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Home My WebLink About31660-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 1/9/2013 CERTIFICATE OF OCCUPANCY No: 36106 THIS CERTIFIES that the building Location of Property: Date: ADDITION/ALTERATION 1/9/2013 425 South Harbor Road, Southold, SCTM #: 473889 Sec/Block/Lot: 75.-4-29 Subdivision: Filed Map No. conforms substantially to the Application for Building Pvxssfit heretofore 12/6/2005 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and addition to an existing one family dwelling as applied for. Lot No. filed in this officed dated 31660 dated 12/8/2005 The certificate is issued to Salvatore & Geraldine Catapano, Jr (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 2099495 6/19/07 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. 31660 Z Date DECEMBER 8, 2005 Permission is hereby granted to: SALVATORE M JR CATAPANO PO BOX 1225 CUTCHOGUE,NY 11935 for : ADDITIONS/ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 425 SOUTH HARBOR RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0004 Lot No. 029 pursuant to application dated DECEMBER 6, 2005 and approved by the Building Inspector to expire on J Fee $ 150.00 ~ / Authorized Signature ORIGINAL Rev. 5/8/02 'i Form No. 6 TOWN O~ ~OUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new.use: 1. Final aurwy of property with accUrate-location of all buildings, property linem, streets, and unusual natural or topographic features. 2. Final Approval from Health Dgpt. of wat~ supply and s~werag~-dispesal (S-9 form). 3, Approval of electrical installation from Board 6fFire Underwritem. · 4. ~gwom stat~mgnt from plumber ~rtifying that the solder used in system contains less than 2/10 of 1% lead.. 5. Commeroiat building, industrial building, maltiple reaidanees and similar buildings and installations, a certificate of Code ComPliaac~'from amhite~t or engineer responsible for the building~ .6. Submit p}annlng Board Approval of completed site plan requirements. B. For existing buildings (prior to. April 9, 1957) n°n-confoyming us~s, or buildings 'and "pre-existing" land uses: 1. Accurate survey of property showing all property linc~, street, building and unusual naturai or topographic features. 2. A properly c~mpleted application and consent to inspect signedby the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimmil~g pool $50.00, Accessory building~$50.00, Additions to aeeessm3, building $50.00, Businesses $50.00= 2. Ce~tifie, ate of Occupancy on Pre-existing Building - $ [00.00 3. Copy of Certificate of. Occupancy - $:25 · 4. UpdatedCertificat~ vfOccupancy- $50.00 ' 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Coastruction: Location of Property: - O orOwn o op : · Suffolk ~ Tax Map No 1000, Section Subdivision Old or Pm-existing Building: House No. Street · P~mit lqo. ~ ('~ ~9 L~ Date of Pel-mit. ' . (check one) Block,' / . iff.' Filed Map. Hamlet Applicant:. Planning Board Approval: Request for:. Temporary Certificate Submitted:--o O / Underwriters FinatCe~ificate: (check one) BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of owned upon premises by SABAT ELECTRIC SAL CATAPANO 50 PAT LANE 425 SOUTH HARBOR RD. MATTITUCK, NY 11952, SOUTHOLD, NY 11971 Located at 425 SOUTH HARBOR RD. SOUTHOLD, NY 11971 Application Number: 2099495 Certificate Number: 2099495 Lot: Building Permit: BDC: ns11 Section: Block: Described as a Residential 0-599 square fi. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, addition, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, an.~l found to be in compliance therewith on the 19th Day of June, 2007. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide Sensor I 0 Smoke Appliances and Accessories Exhaust Fan I 0 F.H.P. Wiring and Devices Outlet 4 0 Fixture Fixture 4 0 Incandescent Outlet 15 0 General Purpose Receptacle 8 0 General Purpose Switch 10 0 General Purpose Receptacle 4 0 GFCI seal I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TOWN OF BUILDING DEPT. 765-1802 ION INDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ~~ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ~]~OUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION t '[~)~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~ ~- ~-~----0 ~ INSPECTOR~ ~ DATE · TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~FRAMING / STRAPPING [ ] FINAL [ ] ~'~REPLAC~ & CHIMNEY [ ] FInE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [k~ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION MARK' ,/~ -'~_~ '~/, C~~~ ~Z/~-/~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R~II~H PLBG. [ ] FOUNDATION 2ND [//]' INSULATION [ ] FRAMING/STRAPPING [' ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-.', '( INSPECTION [ ] F~E R~SlSTAm' CONSmUC'nON [ ] F~RE R~Sm'ANT ~.NETRA'nO~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ~ULATION [ ,/] FINAL [ ] fll~ ~ IHSi~OH [ ) FIRE RE~ANT CONS'rRUCTION [ ] FIRE RESISTANT FENETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS~ULATION [ ] FRAMING / STRAPPING [ ~/~AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSi~CTI~ [ ] FIRE RESISTANT C0NSTR~[ ] RRE RESISTANT FENETRATION REMARKS: DATE ~ INSPECTOR FIELD INSPECTION REPORT I DATE I COMMENTS FOUNDATION (1ST) ..................................... .~, ~.,.~ EO~?ION (~N~) ~ ~ t PL~B~G ' .~ ~ ~ STATE ENERGY CODE ~DmoN~ COM~NTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ~ SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval www. northfork.net/ hold/ PERMIT NO. ~/d~ ~) ~ Survey S7 Check Septic Form ~ ..------- NY.S.D.E.C. / [/O~ Trustees Examined /~-/l!t'_., 20 __ Contact: Approved ! ~/~ ,20~ MaiI to: Disapproved aJc / Expiration //~ ,20 ~~'~ Phone:. APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months aRer 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 ins~pectors on pre~misl~s and in building for necessary inspections. ~'[~ignature of applicant or ~,.~e, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location~fland on which propose4 work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) Section Hamlet Block ~2>~ Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy.of proposed construction: a. Existing use and occupancy b. Intended use and occupancy \-%~.,~e-~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~D I ~ ~ Fee 5. If dwelling, number o£ dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 7--~ t Rear Height ~.o~, Number of Stories 2_ 2--~ t Depth Dimensions of same structure with alterations or aCditions: Front Depth 2.-~>' Height. ~__,4, Number of Stories 8. Dimensions of entire new construction: Front ~, ~ Height \ 7..- ~ Number of Stories 9. Size of lot: Front \ -1 ~' Rear I ~ t_[ 10. Date of Purchase ' ' o'A / o 2_ Name of Former Owner 11. Zone or use district in which premises are situated Rear ~q t Depth Depth 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 14. Names of Owner of premises${~ c-v ~m~-~,'rO,~¢,~ddress Name of Architect Address Name of Contractor Address Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora 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 ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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. Swo~ to b~fore me this ~ ~-7'~'4~'- day of ~ 20C~ .~ Notary Public UNDA S. TAGGART Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTItOLD July 19, 2007 Salvatore Catapano, Jr 425 South Harbor Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed No Electrical Underwriters Certificate on file. The check is (not on file) $25.00 Final Health Department approval not on file. No final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after 4/1/84) Certificate of Compliance from the Trustees. Final Planning Board approval Final Fire Inspection from Fire Marshal. BUILDING PERMIT: 31660-Z additions/alterations to dwelling SOUTHOLD TOWN BUILDING DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 2nd Notice BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 October 21, 2008 Occupancy or use is unlawful without a Certificate of Occupancy Salvatore Catapano 47420 Route 25 Southold N.Y. 11971 To Whom It May Concern: It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit # 31660 issued on Dec 8, 2005 for additions and alterations. In order to recti~ this situation please submit the following to this office, so that a C.O. may be issued. ~n application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file. J The Check is not on file -$ 25.00/Being returned outdated. No Health Department Approval on file. No final inspection has been made. j No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance fi.om Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Plaiming Board Approval. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 9, 2011 Salvatore Catapano 425 S. Harbor Rd. Southold, NY 11971 TWO WHOM IT MAY CONCERN: , . ,, .{~l'he Following Items Are Needed To Complete Your Certificate of Occupancy: ~' 1 [~~/Application for Certificate of Occupancy~'~a (Enclosed) Electrical Underwriters Certificate Final Health Department Approval. ,//Plumbers Solder Certificate. {All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 31660 - Addition and Alterations to Single Family Dwelling Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 November 19, 2012 Salvatore Catapano 425 S. Harbor Rd Southold, NY 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: C-~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) ~"/A fee of $50.00 __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees # 765-1692) Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. __ Final inspection by Building Dept. BUILDING PERMIT: 31660 - Addition/Alterations SCDHS Ref.# R10-02-019"1 CERTIFIED TO: ULSTER SA VINGS BANK SEPTIC MEASUREMENTS 'A ' 'B " AREA = 80,022 sq. ft LOT (~) ~ 196.01' .~ . N. 81'40'~0" E. - n u r s e r Y LOT (~) N. 75'16'40" E. \ AT SOUTHOLD · TO WN OF SOUTHOLD SUFFOLK COUNTY. ~ooo - 7s - o4 - ~d SGAL~ 1"= 50' JULY ~ 2002 ocT. ze, zooz ~r ~ 56' vACANT PROPERTY SURVEYED FOR SAL VA TORE CA TAPANO" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON / JUNE 25, 1992 AS FILE NO. 9238 // P. O. BOX 909 I2~0 TRA V~LER SOUTHOLD~ N. Y. 11971 or 1.8370 acres ,4NY AL TER,4 T/ON OR ADDITION TO THIS SURVEY IS A VIOL,~ T/ON OF SECTION T~.09 OF THE NEtF YORK BT,~ TE EDUC~ T/ON L~W. EXCEPT ~S PER SECTION 7~OB - SUBDIVISION ~. ~LL CERTIFICATIONE HEREON ~RE VALD FOR THIS ~P AND COPE~ THEREOF ONLY ~ M~P OR COPEG BEAR T~ IMPRESSED SE~L OF THE SURVEYOR ·HOSE ~IGN~ TURE ~PPEARS ~REON. ~DDITION~LLY TO CO~LY ~ITH $~ID LAF T~M ' ~LT~ BY ' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A C~Y OF ANO~R SURVEYOR'~ MAP. TERMG SU~ ' ~ECTED ' AND ' BROUGHT - TO - DAE ' ARE NOT ~ C~IANCE ~ITH T~ ~, w. OF N. 86°22'0I° c_. 162.63' r~.~ ~ ~ - ~o~ OF ~EINERT . AND O~ ~ LAND_~[, ,, r'¢OFE, LOT NUMBERS REFER TO "MAP ~ OW~u~' OF M/NOR SUBDIWSION OF EASEMENT AREA = 2269. I om hlm/I/or with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEICAGE DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES ond will obide by the condilions sel forL5 tl~erein ond on the permil lo conBfrucl. ABBREVIATIONS SYMBOL KEY ~11 AT MIN 13 MINIMUM WALL CONSTRUCTION ACOUET I! ACOUSTICAL M~SC ' MISCELU~NEOUS A D fl AREA DRAIN MTD J MOUNTED CONSTRUCTION ABOVE ADJUS ¢ ADJUSTABLE MTLIJ METAL A FF II ABOVE FiNiSHED FLOOR ,~, MATERIAL.1'4"' . DENOTES DIMENSION TO FACE OF ARCH 'I ARCHITECT, ARCHITECTURAL NOJ' NOT IN CONTRACT FLR, FLOOR STOR, STESL LEGEND INu INCH, INCHES WCh WITH GENERAL NOTES: DIME${ONAL REGULATIONS OPPOSITE HAND OR SIMILAR CON[TIONS UNLESS OTHERWISE NOTED. PRINCIPLE 8 ) DETAILS SHOWN ARE TYPICAL SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED, FRONT ENERGY CALCULATIONS DRAWING LIST ARCHITECTURAL: A-SERIES A 1,1 COVER SHEET CALCULATION OF COMPUAN CE (as per REScheck 37 release 11 A 12 SPECIFICATIONS ' ' · iO~os,~e, s1~ 'C.vu~R-v~u~ lU-Fao~, ]UA Component ! Assembly I A 1 3 WiND DIAGRAM I ; A 2 t PLANS ~- ' i " A 3,1 ELEVATIONSN & CROSS SECTION Wall I~ WoOd Frame 16' o.c 434 , 19 22 Door Solid 20 2 I 4 Floor i Wd Joist over Unheated Space , 356 i 21 t 16 i 167% belter than Code ComCance PASSES i MaxUA 84 r Actua .U,~ .7,0 ! EXTERIOR - DOOR/WINDOW SCHEDULE ALLRO'STOBEVERIFIEDPRIOR TO CONSTRUCTION O TYRE MANUFACT'R & UNIT No. UNIT SIZE (WxH) ROUGH OPENING (WxH) REMARKS ROOF BATHROOM I 1/2" 1 1/2" 1 1/2" W,C, ' r TUB 1 1t2" h FIRS'[' FLOOR TO SEPTIC SYSTEM l. RISER DIAGRAM AF'PBO~D AS NOTED NOTI'~' 'BUILDING DEPAR~rMENT AT ;7654'802 BAH TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ~2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH OHAPT~R-"~' FLOOD DAMAGE PREyENTION ~UTHOLD TOWN CODE. RETAIN STORM WATER RUNOFF PURSUANT TO SECT[ON 45-100 OF THE TOWN CODE. OCCUPANCYOR BEETS UNLAWFUL WITHOUT CERTIFICATE! OFOCOUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & AS REQUIRED AND CONDITIONS ) TOWN ZB^ SOUTHOLD TOWN TRUSTEES N.Y.S. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING CERTIFICATION OF NAILING & CONNECTIONS REQUIRE,D UNDE~-- TERS CERTIFICATE~ REQUIRED ALL CONSTRUCTION SHALL IMEET THE REQUIREMENTS OF THE" ' CODES OF NEW YORK S'I'A~E III [] · I III fll III S ACV Scale N/A Date 11-7-05 Al.1 SPECIFICATIONS GENEdAL CONDItiONS I) The contractor is responsible for checking all dimensions and conditions on the ]ob. Where conditions prevent obtaining dimensions they should be checked by engineer. 2) Construction contractor and his subcontractors agree that in accordance with generally accepted construction practices, construction contractor and his subcontractors wilt be required to assume sole and complete responsibility for job site conditions during the course of cohstruction of the pro]est including safety fo all persons and property and that this requirement shall be made apply continuously and not be limited to working hours. Contractors agree to defend, indemnity and hold design professionals harmless from any and oil liability, real or alleged, in connection with the performance of work on this project. $) AIl work performed by the contractors shall conform to the requirements of local, municipal, stale and federal laws as well as any other governing requirements, whether or not specified on drawings or in specifications. Contractor to be responsible for required inspection(s) of his work. 4) The contractors shall notify the architect/engineer immediately If he cannot comply with the work coiled for on the drawings. 5) The contractors shall notify the architect/engineer of any discrepancies between the drawings, notes, specifications and field conditions before commencing any work and request clarification. Contractor to verify new work with survey. 7) Contractor shall be responsible for cutting, fitting or patching to complete the work or make the parts fit together properly. 8) The contractor shall be fully responsible for the removal or replacement at damaged or defective material or poor workmanship. They shall replace or repair as directed by the architect/engineer, ag such damaged or defective materials, which shall appear within a period at two years from the date of substantial completion of the job. The contractor(s) shall remove all rubbish, waste materials and surplus molerials that ore o by-product of their work, 10) Contractors shall provide ag necessary protection for his workers. t I) The construction drawings and specifications are supplied to illustrate the design and the general type of construction desired and are intended to imply the finest quoEty of construction, material and workmanship throughoub 12) The contractor[s) shall maiotoin a current and complete set af construction drawings on the site during all phases at construction for use by all trades. l$) No changes or modifications to the work shoe be made without approval of the owner and/or architect/engineer. Failure to obtain this approval shall cause the contractor or sub-controstor to assume full responsibility for subsequent modiriootion of the work required by owner or any regulatory authority. 14) The architect/engineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures or far safety precautions and progress in conjunction with the work. There ore no warranties, nor any merchantability of fttness, nor a specific use expressed or lmpfted in the use of these plans. Ceiling beam sizes may have to be increased for heavy storage attics, 1) Wood frame dweEings to be designed in accordance with the Building and Residential Code of New York Slate. Wind speed to be used is 120 mph. Exposure 8 category to be used for urban, suburban or wooded and Exposure C to be used for open and shoreline areas. Earthquake Use Group I, Site Class D, Seismic Design Category 8. 2) These plans are designed lo meet or exceed the requirements of the Building and Residential Code of New York Sthte. When building in other Jurisdictions, variations or adjustments may be required. Verity any such requirements with local code or enforcement officers. $) The architect/engineer's certification applies only to this plan's conformance to the New York State Du8ding & Residential Code. 4) Glazed openings must be protected with gloss, certified to meet the large missile fast (impact-resistant) or with structural shutters with oRachment hardware provided. 5) Electrical work shall conform to national electrical code (latest edition) and any opplicabfe local codes. A minimum of one fi) smoke detector shall be provided in bedroom areas and shall be hard Wired and boNery backup. Contractor to verify all dimensions before starting, 7) if header sizes are not shown, contractor to contact architecf/eogineer, 8) Do not scale drawings. Follow dimensions only. 9) Conlractor to verify to architect/engineer if lead based paint, asbestos. mold or other hazardous substances are present before stalling work. 10) Any alteration, repair oddDton or conversion to an existing dwelling requiring a building permit requiring a building permit requires that ail sleeping rooms in the house be upgraded with hard-wired and tnteroonnectod smoke alarms. 11) Contractor is responsible for all flashings. 12) Excavations deeper than 5' must be constructed according to OSHA regulations. Soft or sandy Softs must hove at least a l:t slope. Nard or compact soils must have at least 1:2 slope. 13) Grade property 5,~ in first 10' tram the building. Elsewhere the site to be sloped away al 2~. Foundation wail to extend a minimum 8' above grade, 14) Under slab areas - after the service lines hove been installed, all plastic or copper lines should be properly bedded (clean fill, no rocks) and tested for leaks prior to backfilling. All copper lines should be checked for denis or abrasions and wrapped in spilt foam insulation, 15) All trades that are installing piping under the slab must install color coded courion tape 12" above their work. Use red for electric, blue far wafer, green for sewer, yellow for gas and orange for phone/cable. Mark location of new work with color coded spray paint attar trenches have been baokfi8ed. 16) Copper joints will not be allowed under the slab and must be placed in o wall manifold. ENERGY NOTES I) This construction conforms to Residential Code of NYS, Chapter 11 odd the Energy Conservation Construction Code of NYS. 2) Mode/ Energy Code ccmpl once msthed 6nd tospestton checklist, enclosed using MECcheck software type Version 5.5 Release 1, REScheck Software. ,t) A minimum of 1" air space shall be provided between the insulation and roar sheathing. CONCRETE SPECIFICATIONS 1) Interior and exterior footings, slobs, and walls shall be 3000 PSI concrete unless otherwise noted. 2) Footings below columns to be 24"x24"x12" unless otherwlse noted, 3) Contraptor to verify soil beorlng capacity lo be not less than 4000 PSF, No footings or slobs are to be cast on uncontrolled fill, loose soil, organic material, frozen ground, mud, clay or other unsuitable materials. If ffny of these situations are present ti should be brought to the attention of the engineer. 4) Contractor to verity ex/sting and seasonal ground-water level. If level is wifh~ 2 teat of the bo#om of the basement footing fha architect/engineer should be contacted. 5) Concrete shall be air-entrofned with on air content not less than 5~ or more than 6) Concrste slump shall not be more than 5". Engineer has approval to reject concrete if slump is larger than specified. 7) tf concrete is delivered in an outdoor temperature lower than 40 degrees F it should be heated to insure that D will arrive at the job site having a temperature of not less than 60 degrees F or greater than D5 degrees F, 8) If it looks as though the temperature of the ambient air will ,toil below freezing for $ consecutive days, cold weather concrete speolflcarions will need to be follbwed. Contact Engineer it this is going to Occur. 9) The addition of any admixtures to concrete shall be approved by the Engineer. 10) TWO concrete strength test aygnders, 6" in dlameter by 12" shall be taken tram each frock deEvery unless otherwise approved by the Englneer, Compressive strength fasts fo t~e~ taken for each day's pour exceeding 5 cubic yards. Two specimens to be tested @ 2D days. 11) All robots to be grade $0 KSI steel and shoe be free of rustl scale and did. 12) All robots shall be securely tied in place and adequately supported. All tabor sptices to be minimum 40 bar d[amster. Debar shall be Continuous through corners wrih splices located not closer than ,t' frer~ corners. 13) All footings ore to have their rebut placed no closer than $" to the supporting soil. 14) No weight shall be placed upon tootings or walls until 7 days after placement as long os the concrete strength has reodhed 2500 psi or by engineer's approval. 15) Contractor to noNty Engineer for inspection of att robot work prior to placement of concrete. 16) Concrete pours over g' shall be thoroughly consolidated by suitable means during placement using a mechanical vibrator. 17) Back filling against foundation shaft not take place until first floor ts anchored fo foundation. 8ackftft material shall be clean course sqnd. Equipment used for backttillng she# not come closer to tho wa8 than the height of the backfill. 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction to g§~ relorive compaction In sell lifts not exceeding 19) Concrete wall design assumes backflti Is well dro'ined. 20) Anchor bolts to be 5/8" x 12' "J" shaped, hot dipped galvanized or stainless steel located 4'0~ senior unless otherwise noted and a maximum of 12" from all corners. Provide not les~ than two (2) anchor bolts on ~ny one sill Anchor bolts to hove nut and wqsher tightened fa silL Washer~ shat/ be a minimum of $/16" x 3" x $, square plate washers un/ess otherwise shown. Dolts to be located do~'n the center of the sill plate. Deviation of more than 1" will not be aceepteble. A hot dipped galvanized or stainless steel 5/8" x 10" threaded rod con be subsritoted for anchor bolts by being epoxled into place using Simpson A'crylio Tie. 21) Contractor to verity with owner if damp-proofing or woterprooNng is to be provided on all foundaton walls and footing base that oomes in contact with soil, 22) Provide (2) ~5 rebars continuous reinforcing at top of all toundotion wails. Set robots into concrete with an embedment of $" from tbe top and inside edge and the ~thor bar 3" below the upper unless otherwise shown. 23) Provide (2) ~5 robots continuous reinforcing in wail thotings placed 3" tram soil and 4" tram outside thotihg edge unless otherwise shown. 24) (2) ~t5 rebars to be placed on all four sides Of window and door openings and ofheT larg& openings. Each end of the ~5 rebar to extend 2' beyond the opening. 25) Stepped tooting notre exceed I' vertical for every 2' horizontal. Robot to continue through s~pped footings and bent through steps. 26) Pilasters to be 12" Wide x 4 ~" deep oed contC~n ~2) #5 rebore vertically tied to tooting rebar and top of walt re,or. V~rtlca~ b~re to be 2" off inside edges and hooked bock to robots in feeling and upper wall 27) All steel columns to be bolted to tootings. 28) Steel column top plate 1o be minimum ~ thick ond cover afl supporting members. 8asa plates to be lO" x I0" unless otherv/tse n~tod, 29) Concrete slab control jothfs to be I/4'" depih of Sfflb and not exoeed more than 25' center to center spo~ing, Joints should be laid ,out to form floor pone/~, as nearly square as 'possible not exce~d[~g a, redo of 1-1/2 to I. Jo[nfs c~n be either foroled~ tooled saw ~uf or ~Zfpstrip. 30) Welded wlre m~'sh should be posDloned in fha top2" of the slab. FIat sheets to be 'Used wf~h on overtop of f'. , ' St) Under the ~lob shall be placed 2" of sand over a vapor retarder - Fortlflber Moistop Ultra A (www. forflfiber, com). Contractor Verifies ~hat he reviewed the thst~ilotion guide 'for this produc $2) dub-grade preparation; under slob - The eklsting sub-grade should be cieared of top soil ~nd organic matter and stockpiled eeparotety, PronOunced soft and hard spots should,be excavated and retgled and compacted with son similar fo the surrounding soil. 33) Granular till, such as gravel or a mixture of so~d and gravel shaft be used as fill under the vapor barrier, /f soil is disturbed, mechanical compastion to 95~ relorive compaction in s~ti lifts not exoeeding 8". $4) Cu~ing af concrete slabs open to the elements is th be done by keeping the slab wet and at temperatures between 40 and 70 degrees F or using a curing compound. 35) No vehicles shall be pieced on fha slab until the 28 day strength is achieved. FRAMING NOTES I) All framing lumber to be Douglas Fir ~2 or belier in an S-Dry condition. 2)1 All sill plates that sit on concrete to be double 2x6 pressure treated. Falstontog of rlm board to sill fo be 10d toe nails 6" on center. $)1 Termite shield shati be either copper or COP -R-TEX and extend 1" miinimum on each side of the concrete waft. Sill sealer to be used with this pr'oduct. 4)~ Two rows of blocking to be installed every 4' along concrete walls where thee flret floor joists are running poro8el to the foundation wall, The plywood rio)or is to be no8ed Into fhls blocklng, 5)~ Fostentng of exterior plywood to rim joists (box beam) and double top :pl~tos to be 2 rows of 8d nails 3" on oenter. Fastening of plywood to double sEti plate to be 5" or; banter staggered into eqch 2x member, 6) Fastening of top and bottom plate on interior wafts to ~e (2) 16d nolle eatery 12". Top plate ta be connected fo ceiling joists or wtih blocking ~po~ed holt more than 12" on center wri~ (2) 16d nails every 7) All deck ledgers to be Pressure treated 2s matori~l. Ledgers to be a#tached with ~" log bolts 12" O.C, top and bottom and located~ not th~n 2" from top edge, D) Alt headers to be (2) 2x12 or (2) 1-3/4 x 1 I-7/8 microlams unless netted otherwlse. 9) Double floor joists shall be located under all parallel partitions unless noted ottherwise. Spacing between floor joists should allow for plumbing in plumbing watils. 10)) Ail floor joists must be restrained at the ends to prevent rotaflob by ettther a rim joist, end btobktog or ]olst hangars supporting the depth of the joi~sh 1/)) Floor plywood to be glued and nailed to floor joists 4" on edges and 6" in field wRh 8d common noes. 12)) All walls over 8' high to be blocked ~ mid-spdn, 13)) Alt post widths to be as wide or wider than mulrip/e member width the it ils supporting. 14)1 2x6 strong books englineered floor I-joist. 15)I Splices of top plates shot/ not be closer than spliices, fop and boNom. Studs to llne up verrically wi~n root raffem wherever' possible. 16) All gable end walls to be balloon framed unless otherwise shown. 17) Exterior wall ply to oover root top plato completely and be nailed with Dd carrnmon noes $*' on center, staggered in~o both the fop and bottom plate. 18)' All roof and woE ptywoed fo be nailed with 8d ceils 4" O.C~ on sdges ana~ 6~' In tho field unless otherwise noted. Nail-hoods shall not penetrate surrfoce of p/ywoud. Nail Guns need to be set fo the proper pressure, 19) Exterior ptywood sh~l/ be continuous over all plate to plato and pirie fo rlm~ board intel'faces Ond may butt together at mid-depth on Hm board, Exterior plywood to run continuous from sill plate over rim joist tp studs, 'L" shalped plywood fo be placed around upper window cad door corners. 20)1 Three rows of b!ock ng fo be installed every 4' along gable rake wails. The, plywood roof is to be netted into this blocking. 2/)1 All roof rafters to be ~eonnectod fo top plate with Simpson H2.5' or ~2.5A hurrricane ties unless otherwise shown. Nip rafters to be tied fo tol~ plate with Sim)pson HCP4 (double hip) or HCP1.81 (single hip), Note that partiaEy encDosed structures shall use o Simpson NfO hurricane tie. 22)1 thwarter shear walls fo be ~" plywood both sides, nailed with Bd nails $" O.C,'. an edges and 6" tn tteld with all edges blocked an'd n~led unless otheerwise noted. 25) 1 All exterior columns to have continuous galvanized mstdl s~raps fra~ girdder below to girder above. 5traps to be Simpson CS 16 and oonne~t~d wtih~ (11) 10d common nails each end. 24) I Columns resting on concrete to be connected at the base Concrete wRh a Simppson Post 8ctse fastener and the top wDh a SimRson type ,PdSf Cap wHh (12)) 1Od nails each end, 25) ~ Bored ar holes or nstching in studs shag not exceed 25~ at. the stud 'dep~fh. I~ hole or netoh Js beh~een 40.~ and 60~ of the stud death"then the Mudd shaft be doubled. 26) I Contre'ctor verifies that he has reviewed the instoEo,rion guide for fid en~itt~e~'ed Wood products for this pro]ach 27), First floor I joists to have (4) lOd nails installed in itS' Eoffom flinge to the dou'~te 2X6 sill plate. 28), When en§Ineered floor I-Joists Ore used. rim joists to be Ttm~s~rond /-t///4" L5L rim board or I' ?" Microlam LVL. 29) TJ/ Joists to have solid blocking and web stiffeners, when above walls or ,poets slt directly above. 30) Web stiffeners fo be 5/8" on TJI II0 ]olsts, 7/8" on 230 joists and 360 joists and 2x4 for 560, i/8" gap to be left of the fop between stiffener and rionge of joist. $1) Two or three Wlcrolam LVL's ShoE bs connected with 3 rows of 16d nails 12" O.C, Four Micrutam LVL's shall be bolted with 2 rows of ~" bo/ts e 12" 32) Web stiffeners to be instaEed on cantilever TJl's @ support points. $$) Do nat bevel out I-Joist beyond the tosMe face of support. S4) Futi width engineered lumber can be substRuted for (2) or (3) members of the same type lumber. ,~5) Hangers are shown on plan. Confractore to consult archtiest/engineer if hanger i$ not shown in drawings. Contractor verities that he has reylewed Simpson "Wood Construcrion Connectors~ catalog for fastontog dstoils. 56) Contractor to provide roof ~enffiation net open area equivalent to 1/300 of the affic floor area provided a vapor retarder is installed on the warm side of attic venfilaNon. $7) ContractoT to provide crawl space ventilation openings to be not tess than ~/I,500 of the under floor area where a vapor retarder and openlngs placed to provide cross venNtorion. Venffiotion not required when ground surface is covered with an approved vapor Pethrder, the perimeter wails are insulated and the space is condirioned. $8) Ceiling joists used ar coEar beams to be ndfted with (8) 10d common naris at the joist rafter connection unless otherwise shown. 39) Floor fo rioor tension ties (Simpson CS 2D x S8"') to be inMailed every 52" around house perimeter holding second floor studs to first floor studs unless otherwise shown. Parfiagy Enclosed 8uEdings fo have floor to floor to~s[an ties every stud, Tsnston ties to be tocoted on each side of door or window opeqtogs over 4' and within 2~ from all careers unless otherwise shown. ~9) 8d noEs fo be installed at eaoh end. ,fO) Double LVL's ar dimensioned lumber shall be Installed around all Nreplace. stair openings end $~ylighfs wRh cot;hector hardware. 4/) Oothedrel or vaulted cMlings to have air-venting baffles on under, ida of root running continuous from solid to roof vent. 42) Ali crickets to have minimum pRch of ~' par foot. 43) Jo/st hangsrs shall be used on oil flush headers. ~4) All trowing on or near wdter should be £astened with hot dipped galvanized or stainless steel naris and fasteners. 45) Ail exterior watts to be 2"X8" - 16" o,c. oonstrucrion afl i~fertor walls to be 2"X4' - 16" .c. construction 46) ,4ti subfloore to be ~" T~ ~PA rated plywood. Afl wa8 sheafing to be ½"' CDX APA ~roted ptywood~ FOUNDATION DRAINADE & WATERPROOFING Stto to be sloped away from house ~' per foot for 10'. Foundation wall waterproofing to be Tuff-N-Dry STRUCTUDAL STEEL Code for fobrioaflon to be American Institute of Steel Construction (AISC) gfh Edition. WINDOW ~ O00R SPECIFICATIONS Windows and doors are to meet or exceed the specifications listed below: I~FRC certified and lube!ed~ Window and Ooor ManUfacturers Association (WOMA) /.~.2, Callfomi~ Energy Comm~i~ne~ (C.E.C,) Air Infiltrarion Standards. M~ximum U-Factor roB~g of Max/mum So{or Heat Gol~ Coefficient of 0.26. Minimum Visible Ugh~ Transmfftance Rating at 0.53. ~esidenriol Code of New York State, Design Pressure (DP) r~tod per T~ble R301~2 (~) for ,120 miles per hour 3 second gust tar wails in zone 4~ ~ 5 for exposure C (enclosed). AIl windows to achieve ~ minimum DP rating of 50. ~identiol Code of New Y~rk State, Section ~61~ Exterior Windows and Gl~ss Ooor~ (enclosed). Gl~zing fhaf receives posiEve external pressure shoe be impost ~sisthot or pro~ecfed with ~n impact resist~nf covering or building designed os ~ po~iolly enclosed Mructu~, III ACV Sc:ftc N/A 11-7-05 I)r:lwm~ A1.2 NAILING SCHEDULE Nail Sizes Nail Spacing ROOF FRAMING Rafter to Top Plate (Toe-nailed) Ceiling Joist to Top Plate (Toe-naBed) CeBiog Joist to Para/let Rafter (Face-nailed) Ceiling Joist Lops over Partitions (Face-nailed) Collar Tie to Rafter (Face-nailed) Blocking to Rafter (Toe-nailed) Rim goard fo Rafter (End-nailed) Top Plate to Top Plate (Face-nailed) Top Plates at intersections (Face-nailed) Stud Ia Stud (Face-nailed) Header to Header (Face-nailed) Top or Bottom Plate to Stud (End-noRad) WALL FRAMING Bottom Plate to Floor Joist, Bandjoist, Endjoist or Btocking (Face-nailed) FLOOR FRAMING Joist to Sill , Top Plate or Girder (Toe-nailed) Bridging to Joist (Toe-nailed) Blocking to Joist (Toe-naile~]) Btocking lo Sill or Top Plate ( Toe-nailed) Ledger Strip to Beam (Face-nailed) Joist on.Ledger to Beam (Toe-nailed) Band Joist to Joist (End-nailed) Bond Joist to Sill or Top Plate (Toe-nailed Structural Panels ROOF SHEATHING Diagonal Board Sheathing I" x 6" or l" x 8' 1" x 10" or wider Gypsum Wallboard Structural Panels fiberboard Panels 7 / 25 / $2" CE~L1NG SHEATHING WALL SHEATHING 3 - Bd 3 - 8d 3 - 16d 4 - 16d 2 - 8d 2 - 8d 2 ~ 16d 2 - 16d' 4 - 16d 2 ~ 16d 2 - 2 - 16d 2 - 16d 2 - 16d 4 - 8d 2-8d 2 - Bd 5 - 16d 3 - 16d 3 - 8d 3 - 16d 2 - tBd ' Bd 2 - Bd 3 - Bd 5d Bd 6d 8d per rafter per joist each lap each lap per #e each end each end per foot join~-each side 24" o.c. 16" o,c. along edges per 2x4 stud per 2x6 stud per 2x8 stud per foot per joist each end each end each bleak each joist per joist per joist per foot other 6"o.c. edges of penal. 12" o,c, interior of panel per support per support 7" edge / 10" field (see fable 3.9) 3" edge / 6" field 3" edge / 6" field Gypsum Waflboard ParHcleboard Ponels Diagonal Board Sheathing 51ruclural Panels greater than 1" Diagonal Board Shealhing 1" x I0" or wider FLOOR SHEATHING 5d 8d 8d 2 - 8d 3 - 8d 8d 1Od 2 - 8d 3 - 8d 7" edge / 10" field /see table 5.9) (see tob~ per suppad per supped 6" edge / 12" field 6" edge / 6" f~ld per supped per supped ',,Hailing requirements are based on wall sheathing nailed 6' on-center at the panel edge, If wall sheathing is hailed 3 on-center at the panel edge Ia obtain higher shear capacities , nailing requirements for structural members shoB be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. ' When well sheathing is continuous over connected members , the tabulated number of nails shall be permiffod to be reduced to I - f6d nail per foal. DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF. FIRST LEVEL - 40 PSF, L.L. LIVIHG AREAS - 40 PSF. L.L, BEDROOMS - 30 PSF. L.L. WIHD SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B WEATHERING- SEVERE FROST LIHE DEPTH - 36" TERMITE - MODERATE TO HEAVY DECAY - SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED - YES DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD, WINDOWS - GLAZED OPENING FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZOHE g ASTM E 1886-97 AND ASTM E 1996-99 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING COHFORMIHG TO WIHD ZONE II1, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING TO WINO ZONE R, MISSILES CAN DE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY: A - CLEAR SHIELD HURRICANE + SECURITY PANELS - 631 OR B ~ QUICK GUARD STORM PAHELS. 631 - 287 5330 OR C - PLYWOOD PANELS AS PER CODE - 287 5060 PROTECTION DEVICES TO BE IN ACCOROANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AS NOTED tN NY$ RESIDEHTIAL CODE. LSTA - 20 GAOE RIDGE STRAP - ALL ROOF RAFTERS X 6 TIE @ EACH RAFTER IN LIEU OF STRAP. SHIELD UNDERLA,yMENT REQUIRED ~-ALTERNATE POSITION OF HURRICANE CLIP. / SIMPSON H2 HURRICAHE CLIP ~/'/ NAILED FROM RAFTER TO STUD. TYPICAL ALL RAFTERS. (5) 8d NAILS EACH END. 8d COMMON NAILS 0 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING APA RATED PLYWOOD TP EXTEND TO TOP OF TOP PLATE POST, MBT27 @ STUDS (4) 8d NAILS 48" O.C. EACH END TYP. DOUBLE TOP PLATE~/- 2 X 6 ~ 16" O,C. STUDS ~LYWOOD SHEATHING TO COVER LAP BOX BEAM - TOP AND BOTTOM STRAP TO W/ (4) ed NAILS WRAP & HAIL (4) 4d NAILS AROUND SILL PLATE AT AHCHOR BOLT MST2? I i/2" WIDE - 20 GAGE METAL STRAP @ 48" O.C. + t2" FROM EACH CORNER WRAP AROUND SILL PLATE. ROVIDE (4) 8d NAILS INTO SILL PLATE. (2) ~ 5 REaR SHEATHING TO SILL PLATE 8d NAILS ~ 12" A.B. · FENDER WASHER. SECTION DIAGRAM HURRICANE CLIP TYP, FLooR JOIST ' HEADER FLOgR JOiSt ELEVATION DIAGRAM WI(4) 8d NiAILS 0 48" /~(4) 8d HAI~S TYP. M.~T27 1 1/2' WID~E - 20 GAGE METAL STRAIP ~ 48" O,C. MAXIMUM~ FOUNOA TIONI HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH o! o] lO0,' 0 ¥ 50 0 4' O.C. AT HIGH PRESSURE ZONE, O 6" O.C. AT ALLOTHER PORTIOHS OF THE ROOF TYP. 0<45 o 0 < ,45 PROVIDE 8d NAILS · 4" O.C. AT PERIMETER INTERIOR PORTIONS OF PAN£L$ IH HIDB PRES,SURE ZOtt~S. NOTE: a = 4 FT, IN A~L CASES NAILING DIAGRAM FOR COI'MPONENT AND CLADDING PRESSURE ZONES W/ (4) Bd NAILS 2,X 6 TREATED SILL PLATE \, (2) ~5 REDAN COHTtHUOUS 5/8" DIA. XI2" A.B, O.C. - TYP, +1.~" FRO~ EACH CORNER~ WI FENDER WASHER. .I WRaP AROUHD SILL PLATE, USE (4) Bd HAILS INTO SILL PbATE. NAIL SHEATHING TO SILL USING 8d NAILS e 4" O,C. SHIELO AND SILL SEAL. GRADE 6" M/N, BELOW TOP OF CONG. I/2" EXPANSION SEAL-~ 4" CONG. SLAB ~ W/BXB //~o///lO WwM ~ BRADS X 4" KEYWAY ~Xft6 PG. FTC. SET ON UNflDISTURBED SOIL SETr $$" BELOW GRAOE FOUNDAT ON SECTION DIAGRAM III LU ACV Scak 11-7-05 1. FIRST FLOOR PLAN 11'-9 1/2" STEPS AS PER CODE GC TO VERIFY EXISTING 112" DOOR WIDTH DEN II NEW CONSTRUCTION NOTE HEADERS TO (3) 2"X10" .L FRAME OUT AROUND BILCO DOOR FOR FUTURE ACCESS ~XI$1TNG CELLAR #5 REBAR ~ 16" O.C w/2" HOOK DRILLED INTO EXISTING CONC WALL & EXPOXY SET REBAR AS REQ'D EXIST WALL SHOULD BE CLEANED AND PREPID w/COCN BONDING AGENT DBL FJr~ O @ O \,13> 1 ,"xll ~i", L~ -- 3 1/2" STL COL '-- 2'-0"X2L0"X 1~'' DEl PC FOOTING W/ - #5 REBAR @D 16"O C w/2" HOOK DRILLED INTCQ EXISTING CONC WALL & EXPOX-Y S~ETREBAR AS REQ'D EXI~iT WALL. S~OULD BE CLEANED I NEW CONSTRUCTION 2. FOUNDATION PLAN I, II III 3'- <~o~ 1/4"=1L0. 10~2-05 Rc'v 11~7-05 --RIDGE VENT ROO¢ING TO MATCH E~IST SIDING TO MATCH EDXIST 8" P C FOUNDATIONN WALL 1 ELEVATION EXISTING L PROPOSED ADDITION TO MATCH EXIST CORNER BDS TO MATCH EXIST RIDGE VENT SIDING TO MATCH EXIST STEPS AS PER CODE 8" P C FOUNDATION WALL b-8,,x16,' P c FOOTING PROPOSED ADDITION I EXISTING FASCIA TO MATCH EXIST CORNER BDS TO MATCH EXIST FOOTING MATCH EXIST" SIDING TO MATCH EXIST FOUNDATION WALL 8"x16" P C FOOTING ~2. ELEVATION ,!" PLYWOOD SHEATING - iCE SHIELD UNDERL~YMENT HURR[CAINE EVERY RA~ER DM 12 i CAStN? TO MATCH IEXIST 3/4" T&G ~¢YWOOD I I . , ! SUBFLOO~NALL~b~G~DED TO JOIS1 S AND COPPER RE~ fi'pi 3/4" X 9 1/2" LVL 2" P C RAT SLAB SEE DWG A 1 3 __~'// '"' FOR STRAPPING DETAILS CROSS SECTION FOOTING 2'-0"x 2'-0"x12" DEEP PC FOOTING w/(3) #5 REBAR EACH WAY UJ Wo ACV 1/4"=1L0" 10~2-05 11-7-05 [ Dr a'~ lng