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HomeMy WebLinkAbout42129-Z �uco� Town of Southold 10/15/2018 �$ P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39960 Date: 10/15/2618 THIS CERTIFIES that the building ALTERATION Location of Property: Fox Ave,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-1-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/5/2017 pursuant to which Building Permit No. 42129 dated 11/9/2017 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Stengel,William&Loma of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42129 07-26-2018 PLUMBERS CERTIFICATION DATED 07-31-2018 Glen Gello Autho ' Signatu e o�SUFF �oTOWN OF SOUTHOLD 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#: 42129 Date: 11/9/2017 Permission is hereby granted to: Stengel, William & Lorna 161 Bermuda Bay Ln Vero Beach, FL 32963 To: make alterations to an existing dwelling as applied for. At premises located at: Fox Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-1-25 Pursuant to application dated 9/6/2017 and approved by the Building Inspector. To expire on 5/11/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $356.40 CO -ALTERATION TO DWELLING $50.00 Total: $406.40 (Z' R- Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATIONTOR 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$15.000 Date. I 2 7 -;`d 1 New Construction: Old or Pre-existing Building: V"' (check one) Location of Properly: 2®z S4 t, l� ` House No.', r f I Str/ct,�,,, c Hamlet Owner or Owners of Property: U�/ ( U bX� °- b"" h& Suffolk County Tax Map No 1000, Section 9 Block Lot .Z.s 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: $ 6-0, O J44W Appl' t Signature SOUTy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 ell- Southold, Q Southold,NY 11971-0959 �� �0 roger.richert(aD-town.southold.ny.us COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To William & Lorna Stengel Address: Fox Ave (202 Lower Shingle Hill Rd.) city Fishers Island st: New York zip: 06390 Building Permit#: 42129 section 9 Block- 1 Lot 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor- DBA: Z & S Contracting License No: 4798-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 4 Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO Detectors 4 Sub Panel 100A A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 2QA Emergency FixturesTime Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment. 1- Bath Fan, 1- 30A Oven, Range Hood, 1- Paddle Fan, 6- Under Cabinet Lights. Notes. Inspector Signature: Date: July 26, 2018 0-Cert Electrical Compliance Form.xls Z & S Contracting, Inc. DR D P. O. Box 20R2 Fishers Island, NY 06390 AUG 2 2018 Tel: (631) 788-7857 * Fax: (631) 788-5600 zandsnfishersisland.net BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date 7/3 I / Building Permit No. 9 Owner (please print) Plumber M Al 07 ��116 (please print) I certify that the above mentioned water supply system is solely Pex type tubing. /4� (plumber's signature) Sworn to before e this ff day of 20A otary lic) '` - �v16�(azzzs?o3 Notary Public, County 1 Of SO(/lyo N aC O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTp ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - ©�• 40 dam. DATE D� �� �� INSPECTOR IOF SOUryol TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELECTRICAL (FINAL) REMARKS: . DATE 03 S INSPECTOR OF SOUTy�� �!� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Off' DATE INSPECTOR OF SOUlyolo r� TOWN OF SOUTHOLD BUILDING DEPT. 766-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ i'---FINAL I I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE MICS: 3 k' C� DATE e7 INSPECTOR2-w�-,4�44----- k,%" OF SO(/T�° "\� # TOWN OF SOUTHOLD BUILDING DEPT. °��courme�' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C. DATE INSPECTOR GNCB Consulting Engineers,P.G. Structural Engireenn0 Geatecimical Engineering• Himdr Preserrnon Constnrct on Support January 17, 2018 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity (to be hand delivered by Z&S) Chief Building Inspector Re: Stengel House Addition Renovations 202 Lower Shingle Hill Road _ Principals Tax Map No 1000, Section 009 _ Kern--0 f,iffn.RY Block 1, Lot 25 aali n r PE. Fishers Island, NY ct?a,hn G rk wrl RE Geatechnv,,ilAssix:iatc Mr. Verity: Structural Associate I am the Structural Engineer of Record for the Stengel House renovations of the existing addition project located on Fishers Island. On September 28, 2017, Roxanne L. Brown, GNCB Engineer, under my direction, visited the site to observe the existing wood framing, and discuss the proposed renovations with Paul Contillo, of Z&S Contracting. Since the site visit, GNCB prepared and issued a set of drawings dated October 27, 2017 that included framing plans, sections and details for the contractor's use to execute the construction phase work. Z&S recently provided GNCB with photos for review of the completed structural framing work while still exposed. 130 flin Street P o.Box 802 Old Saylxook,OT 06475 Tal 860,388,1224 Fax 860.388.4613 f 7Sfrkilneg(q.riropnuInyers,tlire gncbengrneers cont Town of Southold Fishers Island, NY GNCB • � % January 17, 2018 �/ Page 2 of 2 From the photos, we have reviewed the wood framing, hangers and connections. The small 4'x12' exterior deck has not yet been constructed. It is my opinion that the work is constructed in substantial conformance with our contract documents, and meets the building code structural requirements. �F - Sincerely, NEW) �� �Uarrs �•p Charles C. Brown, P.E. ` oma President4os�oN�� Cc: Z&S Contracting via. Email pdf Fishers Island, NY zandsCD-fishersisland.net r - � FIELD INSPECTION REPORT I DATE COMMENTS . - �Fo FOUNDATION (1ST) " ------------------------------------- FOUNDATION(2ND) z ROUGH FRAMING& y r-- PLUMBING Ike INSULATION PER N.Y. STATE ENERGY CODE d �' dk ! / V1.4 46004�— FINAL ADDITIONAL COMMENTS l ' m 1 H r-i O z d b H Y 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 Planning Board approval FAX: (631) 765-9502 /� Survey Southoldtownny.gov PERMIT NO. ( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20j Single&Separate tk Truss Identification Form Storm-Water Assessment Form Contact: /Q� 4W,4-11b Approved ---,20 Mail to: ZILS 4m-"Ay Disapproved a/c AD Am J0.2 NI -4 Phone:all Expiration 20JT j OGd 9U g spe or D APPLICATION FOR BUILDING PERMIT SEP 5 201 D _ Date 0 ,20j-j- INSTRUCTIONS nVING Not ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 setsd� accura"e7p 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 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 completed within 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 regulations,and to admit authorized inspectors on premises and in building for necessary inspections. -7-+'S co rt+ra ei l m enc (Signature of applicant or nanW,if a corporation) �is6.4--s -Ts " I W.1 0 (Mailing address of applicant) State whether applicant is owner,lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises vi1 L 1�� F. ����o1 e- � � �r K°, (As on the tax roll or latest deed) If applicant corpo ion, si =� e of duly authorized officer ame and of corporate officer) Builders License N Plumbers License Noir 3 Electricians License No. SO r 9 r" A1, Other Trade's License No. Yl/7 — .L k) � � Av<) 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block l Lot 2 s Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and' tended use and occupancy of propose construction: a. Existing use and occupancy -r-S b. Intended use and occupancy__t. �1�-C `— t`�►L- �- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 1,9t Fl . rtn®ya't'jo Y, (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12�- go 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO I*'Will excess fill be removed from premises?YES NO oltl yak. ^t- (.ere0. Af>2 Lower- shtivUt 14.Names of Owner of premises_ Address lit 1 l�•T. ► Y. Phone No. Name of Architect Address Phone No Name of Contractor 7-+S Co by--r.'h 37wc Address So% 202. ST..t!.� Phone No.(631) 788-7 F57 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 * 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 OFA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the e- Wlrw_ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to 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 filed therewith. Sworn to before me this J�Mday of yb 20/' = Notary Public S' tore of Applicant �If(gIeZZZ57o3 < i of F S ry0 / ,`o C <o �fi TownHall Annex J l Telephone(631)765-lfl§b " 54375 Main Road ! P.O.Box 1179 • Loger.,riche Wn.s .rl Southold.NY 11971-4959 "vU1111 I- BUILDING DEPARTMENT TOWN OF SOUTHOLD f APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: t � Date: � 2. 201� Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: KCI *Cross Street: ,► A-v z- *Phone No.: Permit No.: Tax-Map District: 400(f Section:_ _ Block- Lot: .2-5" *BRIEF DESCRIPTION OF WORK Please Print Clearly) d,('A0V (Please Circle All That Apply) ; *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Infomiadon(If needed) *Service Size: 1 Phase Whase 100 150 200 300 350, 400 Other *New Service: Re-connect Underground Number of Meters C nge of Service rhead Additional Information: PAYMENT DUE WITH APPLICATION B2-Request for Inspection Form i t� n 1 q . - 1 a F n �x 14 f)� <Y rte• v I 6 t � I F` } !#s" k r r —— , , r— a Mettar r v 4t � e +r f j h.._ f e wi .. k 4 '�'��(, *-tie �-,, _. '� v �. •., �'+ 'i� '.. ti 4��4 l .� i r� 4 �� r.' ,- + .. .-w +IF f-� �.....i+� 'ice^' .. !� it i .. .fie i �. ��� ,� � , �4 �. 4# � , R r� «; ��'� ,t A OMS Ver.0002.16.00(Old) I Fishers Island NY Product availability and pricing subject to change. Z&S_Stengel_091417 Quote Number:MX2AE2N ---__ Architectural Project Number: RO 421/4"X 44" StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weatherstrip Package White Exterior Weatherstrip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Charcoal Hi-Transparency Fbrgls Mesh Stone White Surround 5 7/16"lambs AL Nailing Fin '"Note: Reference the installation instructions for StormPlus certification requirements. Line#4 Mark Unit: Net Price: 10490.98 Qty:4 Ext.Net Price: USD 5,963.92 MARY INk., Stone White Clad Exterior Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 ❑ ❑ X Rough Opening Rough 56 1/h Opening 341/4"X 561/2" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior Primed Pine Sash Interior D �GVE IG StormPlus Low E2 w/Argon i Stainless Perimeter and Spacer Bar D , A 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H J U L 3 0 2018 Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior BUMDD�1G DEPT- Exterior As Viewed From The Primed Pine Sash Interior RO 34 1/4"X 56 1/2" IG-1 Lite T� �i•��'��,� ,u�9 9i �'�.D StormPlus Low E2 w/Argon Stainless Perimeter Bar Ogee Interior Glazing Profile White Interior Weatherstrip Package White Exterior Weatherstrip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Charcoal Hi-Transparency Fbrgls Mesh Stone White Surround 4 9/16"lambs AL Nailing Fin "'Note: Reference the installation instructions for Storm Plus certification requirements. Project Subtotal Net Price:USD 12,145.12 8.6259 Sales Tax:USD 1,047.52 Project Total Net Price: USD 13,192.64 OMS Ver.0002.16.00(Old) Processed on:10/31/2017 7:43:09 AM Page 3 of 5 OMS Ver.0002.16.00(Old) Fishers Island NY Product availability and pricing subject to change. 2&S— g — 1 Sten e) 0914 7 Quote Number:MX2AE2N Architectural Project Number: LINE ITEM QUOTES The following is a schedule of the windows and doors for this project.For additional unit details, please see Line Item Quotes. Additional charges,tax or Terms and Conditions may apply. Detail pricing is per unit. Line#1 Mark Unit: Net Price: 1,207.17 Qty:4 Ext.Net Price: USD 4,828.68 MARVIN,,.41 Stone White Clad Exterior Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 Frame Size 24"X 48" Rough Opening 25"X 481/2" Performance:StormPlus IZ3 Top Sash Stone White Clad Sash Exterior EU Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar D Q 7/8"SDL-With Spacer Bar-Stainless u i Rectangular-Special Cut2W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash JUL 3 0 2018 As Viewed From The Stone White Clad Sash Exterior Extenor Primed Pine Sash Interior RO 25"X 481/2" IG-1 Lite BUmDING DEPT. StormPlus Low E2 w/Argon Stainless Perimeter Bar TiD7,rK, i� sZ oT7'FOLD Ogee Interior Glazing Profile White Interior Weatherstrip Package White Exterior Weatherstrip Package White Sash Lock White Top Sash Strike Plate Assembly Color Aluminum Screen Charcoal Hi-Transparency Fbrgls Mesh Stone White Surround 5 7/16"Jambs AL Nailing Fin "'Note: Reference the installation instructions for StormPlus certification requirements. Line#2 Mark Unit: Net Price: 1,352.52 Qty: 1 Ext.Net Price: USD 1,352.52 MrQR�N Stone White Clad Exterior Primed Pine Interior Clad Ultimate Double Hung-Next Generation 2.0 CN 3618 Rough Opening 421/4"X Performance:StormPlus IZ3 Top Sash a Stone White Clad Sash Exterior Primed Pine Sash Interior IG StormPlus Low E2 w/Argon Stainless Perimeter and Spacer Bar 7/8"SDL-With Spacer Bar-Stainless Rectangular-Special Cut 3W2H Stone White Clad Ext-Primed Pine Int Ogee Interior Glazing Profile Bottom Sash Stone White Clad Sash Exterior As Viewed From The Exterior Primed Pine Sash Interior IG-1 Lite OMS Ver.0002.16.00(Old) Processed on:10/31/2017 7:43:09 AM Page 2 of 5 S7 r,2- L--OWE`12� Sii /"6-LE- H-IU- Rb -e low T3iFA—a—/MG- -rc) F-4 13/16 10'•1 1 5116" 518" x L.V L 4 al E:A-IX J!A 0,1 dtl 90 12' IND =P 40 r,.- ?*4C C— ov-J 13 FA-(Z� 100 6- eA Ii I C:—( ( ot'j ( 0ti s T-S /4", L-L- 6-- ;> FA ILL 0 0 DINING 1?-E,m Az-I LIli NO PORCH X 22-3" -01, x 211-711 CY T. STO RAO VC�E pT5 %&IAi-L- c(-O'� • 1 1=-X1 s T f N d- I STS 4\z rze MA/ -0 W KITCHEN T 21 -10 x A*fl 3 518" 21-e1i -J 1,10 21,V 1-3 0 VVC(Z4 2 'p b + 3RD L�0,o 9-S 7-0 R..�f 15'^2118° 10'f1 311 b' 14'6118° �. 1g r� W.M" a•�w arw C C Ll ° l �,4MILY i6'-it;,. 5: LIYiNC� t yho�+�e. 24'-5" ..1 s1116°F] rFORCH t 614 1111ha— X 21'_T y elm iE ,,.�,.: r•sae'. �_..� . ,-_«., $ 11'^1 1111$° , '�4 ` Ti iw.w.uwa.�•rrbsrM�' o i 11 sra rcm^v + ! I "t LhUNI?RY 7 X 10'-4 111$°---r� ,�"-.aoa arty Lid i r i • rroeaa wean• I aae� ' . aertsi' . �.+y wlVa•24R a xre � ' - I � . ." rad518 ..—..._._• Y*nd-4 718° 1'_Z� 8_11 3!8 El 0 1:113-1 iii X t mow OH r*ndow Flagstone Pah Da -crt Pakh ck t ge-mvm vie _ Path ,r haw 3d�DI�GFt DOOr £xl!,C:r�Lr7-t�Cte gi�„rafk . .._.---------...,__ j LOWER SKS6Lr HILL ROAD i f 000 ID Fr?j�/`rlJilt'�-i,`,,3 Or �TE:,r_(c � Consulting Engineers, P.C. ';. .NT f .. 130 ELM STREET �. .. . POST OFFICE BOX 802 i ,t;jf , OLD SAYBROOK CONNECTICUT 06475 ,, , � w,P,,,, GENIERAL STRUCTURAL NOTES PHONE: 860 388 1224 u. fl:sU�.rl,.,l. _ FAX: 860 388 4613 4. FINI":L CO',, .I PICC I IO 4 1,°`JST CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GNCBENGINEERS.COM r.,,. .., (- - 1 {er r-T THu. BUILDING DESIGN LOADS ALL COi 1_��+:.I+s 1 I-':� 1' -_ LIVE LOADS P;EOUT'0iiEi iT" 01=.r{; CO DES OF N!L'V,' GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD yon'/ STATE. NOT RE',i=O'i,,'TDLE FOR WOOD SNOW SPEED DESIGN [}[S{-1rj O.; Cif`{ 'i F;UCT{ia; £li`r3`'lrio RESIDENTIAL DWELLING HABITABLE AREAS LOAD REQUIRED? ENT HAZARDS CATEGORY WEATHERING FROST LINE TERMITE REQUIRED? FIRST FLOOR 40 PSF DEPTH 1. ALL FRAMING LUMBER SHALL BE DRY(19%MAXIMUM MOISTURE CONTENT) GNOW LOADS DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT 20 PSF 120 MPH B SEVERE 3 FT. DEEP MODERATE NOT APPLICABLE NOT APPLICABLE GROUND SNOW LOAD, P9=20 PSF STRESSES: TO HEAVY FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF r BENDING, REPETITIVE USE Fb = 1, 035 psi RESIDENTIAL CODE OF NEW YORK STATE VVIND LOADS BENDING,SINGLE USE Fb = 900 IMPORTANCE FACTOR, I=1.0 TENSION PARALLEL TO GRAIN Ft = 575 COMPRESSION PARALLEL TO GRAIN Fc(Par.)= 1,350 i - "' ` '`- ` µ €"-`F'' WIND EXPOSURE CATEGORY:C SHEAR PARALLEL TO GRAIN Fv = 180 COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 BASIC WIND SPEED= 120 MPH(3 SEC.GUST) MODULUS OF ELASTICITY E= 1,700,000 No. DESCRIPTION DATE GENERAL 2 PERERE MANFRAMING ACTURER'S RECOMMENDATIONS. ISSUED USED, FASTENERS SHALL BE ISSUED DRAWINGS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2415 INTERNATIONAL 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE RESIDENTIAL CODE PORTION OF THE 2016 RESIDENTIAL CODE OF NEW YORK STATE AND AT EDGES,4"OC AT INTERMEDIATE SUPPORTS,UNLESS SHOWN WASHERS REQUIRED. IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. OTHERWISE. BOLT HOLES 9/16"DIA. MAX. NOTES: 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST EXISTING CONDITIONS. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. MIN. END DISTANCE 6". 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ENGINEER. 4. THE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING LAMINATED VENEER LUMBER(LVL) AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY MODULUS OF ELASTICITY, MIN. E = 1,900,000 psi W FOR THE BUILDING DURING CONSTRUCTION, INCLUDING,BUT NOT LIMITED TO BENDING,SINGLE USE Fb = 2,600 cn METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. '' 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par)= 2,510 1/2: DIA. 0O m I HORIZONTAL SHEAR Fv = 285 BOLTS WIND AND OTHER LATERAL FORCES. COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 FOUNDATIONS PARALLEL TO GLUE LINE TENSION STRESS Ft= 1,555 LVL'S 1. THE WOOD FRAME BUILDING IS SUPPORTED ON AN EXISTING STONE 6. BUILT-UP LVL's TO BE CONSTRUCTED PER MANUFACTURER'S SPECIFICATIONS. 2'-0" FOUNDATION WALL AT THE 3-STORY HOUSE,AND A CONCRETE MASONRY UNIT 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE FOUNDATION WALL AT THE 1-STORY WING. STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 2. NEW SPREAD FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED GRANULAR 8. ALL EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. DEPOSITS BELOW ANY FILL OR ORGANIC MATERIALS, OR CONTROLLED 9. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, STRUCTURAL FILL HAVING A MINIMUM ALLOWABLE BEARING VALUE OF 2.5 OR OTHER FINISH APPROVED BY ENGINEER. TONS PER SQUARE FEET. 10.INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. 11.ANY WOOD I-JOIST SERIES TO BE TRUS JOIST ENGINEERED WOOD PRODUCTS BY WEYERHAUSER.. MULTI MEMBER LVL CONNECTION 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE T-O"BELOW EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD CONDITIONS ENCOUNTERED. 5. PROVIDE STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. SOF NEWt, 6. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALLS. NAILING SCHEDULE A �SrURTIS 0 7. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. Coo 8. FOR ANY SLAB ON GRADE AREAS WITHIN THE BUILDING PERIMETER, REMOVE CONNECTION NAILING ALL SURFACE TOPSOIL DEBRIS AND ANY OTHER UNSUITABLE MATERIALS, JOIST TO SILL OR GIRDER,TOE NAIL 3-8d EXISTING GRANULAR MATERIAL MAY BE LEFT IN PLACE PI'OVIDED IT IS Cr BRIDGING TO JOIST TOE NAIL END 2-8d RECOMPACTED WITH A MINIMUM OF 6 PASSES OF A HEAVY VIBRATORY IL EACH D 0 3685 ROLLER. ANY REMAINING FILL REQUIRED TO THE UNDERSIDE OF SLAB SHALL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc FO BE COMPACTED GRAVEL FILL, MIN 9-IN REQUIRE. TOP PLATE TO STUD, END NAIL 2-16d CONT OFESSION�� D STUD TO SOLE PLATE,TOE NAIL 4-8d LEDGER NOV - 1 ?017 DOUBLED STUDS, FACE NAIL 16d AT 24"oc DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oc JOIST REINFORCED CONCRETE TOP PLATES,LAPS AND INTERSECTIONS, FACE NAIL 2-16d HANGER727 F;'"77_,7, 77,77; 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES CONTINUOUS HEADER,TWO PIECES 16d AT 16"oc W '�'OT'�r'c�1 OFSE?�1III®]LY) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. ALONG EACH EDGE 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE CEILING JOISTS TO PLATE,TOE NAIL 3-8d NORMAL WEIGHT,AIR ENTRAINED(5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d O AS FOLLOWS: CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d WALLS AND FOUNDATIONS 3,000 PSI CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d INTERIOR SLAB ON GRADE 2,500 PSI LEDGERLOK CONT RIM EXTERIOR SLAB ON GRADE 4,500 PSI RAFTER TO PLATE,TOE NAIL 3-8d SCREWS BOARD OR BUILT-UP CORNER STUDS 16d AT 24"oc STAGGERED WALL STUDS 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 BUILT-UP GIRDER AND BEAMS(U.O.N.) 20d AT 32"oc AT TOP GRADE 60. 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. AND BOTTOM AND STAGGERED LEDGERLOKS AT --- FOUNDATION 2-20d AT ENDS AND AT STAGGERED TOP AND WALL or 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. EACH SPLICE BOTTOM 8"oc OR ON THE PLACING DRAWINGS,SHOW THE NUMBER AND LOCATION OF ALL BAR PLYWOOD: UNLESS OTHERWISE WOOD STUD STENGEL HOUSE SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN NOTED WALL POSITIONS INDICATED. APA-RATED PLYWOOD 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE FLOOR SHEATHING INDICATED SHALL BE: 3/4 TONGUE AND GROOVE 8d LEDGER TYP DETAIL CONCRETE POURED AGAINST EARTH 3" ROOF SHEATHING 5/8" 8d CONCRETE POURED IN FORMS, BUT WALL SHEATHING-PER SHEARWALL NOTES EXPOSED TO EARTH OR WEATHER: a. BARS#5 AND SMALLER 1-1/2" NOTES: 202 LOWER SHINGLE HILL b. BARS LARGER THAN#5 2" SCHEDULE BASED UPON COMMON WIRE NAILS. ROAD 7. EPDXY ADHESIVE TO BE HILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE, FISHERS ISLAND, NY SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. SIMPSON (2)2x PT RIM COMMON WIRE NAIL DIAMETERS MUDSILL ANCHOR RIM 6d 0.113" TO PIERS 2x PT JOIST MF 10 `" 0.131" CONSTRUCTION PHASE 10d 0.148" 2x WOOD STUD WALL 12d 0.148" 16d 0.162" 20d 0.192" SIMPSON (FJA) PLYWOOD z a12" FOUNDATION JOIST FLOOR SHEATHING DIA � � CO CONC PIER ANCHOR WITH 145 VERT+ LOCATIONS PER PLAN °. a HOOK 2x10 JOISTS U_ 0 3-#4 BARS ~O BOTTOM. EACH WAY O w GENERAL NOTES PTm 2x8 CONCRETE FOOTING AAL LL 2'x2'x1' SQUARE ~`I CLEAR COVER CONC PIER - TYP. X SCALE: As indicated PROJECT NUMBER: P: 17156 DATE: 27 OGT 2017 FOUNDATION JOIST ANCHOR CONCRETE PIER & FOOTING DRAWN BY: RLB CHECKED BY: CCB ` C:\+i;rr=\1,11.811 fi)'\L„oil IL rtt\l11 Sn Jtrn.ri lwmdrnce H Local oct'h 1 i',I i.nt . . Di � cl�ro" Consulting Engineers, P.C. 130 ELM STREET POST OFFICE BOX 802 OLD SAYBRO(DK CONNECTICUT 06475 PHONE: 860 388 1224 FAX: 860 388 4613 GNCBENGINEERS.COM f 16'-8" 12'-10 3/8" 14'-1 3/8" No. DESCRIPTION DATE 14'-2" ISSUED DRAWINGS SIMPSON FOUNDATION JOIST ANCHOR EXG PIER/ 11„ NOTES: NEWFLOOR JOIST FJA \ NEW FLOOR DOUBLE,' JACK STUDS FRAMINGETWEEN WINDOWS I , o o I I rn EuGE OF 2x10 PT ._XISTING LEDGER ; q w \y J �� FASTENIED TO QC• FOUNDATION EXG FOUNDATION ' G WALL _ I------- ---- -- -- - ------- o boL / p EDGE OF EXISTING I POST \ FOUNDATION DOWN TO TOP OF \ 8''1' _ + ❑ FOUND. \ HIP RIDGE ,-ten o ( pF NEl�lr N 1 ABOVEn wuRns� CL ---- - ----- 'sr N v CO i LU 2 I ! j I 015'-0 5/8" '-5 7/8" w 4 S2.1 2x0 ROOF RAFTER cT+ I 2x4 PARTITION x4 V.I.F. LOCATION _ I POST UP POST DOWN TO CONC v �? v WALL &DOWN FTG IN CRAWL SPACE Irn C) LAP RAFTER/CLG JO w "r� &DIAG BRACE,TYP. -- --- _ I - - ao • 0? 74 2x10 CLG JO a� c, 10'-4 ih 2x4 -- CRIPPLE STUD am / �' STAIRS UP RELOCA 2x8 PT D R L ER 2x4 PLATE -- j SEE DIAG BRACE AT SECTION LOOKING SOUTH, SIM. - — ----------- ----------------------- WALL SHEATHING ®, a - ^ SOLID BLOCK (2)2x FULL HEIGHT 5'-6" 3'-0"+!- SEE TYP. DETAILS BETWEEN STUDS EACHa CO U 6, FOR LEDGER ATTACHMT STENGEL HOUSE CRIPPLE STUDS SIDE OF DOOR OPENING o 2x4 •..11 +FULL HEIGHT 2x STUDS WHERE NEW DEC N o WALL STUD SEE SECTIONS ON S2.1 DOOR&WINDOW REMOVED 11 FOR FURTHER INFORMATION FOR NORTH U(2)2x6 PT + 12"DIA.SONOTUBE FORMED IM, co 0. REAS OF NEW FLOOR FRAMING ON 2'x2'x1'CONC FTG PIER ,�� U SUPERIMPOSED UPON ~ ON REINF.WITH 344 BARS '� ���(((JJJ DIAGRAMMATIC BBOTTOM EA WAY O , FLOOR PLAN BO202 LOWER SHINGLE HILL 144 BAR VERTICAL V.I.F. 12'-0" AT CENTERLINE OF PIER ROAD WITH STD HOOK INTO FTG FISHERS ISLAND, NY - --- WOOD SUBFLOOR SHEATHING 1 STORY 3 STORY HOUSE PORCH 2"x8" FLOOR JOIST It lf� CONSTRUCTION PHASE CMU 'WALL NORTH WALL SECTION n FIRST FLOOR PLAN - DIAGRAMMATIC FIRST FLOOR FRAMING PLAN E SCALE: As indicated PROJECT NUMBER: P: 17156 DATE: 27 OCT 2017 DRAWN BY: RLB CHECKED BY: CCB I C:\I >rr+\lVI.NL` O�l f•al Rrut'l�Uo�ton�I I<rfdrncr 1(Local Uct_'01 i SI i.n't .. .. .. _._ ... .. ' / Consulting Engineers, P.C. 130 ELM STREET POST OFFICE BOX 802 OLD SAYBROOK CONNECTICUT 06475 PHONE: 860 388 1224 FAX: 860 388 4613 GNCBENGINEERS.COM No. DESCRIPTION DATE ISSUED DRAWINGS BEARING HEADER BELOW-SEE SECTION-SOUTH WALL WALL NOTES: BELOW E (2)2x6 HEADER CONT. TURN CEILING JOISTS 90 DEGREES AT HIP BEAM LOCATE AT UNDERSIDE AT HIP END OF EXG DOUBLE TOP LATE SOUTH N D &NORFTER 1TH END POST DOWN TO FOUNDATION (2)2x4 STUDS \ POST DOWN TO I FOUNDATION (2)2x4 STUD JOIST HANGER OR SOLID POST DOWN (2)2x10 AT LEDGER TO FOUNDATION WALL NO WORK EACH JOIST CEILING �� `� NEW CEILING JOIST FRAMING TMP' Z J BREAK LINE LEDGERLOK g 1 1/2" > 1 2x10 LEDGER CONT _' DEFINED BY EXG TO WALL STUDS w _ DIAGONAL POST 4x4 4 g p POST DOWN RI R BOF �U x co DOWN TO POST UP 2 1 3/4 x 91/4' INTERRUPT LEDGER O v x �pF W Yo BRACING 3/4"x 91/4"LVL LEDG TO FOUNDATION � O dW FOR(2)91/4"LVL � � � NEW 2 FT LONG BELOW END FOUNDATION TO SPAN TO EXG WALL w w '� G�Rj�S 'A FASTENED TO EXG OF BEAMS z x¢ y S 90 STUD WALL \0 \ � POST DOWN TO (2)2x4 OR 0 �z z BELOW RIDGE x4 POST FOUNDATION 11 SOLID POST w 11, N 1 BELOW 4x4 ( 2x6 x BE W 01 I UP ABOVE S2.1 I x4 STUD RIDGE � } S2.1 � i OR2SOLID POST DOWN o STRAP BEAMS ' BUTT UP OR TO FIRST FLOOR FESS 2 3 1/2:12 � TO POSTS 2 SO D POST DOWN FRAMING BEAM S2.1 r TMP' S2.1 2x10 AT 16"oc,TYP TO BELOW END TOF I BEAM TO TOP F IV ION + POST BELOW 4 w CEILING JOISTS SLAB 21C6EXG ry � II BEAMS �= RAFTER} qtr � �- (2) 1 3/4x9 1/4 LVL V.I.F. FRAMING WHERE I � rQ � * POST DC VN 4x4—� _ — 2x10 STRAP BEAMS TO ce � w TO FOUNDATION POST Q ____ w POSTS,TYP. OLD SKYLIGHT POS ��� c7 BELOW FND UP AND °O 0O OPENINGS WERE w � OF BEAMS I I M r r J LOCATED � DOWN w � REINFAS REQUIRED BEARING ,� 4x1 N N M W Z Z WALL I = w 2 (2)2x10 x BELOW I d;J to SIMPSON LRUZ OR LSSJ SLOPEABLE/SKEWABLE JACK HANGERS — RAFTER TO BEAM (2)2x6 HEADER _ --- OPTION: - - -- --- - --- - - - -- - STENGEL HOUSE REINFORCE EXISTING �' HIP BEAMS AS SHOWN OR ! EXTENT OF RAFTERS 2 FULL HEIGHT EXG POST REPLACE WITH AT HIP BEAM BEARING STUDS EACH SIDE IN WALL 1 3/4"x7 1/4"LVL POST DOWN WALL TO SISTER OF NEW DOOR OPENING TO FOUNDATION BELO!N NORTH SIDE& LOCATION CS20 COIL STRAP EACH SIDE SOUTH SIDE OF ROOF OF UPPER POST 11 17'-3"+/- ACROSS LVL TO LOWER POST EXTEND CS 1 FT ONTO POSTS 202 LOWER SHINGLE HILL ROAD FISHERS ISLAND, NY SECOND FLOORTAMILY ROOM CEILING 2 HIP ROOF FRAMINGn FRAMING" CONSTRUCTION PHASE SECOND FLOOR/FAMILY ROOM CEILING JOIST/HIP ROOF FRAMING PLANS SCALE: 1/4" PROJECT NUMBER: P: 17156 DATE: 27 OCT 2017 DRAWN BY: Author CHECKED BY: Checker C;\l!,rrs\U!'1:B0 its\l mea l Rrt it\1 7150 St—,,,-1 IZ..id,ncr 11 I—.i 10,t2017 S 17.r<t goo dQ Ut LVL .- �4 Consulting Engineers, P.C. 130 ELM STREET ,� RAFj�R POST OFFICE BOX 802 (DI-D SAYBROOK CONNECTICUT 06475 ® � PHONE: 388 1224 -0� _j w FAX 0 860 388 4613 o SECOND GNCBENGINEERS.COM FLOOR/FAMILY - ROOM CEILING FRAMING -70 SIMPSON SDS SCREWS SEE TYP. DETAIL (24)- 1/4"x 3.5"L MULTIPLE PLIES ° INSTALL FROM ALTERNATING SIDES LVL CONNECTION 16d FRONT SIDE/BACK SIDE TO STUD ° ° rn 1 3/4"x91/4"LVL DIAGONAL BRACE ° a $o EACH SIDE OF DOUBLE LVL BEAM LOCATIONS PER PLAN No. DESCRIPTION DATE H2A WOOD STUD ISSUED DRAWINGS -- NOTES: ! SECTION 1- LOOK SOUTH - BRACE �lFASTENERS U 11/2" = 1'-0" 2x10 CEILING JOISTS AT 16"oc STRAP RIDGE/POST 2x6 SISTER RAFTER 1 3/4"x91/5"LVL LAP EXISTING RAFTERS AND POST/TO LVL BEAM BELOW,TYP. +A35 CLIP EACH SIDE LEDGER BELOW 2x6 SISTER RAFTER E:XG RAFTER ROOF RIDGE 3 BEYOND TO RIDGE,TYP. RIDGE S2.1 3/4"PLYWOOD LEDGERLOK SHEATHING ( TO STUDS HIP ROOF pF NEW y HIP ROOF / (2)2x6 RIDGE FRAMING '�``S�uR ISS°'� - - - - - - - - 1(---- 1l1 --- - - - - - - - - - - - - — - — - — - - — —FRAMIN—G - - - - - - —- - - - - - _- - - —ER-P— -°c— - - - - / da 15-21/2" 15-2 1/2" � _ I 2x10 CONT 13/4"x91/4"LVL \ BRACE AT EACH SIDE XG 2x� �`F 2x� x4 POST LEDGERLOK �� c Ds5 SECOND LO DOUBLE LVL BEAM I E F - TOCSETPUD T OFESS\�N� FLOOR/FAMILY LOCATIONS RAFTER ROOM CEILING D 2x10 BEA vf 1 ��^ II (2)1 3/4x91/4 LVL BEAM BELOW SEE LOCATIONS FLOOR/FAMILY CEILING JOISTS I TI k' LOCATION ROOM CEILING FRAMING _ PosTs IN PLAN - — - — _ _ - - - - - - - - - - - - i OLD _ - w - ---- ----- (2)2x6 CONT HEADER - ----- - — --- FRAMING LAP CEILING x OLD x 2 FLAT ROOF x;R!P" 12'-6 �-; rn I " JOIST WITH _ _-- _ — � _-- - `�° PREVIOUSLY FLAT ROOF $, FLUSH FRAME PREVIOUSLY RAFT ERSTRAP SEE DIAGONAL----�-- - — DEMO'D DEMO'D — — — STRAP JOIST HANGER HEADER TO AT LEDGER HEADER/ BRACES IN STUDS EXCEPT AT EXG 2x4 STUD 2x PLATE STUDS SECTIONS TO TYP. BEAM LOCATIONS SUPPORTS BRACE WALL AND AT BEAM LOCATIONS EXG RAFTER (2)2x6 SUPPORT CEILING EXTEND BEAM TO HEADER 2x110 BRACE AT BEAR ON POST IN EAICH STUD (2)2x4 WALL LAIP RAFTER/CLG JO& JACKS POST DOWN TO - EXISTING STUDS � 2x4 WOOD STUD BRACE + NOT SHOWN WALL BETWEEN FOUNDATION WALL (2)2x4 BEYONDS (2)2x4 OR SOLID POST STENGEL HOUSE r` AT SOUTH WALL WOOD STUD WALL 2x;4 WOOD STUD WALL (2)2x KING STUDS 2x4 WOOD - STUD WALL (2)2x KING STUDS WOOD SUBFLOOR SHEATHING TOP OF FLOOR JOISTS WOOD SUBFLOOR SHEATHING 2"x8"JOISTS TOP OF JOIST 202 LOWER SHINGLE HILL FIRST FLOOR AT 1G"°c FIRST FLOOR ROAD 1 FRAMING _ __� e FRAMING_ FISHERS ISLAND, NY - - - - - - - - - - - - - - F - T - - - - - - - - - - - - 3'-61/4" - - - - - - - - - - _ - - - - - - - - - - - - - - -- - - - - - - - - - 3'-MING � l CMU WALL2x10 FLOOR JOISTS AT 16"oc EXG CONCRETE PIERS NEW JOIST BELOW _ NEW DOOR BEYOND TO SOUTH WALL BEYOND AT SOUTH WALL WALL,V.I.F. LOCATION TOP OF EARTH FLOOR x8"JOISTS LOCATION CMU WALL SUPPORTED ON(3)2x8 PT BEAM AT 16"oc SUPPORTED ON EXG CONC PIERS TOP OF EARTH FLOOR CONSTRUCTION PHASE A FOUNDATION j FOUNDATION - - - — - - — - — - - - — - — - — - — - — - — - - — - — - — - — - — - - - - - - - —CRAWL SPACE-� - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CRAWL SPACE 0'—' 70 REFERENCE DATUM REFERENCE DATUM 0'-0" 0'-0" LOOK NORTH NOT TRUE ELEVATION LOOK SOUTH NOT TRUE ELEVATION i I -� BASEMENT SECTIONS I STONE FOUNDATION WALL SCALE: As indicated PROJECT NUMBER: R 17156 DATE: 27 OCT 2017 DRAWN BY: RLB n SECTION 2 - LOOK NORTH SECTION 1- LOOK SOUTH CHECKED BY: CCB G\I scc`l\. Ii03'�Louil Rra\1715n tip-❑..I hr.idrocr il I xal U.GO t 7 ti 17.m