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HomeMy WebLinkAbout30786-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31386 Date: 01/12/06 THIS CERTIFIES that the building SUNROOM ADDITION Location of Property: 320 BROADWATERS RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 104 Block 10 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 21, 2004 pursuant to which Building Permit No. 30786-Z dated NOVEMBER 21, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is UNHEATED SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DOUGLAS & BARBARA KLEIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A / /� Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD I f 9 5S � ,N 2 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 survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic 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$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. Z t� New Construction: PiL— Old or Pre-existing Building: (check one) / �^ Location of Property: 3AO P">tbU/r¢f � 'J l U/C e House No. n Street Ha et Owner or Owners of Property: ( t� 2&ql? 2I- (1 Suffolk County Tax Map No 1000, Sec ' n_ ?–,-A Block Lot Subdivision Filed Map. Lot: Permit No. 36 7� 6 Date of Permit. l d Applicant: Health Dept. Approval: Un erwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: 1J 1 p Applicant Sign 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. 30786 Z Date NOVEMBER 21, 2004 Permission is hereby granted to: DOUGLAS & BARBARA KLEIN CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN UNHEATED SUNROOM ADDITION AS APPLIED FOR at premises located at 320 13ROADWATERS RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0010 Lot No_ 006 pursuant to application dated NOVEMBER 21 , 2004 and approved by the Building Inspector to expire on MAY 21 , 2006 . Fee Ij 150 . 00 f I , u rize ure ORIGINAL Rev. 5/8/02 3a78� � 765.1802 BUILDING DEPT. INSPECTION [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING pl-�INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 'a 'i/�— 765.1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [,{5 FOUNDATION 2ND [ ] INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /f DATE INSPECTOR- 6 0 0 in c!- /n = / TOWN OF SOUTHOLD PROPERTY RECORD CARD - OWNER STREET 3 U . + VILLAGE DIST. SUB. v LOT Y I n ►-oad . AeFr oad Cu a 11 & e FORMER OWNER N E ACR. 14Zr I Mc�e ,6. KunPl) S W TYPE OF BUILDING Vis" ���z Ttl . &USs41F /s;.- Wo�� - RES.,49 0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 66 1466 2200 V15 ' S112 6o SoiZ) 600 CCA/nr �. Ijfi JSGi t /6 M 13A7-ES v Huc r" 3 Su 0 A.E D 7 o o 1100 1 ',Gf o s n &vkT if7yP/f76 F. MAosolf If Sev y / 910176 3.1b _ /o T. MNcNaS N�kc X09 f/zz17y' f �r l`l 33 /'y0�ae0 f3�S�G h!d" L� .S�leyr d Ph71e vau f�f< ITou SU r �C�C�c� '' �'�7 /� /�6 . .4,.E [•�/ �[»»e �� t?n/�✓��c4 AGE BUILDING CO [TION y _ /So0 PoS`000 00 J 49 ��/ze/ti /3 � /a7S3 Ccns�r. wee / %% J6Soo v GO �yf'ISO � �m�ovu Tillable 1 'y / 0a - dee /�Sirua e .o ✓in` 71 «6270 2 ! . Tillable 2 S - 1� /Ct - 50r S{jr1 5Do/rte ac{�d7i f;On ySr> tt1. Tillable a oVIWICI 7 en ''305©L'Q Woodland 2oc/7- QP o? o -CcfJn !�{G'e�S. drl G7 �c►'�y'199 - Swampland FRONTAGE ON WATER 0 �— Brushland FRONTAGE ON ROAD House Plot DEPTH c c: o -7 89 BULKHEAD Total DOCK - . .• ■�■■■ ■■■■■■N■�■ ■■� �;,-, ..; ■■■ ■ lei■ ■■■■■■■■■■■■■■■ :tea ������� �� � �: ■■■■!�l ■�,■■■■■EQ!■■ �■■■� ME■■OSI E�l�IiR"NERNIPSE■■■■■■■ on ME .. ■■■■■ME71 mi-OMiASNI■Qi■■■■■ ME ■■■S Mill no MEMO ELI ■■■■ ■■■■■ ■ --AWrmaw: EE■E■■■aE■nEE ■■■■ ■n■E 2_1 ■O■ ■■E!■■■ ■■ ■■■OO Y CInterior Finish i Dormer®�00 - ® Driveway . FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) --------------------------------------- -- FOUNDATION(2ND) fj - ---t" - -- - y ROUGH FRAMING& PLUMBING INSULATION PER N.Y. -"---- - - -- - --- y STATE ENERGY CODE - -- --- - ---- FINAL ADDITIONAL COMMENTS -- - --- -�..- O • tf m 01 O .� p 6Q°/BO S'A�oH yT tr1 t h kA k9 OV.473rR Z40WAS �I t SNOAP. oN "IRYty BY AWWR/C& VAN `I. 7'el �ryO A d. 2e4.976 /v pp }Ky LL.. r ,pp r, i herr,em r UJAmon w Jus D A' v iaV tirUr hduiumins ni Sur'eY MaP Ant hearrrrQ the V e_. I.;:"! n ,or inLcd ual or emhesced seal 0 ,� idc real nr he a valid true copy /� s wdi¢emd h rtY !UPI 'n. ed. s han.Ih( urve,w PreparedSnt I J h,tire fUlelalnpanv 1 n.,mud 1 ending In tillTma 1 9 � S 4�• ll ile n q ICaIIJOf are9M traMleraM1l( It,r.0 wvl nUnr)n$or Ullmouent 0w'ner5 y@ nnln puopeny lines shown herein .� �Q ^ ioxnoeLL to @aide in the uildhxrN Icn:e- e:m��ing walls,poule.building O adNpoo�pndlor our"c"Sirllell°n. , f S�� �� oor"CCopyrigbtol j. Ry Ruben B Holzman .a a,dale as shown on survey W h\ 9 �44 - 70 L ONO /SL,*W MORT&IOE CORP. ls� CON7"1NEN7& �9STit9C7 CORP. S74C GWRT T/TLE ` fl) Q 9.9®,/.(�4 �t LINEN MOM :s.�,�rarnvicr/ago 6 SEC714*/po ALOCk/D s. LOT @ AS SNOfYN OPV - SUFfale eMW7Y px-,� A O 3 0�6.oo. % i sHo rp o� mor /B3 .alw� o.•r �� w.4ss4zl PolwiT �t AMENDED V,4P A Y r. , OATE OF F/L/NG ALIO. l6, /922 —/z EO i19A.� Np/56 CZ�� C07CIIXI/E 7VW1V0,,= SOUTHOLD 341 ,C ACA--COI.fNTYNY. cis 4\3 gilt ,�� aQ404ff4ffA?7- Q. f,IGfGZAV-4/✓ ND SVP L/CEN3EO LA/VO ?L/ie✓EYO.@ N. .' 'l. L/C N-4?9/JIG /2I05/r<000 NU7 AliENUE BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: //// I CALL �>37• . . . ..7a� . . . �{ Ehcmired........ .. 19... MAIL TO: . . . . . . . . . . . . . . . . . . . . Approved........!!. .Z�., 19..�. Permit No. .. 3.a.} (Gi .... .................................... Disapproved a/c .... ....../...................... ................................... ..................5 Z r,/I................. ....... .. .... ... ...... (Building pector) APPLICATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . . . . . 19. . . . INSTRUCTIONS a. 'This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wi 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan slowing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HR= MAdE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Tam 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 buil for nary in tions. ... ... ... ...... ............................. (Signator f applicant, or nine, iffa/corporation) (Mailing address of applicant) State whether applicant is lessee, agent, architect, eugineer, general contractor, electrician, plumber or builder ..................................................................�......A............................................... Nameof owner of premises .......( ............................................... ( on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (None and title of corporate officer) BuildersLicense No. ......................... Plumbers License No. .......................... Electricians License No. ..................... Other Trade's License No. .................... I. location of land on which proposed work will be done.............................................................. ....................................................................................................................... House Number Street Hamlet C xmty Tax Map No. 1000 Section ....��. l' ...... Block ...... ....... lot .....4�......... Subdivision .N..^tibhv..!�af"'r Club f'^.'.P..?:Y"! .. Filed Map No. ............... lot ............... (Name) 2. State existing use and occupancy of premises and intended.use and occupancy of proposed construction: a. Existing use and occupancy .... g�✓:•`�1............ ......................... TM jow b. Intended use and occupancy .../.l�v ........................ 1MN�bOWJ ie tmdOM ;Sii2012 ,18.0....................... VMUQ liu2 n pasb" 1'00!. 1100 A tM0 nattwm noO 3. Witure of work (check which applicable): New Building .......... Addition .X..... Alteratiory.......... , Repair ............ Removal ............. Demolition ............ Other Work ...................... .......... (Description) 4. Estimated Cost . .),G L V ............. fee ............................. ............... (to be paid on filing this application) 5. if dwelling, nudher of dwelling habits ............ timber of dwelling units on each floor If garage, number of cars ...................................... 6. If business, canercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dfimnsions o//f existing structures, if any: Front................ Rear ............ Depth ................. dleigtht ....t�..6.. r ............ Nud)er of Stories .....�........ .... i Dimensions of sane structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... B. Dimensions of entire new construction: Front ................ Rear ............... Depth .............. h n Height .... Number of Stories ...... .............. f ) / 7r 9. Size of lot: Front .E,�,.,C.'. I.�r...... Rear ... Depth 0.. ` j ......... 10. Date of Purchase //.J -. --7..... Name of Former Owner �7.7�1Q. ....4�V .E/.lr......... II. Zone or use district in which premise:; are situs:,-d .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 13. Will lot be regraded .... .� ........ Willl excess fill be removed from premises- YES ND _ 14_ Name:s of Owner of pramis .�S:�1-�!41�6[�9-Address Yo;bS 4�'t�! 7{ • Ptwne No.7..)T.- �7 - S _ 2 Nam of Architect .............. ��•............ Address .............................. Rhone No. .............. Name of Contractor ................................... Address ...............................Rhone No. .............. 15. Is Lhis property within 300 feet of a tidal wetland? * YES ..x...... NO .......... *IF YES, SOUTUE D TUAN TVUSli•T.S MHrr MAY RE FEgUIRFD. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions fran property lines. Give street and block ember or description according to deed, and show street nares and indicate whether interior or corner lot. Srlvtr OR N3d Yow, SS ti S?.. -.6f.t..kCl....................being duly sworn, deposes and says that he is the appl.icanL (Hare of inrral signing contract) above named, lieis Lhe ....................V.W.n�/. r ............................................................ (Contractor, agent, corporate officer, etc.) of said owner or owners, and is lily authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tore to the best of his knowledge and .belief-; and Lhat the work will be performed in the manner set forth in the application filed therewith. Sworn Loobgtore me this p .'// )M 7T Q of tbLay Public . .. ....... ( lure of Applicant) CERTIFICATION OF NAILING & CONNECTIONS b REQUIRED. uv APP OV�D AS NOTED DATE: 1117-1 y B P.8 FEE' UNDERWRITERS CERTIFICATE NOT Y BUILCIrr FARTMENT AT REQUIRED 765-1602 B AM TO 1 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED -- _ -- -- - -- - FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING -- - - 3. INSULATION - - - _ - - 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR _ -- ---- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR -- — -- DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS RE UIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA _ SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES REAR ELEVATION N.Y.S.DEC ALL CONSTRUCTION SHALL FLOOD ZONE COMPLY WITH CHAPTE OCCUPANCY OR '46� MFFTTNFacnI11RFMENTSOFTHE FLOOD DAMAGE PREVENTION USE IS UNLAWFUL ATE• SOUTHOLD TOWN CODE. WITHOUT CERTIFICATE OF OCCUPANCY I RIGHT ELEVATION LEFT ELEVATlC % ADDITION 320 GROADWATERS RD., r-UTCHOGLIE, NY Pte. I _ � November 06, 2004 =caLE 1/4'1 - 1'0" JJI EXISTING _ `-- HOUSE �\ \ Y BUILD WALL UP (OVER EXISTING) TO 2AFTERS O UNHEATED O STORAGE o .o u91 X " T'-E'• HIGH L 5., - - 3 - 216 DF "2 W/ lir" STEEL FLITCH PLATES if l'v° HIGH WALL. ' V TW32BIO-2 T135310-2 4• g.. 8. 6.. � 4. 9.. I• g.. 2•_3.. FLOOR FLAT R EXISTING _ HOUSE I --------------------------------------------- -------------------------------------- •4 RIE-MAR, 15' LONG --- O -12"OC W/ EXPDXI -------------- i AGGF55 OPENING lJ i ------------------ N .1 w mi -------------------------------------------- i i SToo= � L L-E -i --------------- �! 8)(16 VETTT 5X76 VENT 4g8 _6 ' 48 -1 --^ 41 5 FOUN AT9CN FLAN 22 .0" ADDITION q _ ------ 320 BROADWATERS RD., GUTGHOGUE, NY November 06, 2004scALE I/4° 1-0" JD/MH WINDOW DOOR SCHEDULE EXPOSURECATAGORY:' C T4EAN ROOF HEIGH1: PT'-2" EGRESS GLAZING UNIT AREA MIN D P MIDI D P. MANUFACTURE CATALOGUE NU RFIR DESCRIPTION SF S.F. SF CITY ZONE 8 ZONES UNIT D P. NOTES ANDERSEN TU/18310-2 DRI HUNG 5 C 109 15.1 2 10 SD USE DESIGN-PRESSURE UPGRADL UNIT FOR CODE COMPLIANCE TUERMATRU 5115 2/BKG/8 ENTRY OR. ll R 11 0 18.6 1 10 Gs WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION OFI2J MPH 3-SECOND WIND OUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') ALTERNATIVE FOR OPENING PROTECTION IAHI F 1609 1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD SIRLICIURAL F'ANFIS - <;r�IFF „I�IL,F„ - SHUTTER ASSEMBLY FASTNER PANEL SPAN 2 FEET,PANEL A FEET,PANEL 6 FEET< PANEL F.T.S. TYPE ,2 FEE SPAN,q FEET SPAN,GFEET SPAN,BFEET FOR PANEL SPANS: WOOD/SCREWS 16 16 72 B 0 < 4'0 WIDE SPAN 23/32" APA SPAN-RATED 48/24 SHEATHING GRADL FYWOOD 4914118 wooD SCR 118 Ir, 16 16 12 (OVERLAP AROUND OPENINGS 4") WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 71, 16" AND MAXIMUM ASSEMBLY: PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENIIIG PROTECTION III AITACHING STRUCTURAI PANEL FASTEN TO BUILDING w/ ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLA,_ED µ10 (w/ WASTERS) GALVINIZED OR STAINLESS SIEEL OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. WOOD SCREW C, 16" 0C. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) - ALTERE AUVL FASTNER FOR SHATTER TO BUILDING. #10 TEE NUIS AITACHED 10 BLDG. w/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" O.C. APFIIALT ROOFING ISE I WATER BARRIER I-I/2" 12 5/B' ` ING FIR -DX SHGATH 2Y,12 DFS- RR BUILD WALL UP [OVER EXI6TING-J TO RATERS T-C- VJ CEDAR SIDwG `� _ - EXISTING 1511 FELT UNDERL A'r^ENT - 61 J2" J-IEATNBIG `9 UNHEATED_ `9 HOUSE 2x6 DP2 STUDS -16 DC r STORAGE I i E,0 ADO FT PLATE _ 3/4" SUBFLOCR_ TERI-III E SHIELD it 2JF1 .o 16"OO SILL GASKET — -- — — - — H° GONG PLK FOUNDATION DATRFROOF EXTERIOR G MIL. POLY BARR,ER Q W/ 16 X5, GONG. FTG. W/ 2 - -14 STF_EL REBAR 111 --_-- - - - � _" CONa BLAB SECTION ADDITION 320 EROADLUATER5 RD., CLITOHOGUE, NY- Pc- 3 Cr November 06, 2004 SCALE 1/4„ _ 1'0" JD/MH II LISE THE FOLLOWING APPROVED USP METAL CONNECTORS LOAD PATHPER UJIMID CONNECTION ESISTANT 4 GOOD TIAND OCONSTRUCTION COMMENDED DETAIL NSTALLATION DRAWINGSS TO MAXIMUM UPLIFT LOAD CAPACITY. r, -UNG 6TUp5 ! FLUWALL BAXTER CRIPPLE SHm - .�... -O .� 1 WALL STI IS �� ' I� i Ix1DGE RarraM PLNTE HEADER — LEDGER C _ J GnTHruG - 44 sIDEwNL Fj i � � � DOUBLE dDIGI— JACK ETUDE ANTFF �� \ FLOUR USP IJUMIIEIY UESCRIPTIOIJ AP'JOE IST noSG HOLD DOWN CONNECT TO I6IUE OF ALL CDIxNERS "� ANCHOR TO FOUNUATI ON W/ANCHOR DELTA ' BESIDESI TO 161DL OF AI CC INEkfl ON Ipr,ATION -JSP NUh1BER DC-sCI31PTIGN APPLICATION LOCATION UCPN UMGERI DC-6CRIGTION ArPI-CATION _ BID NflS TO HAVE A DOUBLE FLOOR JO)ST6 I INDER GOR ADDED SO PPOG'T 'JUG AD56 IIOIDDOWN DOTS BOi PLATE OF ND FLOOR ANI)TOP _ RAFTC-R SLE USP IJUMBER DE6CIJIPTION MPLICATIUN jUPPDHI F_ACII WALI RUNNING PgkALLC-L WILIITIIF_FLOOk ANCHOR PLATES Or IST 1=COIR CONNECT THRGUGII ALL OPENINGS L61 Al2 bl/1"xt2' �IkAP - - t/.1'Y2p 20ya 6113AP APPLY OVBR RIOGFIDEACH RAFTER 2xh`11 L526 T41-PE 114.VGEII AV e(hJa gVPIY FO EACH JACKS ND ROOF LSTAtA t- _ y PLY TO EACH SIGNED)LEDGER IOIST DIRFCTIOIJ WITH L' JOI ITS,UNDER WALL TI IF LOURS IO EACH OTHLI3 W/TIIREAOEO ROD ALL OFL'NINGS RT3CRRI TYUOWNANCHOH gPPLYTl]FACHORIPPLC STOU - —' � � _ 1%IU LS210 INy. SLOPE HANGER APPLYTO FACHRMPLER I LEDGER FORIOIST NOT DIRECTLY UNDER PARALLFI WALLS.PROVIDE WAC L B LID _ 3LO1ION6 "I I DO THROUGH RIDGE PxUE,,ST _ _ / VENT`SELFCI ED AND METAL SIRAP LOCATED CLANTRACTOIR ADEN 21M BOARD CRPI(ET AT TOP-LIFE U- a CHIMNEY SID PI AILIS, RARER - iJ A6 REGUIREG WALL SKRALDING RAFTERS MAINTAIN SIGELVAI L FLASI II1IG VENTILATION I•I FOUNDATION - �1 - - uvaoD JDIGT [.7 111 Nll FINISH yauL AND MOISTURE mP PI ATE- L/ • ,BLOCKING j 2xl LEDGER RLOcIarvG �C 'I �y GTAPPING TO BE ATTACHED TO WALL S1 UD6 tll.<O"OC EAI+IiIEH TO LAP FLASHING 1.I SOFFIT IGI6T ANG NL WINUOW/DOOR OPENING JACK STUDS ATWAIL MAIN FAIN GAP YYY A-1'IC SHALL 6E PRUVIDEU WITH FASCIA <" FLUOR IOI6T D[PTH U6Fl NUMBER pESCRIPTION _ APPLICATIOIJ ��, �-� RFTWEEN WALI FINISH ANF) -Lr �-FATTER -- A PAINIMOIA NPT FRCS VFINTILATINO AR EA r IN6TFLL.UbC BUFFING TO AVOID SNAKING wALL STUp FJ NOI TO 39 THAN flIGU OF IIIE AREA OF WpOp GIRDER— J"-G" LETA24 f-I(}"x2<"2Jya 5FRAP pIVO JACK 9TOOs �� THE SPACE VENTILATED NIT IN6S - -� __ ON Al I.OPENINGS V PLAN BE COVERED WITH CORROSION- COMIN SCREENED VENT - - - — PROVIDE HEMMED EDGE AT RESISTANTIdETALMGfi�F WITH MESH -CONTINSOFFIT/EXI PLYWOOD INe'TALLATV GC / '. � FLASKING TO FORM CHANNEI =ANTU"'1,10ER - — LUDFSCRIPIION EF TION OPENINGS OF:4 INCH IN OIMENSIOIJ /j,OFFTED EAVE B"-iV" LSlf.3U -IDI"<3U' 1fiya STRAP ANO JACKBIUDa `� ; i_' ANDSOqS TO MgINTAIN AIR N3TALL A.BVING6 "'� = "\�—`-G AP iO PREVENT CAPII LAKY A"-GA/S"eltlpa IYObWN gNCHOINTLOPEI TTO'OC � ACTIONRFA PROVIOLBLOCKIVG BETWEEN JOISTS THAT ARE SPICEG AND tA'-Ih" L6T0.56 -I/J"x36" 19yL $TRAP ANDJACK 6TBp$ \ �. " 9 4 -/B"xLpya TYDOWNAIJCHLITIO ROOF VENTILATION / OVERRF_ARING WNLSAND FEADEH$ ON ALL OPENINGS \ '� H \. ' � �- KEEP HOOFING NAII E DULL TER 5OFFITED SAVE DETAIL 2NG FI OUR WALL �� 'R - HE FLASHING L ROUTING LAPS BnsF _ I ASHING nnl HES V \ BA E I LAS IINb WRAPS CORNERS RAPIER IllDSE CAP OF SAME / CIDEN 06 UNDEIt6HIlVil e6 AT YIpILRIgI AS ROOFING SOT=SI n AI T prvDLArs _ — - SH NGLLG AI Rg9FMIN 3INCHF6 NAILED TO SHEATHING ' _ THROA6H SENT VA WOOD JDIGT >y / TOP PLATE SID WALL �/"xSHING �. GIRDERIII_ADER �1-{]� �` \\ IGT FLCORWALL STAPPING iU BEAFTALHEO TO WALL ETWG PIAN"OC A �' 111 I AND ALL WINDOWCOOOR OPENING JACK 81UPS PIEPAL FLACHING AT ALL EAVES 91pEWiiLL6 WOFDJ016T FL OCR JOIST DEP I I I USP NUMBER DESCRIPTION AP'LI1ATION AND RAKES -PRCVIDE LIEF-FRED EpG! WALI STUD - �fJ _ L� �, RAFTERS _ IN6TN IL'p'D-J A` Ln FCI"�PI pRAINAGC- 'NANNEL` APIV .. 1.9Un STRAP ANSDTALLCPR UC, PREVENT �A'�ILLAP.t .1ClICN pgFTFLUCR/I'LDATE FSPR FIMYER IiE66RIPTION APPIIOAIION Pi1G-PAANUFALTUREF B" ISTA3fi ItG"-36 J - _ _ _ KEEP SHEATHING ON All OPENING$ J -- TYCO WN ANLI1GIl LONNCGT EACH RIDGE VEN'i GOLDS FROM RE TD AlLJOW FREE NLJOIBI$L'ONNF_CTFD TOAFL 06111 C xx HEADER OAF SUPPORTED WIT!Ifi" MSTA.IU bIN' B"lfiyn STRAP ANU JACK STUDS BARER TU PLATE OVER SUGE TO IR PAS A THE PROPER^FEF- CONIVFLTOI: _ �� ] OF ROOT_ IFABLE. TO�IAW FOR SHRINKAGE tlFREDUCE BLIMP OUTS HEADERS ON 4IL OPENINGS 'LATEIWNL S�TI1� 6Tllp PLATO AVCHOR�CONNCCI OVER CONFORM IO`LOPE Enr,H sruD Um SILLPATE BERMIlE6HIElO SD LAGI(EI �H '�' J "� _� SBFiFLJCR -WOOD JO&T6 PIP CONE FU'JNDgNION A LIJNC SLAP OI! NEOPRENE DAMPPROOF EXTERIOR EMIL POIY CASKET \ T vp /'rn mNllrvuous woep PLATE GMII POLY ON EXTERIOR GRANULAR FILL - -- - � \ - �� 1 STEEL GOA NMN- P _ BOLTED TC STEEL 48 WIH \ IlJ DIA eoL'r- e eR o rP srAc Ex CONI STAR �' c 1 / g RUFF JncI< �-V� n I_i 1 x GOMPACF FILL a L T I "� _ STEEL BCAlI �T L4" r e" 'uTC-EL FEYWAY FOOTING C V< ROOFING LAPS .F i TOP AND OOTICI'1 PLAIT LONC FTG ,1 _ FLAOLNGAT /.� \\ �_ / -�S.9,Afi.,., +�.I tt d G .QNGHOR♦30LT COIVNECT ON USE WITH 3m SQUARE WASHERS SIDES AND TOP l - i wRH U:" r e" ANCHOR BOLT ANCHOP / P USP I BP6EBORDPPLE T�= T Tr Id" IPILL (> RFIIVFORDINGHAR ��y I ` ]" ,I-EL COWHN GRAIN TILE Lr i, BOLT LUNNFCTION EDONUATION 618 DIA ANCHOR COLT \ \ �— _ _- SUPPUltO %11AlIM SPACING RASHINGLAPS I 1C KIPE ! SILL PI ACT TO FOUNDATION ^TORI 11 GO BUFFING AT DOTTOM CRAWL SPACE OR FlT INDATON rWHER CONI DFORSFOUNDATION IURAL BRAPPLYPH ACING SILLPLATP IO 1OUNDA110' TYPICAL BEAM DETAIL WHERE 14EEDED FOR STRACIURAL BRACING INIIV 3"sFFFI COW MN ANCHOREFi FU 11'e21"xl2"LONG RG. _GIEA.L SPACE CR FOUNDATION 2STORIES 3h'OC STEEL / EOTTOM RING (WALL BOTTOM PLATE TO FULINDAIiON 125TL1F11C" 17,DO -- _ IELGB-QN-GRA?EP ". � ROOF JACKS 1 VENTS DETAIL CONC- SIAF TSN'1w.WVJM Y/ \ ODG _�, COMPACI FII L ODOR mAGEDOOR FP.NUE y JN{IST _ USE X6 GLAB FOR RLOCIONI - STEBI B-fAM PI PLATE SLOPE 1/T FlIR6Pn � � WI 6X6 WMM t' 4pRIVEWAT G - L NOTCH IOISTANOAD IRS FREIGHT / �.. lV - � AF CIJD 4NO �ldl/'° INUTHANAII INC PLdIF IF FEE 'F L'RAUE��y -r --. SDL6OFWOOD _!" " p OBE nPROX /2"ORII1GIIrR THAN iGu vB ,'� BFAMS (FNETEE6EAPFINO LO KECPRJ016T 3'A GN U F �Y'JY C t" 6%6 NW A- -0.� - �I+1P ITl [A . 9) A MIIV �eA REINFORCINGGAFt NOTCHFEAMFORMUDSBLlFREOUIRED-MAXIMUM o " TIIJ (= ABF-DO ^IL c RCINFORUNG BAR INOTGII EQUALS CA DEPTH OF BEAM p , � � —6 nlww FILE - ] ` " � Iz' SHEET METAL I ITS FE IT UNDER READ AT PDINr 1T- �IOISI '!1�" + `"" " 17�P� OF CONTACT WITH CONCRETE OR CONC 91 OCK �m� ItP 1iIP - PTFLBEAM TYPICAL CONI MONULIIHICFOUNDATION IfEINFOF(LC WITH(2)WTI REINFORCING RAFLS THICKEN SIABR BENEATH BEARIIDO WALLS ABU GUWMNS ��\ � SHIMS IOLEVEL BEAM I REINFORCE FOOTING WITI I I211I I REINFORCING RAN 5 a' '` MINIwuM BEanlyr.aurzrgcE FORWOOD BEAM DOOR BLOCKOUT \ PLAIEIBpLT6D(O BEAM -- - - - - � BEAM POCKET ADDITION 320 BROADWATERS RD., CUTCHOGUE, NY P'' SCALE Q. of rj November 06, 2004 I/4^ _ I.0" 1 JD/MH G �1�1 ,4� NOTES NADUNG scwE®LLE WIND FRAMING NOTES - PLAN C_ ONTENTS: 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OGNPANC'Y CLASSIFICATION rR3 RESIDENTIAL 1-114"x 26 gauge strap shall be adlorhed to each pair of orders In accordance to table L 4 NAIL NAIL - ,IOINT DESCRIPTION NOTES BUILDING L5E RESIGENTIAI_ DWELL NG -- - When a cellar ne is useJ In leu ala ritlye strap,the number of+Oil common nails reypred CITY SPACING arn Bud fine UILD NG GHT 1).The mRarrab nCONSTRUCTION NOT ES'basic design 2)eRAFTGR-TOWALL ASSEk1DLV rxreed the mbulattd numberof➢d nails In the strap TOOP PLATE - 10RTO 1WALL 4-0A COMMON RAFTER GOMMON EACH TOE-NAIL TOTALS. FT, OF CONSTRUCTION 3141�.P intent and framingdlnls Thy ocemtendeda onstmtion aid,not a substitute Lateral Gamey and shear wall conneclods`ut rafter,ceiling or truss to top plate shall be in CEILING JOIST B'WALL:3-BV COMMON DeulI TOE-NAIL PRESCRIPTIVE AS PER N.Y.S. RESIDF_N71AL CONSTRUCTION COD- AND for generally accepted good building practice and comp)alae with current New York accordance In table 3.3 Who,a eager or ITSS do not fall m iso with studs below,rafters TO TOP PLATE I0 WALL 4-➢d COMMON JOIST DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MAC nD Slate builtlrt10 Botles The General Contractor Is resppsrble for provldmg stantlartl or trusses shall be attached to the avail lop plate and the wall tap glade shall be attached In CEILING JOIST r0 AS PER TABLE 3 7 EACH FACE - _ rI NLAL— conatmcdon details and procedures to ensure a professionally finished,structurally the to the..It slut wJh u,fit maaSStlons Bluffs overhanging the rake s,do of the building PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER ELOOR PLANS GR055 SECTION AND YENERAL NOTES sound and a weatherproof completed product shall be,connected with uplift connections in accordance with table 13, CEILING JOIST LAPS d,5 PER TABLE 3] EACH FACE FxT. BALCONIES g0 OVER PARTITION WFCM-SBC LAP _ NAIL DECK5 4O 2) The General Contractor is responsible for ensuring[hot all wod<add conslmclion 3) WALL-TO-WALL ASSEMBLY _ meets current federal,stale,county and local codes,ordinances and regulations, to Wall studs above and studs below a➢our level shall be auuched with uplift connections m COLLAR TIE AS PER (AGUE 3 4 EAC'I FACE ATTICS w/o STORAGE 10 Thgs.codea arc lohemnsidered as partoflhespepftr.tenns forlhiS bundmg and accordance with table 33b When wall BEEN above do nut fall in line with studs below,the TO RAFTEF WFCM-SBC END NAIL ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS Should heartened to even i!m variance wnM1 the plan. rstudsechristen shall e r nached to a common membenn the Floor assembly wnh uplrft connectors m BLOCKING EACH TOE ROOF (GROUND SNOW LOAD) 2-➢d COMIWON (LIVE LOADS PSE) 45 ) WALL wdh table 3 3, TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 31.Dimensions shall take prered.nl over scaled drawings RIM AFTER EACH f_Np (DO NOT SCALE DRAWINGS) 4J d.11 leASSEMBLY TO FOUNDATION to the TO RAFTER 2-Ifid COMMON ENO NAIL ROOMS (SLEEPING) 30 Forte,[a studs shall he ry all have a the foundation,atioq sol plate,orrnchesi Fiat eenlh upllll - STAIRS 40 4) The designer has not beenengaged for with MoSrlipnns nNlcen and assumes no foundation Steel straps shall have a minimum embedment of torches In connote. WALL FRAMING:matter 20C acceleration) sbody for mnstmhen,techniques withuenceplans,nor responsibility ifm for foundation In aslab-on-grode,15inchesmmasonryblandift n,,Smrndahps are lapped under - _GAURDRAILS (ANT' precautions means,methods,techniques,sequences,or procedures,arras safety the plate and nailed macrewashe wdh quit 36.When steal straps are lapped under the JOINT DESCRIPTION CTIL NAIL Y SPACING NOTES EXPOSURE CATAGORY C _ precautions antl programsin connection with the wont there are no warranties fora botdom plate,3 rri1.be Nod .dol washes rait accord nce Is tb Me as harlbolbsIn An Spacing LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION spectgc use expressed or implied Tn the use of these plans Spapng Ia to be spaced arra d be m accoMance to table 3 2a In addlllon to spaang, TOP PLATE TD PER FACE NAIL 2-,fid COMMON (ROOF - FOUNDATION/ _ DETAIL PAGE 4 GENERAL NOTE PAGE anchor bolls are m be spaced belwren 6-12 taches tram the end of a sill plate Bad all TOP PLAfG _ FOOT SEE NOTE 1 — S) Referlo[lie Window and Door schedule for exterior openings ars TOP PLATES Ar 4-16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE _ 61 l he General Contractor is to ensure that mason oro INTEBSECTIONS EA SIDE _ NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE masonry or pmlabracletl nreplanes meets 5) TYPE EXTERIOR it with a LL CON NECTI Inc STUp TD 2T' FAC( Sym.. or exceeds manufacture's sperifiwlmns and apphrable codes Type extenor Shearwalls with v minimum of e are dreadi and 12 a panel a the exterior 2-led COMMON FIRE PROTECTION attached with Rtl common gads at ➢"o c at the genal edges antl 12"u c In the Feld,antl STUD D C _ NAIL (SMOKE 4 002 DEF ECTOR5/ ®d SEE FLOOR PLANS 7) The General ConfuUar is to reason with the owner far alt built-in Idents 1121 itch gypsum wallboard on the interior attached with 5d easier nolle at 7"v c of panel HEADER TO Ifi"O C FACE - such as bookcases,shelving, an Ed COMMON BUSS DESIGN N/A - carry,closets,Ines,etc edges and'0"o c In the field shall be un accordance wnh Ihn length requnements specified HEAOEP, ALONG EDGES MAIL STANDARD SLICK FRAME CONSTRUCTION _ in table 3,5a-b TOP OR BOTTOM 2-16J COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK z 5 RELEASE 8).Windload requirements Brad be taken min account during connlruclion PLATE TO STUD 3-led COMMON PER 2x5 STUD _ NAIL - 6) TYPE II EXTERIOR SHEAR WALL CONNECTIONS FOUNDATION NOTES: Type 11 exterior shearwalls snail meal the requirements of(able 3dandle times the appropriate OM PLATE TOade PER FACE NAIL length adjuStmerit factors in table 3,fi. FLOOR JOIST,BAND JOIST, 2-1Ed COMMON FOOT SEE NOTE 1,2 Ij theGeneralreview plarS, ENDJOISTORBLOCKNc CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heigM1ls of finished Rhode)above typical grade 7).INTERIOR SHEARWALL OONNECHONS FLOOR FRAMING: GROUND WIND SEISMIC FROST WINTER BE" 2).All footings to rest on undisturbed(virgin)soil Allowable sidewall lengths provided In labia 3 14 shoo be p,rrmldea m ne increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVED FLOOD TO 2A 4 2 and 2 galls are used Sheaming anrJ connections shall be ta accoNanre wnh JOINT DESCRIPTION OTY SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEND, RE"T"IM HAZARDS 3) Provide 1l2"expansion joint material between concrete slabs and abutting ''4 4 2`nJ 2 2.4 resyechvely - _ - 11 � �J JOIST TO PER TOE A6 LBS. 12a B SEVERE 3 FT. 11 NONE concrete or masonry walls occueng In extenor sr unhearetl mrenoi areas B) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP N ATE OR GIRDER 4-ed COMMON ,JOIST NAIL MO ft MOD RATE 4) Any new concrete walls being anached to mnstmy concrete structure shall Header and/or girder com,ectisns shall be adacM1erJ with uplift connections In accordance BRIDGING 2_Rd WMk10N EACH TOE - be installed wnh R4 re-bar,1➢"In^gat 12"o c Use approved epoxy for installation with kohl.3 5.Window s111 plates shall be have Steel connectors in accordance wnh table TU JOIST 35 END NAIL BLOCKING EACI.I TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 5) blies otherwise noted,all slabs mi grade a wire a me p Bain Conmpar I rte beCAN TO JOIST 2-➢d COMMON END NAIL -- - -- 9yl are.IEDRAL CEILING ASSEMBLY -__TO - NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES LOADS- traded on 41nch thousand or gravel fol with 6x6 rvrze mesh reindnrring Interior slabs Whore a edge is to be used as a slmcwral beanT,We rafters shall orther be nolrhed and BLOCKING TO EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD to be minimum 3-1l2 tach thick 3-Ifid COMMON @ _ _ @ Sentened on tap of the beam or slope connectors Shall be attached to each afthp-to-ridge SILL OR TOP PLATE BLOCK NAIL _ 4'PERIMETER EDGE ZONE ad COMMON A"O C Bit COMMON 6"O C SEE NOTES 1,3 6) Crawl spaces to be provided wM a minimum 1B"x24"access panic, install ane along the open ceiling part of the building.Connections ro the edge and wall shall be be LEDGER STRIP EACH FACE --- 8x15res!Jose mundabnn vent for every 166 sq If alone - JOIST ONEEDGER JOIST NDIC GABLE ENDWALL RAKEAND RAKETRU55 ed COMMON etl COMMON C SEE NOTES 1 (BOTH FIELDS) attached with the above requirements TO 3-'fid COMMON Rd COMMON tif O C Btl COMMON 12 NOTE 2 FOR PANEL FIELD DECK AND COVERED PORCH NOTES: Ed COMMON @ '_o_c _ seeNDT_Es 1,3 7) pamppmof exterior of foundaticn with bituminous coating as per section R466 of TO BEAM JOIST _ NAIL N V 5 Residential Construction Code A 6-tall polyethylene film shall be applied over T Uemse olhervvse noted,all framing material to be 41 ACO pressure treated lumber BAND JOIST PER ENO the below grade portion of exterior walls Puerto backtillmg All fasteners,hangers and anchors In be galvinzed or stainless steel 3-1Gd COMMON NOTES _ TO JOIST _ JOIST NAIL 8) Drainage as Ver Barren 8405 of N Y S Residential Gmethorbon Code 2) Graders mrderk daises 1.be bolted 1.each post wnh washers and oats BAND JOIST TO PER TOC NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY - 2-i 6d COMMON '— Bidders nn concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE 1 1) For road shealhing within 4 feel of the perimeter edge of the roof,including 4 feel on Bach side of the roof peak, FRAMING NOTES Into concrete with a mmTmnce 112"de x 1"long amend boll with washers and nate ROOF S I N m.n mal perim.t.r ease gran a6aenmem,engnlrea 51,a11 booked 1) All frarmng?Srli... ues Bud methods as prescrpime design of 1905 SEE I fee Wind 3) Posts supporting gird.m shall be anchoreJ to a 12'x 12 at 2"thick...deet.fault. ,IOINT DESCRIPTION NAIL NAIL Edition Wood Favored Conelrocngn Manual g OTY SPACING 2) Tabulated 12 inch r c and spacing assd mos sbeatmng attached to rage,/buss fmming members wit.Gi 49 Use a minrmua.112"rata x 7"Ion,anchor holt with washers antl nuts Flardi Shall be 3 it For framing members with<042<G<0.49,the nail spacing shall be reduced to but o c below grade Por rhos win covered roofs shall have l2'dm rancrere iem for the Irdem AS PER TABLE 3 2) Unless o[herwlse nuteJ,all framing and slrucmTal wood material m be N2 s BTR p 9 STP.UC THRAL PANEL ed N/FCM-SBC Douglas Fit f 3) Tabulated 4 rush o c nae spacing assumes shealhing to rafter)truss framing members with 6049 For 4) Deck joists to baa.hooking at B'0 s c. CEILING SHEATHING_ : fmming members wild 0 42<G10 49,the caul sparing Snell remanded 1.3 inches.c 30) Floors,walls,ceilings and rafters to be spaced at 16 orches o.c.unless nMnd 5) A tar bro�m of 16 mch flashing shall he installed between the buildre,nml ledger NNL NAIL iherwne. where needed JOINT DESCRIPTION egenederaemnealantiitdmgwar,l2 ala boltacap,washarsaddcuts D SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Unless othpwiee noted,all beading wall hewers ll en(2)2xH)92 s BTR Doug Fr GYPSUM 7" 0 C EDGE GJ COOLERS - Bearing wall headers to have e(3)jh surds and d(tall length studs on each side of all WALLBOARD 10 O C FIELD 611EATHING LOCATION NAIL SPACING NAIL SPACING Al"INTERMEDIATE 6) Concrete peers shall be a minimum 6'above To NOTES cludde gs LVL headers a have(3,chastuds and(2)full length studs on each Sitle of AT PANEL EDGES SUPPORTS IN THC PANEL FIRO apenegs eearieg,1111 window rad chat also have(2)between pII plains tar 2.4 wall WALL SHEATHING_: — openmgs belw.en A'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).Addida) to be cuppodetl with hangers and anchors Each Joist shall also be anW,oro'1 --T' "AlyLNAIL NAIL EDGE ZONG Rtl COMMON @ 6"O C ➢d COMMON @ SEE NOTES.1,3(BOTH FIELDS) D5) In ggdcrjs) TION _ NOl[ 2 FOR PANEL FIELD and binclang where applicable OTYSPACING INTERIOR ZONE ➢d COMMON @ F"O C. ed COMMON @ 12"0 C SEE NOTE 3 B) Cweretl Roofs shall be assembled and anchor eJ the same munn.r as t icor buddin AL AS PER TABLE 3 95) Ar nosh bearnslheaders to be Installed with heavy Jury 0alvinizetl M1anyers and - a YP g ➢ OMMONanrh.,whereapplcablemancareconniti PLUMBING NOTES 1"00WFCM DGENOTES 3"nc -SBC6) Double a n^oi ours and or walls that run j to y g g per N V 5 Reidential fir!WP 1 paifind f to the door aist and under bathtubs 1) nnowater sir drama c and venlig to he Installed as 6"O C FIELD T'IESE NOTES ARE ONLY TO BE 12EFERRED TO IF MENTIONED IN SCHEDULE IVOTFS OIVLV Flops a have ceramic rile melelled shall be v.rrfied tar proper load capacity unless nnred CsnslruUion Cotle7" O C EDGES ) g within 4 feet of the corners,rhe 4 font etlge zone attachment ho unemencshall on plans' 5tl COOLERS1 °or wall sheathinD 10 OC FIELD he vsetl. 2) V.nfy at,,system wnh the Engineer far Stra lk County I-leaith Depaamedt apymval 7) Persda bloclnnghailging in ooarjoisla at B'0 ac Use soled blocking in nooejpnls FLOOR SHEATHING: 9) Tabulated l2 inchor ran spawn,assumes sheathing allachedeswtl(retain me Hors with under all hearing walls. 3) If wall Surds,ytalea oraoists rare wl out during mnlallahon for pry plurtubmg related wrnk' ,IDINT DESCRIP110N OT1Y SPACING G>9 49 For harnmg members with 042<Gq[lin nail spacings shall be reduced m mch pmmde adequate bracing and plates to protect and secure Lha au reduce Ven ly with the as ➢) Provide Insulation beiges at caw venin between ragem.Install dealt binclang as score code and manufacturers recommendation for rtmxunum hole s¢s and spacing VermM1_Ied STRUCTURAI.PlUVELS 5"O.0 EUGE 3) For extenor panel siding,galvlrizetl box vans shall be permitted m be substiluded r common gads needed HVAC SYSTEM NOTES Ba cDMkIDN 1' OB LEss c [1'2"" 2 O c FIELD 9) X exterior Sheathing rimed, a PlYwi,and wvlo d to co a Friedman112' andiuk,4-pry Fr 1) Mechantral submut aelgns responsible for adhe=ring to all applicable codes and safely NOTES: WALL LL LE � CDX exterior shealhiny gratle plywood Plywood to cover over plates and heatlers requnemenL W THESE NOTES ARE ONLY TO BE REFERRED TO IF _ 1e) Unless otherwise dared use 3/4" ewe T8G PTS Firer Aished ch rte be ined stalled 2) HVAC submal ecdor IS m fully sustained,all system data and requirements'vnlh the MENTIONED IN SCI HUDDLE NOTES ONLY NEW WALLS overadhS tl with as per adhesive and srrewatti to goer joists Finished boor.be installed equipment supplier \ ' over subgoor as per manulacmre'S ms'buclrons 1) Nailing requirements are based on wallshealMnO 11) All aammom wells m have a ththi k typo e-ropsrant shurtthen Garage walls and 3) HVAC suhctelFr tar to provide final system layout allowing and Subirnt it to the General nailed 6"onaei ter m the panel edge If well sheathing ENISTING WALLS \/ \ redings and over furnace a have SI➢"thick type-x sheetrock All other ass of build Contractor and owner for final review and approval Is nae ed 3"on-rentat at the panel edge m obtain rundu higher — — — — p q - - eShear monno eatheee,^mbngreq ondereaccomprodonl WALLS TO BE REMOVED C .o have regular 1l2"sheetrod< All walls m be rupee and finished ELECTRICAL NOTES: memnps shall be doubles,or allernam connectors, such as shear plates,shall be used m maintain Fred path 12) All roof with a pitch less man 4 12 shall be Installer! mailanIce 8 Water homer an 1) All elecmcal a be Installed as I Y.5 Residential Construction Cade approved equal Flat roofs shall be applied with a Firargles base sheet with a^EPDM 2).When wall sh.athmg IS'continuous over connected mmh down type material over 2) All elecmcal venrlr shall be approved by a quakfiud Undpwn:er . hen wallthe Ishumred ns coatiumbeir of gads shall be connepermittcted to be reduced t.l-16d nail oar foot. beI st sill plates and wood msket an with-dexConcrete n be pressure prole d Sill plates m 3) Install Smoke Je lC.rs and Carbon Monoxide del.rlps throughout as per section 12917 be mstalleJ with a loam sell gasket and cup-r-lerz tennne shield or approved equal. of N V 5 Residenlol Cons[mctlon Code ADDITION 320 BROADWATERS RD., CUTCHOGUE, NY PC SCALE OF G:/ November 06, 2004 I/4TT = Ib" JD/MH