Loading...
HomeMy WebLinkAbout42798-Z ��pSUFFO1,t�oGy� Town of Southold 7/9/2019 P.O.Box 1179 CM W- 15 _ 53095 Main Rd yfj�np��j Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40484 Date: 7/9/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 975 Skunk Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2018 pursuant to which Building Permit No. 42798 dated 6/18/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations including finished basement, covered entries and sunroom addition, to an existing one family dwelling as applied for. The certificate is issued to Pearsall Jr,Kenneth&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42798 5/2/2019 PLUMBERS CERTIFICATION DATED 5/9/2019 NosepTXuhoski,h. t 0 ' d Signature " TOWN OF SOUTHOLD �soFFot,��oGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42798 Date: 6/18/2018 Permission is hereby granted to: Pearsall Jr, Kenneth & Catherine 425 Fawn Ln Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 975 Skunk Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 97.4-6 Pursuant to application dated 6/8/2018 and approved by the Building Inspector. To expire on 12/18/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $609.60 CO -ADDITION TO DWELLING $50.00 Total: $659.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1$ New Construction: Old or Pre-existing Building: t.-� (check one) Location of Property: �'S� S V,("\V- 1-a n e- Cu+ch oq u -e /� y I l 4 3s— House S— House No.11// Street Hamlet Owner or Owners of Property: K e Q eQ d 6( Suffolk County Tax Map No 1000, Section y 3�S1 Block e Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature rjv so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 a� roger.richert(c�town.Southold.ny.us �® � c®u 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Kenneth Pearsall Address: 957 Skunk Lane City: Cutchogue St: New York Zip: 11935 Budding Permit# 42798 Section- 97 Block. 4 Lot. 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 40 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 12 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO Detectors Sub Panel 2 A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 40 Twist Lock Exit Fixtures 11 TVSS Other Equipment. 12-wall and ceiling light fixtures, 1-100A sub panel, 1-60A sub panel, 2-bath fans, 4-paddle fans, range hood,gas cook top, 1-30a electric oven, 1-20a induction oven,5-combination smoke/co detectors, Notes: 2-GFCI circuit breakers, 13 ARC fault circuit breakers,20 KW standby generator with 200a transfer switch Inspector Signature: Date: May 2 2019 81-Cert Electrical Compliance Form.xls J Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ` Southold,NY 11971-0959 [Ei BUILDING DEPARTMENT ? -, TOWN OF SOUTHOLD JUN 1 4 2019 WNN OF SOU IlIZI,::) CERTIFICATION Date: 5 6 � Building Permit No. e Owner: -(Please print) Plumber: To s tj)� 5-, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 'S (Plun&rs Signature Sworn to before me this� t G day of Ol1aLt 20 Notary Public, fjt,L��— County JAbIE C COHEN Notary Pubuc-State of New York NO o1C06333267 0ualified in Suffolk County my Commission Expires Nov 16,2019 �"OF SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802- INSPECTION 65-1802- 1NSPECTION [Vr'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR F 50 �o�a0 Olyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycno765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [Lo FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Nm i fi ,o(- 0 DATE INSPECTOR ho��OF SOUTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: 117 DATE INSPECTOR hO�av SOUI'yo� # TOWN OF SOUTHOLD BUILDING DEPT. cou m, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 'j .,,p6uNDATION 2ND [ ] INSULATION [vj FR® /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. `ycaurm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY_ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 7 INSPECTO t �oF sour TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f DATE INSPECTOR �O��OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC"TION - FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: �lwovl /o Cvt� I r VvAm �/� i rr� � �w ai /li A&ionaite DATE INSPECTOR OF SOUI,yO� * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1I08ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: l L t Lwvtlr9t4- WS. CCK/ vm nq �( dam. (9� RkLe, W, co DATE INSPECTO4U OP soOlyo� # # TOWN OF SOUTHOLD BUILDING DEPT. °Comm", 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. q ?,719 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 2 INSPECTOR 2[ q�� 1� 95 To: Town of Southold Building Department RE: Kenneth &Catherine Pearsall �( 975 Skunk Lane Cutchogue, NY 11935 Building Permit: #42798 Attached kindly find the remaining items required to complete Final Inspection on our home. 1. Electric Certificate: Completed, passed, copy attached 2. Plumbing Lead Solder Certification: Completed and attached 3. Specs on Styro Block and outside basement entry: Information on "BuildBlock" is attached 4. Spray Foam Insulation Certificate and R values: Completed and Certification is attached, also attached IECC Certificate,Affidavit of Compliance and placed as required, photo attached 5. Placard VR: VR placard obtained and affixed, photo attached 6. Guard&rail to basement exterior: Completed, paid bill copy and photo of guards and rail attached 7. Amend for finished portion of basement: plans attached 8. Smoke/CO Required in Mechanical Room: completed, attached photo of same located in mechanical room Thank you. Respectfully, Ken &Catherine Pearsall 2015 IECC Certificate 975 Skunk Lane, Cutchogue NY Building;`Erivetopelrisuletion' ��''- m'-' .,,_ , ceiling R30 Sealed attic PLEASE READ Above Grade Walls R21 Foundation Walls R13 Batts Exposed Floor NA This is your compliance certificate. In Slab NA accordance with NYS code, this decal should Infiltration 1454 CFM@50 be placed on or near the electrical panel or in Duct within Building Envelope/Ductless the utility room near the boiler. „Q Total Duct Leakage 0 CFM @ 25 Window Data, U-Factor.. SHGC , Instructions from the IE CC R401.3:A permanent w __. certificate shall be completed by the builder or Window U= •32 SHGC=.30 registered design professional and posted on a wall in Mecfiancal Equipment the space where the furnace is located, a utility room HEAT: AFUE=80 Type: Burnham Existing or an approved location inside the building. Where COOL: SEER=14+ Type: Trane located on an electrical panel, the certificate shall not DHW: EF= •76 Type: Indirect Storage cover or obstruct the visibility of the circuit directory Builder or{Desi n P.ro label, service disconnect label or other required,labels. Signature Tom Baccarella Rater#3587347 631-495-0289 9, New York Building Technology Group ? T JUN 1 4 2019 X13"--_ . r ,I�Fq NEW YORK ' � - (BUILDING JUN 1 4 2019 ® TECHNOLOGY G R O U P Affidavit Of 2015 IECC Compliance Date: 5/1/2019 Inspection Address: 975 Skunk Lane, Cutchogue NY This is to Certify that on 4/29/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: SACH@50 Conditioned Floor Area: 2825 Blower Door Test Result: Conditioned Volume: 33107 Leakage in ACH50: 2.63 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been test d by p construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and SHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Attic Leakage CFM@25: EXEMPT Supply R-value: NA Return R-value NA System 2: Bsmt VRF Leakage CFM@25: EXEMPT Supply R-value: ductless Return R-value ductless System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 10 *** CFM@25 Leakage Limit: 113 1CFIVI@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: I I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(haters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com 1 .gr `%'; • "� Pis` ' IM 11, IV �'yj]�', 2 ,5 1 EC [/�- CW t 975_Skunk`Ears , Utciaogue W dins Er v t7-winsutaitidn,' ;�i.�'fr`Y'Np�y{♦�}1'y� -''•^a.,L✓;.",.r..:.'�"r.,,`+.;.7�__,rtls�..,r- � _1%:i rK.e - -"r,.h �...r.�v ^'!` .,6'F 'm �;,"` �,6•A.1Y,j;, °'ti*;J"��'.,,,,.w`'��n.` 4:�,lrr„° �,�ftirn a. �p„,�y .4p„+•1.y,,..�yei�yt/`�,,3�j.' rye,�, nye i1°,t:; �'4'!kY ��ti• ��` i4��p.r�'�:,''��''s jFau`ncla�ton'Walls. R13 Sa3tts' posed Floor,,' N&" e�+++��- - ;,'lt' '•v;, .fir•,.»,'i: s, _ ,`':-Y::�,.,"� �:. ,�i:5; - ",c, •,V:1'£^ J.` l„ °>;,'.4V'::rr ` 1X�§?,.,.,.,', '•',',+r��° r�` ..,r. �rh'.•'-,-,.9,v',r'�,y`i;,�>;c,. ^sup,.:,, I'f� .F.'" ..•,,,m*,z.;i e,;e,8' '�S',.".a, ,'� �t,� :tfititr ti{oa° ,;�F ,. within BOR ink,g velope&chess u. ,'T®tat Duct Leakage 4 tFM ig 2 ' vnrx#6r+r Qatmj,,'. : e''U:F sr+ c_=SGC Mace m k-Al Equiprrienk 80 `pypeuinhsrxiExi4tin'g` ncgDt:a, ra=,14`t TyOe:' Trane' " ,R1PdV:' Er*,"`� 8'2' YYpA 1rx3rect`Starage =yz` '°"fir ar`i5"i n P ` °x3accaiclt� :1n�ci3i4 "6; rt ��F 2 JUN 1 4 2019 TOIVN OF }4F E ' ' i r i Tel: (631)727-3798 OAFA Fax: (631)727-2588 www.riverheadfence.com R I V E R H E A D FENCE Inc. sales@riverheadfence.com 421 RIVERLEIGH AVENUE,RIVERHEAD, N.Y.11901q�00- Member American Fence Association To: Ken Pearsall Date: 04/06/2019 Home Tel: We hereby propose to furnish and erect a fence on your property located at Bus Tel: 631-461-2386 Cell: 976 Skunk Lane, Cutchogue, NY 11936 Fax: As set forth in the following REMARKS Email: kenp3@optonline.net Specifications: Stile Aluminum To install 4 sections of 36" high black handrail to be core drilled. Height 36" Install (1) 12'single handrail down steps. Quantity Install 36" handrail at second set of steps. Gates single $3,600.00 or$3,300.00 as per terms V� ypl1X double Gate Posts End Posts Corner Posts Line Posts V11ire Fabric - Top Rail - .. ._.. Bmtom Rail _ Braces R1 )IM k Coil Wire �- OD t � JUN 142019 iv.. ,u . . .., TOWN OF SOUifA4-.-' �Y -Mot�lcd rp) �� r �'ns-4l�-14 " �I,�rdetnid/ r a, a LA 1i JUN 1 4 2019 TOWIN S � �w� ACCELLA POLYURETHANE SYSTEMS:-" =. Insulate®n Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC_Sections1V1101.3,NlIO1.41,_an&UI101.8 requirements. F-7) i The following spray polyurethane foam product(s) has/have been installed: �^` [ ] Bayseal OC Open-Cell Spray Foam Insulation JUN 1 4 [ ] Bayseal° OC HY Open-Cell Spray Foam Insulation 2019 (_[`q_Bayseal'CC X Closed-Cell Spray Foam Insulation [ j Quadfoam 500'OC Open-Cell Spray Foam Insulation [ j Quadfoam Naturesealy OC X Open-Cell Spray Foam Insulation TOWIN OF sou—k laaLD [ ] Quadfoam 2.0"'Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness' Attic Area R- '3 " At inches Sloped Ceilings R- At inches Walls (Location): _ , R- At inches Walls (Location): R- At inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: I I15 `.� kV�ti(< !� C c;-�`"i=L��`�_ Date of Insulation: .} ` Building Contractor: Insulation Contractor: `_�• rl t, c f .i �J -j Insulation Contractor Phone. Installed By: b?- ;�t:�s" r-C INSULATION CERTIFICATE- DO NOT REMOVE -Please Post Near Electrical Panel- wm:_ Accella Polyurethane Systems 2500 Adic Road Maryland Heights, MO 63043 (314)432-3200 ��•a��.acccl Isipol�•urcihsnc"rnm v A) b°�°° Q ��oo � D � v ITOM ONY 9163galoo wo*S:A ,Z:l CINY *':;rO ,-Ql 0 WG 9H1100-4 tol aalAO*&W M O(/OI 9x9 NI AYMLaN 61H V L Nnr 9NIH-LY3HS OOOMA'la X'30 """I a ag o.L GNICIS N=-li GNIONOzINGS S.LlNn -401 -,9 .13018plin9" TO q{i Ti 0 -W.LNOZISoH NyGas -WNOIJ.Clo "70 ,O-,C; a 1,109 NOWMY 03>IOOH .,CIX,,Qs r,.Lsioro.L in ONGG aNy , dacm ly*aLLS alyli 9t4jNy39 0'W ,.qx.X ZX,,G /M "lKlw G-x.� Irl Ogg qiIx,,q 9x1 -Lslor wiltal Iri. ,IINC -LI=6JoG -LLNIA CaLN-2'% d 01 _IV '"G c3aA0S=k`IV _LNSWAIrN, V-.-rH *ON 'T=WOI^4 Nal,0,ZNOLLG NOS--"IS Al2 NV`:?INNnH 0-M:JrLL0,V_jrjNVpI sNOV��NV =-1 SSI s2AO 1T 9NIa"iln9 O.L S;nGNIHS L-WHiSY IH.LVaHs (300M�'-W X(3':) "r/I Z13K1• =to 3N1l �IfLLa 2HI 2(31SNI * FORM IS REVERSIBLE BOTH - --�K�7 _ VIEW _IE - VERTICALLY AND HORIZONTALLY .3 SCALE: 1 _ * BLOCKS STACK @1"-4" (16 ) INCREMENTS sont ' f 4 ; J„(T(P - f i � d 4 3,. TOP/BOTTOM VIE�N 3)1 �„ � , D 81) $ WEBBING STIFFNER 2 (R EV E R S i B LE� A.3 SCALE: 1 1/2" •=fid- -, �00 3 SIDE VIEW A.3 SCALE: 1 1/2- 00 /2"0 LEGEND = POSITIVE PROFILES (TONGUES) = NEGATIVE PROFILES (GROOVES) -IN ' 1„ NOTE: Imp 1311 18 8 DUE TO VARIATIONS- IN SELECTED PRINTER SETTING' 642 22"" TOP &. -BOTTOM NOTED SCALES MAY NO DIMENSIONS EQUAL LONGER BE APPLICABLE 6„ 275 ,8 All i 0 WEBBING NP i 1„(1YPT O) N� TYPICAL TONGUE & GROOVE 2" nP. c° DIMENSIONS WEBBING x-10 -I r»ao 6„ 6„ 3 2'-12., 2 2,—g„ 90° REVERSIBLE CORNER 5 TOP /BOTTOM VIEW ; LEGEND A,3 SCALE: 1 1/2" = POSITIVE PROFILES (TONGUES) NOTE: = 1/2 HEIGHT POSITIVE PROFILES DUE TO VARIATIONS IN • PROFILES (GROOVES) SELECTED PRINTER SETTINGS = NEGATIVE TYPICAL END VIEW (SIM.) NOTED SCALES MAY NO REFER TO DETAIL SHEET Ola FOR LONGER BE APPLICABLE I / 1 • • • COMMMNTS 'FOUNDATION 1 • _ _ WAII ROUGH FRAMING& PLUMBING INSULATION PER N.Y. MAN STATE ENERGY CODE w3m —W)71AoEi= oF Lrk 72 WA o" ADDITIONAL C. 1 i �. ' �i •� � . : IVA :ice ri � � _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ,14 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO.-q�-Iq� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: f�enne�(-(t 1� >�ea�-141 Approved ,204 Mail•to: y d 5 'F4wi){•g✓1 e Disapproved a/c 6"+Ck Of�Y, lq U !I el 35" Phone:_ 6&1— y(p 1- Z .3 6 (p Expiration 20 —M �� a� c� B ing pector JUN 8 201 BUIL MG FOR BUMG PERMIT _ Date u n+e? , 20 18 RVIELDWG DEI,'T. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c..The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shat l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completedwithin 18 months from such date.If no'zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new,permit shall be required. . APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulati , and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) I��35 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder c� u)ne-c• Name of owner of premises 4<en n e-Ux PPQ�(Sa 1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. c x Electricians Li8ense No. Other Trade's License No. 1. Location oha'-nd on which proposed work will be done: q-45* 5KuAK I—r, ue ;•� . House Number Street amlet �;�;� 4-43884 q7, - 9-cq County Tax Map No. 1000 Section 9 3 3 8S9 Block Lot -14 (o Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .Qtr i yr �p tes;d�e„ b. Intended use and occupancy Ot i ��l-c K�iol f'nC P ,3Nature of work (check which applicable):New Building Addition v"' Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, n ber of dwelling units Number of dwelling units on each floor If garage, num er of cars 6. If business, commer 'al or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing s uctures, if any: Front Rear Depth Height .Number of Stories Dimensions of same structur with alterations or additions: Front Rear Depth ight Number of Stories 8. Dimensions of entire new construction. rout Rear I 'Depth L Height Num of Stories' ` 9. Size of lot: Front Rear Depth 10. Date of Purchase Name o\ordice - - 11. Zone or use district in which premises are situa 12. Does proposed construction violate any zoningregulation? YES NO 13. Will lot be re-graded? YES NO Will ved from premises? YES NO 14. Names of Owner of premises Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetl d? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C: PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ,/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF5 '7& 9 e n n e4k JAI • Pea C5,a I I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed t application; that all statements contained in this application are true to the best of his knowl lief; andlo&d8t@Acavork w' 1 be performed in the manner set forth in the application filed therewith. NotaryPublic,state 4Newyork No.01PA6147440 Qualified in Suffolk County Sworn t b re me thi Co mE ion Expires June 5,20 7,A')day of 20 Not ry Public Sign'atu-A of Applicant _4 Scott A. Russell ,��°�u '� STOIKIMMA\T]EIK SUPERVISOR �T ( �T � � I��1[A\�A\G�]EMUEI�'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O r� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - ------- --------- --------- --------- - - - - -- -- - - DOIES =S PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. s ❑ _ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ , E. ite preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Prope ty Owner,Des gn Professional,Agent,Contrac ,Other) S.C.T.M. #: 1000 Date: District NAME. f b1m Section Block Loi MLL sFOR BUILDING DEPARTNIENT GSL ONLYj' Contact Information- n rrelephone "mar) Reviewed By: /��� - - — — — — — — — — — — — — — — — — Date: Cr Property Address / Location of Construction Work: — — — — — — — — — — — — — — — --- Approved —Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 S� v� D BUILDING DEPARTMENT- Electrical inspector �Ol, 29�a TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 w� S�� elephone (631) 765=1802 - FAX (631) 765-9502 1 c OF gO roger.richertna.town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION QUESTED-BY: Dater lD o?:� �9 - )mpany Name: f cd U a /G ime: o T R- ::ense No.: email: Jsr uc-6 tZA & M��`d E G►►� 1dress: f��. S-nu—t p l c) ti � I I / tone No.: 6),31 -76 7 M SITE INFORMATIO (AII Information Required) ame: r-1 e-V"' IRKS n 1 l idress: 97S SKu � V-,, l Ang joss Street: lone No.: Ug.Permit#: _ Ya 7'16 email: ax Map District: 1000 Section: q7 Block: Lot: (o t RIEF DESCRIPTION OF WORK (Please Print Clearly) AVS' /.5 'Ta i-i4 l U 4J Ym--rN (i e.v✓l P—� ircle All That Apply: job ready for inspection?: YES NO Rough In Final o you need a Temp Certificate?: (YEb NO Issued On amp Information: (All information required). rrvice Size (LPh 3 Ph Size: ©p A #Meters Old Meter# Jnr Service- Fire Reconnect-Flood Reconnect-Service Reconnected Undergroun Overhead Underground Laterals6- H Frame Pole Work done on Service? Y N dditional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs " `� REScheck Software Version 4.6.5 Compliance Certificate Project Residence Located at: Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 975 Skunk Lane Pearsall Residence Angela Mangels, R.A. Cutchogue, NY 11935 975 Skunk Lane AM Architectural Designs, P.C. Cutchogue, NY 11935 P.O. Box 2192 Patchogue, NY 11772 (516)848-8232 eT ..'kt. "'?'°.-'•"'°K-J"T'T" -- Compliance: 2.0%Better Than Code Maximum UA: 102 Your UA: 100 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Aeea. Assembly or- U-Fa-ctor UA Ceiling 1: Cathedral Ceiling 360 30.0 0.0 0.034 12 Ceiling 2: Flat Ceiling or Scissor Truss 80 30.0 0.0 0.035 3 Wall 1: Wood Frame, 16" D.C. 509 15.0 1.5 0.068 30 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 70 0.290 20 SHGC: 0.40 Wall 2: Wood Frame, 16"o.c. 220 15.0 1.5 0.068 14 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 20 0.290 6 SHGC: 0.40 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 360 30.0 0.0 0.033 12 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 80 30.0 0.0 0.033 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed ' ing has been designed to meet the 2015 IECC requirements in R eck Version 4.6.5 and to comply with the mandatory re reme 's listed in the REScheck Inspection Checklist. 1 rl .SIS S NV_mie-Title ature Date l•'„�1`�e' Iutl •� Project Title: Residence Locatedat:'e�• ��`-ate .� <., Report date: 06/06/18 Data filename: C:\Angela\AM DESIGNS\ResCheck\Pearsall Residence.rck Page 1 of 1 TH DEPT,APPRbVAL < house, 1 � 1 NO. 5P(LLAN6 )� •�( JAN 7 1986 (" fonn. `✓OUNG S.C•DEPT.OF �. a}- ° A NT OF INTENT Mort O.E 5'0'.5 W �� THE WATER SUPPLY AND SEWAGE DISPOSAL i t � I' SYSTEMS FOR THIS RESIDENCE WILL �� I LU tl a. U' CONFORM TO THE STANDARDS OF THE J T1 '0 Q ) SUFFOLK CO. DEPT. OF HEALTH SERVICES. ISI APPLICANT JI w '. ..,.- ;.;,(a,i( ,g . . t�nrr!• I1 SUFFOLK COUNTY DEPT. OF HEALTH i7 j 0 ` y 1 L5 frnme' Lf I I SERVICES — FOR APPROVAL OF S \ '' �9 ��b II i u_e �i��� �0 !" ' CONSTRUCTION ONLY l7 DATE. 666#001n l H.S.REF.NO, 1-3 -60—'74 APPROVED t • SUFFOLK CO.TAX MAP DESIGNATION: I I DIST, SECT. BLOCK PCL. Wo I I o 1000 Oe' -1 a S,£i?'SI''•:O"YV — 150.0 Z OWNERS ADDRESS: � �-J`•arrrTr:i � r : 90FiR1IS{ODUN(TY Mum DEpARi^kSH: .� mss •j form. MASON �4N'29 998 a. D. W. ## Lk10-a}� . I f Cr✓r.X34-s7) LvacO ^: The sewage disposal and water supplT I i j faeilitios for%his laxation have been ! DEED:L.7 }Iti P.!5G4 1�) laspeoted trj this department and Youa4 TEST HOLE STAMP to be satisfaetory 1 � $t �,.. G Cd��?E, unaadrorimdahoradonmaddhlon Chief of G oral Engineariag Smiaic�TOu�Y�ym !Y9A C).- r .C•�PE. ServieeE Edueatbn taw. 1•a�S.J'T! r- rir•�� r�—;',� codoaWrhN au�ymcp wt6oatln9 '-.__.._ aha la�ounwafe f�tedamtm .:c'L_V�—YFC FOLD sarcel� ed"al*half natmcancW0 { / rr�r—. � to baaralld hue wept. V V 1 1 r�_ ' ^'.^ i til f r ' .uarontooa lnd eared hEroan dcli nm _. . J .. Lam,:-,.F-a�'_. . Ju/r� l:7, 198 L;C✓r E.r'.rj omY To the Lo(aon lar whom Iha autvay AT (r7(;f' uromrran�P aorunmonhl apancYand dr,7Y[:( -,tl n,na:imuon Ilam!human and •:g roan't not ttna dlr.91n n ar :J t• •{•.t. F:o not d- TOwi. of= : I?= N.Y I �oU= e�J car auineaurnt SEAL 5.-="d , iiv'-!' GF. rr:7o Ti^le 1r75t.':^7i+T:=_Corvr/ao+•I ArAcr=14,9$E:;sa.,:'• a:-:xn-ve�i�d S=F RODERICK VAN_SUYL.P.0 LICENSED LAND SURVEYORS GREENPORT NEW YORK TELEDVNB POST Naim s e,. REScheck Software Version 4.6.5 Compliance Certificate Project Residence Located at: Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 975 Skunk Lane Pearsall Residence Angela Mangels,R.A. Cutchogue, NY 11935 975 Skunk Lane AM Architectural Designs,P.C. Cutchogue,NY 11935 P.O. Box 2192 Patchogue,NY 11772 (516)848-8232 Compliance: 2.0%Better Than Code Maximum UA: 102 Your UA: 100 y Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects haw close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area VCont As�em 'k-Value Ceiling 1: Cathedral Ceiling 360 30.0 0.0 0.034 12 Ceiling 2:Flat Ceiling or Scissor Truss 80 30.0 0.0 0.035 3 Wall 1:Wood Frame, 16"o.c. 509 15.0 1.5 0.068 30 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 70 0.290 20 SHGC: 0.40 Wall 2:Wood Frame,16"o.c. 220 15.0 1.5 0.068 14 Window 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 20 0.290 6 SHGC: 0.40 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 360 30.0 0.0 0.033 12 Floor 2:All-Wood joist/Truss:over Unconditioned Space 80 30.0 0.0 0.033 3 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buil ing has been designed to meet the 2015 IECC requirements in R eck Version 4.6.5 and to comply with the mandatory re reme� listed in the REScheck Inspection Checklist. ,iMckrlts CD 8 N'6-me-Title ature Date Project Title: Residence Located at: Report date: 06/06/18 Data filename: C:\Angela\AM DESIGNS\ResCheck\Pearsall Residence.rck Page 1 of 1 1'1�0F05ED: PA5EMENT ENVY a fIN15HEID PA5EMENT Al�EA5 S4022'00"E 100' — — — — — 6's• 15'-5" 1r-r LQ SITE 1NFORMATION L FDIST.: 1000FP.C.FOUNDAT/ON& 8'-0' SEC.• 97 1 TW18210 FOOTING X HIGH GUARD&HANDRAIL I BLK.- 4 . w LOT.' 6 NOTE.•PRO VlDETYPE'X"FIRE LOTAREA: 14,983 SO.FT. RATED GYP BD.FlN/SHON EX. ONE FAMILY WALLSANO CEILING W/THIN 5' HWH DRAIN UP LQ U� �/ O� �w DWELLING OFALL HEATPRODUC/NG � IM I E.- EQUIPMENT. WITHEXIST. REAR NOT7NlSSITEPLANISNOTALEGAL SURVEY ITIS NEW35rG 8 QL (� 1� C01/EREDPATlO FOR ILL US TRA TION PURPOSES ONLY.ALL Q V w = 1132 SQ. FT. PROPOSED.' DIMENSIONS,SETBACKS,LOCA TIONS& EXISTING FJ@ 1s"O.C. TO REMAIN O PROVIDEILLUM/NATION �/ w BASEMENT ENTRY STRUCTURES WERE TAKEN FROM SURVEY PRO ODE 1 HR. o PREPARED BY.'RODERICK VAN 7i/YL.P.C. FIRE,RATED DR. GENERAL NOTES ONE STORY t` GREENPORT, NY. o ®S.D✓C.O. 3 z SIDEAREA DATED. JULY 10, 1984 Q PLAY A1?EA j 1.) IN ACCORDANCE WITH SECTIONS R303,7 AND R303,8, W/SIDE ENTRY 15.42' r 8-r 4'P c.SIA ►� = 132 SQ. FT. 31fSO.FT ALL INTERI❑R AND EXTERIOR STAIRWAYS SHALL BE Q Cs� 8' o PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS, LQ 2 INCLUDING LANDINGS AND TREADS, Lu N N N j // o S HVAC z 2.) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE 24.3' 0 8.75' 1542'1123.16 Ex STAIRS&HANDRAILTOREMAIN o WITH SECTION 8311,7 AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311,7,8, �O I PROPOSED: I vim, h' — — — — 3.) A WHOLE HOUSE MECHANICAL VENTILATION � z SYSTEM 33.0 28.42 FINISHED EX.15TING FIN15HEID � SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 73, BASEMENTAREA M1507 OF THE 2015 IRC, FRONTCOVERED STOIZAC�E AREA o PORCH=36 SO, FT, 137SQ.FT. o I I 0 4.) ARTIFICIAL LIGHT SHALL BE PROVIDED THAT IS ®SD/c.o. ®SRIC.0.. CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF Q o N W r-X.0 AWL5FACX a Q 6 FOTCANDLES (65 LUX) OVER THE AREA OF THE ROOM Q 6 Q 8"P.C.FOUNDARONWALL W/ HEIGHT OF " ®S.DJC.O. 8"X8xf6"P.C.FOOTING.. N THE HABITABLE BASEMENT AREAS ABOVE HE FLOOR LEVEL FOR o 2Xf0FJ@ 16"O.C. 7W18210 935.30' cn N4-023'00"W 100' — PLAY AFEA O �SKUNKLANE 5"S°Fr 2 IT oKf EXISTING FJ @ 16"O.C. EXISTINGFJ@ 16"O.C. z TO REMAIN N TO REMAIN z `" F LOT F LAN SCALE.- 1"=20' � h ci o EXI5TINGWALL5TO REMAIN m NL-NOONO.WAL.L U8 EX.DH EX.DH EX.P.C.FOUNIOA TION TO REMAIN 8'9" 28'-5" 15' " GEN EIS AL- NOTE5 5T-r 1. THEFOLLOWING REFERENCE WAS USED IN THEDESIGN OF THE STRUCTURE: AMER/CANFORESTANDPAPERASSOC/A710N(AF &PA) 2001 WOOD FRAME CON57NUCTIONMANUAL FOR ONEAND , TWO FAMILYDWELLINGS ALL CONSTRUCTION IS TO BE INACCORDANCE W/THE2015 fM F O 5 ElD PA5EMENT F L-AN IN7ERNATIONAL RESIDENTIAL CODE&LOCAL BUILDING CODES. BUILD/NGS&STRUCTURES&ALL PARTS THEREOF,SHALL BE Q SCALE.-1/4'=--"" CONSTRUC70 TO SAFEL YSUPPORTALL LOADS,INCLUDING DEAD LOADS,LIVELOADS,ROOFLOADS,FLOORLOADS,SNOWLOADS, W/NDLOADS&SEISM/CLOADSASPRESCRIBEDBYNYSC(NEW YORKSTATE CODE)R301 2. ALL ELECTRICAL WORKIS TO BE ism THENEW YORKBOARD OFELECTRICAL FIRE UNDERWRITERS ELECTRICAL EQUIPMENT ? N O AND WIRINGSHALL BEINSTALLED i.a.w.PARTV111,CHAP7FRS Q 33-42 OF 7HE RESIDENTIAL CODE OFN.Y.ELECTR/CIAN SHALL CERT/FY ASPHALTROOF THAT THEEX/ST/NGEQUIPMENT WILL NOTBE OVERBURDENED BY THE V� NEW HA B/TA BLESPA CE. Z GUITER& 3. THEARCH/TECTSHALL NOTBERESPONSIBLEFOR THE WORK ~ LEADERS RELATING TO THE CONTRACTORS SAFETY PRECA U77ONS OR TO MEANS,METHODS, TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM HIS WORK LV uj ,L��1 N 4. DO NOT SCALE DRAWINGS. CONTRACTOR TO VER/FYALL DIMENSIONS, ` Q ELEVATIONS&GRADESATTHE T/MEOFCONSTRUCT/ON. LARGE Q cp SIDING SCALEDRAW/NGS TAKEPRECEDENCE OVER SMALL SCALEDRAWINGS ! O Q 3' "HIGH GUARD&HANDRAIL TO COMPLYWITH CODE. FINISHED FLOORAS SELECTED BY OWNERS ON 3/4"SUB FLOORING R-30INSULA TION3'�"•��j1l D&HANDRAIL TO 2X10FJ@ 16-OC. EX.2X10 FJ@ 16"OC. EX.2XIOFJ@ 16"OC. NEW2X10FJ@ 16'0.C. COIl1PODE. z GiZAWLSpAG TOPOFGUARD&HANDRAIL GRADE EX.HDR. TO REMAIN& 1/2"GYP BD.FINISH GRADE EXISTING 31"DIAM.LALL Y I GRADE 8"W/DEP.C.FOUNDATION&P.C.FOOTING COLUMN ONFOOTINGS TO -- REMAIN. TYPOFALL LOCATIONS. ARCHITECT SEAG; TOP OF EN7RYWALL fIN15HED DA5ENENr WALL CONSTRUCTION. fIN15ffiED PA5EMENT a GRA I ( I (2)2X4 TOP PLA7ES `� N 2X4 STUDS @ 16"O.C. DASEP'1 ENT — EX.FOUNDATION AND FOO TINGTOREMAIN R-15INSULATION ENTi�Y 2X4 SOLE PLA 7E <r J'GYP.BOARD FIN/SH FINISHED FLOORING ON DRAIN TO TOP OF EXISTING 4'P.C.SLAB TO REMAIN DRYWELL <u LJ ONT � /FIONMPACTFILLWW.. =n JUL – 1 2019 SCALE.-1/4"4'-O' 51 D E ELEVATION 5 EGT I O N A SCALE. 1/4=1'0' P.C.SLAB AT BASEMENT ENTRY A T BASEMENT ENTRY SCALE 1/4"=1 0" HAUNCH lvj7LD21'A7 D 77z' ShEf!#.• OF f.., SNO/l,007 77,-40&Al '91(083H1 HIM A UN00 0161709 NOHONV'77/S ONVIRN3H1 N33M138 SH3HSb'M 3HIAWS«£3A VHONV NV1G N/NlW«1/13801 S109 N/NJ 381SRNH1d301N3N039N3'17/S391d0'ON3.lNVWOYd XVN.Z!Y 00„9£09170980HONV„8/530/A08d S31111bdIOINf1W ivooi HO OMd 3000 JNlallfl8 SAN bad JN18Wflld 11V -40 «0;1=«fl1.37V9S V (S I O I O�1(;� 9N 6 w n-ij ` LN3N3SV9 r• wa;s sol; as panoidde 6ui;sixe o1 1��us ?. N/VW38018b1S O d„P d.(1 N011 VONROd Y8b7S '00 dea;a6u snoH i;slx3 -40 Y913HI83d MO 739 P30/SNI NIVN3801 ON/100.1ONV NO/1VONROd X3 NMOO,Z P NI,Z 0N0/1V717SNI 3OV80MO739.9£NIN38019N/100d O d P NVO-4OlOWUH1.Z30/AONd 31 ON d.{1 771d10ddlV00 r•! Noll VGWOY 0 d 30IM.9 0390d0& j" ON1100-408 8V7S1vy.Z ON1100-4 09 o S1709Y014ONV �t o '00w i 1NJWJ�V�J 9NI1�IX� O0 073/HS 311N83130/A0Yd 4' VQAV 1N;4WQ(;W6 AVN '.i b00l3 162313 1N3A 30/A0Yd 30Vd0 ti ^� 30bYO -A'DVd - IN\/cI )NOW z � o N0/103NN0O 0 0.91 fd O1XZM3N 00«9l(7 fd O1XZ X3 00.91 rd O1XZ X3 00.91 A fd O1XZM3N � z o� N0/1VONRO-401 X1007-4 Y74NI-4 O1 'l7-4 NU O1 Em pa;elnsul`apoo 031NIVd 5'03N18dX90HJ33HS NO/1V7RSN/0��1 o;jaddoo aq o;scull ja;enn II`d I i •lV�SJ..��l/1,�.�?lV HS/N/-4037�lOVdS \_DNlY001d8RS.6/£N0 •apoo o;ual;seo aq o;ape�6 Ma FINIS O'M 'A"fl H3HSVM 83AH(I O'M 'AVl WVl 8f11 31V'OHS S83NMO.t 8 031037735 s'V X1007-4 03HS/Nl-4M3N I q p 0Ad q y I I-' j, N j N I I i 5'03dV1 �00�1133HS«Z/1 moa ue a o;;y6la '010.91 0 SOMS 77VM.#X.Z gels anoge sang a;sem pV W03 YO b'318HV9YOdVA 03A�I :010N 070.5 b'Hl 1H 070,9 0 � 1H 070,9 19 0609£ °e 1-4 OS OW 1�1I01 ld ZJSLY! w I I I I I 1 ® 0 7VR032/0ON/H1V3HSX0O.Z/1 Z. _ 83NMOAGO3103739 WO000401 AUNT W00A9NlAl9N11SIX9 /VAN W00,lPTVQ ,QJ_( GVW /9NL_---1---"- :' SV ONV 9N/1S1X3 HOlVNO1 JN/O/S N0110RF11SN00 77VM 03SOdOHd 7JOHM3N; X3 .- „Zl 0 dA11/-4-40SG31N3A .9;£ .Z;9 «9£-�'• tIOHM3N Hol AN N2PO-11h 'W�f 1:11101 NDN W00,IO_MJ A;11�VW tAJN ' 77VM YJ70N0HSIN11.09 dA.9 .Z/1 JNi�i�O I �'�'-�:rta $'".#��'4 O -� S31V7d 01 3000 O1 NO/1V7RSN/�O£t! S91V7d 01 I ?j.IOAilOTEp N/VW3�l Ol f0:Y3 N/VN3�!Ol /0:Y3 0PXrO M3N SY30b37 F H311RJ 0 0 N91 10O1XZM3N N/yLy�,� �O p 9I 11 X� 1 A 9 02/dotic' N @9N/ddVYlS3NV0lYHnH �GqL� NO/1 7(16 £�l ��/J�- �I11V 9NIO�IX� l�W��01 9�� 1 1. d 3o0i�z�xz �Opy �J 11 IVf�1.� t XOO.c7d.0Ad3A0 /+� -I2,y1�N 1N 301 �d N1AN3Y01 10 X3 3001YM3N 01 a•1•^"t �i o, n 173-4N30Gly z1Xz QNiH3A00 3tOd8 JhtS3 inJMVINn Si n N0110nYISN00�00Y VN/0711183H1d03N/117VMY01&31X33H1 d33N S3NIl H31VMVS ?'T u0 1 nN���^ O Qh Q) (� 300/�JM3N'O1 30/SNI.6Z1Sb371V1N/0d V013903S3AV33H1 NOYd 'C"V3� %I gO We���OX� 31SyN1�JN18Wflld llbf ' CI AO •J Oa C �1 t� JN/d&VY1S3JO1H30/AONd GYdA37VA 30/A08d NIVW3Y013901Y X3 ONION31X3133HS N3WR1/803/3100W�I3W.570d JNlb3HOV y�7N l VO A131 SA,9 h`7dd0S'° UI' I VV n Id W Q 9799Vd0Y0Y3H13J0103101001N3VAV7890R 1NOO `1317/A 1I (3-3,0n b4Q701N3A3J0/Y 1 5' • , , 'Sl�Olid3 N0110nb1SN00 a0 NJIS30 • .,;; ,l?��,•.00-4O 31V0/3/1b30 IiJd 3181SNOdS3b ION '31-416 NaOJI :L791N31NOa OV37.N0"' M3N do S3000 3Hl d0 S1N3W uin03d v (� '011 v01311b30 H38wnId muinMU N01103dSNI 3Hl 133W 11VHS N01081SN00 11d n' .0;1=„rig 37bos .o;c d8/1.37VO9 'Idola103-13 '0'0 80d 3i31dnOO 39 ism N0110nd1SN00 • 1HNId 'I• NV- NO11V3NnO 3 �O Odd NVI� NOI 1I�f OL,l C1 �lOO�� 1� I NNOIld1n l `e 0381f1;03a JhIOaVOVld SSntil ONIBWnid.v JNIdYf : MJnoa 'Z 31380NOO 03anod Hod S331Sn 0386038 l l­ NoiivaNnbd-'i U.,"03dSNi:�JNIMo1lOd 3H.1NOd Wd* .Ol Wb 0, me vs9C tl ld 1N3 d3q'pN1011 9 )JION «61 II 11 30 SN0111C1N00 t]NV 038If1D3d SbVe. :AS c -33d. II S3000 NM0l T 3lViS NHOA M3N -C -#"d'S :31d0 30 S3a00 iw HIM A'ldW00 NIVN3N01 N0/1VONR0-4Od X9 W00'! 91,11NI ii z WOO�lC1A4 ORLON Sd 03 OU dd a o � 1� JL '3000 NM013H130 ,r0 ,OZ=.I 37,'06 NVI A 1O"1 J 92 S3lddH0 01 lNvnSH(ld L- d30NnU 831VM NUO I S NI'd138 i4 ` JWoo u1�11 .3NV7)lNn)IS _. 1006 M„00,W,,,PN - �i - �, � dtl iV0I1VONR0-4 F 9V7S r \ NEWASPHALTROOF �n PROVIDE VALLEYFLASH/NG T?P 5z-;" (� tc�C [p o \ 8:9" 15'5" 12:7" j EXISTING ROOF GUTTER& 6" LEADERS 7:8" 7 8" 2'8" 3'S" 6'0" 3:8" 4'4" 44" 3 8" �. Lri / \ � — — EX.CHIMNEY — LINEOFNEW R D�OVERHANG TOM TCH EXIST/NG �O.H.TO I C34 TOREMAIN - - _ _ - - WDH 6 WDH3456 WDH3456 MATCH EXIST. A21 EX.HDR. TOREMA/N 8'WALL HT. . WDH3046 WDH3046 WDH3046 WDH3456 WDH3456 WDH3456FFI 1T 2" 2' " `< 345 I -. QO � EX15TIN6COV EI2�DJ'A110 � 15'0"-4 \ � Cr- NEW SIDING I \ ci Q `"? \ oo / Q �1 Q LQ O � v v NOTE.• Gy, x PRO V/DE ILLUMINATION o io 4 W Q � co A/C UNIT&WATERMEIFRTO 06 ATENTRY. Q o BE REL OCA TED. 2�� o o o � �� un Q j C43 w I N un NOTE.'NEW STAIRS&3'0"HfGH "/ `�-' °s' o `—3'6" I " v HANDRAIL TOCOMPLYW/THE ��� 'c W I w Q GRADE CURRENTRCNYS. PROVIDE I \ N z I Q O Q^ Q EXTER/ORILL UM/NATION. I ®S.D./C.O. Gj- o , I ( I NEWLOADBEAR/NG EXJ'ANDED DEDI2OOMg LL-1 � COLUMN V >, DECORATIVEZ MODIFIED KITG EN i I INEW2X10 RR f6"D.C. I o I � � Q � � Z Q 184 S0.FT. NEWP.C.FOUNDAr/ONANDF0077NG U U 8'-0"CLG.HT. WIN.OPENING Q Q N 3 10 L=SO.FT., % NEW RIDGE N�'� SUNK'OOM I i qZ I o pi Q STEPNEWFOO77NG I V=SO..FT., % o �°� TRAYCE/LING 9:0"HT. = w Q NLVJ ;� 360 SO..FT. s o o GOVEPED o o NEW4'0"X68"SL. N Fsci:! CLGCLGoh6 \ L=S0.FT., % �► ov SLOPES V=S0.FT., % SLOPES � Q DN i'LRT of M i NE ; DOWN I I DOWN I EXISTING P.C.FOUNDATIONANDFOOTING 7REXDECKING w % S� �l NM CL-. /S ND z 041, Q — — — — NEWPC FOUNDA770NANDFOOT/NG — ( a �� �,o J C TER o o I NEW F�0F05E1D FONT CWF-5T) ELEVATION � ^ " I � I ,,,,, ( O O " 2:6"X66 �' ,p O SCALE'1/4"=1'Ox � \`.i�(`f7i -�'PocKEr � GL. � � Nt ATTIC I ®S.RIC 0.. I Q �w NEW 10 RR @ 16"D.C. oa 'NEW RIDGE CCESS I o Z2 Nom/ MA5TE12 Q?% rswirCH I /L — — ---- — z DIRECT70N) o 13AT1�POO M �P � Nom/ �2I, EX.STAIRS&HANDRAIL rO REMAIN I c� ao o O 147S0.Fr rota N o n N �. 8'WALL HT. � qz� D W 3:3 EXISTING RR 16"O.C. tkFO' �`" h ENT DRYS @ WDH3456 WDH3456 WDH3456TO REMAIN TO CODE EXISTING CJ @ 16" 0.C. — A21 / TOREMA/N LINEOFNEWR00 OVERHANG TOMATCHEXlSTING NEWASPHAL T ROOF I / W/PRI�ACYGIASS / NCZ N - - - i E X15T I N G WING K � PROPOSED WALL CONSTRUCT7ON. Q, Nom/ GL, N�/V L, � OOM o O EXlSTINGROOF °o Z 310 SO.FT. SIDING COLOR&STYLEASPER OWNER �* EW4 76'-8"SL. NEW 4'-0"X 6'-8"SL. 8'-0"CLG.H7 1/2'CDX SHEATH/NG ORAPPROVED EQUAL " \ I TYIiEC VAPORBARR/ERORAPPROVE0EQUAL L=X.FT.,% 2%4-WALL S7UDS@ 16"OC. O 777771 EXPANDED T)ED V 41L. So..FT..,% W —'—'-R ACEDF/BERGLASSINSULA77ON v-)k? 1/7 SH XZ48MJ SPACfLEDFINISH 99 SO.FT v1, 8'-0'CLG HT. so c�� SHALL BEPRIMEDBYOWNER.PAIN7ED2COATS �2 I BYOWNER.COLORAS SELECTED BYOWNER. °p M SDAC�O. sI Z \�ti z ti WDH3456 WDH3456 WDHW56 G43 C34 w I o `�°� Z�l S` NEW 1 11 IT II ,��Q SD./C0. ® (2)2'-0"X6'-8" \ I p 11� to WDH3046 ' I I WDH3046 WDH3046 \ GRADE EGRESS WIN. — — — — — NEWLOADBEARlNG zip 4 ti h DECORATIVE COLUMN Q NEWP.C.FOUNDATIONANDFOOT/NG STEPNEWFOOT/NG I , 4:5" 5=6" 3:6" 4:6" 3:2" 44" 44" 3=8" NEWP.C.FOUNDATION AND F0017NG � EXISTINGPC FDUNDAT/ONANDFOOT/NG 8:9" 285" 15=5" 52'-7" N T 10 Fl�OF05EID A ( QST) L V N FFOP05ED F IF5T ff L00� f2 t-AN SCALE.•1/4"=1:0" N SCALE 1/4"4:0" TOTAL PROPOSED&EXISTINGFIRSTFLOORPLAN=1,687SQ.FT. j C6 _ Q O Q Hf DH1 WDH3456 WDH3456 WDH3456 WDH3456 WDH3456 A3535Jill A2! A21 ARCHITECT SEAL: I I Nil L 11111 1111IT11111 ill 1 11111 LL 1 11 11 GRADE GRADE I I I I II I I NEW P.C.FOUNDA PON AND FOOT/NG � ( — i I I II I I 2 EXIST/NGP.C.FDUNDAT/ONANDFOOT/NG NEWP.C.FOUNDATIONAND FOOTING I EX/STING P.C.FOUNDA TION A AD FOO TING OF FIMF05E1D 511DE (50U-Ftl ) ELEVATION l�OF05ETD 511DE (NOI�Tfl ) ELEVA-rION 4 SCALE.-1/4"=i'-0" SCALE.'1/4"=1'-0" V^ NAILING AND STRAPPING ANCHOR BOLT SPECIFICATION o (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WEATHER (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) { L NOTE: RIDGE RESISTIVE TABLES 3.2B, 3.2C, 3.3A4 Q V BARRIER EXTERIOR SHEATHING 'J ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR BOARD NOTE-,SEE ❑TE; TYPICAL TYPICAL SEE TABLE R301.2C1>, PACING CORNERS -� 'SIMPS❑N' EQUIVALENT - CS20 (C❑ICED STRAP) BUILDING PAPER O � ALL C❑IL STRAPPING TO HAVE MINIMUM 12' BEARING ON WALL STUDS ROOF PIR❑VIDE GAP SIDING FOR WIND SPEED ` (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. RAFTER SEE FLOOR PLAN FOR FOR DRAINAGE At 25' (8' END ZONE) 6' MIN. SPECIFICATIONS) ALL STRAPPING T❑ BE SPACED AT 16" O.C. DECKING MATERIAL METAL FLASHING 30` (INTERIOR ZONE) w v ALL TABLES REFER TO 2015 W.F,C.M. _ _ (SIZE AND TYPE) , w/ DRIP EDGE BUILDING PAPER Q -..� � � � C — COLLAR TIE @ 32' O.C. MAX. Q Q Q WHEN RIDGE IS STRAPPED. O z x LLS d' AT RAFTER TO RIDGE CONNECTION c.T. 16' O.C. WHEN NO P,T, FLOOR JOIST . . .•• • : ;. q Q U' FOR RIDGE STRAP - 3-8d COMMON NAILS OR STRAPPING IS USED, SEE FRAMING PLAN FOR SIZE Q 3-10d BOX NAILS IN EA. SEALANT PLAN END OF STRAP, - TABLE A-3.6 2'X P.T, LEDGER BOARD n ROOF SECURED TO DWELLING WITH PR❑VIDE SIMPSON �- V MIN, 5/8'DIA, X4-1/2' LONG TECO JOIST �� SPACER BEHIND FOR ALT, COLLAR TIE - 3-10d COMMON NAILS OR RAFTER � 0 w O 3-12d BOX NAILS IN EA, , �. GALV, LAG SCREWS @ 16' HANGERS (TYP.) •� ; ' LEDGER BOARD O.C. STAGGERED �- END, TABLE A-3.6 NOTE: — & END NUT SETUP HERS z bi 4� METAL FLASHING e a z w COORDINATE w/ TABLE A-3.4 FOR ALL STRAP CONNECTIONCEILING w � REQUIREMENTS O DOUBLE SILL PLATE ON r•pa �C Q JOIST a � ' . � COPPER TERMITE SHIELD w Q AT RAFTER TO TOP PLATE .: ' w/ SILL INSULATION O Q TO STUD CONNECTION z a.a. .' 5/8' DIA, ANCHOR � 1� 1-1/4 x20 GA. CU BOLTS BOLTS (TYP.) , . ': u FOR STRAP - (SEE TABLE A-3.4) STL, STRAP OR AT EACH END OF STRAP 'SIMPSON' CS-20 POURED CONCRETE e ;' FOUNDATION WALL 141Q FOR ALTERNATE - 14-10d NAILS AT EA, STRAP, 'SIMPSON' MTS 12 AS PER MANUF'RS REQ'TS. (TWO STRAPS TOTAL) DAG , LLI�C� P 1�Of�IZT� DTft1L (MEETS OR EXCEEDS UPLIFT 1-1/4'x20 GA. REQ'TS OF TABLE 3,4) STL. STRAP OR NOT rosCACE SECTION 'SIMPSON' CS-20 NOTE: Q NOTE: ) z 1.) USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INT❑ FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR !I CONCRETE W/ 3" SQUARE x 1/4' WASHERS AND END NUT SETUP, J❑IST TO HEADER CONNECTIONS PROVIDE 'SIMPSON' 2.) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED 'LSSU210' ADJUSTABLE HANGER, SHOE PL. BY HOLD DOWNS FOR SHEARWALLS, o n SUBFLR. 3.) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO o RIM J❑IST FLOOR 12' MAXIMUM FROM ENDS AND CORNERS. N d NOTE: J❑IST j ALL CLIPS & STRAPS CAN BE MOUNTED SILL PL. FROM EITHER ALL EXTERIOR OR ALL SPLICING OF TOP PLATE INTERIOR, BUT NOT ACOMBINATION OF BOTH. ,• TIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDI • ' NAILING & STRAPPING AT TYP. PROVIDE RAFTER TABLE 3.21 �- AT STUD TO FLOOR ASSEMBLY TO KING NT EXTERIOR WINDOW DOOR HEADERS WHEN ALIGNED OR TOP PLATE SPLICE TO SILL PLATE CONNECTION RAFTERS AND KINGS TO REQUIREMENTS v FOR STRAP - (SEE TABLE A-3.4) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATES FOR WIND EXPOSURE z AT EACH END OF STRAP CJ END VIEW SECTION NAILING SCHEDULE 'B' : (2015 W.F.C.M.) TYP, VIDE RAFTER B & C TO 'CRIPPLE' Building Number of 16 ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS CONNECTION H2A OR 1 , EQUAL OR STRAP Dimension (ft.) Common Nails Notation DETAIL @ LEFT HOLD DOWN CONNECTIONS Open ng a B c ° 12 — o„ 5 P REQUIRED AT EACH BUILDING CORNER & O.H. GARAGE DOOR JAMBS) 2'-0" (1) 2x4 1 1 1 TAP, STRAPPING 16' - 0" 6 2 SEE FLOOR PLANS FOR LOCATIONS) NAILING AS PER 20 - O 8 o TABLE 3.17E 4'-0" (1) 2x4 2 2 1 2 TABLE A-3.4 AT EA. o FIRST FLOOR ATTACHMENT C END ❑F STRAP 24 - 0 10 0 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 ALL STRAPPING, ANCH❑IRS, HOLD DOWNS, & " 28 - 0 11 Q Q ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION 8 -0 (2) 2x4 OR (1) 2x6 3 4 4 FOR NUMBER OF MANUFACTURES SPECIFICATIONS, AND FIRST FLOOR ADDITIONS 32' - 0" 13 J � 10 -0.. (2) 2x6 4 5 5 JACK STUDS REFER TO FLOOR PLANS 36' - 0" 14 U' B 12'-0" (2) 2x6 5 6 6 B 40' - O" 16 Notations : 50' - 0" 20 �v 'SIMPSON' HDQ8-SDS3 A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT (2-STY. STRUCTURES) OR 60' - 0" 24 'SIMPSON' HDU5-SDS2.5 2-16d COMMON APPLY TO DOORS) NAILS @ 6' O.C. TYP. STRAPPING 70' - 0" 28 (1-STY. STRUCTURES ONLY) B. NUMBER ❑F FULL HEIGHT KING STUDS AT EACH SIDE p NAILING AS PER ( ` FOR FULL OF HEADER 80' - 0" 32 v BLOCKING LENGTH OF STUD ENDLOFASTRAP T EA. @ ENDWALL C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER AT EACH TOP PLATE i SIDE SPLICE LENGTH I NOTE: 1.) TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO- TOP PLATE CONNECTION USING 2-16d NAILS PER D. NUMBER OF 16D NAILS END-NAILED THROUGH ALL STRAPPING TO BE 1 1/4'X20 GAUGE FOOT. 6 ' '''.•e ADJACENT JACK STUDS TO END OF SILL(S) AT STEEL OR 'SIMPSON' EQUIVALENT 2.) TABULATED SPLICE LENGTHS ASSUME A BUILDING • EACH SIDE (DOES NOT APPLY T❑ DOORS) LOCATED IN EXPOSURE B OR C. . ,' .• • ..: , CS20 (COILED STRAP) ,' ;' ' . '• : 3.) TOP PLATES SHALL BE A MINIMUM OF STUD GRADE 7/8" DIA, THREADED ROD (5/8' DIA. FOR HDU5) " MATERIAL. ' , , .. Q EMBEDDED 12 1/2' INTO CONCRETE W/ 'SIMPSON' �^ ET (HIGH STRENGTH EPDXY ADHESIVE) & FOR a �J t J j tQ1 TEMPERATURES (0 DEG. TO 40 DEG F) USE ep 'SIMPS❑N' AT (HIGH :STRENGTH ACRYLIC OC) d ADHESIVE) Q FLOOR & ROOF INSTALL #10x21" OF MIN, FROMCBOTTOMBEA ` Q DIAPHRAGM BRACINGSTR❑NG-DRIVEO SD •, OF LOWEST FASTENER SCREWS TO SIDE OF (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) THE BEAM SHOWN SECTION 3.3.5 & 3.5.5 • • BEAM AND COLUMN BY RIDGE DESIGNER (C❑ORD. w/ Q BLOCKING 2 BAYS FLOOR PLANS) BACK @ 48" o.c. J MINIMUM 3 /4' AR01TECT5E1i: INSIDE COLUMN ATTIC 3 DIAMETER Z w CMST STRAP 1Y2' MIN. HD3B HOLDOWN 0MINIMUM EDGE DISTANCE FIRST FL. TO ANCHOR, AS PER k< MANUFACTURER MIN. EDGE DISTANCE TO BLOCKING 2 BAYS • '� •� � �• •�• • BACK @ 48' o.c. ANCHOR, AS PER :• MANUFACTURER EXCEPTION; WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE ORADDITIONAL ROOFALL DIA HR GME BLOCKING A HIPOIS❑FNOTSTEM REQUIRED,IS HOLLOW C0LUMN DETAIL OF 4 z WIND UPLIFT DESIG TABLE 3.1 L6 O WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE TABLE R301.2.1.2 WOOD STRUCTURAL PANELS WITH A THICKNESS FOR ONE & TWO FAMILY DWELLINGS 2015 EDITION NUMBER OF NUMBER OF WIND-BORNE DEBRIS PROTECTION FASTENING OF NOT LESS THAN 3(6' (11mm) AND A SPAN OF ) JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS NOT MORE THAN 8 FEET (2438 mm) SHALL BE -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION •- FASTENER SPACING (inches) ' ' PERMITTED FOR OPENING PROTECTION. PANELS -TABLE 3.2, 3.2A-B, 3.3, 3.3A ROOF FRAMING Q) Z �' 4 FEET Ns FEET SHALL BE PRECUT AND ATTACHED TO THE RAFTER TO TOP PLATE I'_- Q � � �; FASTENER TYPE PANEL SPAN -SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION (TOE NAILED) 3-8d 3-10d PER RAFTER s 4 FEET < PANEL SPAN < PANEL SPAN FRAMING SURROUNDING THE OPENING CONTAINING A-3.4 3.2C, 2.4B CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST Q p s a BEET a FEET -TABLE 3.2,s THE PRODUCT WITH THE GLAZED OPENING. -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY Q � O IT [E2N WOOD SCREW PANELS SHALL BE PREDRILLED AS REQUIRED FORCEILING JOIST TO PARAU.EL RAFTER (FACE-NAILED) 3-16d 3-40d EACH LAP ED ANCHOR -TABLE 3.4, 3.46, A-3.4 � �► ITH • THE ANCHORAGE METHOD AND SHALL BE SECURED CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3-16d 3-40d EACH LAP ~ I-- ti\ -SECTION 3.2.4.1 HOLDDOWNS 0 U) Q EDMENT 16 io a WITH THE ATTACHMENT HARDWARE PROVIDED. -TABLE 3.17D COLLAR TIE TO RAFTER (FACE-NAIUM) 3-10d 3-12d PER TIE �`'' � U) �) GTH ATTACHMENTS SHALL BE DESIGNED TO RESIST BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END �-- �^ � Q O^ WOOD SCREW THE COMPONENT AND CLADDING LOADS -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD w �" O ED ANCHOR -TABLE 3.7, 3.8 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END O Q H 2' 16 12 9 DETERMINED IN ACCORDANCE WITH EITHER TABLE -SECTION 3.2.1.2 ROOF ASSEMBLY TO WALL ASSEMBLY EDMENT R301.2(2) ORASCE 7, WITH THE PERMANENT WALL FRAMING CGTH CORROSION-RESISTANT ATTACHMENT HARDWARE -TABLE 3.4, 3.4A 0AG SCREW PROVIDED AND ANCHORS PERMANENTLY INSTALLED -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 2-16d PER FOOT pEDMENTASED �R 2 16 16 16 ON THE BUILDING. ATTACHMENT IN ACCORDANCE -TABLE 3.6, A-3.6 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE O WITH TABLE R301.2.1.2 IS PERMITED FOR STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. th a. FOR THE PNMWE OF � DEFLOC MN MTs HEREIN, THE V= LIM SHALL BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 TABLE A-3.4 - EXPOSURE C » HEADER TO HEADER (FACE-NAILED) 16d 16d 16 ac. ALONG EDGES Q PERMITTED To � TAHCES As a7 TBEs TME N:oH+reNFxr AND a� LOADS UPLIFT STRAP CONNECTION REQUIREMENTS � � MAO ria" TABH.E Rmaw FEET(13,728MM) OR LES WHERE THE ULTIMATE LL-A � Hx FOR CANNER N ENDERS, L SHALL IM TAHES AS TWICE THE LOOM CF THE ROOF-TO-WALL WALL-TO-WALL, AND WALL-TO-FOUNDATION TOP OR BOTTOM PLATE TO STUD LEND-NAILED) 3-16d 3-40d PER STUD q � CANTEZVER DESIGN WIND SPEED, VOLT, IS 18- MPH(290 KPH) ( ) �. FOR MAOMMN STOWTU AAL OR PANELS USES IN RMn OR WALLS SNMHRmN BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 1� t� ADIncm AIR MTM COVEM, Nor SIPPORTM EDGE OF Ni.11SS OR sANe� m PANas. OR LESS (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) 2-16d 2-16d PER FOOT N SUPPMRTING�lMT EXCEED LM r=OM W fa SSS, THE TTUTAL�n+LOADU°`QDEFI. SMUNKM HA L NsTmcnxmL or Dun Ln75 Fm Emm SAW LITE OR Leo FOR THE ENI LEICTH OF THE (FACE-NAILED) Qi PENMR, WHICHEVER SIS NNE STRIMM.Fat SANVACHH PIMELS USED IN RAS OR DEAD LOA) ASSUMPTION: ROOF / CEIUNG ASSEMBLY DL : 15 pef FLOOR FRAMING VALLS OFAD nMW AIR PATIO COVERS, THE TOTAL LIMB BEFLECTMI N SHALL Wr EXCEED UM CL Dm.ECTmN AM H OU EXIVALLS WirHN 1NiER2ot GYPstMN BOA1tD MUSH SHALL 700-YR. WIND SPEED Ito 115 120 130 140 150 160 170 180 195 JOIST TO SILL. TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST t. ROPER TOLmm TOsocnoN �� � � 3-SECOND GUST BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END FRAMING FRAMING ROOF NUMBER OF 8d COMMON NAILS or 10d BOX BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END TABLE R301.7 in. 144!40SPAN (k) NAILS IN EA. END 144!40 GAUGE STRAP 1'2'3'4 BLOCKING TO SILL OR TOP PLATE (TIDE-NAILED) 3-16d 4-16d EACH BLOCK o ALLOWABLE DEFLECTION OF 12 1 1 1 2 2 2 3 3 3 4 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST STRUCTURAL MEMBERS be 16 1 2 2 2 2 3 3 4 4 5 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-104 PER JOIST Q 20 2 2 2 2 3 3 4 4 5 6 � � STRUCTURAL MEMSM ALLOWABLE 12 24 2 2 2 3 3 4 4 5 5 6 BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST DEFLECTION 28 2 2 2 3 3 4 5 5 6 7 32 2 2 2 3 4 4 5 6 7 8 2-16d' 3-16d PER FOOT TABLE R301.5 RAFTERS HAVING SLOPES GREATER THAN 36 2 2 3 3 4 5 6 6 7 9 3d2 WITH FINISHED CEILING NOT L/180 0 ROOF SHEATHING MINIMUM UNIFORMLY ATTACHED TO RAFTERS 00 12 1 2 2 2 3 3 3 4 4 5 DISTUBUTED LIVE LOADS INTERN WALLS AND PARTITIONS H/180 16 2 2 2 3 3 4 4 5 5 6 WOOD STRUCTURAL PANELS 8d 10d 6' EDGE / 6' FIEL (IN POUNDS PER SQUARE FOOT) 20 2 2 2 3 3 4 5 5 6 7 FLOORS L/360 16 24 2 2 3 3 4 5 5 6 7 8 DIAGONAL BOARD SHEATHING USE LIVE LOAD 28 2 3 3 4 4 5 6 7 8 _ 1"x6» or 1"x8" 2-8d 2-10d PER SUPPORT O CEILINGS WITH BRITTLE FINISHES 32 2 3 3 4 5 6 7 8 9 UNINHABITABLE ATTICSb 10 L/360 36 3 3 3 4 5 6 7 8 - - 1»x10» or WIDER 3-8d 3-10d PER SUPPORT WITHOUT STORAGE (INCLUDING PLASTER AND STUCCO w UNINHABITABLE ATTICS WITP& 20 CEILINGS WITH FLEXIBLE FINISHES 12 2 2 2 3 3 4 4 5 5 6 CEILING SHEATHING LIMITED STORAGE (INCLUDING GYPSUM BOARD) L/360 16 2 2 2 3 4 4 5 6 6 8 z GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD HABITABLE ATTICS AND ATTICS 30 20 2 2 3 3 4 5 6 6 7 9 / � SERVED WITH FIXED STAIRS ALL OTHER STRUCTURAL MEMBERS L/240 19.2 24 2 3 3 4 5 5 6 7 8 g 28 3 3 3 4 5 6 7 8 - WALL SHEATHING o BALCONIES (EXTERIOR) AND DECKS 40 EXTERIOR WALLS - WIND LOADS° WITH w 32 3 3 4 5 6 7 8 9 - - FIRE ESCAPES 40 PLASTER OR STUCCO FINISH H/360 36 3 4 4 5 6 7 9 - - - WOOD STRUCTURAL PANELS i 8d 10d o 0 GUARDS AND HANDRAILS d 12 2 2 3 3 4 4 5 6 6 8 STRUCTURAL FIBERBOARD PANELS 200 EXTERIOR WALLS - WIND LOAD? WITH H/240 16 2 3 3 4 4 5 6 7 8 9 1 GA. GALV. ROOFIN - 3 EDGE 6 MELD o 0 GUARD IN-FILL COMPONENTS 30 OTHER BRITTLE FINISHES 20 3 3 3 4 5 6 7 8 9 NAIL o 0 PASSENGER VEHICLE GARAGES a 50a a 24 24 3 3 4 5 6 7 8 9 - - Lk (0.120'x1-1/2'LONGx EXTERIOR WALLS - WIND LOADI WITH H/120 28 3 4 4 5 6 7 9 - - - 7/16' HEAD) ROOMS OTHER THAN SLEEPING ROOMS 40 FLEXIBLE FINISHES 32 3 4 5 6 7 8 - - - »- 36 4 4 5 6 8 9 - - - - 11 GA. GALV. - 3" EDGE / 6' FlELD SLEEPING ROOMS 30 LINTELS SUPPORTING MASONRY VENEER ROOFING NAIL WALLS` L/600 1.) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS DV TABLE 3.4. (0.120'xi-3/4'LONGx STAIRS ��zl - N 2.) TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME Al ROOF AND CEILING 3/8' HEAD) FOR SUBPOTES REFER TO THE Eft KYZ CUM RR SUBmm sun TO THE "s ILYA COLE ASSEMBLY DEAD LOAD OF 9 PSF (0.6045 PSF-9 PSF). IF A CEILING IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF1 69 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 21- AT FTFIr ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL HARDBOARD 8d 8d �J Ti EACH END OF THE STRAP. PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) a) MINIMUM ASTM A653 GRADE 33 STEEL STRAP. DIAGONAL BOARD SHEATH'6NG 4.) FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDIES THE OVERHANG 104" or 10x8" 2-8d 2-10d PER SUPPORT N LENGTH AND THE JACK SPAN 1"x10" or WIDER 3-8d 3-10d PER SUPPORT FLOOR SHEATHING TABLE R301.2(1) z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WOOD STRUCTURAL PANELS1" OR LESS 8d Tod s» EDGE / 12" FIELD o GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WNTER ICE AIR MEAN `J SNOW SPEED oN DESIGN FRo�-T LINE DESIGN BARRIER FLOOD HAZARDS FREEZING ANNUAL GREATER THAN 1" 10d 16dTl O LOAD (MPH) RAPH;C UJUL 1R ND DEBRIS CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP DIAGONAL BOARD SHEATHING �C 1 MILE CALL GENERAL NOTES " » » » BOF 3 1x6 or 1x8 2-8d 2-10d PER SUPPORT {� 20 psf 130 VtLT NO NO FROM B SEVERE FT. MODERATE SEE YES PLANS 599 51 ( ` ni COAST TO HEAVY BELOW EXAMINERS 1.) THE MECHANICAL SYSTEM SHALL BE INSTALLED 1 x10 or WIDER 3-8d 3-10d PER SUPPORT V � a� AND FI G OFFICE IN ACCORDANCE WITH CHAPTERS 12-24 OF THE N c N TABLE R402.2 2016 N.Y.S. CODE. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING 2.) THE PLUMBING SYSTEM SHALL BE INSTALLED REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, O MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f''c) SHALL BE USED TO MAINTAIN THE LOAD PATH. TYPE OR IN ACCORDANCE WITH CHAPTERS 25-330F THE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE CONCRETE CONSTRUCTION WEATHERING POTENTIAL. b 2016 N.Y.S. CODE. PERMITTED NEGUGIBL.E MODERATE SEVERE TO BE REDUCED TO 1-16d NAIL PER FOOT. BASEMENT WALLS, FOUNDATIONS AND OTHER z5w Z5W z5m 0 3.) ELECTRICAL EQUIPMENT AND WIRING SHALL BE CONCRETE NOT EXPOSED TO THE WEATHER INSTALLED IN ACCORDANCE WITH CHAPTERS 34-43 OF THE 2016 N.Y.S. CODE. 7.) IN ALL FRAMED WALLS FLOORS AND ROOF/CEILINGS 10.) INTERIOR WALL COVERING SHALL BE INSTALLED IN BASEMENTEXsi.ABs ARAGE �I�BISOR SLABS ON GRADE, 2,500 2,500 2,5000 COMPRISING ELEMENTS OF THE BUILDING THERMAL ACCORDANCE WITH SECTION R702 AND EXTERIOR A�GylrEcrSEAL: 4.) ALL GLAZING IS T❑ COMPLY WITH SECTION R308. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR ENVELOPE, A MOISTURE VAPOR RETARDER SHALL BE WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WAU.S AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 d 3,000 d INSTALLED ON THE WARM-IN-WINTER SIDE DF THE WITH SECTION R703. EXPOSED TO WEATHER 5.> IN ACCORDANCE WITH SECTIONS R303.7 .AND R303.8, INSULATION IN ACCORDANCE WITH SECTION N1102.1.1. PORCHES, CARPORT SLABS ,AND STEPS EXPOSED TO di0,f ,F ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE 11.) ASPHALT SHINGLES SHALL BE INSTALLED IN THE WEATHER, AND GARAGE FLOOR SLABS 2.500 3,000 3'500 PROVIDED INCLUDING LITH A MEANS TO TREADS,MINATE THE STAIRS, 8,) WALL AND CEILING FINISHES SHALL HAVE A FLAME ACCORDANCE WITH SECTION R905.2. FAIR SD I mm PER SNS mm . cm �, SPREAD CLASSIFICATION OF NOT GREATER THAN gl� � SEE T�R FAIR vEATHEr ror�N�AL, 6.) IN ACCORDANCE WITH SECTION R8071 AN ATTIC ACCESS 200 AND A SMOKE-DEVELOPED INDEX OF NOT 12.) IN ACCORDANCE WITH SECTION R319, APPROVED c CaNCRETC IN THESE LOCAIMM THAT NAY BE Suo3,r�H:r TO FREEZING AND THAW= DURING CONS RUCTIM SHALL >E M-ENTRAINED ATE IN � GREATER THAN 450 IN ACCORDANCE WITH SECTION NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR AOCQ2DANCE WITH FOOTNOTE a OPENING SHALL BE PROVIDED TO ATTIC AREAS THATTEE ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE A CONCRETE SHAD. BE AIR ENTRAINEA TOTAL ATR CONTENT (PERCENT BY VOLUME OF CRETE) SHALL NOT BE LESS THAN 5 PERCENT Mom THAN R302.9. EXCEED 30 S.F. AND HAVE A VERTICAL HEIGHT OF 30' PLAINLY VISIBLE AND LEGIBLE FROM THE STREET * SEE SPE ND'. R4= M WOW CEMOMMUS NATERTAL CotITENL SHEAT,# r. FAIR GARAGE MOM WITH A S EL TROWELED fn�Ht. RER CTE N 0- THE TOTAL AIR MMINT aM=ff BY VWW AIF TO Nor LESS OR GREATER. THE ROUGH-FRAMED OPENING SHALL NOT 9,) INSULATION SHALL HAVE AFLAME-SPREAD INDEX OR ROAD FRONTING THE PROPERTY. THAN a SHxzENT IS PERM! D W THE SPM COMPRESSIVE STRENGTH NIP THE CONCRETE Is :"CREASED TO Mar LESS THAN 4,000 PSL BE LESS THAN 22'x30' AND SHALL BE LOCATED INA OF NOT GREATER THAN 25 WITH AN ACCOMPANYING HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 13.) STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE 450 IN ACCORDANCE WITH SECTION R302.10, WITH SECTION R311.7 AND HANDRAILS SHALL4 BE PROVIDED IN ACCORDANCE WITH SECTION R311.7.8. OF 4