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HomeMy WebLinkAbout29751-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30504 Date: 10/19/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 3805 PARK VIEW LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 1 Lot 34 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 16, 2003 pursuant to which Building Permit No_ 29751-Z dated SEPTEMBER 22, 2003 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 EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MARY M. RYDER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1179899 02/06/04 PLUMBERS CERTIFICATION DATED 09/20/04 DINIZIO PLUMB.&HEATING u or ed Si ature Rev. 1/81 L 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. 29751 Z Date SEPTEMBER 22 , 2003 Permission is hereby granted to: MARY RYDER 104 SPRING RD HUNTINGTON,NY 11743 for CONSTRUCTION OF ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 3805 PARK VIEW LA ORIENT County Tax Map No. 473889 Section 015 Block 0001 Lot No. 034 pursuant to application dated SEPTEMBER 16, 2003 and approved by the Building Inspector to expire on :4LZ Fee $ 150 . 00 7 ORIGINAL Rev. 5/8/02 � ?3 3 Form No.6 TOWN OFSOUTHOLD co , BUILDING DEPARTMENT r j .l.3 20 TOWN HALL �14�✓ 765-1802 7 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic t 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 I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Dat . 0`��� New Construction: Old or Pre-existing Building: /v� (check one) Location of Property: 3(3D-S- 7�i4R1�✓t e,.� �4 e t✓/Q/F/1 f� A �-� /-7 , y I House No. Street Hamlet Owner or Owners of Property: (y)R Int{ M . h yY�E'Pte. Suffolk County Tax Map No 1000, Section 4t 73$8 9 /$-/3fllock Lot Subdivision Filed Map.Map. Lot: Permit No. 7 7J�r Date of Permit. g7-2-10 Applicant: 1 Health Dept. Approval: J` Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ Jam. plicant Signaffire co -273o50 gOFFO(,(eo oG�� ti x Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 �� �� Telephone(631)765-1502 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: ', !i' Lj Building Permit No. Owner: �� (Please print) Plumber: ' ') (Plea e prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plufnbers Signature) Sworn to before me this �G dayof 200 � HICHARC`- "Pt6k State 01FE4 0WI-Sufff' t.. , Tum EON Sept. Notary Public, S'v County D rJ�rJ�rJ��lrJrP�ncPrJrJ�rJ�rJrJ�rJ-i 211 i�nrrrJ��.nrJE rr.rciii! Jcnr1 :1JrJ�rJ'rJ 2 E rc r. E I JcnrJ�rJ�rJ�rJrJ��nr1�n�PrJ��PrJ@n�nrrrJ�rJ�rJ�rJ�rJ@ncnrP o BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 rr5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 GOODALE ELECTRIC CONT INC MARY RYDER 5 7C55 P. O. BOX 1190 3805 PARK VIEW LANE 5 MATTITUCK, NY 11952, ORIENT, NY 11957 �5 Located at 3805 PARK VIEW LANE ORIENT, NY 11957 5 Application Number: 1179899 Certificate Number: 1179899 5 5 5 55 Section: Block: Lot: Building Permit: BDC: ns11 �C5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: �5 5 First Floor, Attached Garage, Outside, 5 5 55 55 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 5 found to be in compliance therewith on the 6th Day of February,2004. 5 5 Name QTY Rate Rating Circuit Type 5 Miscellaneous �5 5 addition 5 5 rj Wiring and Devices 5 Receptacle 7 0 General Purpose rrr5 5 Switch 9 0 General Purpose 5 Fixture 7 0 Incandescent 5 5 Receptacle 2 0 GFCI 5 5 5 5 5 5 S 5 151 3 5 5 5 seat 5 5 1 of 1 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 o rJ�rJrJ�rJrJrJ�r�r�eJr1r�r frJr��Pr�cl�Pr��frPrJ�rJ�rJ�rJ�rJ�rJc f�frJrJcPcPrJr�rJ�rJ�cPrJ�rJ�rJrJrJrJ�r��PrJ�rJlrJrJrJr�rJ�rJ�rJ�rJrJrJ�rJrJrPrP 5O Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release I Data filename:C:\AUTOCAD PROJECTS\energy calcs work pages\RYDER.rck TITLE:RDER RESIDANCE COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE:09/02/03 DATE OF PLANS: SEPTEMBER 3,2003 PROJECT INFORMATION: 380 S PARK VIEW LA. ORIENT,NY COMPANY INFORMATION: ALLIED BUILDERS MAIN ROAD,ORIENT,NEW YORK 11957 COMPLIANCE:Passes Maximum UA=83 Your Home UA=78 6.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 385 33.0 0.0 12 Wall l: Wood Frame, 16"o.c. 432 11.0 0.0 34 Window 1:Vinyl Frame:Double Pane 31 0.320 10 Door l: Solid 19 0.260 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 367 19.0 0.0 17 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction ents. When a Registered Design Professional has stamped and signed this page,they are attesting that to the be belief,and professional judgment,such plans or specifications are in compliance with this Co ygP�aat tnsa j P,� Builder/Designer T Date G �OFESStO�P TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER ` 3 6r ti 5 " VILLAGE DIST. SUB. LOT LARK VIEW LANA FORMER OWNEA N E ACR. S W TYPE OF BUILDING YA .ES. a I SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATEREMARKS I gy / �- 'o Al 0 coo INS Y G e r! 0 tom_ +m-i Y iO 1c'wc[ez - 14FiG t1 /�/o 0 3 76 ,-) S-10 0 / AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre "illable 1 "illable 2 'illable 3 Voodland wompland FRONTAGE ON WATER t rushland FRONTAGE ON ROAD louse Plot DEPTH v Ar %at BULKHEAD 'otai DOCK COLOR 1 r,. TRIM y M. Bldg. Foundation Cw-t-t-t-7tt. 81_ Bath Dinette Extension _ Basement Floors f5 K. Extension ! y !Qt. Walls w Interior Finish t f LR. Extension Fire Place { �t Heat ��« DR. Type Roof ;a Rooms 1st Floor BR. Porch 5: ecreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio O. B. Total 3 r uau...aai....ate vsai vawau a WY_ j Lj DATE REVIEWED: _9_/jj,_/0 APPLICANT: fllouru DATE SUBMITTED: —9--/Lb /0: cj SCTM#DISTRICT: 1,000, SECTION: , BLOCK: __j_, LOT: -mf_ SUBDIVISION: ADDRESS: 2aQ5 ?a,r%LNjleu) CITY: ©(j,e_n4 ZONING DISTRICT: — CONFORMING?A) BUILPING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z-8 96� INFO 1i1l'3 /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.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time aft( REQ. LOT SIZE: ACT. LOT SIZE: 90"1 REQ. LOT COV.C ACT, LOT COV. REQ. FRONT_ Lio PROP. FRONT /REQ SIDE 1SI3,b ACT. SIDE REQ. REAR PROP, REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: Ab I )lUf1S I ESTIMATED PROJECT COST: 301[ _ARCHITECT/E14GINE-M KQMsgr rcw _ WATER FRONT? DESCRIPTION: ! PA'�EL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES o1'00BED tt): DTE: /_/ PERMIT #: TOWN SEPTIC RECEIPT: Y gf71 NEW YORK STATE DEC: rRF- 9/1/75 YES 0 O_ _DTE: __/_/ PERMIT #: _ SOUTHOLD TOWN TRUSTEES: YES o DTE: PERMIT #: -- -' TOWN ZONING BOARD APPROVAL: 1'ES Or _DTE: / _ / PERMIT #: TOWN PLAN. 130ARD APPROVAL: YES or DTE: _ / - / PERMIT it: TOWN HISTORICALPRP; (SPLIA): YES or 'O --NEW YORK STATE CODE COMPLIANCE (SEP; PAGE 2): Yi, 0r NO _ NOTES: - — _FOUNDATION_:__ —- - - - FEE—STRUCTURE: __SF FIRST FLOOR: SECOND FLOOR:_ SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE L ( SF)- (_ SF)-----SF x 2. ( — SF)- —SF)---- SFX $ - 5 --_�S +$ - $ 3. --SF) ( — -SF) --- -SFX _ FINAL TOTAL: 1�� _ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 / Wind Speed: 120MPH ✓ Seismic Design Category: B Weathering: Severe ✓ Frost Depth: 36" J Termite: M-II ,—/ Decay: S-M / Design Temp: 11 Iee Shield Underlay: YES / Flood Hazards: N 1 fi USE/OCCUPANCY CLASSIFICATION: Q_ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ,r DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE Wi5CM AECA FULL FRAMING DESIGN ELEMENTS:(9 N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN DESIGN LOAD CALCULATIONS/N LIVE: Y/N DEAD: YIN SNOW: Y/N SEISMIC: Y/N WIND: YIN WINDOW AND DOOR SCHEDULE: AIISSLE TEST RE,QUIREMENTSO/N EGRESS 5.7 S.F.: Y/N LIGIIT 8°/�: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE&N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT4/N TRUSS DESIGN: Y/10 CERTIFICATION: Y/p ENERGY CALCS)A/N TOTAL COMPLIENCE? /N (RETURN TO PAGE ONE) TITLE No. VA t - 000 9 7- • so " PAS K V / EW LA . N 830 It S E 140 . 00 " rso � u W to � m 2 o d O � N \ 111:::: o � .�✓ed`' T 1 STY. F{R�M. Q• ' \ 4* JV C V rV N 3 49 .z' si.,• 7 3 • c.er�c � ` J ' 2 u � 0 , • 1 d� r h 00 W .� ° 3 w ti I i vJ d L'� S 87- ' 7-4 ' 00 W NSF- ORV/L_LE R- AARP OF 6REEAl ACRES AT CA /ENT FIL_EC 4 - 1-3 - 19(u2 3S40 L.O T h1" 8 MEASUREMENT IN U.S. STANDARD THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY, NOT SHOWN ARE NOT GUARANTEED. THE DIMENSIONS SHOWN HEREON,FROM THE STRUCTURES TO THE PROPERTY LINE,ARE FOR A SPECIFIC PURPOSE ONLY.THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES,STRUCTURES OR ANY OTHER IMPROVEMENT. UNAUTHORIZED ALTERATION GUARANTEES INDICATED HEREON SHALL RUN ONLY ADDITION TO A SURVEY MAP ONLY COPIES FROM THE ORIGI• TO THE PERSON FOR WHOM THE SURVEY IS PRE- OR S BEARING A LICENSED LAND NAL OF THIS SURVEY MARKED PARED, AND ON HIS BEHALF TO THE TITLE COMPANY, SURVEYOR'S SEAL IS A VIOLA- WITH AN ORIGINAL OF THE GOVERNMENTAL AGENCY AND LENDING INSTITUTION TION OF SECTION IS A SUB- LAND SURVEYOR'S EMBOSSED LISTED HEREON, AND TO THE ASSIGNEES OF THE SEAL SHALL BE CONSIDERED LENDING INSTITUTION. DIVISION 2, OF THE NEW YORK TO BE VALID TRUE COPIES. GUARANTEES ARE NOT TRANSFERABLE TO ADDI- STATE EDUCATION LAW. TIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. KULHA:NEK & PLAN SECTION BLOCK DATE LAP.jO cSURVEYr)FtS�P P.C. GUARANTEED TO •! Sk CHICAGo T/ 7-LE i ,Tule-ANCE CO - SBC a E N T � �DgEg$ HSF3C Ma RT GAGE coRa'eaa Tlowi �u S.a O iCE: MAILI-Q A , U FF L POUND RIDP.E,KY P.O.soa 170 COUNTY LONG ISLAND O.FEICL: 7?'NES,C.AF STER AVE. LONG BEACH,N7 POUNC RIDGE,NY 10576 c TELEPHONE:600-541-5124 / AAY Ry INEA JOB NO. FAX:600-242-4955 M-1802 BUILDING DEPT. *SPECTION [ F UNDATION IST [ ] ROUGH PLBG. [ FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ J FIREPLACE A CHIMNEY REMARKS: i DATE /W INSPECT 7W-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACES&�CHHIIMNEY REMARKKS /�"-F� -Zh•w L DATE INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA/CEI & CHIMNEY MARKS: /"34h�c l/f4?4<2 DATE INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE S�-A-F-ETY INSPECTION REMARKS: . �-c .r DATE (� INSPECTOR J i 81 1 Il Y' 9�1 Y 1 �' � 1 ' -- --- - • ' 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q ( Survey www. northfork.net/Southold/ PERMIT NO. l 6 Check Septic Form N.Y.S.D.E.C. Trustees Examined 120� Contact: Approved ti "20� a/c Mail to: Disapproved . �t one: U �38�6 Expiration v ,20 t ding Inspector SEP 1 6 2003 �i APPLICATION FOR BUILDING PERMIT / Date 2003 T^ ,t 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 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. n (Signature of app scant or name,if a corporation) no, 40X 30 041flj' A)yllfl-) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a o oraf n, signatur f duly authorized officer �U t (Name and title of corp'relate officer) Builders License No. 6 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: / 3�0� PA�c/Cdre�tr Wim, House Number Street Hamlet Count a No. 1000 Section ' n 15-1 -3q Y Tax MPf /Y''i(w,.,, Block_ Lot Subdivision ! eiy , "tFiI6d4MapNo. Lot (Name) T ,, 2. State existing use,and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l Aow C b. Intended use and occupancy t 44'ecl o+- AdWIVC F1` &nvue�Vw r e4T 2 3: Nature of work (check which applicable): New Building Addition L-1 AlterationC-- Repair Repair Removal Demolition Other Work (Description) 4. Estimated Cost goo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor Alid 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 52 z Rear SZ , Depth .2/ 3R Height Aa Number of Stories Z Dimensions of same structure with alterations or additions: Front C6 Rear 6 6 Depth X b Height 2 Number of Stories I C W 8. Dimensions of entire new construction: Front /y Rear q Depth R y S Height /y , Number of Stories y E 9. Size Qom. Front yd Rear / y0- I Depth /YY- '° ` /S° - Yj- w 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Jej 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 r olt�� 14. Names of Owner of premises Address Phone No. Name of Architect FAddress Phone No Name of Contractor—&/— 4&urC/#t- Address .O,d r 3C9 Afrwt Phone No. JAY-39�ri ,vr/ifn 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. In. 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. STATE OF NEW YORK) SS: COUNTY OF,� 91r//41l'bj being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract)/a-bove named, (S)He is the 0-0 4A►1C/y2 N, (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 A 7' day of - 20C'j) Ir tary Public Sign tune of Applicant LYN NOTARY LIC,SBO of New York LYNOA M. BOHN No.01 020932 NOTARY PUBLIC, State of Neth York Ouatifi in § ft cunt No.01806020932 Ter xpire � - Oualffied In Suffolk County Term Expires March 8,20.Z OCCUPANCY OR OF- dt USE IS UNLAWFUL WITHOUT UNDERWRITE OF OCCUPANCY REQUIRED PLUMBER CERTIFICATION ON LEAD CONT s CERTIFICATE OF r S SOLDER PLYSYSTEM EXCEED2110 OF 1 -- - \ - ® / / ------ / PLUMBING El El ALL PLUMBING WASTE -- &WATER LINES NEED - TESTING BEFORE COVERING ❑ El 1-11:1 ❑ ❑ ❑ ❑ - a ❑ ❑ ❑ ❑ - - 99 DATE: 77"� BP N i LIQ CERTIFICATION OF FEE: f 6D NAILING & CONNECTIONS NOTIFY BUILDIN;; BEPARTME COMPLY WITH ALL CODES OF REQUIRED. 755.1802 SAM TO qPM FOR THE NE R-STATE�i'fOwN�'O6E5 FOLLOWING INSPECTIONS: A RF, UIRED AND CONDITIONS OF 1. FOUNDATION - TWO REQUIRED SOUTHOLDTOWNZBA ALL CONSTRUCTION SHALL FOR POURED CONCRETE2. ROUGH - FRAMING d PLUMBING G THOLDTOWN PLANNING BOARD MEET THE REQUIRE MENTSOFTHE . INSULATION N.Y.S.DEC CODES OF NEW YORK STATE. FRONT r � O N T ELEVATION 4. FINAL - CONSTRUCTION MUST SOUTHOLDTOWN TRUSTEES BE COMPLETE FOR COFLOOD ZONE ALL CONSTRUCTION SHAMEET THE REQUIREMENTS OFTHECODESOFNEW -- COMPLY WITH CHAPTER °46" YORK STATE. NOT RESPONSIBLE FOR 12 1-000-DAMAr,F Pr-4n/FNNM GARAGE DESIGN OR CONSTRUCTION ERRORS. 5 ^� DDF ENDS HERE XISTING GARAGE -� ROOF ENDS HER GROUND _ - _ - - - a a sA LEFT ELEVATION of NElyY 4 I I INDEX I of 5 TITLE SHEET, ELEVATIONS & NOTES PROPOSED ADDITION 2 of 5 FLOOR PLAN FOR THE 3 of 5 SECTION, FOUND., DETAILS, RISER DIAG. 4 of 5 CODE COMPLIANCE RYDER RESIDENCE TITLE AND ELEVATIONS 4 of 5 CODE COMPLIANCE 380 S PARK VIEW LA. LOCATION: 380 S PARK VIEW LA., ORIENT, NY ORIENT, NY OWNER: MARY RYDER IISE TOWN OF SOUTHOLD ALLIED BUILDERS SHEET No. USEUPANCY CLASS ;ESIIENCY CUSTOM REMODELING EIGHT p O BUIL ACTION NOT EE TO EXCEED 2 1/2 STORIES MAIN ROAD, ORIENT, NY 11957 FIRE Sq. Ft. 69DSF. OF DRAWN BY:EJC SCALE: 1/4"=1'-0° PROJ No- R0321 5 CHECKED BY: FILE: I DATE:9/3/03 B,_4. 4' - '-10' - '-6' n SMOKE DETECTORS SHALL BE INTERCONNECTED, 0 SINGLE STATION, SMOKE DETECTION DEVICES SD IN ACCORDANCE WITH STATE IRC REQUIREMENTS J F Qo �w �N n nw PEI VENflA110N ANP LICK TAP1-F �1u PJA C sf, zaEl p9 NA N/A I NA 2 U1691 1172 1 122 1 23Ah 1 217 NEW BATH +�O o 3� _ 27 3 ie Z F- 1 a w U J LqO17 IA F LL N o , RAIL TG d O 6 CODE ffi BED ROOM BATH BED ROOM o N � m NEW GARAGE 3) P'%6'GIRDER SUPPORTED BOTH ENDS AND IN THE NEW 4' CONC. SLAB MIDDLE EXIST, NEW DEN cDNc. NEW STEP SEE NEW STEP o y DETAIL ti 0 O m SD KITCHEN HALL EXISTING GARAGE DOOR 8" TO BE INSTALLED IN NEW um OPENING. NEW BAY WINDOW TO BE INSTALLED io I o IN EXIST. GARAGE DOOR OPENING c's BAY WINDOW a LIVING ROOM Q P4045 D EXISTING HOUSE HAND RAIL of NEWyO � NEW CONSTRUCTION �,tP at Raals�R SUB-FLOORINGlye a � FLOOR 1/2" SHE CK JOISTS— fib, 20X4" PARTITION 950 LENGTH OF STAIR � ss 1 GIRDER SOLID BLOCKING A/I_ CRAWL SPACE a GIRDER � �" FLOOR PLAN EXISTING 8" CONC. WALL WITH 40 EXISTING LOCATION: 380 S PARK VIEW LA., ORIENT, NY CONC. SLAB", CONCRETE OWNER: MARY RYDER STEPS ALLIED BUILDERS SHAEET No. CUSTOM REMODELING SECTION MAIN ROAD, ORIENT, NY 11957 Y1 OF DRAWN BY:EJC SCALE: 1�4"=1�-0° PROJ NO.RO321 5 CHECKED BY: FILE: I DATE:9/3/03 CONT. 'X10' RIDGE EXIST GARAGE ROOF TO REMAI XTEND EXISTING ROOF TO MEET EXIST HOUSE ROOF NEW ROOF HOUSE ROOF, MATCH ROOF SHOWN FOR REF. ONLY BACK SLOPE ONLY 2'X2' BLOCKING ADDED uu-u np•smv sxxr 12 \ TO EXIST, GARAGE .mixes uw aii 1/2' EXTERIOR PLYWOOD WITH RAFTERS FOR INSUL, m"""xP15in;mwa 1101"" 1511 FELT PAPE 5� CLEARANCE. wov s+xoEs ss wn & ROOF SHINGLES / �\ EXIST HOUSE ROOF v,Nl Rsu asn isxm. 2'xB' RAFTERS \SHOWN FOR REF. ONLY xxff xu+us gDum mew=.-m _ 16' D.C.. \ � -a e R-19 INSULATION (typ. as�rxs \ XIST. GARAGE HURRICANE CLIPS/\ COLLAR BEAMS 4' O.C. ROOF TO REMAIN �- ON EACH RAFTER 6' facia SHEETROCK, T&S �raua VENTED SOFIT typ NEW DEN xme wv wrt u x�R¢amsave sx R it INSULATI❑ BATH T&S (typ) SHEET ET ROCK WINDOW IN➢OW 2'X4' 16' O/C _ SEAT 1 1/2' EXTERIOR 'X4', BY PLYWOOD, BUILDIN 3/4' T&G WRAP, VINYL SIDING 16' D,C. PLYWOOD OTHERS /—R 11 INSULATION typ. WITH Ya' INSULATION SUB FL. TERMITE SHIELD AND R-19 INSULATION (typ. EALOO DAND M ISTURE SILL SEALER (typ.)� 2,X8,, 16' DC 2'X8' 16' Oc XIST, CONSTRUCTION DETAILS NEW CONCRETE & CRAWL SPACE DRIVEWAY NOT TO SCALE BLOCK TRENCH FOOTING MIN. 36' BELOW GRAD _ (typ) XISTING 4' SLAB .0 ON COMPACTED FILL " SILL PLATE io FOUNANCHDATION T❑ L FOUNDATION 4' EXISTING 8' CONCRETE BATH = 2'-6' TRENCH FOOTING MIN. D.C. (TYP. FOR SCRATCH SLAB 36' BELOW GRADE (typ.) ALL NEW WORK) ON COMPACTED FILL (3) 2'X6' SUP. BOTH ENDS WITH SOILD SHUTTER Nom$! BLOCKING & IN MIDDLE 1. SHUTTERS MEASUREMENTS TO BE ADJUSTED TO FIT INSIDE DF WINDOW SECTION A-A 1'X4' SHUTTER SUPPORT FRAME. 2. PLYWOOD TO BE FASTENED TO THE SCALE 1/4• 1� PLYWOOD SHUTTER 1'X4' WITH lYi NON-RUSTING WOOD SCREWS ■ INSTALLED FROM THE PLYWOOD SIDE EVERY G' OC. 3. SHUTTERS TO BE STORED ON SITE FOR 4' VENT �^ USE DURING STORMS, 4. HOME OWNER TO BE INSTRUCTED ON THE ROOF _ INSTALLATION. ZD za O 2• lye � x � ]y�• a a o � �y rua we LAVE o ]ST FL. z, 4, . C.D. ,, TO APPROVED > maxa1� EXISTING SANIT. SYSTEM SHUTTER DETAILS NOT TO SCALE PLUMBING RISER DIAGRAM NOT TO SCALE nvw rm+v� av r mx:sxm,mx. Oy U - �- - -- _- - E Y� , .�ass a aoxe �AP�aat Ra1Ty .p'f• --- yy 8" GONG. BLOCK 9 r NEW GARAGE GRADE > w I o V O' ,mx.ee FESS IO wv varm. I roimnnm um i as,anr xs iexxm "'"` SECTIONS & FOUND. & DETAILS a I I Gam^ x a' DEEP EARTH FORMED LOCATION: 380 S PARK VIEW LA., ORIENT, NY TRENCH FOOTING (typ.) OWNER: MARY RYDER DETAIL "B" ALLIED BUILDERS SHEET No. FOUNDATION PLAN NOT TO SCALE CUSTOM REMODELING 3 SCALE 1/8• ■ 11 MAIN ROAD, ORIENT, NY 11957 OF DRAWN BY:EJC SCALE, 1/4'==1�-0° PROJ No- RO321 5 CHECKED BY: FILE: DATE:9/3/03 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE §Rthis sect Flashing. Flashing for asphalt shingles shall comply with this section. MINIMUM SPECIFIED §RR905.2.8.1 Base and cap flashing. Base and cap flashing shall be Table 3.1 Nailing Schedule COMPRESSIVE STRENGTHa(fc) installed in accordance with manufacturers installation instructions. Base flashing shall be of either corrosion-resistant metal of minimum Weathering potentialb nominal 0.019-inch (0.483 mm) thickness or mineral surface roll roofing Number of Numberof TYPE OR LOCATIONS OF weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Cap Joint Desenphoo Common Nails Box Nails Nail Spacing CONCRETE CONSTRUCTION Severe i o rUaaamaaaami n w ip flashing shall be corrasion-resistant metal of minimum nominal \y, r.�tr I , P 4„s""F' i~A1 a x au r r.ik S Basement walls, foundations and other 0.019-inch (0.483 mm) thickness. a'�Ir +..q„d - ' r m 'ti.+„' -� •"�. �,;w concrete not exposed to the weather 2,500c Rafter to Top Plate (foo-sailcO (see Table 3.4A) (see Table 3.4A) per miter §ith manufacturer's Valleys. Valley linings shall be installed in accordance Basement slabs and interior slabs on with manufacturer's installation instructions before applying shingles. Ceiling Joist to Top Plate (Too-nailed) (sea Table 3.4A) (we Table 3.4A) pajoist grade, except garage floor slabs 2,500c Valley linings of the following types shall be permitted: Ceiling Joist to Parallel Rafter (Face-nailed) (we Table 3.9A) (see Table 3.9A) each lap Ceiling Joist Laps Over Partitions (Faro-nailed) (sec Table 3.9A) (see Table 39A) each lap Basement walls, foundation walls, 1. For open valley (valley lining exposed) lined with metal, the Collar Tie to Rafter (Fa nailed) (sec Table 3.6A) (sin Table 3.6A) per tie exterior walls and other vertical valley lining shall be at least 24 inches (610 mm) wide and of any Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end concrete work exposed to the weather 3,000d of the corrasion-resistant metals in Table RR905.2.8.2. Rim Board to Rafter(Eod4sailed) 246d 3-16d each end Parches, carport slabs and steps 2. For open valleys, valley lining of two plies of mineral surface 1drtP 15`4 . ;: ✓ exposed to the weather, and garage roll roofing, complying with ASTM D 249, shall be permitted. The Top Plate to Top Plain (Fara-roiled) 2-16d' 216th per foot ( floor aloha 3,500d,e bottom layer shall be 1inches (457 mm) and the top layer a Top Plates at Intersection (Facegoiled) 4-16d 5-16d joints-each side minimum of 36 inches (914 mm) wide. Stud to Stud (pox nailed) 2-16d 2-16d 24”o.c. For SI: 1 pound per square inch = 6.895 kPa. 3. For closed valleys (valley covered with shingles), valley Header to Header(Faco-nuled) 16d l6d 16"oa along edges a. At 28 days psi. lining of one ply of smooth roll roofing complying with ASTM D 224 Type II or Type III and at least 36 inches (914 mm) wide or valley Top or Bottom Plate to Stud (End-nailed) (sin Table 3.5A) (sin Table 33A) per stud b. See Table RR301.2(1) for weathering potential. lining as described in Items 1 and 2 above shall he permitted. Specialty underlayment complying with ASTMD 1970 may be used in Bottom Plate to Floorjoist,Bamljoisl,Eadjoistor 2-16dl� 2-16d'A perfom c. Concrete in these locations that may be subject to freezing and lieu of the lining material. Blocking (Faeo-oniled) thawing during construction shall be air-entrained concrete in accordance with Footnote d. TABLE RR905.2.8.2 VALLEY UNING MATERIAL " d. Concrete shall be air entrained. Total air content (percent by volume Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 41011. pajaist of concrete) shall not be less than 5 percent or more than 7 percent. MINIMUM Bridging to Joist (Toansiled) 2-8d 2-10d each end THICKNESS WEIGHT Blocking to Joist[Toe-nailed) 2-8d 2-10d each end e. See RR402.2 for minimum cement content. MATERIAL (inches) CAGE (pounds) Blocking to Sill or Top Plate(Too-mfled) 3-16d 4-16d each black Copper __ __ ledger Strip to Bam(Face-na0ed) 3-16d 446d eschjoist 1 Joist on ledger to Beam(Toe-naileM 3-8d 340d perjoist Aluminum 0.024 __ __ Band Joist m Joist(End-nailed) 3-16d 4-164 pajoist ROOFING NOTES: Band Joist to Sill w Top Plane(Toe-nafled) 2-16d' 3-16d per foot Asphalt strip shingles shall have a minimum of six Stainless steel -- 28 -- " 'p;r„., r -' * r , R C , w ”` rp - -"d,% � rte , fasteners per shingle in the 110-120 mph wind zones. RR905.2.7.1 Ice protection. In areas where the average daily Galvanized 26 (zinc Structural Panels 8d tOd (sin Tab1e3.10)steel 0,0179 coated C90) -- Diagonal Board Sheathing temperature in January is 25F (-4-C) or less or when Table RR301.2(1) 1"x6"aI"Xil" 2-8d 2-I0d per support criteria so designates, an ice barrier that consists of a least Zinc alloy 0.027 -- I"x10"or widar 3-8d 340d per support two layers of underloyment cemented together or of a self-adhering polymer modified bitumen sheet, shall he used in lieu of normal Lead -- -- 2-1/2 - underlayment and extend from the cave's edge to a paint at least 24 - inches (610 mm) inside the exterior wall line of the building. Pointed teme -- -- 20 Gypsum Wallboard 5d coolers 5d coolers 7"edge/IIt"field 77 For SI: 1 inch = 25.4 mm, „qs " - :�$ c wA a. � + ' . ,oft s'„�tr�Pr „[; -y 777 ' RR905.2.7 Underlayment application. For roof slopes from two units d � � � �n5� vertical in 12 units horizontal (17-percent slope), up to four units 1 pound = 0.454 kg. Struetunl Panels Sd 10d (sin Table 3,11) vertical in 12 units horizontal (33-percent slope), underloyment shall be Fiberboard Panels §Rtalled on Crickets and saddles. hi cricket or saddle shall be two layers applied in the following manner. Apply a 19-inch (483 mm) 7/16" Gds - 3"edge/6"field installed on the ridge side le any chimney greater than et inches (762 strip of underloyment felt parallel with and starting of the eaves, mm) wide. Cricket or saddle coverings shall be sheet metal or of the 25132" Silt - 3"edge/6"field fastened sufficiently to hold in place. Starting at the eave, apply 36- same material as the roof covering. inch-wide (914 mm) sheets of underlayment, overlapping successive sheets Gyps,Wallboard 5d coolers 5d caolen 7"edge/ 10"field 19 inches (483 mm), and fastened sufficiently to hold in place. For roof §RR905.2.8.4 Sidewall flashing. Flashing against a vertical sidewall Hmdboard Sd Sd (sin Table 3.11) slopes of four units vertical in 12 units horizontal (33-percent slope) shall be by the step-flashing method. Particleboard Panels 8d 8d (sin maaufimnnr) or greater, underlayment shall be one layer applied in the fallowing manner. Underloyment shall be applied shingle fashion, parallel to and §RR905.2.8.5 Other flashing. Flashing against a vertical front wall, Diagonal Bond Sheathing starting from the eave and lapped 2 inches (51 mm), fastened sufficiently as well as soil stack, vent pipe and chimney flashing, shall be applied I"x6"or k"x8" 2.8d 2-10d pa support to hold in place. End laps shall be offset by 6 feet (1829 mm). according to asphalt shingle manufacturer's printed instructions. I"x10"or wider 3-8d 3-I0d per support PRESUMPTIVE LOAD-BEARING VALUES .;_' _ r a 'ry,' ° rl'� :„r OF FOUNDATION MATERIALS Steucbual Panels LOAD—BEARING PRESSURE I"or leu 8d 10d 6"edge/12"field CLASS OF MATERIAL (pounds per square foot) greater than l" led l6d 6"edge/6"field Diagonal Bard Sheathing Sandy gravel and/or gravel 1"x6"ml"x8" 2-9d 2-10d per support (GW and GP) 3,000 1"x10"or Wider 3-Sd 3-10d per support Sand, silty sand, clayey sand, ' Nailing requirements nn bawd on will sbathing railed 6 iriclies oncenner at the panel edge.if wall shathmg is nailed 3 inches on<emer at the silty gravel and clayey gravel CODE COMPLIANCEDESIGN CRITERIA panel edge to obtam higha char capacida,ailing sapriremata for structural members shall be doubled,or alternate connectors,such as shear (SW, SP, SM, SC, GM and GC) 2,000 plates,shall be used to maintain the load path. T When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be seduced to 1-16d mit per foot. Clay, sandy clay, silty clay, THESE PLANS WERE PREPARED IN ACCORDANCE WITH: I Corrosion resistant l l gage roofingnails and l6 gage staples am permitted,chink IBC for additional requirements. clayey silt, silt and sandy silt American Forest and Paper Association (AF&PA) "W000 FRAME CONSTRUCTION (Cl, ML, MH and CH) 1,500b MANUAL FOR ONE AND TWO FAMILY DWELLINGS" NOTE: SEE SUPP, SHEET FIXi TABLES 3.3A, 3.5A, 3.6A, 3.9A. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) ,i3OF NEW PO SUBJECT TO DAMAGE FROM A,PC ry'� msarr _ NOTES & TABLES GROUND WIND SEISMIC WEATHER- FROST WINTER ICE SHIELb FLODD h ° SNOW SPEED DESIGN ING LINE TERMITE DECAY TEMP UNDERLAYMENT HAZARDS A LOCATION: 380 S PARK VIEW LA., ORIENT, NY LOAD (mph) CATEGORY DEPTH DESIGN 1 `" OWNER: MARY RYDER R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R301.2 (7) REQUIRED 120Mod. to in accordance w/ O o, DBgS� ALL/ED BUILDERS SHEET No. 45 PSF MPH C Severe 36" heavy Slight 11' sec 905.2.7.1 N/A J'R0 9, CUSTOM REMODELING 4 MAIN ROAD, ORIENT, NY 11957 OF DRAWN BY:EJC I SCAILE: 1/4"=1' 0"I PROJ No. R0321 5 CHECKED BY: FILE: DATE:y�3�03 Table 3.4A Rafter and/or Calling Joist to Top Plate Lateral and Shear Connection Table 3.SA Top and Bottom Plate to Stud Lateral Connections for Wind Loads Requirements - Exposure IS Exposure B Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B (Prescriptive Alternative to Table 3A) (Prescriptive Alternative to Table 3.5) (Prescriptive Alternative to Table 3.6) Than Second cwt Wim Speed(mph 85 90 IN 110 120 130 140 150 'ILreaSecmdGm We"d Sperdooh) n 90 100 Ito 120 130 Ire Iso Sud Bpncing Cn4 WMIllaigM(R) 0.egnuedN®bnof ltd CarmouNtilaar40d Boz Win Pa8lm rents Conenla Dead Load Anumpdo . RnfAmernbly DL 10 Par NaaerlCdling loi.l Wall Number ofBd Cmrmm NaisalOdam Nwla ffawi� w Species:On) Height(1) Required in Each Rafter shA/a Ceding Inial to Top pure Coaecbai-,' 8 1 1 1 1 I 1 2 2 Thm Second Gust Wind$peed(mph) 85 1 90 I 100 1 110 120 1 130 1 140 150 10 I 1 1 1 1 2 2 2 RoofPiteh Number of ed Commn Nails m 10d Boa Nails in each end of l- i,x.L45.6 13 2 2 2 2 3 3 3 3 12 1 1 1 1 2 2 2 2 xnespan 10 2 2 2 2 3 3 3 ] 11 14 I 1 1 1 2 2 2 I (R 114"$cop 16 8 2 2 3 3 3 4 4 4 16 I 1 1 2 2 2 3 3 12 1 1 2 2 2 3 3 4 10 2 2 3 3 3 4 4 4 I6 I 1 1 2 2 2 3 3 24 B 3 3 4 4 5 5 5 5 20 I I 2 2 1 3 3 3 16 1 2 2 2 3 4 4 5 LO 3 3 4 4 5 5 5 6 1 1 1 1 1 1 2 2 2 20 2 2 2 3 4 4 5 6 pastoral.Iles cfipnw me;Lah mnumpntm in Table 3.4. Ip 1 1 1 1 2 2 2 3 3:12 24 2 2 3 3 4 5 6 7 Thbustm connection rester®mo shares a building ImamW Expense B. 12 1 1 1 2 2 2 3 3 2g 2 2 3 4 5 6 7 8 ' When Menopon..furled reason!arallere,f ee of m fothers f she e seacourtliness than eq al or eaceed We 16 14 1 1 2 2 2 3 3 3 awwed embnofrom•stood. 16 1 1 2 2 2 3 3 4 32 2 3 3 4 5 7 8 9 ' To avoid gloaq,an sac Wan 2 oxeris ahall be wsslkil in each side ora not or coiling lost what feed In a U4 lop plate Is 1 2 2 2 3 3 4 4 36 2 3 4 5 6 7 9 or 3 heritage in rseb tide wash faced to a fa;top plate. 20 1 2 2 2 3 3 4 1 8 1 1 2 2 2 3 33 12 1 1 1 2 2 2 3 3 It 1 1 2 2 3 3 3 4 16 1 1 2 2 2 3 3 4 12 2 2 2 2 3 3 4 s 20 1 2 2 2 3 4 4 5 Table 3.9A Rafter/Calling Joist Heel Joint Connection Requirements 24 ;6 2 3 3 4 R 4:12 24 2 2 2 3 3 4 s 6 (Prescriptive Alternative to Table 3.9) 18 2 z 3 3 4 '5 s 6 28 2 2 3 3 4 5 6 7 20 2 2 3 4 4 5 6 ] 32 2 2 3 4 4 Rw5 6 7 ' crydw lnw �� bam sed onhaanpdmTabse 3.5. Dead load Assumptions:RoDfArwably DL=10 par s TbeWWfiamina bear sin colnecuon nquhemeen don be36 2 2 3 4 5 6 7 8 pwmlwd a 611 owltlpacd by 0.93 far fnmin8 not hostel Roar Liv!Icad Groom Snow lined enhis 6lee"ocoae 12 1 1 1 1 2 2 2 3 Tabooed fnng load nature a bould'ing Intend in ExpalmW 20 pff 30 par 50 pal 913 pal 16 1 1 I 2 2 2 3 3 Roof Spnn(R) 20 1 1 2 2 2 3 3 4 12 1 24 1 36 1 12 1 24 1 36 1 1224 36 12 1 24 36 5:12 24 1 2 2 2 3 3 4 5 Rafter Slope Rafter Spncipg s44a4 but Requited Numbmof rota Common or 40d Hot Most per loin)Comectiov' 28 1 2 2 3 3 4 5 5 32 2 2 2 3 4 4 5 6 12 4 7 10 4 8 12 6 II J20 IS 22 36 2 2 3 3 4 5 6 7 3.12 16 5 1 13 5 10 15 8 IS 20 29 12 1 1 1 1 2 2 2 2 19.2 6 I1 16 6 12 is 9 IS 24 35 N 7 13 19 8 15 23 11 22 29 44 16 1 1 1 2 2 2 3 3 12 3 5 a 3 6 9 5 9 11 17 Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind 20 1 1 2 2 2 3 3 4 I6 4 7 10 4 8 12 6 11 15 22 Leads - Exposure B 4:12 19.2 4 8 Ix 5 9 14 7 14 IB 276:12 24 1 1 2 2 3 3 4 { 24 5 10 IS 6 12 17 9 17 22 3328 1 2 2 2 3 4 4 5 ee,wae,er8s 9th art uo 12t eat ua32 2 2 2 3 3 4 5 S 12 3 4 6 3 5 7 4 7 9 14 rosea, fmnh)216 3 6 8 3 6 9 5 9 12 IB 36 2 2 2 3 4 4 5 6 19.2 4 7 10 4 8 11 6 11 16 ] 14 21 s t 0 F e F n F [ P ESFIE F ! F 12 1 1 1 1 I 2 2 2 M 4 8 12 5 9 14 7 14 20 9 la 27 16 1 1 1 2 2 2 2 3 12 3 3 5 3 4 5 3 5 6 4 7 10 ihoeerina m,wwua xaaricn Cwwgon) Ma>-nn�Wil Spaem6fmwCm"m°"Nubwla nm�WLY(ircM,ne)' 20 1 1 2 2 2 3 3 3 7.12 16 3 4 6 3 5 7 4 7 10 5 9 13 7.12 12.12 192 3 5 7 3 6 g 4 8 12 5 In IS 12 6 13 6 12 6 IS 6 I2 6 13 6 13 6 12 6 12 24 1 1 2 2 2 } ] 4 IWWmlme 16 6 Ix fi 12 fi 12 6 13 6 12 6 12 6 I3 6 12 28 1 2 2 2 3 3 4 4 24 3 fi 9 4 7 10 5 10 IS 7 13 19 28 6 ¢ 6 1x a u s u a m 6 ue s 11' 6 Ix 12 3 3 4 3 3 4 3 4 6 3 5 8 1x 6 13 6 13 6 Il 6 I3 6 @ 12 6 12 6 Il 6 13 32 2 2 2 3 3 4 4 5 Ib J 3 5 3 4 5 3 5 8 4 7 10 3 4 5 6 9:12 <•PVraZPna oe f Ix 6 li G 13 6 12 6 12' 6 13' 6 Ix' 6 I2' 1 6 12 1236 2 2 2 3 19.2 3 4 6 3 4 6 3 6 9 4 8 12 Tabulated ooeneetion requim MM 1111111 be permitted to be multiplied by 0.70 for flaming not lambed mold.8 feel of6wlding 24 3 5 7 3 5 8 4 8 1 11 5 10 15 COInEB 12 3 3 3 3 3 3 3 3 5 3 4 6 nnMn611n/,INmG mLAl6mniG Sbuaanr Suss Mlcltiet, mei"6 Mwbeum Numbs°fWfunimu NadwlRl Wa Nad 3 Tabulated ridge conation loads assume a building located is Gaptrure B. 1212 9. 3 3 4 3 3 4 3 4 6 3 5 8 (inAe.,noel ItrsuFFM s Tabulated l3papEEtlon uirealensam band an total y ( , 19.2 3 3 4 3 3 5 3 5 7 3 6 9 Iz6mlzr Shemsnp 12-211 2 2 2 2 2 2 2 2 uplift Minna 0.6 of or rWuwmbl dead load 10 24 3 4 5 3 4 6 3 6 9 4 8 i t laltaly 9lwabw IL]A 3 3 3 3 J l 3 l " Tabdated connection requlrembeir is am based n a 12 inch ridge step 9paCing,for dlBhreni ridge amp aPne6.multiply We Naihegrequinrens.hall bepemd0edf be wdnced 25%Hands ve clinched tabulated valuer by the Appropriate,multiplier below: s Hee1)oirrt..done she oat requhed when the ridgeam,..d by a loadbcantig wall,header or edge beam dengetaiW to We npplicd a - N's sacrter tnwrmwhte,upptN of Pea 6mals) - RidgE Connection$PSpacing m. ) 2 16 19.2 2 49 72lad. Nwlnacna ' When intemlmiwe current of We after is provided by venrsl sous or poelioc in o ladled.,.11,the Inhibited h6'el Joint connection _. Multiplier 1.00 1,33 1.60 2.00 400 600 nqu'vements shall be permifted to be reduced proportionally of retroaction in aper. ' ForeWl diner Monf 4 fen alone cwan,we4 roof wee sena Mother monnwnt shot be lad 5 When the tabulated number of ells required in tech road oflhestrip aequal teland the f2iMIDgie alla0hdlln ar00tdmce with ^ E9uivlent recreation,ore tngarrd for eeilwo into to cedingjtin r6allbereducdr6eehao[.lap splices, r•hal.iw lxem tc a0aawns nutwuehenwna°rwanw w.oru terrine mettaen Mon G2h49. roar smewxn.nmo.42seaoaz,wamii.pcin6e Table 3.l,the ridge romp and additional coling it not requital.Tabusod foeljorm contend requirements do not Inclare We additional wthe eight ofccI]ing msembly. • Fwulmor eaal mewed] dres eil.,lu0 be per 110 to be weeutrl fv ctwmnn ooh. 6. What a collar tie is used in Hen of a ridge soap,the amber of 1 O command tris required in cub and of the co0ar to aced Her " Tabusted heel joint correction nquinmans msum.ading)nips ter rafter nm arc located at the honor fthe nine space. Whcnceiling 4 not el tgnwy women bwiwmloared to FaPaarn u n the tahoalated umber Of 8d Common Balls inn sisal slap,or WE number Of lZdbo:nails is each end of the collar tie mind ne joinstereflefinan lamed hither N the alto,spoor,noatticstorageisnonmed,and the sbulaledheallastconnection regaemenls shall exceed 1Mtexead OICLL11 nnumber IOd box nails n a steel be increased by We foOowing focme: atop. Coiling HegbV Rooffludge Heellomt CommtOn / Helght([e41a) Arrant Factor �Q~~u ).O yv at S ^fi z 4a lialrl 4 T \� In Ls \ 1/4 1.33 SII 1 1/5 1. L2 I/6 2 1/10 1.11 N/>L� Nolo LOMnl deflwfia of ft nderbelow We inner Ins,may exceW 3/4 inch when raga nes are lasted above sea-lbsw off dose height,llor when H.is grenler the 2 feel and may reqube additional comldeeton. NOTES & TABLES LOCATION: 380 S PARK VIEW LA., ORIENT, NY OWNER: MARY RYDER ALLIED BUILDERS SHEET No. CUSTOM REMODELING 5 MAIN ROAD, ORIENT, NY 11957 OF DRAWN BY:EJC SCALE: 1IA"-:-v-0° PROD No. R0321 iJn CHECKED BY: FILE: DATE:g�3�03