The URL can be used to link to this page

Home My WebLink About41131-Z CIO, Town of Southold 8/17/2017 o P.O.Box 1179 I 53095 Main Rd o4, �a� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39140 Date: 8/17/2017 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1060 Second St.,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-7-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2016 pursuant to which Building Permit No. 41131 dated 11/1/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for 4 which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A ROOF DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Phillips, Gabriel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41131 08-03-2017 PLUMBERS CERTIFICATION DATED r Mrized Signature o�g�FFot�-�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 41131 Date: 11/1/2016 Permission is hereby granted to: Phillips, Gabriel 166 Smith St Apt 3A Brooklyn, NY 11201 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 1060 Second St., New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-7-25 Pursuant to application dated 10/21/2016 and approved by the Building Inspector. To expire on 5/3/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $392.40 CO -ADDITION TO DWELLING $50.00 :V otal: $442.40 i ding Inspector Form No.6 J TOWN OF SOUTHOLD BUII.DING 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: I. 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 I%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$15.00 Date. {0I New Construction: // Old or Pre-existing Building: t/� (check one) Location of Property: I D&O 7C_ fJ b' ST, N lq Su Fl%at�C. House No. Street Hamlet i Owner or Owners of Property: /4 a u 5-1, Y IGTo PA A I71+t Lt-1 PC Suffolk County Tax Map No 1000,Section Block.-Q'"7 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: f fA 7.l4 8 6T + _TA2!41ft)_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted:$ IA Applicant Signature pF SOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Phillips Address: 1060 Second Street city,New Suffolk st: New York zip: 11956 Building Permit#: 41131 Section: 117 Block: 7 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Mariner Electric License No: 45056-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: August 3, 2017 0-Cert Electrical Compliance FormAs SOUjyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: 0� � ��h DATE INSPECTOR ��31 oF soolyo TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: DATE I INSPECTOR �� l OE SO(/T�ol � o o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , - FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMIN STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: l(' 1 DATE l "r INSPECTOR SOUly�lo o . ;t I�COUN 11, I TOWN OF SOUTHOLD BUILDING DEPT.", 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 2 INSPECTORd�' SO(/ly �o� olo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLSG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA 1 ) REMARKS: .f 4 I 1� AD A'p P,/ . cm m Il .iris. e V- V/ DATE !.. INSPECTOR wN pE S yplo p�'YOOUMY,�+c� TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PL13G. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK i 1100, 1101tv DATE INSPECTOR pf SOUTyolo lyco 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORV%qt�D��=�=�� jjtDeffino Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION ?11,14 A1,41 4Q Of Aft,ovh y JOB INFO: 20D tT DATE OF INSTALLATION: 2 Ila i New 8020LAZ .41 CEILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM CLOSED CELL FOAM a'� .2 L CLOSED CELL FOAM 2 12^13 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ • CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ® FIBERGLASS $t 3(� C ® FIBERGLASSw l�J ❑ CELLULOSE ❑ CELLULOSE CNS FIRE CAULKED TO CODE DATE OF INSTALATION: 2))(&I ) ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION. ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: Y I /(� m"y IZZq a certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in _ conformance to applicable codes and standards and regulations. D A �4 D AUTHORIZE ATURE JUL 2 5 2017 BUILDI.iNG DPT. TOWN OF SOUTHOLD irrlm, r,.. r, FOUNDATION(IST) FOUNDATION (2ND) PLUMBING IT 2. INSULATION PER N Y STATE ENERGY CO�� !vim`Iq ' , wAi . "MSOI COMMENTS WAF 1 A 'Wo TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 _ 4 sets of Building Plans TEL: (631)765-1802 '' i ,,:, ;3 Planning Board approval FAX: (631) 765-9502 y Survey SoutholdTown.NorthFork.net YERMIT°WO. '` 7 '; Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application -- no V �_ Flood Permit Examined 20v VC D Single&Separ$te, ' StoAssessment Form OCT 2 1 2016 .' Contact: l �,t2�4rEt 'C'llekpSeN Approved 20 I Mail to^(? D. �a• �r ' Disapproved a/c _ O sN1'r ,111 Y TOWN OF S �� Phone: Irl 7- g44 Expiration 20 , s ctor� _ APPLICATION FOR B . Date 1 17,0 2011,10 INSTRUCTIONS 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 shall 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-ofOccupancy: -, .f.Every.building permit shall expire if the woik aiythorized has not'commenced within 12 months after the date of issuance or has not been completed within`l8 months from'such date.If no zoning ameindments or other regulations affecting the ' property have teen enacted in the interim,,the Bailding'Irispector 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 cmit ode,housing code,and regulations,and to ad - authorized inspectors on premises and in building for necessary inspections. (Signature of applicant ofname,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Gt AFEW EL )/1 urya l A 71bU-1FS - (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. "fT,,12 Plumbers License No. TF,A Electricians License No. T R,A' Other Trade's License No.' 1. Location of land on which proposed work will be done:. , l n(0o G1EGvtyD S? ' New S�F Fvuc House Number Street Hamlet County Tax Map No. 1000 Section 11.1 Block 07Z Lot �i �7 'Sub'division• 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 62t N(tj0 Cigna t L I 'dk l✓LX.,1 N 4j b. Intended use and occupancy y l tV gnat t,H bW Elc l N� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal= Demolition Other Work nn . (Description) 4. Estimated Cost P tL - Ej �, t (To be paid on filing this application) 5. If dwelling,number of dwelling units umber of dwelling unAso" each floor [ Yf4aragd,,qm b r•of-cars 6. '.I btzsiness, commercial'o"r mixed occupancy, speci7fyU t7gr7e�vYal 2ir� tFeS��W fc each type of use. 7. Dimensions of existing structures,if any:Front Rear 37 Depth S7 Height ?�3 ' Number of Stories 2 _ I Dimensions of same structure with alterations or additions: Front' S7 I Rear 97 Depth SV Height 2 S 1 Number of Stories t� 8. Dimensions of entire new construction:Front. I�(' Rear 14 Depth I ,Height 2 t Number of Stories -z- 9. Size of lot:Front--Lk-S. r7 ff. Rea,--&6,S F Depth 101. 5 f T 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate'any zoning law, ordinance or regulation?YES NO' x 13._VYilLl6t be re-graded?YES_ NO�Wil1 ex,es_s fill be removed from premises?YES NOS _ Gr4gftt1.< YIGTnR1A lel VAeAck ST#IDDfo - - 14.Names,of Owner of premises fo x ua pe, Address N y Wf 1001'.1 Phone No. Zd�,•Z 16-80 81 Name of Architectr-,Umgr✓^M11onnPsoN Address Tor,hf�6, Dyeg:NYs?PhoneNo Name of Contractor 1'8,,A Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *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 )l *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) - SS: - COUNTY OF ) 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 the said work and make and file this application;, that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application file§'QiUIFFRE Notary Public,State of New York N Sworn to before me this o.O1GU621S063 ; " �' Qualif!6d7in New York Co da of 20 C11 onuniscion Expires Dec. 0 9 Notary-Public Signature of Ap licant Chapter 236 -Stormwater Management Work Sheet-Laserfiche WebLink Page 1 of 1 J Laserfiche WebUnk Mywebtlnk I Help I About I Sign Out Home Browse Search 7ownOfSouthoid >Engineering Dept >Stormwater Management Control Plar -- -------- Metadata s7humbnailsi Annotations ? page 1 of 9 PDF � I j Entry Properties East modified ! I Scott A. Russell ¢ S'Y'4RMWAT ER, 5/16/2014 3:36:42 PM i SUPMv>;soR NAGEMENT Town ofSottthold S1CYaA41wR-.J-S°Urlf°1A,h[{V\ORA 1147! Creation date ! i ' 5/7201410:44:54 AM I j ! CHAPTER236 - SfOILWATERMANAGEMENT WORK SHEET A Metadata i j 110Bl,(OMPLURDBY I11C,1Pi'Lll'AN1 I I mli, Tiny PRWFI-T ]INVOLVE '. or nI, IOLLot\•R\G. mn w sur wy.,, j A.Clearing,grubbing.grading or stripping of land which affects more than 5,000 square feel of ground surface. B,Excavation or filling Involving more than 200 cubic yards of material I ! within any parcel or any contiguous area. I C. Site preparation on slopes which exceed 10 feet vertical rise to f ` r 100 feet of horbonlal distance. D.Site preparation within 100 feet of«etlanda beach.bluff or coastal erosion hazard area. 0 4 Site prepalatlon within the one-hundred-year floodplain as depicted I -on FIRM Map of any watercourte. I j r.Irotallation of new or resurfaced Impervious surfaces of 1,000 square } feet or more.unless prior approval of a Storm\\aler Management Control plan was received by the'rown and the proposal includes in-kind replacement of Impervious surfaces. If Iso an-irra No-all d lee gw9lan date.sloe! CwVttte tee App&mt uvxlon MOW Wild Isar Viae, wa . l slgmtanus InfamIlm flue a VmWir Tar err p Namdrrt etalc<r rn nes avl nr m vmkn. IrIW am xt"TIS too"or lope dtee atwa plow mhnd Taa aoVtec d s Rtnraaaler D"amat rwtro rim t and a=OAted Cbmk let rom to ter WWI"Dtturtmmt•d 1f ivar B.Udns Permit ApPmllao. --- � { } .n•yw:+eN ,laaa.r,a-�nr.a.trmn•�.6w1� CC l'.tL`. h><41 per �� ° 1 I �..�1 cxa neume n:; ONLY.... i j ,Mrm �t7IS4�— //pp ------------ 8.,�••,nta, li ---_lb, O- i-- { fhawYA-1.RIsw/1 1 ,of(iwclnrY ion H'.r,L lwawd Fw l+.ncVrf A 6 .1 Pi-1% .9 R, , lobo ao�t+� _- _d l:-— .N { I4i a400 4+mun,lul\lawx5snxaa L+xfnr.;{'nal w lh pnrul'� l i 1 _ T- � /� I � IF+�mdlo Lrgnntra�lkfennnly fnr l2<m�J IORNI•MP-109Aitn Nil Document management portal powered by Laserfiche j WebLink 9(01998-2015 Laserfld+c.All rights reserved. http://24.3 8.28.228:2040/weblink/DoeView.aspx9id=653133&ci=1 10/21/2016 - *OE SO�ly�lo Town Hall Annex J [ J [ Telephone(631)765-1802 54375 Main Road N ax(631)765.9512 P.O.Box 1179 G, • iQ roger.richert(c I own.souod.ny.us Southold,NY 11971-0959 �roulm BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:?_,106Aq6w_%JtCk 4(_010A®� Date: g0h-7 Company Name: (V f k c Name: �. License No.: �, a Address: Phone No.: 67 3 72 JOBSITE INFORMATION: (*Indicates required information) *Name: 6i� e_ aAA �e(, o f A *Address: wt\ *Cross Street: Nt; 9(%A S tr_e�, *Phone No.: ski. " gal Permit No.: �i/l 31 Tax-Map District: 1000 Section: _ Block: 7 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: Yom' / NO Rough1 Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �� ZC/ `y�� Elizabeth Thompson, Architect 250 Mercer St., Suite B806 , www.elizabeththompsonarchitect.com New York,NY 10012 tel. 917-848-1541 Oct. 19, 2016 Town of Southold Building Dept. Town Hall Annex P.O.B. 1179 Southold,NY 11971 Re: 1060 Second St.,New Suffolk,NY To the Building Dept.: Please find a residential building permit application and all required back up for filing. Contact my office with any follow up questions. Sincerely, Elizabeth Thompson, R.A. Elizabeth Thompson, Architect 250 Mercer St., Suite B806 www.elizabeththompsonarchitect.com New York,NY 10012 tel. 917-848-1541 Mar. 20, 2017 To: Southold Town Bldg. Dept. Enclosed are 4 sets of amended drawings for the building permit file for: 1060 Second Ave.,New Suffolk.Note that it includes the addition of a 2nd floor deck. i3 I 151 MAR 232017 -BUILDING D'1a . TOWN OF SOUTH®UD Residence Renovation Q �0 ' 1060 Second Street New Suffolk, NY NC1fE.,Si f?HttNNERYL BONDARCHUK � VOCkT-.'. -= 101,35' v~i Lot:_1000-117-07-25 _ SHED i COW Lot Area: 6,642 SF CH A1N t1Nlf FENCE M FE 0.51N OAA Ld " List of Drawings -METER N -}1.3 �� 15.1i.9' 3 CT - - — -- CE.' �} 1 Site Plan 2 General Notes 3 Foundation Plan ti � 4 First Floor Plan r: 5 First FI. Reflected Clg. & Electrical Plan . 15.3'- "` 1s.5� :°� 6 Second Floor Plan rIVE _ - - z Q 7 Second Fi. Reflected Vlg. - Electrical Pian �,�, M 8 Roof Pian - -to '� = n 9 North Elevation _j CO 10 East Elevation HEDGE 11: • 11 South Elevation 12 Door & Window Schedules N83'50'00"►k 101.22' 13 Structural Framing Plans & Typ. Wall Section 14 Structural Notes KING S'TREE'T 15 Structural Notes & Details -- - I 16 Structural Details ' - P - E Job Date Elizabeth Thompson Architect I�� -7 F560 W P 41r, «°7 250 Mercer St B806 917-848-15.41 Title Scale New York, NY 10012 _ www.elizabethth6mpsoharchitect.com REScheck Software Version 4.6.3 Compliance Certificate Project 1060 Second St., New Suffolk Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 270 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1060 Second St Elizabeth Thompson T.B.A. New Suffolk, NY 11956 Elizabeth Thompson Architect NY 250 Mercer St 917-848-1541 #13-806 et@elizabeththompsonarchitect.co New York,NY 10012 m 917-848-1541 et@elizabeththompsonarchitect.co m Compliance: 0.0%Better Than Code Maximum UA: 75 Your UA: 75 Maximum SHGC: 0.40 Your SHGC: 0.33 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 Area Cavity Cont. Assembly or U-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 170 21.0 14.4 0.028 5 Wall 1:Wood Frame, 16" D.C. 440 19.0 7.7 0.040 13 Orientation: Back Window 1:Wood Frame:Double Pane with Low-E 88 0.330 29 SHGC: 0.33 Orientation: Back Door 1:Solid 17 0.330 6 Orientation: Back Floor 1:All-Wood joist/Truss:Over Unconditioned Space 170 0.0 6.6 0.094 16 Crawl 1:Solid Concrete or Masonry 100 0.0 12.0 0.068 6 Wall height:3.3' Depth below grade:2.3' Insulation depth:3.3' Project Title: 1060 Second St., New Suffolk Report date: 10/19/16 Data filename: C:\Users\ET\Desktop\Phillips RESCheck 2015 rev.rck Pagel of 2 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 building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requireme liste in he RES hecl Inspection Checklist. files 6 u 2+48'4'1 �tps�N a g Name-Title A Signature Date Project Title: 1060 Second St., New Suffolk Report date: 10/19/16 Data filename: C:\Users\ET\Desktop\Phillips RESCheck 2015 rev.rck Page 2 of 2 ,F 2015 IECC Energy , Efficiency Certificate Above-Grade Wall 26.70 Below-Grade Wall 12.00 Floor 6.60 Ceiling /Roof 35.40 Ductwork (unconditioned spaces): Glass&D.. Window 0.33 0.33 Door 0.33 :Hezffln. &Coollftg Equipme Heating System: Cooling System: Water Heater: Name: Date: Comments 1 ' LI 67 �� _ T� 14`i =rte ��►�r f ' 7 206 �' _ �x� � ( r � ,I ►� - - - - , LD — \V/,I , ( x I� I�► a � 2X Ip I `� arc, >1I teft 0, E i rr� _ s ! l.-z1 _ a._ - � -` iA Ny F X;e —( y , ,. . ' ,,,. ({ —�L✓ If'" I��1�'t i'xc'"11 � 2� __\, •� tto b� P Job Date IACi�� I /Pb�l Elizabeth Th®tip ®n o ArchitectPY 250 Mercer St. 8806 917-848-1541 Title Scale "? TY P L� \vkv, ;' "icy M- ! New York, NY 10012 -I 4 ; - / ►t '-�'te t(- - - - www.elizabeththompsonarchitect.com _ �Q NOV 1 7 20,6 BUIELDWG MIT. TOWN OF SOUTI IOLD � �f-1 u N - / I o' f BIZ. - ` i — -Job �� Date �®n Architect Elizabeth Thompson p W g;V �r-�W- �Y j 260 Mercer St 8606 917-646-1541 Title Scale f New York, NY 10012 www.elizabeththompsonarchitect.com I/4E1 vi - 4 lV)A - - GENERAL NOTES FRAMING NOTES t ALL WOFk MATERIAL,ANMD EQUIPMENT SHALL BE N 2. THIS DR.AWNG IS AN WTRJMIFNT PREPARED TO t ALL FRAMM LUTABER SHALL BE GRADE 8TAMIF'ED R NALNG SCFZDLkE 94ALL BE AS PER THE N.Y.9 ACCOMANCE WITH TI•E NEW YOM STATE Utg:OFM FACLFTATE CONSTRUCTION AAO SHALL NOT BE DOUGLAS FR-LARCH STRUCTURAL MADE No_ 2 OR BULDNG CODE AS A t4NvIlB++LALL 2X8 STUDS BUILDING CODE,AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND SMALL RECEIVE 5-10D NALS AT SILL AND PLATE CONSERVATION CODE, AND LOCAL ALRHOPoTIES_ MAMR BET,- . ALL EXTERIOR MALS SWLL BE GALVANZED! 2. ,�L $I�ATW4G TO BE APA RATED,EXPOSME t 5/8- PLYWOOD SF;EATHhNG TO BE NAILED WITH 8 d P 4- 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13_ SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY V-vCKNESS_OR AS NOTEDL as EX)O R- EDGES AND B d P 12" o� ti�JM 28 DAY STRENGTH OF 3000 PSI SHALL BE DES�D AND BUILT N ACCOFOANCE S- ALL LUMBER SHALL BE GRADE STAMPED DOLMAS FR- VvITH THE SUFFOLK COUNTY DEPARTIVENT OF MALI 3 � 1� OQF 670 BE APA RATED STU D-1-FLOOR NTERMEMATE. E �1M1L.3-/-4'Mt•1 THCKNES& ALL EDGES CF -FLASF G LAKV STRIJCTtJRAI. GRADE 42 OR BETTER. N_ THIS 67F1lJCTtlfIE--HAS -BEEN -DE5XD- N- - - - —PLYW00070-BE_-SET-ON SOL;U-BLC}CKNC�GLUE AAD -IL ---ALL-NTEF�OR-AND EXTEROR FNSI-ES. - ----- ------ ACCOFIDAN+ICE WITH THE-NEW-YORK--STATE;-ENERGY -- -- - - NAD.-PL-YWOOD-SUBFLOOR TO-FL00R JOISTS.;.--. -AAD VSfATEPf�ROC N(3-SHALL-Bf:-BY_ARCHTECT.---- ---- 4. PROVIDE DOUBLE FEADERS AM TRZAAERS AT ALL CONSERVATION CODE. . . STAIR AND FLOOR OPENt GM POSTS AND PARALLEL { ALL HEADERS B•=D"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS�•ALL 13E ATTACFED To THE PLATE PARTITKM. EXCEPT AS NOTED ON DFAWN(3 is ENC-NEER TO BE NOTIFIED N WRTNG OF ALL WITH. DOUBLE LIGHTS. 9"-07: AND- OVER.WITH AND STUD WITH GALVAFJZED HUWXANE TYPE CHANGES PROR TO AND DLRgG CONSTRUCTION. TFIFLE:l)PfX;FITS ALL (•FADERS=$HALL="BE-._A COIt,'ECtORS BY 'TECO"OR APFP�OVEO EOUAL FOR BROGM TO BE PROVIDED FOR ALL JOISTS AND M1NDViCIM OF 2-2X6 OR AS SHOWN Otk[oAwNG. TIMBER POLE FOUJDATIOM. PROVIDE t- CAN E- FLOOR BEAMS. SPACING NOT TO EXCEED S.0 FT. a ELECTRICAL AND MECHAWAL-COMPMENTS 70 BE CLOS AT ALL PEFOLETER JMT To GFCM DESIGNED AND SPECIFIED BY OTHERS. & ' SOLO BLOCKING SHALL BE PROVIDED FOR ALL JOISTS CONNIEC71ONS. @_ ALL DIVIENS049 AND GRADE CON01049 TO BE AND FLOOR BEAM AS PER A1Y.S.CODE OFl AS NOTED VERIFIED BY CONTRACTORISI PRIOR TO START OF . It. ALL STRUCTURAL STEEL TO BE ASTM A38 WITH ONE t• B'-0' O.C.W PROVIDE 2'SPACE FOR AA t3. ALL-PFE-ENMEtRED LUM ER MALL BE CE��1 CONS7RUCTK?N AND OFOERNIG OF MATEFMS. Thi§ COAT EPDXY PANT. ALL FASTENERS TO BE ASTM cncLLATK)NI IN ROOFS. = PAC FCC. CP1 SEFES WOOD-t-BEAMS : AND LVL. FOUNAATKx! HAS BEEN DESIGNED FOR A SOL A-325 BOLTS, 3/4' DIAMETER PRODUCTS OR EOUAL ALL JUSTS. GOERS AND LAVE BEARNt3 STirFEtERg INSTALLEDBEAFRC CAPACITY OF:TWO r21 TSF AND GRADES 0. DOUBLE FRAL443 AROUND ALL &ENNG3 I-Elry la.. HEAVERS SHALL ! LESS THAN M -CONTRACTOR SHALL VERIFY THAT I& CONTRAC7CS•SHALL OBTAIN ALL PERMITS AND alakfelc 1 OR AS NOTED ON DRAWING I AS-z PER_- MANUFACTLFM FIECOKOJEMATKN& WEB THESE CONDITIONS ARE MET. ALL FCL BENEATH NSURANC:E NECESSARY TO PROTECT THE ENIG tIEERSTFFEPIERS SI LL$E FEOUDED AT ALL LOAD AND CONCRETE SLABS TO BE COMPACTED. TO 95! AND OWNER 7_ DOUBLE- LIP FRAMING MIDER ALL POSTS AND PARALLEL BEAFM POINTS AT A M�3VIM A SINGLE 1 3/4- RELATNE DENRIY. PARTITK MS OR AS NOTED ON DRAWfM LVL- FQ=.j7t9T 94ALL BE FEOUIPED AT FLOOR IS_ DO NOT BACKFILL AGA ET FOUNDATION- WALLS PEMETEAS HANDLM STORAGE AND EIECTION OF 7. ALL HEADERS 8.0 FT N LENGTH AND OVER TO BE UNTIL FLOOR SYSTEM INSTALLATION 13 COMPLETE. a ALL f=LLW WOOD CONNECTPOM WALL BE FASTENED - COwaEENTS SHALL BE AS PER MANLFACTIRERS StRPORTED BY DOUBLE UPRGHTS, g0 FT AND OVER WITH RATED GALVANIZED METAL CONNECTORS_ BY FECOq �.&NAAT10N3. BY TRIPLE UPRK;-tiS. ALL HEADERS TO BE 20. PROVIDE CARBON MOWXIDE ALARMS ON,EACH LEVEL 'TECO' OR APPROVED EQUAL. 14. ALL M!LTPLE LVL pftC? CTS TO HAVE 2 ROWS OF 1/2"DTA. t, RJM OF 2-2:S OR AS SHOWN ON DRAWNQ i At.O N BASEIvENT t F APPLICABLE t. P05iT10N NEAR S. PROVIDE FiRE5TOFfiNG AT ALL LEVEL ENTRY FROM HOUSE TO ATTAtAb GARAGE.AFOA GALVANIZED MACF'NE BOLTS F f?"-O_C__-:_ PEhETRAT40tdS 21. SMOKE DETECTORS FfOLFIED N EACH BEDROOM AND B. PROVDE PLA. 1G AT ALL ROOF 81�EAxS. ON EACH LEVEL OF DWELLING AS REOLIFED BY i -- G't I MYS.SKYLIGHTS. EXTEFIIOR DOOM, W"OW3 NEW YOM STATE RIILM C CODE.. ------- --- - -- - -------- - AND DECKS ETC- 22. ANY ALTERATIOR FEPAIR AWTION OR CONVERSION TO ICL 00 NOT SCALE DRAWINGS. AN EXISTM DWELLING FEOUFM A BULDIreo PEFiAT NOW FIEUVES THAT ALL SLEEPNG ROM N TFE- Structural(Votes: IL DESIGN CONSULTANTS OR RECORD ARCHTECT- I-1{i M BE UPGRADED WITH HARD WIRED S = ENGfrEER ARE NOT RESPONSIBLE FOR - THE INTERCONNECTED SMOKE ALARMS-' = ti - N7ECTiOR SL,PERVISION.OR ADMINISTRATION OF1: All frarninq lumber&p TtyVilood shall be Formaldehyde free. MS CONSTRUCTION PROJECT. FEDERAL. STATE 23_ THE NYS CODES ALSO APPLY TO ACCESSORY _, .,, ,_.. : ,•. ,• .;,, = , AND LOCAL ZONING AND BULDNG CODE COMPLIANCE STRXTUAE DESIGN. Z_WOOd'T ISIS;fiead6rs and rafEers specified on drawings,should be substituted byTJI s or S1-CALL BE THE RESPONSIBILITY OF THE z.,-,_,._, _._ --,- .. ., .. - . CONTRACTOR. 24. GARAGE DOORS TO BE RATED FOR 120 N&PH.WM LOAD.. _ z, : 43 of similar`sttength.' 4:,All existing fi=aming size and condition to be verified in field. - Job. I b� � •p �� Date - - - Elizabeth Thompson Architect ------- =— �r - - ,-_--- _--- --_�IS01'�= - .. 250 Mercer St. B806 917-848-1541 Title Scale New York NY 10012 - www.elizabeththompsonarchitect.com __ I Is 1 I I I --r - - - 1 _ Job 1�C � I✓IE7 ��, Date --- Elizabeth Thompson Architect Zl-.,U fly 11�011(v 250 Mercer St 8806 917-848-1541 Title Scale f New York, NY 10012 �' cl www.elizabeththompsonarchitect.com 1/4 I � f D IV C O I --- � I- IID u� —---------- - iZel I - 4 ill ! _ _ . ' i JobI� �� Date 6570 Elizabeth Thompson Architect wFAN 6u r-c ► Py 9�7 �r� 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 �® ,►r ,� �i www.elizabeththompsonarchitect.com l p I� t I I � Job Date Elizabeth Thompson Architect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 — www.elizabeththompsonarchitect.com �� .r� PCS IA 1 TFO 144 i N � =cq_ j 6T�1*' I A -44- -4 FAI OIL -- , M- -- I p i7WX ff.t f L A i Job �� Date - - - Elizabeth Thompson Architect I f 250 Mercer St. 8806 917-848-1541 Title Scale _ New York, NY 10012 /K1'O w> �j,COFL- rL4kI ,� www.elizabeththompsonarchitect.com r .LP 6P -- - - � 1 ' I / I 1 \ OXZ - I--- - - - ----- --------- ------ -- - ------ - - --- - Elisabeth Thompson Architect __J�b 1 Date �� l� N6v �uFi%O�PIH'T / P W- 1�11 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 G.�6OWD rL, mn.R�1'60 Lw=ww.elli,zabeththompsonarchitect.com �� L��Go4L w � E I rt PA n - I t _ JobDate 10 ®�� G��Gc�l.,@D ��(� � - - Elizabeth Thompson . Architect 0 6`� �ut%�G`�� SIT' 9�*0[-ra 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 �00� 1/411 SII 1 www.elizabeththompsonarchitect.com I - , I I - I 2 I - LD ANN I Jobdate Elizabeth Thompson Architect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 VA www.elizabeththompsonarchitect.com ` i I � (� O e '' I y 1 Yo Job Date Elizabeth Thompson Architect IoC� *�60D /�7T' W6V 1�-?UFFc ulf-f O'y 250 Mercer St B806 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com i - -.--ILU .............. .............. .................. ,lob Date f Elizabeth Thompson Architect w O 4lu 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - chitect.com �®�� ,_ www.elizabeththompsonar a � -- - - ---- - -- -- - - - - - -- - - - - - - - - --- - -- - - - --------------- - - --- - -- ------ -_ - - - -- - - -- ---- ---- --- - - - - - -- ----- --- -- - - ------ --��_- -F F - - ---tom ---•-- -- - - - -- - -- - -- -- -- - - - - - - -- - - - - =I^—=—AU 41 ftA ja ------ - - --- - - -Tp wTFo5_ ov�F1- Z _L� L'r-0�_-P F7L !'IUPC-1 f JobDateElizabeth Thompson Architect C, �r F ' w� DR 250 Mercer St. B806 917-848-1541 Title scale New York, NY 10012 dam 2- k4b W 1�ev www.elizabeththompsonarchitect.com 4 P, 61 4+ jig JJ V] 4115 C t Ij �+\ Oil 1 4 = • , 4 1 EJab � ®ate (1/16 f 1(a Elizabeth Thcmp�on o Architect �� l P 250 Mercer St. 5806 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com Joint Description Nan Sizes Nall Spacing ROOF FRAMING Rafter to Top Plate (Toe-nulled) 3 - fid per rafter p 4• . Ceiling Joist to Top Plate (Toe-nailed)- ' 3 - ad per Joist pESEG CRITERIA: i Ceiling Joist to Parallel Rafter (Face-nailed) - 3 - 16d each lap - Ceiling Joist Lops over Partitions (Face-nailed) 4 - 16d each lap Collar Tie to Rafter (Fate-nailed) 2 - ad per Ile Blocking"to Ratter (Toe-nulled) 2 - 8d each end Rim Board to Rafter (End-nutted) 2 — 16d each end j GROLM SNOW LOAD — 45 PSF. WEATHERING — SEVERE wAu FRAMING ; FIRST LEVEL — 40 PSF. L.L. FROST LINE DEPTH — 36- Top Plate to Top Plate (Face-nailed) 2 - 16dr per fool ; LiViNG AREAREAS — d0 PSF. L.L. TEFUITE -. MODERATE TO HEAVY Top Plates of Intersections (Face-nulled) 4 - lad joints-each side BEDROOMS - 30 PSF. L.L. �`py --f�'Ltf_'V(--fT Stud to Stud (Face-nailed) 2 - 16d 24' o e. DECAY i I l _- Header to Header-(Face-nailed) 16d 16' ox. along-edges i aep�D SPEED - ssa �� Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 3 ��YY aa'77r�� C �L ICE 9AELD RLAYWNT REOUIRED - YES 2 - 16d per 2x6 stud SEISMIC DESIGN CATEGORY — 5 2 - 16d per 2x8 stud z _ Bottom Plate to Floor Joist•Bandjoisl.Fndjoist or Blocking (Face-palled) 2 - 16d"' per foot Ji FLOOR FRAMING .DESIGN CRITERIA: Joist to toll Top Plate 11 Girder (Toe-palled) 2 - 6d per Joist DESIGN ehI At;,CORQANGE WITH MERiCr!!N:FOREST' PRODUCTS Y4lt30D FR1BlhrIE Bridging to Joisi (Toe-nailed) 2 - 6d each end Blockkling to Jolsl (Toe-nailed) 2 - ed each end z - -- - " Blocking to S1111 or Top Plate ( Toe-nailed) 3 - 16d each block Ledger Strip to Beam (Face-nailed) 3 - 16d bath Joist ` C4N9TRUCT0N MANUAL FOR 6 + �"2 FAMLY WSE -,'`tNGINEERED DESIGN Joist on Ledger to Beam (Toe-nailed) 3 - 8d per Joist Band Joist to Joist (End-noiled) 3 - 16d per Joist j - Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d' per foot ROOF SHEATHING Structural Panels ad V c.c.perimeter zone . other 6 a.c. edges of panel , 12' o.c. Interior Diagonal Board Sheathln. of panel 1' x 6' or I- x 8 2 - ad per support 1' x 10' or wider 1 - 8d per support CEILING SHEATHING Gypsum Wallboard 5d 7- edge / 10' field g WALL SHEATHING Structural Panels Bd (see table 3.9) Fiberboard Panels i 7 / 16 6d 3- edge / 6' field 25 / 32- ad 3' edge / 6' field Gypsum Wallboard 5d 7' edge / 10' field HardboordBd (see table 3.9) Particleboard Panels Bd (see table 3.9) Diagonal Board Sheathing 1' x 6' or I- x 8' 2 - 8d per support 1' x 10' or wider 3 - 8d per support FLOOR SHEATHING Structural Panels 1' or less ed 6' edge / 12' field greater than t' iDd 6' edge / 5' field Diagonal Board Sheathing 1' x 6- or I' x 8' 2 - 8d per support 1' x 10' or wider 3 - 8d per support - i 11 Iling requlrements are based on wall sheathing nailed 6' on-center at the panel edge. V wall sheathing Is nailed 3' on=center aF the panel edge (o obtain higher shear capacities , nailirig requirements for structural members sholl ! be doubled , or altemate•connectors , such as shear plates shall be used to maintato the load path. > > When wall sheathing is continuous over connected member3 , the lobulated number of nails sholf be permitted to be reduced to 1 - 16d nnA per foot. .lob_ Date i Elizabeth Thompson Architect 250 Mercer St. B806 917-848-1541 Title Scale New York, IVY 10012 �fw � ' www.elizabeththompsonarchitect.com �� `� . WINDOWS — GLAZED QPENING - HUMCAM CLF I TYPICAL PROTECTION IS LOURED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF i ASTM E 1998 AND OF ASTM LBBB. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 4'-0" - c JACK POSTt sT PAP MAX. EACH Ei n NAILS 04s _to 48- 2 1/2'WOOD / 4-Od NAILS SCREWS CB12-O.C. TYPICAL 1/2" PLYWOOD x SET W r FROM PANEL EDGE OF PANEL o - co ---FLOOR JQMT- I LARGER PANELS TO BE COSTOM DESIGNED. - - SRviPSON M6727 ' I 1/2'WIDE_20 GAGE METAL STRAP 0148'OC. MAXL UM. PANELS TO 8E PRECUT TO FIT OVER WINDOW5 WITH " HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO _ _ _ TOP OF FO"AT*N ALIGN WITH WMOW JACK POSTS.HEADER 4 SILL PLATE. PANELS TO BE MA04TAMD ON SITE. rl LABEL LOCATIONS ON EACH PANEL. i I 12 I - Wil.• .• ELEVATION - ( I CVI - HOLD DOWN + SHEAR CONNECTION CRITICAL PATH V2IA.'DGALVM= MACHNE BLOT W/WASFEHM - AT Pr O.C. END VIEW SIDE VIEW - f - Job Date LVL BOLTING DETAIL Elizabeth Thompson Architect t��\� ��/�p 4T BCLTif`IG SNAR FOR DaXLE LVL 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 7 www.elizabeththompsonarchitect.com l ' / i I II RILATA-20 GAGE RIDGE DGE STFAP-ALL ROOF RAFTERS 2 x 6 TIE 01 EACH RAFTER i IN LIEU OF STRAP. 51 c _ICE SHIELD UNDERLAYMENT =1 REQUIRED-24"FROM EDGE =a F h 7 €i 1= h ! ' 0 _� F=7 E Al TERNATE POSITION OF f . __ 9 10 =_.f- 100<9 < 45° i HURRICANE CLIP USE SIMPSON H3 ' i 1 I i GABLE ROOFS GABLE ROOFS ° ' e � 10 10°<944!? I SIMPSON H2 HURRICANE i CLIP MAILED FROM j PROVIDE Ed COMMON I RAFTER TO STUD - NAILS O.C.AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5- 8d NAILS EACH END SHEATHING- °' { PROVIDE 8d CONMON MALS V 4'O.C. AT HIGH PRESSURE ZOPE-8-D.C. , AT NTERUR PORTKM OF ROOF-TYP. j APA RATED PLYWOOD TO _ - I EXTEND TO TOP OF TOP j PLATE =1 `= F- 1 F 9 1 MST37 METAL STRAP E �JACK POST 1 '1 MST27 C,STUDS w/ 4- 8d NAILS 0148"OJ_ I EACH END-TYP. 10°< 8 4C 30° HIP ROOFS 3 DOUBLE TOP--4:2k 0 PLATE \--PLYWOOD SHEATHING 10 < 9 G 30 I TO OVER LAP BOX i 2 x 6 C116-O C BEAM- TOP+BOTTOM STUDS p PROVIDE Bd NAILS P 4-O.0 AT PERIMETER INTERIOR i PORTIONS OF PANELS IN HIGH PRESSURE ZONES- NOTE :a = 4 FT.N ALL CASES 4 - Bd NAILS , WRAP+NAL STRAP 1 f 4- 4d NAILS l fu°0:1RD SILL PLATE COMPONENT -AND CLADDING-PRESSURE=ZONES- � AT ANCHOR BOLT SIMPSON MST27 1 1/2"WIDE-20 GAGE METAL STRAP e4B-OC NAIL SHEATHING TO SILL PLATE 111, 8d NAILS eb 4-OC r 2 - +S REfsAR �s - 2 x 6 SILL PLATE ACO TREATED. ISEE FOUNDATION DWG 5/8-%12-A.B.c648-OC IFOR DESIGN - w/ FENDER WASHER — - -- SECTION _ - Elizabeth Thompson Architect --J�bl°�� `—��— '_ -- "- Date �6 !; I 250 Mercer St B806 917-848-1541 Title Scale / New York, NY.10012 _ N www.etizabeththompsonarchitect.com --- 6'� ��1 LA 1 - El - g� x,1-171 vP% IC I ❑�� V ❑ r I ( vow MAR 2 3 2017 ❑ idT► 5irI50 - L 1111 -r IBUMDING DEPT. TOWN OF SGUTI-I.OLD er 732 8F N Job Date 3�ie/i Y Elizabeth Thompson Architect WC�� 610rrbllp Wr 250 Mercer St. 8806 917-848-1541 Title Scale New York, NY 10012 I I www.efizabeththompsonarchitect.comI �� it 1 1 6 �l.�r.��p �xl�f► ExfE�, y � Job l®(®® /gyp® Date Elizabeth Thompson Architect j u� *L)rFOII/r- , wy, 11.30/1( 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 ; F 1 V1,1r r"► PL W I/f`!�-D a4, i I www.elizabeththompsonarchitect.com RAW IA I ,ST3 II i ^e 14 t AIAi �y Ab D\Y, Ta 1411 (06'v l: �k--ro i � { [wor aw pvlicl - O LD A f 0 M rl-x I - -' -- Ag I' '®F NEY�o� Job � Date 30P7 Elizabeth Thompson Architect E L ,® 250 Mercer St. B806 917-848-1541 Title Scale ' New York, NY 10012 www.elizabeththompsonarchitect.com A �i-:r_� i�� LP _46vc -Mr li`( OVIwCe. i 06W WAAIA'?60W46 73 I I \ t s wa 09® OF y� Job IDC ® � �® �� Date 1/1607Elizabeth Thompson . Architect __ N6v 7u� ��1 HITIIS/c� 250 Mercer St. 5806 917-848-1541 TitleScale New York, NY 10012 Gf IaD _L R �� e www.elizabeththompsonarchitect.com �� ( i Tqlv, 19/1 L, I - '. VA 9/1 PN +.t �-110 t,wss TO pp��aP, Job 1®600 12 Ell/-O Date 's I0 17 Elizabeth Thompson . Architect �4eW 1:70l=RAW-, PY 91*0 tO f *) 1 250 Mercer St. B806 917-848-1541 Title scale New York, NY 10012 rLo® 1/4 11� www.elizabeththompsonarchitect.com _ - - - — — - - - 4— — — - - - - - -- 2 04f: VZ , 7- . 1 �r73 J4 �X ISI ti ICS �� t I a . Elizabeth Thompson Architect - Job Date �I►b(i 7 w6Ak �10 WY 250 Mercer St. 8806 917-848-1541 Title Scale II II New York, NY 10012v� www.elizabeththompsonarchitect.com e I 71 (Z LL DA 'F COF} Job Date 3/10/11 Elizabeth Thompson Architect _ 10&0 I].3o�lr� 250 Mercer St B808 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com f ' 1 jj j I , f 1 i ` , I . 9 � 8 nab f M • � J,t i6 AP, CP OF'H Y Date V100 Elizabeth Thompson Architect Job 1OGO QIP P W 6 euF , p`f 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 r www.elizabeththompsonarchitect.com SECT CAL _ -- APPROVED AS N®TD ---__-.--- -- --- - }N DA PU-ILB.P. Residence Renovation FE - �JOTI B ILDING DEPA ENT AT 765-1 02 8 AM TO 4 PM FOR THE 106.0 Second Street Z ¢ FOLLOWING INSPECTIONS: COi,� �Y t.�`i r--I O� 1. FOUNDATION - TWO RE New Suffolk, NY _ CODES OF' _ REQUIRED NEtJ'r1 YORK STATE & TOWN CODES N 4 F;S�EPHEN.:�c-�'CHERYI. BONDARCHUK ' FOR POURED CONCRETE rn r _ a 2. ROUGH - FRAMING &' P LUMBING AS REQUIRED�� ,Qh,�CLZ1QN OF 'F . _ Lot: 1000-117-07-25 '101.35 t� 3. INSULATION , 1I ITun�n Tnia��o n + . . t W t 4. FIN - Lot Area: 6,642 SF �"" ��'-" L I AL CONSTRUCTION.MUST �J x , CH N 11NK EENCE r BE COMPLETE E FOR C.O. -- --- _ RD _ — i PE ALL CONSTRUCTION SHALL MEET THE �I�t 0-1107,7 T WTEES o,a'N_: = 0.5'� REQUIREMENTS OF THE CODES OF NEW • :.�- , , ' '- .- - ='•..�: � - -- -- • ': -'.' a.a�'tiv - � . � YORK STATE. NOT RESPONSIBLE E FOR List of Drawings ' WATEfi C DESIGN OR CONSTRUCTION ERRORS. MEcE TER ! J 1 Site Plan RETAIN STORM WATER OCCUPANCY OR ,.2 Genera! Notes PURSUANT TO CHAPTER ' $•0 ' a �' F ,3 Foundation Plan Ot- THE TO R 236 'S.0 SHED `� USEI& -UNLAWFUL _' LVE 4 First Floor Plan WN CODE. WITHOUT CERTIFICATE First FI. Reflected Clg. & Electrical Plan HSE. E o OF OCCUPANCY Second F-= 6 Second FioRefected CIg lan FAI & Electrical Plan - -- - -- ---- . 1 0 �, n 8 -- Roof Plan - w -1p N - = i 9 North Elevation_ Z _ v 10 East Elevation HEDGE HSE. 11 South Elevation N83.5p'o0"Ylf 101.22' - 12 Door & Window Schedules 13 Structural Framing Plans & Typ. Wall Section __. 14 Structural Notes , = . KING. i STREET 15 Structural Notes & Details �:D 16 Structural Details �r w 0 9 01 pew 1rc OF H�� Job Date . Elizabeth Thompson Architect - 250 Mercer St B806 917-848-1541 Title Scale New York, NY 10012 - www.elizabethth6mpsobarchitect.com 171-rD IPL-AQ - �,�;��10I - - -- -- - -- -- - - - GENERAL NOTES FRAMING NOTES I ALL WOW MATERIAL,AND EOUIH&NT WALL BE N 12. THS DP.AWM3 IS AN WSTR1 AfNT FFEPAFED TO t ALL FRAArM LUMSSER SHALL BE GRADE STAML'ED R NAILING SCIZDL LE WALL BE AS PER THE KY.9_ ACCORDANCE WITH THE P£W YOM STATE UNTOSM FACILITATE CONSTRUCTION APO SHALL NOT BE DOUGLAS FR-LARCH STRUCTURAL (LADE No. 2 OR BULF?N(i CODE A9 A t4N+ALR++i ALL 2X8 STILUS BL�I.DNG CODE,AND THE NEW YOIFN STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AtmSHALL FECENE 5-100 MALS AT SILL AND PLATE CONSERVATION CODE, AND LOCAL AUTHORITIES. OWNER BE I" . ALL EXTERM NALS SHALL BE GALVANIZED) ALL CONCRETE SHALL BE STOW AGGREGATE WITH A 11 SEWAGE DISPOSAL SYSTEM APA FRESH WATER SUPPLY 2 } EATING TO BE APA RATED,EXPOSURE l 5/D3" 2- : Mf%IIvW 28 DAY STRENGTH OF 30M PSI SHALL BE DESWED AND BUILT N ACCOSOANCE "� ��OR AS NOTED 10 PLYWOOD SI�ATHtS^ t0 BE NAILED WITH 8 d Q' � " WITH TF-E "FOLK COUNTY DEPARTKNI OF hEALTH ac. EXTEI?:OR EDGES AND 8 d � t2" o� 3 ALL LIMISER SHALL BE CRADE STANA'ED DOUGLAS FR- - 3 OOF3Na TO BE APA RATED STLJFIQ+FLOOR NTEFDULTE - - E E 3/A'MAL TI-XXWSS. ALL EDGES OF LARCH STRUCTURAL GRADE 42 OR BETTER - N_ THS 8TRUCTL%--HAS '-BEEN --DE.WED- N-" - --PLYW0OD70`BE SET-ON SOLD BI:OCKNC?<GLUE AhU° -R - ALl-NTEI -Af`A_ExTERpOR FNS ES.-FLASI�Tf(3 - ---- -------- ------- -- --- ACCOMANCE-WITH—TE-NEW-YOFK--STATE--ENERGY -- -- _-- NA&PLYWOOD-SVBFLOM TO-F100_R JOeSTS.------ --AMWATEFP-pooFm-SHALL-gE-BY_AFIQt-IITECT.---- ---- A. PROVIDE DOUBLE HEADERS AND TRI. RS AT ALL CONSERVATION CODE. - - �LJPFORTED 12. ALL ROOF RAFTERS MALL 6E ATTACI'ED TO Tl E PLATE STAIR AND FLOOR OPENUM POSTS AND PARALLEL +L ALL MADEFtS B•=D"AND OVER SHALL BE PARTITPOSu3, EXCEPT AS NOTED ON DRAWING. IS ENGINEER TO BE NOTIFIED N WRITING OF ALL WITH. DOUBLE UPFX;-IT9. WHY. AM-'OVER, WITH AND• STUD. VWH GALVANZED HURRICANE TYPE CHANGES FROR TO AND DURP%IG CONSTR IXTION. TRIPLE:L"XI3•{TS ALL FEAOERS'SHALL':BE A CONNECTORS BY "TECO'OR APPROVED EQUAL FOR BFJDGM TO BE PROVIDED FOR ALL JOISTS ANS AANIl+dL1M OF 2-2X6 OR AS SF•tOWN b PRAWN_ 0.FER AT E FOUNDATIONS. VIDE �1;� FLOOR BEAMS. SPACING NOT TO EXCEED S.0 FT. a ELECTRICAL AND MECHANICAL•COIPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 5. SOLID BLOCKING SHALL BE PRQVDED FOR ALL JOISTS CONNECTIONta e. ALL DIVI'2NSIONS AND GRAM CONDIT049 TO BE AND FLOOR BEAM AS PER N.Y.S_CODE ORAS NOTED VERIFIED BY CONTRACTORSI PRIORI TO START OF . 17_ ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE #1 8•-0" O.C.MR PROVIDE 2"SPACE FOR AIR b. _ALL PsE � -ENGmCFED LL*MER SHALL BE cEA CONStRUCTION APO ORUERM OF MATERIALS. THS COAT EPDXY PANT. ALL FASTENERS TO BE ASTM CIRCULATION N ROOFS. PACIFIC-_ DPI SEFIES WOOO-1-BEAMS : ARID LVL FOUNDATION HAS BEEN DESIGNED FOR A SOIL A-325 BOLTS.3/4'DIAMETER PRODUCES OR EQUAL ALL JOISTS, CFUM AND . BEARING CAPACITY OF-Two I21 TSF AND GRADES 8. DOUBLE FR?1v4i1C3 AROUND ALL MEN NGS 1-3kyighle., t EbEFIS-SHALL HAVi2 BEAFM STIFFENERS INSTALLED LESS THAN M -CONTRACTOR SHALL VERIFY THAI IR CONVTRACTCR-SHALL OBTAIN ALL PEMATS AND el*i-vk.I OR AS NOTED ON WY(f Cs'R._ AS'-,-PER- MANYA.CTLTM RECt7ult� NDATICN& WEB TF-ESE CONDITIONS ARE kfT_ ALL FILL BENEATH INSURANCE NECESSARY TO PROTECT THE ENGINEER STFFENERS�SHALL-°BE FEMKI)AT ALL LOAD APD CONCAETE SLABS TO BE COMPACTED. TO 95% AND OWNER 7_ DOUBLE- OF FRAMING UNDER ALL POSTS AND PARALLEL BEAFM POFNTS AT A MMMUML A SINGLE 1 3/4- RELATIVE DENSITY. PARTITPONS OR AS NOTED ON DFLAWF GR LVL- Fji JUST SHALL BE FEOLWED AT FLOOR IDP: DO NOT BACKFLL AGAINST FOUNDATION- WALLS PER%ETERS R04CLM STORAGE,AND E%CTION OF T.- ALL FEADEPS 8.0 FT N LENGTH AND OVER TO BE UN tL FLOOR SYSTEM INSTALLATION 13 CO VLETE. a. ALL FU1SH WOOD COMECTFONS SHALL BE FASTENED - COMP'O'NENTS SHALL BE AS PER MANUFACTLFEAS SUPPORTED BY DOUBLE UPRIGHTS, QO FT AND OVER WITH RATED GALVANIZED METAL COt ECTOR9 BY FECOMZSNUATK)K BY TFELE LffgaiTS. ALL HEADERS TO BE 20. PROVIDE CAPSON LMP OXIDE ALARMS ON,EACH LEVEL -TECO"OR APPROVED ECAJAL Ar ASA OF 2-2:S OR AS SHOWN ON DRAWING. tm G. AIN BASEI�NT 1 F APPLICABLE t POSITION NEAR 14. ALL M!LTpLE LVL PROOIICTS TO HAVE 2 ROWS OF 1/2"VA B. PROVIDE FiRESTOFFdVG AT ALL LEVEL ENTRY FROM HOUSE TO ATTACHED GARXIaE,11F3EA GALVANIZED MACHINE BOLTS P 12 O-C.._-_:_ REI, TRATIOtJS 21. SMOKE DETECTORS F SOURED N EACH BEDI a AND e. PROVIDE FLASs-M AT ALL ROOF BREAK& ON EACH LEVEL OF bWELLNG AS REOUEER 13Y - - -- -- C - NEW YORK STATE BULDtld CODE.. - - - ---- - - t-�MJEYS.SKYLIGHTS, EXTERIORl?{X?�. WINDOWS - --•-------- - -- -- AND DECKS ETC- 22. ANY ALTERATION,FEPAIR AMTION OR CONVERSION TO 1Q DO NOT SCALE DRAW11lG3. AN EXISTING DWELLING FEOUFM A BULDP,IC3 PERi'vU NOW FEOLVES THAT ALL SLEEK43 ROOMS IN THE- Structural Notes": IL DESIGN CONSULTANTS OR RECORD ARCHITECT- RXISE BE LPMADED WITH HARD WFED S EN Gf�EER AFE NOT RESPONSIBLE FOR- - THE INTERCONNECTED SMOKE ALARMS `:-•' -' : - IHiSPECTIOR SLPERVIStOPJ.OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL_. STATE 1: A I ffat_ incj-iumber&plywood shall be Formaldehyde free. For- AND LOCAL ZONING AND BULDNG CODE COMPLL&NcE 23. THE NYS CDDERI ALSO APPLY TO ACCE530RY nj, __ _-;,-_.n _' -• , SHALL BE THE SESPONSBILITY OF THE STRUCTUR3E DESIGN. 2.,VVOod t01$tS il`�aders and rafters specified on drawings,should be substituted byTJl s or CONTRACTOR24_ C,pP,A, DOOM 70 BE RATED FOR 120 WR V(IND LOAD. _ - Ims gf similar strength.' All existing framing size and condition to be verified in field_ - y1fi T 01 ® 7Z - - Job. �E7� �1��-•C� �a I � - Date Elizabeth Thompson Architect -- -- 250 rchitect 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - www.elizabeththomp$onarchitect.com IS I 1 I t I (/��J�P J-1-I�LF S/-.Js�..i/i/ Ir - - ' - - - - , - I 0 I Joblb� Date -- Elizabeth Thompson . Architect .,� � Py 1I*011(o 260 Mercer St B806 917-848-1541 Title scale f New York, NY 10012 �, ►1 www.elizabeththompsonarchitect.com f�pt'prl, T'top FLAW 1/411 1 t - t 6 TI -T-T f _ - o --- gam ------- -- � I I - - 4, ; -W �x Ira - --.� - 17 - - - - — — — ❑ �� __=--_-CTS== � - --- - _- � BAR, er - il ot% r i 3 - Elizabeth Thompson Architect yob Date - 0 RN �a rb-K' Ic y ( � 250 Mercer St. B806 917-848-1541 Title scale AM New York, NY 100 12s �Lev � �� I ��f�,��i - www.eiizabeththompsonarchitect.com O � i - 1 I � � aEO Job Date - Elizabeth Thompson Architect WZvi=FoLIK- wY, �� t 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 www.elizabeththompsonarchitect.com �I � - f I 4 -9 { �y - i �V ✓-4---�-✓--�- - _ __- - 1 - • _,! - r ► -�_ MMAV- 4/f A7 REDiN - ---- -- - --------------- -- - C �- - Job Date IC> � Elizabeth Thompson Architect 250 Mercer St. 8806 917-848-1541 Title Scale New York, NY 10012llctlo� ii www.elizabeththompsonarchitect.cora a : i - - I � I / � I � I � - D A - - ----------- -- -- - - - �� Od ' 2 Job Elizabeth Thompson Architect _- ►opo �� , Date q Ev e7u FC LIP I HIT 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 1;7660wD rL' eIL6-tr 11 1 www.elizabeththompsonarchitect.com AVE L��IG�L V4 I 'V I I ° � I T94 IgMe 71", i I �-- --4 ` �a �- JobI®�� D � Date 9 -- _ Elizabeth Thompson Architect ��`,� ut% �� 9J*0[1ty f 1) 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 _ www.elizabeththompsonarchitect.com E - k- . I I I ED 0,� � yA 2 �• PIN I JobDate Elizabeth Thompson Architect - Id�,a � l� 3 _ l 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 100 12 www.elizabeththompsonarchitect.com G i I I I I ' _ I I I I I LLII LI EU I ED A 0):_iY `— 1 -�{ -- —- -- -- —�1� L- —-- - - — - - - taw r` A Job Date • � Elizabeth Thompson Architect - 250 Mercer St B806 917-848-1541 Title Scale ` New York, NY 10012 www.elizabeththompsonarchitect.com �� I I ' 4 _ I i i - I O i 7 1 I i I I Ob Job � � Date � Elizabeth Thompson . Architect eu 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 - 47001'4 5L6yA1'1bQ F_ www.elizabeththompsonarchitect.com � i y h � - - - - - -- - - - -- = A - -- 11 - µ - - - 44 =-- ----- ---- ------ - - - -- - -- - ---- \ Ex P .fel.- - --- ---- --- ---------------- - -- -- - - - , - - -_ ---- - - ---- ------- -- �k - I --_ 1 = -- - _-_-- - - -- -- - - I - 141 �l AUP 69660 Job I �D Date Elizabeth Thompson Architect wg\V 150FFOLIVI, WT 250 Mercer St. B806 917-8448-1541 Title scale New York, NY 10012 ��, k� W I IAV - www.elizabeththompsonarchitect.com -•------------__-�_ --- - - =�R;�?�- -� i Z� Pc�� - --- -1�t r-. _c�. �I-__,•-I:��_t�•.. �_ - -b�- a� �I� -��c I - ��.�� _ m,�.�.,e.�, ___.,v, _ - -__ I Iol. - ----SII w1-41- - - -- - - - - jai .11f`11 PL`swv- '74t:-TA 1- - ZX' lei acs l✓X I e r t1' MCI- � � • - - _ — -..�'P�� ' �� __ ._ - -- - �e �-- ct , - --_-:_------ - - - -. - alp r - - i� - - - r `eu APt T15 P 00a OF PIA Mllf 13 t Job ! Date Elizabeth Thompson . ArchitectPy ! 250 Mercer St. 8606X17-646-1541 Tithe Scale s New York, NY 10012 111 www.elizabeththompsonarchitect.com Joint Description Nan Sizes Nall Spacing ROOF FRAMING Rafter to Top Plate (Toe-nailed) 3 - ad per rafter /� �• . Ceiling Joist to Top Plate (Toe-nailed)" 3 - ad per Joist DESIGN CRITERIA: Ce(fng Joist to Parallel Rafter (Face-nulled) 3 - 16d each lap Ceiling Joist Lops over Partitions (Face-nailed) 4 - 16d each lap Collar Tie to Rafter (Face-nolied) 2 - 8d per lie - Blocking to Rafter (Toe-nailed) 2 - 8d each end Rim Board to Rafter (End-nailed) 2 - 16d each end C G€�OL D SNOW LOAD - 45 PSF. WEATHERING - SEVERE WALL FRAMING ! FIRST LEVEL - 40 PSF. L.L. PROST LINE DEPTH - 38 1. r . ' LIVING AREAS - 40 PSF. L.L. TEFNITE - MODERATE TO HEAVY Top Plale to Top Plate (Face-nailed) 2 - i6d per tool BEDROOMS _ 30 Pa�F. L.L. r Top Plates of Intersections (Face-nailed) 4 - fad Joints-each side DECAY •- SLIGHT Stud to Slud (Face-nailed) 2- 16d 24' o e. Header to Header (Foce-noiled) 16d 16' o e. along edges - - j WIND SPEED — 120 NTH Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud ! SEISMIC DESIGN CATEGORY — 5 ICE Si-HELD �ERLAYMENT REdUIRED — YES 2 - 16d per 2x6 stud • 2 - 16d per 2x8 slud '+ Bottom Plate to Floor Joist•Band)olsl•EndJoist or Blocking (Face-nailed) 2 - trd� per fool _ A FLOOR FRAMING DESIGN CRITERIA: ' Joist to SII Top Plate or Girder (Toe-nolied)-" 4 - ad per Joist NE Bridyyin to Joist Toe-nalled 2 - ad each end T Bioekinq to Joist Toe-nalled; 2 - ed each end i DESIGN f ACCORDANCE WITH �tMERIC�P*I:FOREST' PRODUCTS V�IOOD FRA Blocking to Sin or Top Plate ( Toe-nailed) 3 - 16d each block Ledger strip to Beam (Face-nailed) 3 - 16d each Joist COWTRUCT�1 MANUAL FOR 1 4- 2 FAMLY 14OUSE —(""ENGINEERED DESIGN Joist on Ledger to Beam (Toe-nailed) 3 - ed per )olst ; I - Band Joist to Joist (End-nalled) 3 - 16d per Joist Bond Joist to Sill or Top Plate (Toe-nailed) 2 - 16d' per foot ROOF- SHEATHING @@ Structural Panels 8d 4-o,a.pertmeler zone other 6 a.c. edges of panel , 12' o.c. Interior Diagonal Board S eathinof panel ` 1' x 6' or I- x 8 2 - fid per support 3 1' x 10- or wider •3 - 8d per support E CEILING SHEATHING Gypeum Wallboard 5d 7' edge / 10' field _ r WALL SHEATHING - _ z Structural Panels ad (see table 3.9) y Flberbbord Panels 7 / 16- 6d 3- edge / 6' field 25 / 32- 6d 3' edge / 6" field Gypsum Wallboard 5d 7' edge / 10' Ileld Hardboard 8d (see table 3.9) Particleboard Paneis fid (see table 3.9) Diagonal Board Sheathing 1' x 6' or 1' x 8' 2 - ad per support 1' x 10' or wider 3 - lid per support FLOOR SHEATHING Structural Panels a 1- or less 8d 6' edge / 12" fluid greater than 1- 10d 6' edge / 6' field Diagonal Board Sheathing 1' x 6' or I' x B' 3 - ed per support 1' x 10' or wider f Nall[n re ufrements are based on wall sheathing nalled 6' on-center at the i 9 4 9 Panel edge. 11 wall slualhing Is nailed - 3' an=center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall be doubled . or alternate connectors , such as shear plates shall be used to malntobi the load pc01h. i : When roil sheathing Is continuous over connected members , the tabulated number of nails sholl be pearmltted to �� +�4 t' be reduced to 1 - 16d noil per foot. a Job Date Elizabeth Thompson Architect - U'oP� 250 Mercer St. B806 917-848-1541 Title Scale New York, NY 10012 =- -- - www.elizabeththompsonarchitect.com —" � `� _ _ _ WINDOWS - GLAZED QPENING - HU11WANE CLP TYPICAL PROTECTION IS REOU[RED FOR ALL GLAZED AREAS_ IN ACCORDANCE WITH LARGE WSILE TEST OF ASTM E 1996 AND OF ASTM Iffia CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LEU OF THE ABOVE MENTIONED WINDOWS. PANEL DETAILS SHALL BE AS FOLLOWS 4�-p- �'JACK&POST STRAP MAX.- - - - - . - : 4-8d NAILS p4 r EACH END-TYP_ 48- 2 1/2"WOOD / 4-ed NAILSSCREWS k%12 O C. TYPICAL 1/2-PLYWOODx SET IN C FROM PANEL EDGE OF PANEL 0 Do LARGER PANELS TO BE COSTOM DESIGNED. siMPsorl IT27 11/2'WIDE-20 GAGE METAL STRAP 04B'oC. - � MAMUM PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED.FASTENERS TO BE DESIGNED TO TOP OF FOUNQATK7N ALIGN WITH WOW JACK POSTS.HEADER 4 SILL PLATE. j PANELS TO BE MANTAIED ON SITE. LABEL LOCATIONS ON EACH PANEL.- - i i -' _ 3" 12' ELEVATION D a ° a Z 0 3� � NI HOLD DOWN + SHEAR CONNECTION CRITICAL. PATH L'2'DIA.C,ALYA!,= MACFM BLOT W/WAST-0iS ATM'O.C. I __ _END VIEW SIDE VIEW Job Date LVL BOLTING DETAIL Elizabeth Thompson Architect 4,1' BCLTM SMM FOR D JBLE LYL 250 Mercer St. B806 - 917-848-1541 Title Scale New York, NY 10012 - -- www.elizabeththompsonarchitect.com NOTE-15 f , Pli t.• r I .,—SIMPSON LSTA-20 GAGE I / RIDGE STRAP-ALL ROOF RAFTERS - j 2 x 6 TIE c"EACH RAFTER j IN LIEU OF STRAP. 1 [ 1 E= P Ly K ICE SHIELD UNDERLAYMENT a i !_7 [ 4 I I / REQUIRED-24"FROM EDGE =� t::nh :3 =a r9 1-_ l= D e=+ 9 < 100 _--1 l O i fL TERNATE POSITION OF I _�___ - w _- -_ 10 c 8 < 45° HURRICANE E LIP USE ; x I GABLE ROOFS ° GABLE ROOFS I 6 G 10 10°<9 < 4!? I ! i SIMPSON H2 HURRICANE_� I ' CLIP MNLED FROM ' RAFTER TO STUD_- NAILS u0'400 COMMON AT i TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 5- Sd NAILS EACH END I � a+ SHEATHING _ PROVIDE Bd COAR,Af)N NAILS r 4'O.C. AT H1W PRESSURE ZOPE-8'OC. APA RATED PLYWOOD TO v- � _�___= AT NTEP.UR PORTKM OF ROOF-TYP. { EXTEND TO TOP OF TOP = �= v=� j PLATE 1 JACK POST STRAP -1 rT j MST27 0 STUDS w/ 4 - 8d NAILS(°48"O.C. -=y — € i EACH END- TYP n _ _ _ 10°< 8 300 I ? 1 file ROOFS DOUBLE TOP PLYWOOD SHEATHING s 10°< 9 < 300 I PLATE TO OVER LAP BOX i 2 x 6('16"0 C BEAM- TOP + BOTTOM- STUDS OTTOMSTUDS PROVIDE Ed NAILS 4-O.C.AT PERIMETER INTERIOR ? PORTIONS OF PANELS IN MGH PRESSURE ZONES. NOTE =a = 4 FT.IN ALL CASES j• ( 4 - 8d NAILS t 4 - NAILS STRAP l p ? 4 4dd aED 6� NAILS) ? AROUND SILL PLATE COMPONENT -AND CLADDING-PRESSURE=ZeNES- AT ANCHOR BOLT SIMPSON MST27 s 1 1/2"WIDE-20 GAGE 01 METAL STRAP(P48"OC NAIL SHEATHING TO SILL PLATE Bd NAILS a 4-OC 2 - �5 REBAR M,�:-. � ® ®� 3 •�,��-,r ACO TREATED PLATE � OF RE ISEE FOUNDATION DWG. 14._ 5/8 x 12-A.B 1-48-OC I I FOR DESK! ;+ w/FENDER WASHER. SECTION ,yob Date Elisabeth Thompson Architect =-- _logo_ �1��—� �._ 250 Mercer St B806 917-848-1541 Title Scale • New York, NY 10012 www.elizabeththompsonarchitect.com -- --- - L.-I �