plot ' Lot -, i....- . r . .1 7 • ../ • k- -1 /./, , a "• t• ...,"' / August 5r r s.... I, •,? k..I., 76 ...- . Permit Granted 7/13/ 4,t, -19 -- . •;,,„.76,,&44.4 'ers44 - - __.. , ..., . . ..b- 'Date of Inspection ../41/7.6..0_44.:7.61,a_c_, <:' ,.• . .... , ...- Date Completed V-1.7M ' 19 --' •-. _- - ' _ , Z • I ., r-2-,.. , .e",• '.." ----- -c PERMIT REFUSED -, r---' '.." _,, , --,-- -.. . ., I. ..., . , 4 ,.• k„ 19 . . , . , _,,,, . <17 -1, / 1 , :°' ''' ZI, • ...- . t. .•. - , t •.- a, ., -' " — ..•-• ' -4 - (:" - '' .i • I-..- 4 r---..4 ...• . o 4 ...-- /••• . , . •••••••' ..- ./.. •- I- . .... r / ..• .• . r / .' J _ ... ^ r7. • • •' I • ./- -... • ,r• N .. ,.. f •- .a • •• , ... • . 4• Approved 19 , ', . ,• ' . . . ,- _ ...,- 1' - . • • , 9:6. 35* .„, . • ..7 . i.t.,mtt ...iitzt:y / ." t /r--ut i \ ' ,t- LOT 41,,,/ • , I 2 5 ,e F . , •, ;, ' 1 et, I . • i cb 1 4 . i ... 1iIIt 1 EX/571AJG /94- 0. - , , .. \\ , 1( T I 17 c•3 (-or / / /73 . • 69 t ,/' • '. 1,1', - [{ \ / 'r• 'N - -"0 A . 4 • . IJ/ //r4rt' • I //.' ) 1, ',7 • ,;••Y .).•• •:1 • li 11 . 2 34. "*2 ..- . ' r5a )/v/A)e,Foor- 2).--Zi-AleE . . 4-0' f2J ;+,1,otT-6. P V A V NI S/LL EZ-4-K —:-Jr4Z7'.4'16301/Z 'c2AD PLOT .P4 A A/ ,443,01zAis-7-443,Liz LO CA r/oiv: (_,CZIAtvlw acx.f-ta2.)..... _ A./ S C A 1. / _1:›A 7& _2 23 S2(;_ " L..,-: 17L .e A A/ /26 Fa CZ : a . - A /24 As .5,Licoa Ad 1.4V ' Pt.,MiNi af:ht.)1,4 23,.s. pA6.4e. /49.- /44`. 1.,:ri\ • . I AvAE64ary CR7/FY'71-/A7 7:4/4 4xy5r- . 13 1 JR. t"-4 I I -/A/6 FOUAIDAnon/ LOC:47:/0A/ /.5 402ZZE,C7',. . 4,.,, ,...... .4. ,5) `;;) • .4s 5A/opt/Ai Avt., 274)..e.t.1...coAlfirAeiuf W/rAi . 'Fs-rt.,..... 0 I • '7-4/E 494,.//1.0/A76 ..5' 746ACZ 94,,P6 otIENX5 ----„,-;-,,,,- . OF 734,47obt/A/ OF,Zita.../ti:' 7164 4 e. . !. . q, --'' --€0,3"44'<-, -1-- .,;. . j, 7/2-',)/7 • • .a:;t,Azd'i . 104.0 ..17,6-.... . :.; --)21-z. otail, SuzvevepE' — — , c,.001.ve“.. PM ttlA i A A1 CA..," I--.^ 30 4- air‘41/44044,/sr', yAziy.a 0 rimtr).e7;A-1.4. . ., TCfP FNDN. AT EL. 44.7' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) / ACCESS COVER (WATERTIGHT) TO ENGINEER. ARNE H. OJALA, PE MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6' OF FIN GRADE 2% SLOPE REQUIRED OVER SYSTEM re 2' DOUBLE WASHED PEAST. 28.0' - 29.0' WITNESS: DAVID STANTON CCU s' elev. 42.8' COURSE r--< RUN PIPE LEVEL DATE .3/14/02 J FOR FIRST 2' EXISTING 1000 _ _ - 27.0' < 2 MIN INCH "-1s �' PERC. RATE _ MIN/INCH SEPTIC -�I Il .��,��.®(1.�� .��_!"_ r..`, TANK (H- 10 ) TEE o . �.2rJ.5D' OCOC��� �0 2' 2 ENDS CLASS SOILS Pit GAS \ _ _ I 10,194 L0a'S °a`"(01 (RE-USE FLE 7: \ 25.50' = o _�o� � 3.5' 8 SIDES i 2' 6' CRUSHED STONE OR MECHANICAL _--.�..-------- - COMPACTION. p5.221 [2ll 14' -. .- `-- Q ELEV. DEPTH OF FLOW =•4' a� o 2B.2 w�BESS TEE SIZES. (I� LUVL) 3/4' TO 1 1/2' DOUBLE WASHED STONE LS INLET DEPTH =_10", A OUTLET DEPTH 14" 7" 10YR 4/2 6.3' B LOCATION MAP NTS FOUNDATION- EXIST - SEPTIC TANK 94' D' BOX LEACHING LS (RE-USE) 2 FACILITY 30^ 1OYR 5/6 25.7' ASSESSORS MAP 349 PARCEL 84 BOT. TH1 = 17.2' CI M-F 10YR 6/6 120" 18.2' . 1 i 8.2 11.4 C2 t 1 FS .. WETLAND 100' +.116 Ss 132" 17.2' �5 �A• 90 NO WATER ENCOUNTERED • • 9.6 NCO • 10.3= NOTES: T 1.1." ��' , - 1+ :.3 10 SEPTIC DESIGNS (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM QUAD MAP DESIGN FLOW: 2. MUNICIPAL WATER IC FXIST!N 440 4- BEDROOMS ( 110 GPO) = 440 GPD - " LOT 174 �s ' USE A GP3.DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER 'FOOT. 39,922t SO. FT. /41141 +1e. N9 SEPTIC TANK: 440 GPD (Z) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10, +2o.s 20.7 5. PIPE JOINTS TO BE MADE WATERTIGHT. J 20 ( USEA 1000 GALLON SEPTIC TANK (EXIST.) 3.1 2% LEACHING: 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. q + 3 �__ � 22 ENVIRONMENTAL CODE TITLE V. iv �� a 22 SIDES: 2(41.5 + 9.83) 2 (.74) = 152 ' 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. a^ \ � `_-- '�� 24.8 23 -3 41.5 x 9.83 (.74) E = q? 4/ `1.9 s `�•`� 24 _ 2 BOTTOM: = 301 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 4"''.- . 3 0`\� 25 . \�'� ?g TOTAL: 610 S.F.• 452 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT a4IDECK ^��\ ?� 24 USE (6) HIGH CAPACITY INFILTRATORS WITH 3.5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 4\S A 4 PAVED Vilr •3z4 `� J ?•�, 27.0 25 STONE AT SIDES, 2''AT ENDS AND 14" UNDER FROM BOARD OF. HEALTH. �\ 4 iIl EXIST. DWELLING ��;•;, � ;H10. PUMP 8 REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PITS 46.2 I �`, F!`� ?B ��ND TITLE 5 SITE PLAN 4- v •8 ��.� ```(pis \* as 1100.0 I PROPOSED SPOT ELEVATION OF yc i.'T? (�' 1t °° 132 WINGFOOT DRIVE �O "�� 4r = ''�' /i Go IOOxO EXISTING SPOT ELEVATION d P'=11i �� !• `� ry 100 IN THE TOWN OF: �f \ • irl -, I' PROPOSED CONTOUR A .?, ► ► .- �sP (CUMMAQUID) BARNSTABLE \\\� � 1%/ ���/ i� 67 -100 -EXISTING CONTOUR PREPARED FOR: RICHARD MORSE /� DRAINAGE PIPE FROM BOARD OF HEALTH I 1 /4. '''� CATCH BASIN \ ` ,/� AP?ROVED DATE MA SCALE: 1" = 30' DATE: MARCH 18, 2002 RE-USE EXIST. 1000 GAL. \\ t.,/� BENCH MARK - HYDRANT ON TAG BOLT SEPTIC TANK (CONFIRM • -\ �$ ' y175. ELEV. = 50.T �T ��( vVTH OF4,4 ARNE it'It't SUITABLE TEES) \ ')m �O' 0 tM or\ o`'� .cr.9A 1 I I �o+,1,tl�ARNE •���.. .. ( 9.2 - down cape engineering, inc. 8 o ��� Nq pLj�.. , NA 2634a \1.(C 4 EO ___ CIVIL ENGINEERS "s4"FCrsIEa°P�r F�JYoE*G��``` LAND SURVEYORS ° Iiawv?� -039 939 rlain st. yarrlouth, Ma 02675 l '� /�,c,.Q.R�Z ' Al First Floor Plan A2 Second Floor Plan ,y A3 Roof Plan m b I Re dence A4 Exterior Elevatio• DennisY & ASwnantha C AS Exterior Elevatio A6 Building Sections A7A8 SO Building Sections NMI { (: ! Wall ndatioSections n Plan De Foundation 2°13 NM 19 Pi. t 132 Wingfoot Drive Si First Floor Framing • S2 Second Floor Fram Yarmouth Port, MA 02675 S3 Roof Framing Plan y/� ' per.—•iev[-+.r �r ._ 517 PD 1 ' ° ' 1'`` WA Project #13-289'o - 1 al Aft 411 AMIN a` —r(�am I��PAIMINEN ' _ -- ��ti i Ill�l� ��n f • II AII o i 71111.h., 1 \,.., . _ '. � 3 aiE"� ll I_I_ lour- __ _ !It'll.-- i. r y11-11'''',..-1.-:":-:: I lllI 1 = - a1 i1 � i a ifl�emi I1i I,ii,vriii!' l �7% �® «�' —1 �I� a a z _ 1 i l( 161;[-.11: i �I1: iilra C II� ,— ! �—�OI— • �� � �� —__ ita 1 I I ! 1, `lii ,11 ---- I�, t -- .. 9 °1 I1 1 1 � _ I . r�� 1-_,..,--H,,,,-- -- -; 1u IL ; r � 3z I 1 :I:,r,,- IIIT - 1 GA ; z � p lM=11 11 -- € ' _ _€ EE ; ��_- 111 - iP- I l % ..11 I o,II _ _ . , l NI ii i.1 i m 4 1 t....--.-:,,,,.......7-:- - -,_ t, • • ®' � Ilia. ----14 AL...widimiihh..., ir. Approvals CONSTRUCTION DOCUMENTS . . Issue Date Wiles + Architects, LLC • September 155 Brooklawn Avenue Revisions ' 4 .; Bridgeport, CT 06604 I': ph: 203.366.6003 No. Description fax: 203.384.1751 - Architects is not responsible for inc scale due to printing,plotting and/c reproduction. h ) Drawings,specifications and other prepared by Wiles Architects and V '` EConsultants are Instruments of Se, with respect to this Project.This ini electronic form.Wiles Architects ar shall be deemed the authors and o respective Instruments of Service t common law,statutory and other rr including copyrights.The Instrumel not be used by the Owner or Gene future additions,alterations to this I projects,without the prior written a! Design Professional.Any unauthor Instruments of Service shall be at t General Contractors sole risk and Wiles Architects and/or their consu • LINE OF NEW DECK ABOVE e I l Cl 0 0 ' D A7 CT 0 0 = T — I Dennis & Sa , T-w-- -t Carr► ,,,° RETAINING WALL NEW 6X6 COLUMNS ON NEW PIERS O REFER TO STRUCT DWGS ':' ' , ' ' ' � ' ' ' ' ':' '''r'r '.r �-:':';, '� ,'''' ' ,r ••T T T ,T- T T 7 :Existing Patio T' � r; �-�- T ,� ❑ 4 r r '- -�.� - -�7-4 -r '-r, 4 �-i -.-fir r'1 '- �.r=�-'- '� 1 e r' +14-H-'* ti t ' 441 tsT T � yr C. •-- � i i32 `J�finrfcr REFER TO STRUCT FOR 1 t ,LL— cr FOUNDATION INFORMATION 5 r i "' • • r NEW UNEXCAVATED GARAGE. - _ I ©11 Existing Basement EXISTING UNEXCAVATED GARAGE, '• Professional S NEW CRAWL SPACE.. r. • • • r. _ \DROP WALL AT O.H.DOORS - — • U *I • A8 r u� ip it sr �,. Wiles+Af f • 155 Brook I.. ,. \\\\\\\\\\\ \\\I\\\\\\\\� �NOTE.SHADEDWALLINDICATE ri Bridgeport _l . _). e - EXISTING TO REMAIN, h:203.3E P /` • I=.1 V V I�1 Ltshhi f: 203.3E www.wiles ■��■� B Architects • • No. _ Description I�_o„ •/ ' / / m L _ , ..".a = ,, • • o Basement Pk OBasement Project number Date Sept • Drawn by AChecked by ... . Ar ' Architects is not responsible for inc scale due to printing,plotting and/c GENERAL,NOTES reproduction. 11. REMOVE EXISTING SIDING.PREPARE FOR NEW Drawings,specifications and other GYPSUM BOARD FINISH. 2. REMOVE EXISTING WALL ASSEMBLY.SHORE EXISTING Consultantslta s are Instruments of are Instruments Ser STRUCTURE. ' j 3. SHADED WALLS INDICATE EXISTING TO REMAIN.PREP withelectronic r ronpectrm.Wiles o this Project.Architects This ial FOR NEW WORK. shall beldeemed the authors and o 4. 4'-0"HIGH KNEE WALL,CURVED,WITH HARDWOOD CAP respective Instruments of Service: 5. REMOVE EXISTING CEILING AND INSTALL NEW GYPSUM -common law,statutory and other re BOARD CEILING AND LIGHTING. including copyrights.The Instrumei 6. REMOVE EXISTING CEILING&CEILING JOISTS.PREP not be used by the Owner or Gene FOR NEW WORK future additions,alterations to this I 7. REMOVE ALL GYPSUM BOARD AS REQUIRED FOR NEW projects,without the prior written a. WORK.INSTALL NEW GYPSUM BOARD FINISHED WALL. Design Professional.Any unauthor Instruments of Service shall be at 1 General Contractors sole risk and NOTE: Wiles Architects and/or their consu ALL DIMENSIONS ARE TO THAT REFERENCE EXISTING CONDITIONS ARE TO THE FACE OF FINISH. A4 • 3 , rI I u Y u NEW 42"HIGH RAILINGI EXISTING RAILING TO REMAIN New Deck D ri u u u DPI...;6 & Sa Existi a Deck Cambal Res 8' i i i -1 2 i ME DN r_A, NEW BAY WINDOW li . 111 _ 1� -- -- . ��� efi 2 41/4 �i ' - 'J�ri=imienosom ee� 1 'Li • �D Ii I� a o W. r A Wt .1 HR FIRE RATED WALL WITH Lli h 2 V V ingfoc O - _ cathedral ra ceiling _ Lr C Ex.Kitchen �._� 45 MIN RATED DOOR& l��i■ d ling I _ _ (EXTEND UPTO UNDERSIDE OF- Inlp I 1 - � Yarmouth 'MUD ROOM ROOF SHEATHING) 111 �_ IIIlir ou h PI [ I ! IIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIII��:• , L �� (I�I II II I% Elmili - IIIII�I� 1 Q i 0267E 4 II'� /I , 'r ill �= rc Ex.Den ©® e .. 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Bridgeport -- _ Ex.Bath V L `A/ Q ph:203.3E CONC APRON y1 -_ I _ mama ` V V I I t:/.• f: 203.3E t www.wlles I B Architects --- _ No. Description O 6'-0" 5'-3 1/4" 5'-3 1/4" / 4' 1 . . 65'-81/4" ....,-,.r•we- - e. >-.is'rN'!.i• A OFirst Floor 1/4"=1_0,, a II First Floor PIE Door Schedule Window Schedule Door Material Material Finish Finish - Finish HEAD HEAD SILL SILL JAMB TRIM TRIM SILL SILL Project number Level Number Width Height Head Jamb Door Frame Comments Mark Type WIDTH HEIGHT HEIGHT DETAIL HEIGHT DETAIL DETAIL MATL FINISH MAIL FINISH Comments Date Sepl First Floor 1 9'-10 1/4"8'-2 3/8" Wood Wood Paint Paint Owner Selected W1 Double Hung 2'-4" 3'-10" -- -- Vinyl Factory Finish Vinyl Factory Finish New Window Drawn by First Floor 2 2'-10" 6'-8" Wood Wood Paint Paint Owner Selected Window First Floor 3 2'-8" 6'-8" Wood Wood Paint Paint Owner Selected W3 Casement-3 wide 7'-0" 3'-6" 8'-5" - 2'-11" -- -- Vinyl Factory Finish Vinyl Factory Finish New Window A Checked by First Floor 7 2'-10" 6'-8" Wood Wood Paint Paint Owner Selected W5 Casemenl/Fixed/C 10'-0" 4'-0" 12'-6" - 8'-6" - - Vinyl Factory Finish Vinyl Factory Finish New Window Basement 8 2'-6" 6'-0" Wood Wood Paint Paint Owner Selected asement First Floor 9 8'-0" 6'-6" Wood Wood Paint Paint Owner Selected W10 Oval Window 2'-0" 3'-0" 6'-10" -- 3'-10" -- -- Vinyl Factory Finish Vinyl Factory Finish New Window First Floor 10 8'-0" 6'-6" Wood Wood Paint Paint Owner Selected W14 Bay Window 2'-8" 4'-8" 5'-10" -- 1'-4" -- -- Vinyl Factory Finish Vinyl -Factory Finish New Window Q First Floor 11 2'-8'µ 6,8„ Wood Wood Paint Paint Owner Selected Grand total:10 Architects is not responsible for inc scale due to printing,plotting and/c - reproduction. • Drawings,specifications and other prepared by Wiles Architects and V ' r Consultants are Instruments of Ser with respect to this Project.This in. Eelectronic form.Wiles Architects al shall be deemed the authors and o respective Instruments of Service f common law,statutory and other rr including copyrights.The Instrume, not be used by the Owner or Gene future additions,alterations to this I projects,without the prior written al Design Professional.Any unauthor Instruments of Service shall be at t General Contractor's sole risk and Wiles Architects and/or their consu A4 2 A7 \ 1 / • G>1 C7 - D Dennis & Sa Cambal Res �-, UI ROOF —I 1 ROOF I ROOF ' -..ram"-r. - - - a ROOF /'' , NEW 42"H.RAILING - E.i�l il. "�/2 VVingIoc ROOF NEW FLOOR TO 7___,,, 26 r .. Z -A4 r ,_ :.�1 CEILING OPG ' � y,%� --I0267� I UPPER GREAT ROOM NEW COLUMN . �, i, . GARAGE ATTIC AREA UP TO RIDGE \• NMI -�. .�> . r I al 1 - II - ` EXIST WALL W/ • 1ST e NEW GYP FINISH ass 65dr :i:: lOOR+•OPENTOBELOW 'VC F -_ LOUVER REFER TO • - ELEVATIONS I .'I,,,r r.-1_;p _ Exist.Wardrobe iii KIII 1 MEM1111•1 _ - - .. ..1 r. . 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Drawings,specifications and other prepared by Wiles Architects and V Consultants are Instruments of Ser E with respect to this Project.This im electronic form.Wiles Architects ai shall be deemed the authors and o respective Instruments of Service common law,statutory and other a including copyrights.The Instrumei not be used by the Owner or Gene future additions,alterations to this I RIDGE VENT projects,without the prior written al Design Professional.Any unauthor EXIST ROOF STRUCTURE TO REMAIN - Instruments of Service shall be at t \ PAD DN RAFTES FOR NEW INSULATION THICKNESS General Contractors Architectsand sole risk and Wiles and/of their consu NEW STRUCTURE , ' 'tt�j Lup b%, Roof 1 Roof 1 — - - - �\ ! - :7$ 16'-6, s - - 16' o ►o \ I �> �I� OPENfl •MA. ❑LJ •', III 14l _ �.1 EXISTING SECOND FLOOR, _ \. = E ttu/-NEW 42"H. i=r _ v RAILING ASSEMBLY V, - h 1.1 Nib ' 1 %O. u(z) a x11» LVL I GEARNG 'jsSecond Floor Q\ I n R I � _ Second" �1 lo COLUMNS NEW LVL ENCASED IN GYP BDI • ••,i�� g'-6" LD -. - � °-6.. 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N'iN EXIST RAILING / I `9.5"BATT INSULATION 1 • 8 DECK TO REMAIN \ CONT.SOFFIT VENT 1 I 0 - _ First Floor ..I - _ I —H ......,.. 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VAPOR BARRIER 2X8 LEDGER BOLTED TO EX,FND WALL SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"(ACI 301-95) common law,statutory and other rr w ^ 2.ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE x WITH 5/B"HOT DIPPED GALV.BOLTS 12"O.C. including copyrights.The Ier or Gene 12"CONC WALL !W!! •'_•— I ��8"GRAVEL -I III 3/4"ANCHOR BOLTS FOLLOWS: future addinot be tions,alternations to this I BASE _ I -�-= —#5 DOWELS @ 12"O,C, 8"GRAVEL-I:EL- @ 6'-0"O.C. 1 _ III— 12#5 BARS TOP CONT -III 1 1 1—III_ FOUNDATIONS 3000 PSI projects,without the prior written 1 1—III O _ Design Professional,Any unauthor 11 I 1-1 11 1— 1_ I PIERS 4000 PSI Instruments of Service shall be at t '^ -III—I I I-1-1-`l 3.ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615-GRADE 60. General Contractofs sole risk and _ i—III `I —III—I I COMPACT BACKFILL+III—I NEW CRAWL SPACE 4.DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL-1988" Wiles Architects and/or their consu I I III III III SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR -1GRADE—III III III- I -I - GRADE - III SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN \ I—III III 8"CONCRETE WALL —III _ 2"CONC SLAB POSITIONS INDICATED. - B.O.Footing \ 4t5 BARS CONT 5.MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE —I ( III III—III- =III INDICATED SHALL BE: _ II i 11-i 11II1 I i 3° Au -III_ . I —III- 1 I I tote.l . 1.--"tVAPOR0 y. 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ON VAPOR BARRIER B .F Architects ON 8"GRAVEL BASE I • PRE-DRILL HOLES IN EX.FND WALL • _ Description FOR#5 REBAR @ 12"O.C.VERT �. - PITCH SLAB 1/8"/FT SET IN EPDXY GROUT ADHESIVEI- 2"CONC.SLAB ON GRADE I" AN VAPOR BARRIER'- r _ - - - - I ON 8'GRAVEL BASE - EXIStInA Basernent v N ., - NEW 8"CONC.FOUNDATION IN-FILL WALL n - H • W/24"X12"CONC.IN-FILL FOOTING ll f ; i' EXISTING CONC.FLOOR SLAB ® 1 .. - .' TO REMAIN.PREP FOR NEW WORK y I NEW CRAWL SPACE_ / . . .1 . I - 8" 1 8 ..I i.- -IV- - I I. .'I' PRE-DRILL HOLES IN EX FND WALL- w ''n - Foundation • 18"x24"HAUNCHED FTG • REBAR O.C.VERT Foundation P FOR#5 REB " SET IN EPDXY GROUT ADHESIVE p °I 8"CONC.FOUNDATION WALL 24"X12"CONC.FTG �- I :� ` �.. UNEXCAVATED .�q'CONC SLAB ON GRADE W/6X6 i7 1- Project numbs • —L - ___ ,- ��� 10/10 WWF REINF.ON VAPOR t' '� m7T -__�I. - BARRIER ON GRAVEL BASE 1 . T I- Dare Sept m �- '. _� Drawn by L J - _- ' - ____-- : - .... - _- A Checked by - - - .. / 2.6„ / 8.0., / 2,_6„ 8'o„ / 2,8,. / - — -- -- ....... .„.......- Architects is not responsible for inn SCAN OEAHER(#REOUIREG) NOTES scale due to printing,plotting and/c reproduction. 2-2,10 '.NCK A.I MG STUD EACH EV, • JACK AND'KING STUD EAGH END Drawings,specifications and other • prepared by Wiles Architects and V • SEE CLAN 2 JAEt,PAD J KKK;ATUIT EACH EN, Consultants are Instruments of Set with respect to this Project.This ini Eelectronic form Wiles Architects ar shall be deemed the authors and o respective Instruments of Service; . . common law,statutory and other N • 9.8 1/2" 919' ,I-10 1/4", including copyrights The Instrumei -/ ,y / / not be used by the Owner or Gene future additions,alterations to this I projects,without the prior written a! Design Professional.Any unauthor Instruments of Service shall be at t 2-2X8'S General Contractor's sole risk and , _ 1 Wiles Architects and/or their consu C - I! Li ' 2-13/4"X11 7/8"LVL GIRDER / OX0 PTL COLUMNC TYPICAL 2-2X8'S L Mir 7 I- - E \ 1 1 o 2 . 2-13/4"X11 7/8"LVL GIRDER 0 Pc © D 2X8 BOLTED TO EXISTING STRUCTURE r2 @ ,L) W/3/4"GALV ANCHOR BOLTS @ 4'-0"O.C.STAGGERED bridging center span--, gl N '11 Dennis & Sa i•., Dili] (- N ' ‘I -,2 LI EXTERIOR DECKING AS SELECTED BY OWNER co Cambal Res \ \ , \\ 2-13/4"X11 7/8"LVL GIRDER , ..,„. 0 \-li7 2-2X15'S BOLTED TO EXISTING STRUCTURE ..-l.. ,o' •- /-W/3/4"GALV ANCHOR BOLTS @ 4'-0"O.C.STAGGERED •.= © II II 11 1! II 11 _ , ,i1 - . • - , I I I I- I I -I I--. 71-.---- I j--. 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Professional Seal: . ..., . . .. . . . . . ,._ . , , . - I 1 I I-- 1-----1--"I— io-1-0- -1----.^:1—"-r-1-"'"--1--- 1-,--1- r -1 E_ . _ _.. _ ._ . I I I ___ t _ 1.. _,.1 I -I 12 I I _ I I -1 2x8"JOISTS©16"0.C.TYR. I;----I 'I I---_:_l_L----1---.I 7-1-1 1 1_-- .._- - _-_-_ - I_:.-_1- -1_-__:_-_-I- - 1 _L-- __ - -. • -. .- . ' ." - * - " ' ' • • - 1 1 i 1 I 1 1 w 1 1 -1 1_ _1 1 1- 1 1 I I -I 1 _1.1.1.1_,,t I "I I II 1 1 . ., -- -.4X4-COL-UMN' ---__ I. __ I- 1—.-..,..--1__._l____....4e.......1.17,a_-thillimestestrzliiiiiiipill,i1_1111414411164140itiory ..-o.---,2,_!...,. 1 I 1"--- I -I. --`.1 . I - .1-I r.- I -- -I- —I ---I- -- -I-- --I- I I- w I Ix I—, I- --I -I I I — I 3/4"T&G SUB FLOORING -- II II -li -1--1 -1.1" - II -II 411 II li II Ii Ii li - li -11 _ „.. OVER NEW FLOOR JOISTS I. I. I. 1. I. i. I. 1. i. 1. 1. 1. I. 1 1 1_ -1 ,_ (4 I ---0,-_,1--.1.----iii -----it--11---it - It--I—-11---11— -11—11 ... It,.....r. , 4X4 COLUMN II II II-- il 11 —11- II II- II II II il II -II—II-- II -- - 1 I I I I-- A I I I-- 1— 1 1 i i 1 1 - — I—4X4 COLUMN 1 1 _ 1 1,4.1.5ar_IJ..341..,14 • I----.J...14—....11.,.,..4.-41,Amend, .,. - — ...... Ad. ., , .,., , , .,• ..,., - I I I I I I--' I 3/4"T&G SUB FLOORING OVER NEW FLOOR 1 - 1 1 ___fr '. ... ..., .... 7 _ . I I I I I JOISTS SET ON EXISTING SLAB 1 I Wiles+Al ' I I I I- I I I I I I I I I - -'. . • • •. • 155 Brook — - 1 1 , 1 1 Bridgeport i- i 1 1- i i 1 1 1 1 .1 1. .1 I J I I_ I- II II II II I I ph:203.3E , • I 1 1 -1 1 1 I le . f: 203.3f 1 I 1 1 1 -I 1 1 1 1 -, I- I I -I I I I I I I I I . . www.wiles - - • 1 1 i 1 1 1 1 1 1 1 .1 - 1 B ..Architects 1 I -,I.. I I I -1 I 1- I I I No.- Description I I I I I _ I 'I 1 ' 1 I -: - _ - I I . . I -I • I 1 1 I 1 1 _ I I I 1 I 1 I 1 - 1 I 1 1 I 1 I 1 I I I --::-1 I I' I I I I I' I ___ , . . . I I I -1 _ I 1 I _ 1 I I I 1 . . . 1 I I I 1 I 1 I I I I I I I 1 _I _-I . .1,-..- I II -I • I _ I• - . • I. . I I I •LL L___" _ ____1,_ I I . . . . . , ., . .. . . . _ . .. . . , . . . .. • . ,... . . .. .. • I I I 1 _ 1- I I 1 . I 1 I I I " I 1 . 1 1- I I I I- - I I 1 I t ... ... _ • • - __ _ L I I- -...-.. .... • - •-••,.-. .... First Floor FrE Plan (--i--)First Floor Framing . 3/8"=1.-0" Project number - Date Sepl Drawn by AChecked by ,K-A/ Q 1 Architects is not responsible for inc scale due to printing,plotting and/c reproduction. • • Drawings,specifications and other • - prepared by Wiles Architects and V Consultants are Instruments of Ser with respect to this Project.This in. E electronic form.Wiles Architects ar • shall be deemed the authors and o respective Instruments of Service c common law,statutory and other II including copyrights.The Instrumei ' not be used by the Owner or Gene - future additions,alterations to this I projects,without the prior written al Design Professional.Any unauthor Instruments of Service shall be at t — General Contractor's sole risk and Wiles Architects and/or their consu I D - Dennis & Caenmbal ReSas =DN k ' i 1 I j �o lo. — _— _ ___ __ _ MINISIII —_ __ — I III • 132-aWingfoc II Yarmouth P I I I II II ,itf I tltl 0267f. ,`' � ,yy,ry� j ----- -------- -- --- II lit REMOVE EXISTING WALL FOR NEW v._ t"+- ` • "�'- ` `�� •°•MiieR4i t 1 SHORE EX TANG DURING CONSTRUCTION C 1 • II II II �„ -- - - - � • t. I I I I I I I I I I -- -. 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Brid a or1 . _ I I V ph:203.3E IIv I I III (__j _ ___—_—_ —__—__________—_ —_ __-_ -- =-S I 1 I I I I rn 1I11\ 4X4 COLUMN _ — — www.Wlles i_=1 — — — — — — — II II II J 1II III B } Architects ---- -- --- t I I n I III No. Description *ar 11 e _ III i__! — — ------ ______ _______________ _ I ___1� _ -- _ I I I I I I I f I III I i - --- -- -- --- -- — i1 '------_—� I I LI I f II III ill =_— III i II i I I I I I I I 1 II II II I� • -- - l III I__ i 111 — ___-_ — u..._ _ __— - _ II Second Floor III Framing Plan 1n �' Project number Date Sepl Drawn by AChecked by GENERAL STRUCTURAL NOTES Architects is not responsible for inc scale due to printing,plotting and/c WOOD JIVE LOADS reproduction. NAILING SCHEDULE FIRST FLOOR=40 PSF G FRAMINGBE LUMBER SHAHL BE OL 19%MAXIMUMLL BLE UNIT CONTENT) Drawings,specifications and other CONNECTI NAILING DOUG-FIRTRES p2 OR BETTER WITH THE FOLLOWING ALLOWABLE UNIT SECOND FLOOR=30 PSF JOIST TO SILL OR(o HDER,TOE NAIL • 38d STRESSES: ATTIC=20 PSF Consultantspreparetl y Wiles Architects of r BRIDGING TO JOIST,TOE NAIL EACH END 2-8d are Instruments Ser SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d @ 16"oc BEND,REPETITIVE USE 1015 PSI SNOW LOADS r with respect to this Project.This in, TOP PLATE TO STUD,END NAIL 2-16d BENDING,SINGLE USE 1000 PSI GROUND SNOW LOAD,Pg=30 PSF C electronic form.Wiles Architects al STUD TO SOLE PLATE,TOE NAIL 4-8d TENSION PARALLEL TO GRAIN 650 PSI FLAT/SLOPED ROOF SNOW LOAD,Pf/Ps=30 PSF shall be deemed the authors and o DOUBLED STUDS,FACE NAIL 16d @ 24"oc COMPRESSION PARALLEL TO GRAIN 1650 PSI respective Instruments of Service: DOUBLED TOP PLATES,FACE NAIL 16d @ 16"oc HORIZONTAL SHEAR 180 PSI WIND LOADS common law,statutory and other rr IMPORTANCE FACTOR,I=1.0 including copyrights.The Instrumel TOP PLATES,LAPS ANDTWO INTERSECTIONS,FACE NAIL 16d COMPRESSION PERPENDICULAR TO GRAIN 625 PSI not be used by the Owner or Gene CONTINUOUS HEADER, PIECES ALONG oc WIS EXPOSURE CATEGORY:C future additions,alterations to this I EACH EDGE 3.WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED,NAILING SHALL BE AS BASIC WIND SPEED=110 MPH(3 SEC.GUST) projects,without the prior written al CEILING JOISTS TO PLATE,TOE NAIL 3-Ed PER MANUFACTURER'S RECOMMENDATIONS. Design Professional.Any unauthor CONTINUOUS HEADER TO STUD,TOE NAIL 4-Ed 4.PLYWOOD NAILED TO FRAMING SHALL BE SPACED 6"AT EDGES,10" Instruments of Service shall be at 1 CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. WOOD DESIGN General Contractors sole risk and CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-16d 5.ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE WOOD FRAMING DESIGNED TO MEET REQUIREMENTS OF THE WOOD FRAME CONSTRUCTION MANUAL Wiles Architects and/or their kansu RAFTER TO PLATE,TOE NAIL 3-Ed NOTED ON PLANS.LINTEL SIZES ARE SPECIFIED ON PLAN. (WPCM)UTILIZING ACCEPTED ENGINEERING PRINCIPLES. BUILD-UP CORNER STUDS - 16d @ 24"oc 6.ALL ENGINEERED LUMBER LVL(LAMINATED VENEER LUMBER) BUILT-UP GIRDER AND BEAMS(U.O.N.) 20 d @ 32"oc AT TOP • SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES: GENERAL AND BOTTOM AND STAGGERED BEND,REPETITIVE USE 2990 PSI 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2003 INTERNATIONAL • 2-20d BENDING,SINGLE USE 2600 PSI RESIDENTIAL CODE PORTION OF THE 2005 STATE OF CONNECTICUT STATE BUILDING CODE. AT ENDS AND AT COMPRESSION PARALLEL TO GRAIN 2510 PSI 2.DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL EACH SPLICE HORIZONTAL SHEAR 285 PSI DRAWINGS.OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. COMPRESSION PERPENDICULAR TO GRAIN/ 750 PSI 3.THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF PLYWOOD: PARALLEL TO GLUE LINE ALL OPENINGS,SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. 4.FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SUBFLOOR - 7.BUILT-UP LVLS TO BE CONSTRUCTED PER MFGR'S SPECIFICATIONS. SL4BS r1N GRADF BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, 3/4"TONGUE AND GROOVED 8d B.ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE STRUCTURAL WIND AND OTHER LATERAL FORCES ARE IN PLACE. ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING WALL SHEATHING 9.ALL EXPOSED DECK FRAMING TO BE PRESSURE TREATED. 12" 8d • NOTES: SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. D SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. �+ Q C COMMON WIRE NAIL DIAMETERS - Dennis & Sa 6d 0.113" 6d 0.131" Cambal Res 10d 0.148" 12d 0.148" 16d 0.162" 5/8"EXTERIOR GRADE PLYWOOD\ 5/8"EXTERIOR GRADE PLYWOOD1 5/8"EXT GRADE PLYWOOD\ 20d 0.192" FASTENED TO RAFTERS WITH 8D-2 1/2" FASTENED TO RAFTERS WITH 8D-2 1/2" FASTENED TO RAFTERS WITH 8D-2 1/2" NAILS @4"O.C.AT EDGES AND 6"O.C. NAILS @4"O.C.AT EDGES AND 6"O.C. NAILS @4"O.C.AT EDGES AND 6"or _ —. ".- ,.•P.'• AT INTERMEDIATE FRAMING.PROVIDE AT INTERMEDIATE FRAMING.PROVIDE AT INTERMEDIATE FRAMING."- BLOCKING @ 4'O.C.. BLOCKING @ 4'O.C.. 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