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HomeMy WebLinkAbout35385-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 8/4/2011 CERTIFICATE OF OCCUPANCY No: 35118 Date: 8/4/2011 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 295 WILLOW TERRACE LA. ORIENT, N.Y. 11957, Sec/Block/Lot: 26.-2-15 Filed Map No. Lot No. filed in this officed dated dated 3/12/2010 conforms substantially to the Application for Building Permit heretofore 3/11/2010 pursuant to which Building Permit No. 35385 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 additions~ including one car earage and covered porch, to an existing one family dwelling as applied for. The certificate is issued to Armstrong, Paul & Armstrong, Heather (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 35385 7/19/11 ~'r~ nzecyolgnature 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. 35385 Z Date MARCH 12, 2010 Permission is hereby granted to: PAUL ALLEN ARMSTRONG 295 WILLOW TERRACE LA ORIENT,NY 11957 for : ADDITION & ALTERATION TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 295 WILLOW TERRACE LA ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 015 pursuant to application dated MARCH 11, 2010 and approved by the Building Inspector to expire on SEPTEMBER 12, 2011. Fee $ 200.00 ! Aufhorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL AUG 2 2011 BLDG. DEPT. TOWN OF SOUTHOLD 765-1802 L_ 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 0f 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 residanees and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6, Submit Planning Board Approval 0f completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and:unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, · Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: ~-c~ ~5" House No. - Owner or Owners of Property: Date. Old or Pre-existing Building: f LO, Street - Suffolk County Tax Map No 1000, Section Subdivision Permit L 5- 3 ,g' ' .Date of Permit. Health Dept. Approval: Block Filed Map. Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Foe fiubmitted: $ Final Certificate: 'check one Hamlet { :5'- (check one) Applicant Signat~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765- 1802 Fax (631 ) 765-9502 ro,qer, richort~town southo d ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Armstrong Address: 295 Willow Terrace City: Orient St: NY Zip: 11957 Building Permit #: 35385 Section: 26 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures Service 3 ph Hot Water GFCl Recpt Wall Fixtures Main Panel NC Condenser Single Recpt Recessed Fixtures Sub Panel NC Blower Range Recpt Fluorescent Fixture Transformer Appliances Dryer Recpt Emergency Fixture! Disconnect Switches Twist Lock Exit Fixtures Other Equipment: 1-paddle fan HID Fixtures Smoke Detectors CO Detectors Pumps Time Clocks TVSS Notes: Inspector Signature: Date: July 19 2011 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FOU"INSPECTION DATION 1ST [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING ,[]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION DATE ~h//~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST [ ~__.~ 5 -_-_ %T_r_-- - _~ [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND I ] INSULATION ~' [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY IILS/~CTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~m~rlNSPECTION [ ] ~mmRaS~sT~m~c~ [ ] FIRmRms'r~w'rP~I~II~TION REMARKS: DATE INSPECTOR~. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1~5~LATION [ ] FRAMING / STRAPPING [ l/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISr~I~T CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:~/"~-~ ~ ~ /~-~"~ ~/C/ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] IN, ON FRAMING / STRAPPING [,~ FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL} REMARI DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [,] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE iNSPECTOR~'~' ~'I~LD INSPECTION REPORT DA~E ] ~COMMENT$ .ROUGH~G& ~ ~ pL~G ~ ,,, 7~ ~S~ON PERN. Y. STA~ R~R~ CODE ~ ~D~ON~ COUNTS ~'- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD~ NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined Approved Disapproved a/c PERMIT NO. Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: ~/ '~,20 /O Mailto: Phone: Build~ Inspector INSTRUCTIONS ,20 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 Pemfit 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 maendments 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. /Oex,~///,tq~ ' ---(S~g-natur~ o'~apfilicant-or namGf a corporation) (Mailing addr~ o f app'l~cant) / ' State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises /t~Ot// /q0 arid /~/~'a~'/')~r /~rm~f/rDtoq (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate ofricer) Builders License No. _-~ 6~ ,.~ ~ ~ - /c/ Plumbers License No. Electricians License No. ~ Other Trade's License No. Location of land on which proposed work will be done: ~q~5'~ [I]///~a) -/~rraL~ ]tO/gC House Number Street _{~r'/g/'/7L Hamlet Block County Tax Map No. 1000 Section c~ ~ Lot Subdivision Filed Map No. ~'~/O ? Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,~,,',o~/~__ and o c cup an cy___ ,,57;0 f¢/~ b. Intended use 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work ,~ Alteratio~ ~Ol~scription) Fee (To be paid on filing this application) Number of dwelling units on each floor 4. Estimated Cost If dwelling, number of dwelling anits 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 Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height.__ Number of Stories 8. Dimensions of entire new construction: Front Height Number of Stories Rear Depth Rear 9. Sizeoflot: Front Rear /'~2 2 ~' .Depth /?~'. 3 -~. /oo. ~ 10. DateofPurchase.,~/,=)/ /-g /7¢'7 NameofFormerOwncr 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 ~ 14. Names of Owner of premises ~/~ ~rm~a~ss 0~,~,,w~ /~q~ Phone No.323-~5-O NmeofArchitect .~ ~ A R,'...fi Pe.~ Address PhoneNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE R~QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO l 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ~.~t~ ~')ct,O~, f{ ./~, ~,,,,~ ~ lo~,, rt being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing confr_ac.~t~above named, /cSJrHe is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to pertbrm 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 wgrk will be performed in the manner set forth in the application filed therewith. Sworn to before m~ ~4., day/~ f /'~ NotawPublic 2P [msc0 j, S;gnatu~bf~licant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 ro,qer, d c h e r t ~,t~t~)~'l~. ny. us BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Phone No.: (~3/,~) ~3~/'- ~$~ JOBSITE INFORMATION: (*Indicates required information) *Name: ~ / /~"~___.~ ~ ~7 *Address: 2?'~ /~// //r) ,.) /d//~c,.- ,.~//~.,~ zZ *Cross Street: *Phone No.: Permit No.: ~'~ Tax Map District: 1000 Section: *B~IEFDESCRIPTIONOFWORK(PIoasoPdntCIoady) ~//~ ~ //.)~. ~.~ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: (~)/N~_~ YES Temp Information (If needed] ~ *Service Size: 1 Phase 3Phase 100 150~ 300 350 *New Service: Re-connect Underground Number of Meters Change of Service Additional Information: PAYMENT DUE WITH APPLICATION Final 400 Other Overhead 82-Request for Inspection Form Town o__f Erosion, Sedimentation & Storm.Water Run off ASSESSMENT PROPERTY LOCATION: S.C.T.M. #: THE FOLLOWING ACTIONS ~A¥ REQUIRE THE SUBM SS ON OF /~)(::) ~}.~, ~. [ .~ STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL Item N un~ber: Distric( Seciion amock Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes Kid 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") inch RainfaLl on Site? r~ (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces,) 2 Does the Site Plan and/or Survey Show AI~ Proposed Drainage Structures Indicating S ze & Location? '~ r~ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! -- 3 Will Ibis Project Require any Land Fil[ing, Grading or Excavation where there is a change to lhe Natural F'~ ~'" Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? ~ -- 4 Will this Application Require Eand Disturbing Activities Encompassing an Area in Excess of Five lhousand (5,000) Square Feet of Ground Surface? ~ __ Is this t'roiecl ~,ithin the Trustees jurisdiction or within One Hundred (I00') feet of a Wetland or Beach? -- 6 Will there be Site preparation on ExislJng GIade Slopes which Exceed Fifb en {15) tee[ of Velfical F(ise to One Hundred (100') of Horizontal Distance? ~ ~ I -- v 7 Will Dlivew;~ys, Parking Areas or other Impervious Surfaces be Sloped I(/Dilect Sloml Vvater E'u ~rl og into and/or in the dilection rrf a Town dght of way? any Ilem Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) NOTE: If Any Answer to Questions One through Nine is Answered withaChcck Markin tile Box, aStorm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Ye~s Does H~[s p~ojecl meet lhe minimum standards ~or classi~cation as an Agricultural Project? Note: If You Answered Yest~thisQuestion,aStorm.Water,Grading,Drainage&ErosionControlPlanisNOTRequ~red~ (Oevflel Contr~clor, Agenl, CO porale O ~ce. e c ) Owne~ and/o] reln-csemaUve of flae Owner of Q)wiiGF'$, and is duly audmrized to perfom} or bare pe~ kraaled ~c said wink m~d to m~e a]xt file this applica~on; ~aat MI statements confined in tiffs application are ~e to the best of his knowledge ~ad belief; mM d~al Om work will be peplom~ed m d~e m~me~ set [ord~ in the application filed herewith ~ Sworn to berm e n~e this; ~ , 20.. g Notary Public: FORM - FORM NO. 3 NOTICE OF DISAPPROVAL TO: Paul A. & Heather J. Armstrong 295 Willow Terrace Lane Orient, NY 11957 Please take notice that your application dated December 22, 2008: DATE: February 3, 2009 Location of property: 295 Willow Terrace Lane Orient, NY County Tax Map No. 1000 - Section 2~6 Block 2 Lot 1~5 Is returned herewith and disapproved on the following grounds: The proposed addition and alteration to this existing single family dwelling, on a non- conforming 22,837 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots, measuring 20,000 to 39,999 square feet in total size, require a minimum front yard setback of 40 feet, the proposed addition is shown at 36 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: filer Z.B.A. For permit to construct additions and alterations to an existing single family dwelling at: JAMES A. R.A. ~ 705 FRONT STREET ~ GREENI (631) 477 - 0998 2010 BLOG. DEPT. TOWN OF SOUTHOLD SOUTHOLD TOWN BUILDING DEPARTMENT SOUTHOLD TOWN HALL ANNEX 53og.~ MAIN ROAD ¢::OUTHOLD~ NEW YORK I 1 9'7 1 February 4, 2010 Re: Armstrong Residence Willow Terrace Lane, Orient SCTM #: 1000-26-02-15 Gentlemen: The existing building Front Yard Setback for the Armstrong Residence is 40'. The proposed addition for this residence would create a Front Yard Setback of 36'. (See Drawing SP-1, Dated 8/1/08). The existing Front Yard Setbacks of all properties along Willow Terrace Lane within 300' of this property is as follows: SCTM #: 1000-26-02-15 - (Armstrong Residence) Taken from Survey prepared by Roderic Van Tuyl. PC Dated 7/19/78 40.0' SCTM #: 1000-26-02-13 - (Property Located Immediately North) Taken from Survey prepared by Stanley J. Isaksen, Jr Dated 5/13/08 25.7' SCTM #: 1000-26-02-39.17 - (Property Located Immediately South) Taken from a Field Measurement to the Property Fence Line Date: 2/4/10 31.0' SCTM #: 1000-26-02-17 - (Pro~verty Located 209' (+/-)South.) Taken from a Field Measurement to the Property Fence Line Date: 2/4/10 46.0' The average Front Yard Setback for homes located on the easterly side of Willow Terrace Lane and situate within 300' of the Armstrong Residence is thirty five (35.7') feet in length. If you have any questions regarding this matter, please do not hesitate to contact my office. ~rchitect/F3ngineer~L~ ~- ~ { CTM~ J9~-._~ ..... :~ / ~ Subdivision: ___ ~ ~ ~ Zone: 'roperty Address: ~q ~ ~ ~XO~h ~(~b~ 6~ Ci%,:. ~k ~~__ P,'e COs? ~uildiug permits (Open/Expired): BV%~g-Z/C/0 Z-~153, Info: ~3 tap //fiC/~/C/0 P -Z/C/0Z ,Info BP -Z/C/0Z- ,Info: SP -Z/C/0z- _,[afo ~ ingle & Separate Search Required? Y or N Determination: ~Q.~tSize: a0 ~00 ~T. LotSize: ~ ~ ~Q. LotCov,~ACT.~tOv. Front O ACT Side ' ACT. Side ~Q Rear - PROP. Rmr Vate~fion~? Vot N? ~yes, wa(cl body l'anel~ .... Flood Xoue: Itullch(:~d'Bhiff[)is~nnce: .DDITIONAI, Al I R( X AI.S REQUIRED ' I ( t miU: ll]to, cettilicaliou ]equi~ed: 'j' o] rq liccci~(d: ',o~(hold ~1{5: Y <. bJ [)a(. , / Pe~nfl[ H: ',0uthohl Plauning: Y (,~ /4 ILtte: / / Pelmi( fl: - Nuie,c: ?own [.:tndmarlc CoI A: 'fo] N E)q']~ / / ~NYS CODE Coml)liance (page 2): Y o* N 10'l'Alz $ NEW YORK STATE CODE CO MPLIANCE CHECICLIST CLIMATIC/GEOGRAPHIC DESIGN CRITEP, gA Gro~md Snow Load: 45 Weathering: Severe Fros{ Depth: 36" Design Temp: II. · [ce Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGffT/FI1LE AILEA: TYPE OF CONSTRUCTION: DESIGN CILITERiA: ENG[NEERED/PRESCIL[PTIXrE VIJk L FPxJkJMIIqG O ESIGN ELEMENTS HEADERS: Y~N WALL STUDS: Cis;[I.[N G J O 1S'! S. V/b' FLO 0 R ,ITl I'S I'S ','flY DESIGNLO,&I) (;fl, l cjllLATIONS h/lq IA'JI£: YiN I)l<,kl) T/IM SNOW: y/iN ,%I'-IYSM'IC: T/IN V, q lqT~O',V /~,l-r[) L)C)()[4 SCHEDLfLE ¢1[SS1_A5 t'lV-,5'l p./£QUIR_EIMEN'[N LIGHT 8%';: y/Pi x, rF~NT 45'0: Y/N NAIU~G/CONSTNUCTION SCHEDULE TOTALC{IM['I I" ('V" . Wind Speed: 120MPH__ Seismic Design Category:' Termite: M-II __ Decay: S-M _ Iq'lo o d Hazards: 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 July 26, 2011 Paul Armstrong 295 Willow Terrace Orient, NY 11957 Re: 295 Willow Terrace, Orient TWO WHOM IT MAY CONCERN: Th~,l~wing Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) ~AI 7~ri~15~ id0~ rwrit e rs Certificate. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 35385 - Addition and Alterations to Existing Dwelling " r ~UF~ ~ H]~I,,.TH D]EI~. ApPrOVAL. ~ H* S* NO* ~i~' .... ~~ I /~ . . / ' ~~~._L :~ ' / . ~t~ ~ ' ' '~ // ~ ' ' ?:'-"~ · F: ...... ~""" - ~ :o ~ , ~ ~ -~ ........ : .......... .~ ~ ~ ~ ~ ,' ~ ~ ^DDITIO~ / / Note: THIS SITE PLAN WAS TAKEN .... ~ , ,, - .- FROM A SURVEY PREPARED BY I /: : ~,. '*'~,,~,,~ ~ %~J~ RODERICVANTUYL, P.C. ~ NIF /~'~' * ' ./ DATED JULY19 1978 , :j N LAW '.. '  8' 30" ~ ' "'~. ~' ~';OF THE TOWN CODE. / ~ ~ ~ 189.29, '" - 75[3 .... .~ ..o.o,~ ~ ~ ~d*~ ,, ~ ' U.L ~ L ~':;ZET THE FLOOD ZONE "X" SITE PLAN Scale: 1" = 30.0' DRAINAGE CALCULATIONS PROPOSED RENOVATION/ADDITION = 620 S.F.+/- PROPOSED NEW DRIVEWAY AREA 750 S.F. +/- TOTALAREA = 1,370S.F. Total DRAINAGE Required: 2" RAINFALL = 0.1666C.F./S.F. 8' DIA.LEACHINO POOL = 42 Cubic Feet/Vertical Foot USE ONE 8' DIAMETER x 6' DEEP LEACHING POOL Drawing: REMOVE EXISTING FRAMING THIS AREA AS REQUIRED TO ACCOMMODATE NEW WINDOW. EXISTING 6'-0' SILDER TO BE REMOVED. EXISTING NON-LOAD BEARING PARTITIONS TO BE REMOVED. J ./ EXIS~TNGWASHER AND DRYER TO RE / RELOCATED-- REMOVE EXISTING FRAMING THIS AREA AS REQUIRED TO ACCOMMODATE NEW DOOR. EXISTING RESIDENCE TO REMA REMOVE EXISTING CONCRETE PORCH. -- REMOVE EXISTING CONCRETE APRON DF-MOLTON EXISTING CONDITIONS EXISTING ROOF FRAMING THIS AREA TO BE CUT BACK AND REMOVED. PROVIDE ALL SHORING AND BRACING AS REQUIRED OR NEEDED. FLOOR PLAN Scale 1/8" = t' - 0" EXISTING CONCRETE FLOOR SLAB TO BE CUT & REMOVED FOR PLACEMENT OF NEW FOOTINGS. REMOVE EXISTING NON-BEARING GABLE END WALL FRAMING & TOP OF MASONRY FOUNDATION THIS AREA AS REQUIRED TO ACCOMMODATE NEW GARAGE OPENING. SITE PLAN & DEMOLITION NOTES: THE CONTRACTOR SHALL PROVIDE ALL SITE PREPARATION WORK AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION. THE CONTP. ACTOR SHALL VERIFY ALL FIELD CONDITIONS AND THE LOCATIONS OF THE EXISTING UTILITIES TO REMAIN, CARE SHALL BE TAKEN TO PROTECT ALL EXISTING UTILITIES AND UNDERGROUND UTILITIES TO REMAIN. THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING CONSTRUCTION MATERIALS IN A MANNER ACCEPTABLE TO THE OWNER. ALL DAMAGE TO THE EXISTING FACILITY RESULTING DIRECTLY FROM THE DEMOLITION ACTIVITY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE*GRADING THE SITE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDATIONS. STREETS, ROADS, ADJACENT PROPERTY AND OTHER WORKS TO REMAIN SHALL BE PROTECTED THROUGHOUT THE PROJECT IN ACCORDANCE WiTH THE BUILDING CODES OF NEW YORK STATE. EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED LOCATION AND SHALL BE RE-GRADED AS NEEDED TO COMPLETE THE PROJECT AS DIRECTED BY THE OWNER. BURNING Of MATERIAL ON THIS SITE SHALL NOT BE PERMITFED DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS AS IT ACCUMULATES AND SHALL NOT BE ALLOWED TO REMAIN ON SITE FOR MORE THAN FORTY EIGHT (48) HOURS. THE CONTRACTOR SHALL COORDINATE THE DISCONNECTION OF ALL EXISTING UTILITIES AND MECHANICAL EQUIPMENT WHERE NECESSARY AND SHALL PROVIDE FOR THE REINSTALLATION AND RECONNECTION OF SAME. Drawing: NEW 8" C.M.U. FOUNDATION ON NEW 8" x 16 CONCRETE FOOTING -- EXISTING FOUNDATION TO REMAIN. NE~Y 8'xl 6' CMU PIER ON 24' x 24' CONCRETE FOOTING. TYPICAL 2x6 TREATED WOOD LEDGER 4 x 4 TREATED WOOD POST ON t2' Dia. CONCRETE FOOTING PART AL FOUNDATION ON EXISTING FOUNDATION WALL. -- EXISTING FOUNDATION DEPRESSION TO REMAIN NEW C.M.U. FOUNDATION ON EXISTING FOUNDATION WALL. (SEE CROSS SECTION) 2"0'1 8' - 8' M.O, I 3'- 4' [ t4' - 0' ADDITION F-OUNDAT ON Scale 1/8" = 1' - 0" :"W 8' C.M.U. FOUNDATION ON NEW 8" x 16 CONCRETE FOOTING. TYPICAL NEW FOUNDATION AT GARAGE DOOR OPENING Drawing: A-1 " It -~'"*-- -=- ,, I II L REW WOOD STOVE wrrH 4'. 2X4 JACK STUD POST ~IjII~-ATEACH END TYP CAL~ OZ I 4- ~o WOOD O,RDSR- SPIKE ~& GLU=E ~ 36' HIGH GUARD RAIL FIRST FLOOIR PLAN Scale 1/8" = t' - 0" Drawing: · A-2 EXISTING RESIDENCE TO REMAIN. TYPICAL EXISTING RESIDENCE -- NEW DORMER ADDITION NEW 14'-0' GARAGE ADDITION HALT ROOF ON 30# FELT ON 1/2" PLYWOOD SHEATHING. TYPICAL PROVIDE NEW SIDING AND TRIM TO MATCH EXISTING. TYPICAL EXISTING RESIDENCE TO REMAIN. TYPICAL NEW 36" HIGH GUARD RAILING TO CODE FRONT NEW DORMER ADDITION -- NEW ACCESS HATCH TO MATCH EXISTING ELEVATION EXISTING RESIDENCE TO REMAIN. TYPICAL Scale 1/8" = 1' - 0" NEW 8" W. x 7' H. GARAGE DOOR TO MATCH EXISTING NEW PORCH WITH STEPS TO GRADE R QHT ELEVAT ON Scale PROVIDE NEW SIDING AND TRIM TO MATCH EXISTING. TYPICAL 1/8'= 1' - 0" Drawing: A-3 .?~_~ 2 X 4 STUDS* t6" o ~"GW. II ~'//J~ ~ 4"R=t3BA~ INSU~TION~~ -- ~ N~ SIDING TO MATCH ~ ¢~ ~ PL~OOD SUBFLOO" ~ ~ ~ / 7/16" APA PL~OOD [ 6'" = 19 K~ FACED BAW CROSS SECTON '~A'~ SECTION DETAIL "1" Scale 1~4" = ~' - ~" s,~= ~-= ~,-~- EXISTING RESIDENCE TOP OF P~TE - ALIGN WITH EXISTING EXISTING WOOD F~ME WALL TO REMAIN ~ EXISTING GAUGE DOOR . . -- STEPS TO G~DE ~~ ~in ~loor- ~lO~ ~lT~ ~l~Tl~O ~O~ffi~TIO~ ~O~ ~lSTl~ $~8 ~ EXISTING FOUNDATION & FLOOR S~BS CROSS S CT ON Scale 1/4" = 1' - 0" ~/ EXISTING RESIDENCE BEYOND TO REMAIN ASPHALT ROOF SHINGLES ON 30# FELT ON 5/8" PLYWOOD SHEATHING. TYPICAL NEW DORMER - 2x8 RAFTERS@ 16" O.C. NEW COVERED PORCH BEYOND -- -- EXISTING FRAMING TO REMAIN NEW 9" R=30 KRAFT FACED BATT INSULATION AT CEILING. TYPICAL NEW PORCH WITH STEPS TO GRADE GRADE PROVIDE NEW CMU FOUNDATION OVER EXISTING FOOTING 4- 2](t0 WOOD GIRDER - SPIKE & GLUE NEW 2x4 STUDS @ 16" O.C. --NEW 2x6 CEILING JOISTS @ 16" O.C. PROVIDE METAL JOIST HANGERS TO CODE. 3/4 # PLYWOOD SUBFLOOR - ALIGN WITH EXISTING. NEW 2xt0 FLOOR JOISTS -- @ 16" O.C. 24'x 24'~''~ NEW 8"X. tc6~NCcMRUE~oOoNTiNO' NEW 3-2x10 GIRDER CONTINUOUS. TOP OF PLATE ALIGN WITH EXISTING EXISTING GIRDER TO REMAIN REMOVE EXSITING WALL AS REQUIRED OR NEEDED -- EXISTING WOOD FRAME WALL AND FLOOR TO REMAIN Fin Floor - ALIGN WITH EXISTING CROSS SECTON Scale 1/4'= 1'-0' NEW 9" R=30 KRAFT FACED BATT INSULATION AT FLOOR. TYPICAL EXISTING RESIDENCE BEYOND TO REMAIN NEW FASCIA AND TRIM TO MATCH EXISTING 2x12 HEADER / GIRDER NEW PORCH WITH STEPS TO GRADE GRADE 24" x 6" - 3,000 P.S.I. CONCRETE APRON. -- 2x10 RAFTERS @ 16" O.C. NEW KNEE WALL - 2x4 STUDS @ 16" O.C. NEW 2x10 CEILING JOISTS @ 16" O,C. PROVIDE GUSSET CONNECTIONS TO CODE NEW 2- 2x12 WOOD GIRDER- SPIKE & GLUED NEW 5/8 ' FIRE RATED G.W.B. ON ALL WALLS & CEILINGS TO CODE. TYPICAL IN ALL GARAGE AREAS. 2-2x8 TREATED WOOD PLATE WITH ANCHOR BOLTS AT 4'-0" O.C. 4" THICK - 3,000 P.S.I. CONCRETE FLOOR SLAB. TYPICAL 8" CMU FOUNDATION ON 8'x16' CONTINUOUS CONCRETE FOOTING. TYPICAL ASPHALT ROOF SHINGLES ON 30# FELT ON 518" PLYWOOD SHEATHING. TYPICAL TOP OF PLATE- ALIGN WITH EXISTING -- NEW 2x4 STUDS @ 16" O.C. W/ I/2" PLYWOOD SHEATHING NEW SIDING TO MATCH EXISTING Fin Floor - BEYOND ALIGN WITH EXISTING Scale 1/4" = 1' - 0" Drawing: COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE DATED JANUARY 1, 2007 COMPLIANCE WITH CODE BY USING W.F.C.M WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE DESIGN METHOD. USE ~" DIAMETER x 12" - "J" BOLT @ 4'-0" O.C. into FOUNDATION WITH 4" x 4" x 1/2" B.P. PLATE OVER SILL PLATE. USE 1-1/4" x 20 GAGE STRAPS @ EACH JOINT~ SILL PLATE TO FIRST FLOOR WALL STUDS, 1st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD OF ATTIC AT 16" O.C. ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, 30# BUILDING FELT, INSTALL PER R905,2.7 (ICE SHIELD REQUIRED FOR 1st 24" ABOVE START OF INTERIOR WALL) BUILDING CODE - TABLE R301.2 (2) WINDOWS TO MEET D,P, RATING OF 40 MINIMUM. TABLE t 609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS''b'~ FASTENER SPACING (inches) FASTENER Panel 2 Feet _~ 4 Feet ~ 6 Feet _~ TYPE Span Panel Panel Panel · 2 Feet Span Span Span _~ 2 Feet ~_ 6 Feet _-z 8 Feet 2~ # 6 Wood 16 t6 12 9 2~ # 8 Wood Screws 16 16 t6 12 For SI: I inch = 25.4 mm, I toot = 304-8 mm, I pound = 0.454 kg. I mile per hour = 0.44 m/s, a. This table Is based on a maximum wind speed (3-second gust) of 130 mph and mean roof height of 33 feet or less. b. Fasteners shall be installed at opposing ends of the wood structural panel. c. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum withdrawal capacity of 490 pounds. TABLE R301.5 MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS (in pounds per square foot} USE LIVE LOAD Exterior balconies 60 Decks t 40 Passenger vehicle ~ara~]es a 50 a Attics without storage b ,e 10 Attics with storage b ,e 20 Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40 c Guardrails and handrails d 200 For SI.' t pound per square toot = E.0479 kNife1 , I square inch -- 645 mn~. I pound = 4.45 N a. Elevated garage floors shall be capable of supporting a 2,000 pound load applied ever a 20 square inch area. b. NO storage with roof slope not over 3 units in t2 units. c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. d. A single concentrated load applied in any direction at any point along the top. e. Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1. t. See Section R502.2.1 for decks attached to exterior walls. ASPHALT ROOF SHINGLES ON 30# FELT ON 5/8" PLYWOOD SHEATHING. TYPICAL CONTINUOUS RIDGE VENT TOP OF RIDGE - ALIGN WITH EXISTING RIDGE BEYOND 4- 2x10 WOOD GIRDER - SPIKE&GLUE TOP OF PLATE NEW 2x6 CEILING JOISTS @ 16" O.C. PROVIDE METAL JOIST HANGERS TO CODE. NEW 2x4 STUDS @ 16" O.C. W/1/2' PLYWOOD SHEATHING 3/4' PLYWOOD SUBFLOOR- -- ALIGN WITH EXISTING. NEW 2xt0 FLOOR JOISTS @ 16" O.C. -- ALIGN WITH EXISTING CEILING NEW SIDING TO MATCH EXISTING. TOP OFSUBFLOOR -- 2x10 RIDGE GRADE BOTTOM OF FOOTING NEW 3- 2x10 GIRDER CONTINUOUS. -- NEW 8"x16" CMU PIER ON 24' x 24" CONCRETE FOOTING. EXISTING FOUNDATIONS TO REMAIN 2x8 RAFTERS @ 16" O.C. NEW 9" R=30 KRAFT FACED BATT INSULATION AT CEILING. TYPICAL COTINUOUS VENTED SOFFIT. TYPICAL R=11 KRAFT FACED BATT INSULATION AT WALL. TYPICAL -- NEW 9' R=30 KRAFT FACED BATT INSULATION AT FLOOR. TYPICAL NEW SIDING TO MATCH EXISTING. ECT OH Scale 1/4' = 1' - 0" R3t0.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 24' MINIMUM CLEAR OPENING HEIGHT, 20" MINIMUM CLEAR OPENING WIDTH, 44' MAXIMUM SILL HEIGHT. FINAL INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS. R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMI~'FED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL REIGHT~ INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25' AND THE MINIMUM TREAD DEPTH SHALL BE 9' IN CONFORMANCE WITH R314.2 MINIMUM HEADROOM SHALL BE 6'-8". ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1~2 INCH GYPSUM WALLBOARD. R315.t HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, RESPECTIVELY, MEASURED VERTICALLy FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAY. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS WITH TWO OR MORE RISERS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5 INCHES BETWEEN THE WALL AND THE HANDRAIL. THE HAND GRIP PORTION OF HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF I - 1/4' MINIMUM TO 2 - 5[8' MAXIMUM. PROVIDE EDGE RADIUS OF R3¶6.1 GUARDS ARE TO BE MINIMUM 36 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED, VERTICALLY FROM THE NOSING OF THE TREADS. R317. SINGLE AND MULTIPLE SMOKE ALARMS SHALL GE INSTALLED IN EACH BOOM, INCLUDING BASEMENTS. THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE A~.ARMB IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL ROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE%HARMING EQUIPMENT PROVISIONS OF NFPA72. R319. t.2 WALL AND CEILING FINISHES NOT INCLUDING TRIM~ DOOR OB WINDOW FRAMES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. R322. A VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF ALL INSULATION. R808.1 COMBUSTIBLE INSULATION SNAi. L BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING FIXTURES~ FAN MOTORS AND OTHER HEAT PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WiTH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION Nl101.3. R402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARES USTED IN ACI 318 OR ASTM C 1157. REINFORCING STEEL AND INSTALLATION TO BE IN CONFORMANCE WITH ACI 3t8. ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH; 3,000 PSI ~ 28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION WALLS, EXTERIOR WALLS, PORCHES~ STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH ACI 318. NORMAL SLUMP: WALLS 6~ SL.A]~ 5. R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURDED NATURAL SOILS. ALL EXTERIOR FOOTINGS SHALL GE PLACED AT LEAST 3'-0' MINIMUM BELOW GRADE. THE TOP SURFACE OF FOOTINGS SHALL GE LEVEL. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403. R404. t CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SPT FORTH iN SECTION R404 AND ACI 318. BACKFILL SHALL NOT BE PLACED AGAJNST THE WALL UNTIL THE WALL NAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OB NAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. R406.1 FOUNDATION DAMPROOFING: EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406.1&2, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHA~L BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED DAMPPROOFING OR WATERPROOFING MATERIALS LISTED iN SECTION R406. R407 STEEL COLUMNS: ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST INHIBITIVE PAINT, EXCEPT FOR CORROSION RESISTANT AND COATED STEEL. APPROVED MANUFACTURED CORROSION RESISTANT COATED STEEL COLUMNS WITH TOP BEARING PLATE SHALL BE BOLTED TO THE GIRDER AND THE BOTTOM WiTH AN'( ADJUSTABLE THREADS ON BEARING PLATE EMBEDDED IN THE CONCRETE SLAB. NAILING SCHEDULE. MINIMUMS. AF&PA WFCM REFERENCE (NOT INCLUDING UPLIFT & HC~D DOWN CQNNECT~ONS NAIL SPACING ROOFING NAILS P~R SHINGLE 6' DC. EDGE. 12" DC. FIELD 6' D.C. E[~GE, 12' OC FIELD 6' O C. EDGE, 6' O C. FIELD 6' DC EDGE, 6' DC. FIELD TYPICAL WALL SECTION Scale: 1/2' = 1'- 0" RAFTER COLLAR TIE ROOF IWINDOW / DOOR HEADER STRAP AT JACK STUD: AT EACH JACK STUD USE 4 - 8d COMMON NAILS IN EACH END OF I - ~" x 20 Ga. STRAP AND USP MP4F OR SIMPSON STP4 PLATE AT SILL TO BAND JOIST. I ROOF RAFTERS TO RAFTERS ~ RIDGE ] 4 - 8d COMMON NAILS IN EACH END OF t - ~" x 20 Ga. STRAP t6" D.C. OR 2x4 COLLAR TIES IN UPPER 1/3 OF ROOF @ t6' D.C. ROOF RAFTERS TO WALL STUDS 4 - 8d COMMON NAILS IN EACH END OF t. ~. x 20 Ga. STRAP 16' D.C. OR USP RT'I0 OR SIMPSON LTSt6 - NAILS PER MANUFACTURER. STUDS TO STUDS @ SECOND FLOOR 4 - 8d COMMON NAILS IN EACH END OF ~l - :~" x 20 Ga. STRAP. SIMILAR ~ GABLE END WALLS. I STUDS TO BOX BEAM & FOUNDATION ] 4 - 8d COMMON NAILS IN EACH END OF I - ~" x 20 Ga. STRAP ~ 16" D.C. WRAP UNDER SILL OR USE USP MP4F OR SIMPSON LTP4 PLATE 32" O,C. 5/8# ANCHOR BOLTS @ 48" D.C. WITH 3' x 3" SLOTTED SQUARE WASHERS - USP/SIMPSON LBPS 5/8". ALL STRAPPING TO BE GALVANIZED ASTM GRADE 33 MINIMUM. l~pical HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER # 2304.9.6 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ # 10 x 3 (WI WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: # 10 TEE NUTS ATTACHED TO BLDG. W/# 10 x 1/2 (WI WASHERS) MACHINE BOLT @ 12" O.C. MULTIPLE SECTION ASSEMBLY: 1/4" THICK bOLTS @2' O.C. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") 2x4 STRONG BACKS @ 24" O,C. ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4's: # 10x3" (WI WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ # 10x3" (WI WASHERS) GALVAINZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: # 10 TEE NUTS ATTACHED TO BLDG. W/# 10 x 1/2 MACHINE BOLT @ 12" O.C. WINDOWS - GLAZED OPENING PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WIND PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE. PANELS TO BE MAINTAINED ON SITE. LABEL LOCATIONS OF EACH PANES.