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HomeMy WebLinkAbout34384-Z f Town of Southold Annex 1/13/2014 'OA P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36706 Date: 1/13/2014 THIS CERTIFIES that the building HISTORICAL Location of Property: 485 RABBIT LA EAST MARION, SCTM 473889 Sec/Block/Lot: 31.-17-13.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/8/2009 pursuant to which Building Permit No. 34384 dated 1/13/2009 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: FIRST FLOOR INTERIOR ALTERATIONS TO A ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to ROMEO & ANN MARIE SOLON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 34384 10-23-2013 PLUMBERS CERTIFICATION DATED u riz Signa e 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. 34384 Z Date JANUARY 13, 2009 Permission is hereby granted to: „F A.n~ A&P..+E. Si}ec~ P6-B61t--3,84- l`c{W-14P 12-Of1d FD S'~`-PSRP T(1N Two .rl!Y~~Ny IIV~~ for FIRST FLOOR INTERIOR ALTERATIONS AS APPLIED FOR TO EXISTING SFD FLOOD PERMIT REQUIRED at premises located at 485 RABBIT LA EAST MARION County Tax Map No. 473889 Section 031 Block 0017 Lot No. 013.002 pursuant to application dated JANUARY 8, 2009 and approved by the Building Inspector to expire on JULY 13, 2010. Fee $ 300.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 . ~~pp 2 ~p 2 TO" OF SOUTHOLD D l~ LS 0 V l5 BUMDING.DEPART111ENT D TOWN HALL 765-1802 MAY27 LI TION FOR CERTMCATE OF OCCUPANCY BL EP applicsti0%jA Od in b tea or ink and submitted to the Building Department with the following: A. For new building or now 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 th$tthe solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building;-multiple residences and similar buildings and mstsllatious,.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 propeity.lines, streef building and unusual natural or topographic features. 2. A properly completed'appiietdion 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 L 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. Tbmporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date., New Construction: p Old or Pre-existing Building. (check one) Location of Property p f ~i /j Cit/K ~r?TL / iir House No. Street Hamlet Owner or Owners of Property: ~OA'!~ d TN.y 1VAY2/e J 0 (r 0 A? .,Suffolk County Tax Map No 1000, Section 3 Block 7 Lot 3. Z Subdivision y Filed Map.' Lot: Permit No. 3 Up Date of Fernrit. Applicant: C hr tei_~[ r/ 2 _ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appli t Sig ature pF SO(/Tyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger. richert(a)town.southold.ny.us Southold, NY 11971-0959 ~yMUNf'1, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Solon Address: 485 Rabbit Ln City: East Marion St:. NY Zip: 11939 Pro Building Permit 3`g3Eq 37998 Section: 31 Block: 17 Lot: 13.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor. DBA: Rocky Point Electric License No: 32644-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 17 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Reept 5 Wall Fixtures 4 Smoke Detectors 1 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors 1 Sub Panel A!C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment 200a underground service, 3-paddle fans, 1-exhaust fan, 3-ARC fault circuit break Notes: Inspector Signature: p. Date: Oct 23 2013 81-Cert Electrical Compliance Form.xls cJ ~o3~OF 80GT,yp6 'F +Ik TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: S r D DATE INSPECTOR CJ ~o~~,OF SO(/Tyo6 'F®f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] T NATION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT OONST wnoN [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR Mark K. Schwartz, ALA - Architect, PLLC • P.O. Box 933 Fhme: (631) 734 - 4185 Cutchogue,New York 11935 Fax: (631) 734 -2110 May 19, 2009 Southold Town Building Department Main Road Southold, New York 11971 Re: Additions and Alterations to: Solon House 485 Rabbit Lane East Marion, New York Permit # 34384 (SCTM# 1000-31-17-13.2) To Whom This May Concern: I have been to the site during the construction phase and reviewed the progress. The framing, windows and door installations have been completed as per plans and to the best of my knowledge, meet or exceed NYS code requirements. Please call this office if you have any questions or require additional information. Very truly your§,.. Mya~m, ^g+4 . ~ ~ ash, D • € MAY 2 1 2009 BLDG. DEPT. TOWN OF SOUTHOLD Mark Schwa Sotoffra gCertl.doc FIELD INSPECTION REPORT DATE COMMENTS yro7 FOUNDATION (1ST) - O - FOUNDATION (2ND) - z 0 ROUGH FRAMING & - - - - PLUMBING - y x r INSULATION PER N. Y. STATE ENERGY CODE lc6 FINAL ADDITIONAL COMMENTS - - - - o m r ro r y ro TOWN OF SOUTHOLD MCMETMI BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT IJAN 0 8 2009 ~III Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 BY: 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ~ 1 y-?Vy Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 1 20a Storm-Water Assessment Form Contact: Approved, 20Z~i Mail to: lozz k 4jogir2 Disapproved a/c Phone: -Int'xI0 Expiration 20 k D' Building Inspector APPLICATION FOR BUILDING PERMIT Date O d 20 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 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 regulati and to admit authorized inspectors on premises and in building for necessary inspections. ( ignature of applica or ame, if a corporation) P1,4 TR (Mailing addr ss of applicant) State whether applicant is owner, less , agent, archit engineer, general contractor, electrician, plumber or builder G,41 -o t Amw /LlA~2/F OL a,t> 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 of land on w tch proposed work will be done: House Number Street Hamlet wor"~ b« T . County Tax Map No. 1000 Section Block Subdivision Filed Map No _i~ _ot ~K~r~~* 2. State existing use and occupancy of prenagses and intended use and occupancy of proposed construction: a. Existing use and occupancy y b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration_><"'_ Repair Removal Demolition Other Work tt//NdON/ 0002 RBFt (Description) 4. Estimated Cost Fee TM IO/z ~?AGG 1 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. SE E- p( , 47V 1- 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front `S `s R AE, Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated f- 4-0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOZ 13. Will lot be re-graded? YES_ NO Y Will excess fill be removed from premises? YES NO - 7 S4*#?E ,Cp 14. Names of Owner of premises SG-'Ox) Address ±jAoyHofXf ET Phone No. 5/t:' jG 57- ~o f Name of Architect 16.409 SG /ROOK M Address Phone No-Z24--411 Name of Contractor r4ft(, (C- 77*R Address Phone No. `'L - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_>C_NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to' scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOLZ- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF AM ~ W /2 2 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ~He is the si^--G (Cont ctor, g , 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 day of S 20o o Signature of plicant II p~ ¦¦¦nnnn!!!!!~ O= ¦¦!N!n!¦¦! - -M- a~¦~¦!!¦!!!!¦¦!! !!¦nw!l;Cli! nn T - p n fNlMn I I w. y f ~ I y' C i ~ I II no 6 Foundation Both I Extension t p k Z p_ 2,0 Basements Floors / N I Extensions q x tS - I 5 2 < Ext. Walls ~Ud~ 5ipF Interior Finish a 9 ~c-~ ensioh I a r Fire Place Heat' u d -yi-,/7 -QZTOWN OF SOUTHOLD ho--NiTY RECORD CARD , OAf7 OWNER STREET ' VILLAGE. DISTRICT SUB. LOT - FORMER OWNER N E ACREAGE G c ~ ®,164 mh'1 S W TYPE OF BUILDING ES. SEAS. y/ VL. FARM COMM. IND. I CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS y O t s Soa a yrv s 3 3 - ecl 1tG ~ cor io dee of ow ~y o--o 3 F/a o 3 6 ~JOc5E 4400 ~ _qyJ~28G N I I N 4 -G ;d 1644L, /41~~ ws4:2 9 ~ s~ a L 3 OW 5 _ ABOVE FRONTAGE ON WATER ~3eo Va re V FRONTAGE ON ROAD X C 3.;5 'illobl 1 3`1bS 1},2AO 27 2ao' BULKHEADS k4gs B F#: ~~607 ReyloyakdW6 'illabl ~c~~©o a 20 DOCK .illable, 3 - 0- (C .rC. Voodland 2~ Q3tu~e4wcQ 5~ovrv - NeCl~pu wompland :ru`shland louse Plot 'otol I w " a F-~w w vr"Z(F- Trz.~ ' L 11j1j ~ IO a,rb0 li y i i ~r ?l/ 4;7 6 Cool. M, WOK A? Foundation Bath ,C') Basement Floors moo:' 3a' ,i} z.~m .Ext. Walls lQLllvn sjDfz Interior Finish, " s on I Fire Place Heat Porch _ Roof Type. C' Porch Rooms 1 Floor st 3reevby Patio Rooms 2nd Floor :garage Driveway Dormer a. B. _ SOUIyOIo 411 Town, Hall Annex # Telephone (631) 765-1801 5-137.5 Main Road H ~ Fax (631) 765-9502 P.O. Box 1179 i~ ~O Southold, NY 11971-09:79 OOUNN,N fiUll.DING DEPARTMENT December 8, 2009 TOWN OF SOUTHOLD Romeo & Ann Marie Solon 7 Shore Road Manhasset, NY 11030 RE: 485 Rabbit Lane, East Marion NOTE: Please submit $300.00 for your building permit. (It was not paid for or picked up) Also, please complete FEMA permit parts 1 & 2 and return to our office. TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) j Electrical Underwriters Certific e. \ U7 v A fee of $25.00. (Stale Dated% 1 I CGV1 P s Final Health Department approval. ~ Plumbers solder certificate (all permits involving pplum ng after 4/1/84.). Trustees Certificate of Compliance. t~ 4;~ 4k I 's Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit: 34384-Z interior alterations IUILDING PERMIT I k VMINCR CI ECKLIST 'Date Sf~bmitted: 1;8.06,'&7*DQ1e Reviewed:I1IZ06109' .pplicaut: mClr1~_Scl^wa~}z Owner: ~a•-_±_S_--- - y .rchiteet/Engineer: ~1 k S ca / Q f Z Estimated Cost: CTMtf1000- ~t (7 Subdivisiou: _-__-__Zone: d46 Couformiug?X)d 'ropertyAddress: 4~ aeQ City: Oh Pre Cos? c2 33V3 IIIildiugPermi(s(OL'e /Expired):BPqq~Jkf -Z/C/O Z- info: BP//it?OZ/C/OZ- Info: 2W('77 Pf/nom/-Z/C/0 Z- 3ryja ?l Zinfo: jy/Nlp BP /7///-ZIC/OZl~-7Cfl5 htfo BP Z / C/0 Z- nfo: Ingle & Separate Search Required? Y or" etermiuatiou: EQ. Lot Size: qD G t 0 ACT. Lot Size: CO C( -1 U REQ. Lot Cov. d EQ. rront ACT. Front REQ Side ACT. Side Q. Rear r PR PR : OP. . Rear ar EQ. Height ACT. Height rojecl Descri ~tiou: -t 6 ? A) Vaterfrouf'. ' or N? Eyes, mater r Iv- ~ZCun--01_1 --"nelft _Vaq flood Zoue Ofilllkhead/B1uff Distauce: .DDITIONAL APPROVALS RFOLIIRED uffolk Comw I leallh: 11 yes, *13ed4 ''Date 1'0wu Septic: Y or I If uo, certiCcation requii ed: or N I n al: 1 l'a IBS : IYS Dr.( cDr, a i,- 1 „rJ~ Date: Permit : - or NJ Lillcr [Voles: ou(hold'I ruslces f ~~r Dale: ~ / Pei [Ili( it -I N outhold Z .BA: of Date: / Pei mit tt: - - Nwt :outhold Planuiug: Y or/Date: Permi(fl: _ -Noes: - - bwu Landmark C of A: Y of/TE: *NYS CODE Compliauce (page 2): Y of N cotes: +ee Still, tarr- Calculation: - - - -ouudali err -1 , x 5 irst Fk,u„ - - - ~'l i- lnilial Fee S~ iecond Fluor- - SI' + %ddition,il Fee i Dther: - SF 21 1, x Tofal: SF I Initial Fee, $ + Additional Fee TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed:. 120MP Seismic Design Category: S _ Weathering: Severe l/ Frost Depth: 36" Termi : m-H ~ ecay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Ha¢ards: USE/OCCUPANCY CLASSIFICATION: HEIGIiT/FIlZE AREA: TYPE OF CONSTRUCTION: _ A)0 RIA: ENGINEERE E DESIGN CRITE FULL.FRANIING DESIGN ELEMENTS: WN HEADERS: YIN WALL STUDS: WN GLE-DGRS; Y/N CEILING JOISTS: VIN FLOOR JOISTS: WN 1 0C RAFTERS: YIN LUMIII%R SPECIES AND (,'RAJ)E: YIN DESIGN LGAD Cti/LCULATIONS V1i LY,ti Y DL,U) SNO'N: YIN S11 IS1,1IC: M V"fN'1)- WIl1D0Vv' /iND DOOR SCHEDULE NIISSLI; TLS'T ItEQU[RE~TL-NTS: Y/N EGRESS 5.~ S.IF.: YIN LIGHT 8'/o: YIN VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE Y/N IvIE.ANS OF EGRESS Y,N PL1,31?1B1N0 KISE.R DL/GILAI!.4. Yli~ LC1CAi'IOIS C~[ F I- PPQTEC`(I(Q) Vkjt'II 111_NT TOTAL CO~TI'Lt[?NC'L? YIN (RJ~TUIZN TO I'AGL ONCI REVISIONS ~111111~~,~~, p'l \`T~ r %~`0- t/ J m C G ~ m ~ e ~ v ~ z m V N n ~ M `l x V W ^M i U 0 o W FROM FRONT ELEVATION ' sc SCALE: 1/4" = 1'-0" w a ~ H 15 UNLAWFUL VUi FHOUT CERTIFICATE 9 Q S t i TI IL oO%RALL CONSTRUCTIONSII,%I. 0 /TCRScfMEET THE REQUIREMEPITi F RTIF/~ OCCUPANCY R CODES OF NELVYOiJ~Si;.i,:. ~~!!~EO ATF FF= APPROVED AS NOT~D DATE: LI/3L B.P.fl 'g f N } FEE: 00,00 By: J E ZZ NOTIFY BUILDING DEPARTMENT AT t' J Z 765-1802 8AM TO 4PM FOR THE I_ O FOLLOWING INSPECTIONS: p FjglnlSj m 03 Q 1. FOUNDATION - TWO REQUIRED URSp ARM a FOR POURED CONREIE 2 ROUGH - FRAMINGC& PLUMBING oFjNFroly ~c PTT RZ~ C . INSULATION O ~ W ~ ~ o0 CERTIFICATION OF 4. FINAL - CON'TRUCTIQN MUST CA Nj NAILING S ONNECTIONS BE COMPLETE FOR I C ALL CONSTRU'CHuHl SHALL MEET THE .,jQ .JA,EP. REQUIREMENTS (1FTNC en~FC nv nu-n YORK STATE NOT RE,,PrcjpISIBLE I- R DESIGN OR CONSTRUCTION ERRORS. / DRAWN: MH/MS I SCALE: 14'=P-0" I~ January 07, 2009 SIJEET NUMBER. COMPLY WITH CHAPTER FLOOD DAMAGE PREVENTION LEFT ELEVATION "T'~ I_D TOWN CODE. A-1 SCALE: 1/4" = V-0" REVISIONS /•,W~ -i w .a C G "z V W b m H r ~ U 0. C ~ u ~ a W ~ z z° REAR ELEVATION a SCALE: 1/4" = V-0-- W z F-+ a a z w w z z x - ~ o gz x ~0 O N CO TO aw VJ Ej MAJ DRAWN: MH/MS SCALE: N -P-O" r 109 lanuaiY 07, 2049 l~.p`^h -'~v _ I!•~1' SHEET NUMBER RIGHT ELEVATION A-2 SCALE: 1/4" = 1'-0" REVISIONS A"W803 \`71`ll AF 30310 NiF) NIFIF) 30310 (VIF) EXISTING HEADERS TO REMAIN LIVING ROOM JIVING ROOM (EXPANDED) N m M (2) 1-314XIO ML. JF'$.ET_NEADER__________________ x ` O 6, J~ STEEL HANGER TO SUPPORT 0-' ' MIN.- 3375# 11.1976# dl Z J' `a J' BEDROOM'[ FS~ 2x8 F.J. 0 16" O.G. n V r' POST DOWN TO FOUNDATION z POST TO HAVE o~ 2'X2'XV CONC. FTG. W #4 REBAR ®9"OC ew BATH # I ;_11 : - ei,_ BATH # O KITCHEN ~ W w IQTCHEN ® H a ENTRY ENTRY ~ wZ ~ j 5z o x ~o m EXISTING DIf x EXISTING DECK ~ N N O m< -'J- i 1ST. FLOOR PLAN E; EXISTING 1ST. FLOOR PLAN s ' DRAWN MH,MS SCALE: 1/4" = 1'-0' SCALE: V4"=1'-0, SCALE: 1/4" = 1'-0' JOB 4. %Nk" J.n .y 07, 2009 ".p+ STTET NUMBER. A-3 ITWS[ONS Al ? O ? W~7 C M C u g BEDROOM BATH #F BEDROOM BATH # C u • C ED O ~ °'i ro 7 w 4 u'.I.C. LIN. C . W.I.C. LIN. C . - U1 z C o~ H~ 0 W qw BEDROOM BEDROOM a A EXISTIN G DECh EXISTING DECK con w zz z O az r~ ~ O m< a w O Nca 2ND. FLOOR PLAN EXI EXISTING 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0' x1 \ DRAWN MW MS MS SCALE: U411°I44" .IOB 4 1• E' .Innumy 07, 2009 SWEET NUMBER. A-4 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL )ETAIL DRAWINGS LISE THE FOLLOWING APPROVED U5P METAL CONNECTORS FOR PROPER WIND RESISTANT E GOOD CONSTRUCTION. FOLLOW MANUFACTURE-5 RECOMMENDED INSTALLATION I ISTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS owuL CRIPPLE STUD RAFTER WALL$TUC p HEADER RIDGE BOTTOM PLATE LEDGER SIOEWALL R BATHTUB DOUBLEJOIST FLOOR VBP NUMBER DESCRIPTION APPLICATION JAOKSTUDB RAFTER .10 1ST. ADDS HOLODOWN CONNECT 10151-OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS CONNECT TO I SIDE OF ALL CORNERS ON LOCATION UBP NUMBER DESCRIPTION 2ND ROSE HOLD DOWN BOTH DOT PLATE OF 2ND FLOOR ANU TOP APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION ggFTER ANCHOR PLATES OF 1ST FLOOR CONNECT THROUGH ALL OPGNINGB LBTAf2 1-1/4'x12"20ga, 5TRRP APPLY TO EACH J"BTUO ROOF LSTA24 1-t14'424"20ga.5TRAP APPLYOVER RIDGE TO EACH RAFTER 2x6-2xB L526 UMBER DESCRIPTION BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR FLOORSTOEACH BIZE UBP NUMBER DEBLRIPi THE OTHER W/THREADED ROD ALL OPENINGS RT30R RP NpOWN ANCHOR APPLY TO EACH CRIPPLE BTUp iBga SLOPEF 526 iBga SLOPE HANGER APPLY TO EACH RAFTERILEDGER JOISTOIRECTIONWITH (2f JOISTS. UNDER WALL. 2%1G WALL STUD LS210 I8RA 5LOPEF 3210 i6ga SLOPE HANGER APPLY iO EACH RAFTER/LEDGER FORJOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ^ BLOCKING@74.OC THROUGH-ft( METAL STRAP VENTS EELS( THROUGH-ROOF E%HAUST W U VENTS SELECTED AND N CRICKET AT TOP- LOCATED BY AIM BOARD BIDE OF LOCATED BY CONTRACTOR C CHIMNEY SILL PLATE(S) RAFTER VENTIIARDN CHANNEL D m ti WALL SHEATHING RAFTERS \ AS REQUIRED V U m z h ~ n 4FTER5 VENTILATION FOUNDATION, BIDEWALL FLASHING FINISH WALL AND MOISTURE TOP PLATE STAFFING TO RE ATTACHED TO WALL STUDS (346"OC BARRIER TO LAP FLASHING WOOD JOIST BLOCKING C U AND ALL WINDOWIDDOR OPENING JACK STUDS AT WALL - MAINTAIN GAP FLOORJOISTDEPTHUSPNUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND ATTIC MINIMUM SMALL NET BE FREE PROVIDED VIDED WITH I q AREA 2x4 LEDGER BLOCKING ]VIDED WITHA 2" FASCIAJOIST VENTILATING AREA FASCIA 4'-6• INBTALLTO'OC ROOFING TO AVOID SOAKING WALLSTUD NOT LEES THAN 11150 OF THE AREA OF LSTA24 1-ibY24"20ga. STRAP AN O S THE SPACE VENTILATED ALLOPENINGS ON ALL LL OPENINGS PROVIDE HEMMED EDGE AT SHALL BE COVERED WITH CORPOSION- i00FTHE AREAOF GUTTER C TED ALL OPENINGS WOOD GIRDER INBTALL 4'0" O.C FLASHING TO FORM CHANNE RESISTANT METAL MESH WITH MESH LBTA30 1-1/4'S30"iBga STRAP AND JACKETUDS AND SO AS TO MAINTAIN AIR LOCATION UBPNUMBER DESCRIPTION gPPLICATION OPENINGS 01 INCH IN DIMENSION WITH CORROSION- CONTIN SCREENED VENT IEGH WITH MESH CONTIN BOFFITIE%T PLYWOOD ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4'-6" RAFTER RT10 10-3/f' x f Aga TYDOWN ANCHORCONNEOT TO H IN DIMENSION SOFFITED EAVE NBTALL 47 D C. ACTION EACH RAFTER 14"-16 LSTA35 1-1/4'x36"16ga STRAP AND JACKSTUDS / 6"-12"RAFTER RT20 21 CONNEAF7F ROOF VENTIL. ON ALL OPENINGS 10.209. TVDOWN ANCHOR ERCH Ullu KEEP ROOFING NAILS OUT RAFTER ROOF VENTILATION / PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS 2ND. FLOOR OF FLASHING SOFFITED EAt SOFFITED EAVE DETAIL ROOFINGLAPSSASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER IDENDSS UNDER SES EB INCHES AND L SHINGLEE AT EX SHINGLES AT BASE MIN 41NCHES RIDGE CAP OF SAME l MATERIAL AS ROOFING z NAILED SHEATHING THROUGH H VENT WOOD JOIST SIDE WALL FLASHING OPPATE 1ST. FLOOR WALL STAFFING BE ATTACHED TO WALL STUOL @4B'Op AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SICNEIgLLS, GIROERIHEADER Q LO.RJOIST DPTH USPNUMSER GEBCRIPTIOIN PPCATION AN-RAKES- PRONTO. HET~Yip mGE5 S0 WALLSTUD WOOD JOIST U NSTALL4b"O AS TO FORM -RAINAGE CHANNELS AN- e!7 P-0" LSTA36 l-l9x36"13ge STRAP AND JACK BTU.C OS PREVENT CAPILLARY ACTION ON ALL OPENINGS LOCATION USPNUMBEH DESCRIPTION APPLICATION PRE-MANUFACTURED SHE ALSTUUCD5 RAFTERNIATE RT15 TVppWN ANCHOR RAFTER TOPLATE OVER RIDGE TO 6"-1fi" MSTAgB f-0Id"x46" 1bga STRAP AND JACK 5T AIR PASS, W N 'ED KEEP SHEATHING MIN 1112' GO CONNECT ERCH RIDGE VEM FOLDS KEEP FROM PEI ON ALL OPENINGS PLATEIWALL SPTH4 STUD PL ATE ANCHOR CONNECT OVER CONFORM TO SLOPE FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH "z PLATES TO EACH STUD OF ROOF E AIR PASSAGE THE PROPER STEEL CONNECTOR O IF ABLE. SET FIR JOISTS APROX ill" HIGHER THAN LVL HEADERS C.) TO ALLOW FOR SHRINKAGE f REDUCE BUMP OUTS DBL SILL PLATE TERMITE SHIELD SILL GASKET SUBFLOOR TYP CORD FOUNDATION GONG SLAB OAMPPROOF EXTENDS L A EMIL POLY NEOPRENE woo. JOISTS 5M L. POLY ON EXTERIOR V GRANULAR FILL V GASKET L6 /2,8 OONTINIIOpS WOOD PLATE ,e BOLTED TO STEEL FWAM WITH I12 ° MA. BOLTS s 48" o .l. STAG. ^ STEEL COLUMN ~.A A ( A ' DOING BLAB -y d 4 •p ROOFJACK v , COMPACTFILL f(n /i I111~ / STEEL, 6EA11 KEYWAYFOOTING I > ' ROOFING A ~'9 n CONC FTG FLASHING ATS TOP AND BOTTOM PLATE c • ' ANCHOR BOLT CONNECTION USE WTIB 3x3 SQUARE WASHERS SIDESANDTOP p REINFORCING BAR WITH I12" x 0 AN.HOR BOLT DRAIN TILE p (USE LBPS58 OR BP553f ANCHOR BOLT CONNECTIGN FOUNDATION SIe"DIA ANCHOR BOLT I0'' GROAT SUPPORTING MA%IMUM SPACING R LAPS BILL PL4TE TO FOUNDATION iSTORV ]T'oC ROOFING OFING AT BOTTOM 3" STEEL CODUMN \y I 1. KIPS i C40 W CRAWL SPACE OR FOUNDATIO TYPICAL N CONC. FOUNDATION APPLY PILASTERS WHERE BILL PLATE TO FOUNDATION 25TORIES Zz WHERE NEEDED FOR STRUCTURAL BRACING MIN 3' STEEL COLUMN ANCHORED TO 26"x24"x12"GONG FTG CRAWL SPACE OR FOUNDATION 3fi'OC TYPICAL BEAM DETAIL O _J z WRLL BOTTOM PLATE Tp FOUNDATION 125TORIES 5]"pC SLAB-oN-GRADE ROOF JACKS t STEEL / BOTTOM BEARING y.~ H. p DOF JACKS 4 VENTS DETAIL F4 ~p CONC SLAB 6%b f / a~ COMPACT FILL SUBFLOOR DOORFRAME - O UD cl) '4RAGE_~ ZOOID ]OOR USE 2xS 0- -JOIST O It w P T. PLATE 4" SLAB .4 FO BLOCKOUT T/1 LAB STEEL BEAM V 1 W/ 6X6 1. 5lunn r.. - SLOPE .o 112"AIRSRACE AT ENO AND grz'1 4"ORI VEWFY-~ NOTCH JOIST AND ADJUST HEIGHT GRADE a`t -vn„ -y • e L•n `P BEPMB FW000° A. " D,paJ ' (WIT1 A NAILING PLATE IF NEEDED) TO BE APROX V2" OR HIGHER THAN nA • STEEL BEAM TC ALLOW FOR SHRINKAGE 13' 6X6W W.M-? MM • a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ,k _I •GL ~ •A .1~ .`fin REINFORCING BAR • A I ri° BAR NOTCH BEAM FOR MOOBILL IF REpUIREO- MAXIMUM - A° .O NOTCH EQUALS 114 DEPTH OF BEAM DRAIN TILE REINFORCING 1a SHEET METAL I3V FELT UNDER BEAM AT POINT ° p ^an nA ,O•.u e II-SOB OF CONTACT WITH CONCRETE OR CONS BLOCK iVPICAI CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (3) ;Y4 REINFORCING BARS • '[bna~~ DRAWN: MHS _m_ LBEA 1f. THICKEN BENEATH BEARING REINFORCE F SHIMS TO LEVEL BEAM WALLS AND RCEFOOTING FOOTING WITH MC REINFORCING BARS COLUMNS. REINFORCE SCALE NT S 3' MINIMUM HEARING SURFACE FOR WOOD BEAM GARAGE DOOR ATE (BO E osEANn) a JOBd RAGE DOOR BLOCKOl1T /I BEAM POCKET N ! k January 07, U2009 SHEET NUMBER: A-5 REVISIONS PLAN CONTENTS: t~ I~~/lAIL NOTES 1~4O~'CJ WIND FRAMING NOTES NAILING SCHEDULE I~l 1). RIDGE-TO-RAFfERASSEMBLY ROOF FRAMING: ~c OGCUPANOY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING 1-114" x 20 gauge strap shall be aflachad to each pair of rafters In accordance to table 34 JOINT DESCRIPTION NAIL NAIL NOTES BUILDING HEIGHT (SEE PLANS) When a collartle Is used in giants ndge strap, the number of 10d common nails required OTY SPACING CONSTRUCTION NOTES: In each end of the caller do need net exceed the tabulated number of ad nails in the strap RAFTER TO 8' WALL Md COMMON EACH TOE-NAIL TOP PLATE 1(TWALL: 4-8d COMMON RAFTER TOTP TOTAL 50. FT. OF CONSTRUCTION (SEE PLANS) 1). The lnformeoon wsthln this set of constructin documents In related to bear-tleslgn 2), RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL 3-8d COMMON EACH TOE-NAIL Inlenlantl training delaas. They era mtentletl rasa constradlon old,notasubstiWte Lateral framing and shear wall connections for rafter, ceiling or times to tap plate shall be In TO TOP PLATE IT WALL: 4-Btl COMMON JOIST PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION CODE AND r'? for generally accepted good building propose and compllencs with current New York accordance to table 3.3, When a rafter or three do not fall in line with studs below, rafters DE51GN CRITERIA 2001, SBG HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL State building codes The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 37 EACH FACE construction details and procedures to ensure a professionally fill ished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SSG LAP NAIL AMING ELEMENTS ASP FLOG PLANS CROSS SECTION AND GENERAL NOT 5~ • sound and a weatherproof completed product. shall be connected With uplift connections in accordance with table 3.3c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 wd DECKS 40 2) The General Contractors responsible for ensuring that all work and construction 3) WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 34 EACH FACE ATTIC5 Wo; STORAGE 10 heads meet federal, state, only and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections In TO RAFTER WFCM - SBC END NAIL These codes are to he considered as part of the spegficidons for this building and accordance with table 331 When wall sod. above do not fall In line with studs below,the BLOCKING EACH TOE ATTICS w/ STORAGE 20 should be adhered to even if in variance with be plan. studs shall be attached to a common member In the floor assembly with uplift connectorsm 2-Bd COMMON END NAIL OE accordance with [able 3.3 TO RAFTER DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOADJ 20 (LIVE LOADS 5`51F) ROOMS (OTHER THAN SLEEPING) 40 3).D.mansions shall lake precedent over scaled drawnge RIM BOARD 2-16tl COMMON EACH ENO (DONOT SCALE DRAWINGS). 4) WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall he connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 STAIRS 40 4) The designer has not been engaged for construction supervision and assumes no contractors Steel straps shall have a minimum embedment Of 7 inches in concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 Q y, responsibility for construction coordinating with these plans, nor mspons.buity for foundation and slab-on-grade, 15 Inches in masonry block foundations, or lapped under NAIL NAIL NOTES construction means, methods, techniques, sequences, or procetlures, orforsafety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING (DESIGNED FOR CAT. O) EXPOSURE CATAGORT precautions and programs in connection win the work There are no wananfles for a bottom plate, 3 Inch square washes shall be "sad with the anchor bolts. Anchor ball TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION m Q, a specific use expressed or implied In the use ofthese plans spacing Is to be spaced and sized In accordance to table 32a. In addition to spacing, TOP PLATE 2- 16d COMMON FOOT SEE NOTE 1 anchor bolls are to be spaced between 6-12 inches from the end of a sill plate and all PLATES 5) Refer to the Window and Door schedule for exterior openings comers INTTERSECTI ERSECTI T AT ONS 4-16d COMMON EA A SIDE JOINTS FACE (ROOF - FOUNDATION) DETAIL AGE . GENERAL NOTE PAGE e fi m p E NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r Z °i 6) The General Contractor is to ensurethat masonry or connected fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS' STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ° E obdu 00, s or exceeds manufacture's specifications and applicable codes. Type l exterior shear walls with a minimum of7116..an wood structural panel on the exterior STUD 2-16d COMMON O.G. NAIL attached with Bd common nails at 6" oo, at the panel edges and 12" o.c .n the field, and HEADER TO i6" O C FACE to FIRE PROTECTION SEE FLOOR PLANS (SMOKE .002 DETECTORS] 7). The General Contractor is to consult with the owner for all built-.n items 112 inch gypsum wallheartl on the interior attached with Sd cooler nails at T' a c. at panel 1 6d COMMON ALONG EDGES NAIL U TRUSS DESIGN N/A -STANDARD STICK FRAME GONSiRUGTION such as bookcases, shelvmg, Pantry, closets, Virus, to edges and 10" o c in the field shall he in accordance with the length requirements specified HEADER in table 3.15a-b TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK c 8). Wind load requirements shall be taken into account during P.m tructlon. PLATE TO STUD 3- i6d COMMON PER 2x5 STUD NAIL 0 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOMPLATETO PER FACE NAIL FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements of table 3,15a-hflmestheapproprlate FLOOR JOIST, BAND JOIST, 2-16d COMMON FOOT SEE NOTE 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2 z BLOCKING GI length 1). The General Contractor and Meson to renew plans, elevations, details and notes to adjustment factors In table 3.76. END JOIST OR GROUND WIND SEISMIC FROST WINTER ICESHIELO FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HP2AR05 determine intended helghts of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. I LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidew ill lengths provided In table 3 14 shall be permitted to be increased when 2).Allfootings to rest on undisturbed(virgin)sail Interior shearwa8s are Used. Sheathing and connections shall be in accordance wfth JOINT DESCRIPTION NAIL NAIL NOTES OILY, SPADING 21 20 LRS. 120 B SEVERE 3 FT MODERATE SLIGHT MODERATE TO 11 NONE - TO HEAW 2.442 and 224 respectively JOIST TO PER TOE 3) Provide lWexpaus.on joint maternal between concrete slabs and abutting 4-Bit COMMON concrete or masonry walls occunng In exterior or unheated interior areas 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL RC' ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connecllens shall be attached with uplift connections in accordance BRIDGING 2-Bd COMMON EACH TOE 4) Any new concrete walls being attached to existing concrete structure shall with table 3S Wind. sun plotes shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD be installed with 45 re-bar, 18" long at 12"o E. Use approved epoxy for Installation 35. BLOCKING EACH TOE 4' PERIMETER EDGE ZONE ed COMMON @ B" O.C. Bd COMMON @ 6" O.C SEE NOTES' 1,3 r^ TO JOIST END NAIL 5) Unless otherwise noted, all slabs an grade to be 2500 ps t Concrete to be 2-ed COMMON INTERIOR ZONE Bd COMMON @ B" O.C. 8d COMMON ® 12' O,C. SEE NOTES: 1 (BOTH FIELDS) V 1 NOTE 2FOR PANEL FIELD Z m Poured an 4inch thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs 9) CATHEDRAL CEILING ASSEMBLY: BLOCKING TO EACH TOE to be minimum 8I/2 inch thick. All fill to be compacted to 95% relative density with Where a urge is to he used as a structural beam, the rafters shall aWxer he notched antl 3-16d COMMON 6" maximum lifts gayead. anchored on lop ofthe beam or slope connectors shall be attached to each rafter-lo-ndge SILL OR TOP PLATE BLOCK NAIL along the open calling part of the building. Gonneclions to the urge and wall shall babe LEDGER STRIP EACH FACE L GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @4" 0 C. 8d COMMON ® 4" O.C. SEE NOTES. 1,3 O V4 6). Crowl spaces to be provided with a minimum 16"x24" access open.... Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast aonfoundation ventfor every 150 sq ft. of amid. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - Bd COMMON PER TOE NOTES Z' THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY O ]).Oampproof exterior otfountletion with bituminous coating as per section R406 of To SEAM JOIST N.Y.S. Residential COdebuinion Coda A&m1I polyethylene film shell be applied over 1). Unless oNerwlse noted. all framing material to be #1 AGO pressure treated lumber. BAND JOIST 3-ifid COMMON PER the below grade portion of exterior walls prior to backfilling AI fasteners, hangers and anchors to be galvimzed or stainless steel. TO JOIST JOIST 1) 1) For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feat on each side of the met peak, JOIST TO . the 4 foot perimeter edge zone attachments required shall be used. L) ANOT THI 2. Girders for deck joists to be halted to each post with washers and nuts. BAND SILL OR TOP PLATE 2-16d COMMON PER FOOT 8) Drainage as per sectio n R405 of N Y 5 Residential Construction Cade G.Ners on oanceso plersshall be anchored wdh proper steel connectors ancharad 2) 2) Tabulated 12 inch on. nail spacing assumes sheathing attached to rafter I truss framing members with G>0.49. FTl C~ FRAMING NOTES Into concrete with a minimum 112' dim x7^long *richer bait with washersandtruta. OOF SHEAT 1 G: For L AIL For framing members with <0.42<G<049, the nail spacing shall be reduced to B inches o,a ~L+ 1)All framing techniques and methods as presentative design of 2006 SBC High Wind 3)POSlssuppoNng gibers shall beanchored toe l2"x12"x12"thick concrete tooting. JOINT DESCRIPTION RACING 3)' 3). Tabulated 4 inch o.c. framing members with 0 nail sparing assumes strual to rafter truss framing ribb members with G>0.49. For z Edition Wood Framing Construc[lon Manuel Use a minimum 112" rile x 8-long anchor bolt with washers and nuts Footings Shall be aft trar hammg members with 042<G<0 49, the nail spacing acing shall be reduced to 3lnches o c O U Porches win covered rook shall have l2" did concrete piers for the girders STRUCTURAL PANEL 8d 11 AS PER TABLE 3.8 hour below grade Iii 2). Unless otherwise noted, all framing and structural wood on.kral to be 42+BTR. WFCM -'BC V V WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4) Dark M1.1ato have breaking at B'ooc. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3) Floors, walls, ceilings and rafters to be spaced at 16 inches me unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledges JOINT DESCRIPTION NAIL NAIL 4' EDGE ZONE Bd COMMON @ 6" O.C I COMMON @ 12" 0 C. SEE NOTES. 1, 3 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD otherwise Ledger to he fastened to building with 112" d.a bolts with washers and nuts OTY SPACING where needed, GYPSUM 5d COOLERS 7" O.C. EDGE 4). Unless otherwise noted, all beating wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 10" 0.0. FIELD INTERIOR ZONE 8d COMMON @ 8" 0 C. 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all B. Concrete piers shall be a minimum 6" above grade. WALL SHEATHING: openings. LVL headers to have (3) jack studs and (2) full length studs on each side of NOTES openings. Bearing wall window nuts shall also have (7) window sill plates for 2x4 wall 7) All joists to be supported will bangers and anchors - Each Joist shell also be anchored NAIL NAIL T THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY openings between 4.1 and (T0 and 2x6 wall openings between 5'11 and 89 Provide fire to girder(s) JOINT DESCRIPTION Ory SPACING and blocking where applicable 1). For wall sheathing within 4 feet of the comers, the 4 foot edge sane attachment requirements shall B) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL Bd COMMON AS PER TABLE 3.9 be used 5) All flush beamslheadere to be Installed with heavy duly galvlnlzed hangers and PANELS WFCM-SBC t anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB 6d COMMON Y 0 C EDGE 2). Tabulated 12 inch do nail spacing assumes sheathing attached to stud framing memhme with PLYWOOD 6" O C FIELD G>0 49. For hearing members with 0 421G1, the nail spacings shall be reduced W 6lnches o.c. 61 Double up floor joists under ..It. fixation Parallel to the floor joist and under bathtubs 1) All water supply, drainage and venting to be installed as per N.YS Residential GYPSUM O.O. EDGE Floors to have ceramic rile Installed shall be verified for proper land capacity unless noted Construction Cotle. WALLBOARD Stl COOLERS TWO.C FIELD 3) For exterior panel siding, galviplsed box nails shall be permitted to he substituted for common palls. Lll Z on plans. 7) Provide 2-1-311 thick mmrolams(helghtto match ftoorjolsts) around stakwall and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: NOTE: z other access openings unless agrees. noted (typical). 3). If wall studs, plates or joists are Out out Oil Installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY J z . Dormers uB roofe to be supported by double rafters on rather side star provide acing and plates to protect for secture the structure sp with the Dry. SPACING w E EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. W E- g m~ where applicable ahle unless othemase erwise noted slate code code and d manufacture's recommendation for maximum m hale hole size size and nd spacing permitted STRUCTURAL PANELS Bd CDMMON fi" O.C. EDGE 1) PROVIDE 518- TYPE-X SHEE-FROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ~y m Q HVAC SYSTEM NOTES oRUPSS 2^a.aF1ELD 9). Pmvl a g.ng in floor joists at 8'0 o+, use soot blocking ..Ooorlois[s NOTES: 2 2). USE SIMPSO N HANGERS RS AND AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH AGO yy Q ~ under all l bearing aring wells walls 1) Mechamral subcontractor is responsible for screening to all applicable codes and safety 3 31. INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. O 2' Section R602.0 - FIREBLOCKING REQUIRED O Q needed insulation betties at save vents between callers Install drag blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. F F a Flreblocklag shall be provided to cut off all concealed draft openings (both vertmal and horl=ntal) r^ LE and to form an effective fire banner between stories, and between a top morg and the roof apace. V e 11) Unless otherwise noted, all mats and walls to have a minimum 112" thick, ~lfily Fir equipment supplies 1) Nailing requirements are based an wall sheathing Flreblockbg shall be provided In wood-Rama coratruction In the following locatlons. CDX exterior sheathing grade plywood. Plywood to cover Ever plates and headers ers 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. lFwall sheathing F Contractor and owner for fast review and approval [a nailed 3" on-center at the panel edge to obtain higher I). In concealed spaces of stud wall. and Partitlone, Including furred epace., at the telling and floor r9x unrnss nlhew.ae noted use 314" thick ThG PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural , r e.remorc mnnadlnrc i___,-- n..-- -M~II al- he [Irnhlnakad al Int sale nett eXCe3dInQ lQ adhered with PL400 adhesive and Screwed to floor Islets Finished floor to be installed LLtU I KIGHL IVV I r-0. ' feet. 6att- or blankets of mineral or ghee fiber shall be allowed a- fireblocking In ~I-, it tedF over subfloor as per manufacture's instruUmns such es shear plates, shall be used to maintain load path. 1). All electrical an he installed as per NY 5 Residential Construction Code. using parallel rows of studs or staggered etude. 13) All bathroom walls to have 112" thick moisture-resistant sheetrock Garage walls and 2) When wall sheathing is continuous over connected Pt ~ callings and everfurnace to have 518- thick type-a sheetmck. All other pads of building 2). All electical work shall be approved by a qualified underwriter. members,the tabulated number of nails shall be permitted to he redu cod to have regular 112" sheetrack. All walls to he taped and finished. toll - i0d nail per foot 2 D. At all Imtercomnectlane between concealed vertical and horizontal spaces suo cur I'f . DRAWN. Mfi S drop Geilinga and cove cellinga. NT 3) Install Smoke detectors and carbon Moroni detectors throughout as per section R317 14) AO roof with a pitch less than 412 shall be metalled with as ice a Water banner or of N V S Residsntlal constmcbsn Codo approved equal. Flat roofs shall be applied win a Fiberglas base sheet with an EPDM - 3J. In concealed spaces between stair stringers at the top and bottom of the run. E los es ]OE N, •tY torch down type material over. under stairs shall comply with 5ectlon R3I4,0, N.Y.5. Residential Code. \ ai.uary 07, 2~b ' SHEET NUWBER. 16). All .,If plates and wood is contact wdh em erefe to be pressure treated. Sill plates t- 4). At opening- around vent-, pipe- and ducts at ceiling and Floor level, to reeler the free pas-a53 9 of.;; " he Installed with a foam sill gasket and cop-r-tax termite shield or approved equal. Flame and products of combustion. f.;; 11 I, 5). For the Fireblockln of chfmne - and Fire leces, rater to 5ectlon R1001.1b. N.Y.S. Residential God., y p *6 i