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HomeMy WebLinkAbout30090-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30578 Date: 11/23/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1695 LEETON DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 58 Block 2 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 22, 2004 pursuant to which Building Permit No. 30090-Z dated FEBRUARY 19, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to COSTAS & IRIS THEODOROU (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 87532C 08/19/04 PLUMBERS CERTIFICATION DATED 10/15/04 GERARD STEWART ;_ 41, thor'zed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30090 Z Date FEBRUARY 19, 2004 Permission is hereby granted to: COSTAS & IRIS THEODOROU 3481 WOODWARD AVE WANTAGH,NY 11793 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 1695 LEETON DR SOUTHOLD County Tax Map No. 473889 Section 058 Block 0002 Lot No. 008 pursuant to application dated JANUARY 22 , 2004 and approved by the Building Inspector to expire on AUGUST 19, 2005 . Fee $ 250 . 00 t Au ized Sign ORIGINAL Rev. 5/8/02 OCT 28 '04 11:21AM SOUTHOLD BUILDING 631 765 9502 P.1 Firm No,6 TOWN OF SOVIVOLD BUILDING DEPARTMENT TOWN HALL - 765.1802 APPLICATION FOR'CERTIFICATE OF OCCUPANCY This application must be Med in by typewriter or ink and submitted to the Building Department with 4�c followmg[u!n A. For nein hvt jl.rtrR or i 1CL41 sou�q of plopaty with awumte locauoir of all buildings,property lines,streets,,and uotisual nttttttsl or topographic features, 2. Final Approval from Health Dept,of water supply and aewerago•disposai(8-9 form), 3. Approval of electrical installation from Board-of Fire Underwriters. 4. Sworn statement from plumber 001tifying that the solder used in system contains loss than 2/I0 of I Vo load S. Commercial building,industrial building,multiple rasidenccs and similar buildings and installations,a certificate of Code Compliance from architeer or engineer responsible for the building, 6. Submit Planning Board Approval cif completed site plan requirements, B. For existing buildings(prior to April 9,1l9S77non-conforming ores,or buUdings and"pre-exltdW,had uses: 1, Accurate survey of property showiuig all propeity lines,strorts,building and unusual natural or topographic features, 2. A properly completed application and consent to inspect Biped by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall'state the reasons thavfor in writing to the applicant, C. Fees 1. Certificate of Occupancy-New dwelling$25,00 Additions to dwelling$23, Alterations to dwollibg$25.00, Swlmtning pool$25.00,Accessory building$25.0PAMUns to ecoessory building$25.60,Busiaessea$50.00. 2. Cardfieato of Occupancy an Pre-exiFting Building- $100.00 3. Copy of Certificate of Occupancy-S.25 rr 4. Up4ted Certificate of Occupancy- $50.00 S. T'emporaryCottificate of Occupancy-Residential$15.00,Commercial$15,00 � / Dorn-►,r� Hata. New Construction: ✓ _-- Old or Pr e-existing Building: (ehecic one) Location of Property: 95 LQP�&^/ Aw, House No. g •�----.-- . amlet Owner or Owners of Property: 1R,� 6e /3 7-iev a4e Suffolk Courdor Tax Map No 1000,section.- © _. „Block 4010 oZ,Lot__.0O Subdivision Filed Map, Lot: —� Permit No.„-300 �!© Date ofPertwt. I g 0 Applicant: f HUM Dept.Approval: .Uadarmiten Approval- —•—�-- Plsm do 13004 Approval: Relueet for, Tempo wry Catificate Final Certificate: (check ow) Pio Submitted:S limmet S' cd � 3os78' Town Hall.53095 Main Road_ Pax(631)765-9502 P.O..Box 1179 TelepltM(631)765-1802 Southold,New York 11972-W59 Pj BUILDING DEPARTMENT 'SOWN Off'SOU MOLD CERTIFICATION Date:-)b l b� Building Permit No._ 3 6 O /Q t?wnet: �Rrsa CoS7�►s 7- pocl0l2©k (Please print) Plumbers GretAvA S�MRAm—' eL,c a5io0�t)�l-� (Please printj I certify that the soidcr used in the water supply system-contains less than 2/10 of 1% lead. (Plumbers Sim•) Sworn to before me this day of_(96A_� -.1 2404 --,-�- Lai (9-kag-, DEBORAH A.OONEGAN NOTARY PUtJC,State of New York Notary Public, ttL County NQ.4S7890 9Oj Qualified in S��ffclk Countyvll) Commission Expires Mater 16, Electrical Inspection Certificate Issue Date Electrical Inspection Service,Inc. Application 8/20/2004 373 Dunton Avenue 87532C East Patchogue,New York 11772 (631)28648642 Issued To: Iris& Costas Theodorou Street: 1695 Leeton Drive Village: Southold Zip: 11971 Town: Southold Section: 058 Block:0002 Lot: 008 Contractor: William P. Garrecht Electric Lic.# 1957-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub 0 Residential ❑ Det.Garage ❑ Attic © 2nd Floor ❑ Outdoor D Addition ❑ Survey Switches Receptacles Fixtures GR Heaters A/C Fans 16 23 19 8 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 40 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer Hot Air X 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑x / 2 Bldg. Permit: Other Equipment , 20/120V special outlets 1 a/c 40/220V Hugo S. Surdi President Rough Inspection: 05/07/2004 Inspector: John McMahon III Final Inspection: 08/19/2004 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT VORMER OWNEpor N � E ACR. kt-� V v K�- v S W TYPE OF BUILDING RES. - SEAS. D VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 2Z Z 0 0 3no 0 -2 // ,W/76 fe- ?Y4?�LIA�-rX /�I)V411,cwk- -R�QaMflei,?A,X674-o-, a J2.4 Jqq / !! Tillable FRONTAGE ON WATER Woodland - FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total COLOR TRIM M. Bldg. Extension Extension Extension Foundation Bath Dinette I Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms.1 st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O, B. Dormer Driveway Total 3RD CARD 3 OWNER ' STREET VILLAGEDIST. SUB. LOT ! 3 FORMER OWNER N E ACR. SW TYPE OF BUILDING RES SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. T TAL DATE REMARKS Vol 01 000, a-v -a 6 a 3 6 / a Z EARTIA OF AGE UILDING CONDITI NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 � Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD l=o—o House Plot DEPTH Z cry o BULKHEAD DOCK OMEN Ml MMMMMMMMMMNMMM EMMOM MMMMMEMMEMMEN J'w7r1 EMEMME Now MMMMMJM OMEN M 01100110011001 SO INMEMOMMEMOM SEEN SELL WWAIRPAIW lFoun ■N 1■■3b3■I�lrl�■ ■■���v Basement Interior Finish Fire Place Driveway JOHN A. BARBIERE,ARCHITECT&ASSOCIATES,AIA. 1165 BROADWAY AVE. HOLBROOK,NEW YORK 11741 PHONE: 1-631-567-1307 FAX: 1-631-567-6889 June 28, 2004 Town of Southold Office of the Building Department P.O. Box 1179 53095 Main Road Southold,New York 11971 Re: Theodorou Residence 111 29M Permit# 30090 Attention: Mr. Damon Rallis Upon reviewing the project at 1695 Leeton Drive, Southold, all of the strapping was installed as drawn on the construction plans, as per NYS code. If you have any questions or additional comments, please contact Thomas Trifiro at 631-567-1307 @ John Barbiere, Architects. S' ly, omas Trifazo �10 ctii 1 Y � O '4 a S o. 9 a � r 0 F N� 04/29/2004 15:52 16315676889 JUST BUILD IT PAGE 01 JOHN A.9ARWERE,ARCHTECT a ASSOCIATESo AUL 11W BROADWAY AVE.WXBROOK.NEW YORK 11741 PHONE:1-431-W-1307 FAX:1-631-W7 April 29, 2004 Town of Southold Office of the Building Department P.O.Box 1179 53095 Main Road Southold,New York 11971 Re: Theodorou Rcsidcnce Permit#30090 Attention: Mr.Damon Rallis Upon reviewing the project at 1695 Leeton Drive, Southold,the work being completed is not a substantial improvement as per FEMA standards. If you have any questions or additional comments, please contact Thomas Trifaro at 631-567-1307 @ John Barbiere, Architects. S, y, ,A{rf• B�l',p�Ci Trifaro b e W 0 L' Y ,A1 �O E R N Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoftware Version 3.5 Release le Data filename:C:\Documents and Settings\Administrator\My Documents\l-projects\energy calcs\2003-140 THEODOROU.rck PROJECT TITLE:NEW ADDITION AT THE THEODOROU RESIDENCE CITY: Southold STATE:New York HDD:5572 CONSTRUCTION TYPE: Single Family _ RCS DATE:01/10/04 DATE OF PLANS: 12-30-03 0 F -� PROJECT DESCRIPTION: (r o 1695 LEETON DRIVE Y SOUTHOLD,NEW YORK S yah^ �O DESIGNER/CONTRACTOR T�T a F DTT DESIGNS COMPLIANCE:Passes Maximum UA= 143 Your Home UA= 136 4.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 650 38.0 0.0 20 Wall 1:Wood Frame, 16"o.c. 944 15.0 0.0 60 Window 1:Vinyl Frame:Double Pane 88 0.350 31 Door 1: Glass 71 0.350 25 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 1995 MEC requirements in REScheckVersion 3.5 Release le (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Ch Builder/Design Date /0/ Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoflware Version 3.5 Release le Data filename:C:\Documents and Settings\Administrator\My Documents\1-projects\energy calcs\2003-140 THEODOROU.rck PROJECT TITLE:NEW ADDITION AT THE THEODOROU RESIDENCE CITY: Southold STATE:New York HDD:5572 CONSTRUCTION TYPE: Single Family �D RC DATE:01/10/04 DATE OF PLANS: 12-30-03 F PROJECT DESCRIPTION: T o 1695 LEETON DRIVE Y SOUTHOLD,NEW YORK � 0.X CA DESIGNER/CONTRACTOR: T F NE DTT DESIGNS COMPLIANCE:Passes Maximum UA= 143 Your Home UA= 136 4.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 650 38.0 0.0 20. Wall 1:Wood Frame, 16"o.c. 944 15.0 0.0 60 Window 1:Vinyl Frame:Double Pane 88 0.350 31 Door 1:Glass 71 0.350 25 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 1995 MEC requirements in REScheckVersion 3.5 Release le (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Ch Builder/Design Date /O/ 1 r � ;► I'mvil Hall. 53()95 tvlu►►► tZ?iI T. TERRY Y P.O. flux 1170 TOWiV CLERK ' �'+.r�� . S,wlhnl,l. Nc\•• Turk 1 i Fax CS 10i 765-I R21 1?EG15rRAR of V1TAl.STA'n511CS MARRIAGEOFFICI'R - Tcicrliunc (51(+) 7(r C. 1 RECORDS M/NAGEMENTOFFICEit ��� = y FREEDOM OF INFORMA-nON OFFICER OF ICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" (FD P(93) ) , and "Certificate of Compliance fr5r Development in Special Flood Hazard Area (C/C(93)] . .l i BLLiG. DEFT TOWN OF SOU-PIOLD �Ju T. Terr Y Southold Town Clerk August 25 , 1993 APPLICATION w r PAGE t of 4 TOWN-'0F SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and sien)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein- 3. If revoked, all work must cease until permit is re-issued. 4. Development shall Dot be used or occupied until a Certificate. of Compliance is issued. S. The permit will expire if Do work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT STA MENTS HEREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE,TO TH 4OF � KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) �/ DATE I SECTION 2: PROPOSED DEVELOPF�EN1' (To be com�ctcd by APPLICANTI NAME AD D R ESS TF1 EP H APPLICANT J/V20 be,2 R�t✓�n��N�✓ PDt3 ail �� S�ay��, rY ��>d ti G 3/ f/�7-��ss BUILD ti cc lc u } LL 56etr -&V. v ENGINEER moi'— AN 13 9•,-e1 Sou Cl 16 SIG-6>6-x/09' PROJECT LOCATION: • To avoid delay in processing the application, please provide enou¢h information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY UCTURE TYPE O New Structure Residential (14 Family) Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? O Yes) O Relocation ❑ Combined Use (Residential & Com.meraaJ) O DemdGtioo' P O Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading )WI[Excavation (Except for Structural Development Checked Above) — ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Road, Street or Bridge Construction O Subdivision (New or Expansion) j ❑ Individual Water or Sower System O Other (Please Specify) After completing SEC'T'ION 2, APPLICANT should submit form to Local Administrator for review. EN 3: DPDETERMINATION o be com Ictcd v LOCAL ADMIN TRATOR The proposed development is located on FIRM Panel No. . Dated The Proposed Development- 0 Is )'M located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMF.IM PERJvOT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ Sec Scction 4 for additional iostructioos. SIGNED DATE :r APPLICATION # PAGE 3 OF 4 SECTION 4 ADQfTIONAL INFORMATION'REQUIRED (To be completed by LOCAL AQMiNISTRATORI The applicant must submit (he documents checked below before (he application can be processed: O A site plan showing the location of all existing structures, water bodies, adiaceot roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatipns,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fast floor, details of floodproolwg of uti bes located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plaips showing the extent of watercourse relocation and/or landform alterations_ 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ Floodproofulg protection level (non-residential only) (MSL). floodproofed structlres, applicant must attach certification from registered engineer or architect. 1/ O Certification frim. a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be cornpicted by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B.[7 Is not in conformance with provisions of Local 1-aw if . 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE if BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmi( an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION W PAGE a OF a APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? O Yes O No Conditions SECTION 6 AS DUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professioga] engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built)Elevation of the top of the lowest floor,including basement Cin Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). � L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk /!�f the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAs, ADMINISTRATOR) The LOCAL ADN1INISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage, prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMiNISTRAT R Certificate of Compliance issued: DATE BY: Attachment B ~ 13AMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area i •` TOWN OF SOUTHOLD CEMFICA E OF COMPLAANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND •.s 1 J THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLL4NCE IS HEREBY CERTIFIED WIT.q THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED:- CIC (93) BUILDING PERMIT EXAMINER CHECKLIST ,.... DATE REVIEWED: / A2Z/094 APPLICANT:t > �_ ; I } I'� fl(��r DATE SUBMITTED: �6 /Q3Y SCTM#DISTRICT: 1,000, SECTION: S , BLOCK•._, LOT: SUBDIVISION: ADDRESS: 1611 f / CITY: �, S ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP 3 1`r. -Z/C/0 Z- ►r t 6 , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP ��-z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lt rec gnition.(CREATED before June 30,1983),UNDERSIZED S FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/ REQ. LOT SIZE: ACT. LOT SIZEZ41 REQ. LOT COV. ACT. LOT COV. REQ. FRONT a PROP. FRONT )RESIDE ACT. SIDE ,,- � Q _ a>_PROP. REAR_ REQ. EIGHT PROP. HEIGHT PROJECT DESCRIPTION: A�J�►T1011K�1lkTtwmr +b SOD r ESTIMATED PROJECT COST: PA /ENGINEER: a , WATER FRONT? _ JSI a DESCRIPTION: PANEL # 5 FLOOD ZONE. APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or O, ED#): DTE: / / PERMIT#: -- TOWN SEPTIC RECEIPT: Y ——— NEW YORK STATE DEC: c 9/1 5 YES o DTE:_/_/_ PERMIT#: SOUTHOLD TOWN TRUS ES: YES o DTE _/_/_ PERMIT#:— T ZONING BOARD APPROVAL: YES o DTE:_/_/_ PERMIT#: T=PLAN. BOARD APPROVAL: YES or DTE _/_/_ PERMIT#: YOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAG : YES or NO NOTES: C' ''> FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR:- SF SECOND FLOOR: >S�v SF OTHER: SF INIT OTHER TOTAL TOTAL: S-0 SF FEE FEE FEE 1. (--SF)- C_SF)= SF X $ =$ +$ +$ _$ 2. L–SF)- (_SF)= SF X $—=$—+$—+$—=$ 3. (--SF)- (_SF)= SF X $ _$ +$ +$ _$ FINAL TOTAL $ /-"� l 0 0 02M NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 ✓ Wind Speed: 120MPH /�Seismic Design Category:B Weathering: Severe_,L Frost Depth: 36" Termite:M-H 114ecay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: .0000 USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: .� DESIGN CRITERIA: ENGINEEREDA1912:.1 FULL FRAMING DESIGN ELEMENTSCt HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONST LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: ' MISSLE TEST REQUIREMENTS&N EGRESS 5.7 C':F.:O/N LIGHT 8% N VENT 4%:& NAILING/CONSTRUCTION SCHEDULT MEANS OF EGRESS- ION PLUMBING RISER DIAGRAMO/N LOCATION OF FIRE PROTECTION EQUIPME fl /N TRUSS DESIGN: YG a/k CERTIFICATION: YAMIV t ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) <�o 76S-1802 BUILDING DEPT. i INSPECTION [ ] FOUND ION IST [ OUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION RE KS o! DATE � � INSPECTO isoz BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: � '7z�✓uE. S/ Airg DATE �7 INSPECTOR 70 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] RO H PLBG. [ ] FO DATION 2ND [ INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: od A/L C DATE INSPECTOR- J 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1 ST ROUGH PLBG. [ ] [ ] [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: r DATE y INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND INSU TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /0 � � INSPECTOR r ` FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) G ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) ROUGH FRAMING& t� PLUMBING o l d - - - x e � y rq t� INSULATION PER N.Y. t� STATE ENERGY CODE y S FINAL ADDITIONAL COMMENTS V Ilk 16 r( Air 0 m 00 � b _ � p z x Y r y x d _ ,y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHEQKLIST BUILnING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey www. northfork.net/Southold/ PERMIT NO.L � Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 -4 Contact: Approved ,204 Mail to: Disapproved a/c '`n Phone: Ca-a Expiration ,20 _1 t � u21n JAN 2 PPLICATION FOR BUILDING PERMIT Date / J , 20 .W INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 of Occupancy. f. Every building permit shall expire if the work authorized�ha.�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. /7A4 ✓SONS Ay01Pl/i✓O "tVe✓, (.oE l (Signature of applicant or ffaine,if a corporation) A0,8011 3311, Sz�•�I�, �� l/76 6�� l/7G 6 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisesC©���5-- .Tis%/JEO do 20 u-- T% s hEo do 20 u (As on the tax roll or latest deed) If p c is a Minn, si a��r(e of duly authorized officer mac/ N ame and title of corporate officer) Builders License No. -23 7 VO - HS Plumbers License No. O 56 D- M P Electricians License NO. /%!57 95 - Other Trade's License No. 1. Location of land on which proposed work will be done: /C9S Z.�-oO v 4e, So, House Number Street Hamlet County Tax Map No. 1000 Section 58 Block oZ Lot Subdivision Filed Map No. Lot (Name) 2. State,ekisting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5'1'1v-,21e A,. /l , �/�,,, b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal . Demolition Other Work 4. Estimated Cosh Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units / 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. DimensiAns of existing structures, if any: Front 33 / Rear 3 .1 / 'e Depth ;Z6' Height_ it/ 6 'rl Number of Stories / Dimensions of same structure with alterations or additions: Front 33 Rear Depth .30 `a it Height a 6 ' �" Number of Stories 1-2- 8. Dimensions of entire new construction: Front 3 3 �/ '( Rear 3 3 / Depth 3D a Height ,2,1,, f Number of Stories c-,2- 9. 9. Size of lot: Front /Da ' Rear 1010 Depth o20O 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 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO cos-"ff 4 xe(S 14 14. Names of Owner of premise llxod oredti Address 1695 Zeelvv.-V e. 5 Phone No. 6-7/" 7c/,5`-0/a8 Name of Architect JQM %"94,4= Address `L Phone No r931 -- l--1 x,07 Name of Contractor�#4 54p5oNs - ue~jhe 6r Adhone 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 NOS_ * 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. STATE OF NEW YORK) SS: COUNTY OF ,u / 4i,f /�' '/ ,en''QV,,1y being duly sworn, deposes and says that(s)he is the applicant (Name of individual,(signing contract)above named, (S)He is the coat/ fi � (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 thi day of 20 Q 4 tary Public Signature of Apiplicant 61, JOYCE M.WILKINS Notary public,State of Newyork No.4952246,Suffolk County Term Expires June 12, Qoc) = _ - & :. dc Iwo .;::• � a -'�-ern ' ;_ _ .,. ._. -�.-� ��� MAP OF O '. A' A ' -NO , Ln a ,�.- „�'. � �.�,,•�r��t,•—�r��,rl.,�4.�e�e-�'rw 7 9. d.i �aircaWSri trsad+ta o a UR*..*.x 3 ter nv.Ea=z.-Ato-AY zed � � ��Yh�aters►�.^r iZAsll'r�d1►+7 � s UAI _a vlop�L1f/ Fri '' f Iq IRT ” CENTRAL (ma- o-n-#) DWVr of N Lt f ` 7rY. ASPHALT ROOFING CONT RIDGE CONT RIDGE ASPHALT ROOFING OVER 30# FELT ON Z VENT TYP VENT TYP OVER 30# FELT ON ^ W 1/2" CDX PLYWOOD 1/T CDX PLYWOOD o Z n LJ .. -12 - - 12_ _ (o O 9 _ _-_ __ 8 ry Of o NEW VINYL __._ _NEW - 31M11 331 .I 3 1'j .__ _ 33 - GSIDING --VINYL o - O / EXISTING - // EXISTING L ASPHALT L - o ASPHALT � ROOFI G -.- ROOFING - N _ // _ - z :� '� _ '� VINYLING 2•• X 8„ •. L VINYL 3Ee , - -__ ¢ ��3�_2" x 10" _ - - _ _� -- I- -- - - —' f3)—z' x 1G' w -- - EXISTING_ - �� 36Q SIDING O ¢ a U SIDING �O1 dd d z 5 0 w F4 U U o IF 7— a ca lim Al ¢ I I I I I I I I �' Ca I I I I I I I I I I I I I I I I I I 10 ' GIA 36" DEEP J I I $ $ $ $ LJ LJ LJ LJ LJ LJ LJ LJ LJ POURED CONC, FOOTING LJ ¢ o ry o FRONT ELEVATION 1/4" = V-01' RIGHT ELEVATION 1/4" U-0^ 0 CONT. RIDGE ASPHALT ROOFING pp ASPHALT VENT TYP. 1/2 OVER30# FELTON " CDX PLYWOOD 1/2" CDX PLYWOOD 0 ❑ a F A I x Q m PRELIMINARY -- _ BIDDING CONSTRUCTION NEW - - - - NEW -VINYL —VINYL SIDING_ SIDING �xxi o - - o e . . {. '- NEW rt1 VINYL SIDING ^.� - �I / EXISTING _ H L VINYL J L SIDINGoEXISTING / EXISTING VINYL L VINYL SIDING SIDING v� Fs U z nQ 1 11 I 1 10" DIA, 36" DEEP 10" DIA 36" DEEP I I � 10" DIA 36" DEEP 11 POURED GONG. FOOTING I I I I POURED CONC. FOOTING 1 11 I POURED GONG FOOTING W U LJ I LJ LJ LJ LJ LJ LJLJ LJ LJ LJ LJ LJ a/ LEFT ELEVATION 1/4" = i'-o" REAR ELEVATION 1�4" = 1 '-°" o � U WINDOW NOTES � - WINDOW SCHEDULE - wlnlDows sPECIFICA.nonls R310.1.1 MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE w No TYPE R 0 W x H UNIT DIM. w x H unloesTR. Glass w x H MEETS ECREss HARDWARE REMARKS FASTENER SPACING AND RESCUE OPENINGS SHALL HAVE A MINIMUM4 NET CLEAR OPENING SCHEDULE ABBREVIATIONS w W w 311 DER50 C13 2 -0 5 8 X3 -0 2 ) -U 1 8X2 -11 15 1G 79 3 4 X31 1 8 - - - _ FSTENFA Eµs� 4 FT < s n < o OF 5.7 SQUARE FEET. 33i ANDERSON C14 2 -0 5 8 X 4 -0 2 ,2 -0 1 8 X 48 �19 4 X-43 3 16 - - TMPs sanry P�rvEL SEnry Euysc sEuu ABBREVIATION DESCRIPTION F � W Q � 333 ANDERSON UXw14 3 -0 7 2 X 4 -0 I/2 ' _ II 75 i6 X 48' 31 9/16' X 43 3/16 YES - o EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. I-/ < S e 336 ANDERSON C24 4 -D -1 2 X 4 -0 1/2 48 % 48 19 3 4 x 43 3 1.6 . - _ z 1/2 #6 NET CLEAR OPENING OF 5 SQUARE FEET,. ALUM. ALUMINUM y O a LV • E R310,1.4 � I Wo swsws e• ia. s o Q N FF FACTORY FINISH (~ ^� V1 w ti a 358 ANDERSON CW35 6'-0 3 8' X 5 3 8' S'- 11 7 8' x 4 -11 7 8' 19 3 4' �( 55 1 16' - NOTE 1fi. o R310.1 .2 MINIMUM OPENING HEIGHT. THE MIN. NET - - WO SCREWS o oH M. HOLLOW METAL CLEAR OPENING HEIGHT SHALL BE 24" MIN. NAT NATURAL — REF SPECS o R310.1.3 MINIMUM OPENING WIDTH. THE MIN. NIET LAM LAMINATED GLASS o CLEAR OPENING WIDTH SHALL BE 20 INCHES TEMP TEMPERED GLASS 0 R310.1.4 OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE ANDM. HOLLOW METAL H o RESCUE OPENINGS SHALL BE OPERATIONAL FROIM THE INSIDE OF THE PT. PAINT DOOM SCHEDULE — ROOM WITHOUT THE USE OF KEYS OR TOOLS. GWB GYPSUM WALL BOARD Doo Rs TIONS NOTE: N0. TYPE R.O. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS USE 3/4" PLYWOOD PANEL SECTION R303 — 1 OBSPECIFIC 0o souD wood z6 x a1 1 z z4 x eo - - STAINED OR PAINTED TYP LIGHT, VENTILATION, AND HEATING A 010 SOLID WOOD - 32 x E1 1 2" 30 x 80 — - R303.1 HABITABLE ROOMS. ALL HABITABLE ROONVS SHALL BE PROVIDED WINDOW AND DOOR NOTE: 2003-140 013 SOLID WOOD 38 X 8I 112 36 X 80 - - - WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE SEE SHEER—WALL DETAILS ON DETAIL FLOOR AREA OF SUCH ROOMS NATURAL VENTILATION SHALL BE THROUGH SHEET, FOR ALL WALLS NEXT TO WINDOWS SHEET NO. - WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AND DOORS, WHERE THE DISTANCE S REMOVABLE PLYWOOD AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL BETWEEN THE R 0. AND CORNER 1 OF 4 DEBRIS PROTECTION SITU-r-r1li OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. OF STRUCTURE IS LESS THAN 48". THE MIN. OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT scALE : Iv.-r.s. OF THE FLOOR AREA BEING VENTILATED. 33'-1 „ - — UP7'-7" 10'-3" 4'-8 1/2" m Z W HEADER SCHEDULE a } r -- - - (2)- 2" X 10" (2)- 2 X 10' m Z z E- -- - - ALL WOOD FRAMING II',ICLUDING JOISTS, m Y BEAMS, POSTS, STUDS, ETC TO BC O DOUG FIR–LARCH #2 OR BETTER, nl � H – I – l MODULOUS OF ELASTICITI' "E" 1500 000 I I I I I 1 J _ _- w _ _ -'I 111 I r DN - O I I I WITH A MII'J Fb- 1400 sl _x-} VI �B�(ILD IIVEW � �: P ( ), I I - I J 2 I l0 1 I _ STAIR III Ii Fb=1200 psi 2x, , III II Ii ,. I IIII I � 'I F - - b-"I000 s 9 I 2x"Io rb-goo Psi %1 INF �F �I �ECK P ( ), r (< 9). DECK o I I II I I ' rJ I I I� � � IA 1. L b DECK ABOVC �I 10'x33' NOMINAL d DA r� �I '� aoF4 IN LUMBER SIZE: SPANS: DECD: ABOVE 1 n �I 2n° cAPlTILEVER �I \I (2)2x6 UP To a'-o" ��ABovF A-A (2) 2X8 a•_0..TO 6•_0.1 I-II ,J _ TT_ T I YI ;111 i _ l` 2 2X10 C I 6� QOT 0 EV-1)" 013 N 1 -1111 I� l O IIi om o: ' T I EXIST (EXIST SII - � w � n T IRIS „ �� I EXIST 1 _ w _ _ I 1 � r- II 2 2X12 1 � O 8' 0" TO DO'HO" 5 8 TYPE X - - - J r7 1... M - - - O O G B. ALL ALLs -1 �� CLO. � a �? _ , W W a POSTS S S SHALL BE 4X4 � - OMINAL I i i ��A u o AND CEILINGS �13 _ m - 4 \ I U it Cr ( � ) $ATgaoo� = r� NOTE: ALL S1ZE5 CALLED OUT ON ANY OF _OO _ ao�� _ O� , BEDOOM '�I 9" 3 1 _ N ,� 3 /_ - m _ � v I� THE FOLLOWING DRAWINGS WILL SUPERCEDE / I� � N 9'3. x X �,� 3 I/_ 3 j,/_ - .i 3 ,1/2" 'o _ _ co - @ � THIS SCHEDULE. 5 1/- u 5 -0 I'-h' 8'- 10" ry NEW 200 AMP -� u _. -_ _ _ _ _ y SERVICE B ILER '� a ,3 1/2 ,:.,3 1/2" N @p _ f 3 1/2 x Nif 3 1/2 ' 1 u, _ 3 1/2„ �. g'_p' 4 p' 1'-9' 1 3 1/2" N @J 10 -4„ ROOM U a' - - (3) 3/4" X 9 1/2' LVL `o LEGEND LIVING ROOM - - _ _ _ _ 2" x 12_ RIDGE BATH `° - 2" X 12" RIDGE "' K 41 m BEDROOM - /T\ LIN. ' y o x o ul ISI 0 7 / I \ om ola BEDROOM SOLID LINE WALL DENOTES EXISTING WALLS To REMAIN. O r't 2"X10" RA TCR rn \ @ 16„ 0 C t 5 S' DOTTED LINE WALL DENOTE EXISTING WALLS TO BE LI x / l \ HALL N oto \�,o ;(I REMOVED ADEQUATE TEMPORARY BRACING SHALL BE ----__ i�l @ v �I .k SLIDER/��� O: \\ �� o \ O JQ`�/ rr \ by ivI PROVIDED AT ALL TIMES \), EX 6T. _ 2�, 0„ \^ \Cj 119 N SHADED WALLS DENOTE NEW PROPOSED WALLS INTERIOR - - 1- 7 x /} \ _ RDN N v / xl N \CP h WALLS TO BE 2"X4" WD, STUDS AT 16" 0 C WITH 1/2" GYP m / o - h r A o 3 `v aoa v BOARD BOTH SIDES OR TO MATCH EXISTING ADJACENT x KITCHEN c=_ - - -- = CLO. m m� @ / ti \ LO. su ER E~' _ _ TI-. _-_ / \ n ti WALL AS REQUIRED, EXTERIOR WALLS TO BE 2"X4" VI N @J _ _ 010 O ow OR D STUDS AT fi G ' WITH R BA -' - - C H TT INSULATION m 3 1/2" x 3 1/2"� "' ' - _ OR WOOD DEHIST. ADJACENT WALL AS REQUIRED.UL Q -- - - _- � ' -,1331 331 331 nl PI 1 �---- - - I � `0 2„X10” RAFTERgg I -- I z ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE L_ - PI @> @ 16" O.C. m - / II PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID BEARING 10 w N E-- BENEATH o IIT 1 2"X10" RAF ER I I -�,) o I (� Y @ 16" O.C- IJP Y o SIT ROOM 0 FOYER I ROOF SMOKE DETECTOR U.L. RATED O o 11 I , N I BELOW La w a o o m v x II SLIDER �+ � � x II I � I I d x y w a I U L RATED CARBON MONOXIDE DETECTOR IIi I @ GREAT °' , I ) I I ® w w w r - � I I I HARDWIRED a LO 3 ROOM _ O-2 X 10" EXIST 1 I I J J Q U rUi� q (EXIST III ROOF TO REMANQ PRELIMINARY o w BIDDING IECK X III D CODE PNALYSIS CONSTRUCTION Y I III % 0 c5 I 1 6 2 w N o !I I I I a tr 3 e I ALL STRUCTURAL DESIGN PREPARED IN ACCORDANCE WITH � �c o _ E I "WOOD FRAME CONSTRUCTION( MANUAL FOR ONE AND TWO-FAMILY DWELLINGS" c � M U o -o , I I 4) p _7 ' x 10 III, I I FLOOR AREAS: - I FIRST FLOOR EXISTING - 915 SOFT FIRST FLOOR NEW - 0 SOFT FIRST FLOOR TOTAL = 915 SBFT FLOOR EXISTING = 0 SOFT SECOND FLOOR E = 67� I� O SECOND FL N NEW _ SOFT SECOND FLOOR TOTAL - 672 SOFT d j rr 1 TOTAL EXISTING = 915 SOFT TOTAL NEW = 672 SOFT TOTAL HOUSE = 1587 SOFT y� 1 6'-2 6 2 1 I 5'-9 3/4" 5'-9 3/4" 4'-6 3/4" 4'-6 3/4" 3 IIII SHEDS / DETACHED GARAGE: o b 12' 4" 71 '-7 1/2° 9'-1 7/2' DETACHED GARAGE _ SHED = II — SITE DIMENSIONS: 1/4" — 1 –O R PLANDOD' _ 2DGDD SOFT FLOOX ,ID . Q S ECON D _00 D LOT CO E G RA E: V OT COVERAGE - FOOTPRINT OF STRUCTURE SQUARE FOOTAGE OF LOf LOT COVERAGE = 915 SOFT20000 SOFT = .0457 = 4.57% C' / II v SEE NOTE & SCHEDULE SHEET DETAIL SHEET FOR: WW Fo - WINDOW AND DOOR SCHEDULES FIRST FLOOR PLAN - DESIGN LOAD CALCULATIONS - NAILING SHEDULE ti 0 1/4" - STRAPPING DETAILS F�. 0 - PLUMBING RISER DIAGRAM � � `a [�] F GENERAL NOTES F-=]i wLy L�W Lw D OR DAMAGED LUMBER ON 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING OF WORK AND SHALL FAMILIARIZE HIMSELF 4 OWNER SHALL SELECT ALL COLORS P ELLING SHALL- BE REPLACED WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. oC) 4 � W15. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE W V-1 EOR ANY STRUCTURE THAT MAY SEEM 2 CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE PRIOR TO STARTING ANY WORK. C) �i /1 I,y v'E ARC(- TELT S OFFICE MUST BE NOTIFIED. 16. ALL ELECTRICAL WORK SHALL BE BOARD OF FARE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.0 ^ f-1 F-i F4 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, Q O 14 Q 17. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH N.Y.S. BUILDING CONSTRUCTION CODE. ETC., FOR WORT( PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED, [[7T]] H C) ETC., F 4 ALL WORK SHALL CONFORM TO THE NYS CONSTRUCTION CODE AND ALL RULES AND REGULATIONS OF THE TOWN. 18. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE-INSULATED GLASS INSECT SCREEN AND JAMB EXTENDERS AS REQUIRED, AS G7 W W U MANUFACTURED BY ANDERSON WINDOWS OR EQUAL. II--44 W I�I 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR. m 19. THE ARCHITECT'S CERTIFICATION APPLIES ONLY TO THESE PLAN STRUCTRURAL CONFORMANCE WITH THE N Y S. BUILDING CODE to 0 E IF DURING THE COURSE OF (CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE � I--� 1i PI CONTRACTOR SHALL STOP WORK AND CONTACT THE ARCHITECT IMMEDIATELY. 20. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT WILL NEGATE THE ARCHITECT'S CERTIFICATION OF THESE PLANS. \D O a fn a C N 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MIN. SOIL PRESSURE OF 2 TONS PER SQUARE FOOT AND SHALL HAVE A 21. ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. MIN, OF 36" COVER 22. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. 8 ALL CONCRETE SHALL BE 25100 PSI GONG, AT 28 DAYS FOR SLABS, AND 2500 PSI AT 28 DAYS FOR WALLS AND FOOTINGS. 23. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERY OF THE ARCHITECT WHETHER THE PROJECT FOR 9. ALL HEADERS TO BE IN ACCORDANCE WITH HEADER SCHEDULE ON THIS SHEET UNLESS OTHERWISE SPECIFIED ON PLANS WHICH THEY ARE MADE IS EXECUTED OR NOT THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THE PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH ,APPROPRIATE COMPENSATION TO THE ARCHITECT 10 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS PROVIDE BLOCKING UNDER ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. 24. DESIGN TIMBER STRESS E = 1,400,000 HEMFIR CONSTRUCTION GRADE, USE DOUGLAS FIR-LARCH N0.2 GRADE ONLY WHERE SPECIFICALLY NOTED ON PLAN. FB = 1250 E = 1 ,700,00 11. ALL DRYWALL SHALL BE USCG. NATIONAL GYPSUM CO 1/2" THICK UNLESS OTHERWISE NOTED. SOB NO. 25, PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND / OR NEW WORK ABUTS EXISTING WI-(ERE EXISTING WALLS ARE 12. INSTALL PER OWNER'S DIRECTION ANY AND ALL CABLE AND TELEPHONE WIRING IN WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL REMOVED OR NEW OPENINGS ARE CALLED FOR! IN EXISTING WALLS, PRIOR TO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF TEMPERATURE CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOOR AND / OR CEILING. RAFTERS, ETC., CONTRACTOR SHALL FRINGE EXISTING AS REQUIRED UNTIL NEW HEADER AS SPECIFIED IS INSTALLED 2003-140 13, ALL INTERIOR DOORS SHALL BE STAINED, AND APPROPRIATE HARDWARE SHOULD BE PROVIDED. 26. MODIFY AS REQUIRED THE EXISTING OIL FIRED HOT WATER HEATING SYSTEM. ALL PIPING SHALL BE INSTALLED AND RUIN CONCEALED IN THE WALLS, FLOORS AND / OR CEILINGS, RADIANT BASEBOARD ELEMENTS SHALL BE SUFFICIENT LENGTH IN EACH ROOM FOR MAINTAIN IN A SHEET NO. 70 DEG, F INTERIOR TEMPERATURE AT 0 DEG F EXTERIOR TEMPERATURE WITH A 15 MPH WIND VELOCITY. HEATING CONTRACTOR SHALL DETERMINE IF EXISTING HEATING UNIT IS CAPABLE OF HANDLING THIS ADDITIONAL LOAD. 2 OF 4 27. CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL SERVICE IS SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL NOTIFY THE OWNER ACCORDINGLY, LSTA 24(SIMPSON)— RIDGE STRAPS I" VEUIT W FyC} m° STRONG Z cE, c e STRONG-TIE HPAHD22 w' ELI .- `� �y �� •m ° INSTALL - CORNERS Ep �(P/ AND 20'_0„ o,c RDE '� ¢ } SIMPSON / ¢ Z � F. i STRONG-TIE HPAH022 NAILED m Do _Z S. P, INSTALL @ CORNERS PORTION Y @ AND 20•-0" 0 C. � m e � � 0 ' : m• � 3" I I � m 0• SLAB0 MTS 12(SIMPSON) RAFTER �\ Z STRAPS @ BOTH SIDES TYP, �" _ m' / IIT/2 IIn �jy�0 13 1/2.. V /, 1►��� (NOTE: A l INSTALL SHEATHING SO - CONTRACTOR TO VERIFY EXISTING FIRST FLOOR \ . ` \ lJ_ seowR LS �O� IS ANCHORED TO FOUNDATION AS PER THE ''' 4 SECOND FLOOR SEAMS DO NOT FALL ON e. a / " O"r FLOOR CONNECTIONS N'(S BUILDING CODE AS OF 2003. CONTRACTOR - S RESPONSIBLE FOR ADDING EXTRA STRAPPING AS �' ' e ONE #4 USE JOIST HNIGRS, REOUIRED, ,a 2^ MIN REHAB IN ]„ '1� SHEAR CONE @ ALL FLUSH GIRDER °' d° -! FROM / FUR JOIST CON ° 'GURNE e� FOUNDATION WALL SIMPSON STRONGT-TGIF_ HPAHD22 SIMPSON STRONGT-_r1EE HPAHD22 EXT. WALL TO FOV 1 V CATION EXT. WALL TO FOV 1 V DATION EXISTING PATH AND KITCHEN TO REMAIN FIRST FLOOR BP (SIMPSON) ANCHOR (, SCALE : N.T.S. SCALE : N.T.S. BOLTS @ 4'-0" G.C. °'0' OZ IJI END LENGTH SIMPSON CUT 3" FAI 5 STRONG-TIE C516 LENGTH co, HIGH WIND STRAPING DET. EACTH`STUD RAFTER AS PER PLAIN �-t�� HOusE r1Ta 1/211 = 11-011 SIMPSON STRONG-TIE MTS30 PLUMBING DIAGRAM N.T.S. INSTALL AT EACH RAFTER STRONMUSSG 6 6 \ IMPSON NOTE: STRONG-TIE LSTI24 INSTALL @ CLEAR IF E US COLLAR TIES EACH RAFTER V] BEAM AS PER PLANS I-II SPAN ARE USED ON EVERY TABLE R301 .4 F.. RAFTER THIS CLIP Q R 3 MIN Is NOT NEEDED MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS q FLOOR JOIST 1( 1 MAX) 6 e II qs`PER plgNcruRE (IN POUNDS PER SQUARE FT) AS PER PUNS �� 1 1 �, - I`I� d TRO1 USE LIVE LOADS SIMPSON sNG-TIE z TILE - JOIST HANGER �� I - EXTERIOR BALCONIES 1 (I a/B MwWa s/a MAX) LENGTH RAFTER As - DECKS 60 0oL� PER PLAN - 40 F m 1 PROVIDE MIN. 1" PASSENGER VEHICLE GARAGES 50 F+ ENID DISTANCE RIDGE BEAM 2 1 3 4 AS PER PLAN ATTICS WITHOUT STORAGE 10 L EQUAL NUMBER OF SPECIFIED NaLs w ��n ATTICS WITH STORAGE 20 w EACH END ROOMS OTHER THAN SLEEPING ROOMS 40 Q m G SIMPSON STRONG-TIE LUS SIMPSON STRONG-TIE CS 16 SIIVIPSON STRONG-TIE 1L_STI24 SIMPSON STRONG-TIE MTS30 SLEEPING ROOMS 30 PRELIMINARr JOIST TO BEAM CONNECTION FCR. TO FLR. CONNECTION RAFTER TO RIDGE RAFTER TO WALL STAT R5 4 0 BTDDUVG SCALE N.T.S. SCALE N.T.S. SCALE : N.T.S. SCALE : N.T.S. GUARDRAILS AND HANDRAILS 200 CONSTRUCTION TABLE 3.1 NAILING SCHEDULE �b SIMPSON STRONG-WALL WOOD FRAME CONSTRUCTION (MANUAL SNOW LOAD / \�� B DETAILS FOR SHEAR WALLS "UMBER OF "UMBER OF JOINT DESCRIPTION NAIL SPACING •t c Z COMMON NAILS Box NAILS m USE SIMPSON STRONG-WALLS FOR ALL WALLS NEXT TO WINDOWS AND DOORS, ROOF FRAMING 45 PSF + 10 PSF (DEAD LOAD) - 55 PSF H WHERE THE DISTANCE BETWEEN THE R 0. AND CORNGROF STRUCTURE IS LESS THAN 48". DISTANCE SPAN X 5 FT 's<e RAFTER TO TOP PLATE TOE-NAILED) 3-8D 3-10D PER RAFTER \ CEILING JOIST TO TOP PLATE TOE-NAILED 3-8D 3- IOD PER JOIST (TOTAL) 330 \i�.r. CEILING JOIST TO PARALLEL RAFTER (FACE NAILED 10-16D 10-40D EACH LAP t�„1=,a1 1 CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 10-16D 10-40D EACH LAP OUTSIDE LOAD COLLAR TIE TO RAFTER (FACE-NAILED) 10-16D 10-400 PER TIC BLOCKING TO RAFTER TOE-NAILED) 2-8D 2-10D EACH END CEILING JOISTS CEILING JOISTS RIM BOARD To RAFTER (END-NAILED) 2-160 3-isD EACH END 20 PSF + 10 PSF (DEAD LOAD) = 30 PSF 20 PST 4- 10 PSF (DEAD LOAD) = 30 PST ALL ENECESSARY FIARDWARE, FOR - - -- NOTE. 1 2 DISTANCE SPAIN X 9 FT 1/2 DISTANCE SPAN X PANEL FACHLLATION IS ALL NECESSARY HARDWARE, FOR WALL FRAMING / (TOTAL) 270 (TOTAL) PRE-ATTACHED OR PROVIDED EXCEPT PANEL INSTALLATION. IS -TEN H-11{ITC ITL? TOP PLATE TO TOP PLATE (FACE-NAILED 2-i6D 2-16D PER FOOT FOR TEMPLATE AND ANCHOR BOLTS PRE-ATTACHED OR PROVIDED 4 _ TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-i6D 5-i6D JOINTS EACH SIDE / CEILING JOISTS - --ta-i_i`i JII�[-11.1 11-L-f;-;1-'-I, EXCEPT FOR TEMPLATE, ANCHOR STUD TO STUD FACE-NAILED 2-16D 2-15D 24" O.C. OUTSIDE LOAD F-1kTN-:i -.IC] -L= ;i-IE➢ �I'; BOLTS, THREADED ROD, AND HEADER TO HEADER FACE-NAILED i6D 16D i6" O,C. ALONG EDGES a'I COUPLED NUTS AS NOTED BELOW: ( 1/2 DISTANCE 1/2 DISTANCE INSIDE LOAD TOP OR BOTTOM PLATE TO STUD END-NAILED) 2-16D 2-40D PER STUD WALL LOAD — ' STANDARD STRONG-WALL F HO BOTTOM PLATE TO FLOOR JOIST, BANDJOIST ENDJOIST 1,2 1,2 NUMBER OF HpLDOWN ' ASSEMBLED '� OR BLOCKING (FACE-NAILED) 2-ifiD 2-1 ED PER FOOT MODEL W (,n) H pn) T 6n) LHOSILL ANCHOr. WALL 10 PSF X WALL HEIGHT X 8 FT WALL LOAD (WHERE APPLICABLE) W rn NO. ANceors BOLTS wEI�Nr FLOOR FRAMING TOTAL 10 PSF X WALL HEIGHT X 8 FT No 80 W II (TOTAL) 80 U O � , SWI8,8 to 93 1/4" 3 I/2 2-5/e"0 2-ssTB1e 85 JOIST TO SILL, TOP PLATE, OR GIRDER TOE-NAILED) 4-8D 4-1 ED PER JOIST r, SW24a 24 93 1/4' 3 V2 2-5/8Y 2-SST828 91 �� BRIDGING TO JOIST TOE-NAILED) 2-8D 2-10D EACH END m b t k'rr`EI- 1) SW32x8 32 93 1/4" 3 1/2 2-5/8"m 'I 4SSTB26 116 II'� BLOCKING TO JOIST TOE-NAILED 2-8D 2-700 EACH END OUTSIDE LOAD W rn `o .;: �� f ¢ .. .1 .�LIHHI{_ BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 16D 4-16D EACH BLOCK h sWnexe �48 93 1/4' } 1/2 3-5/em 2-ssre2e w9 II WALL TYPE � _ SECOND FLOOR JOISTS LEDGER STRIP TO BEA FACE AI _ - R 2 � M N LED) 3-i6D 4 160 EACH JOIST s WALL o Fs B 30 PSF + 10 PSF DEAD LOAD - V] u7 Is �� 3 1 � 2-5 e"m 94 COMPONENT JOIST ON LEDGER TO BEA 0 - ( - 40 PSF s fex9 / ssre2e M T E NAILED 3-8 ) W IDS 1/4 /- 2 . RF weu WALL STANDARD WALL. ( ) D 3-10D PER JOIST IIT SECOND FLOOR JOISTS 1/2 DISTANCE SPAN X 6 FT SW24x9 2a • 3 1/2 -5 a"m 2-SSTB28 IDI 436 Roo 1sT FUR I� BAND JOIST TO JOIST (ENO-NAILED) 3-ifiD 4-16D PER JOIST U 105 1/a 2 / - - _ _- ', HD TO IND FUR HD (sl P=:, (1> P�% (2) P=� BAND JOIST TO SILL OR TO 1 30 PSF + 10 - TO P PLATE TOE-NAILED 2-16D PSF DEAD LOAD - 40 PSF (TOTAL) Imo' ( ) 3-i6D PER FOOT ( ) . I ( ) 240 H 5 COUPLER UT r [� 9 N H W }2 2 6 8"m 1 8 2 cs. SEGO fps 2 ssre2e z n ND FLOOR JOI 1 2 DISTANCE SPAN X 6 FT �� I/4" 3 Vz / ( ) pcs _ O P / ROOF FRAMING a449 Roo TO tsr Imo, sW4ex9 ae las 1/4 3-5 B"m 2-ssrezB Ifis � TOTAL -- - — ✓" U /'- FLOOR n0 D R.A.acs -) r=s 24D L Lp wN - i U STRUCTURAL0 0 PANELS N 1 _ DISTA CE 9 N sW24x10 24 1 7 1/4, z-s e"m 2-ssT n1 � � 1 � x449 ANCHOR BOLT 8D 10D 7" EDGE 10" FIELD / N 1/_ DISTANCE ( SIDE LOAD Q / 3 1/z / Bze (z) Pms, _ (z) RFS. ��// Q W i DIAGONAL B° �� W N ARD SHEATHING N 5 32xID 32 117 1 n' 2-5 B'm 2-59 �6 13 w / Te_ 4 1"X6" 0 "X / 31/2 III R 1 8" 2-BD 2-100 PER SUPPORT { _- --- - ----_ ' OUTSIDE LOAD C Ql III 1- _ 1"x70" OR WIDER 3-8D 3-10D PER SUPPORT WALL LOAD WALL LOAD (WHERE APPLICABLE) � O 4-y SW40.10 q8 117 1/4" 3 1/2 3-5/8"m 2-SSTB28 171 _ - - -_ _ _ - - F CEILING SHEATHING 10 PSF X WALL HEIGHT X 8 FT 0 10 PSF X WALL HEIGHT X 8 FT (TOTAL) 80 W RAISED FLOOR STRONG-WALL MODELS SECOND FLOOR STRONG-WALL MODELS GYPSUM WALL BOARD 5-D COOLERS 5-D COOLERS 7" EDGE U 10" FIELD (TOTAL) 80 W a Iq W NUMBER OF NUMBER OF HOLDOWN MAxWALL I QI MODEL W H (.n) T FASTENERS B4 FASTENERS IN ANCHOR WE NO BEER OF NUMBER OF MAX WALLGHT MODEL IN H (In) T FASTENERS IN FASTENERS IN WEIGHT WALL SHEATHING r� ^ ¢ DO B070M OF WALT. TOP OF WALL BOLTS (DIN SET UP (in) [iSET UP (.n) (in) TOP OF WALL 8070M OF WALL (Iba) FIRST FLOOR JOISTS y, 1 tn Q STRUCTURAL PANELS BD 10D 7" EDGE / 10" FIELD OUTSIDE LOAD w;_,.,I pN Imo- F [�/y 9 SW16x8-RF 15 93 1/4" 3 1/2 13-SDS 1/4x6 13—SDS 1/4,6 2-SSTB26 85 SWIBxB-RF 1B 93 1/4" 3 1/2 9-SDS 1/4x6 13-SDS 1/4x13 85 FIBERBOARD PANELS 4'D PSF + 1D PSF (DEAD LOAD) = rJD PSF X-0 O W jlj (11 3 1/2 DISTANCE SPAN X 6 FT �/� /� O N SW24x8-RF 24 93 I/4' 3 1/2 16—SDS I/4x6 16-SDS 1/4v6 2-SSTB28 91 SW24v8-RF 24 93 1/4' 3 1/2 12-SDS I/4x6 I6-SDS 1/4v6 91 7/16" 6D - 3" EDGE / 6" FIELD � � ^ti vI 25 32" 8D - 3" EDGE 6" FIELD FIRST FLOOR JOISTS (TOTAL) 300 sW32xe-RF 32 93 /a" 3 1/2 20-SDS 1/4x6 20-SDs f/4x6 2-55TB29 116 sW3ae-RF 3z 93 t/4" 3 I/2 I6-sps t/ax6 20-SDS 1/g16 116 GYPSUM WALL BOARD 5-D COOLERS 5-D COOLERS 7" EDGE / 10" FIELD 40 PSF + 10 PSF (DEAD LOAD) = 50 PSF FIRST FLOOR JOISTS SW40x8-RF 48 93 1/4" SW24x9-RF 24 105 I/ v6 3 1/2 20-SDS 1/4x6 26-SDS 1/4v6 2-SSTB28 149 SW48xB-RF 48 93 1/4" ] 1/2 24-SDS 1/4x6 28—SDS 1/4v6 149 HARDBOARD 8O 8D 7° EDGE / 10" FIELD 1/2 DISTANCE SPAN X 6 FT SWI8x9-RF IS 106 1 C 3 1/2 13-SDS 1/413-SDS 1/416 2-SSTB28 94 SWIBx9-RF 18 105 1/4" ] 1/2 9-SDS 1/4x6 13-SDS 14x6 94 PARTICLE PANELS ED BD MANDFA'GTDRER 1/2 DISTANCE-- --/ DISTANCE / / DIAGONAL BOARD SHEATHING (TOTAL) 300 / ` /4" 3 1/2 I6-SDS 1/4x6 I6-SDS 1/4x6 2-SSTB28 101 SW241,9-RF 24 1 105 1/4" 3 1/2 12-SDS 1/4x6 16-SDS 1/4x6 101 1'X6 OR 1"X8` 2_8D 2-10D PER SUPPORT ES�32F 32 105 1/a" 3 1/2 2O-sps 1/416 20-spS f/4.6 2-SSTB26 126 SW32x9-RF 32 105 1/4' 3 1/2 16-EDS 1/4x6 20-SDS 1/4x6 128 1"X10" OR WIDER 3-8D 3-10D PER SUPPORT - INSIDE LOAD 48 105 1/4" 3 1/2 2B-SDS 1/4x6 18-SDS 1/4x6 2-SSTB26 165 SW48x9-RF 48 105 1/4" 3 1/2 24-SDS /416 28-SDS 1/4x6 165 FLDQR SHEATHING OUTSIDE LOAD 24 117 1/4' 3 1/2 16-sps f/4x6 16-spS 1/n,6 z-SSTB28 III SW2ax 1O-RF 24 11] 1/6 3 1/2 I2-SDs 1/4x6 I6-sps f/4x6 111 STRUCTURAL PANELS JOB NO. 32 117 1/4' 3 1/2 z0-spS 1/1.6 20-SDS 1/4x6 2-ssie2a 13a sW]21ID-RF 32 117 I/4' 3 1/z 113-sps 1/ax6 zD-sps 1/ax6 134 1" OR LESS BD 10D 6" EDGE 12' FIELD TOTAL = 700 GREATER THAN 1" 10D i6D 6" EDGE / 6" FIELDNOTE: afi 117 1/4" 3 1/2 28-SDS 1/4.6 28-SDS 1/416 2-SSTB28 171 sWaexlD-Rr qe 1n 1/a" 3 1/2 24-SDS I/4x6 2B-SDS 1/4x6 m DIAGONAL BOARD SHEATHING 4000 LBS/SOFT BEARING 1"Xfi" 0R 1"X8" 2-BD 2-10D PER SUPPORT TOTAL W/ ROOF - F1300 FOR FOUNDATIONS 2003-140 SIMPSON STRONG-WALL SIMPSON STRONG-WALL x13° oR WIDER 3-BD 3-10D PER SUPPORT IR �) CALCULATIONS T FL R ND FLOOR 1 NAILING REOUIREMENTS ARE BASED ON WALL SHERD TING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE DESIGN LOAD SHEET No. PANEL EDGE TO OBTAIN HIGHEflLOR IES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, DF ALTERNATE CONNECTORS, SUCH AS SHEAR 3 OF 4 PLATES, SHALL BE USED TO MAINTAIN TAIN THEELOAD PATH SCALE ] N.T..S_'- 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED i0 1-160 NAD PER FOOT 3 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SUBJECT TO DAMAGE FROM WINTER CE SHIELD SEISMIC DESIGN UNDER— n W SNOW SPEED e DESIGN FROST TEMP F LAY'MGPIT FLOOD n M r 2 LOAD (MPH) CATEGORY q WEATHERING a LINC TERMITE, DECAY, (36" FROM REQUIRED HAZARD' DO Z FOR SI' "I LB/SQFT = 0.0479 KN/M. DEPTH SOFFIT) j r a > MILE PER HR = 1 .609 <M/ R, 45 0 C SEVERE 36" MODERATO MODERATE ° YES 0 Do Z Z f �w; (� Y A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE THE WEATHERING CHLUMINN 0 THE SHALL GRADEFILLED MASONRY NITS WEATHERING DETS INDEX ERMINED FROM"NEGLIGIBLE", 6E "MODERATE "SEVERE") FOR CONCRETE DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R307 ,2(3)]. m C 34, C 55, C 62, C 73, C 90, C 129, C 21166, OR C 652 � B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403 1(1 ) THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH ]HE MINIMUM J� =O DEPTH OF FOOTING BELOW FINISH GRADE, C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY V D THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATETO SEVERE", "SLIGHT TTO TO MODERATE", OR NONE TO SLIGHT O MODERATE' , OR 'NONE TO SLIGHT' IN ACCORDANCE IN ACCORDANCE WITH FIGURE Ob6- ' R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. VCE WITH FIGURE R301 2(7) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. E THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301 2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301 .2.1 4 F, REFER TO TABLE N1101 2 "WINTER DESIGN DRY-BULB TEMPERATURE" COLUMN G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R30 2 2.1 H THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY, AS MAY BE AMENDED. I. SEE FIGURE R3012(5) FOR GROUND SNOW LOADS. HEADERSCHEDULE ALL WOOD FRAMING INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC TO BE __ ___ _ ___ p 1Q" DIA 3s'_DEEP I T DOUG. FIR—LARCH #2 OR BETTER, 5 POURED CONC FOOTING I MODULOUS OF ELASTICITY "E" "1 ,600,000 WITH A MIN Fb=1400 psi (2x4), 10" DIA. 36 DEEP 1 — 1-- - I �� Fb=1200 psi (2x6), Fb= 1100 psi (2x8), 1 _ _ POURED CONC PIERS (Tl'P ) — ,G ___ ___„ Fb=1000 psi 2x10 Fb=900 psi 2x12 I — (3)-2" x 10" NOMINAL LUMBER SIZE: SPANS: (2)2X6 UP TO 4'-0" NEW DECK, ABOVE o x l (2)2X8 4'-0" TO 6'-0" C Y nl j 1 0 (2)2X10 6-0" TO 8'-0" A 0 I I tO v l (2)2X12 8'-0" TO 10'-0" z x I n' @ r�I POSTS SHALL BE 4X4(NOMINAL) I I * NOTE: ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAWINGS WILL SUPERCEDE Ca m f I1 noFa 1 THIS SCHEDULE. `? X 10" LEDGER I Z m F" 33'-1_ A BOARD LAG BOLTED I F I 8"X16" POURED CONC FOOTING - _ , i >1 _ _ ______ ___ _ ___ ___ - I LEETON DRIVE j N 45°35'30" E PRELIMINARY 11jlljklIST III 1 11 1 10000 I I BUDDING w EXISTINGI I I CONSTRUCTION mx 2"X8" FLOOR JOISTSPOUR IVEW s@ 16" O.C.4" SLABm °SEINE. FOR III x w I T OIL TALK z =� I STRAP DOWNEXIST FOUNDATION I CONT. RIDGE TO NEW SLABul I VENT TYP. w IIIWALL AND FOOTING 1 I I A 0 , RAFTERS AS RIDGE BEAM I IIII III PER PLANS AS PER PLAN LI 1 1 ASPHALT ROOFING 12 x ai 1 OVER 15# FELT ON 8 cOUN XIST 1/2" CDX PLYWOOD EXST L iI IDec" I IIISNOW & ICE l EXIST 16-0 NEW oonnEXIST. SHIELD COLLAR nes FLOOR lo a VALLEYS EACH RAFTER r A m x SLAB m III x 1 / I �6 \ Fanuc o S70RYc / 1 "X6" FASCIA �i Q y I c� - c� - F.F, ELEv, = n.m L 10" DIA. 36" IIII z III �i z i\I / I BOARD _ _ DEEP POURED I I - @ / I ,`,' NbV.'vYVv`/rl'Nv'rN,'AJY'yid„ 1',1YiS^h'(�h,V"NL ,, aO,_c.. GI COIVC. FOOTING w w // I SOFFIT VENT 12" G W.8 n TYP. WALLS & III III I VINYL SIDING OVER CEILING I rvvEc HOUSE WRAP BEDROOM W ON 1 2” CDX PLY U UL LINE OF r / o o EXIST, n 0 P ON 2"X4" STUDS o DECK z Exlsr, m W _____ _ ___ __ _ ___ _ _ � I DECK 1 � 16" O.C. :" 00 O QI „ r A �I N O ❑ h 1 8"X IG" POURED COPIC FOOTING , a o II BATT WELL 3/4" T&G F EXISTING w I 1 I PLYWOOD SUBFLOOR 2"X8" FLOOR JOISTS m 3G° BELOW I 2'-0" U @ G" O.C. z III I GRADE I CANTILEVER _ _ _ k INv'ryr i H Ln @ YI of w M o f 2'-0" IVEW DECK ABOVE I ADDITION I 1 Q �i /1 u w v' °J I III TO EXIST. x 1 1 DECK N I VINYL SIDING OVER o Q Q � - L- - --- --- ---- --- - --- ----J I TYVEC HOUSE WRAP O H O 1 1 I ON 1/2" cox Er. LIVING ROOM00 [�]y - � J ---"L - -- ---- ---- ---- - - --- -- J I ON 2"X4" STUDS I-4 Wl jV] �1W16" 0 C. E"� h--i 61 m I E 0 I 1 2-2"X 6" WOLM. p O `j a I 11 PLATE W/ 5/8" DIA. I a = 1 ANCHOR BOLTS 0 1 o I 36" 0 C. Z"XS" DECK JOIST'S 1 w 2"XS" DECK JOISTS @ 16 GO (1� 0 EXISTING r7 o O 2"X8" DECIF JOISTS ^' 1 @ 16 O.C. " @ 6" CO. oi'I OPEN CELLAR o 7 M 1 v XIII 4" POURED GONG SLAB ni11 REINF W/ 6X6 #10/10 1 l EXIST. 1C"X16"X36" DEEP_ 1 l EXIST. 16"X16"X36" DEEPI n I AM EDGPOROUSE FILL z 00.00 ul JOB NO. IF v� POLIRED CONC. PIER r r T POURED CONC PIER - I S 45'3530° W 11 it �� 11 2003-140 IL-1 __ _____ _ __ ___ __ -J J___ _—_ _ ___ ____ __1-1_—___ _________� 1—JI CENTRAL DRIVE FOUNDATION PLAN 1/4" = 1'-0" SECTION A- A 1/4" = V-0" PLOT PLAN 1 E1 = 201-0E, SKEET NO. 4OF4