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2010-188 44Abii TOWN OFQ UEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20100188 Date Issued: Friday, July 09, 2010 This is to certify that work requested to be done as shown by Permit Number P20100188 has been completed. Tax Map Number 523400-315-007-0002-049-000-0000 Location: 3 PAULS Way Owner. ANDREA & MICHELE LAFASCIANO Applicant ANDREA & MICHELE LAFASCIANO This structure may be occupied as a: Deck By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 114 property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100188 Application Number. A20100188 Tax Map No: 523400-315-007-0002-049-000-0000 Permission is hereby granted to: ANDREA &MICHELE LAFASCIANO For property located at: 3 PAULS Way in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ANDREA &MICHELE LAFASCIA 3 PAULS WAY Deck $8,000.00 QUEENSBURY,NY 12804 Total Value $8,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency INNOVATIONS & RENOVATIONS TONY AURILLIO 788-2159 NY 12804-0000 Plans &Specifications 2010-188 144 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,June 02, 2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensst.ryVNV, sday,June 02,2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement `� FFICE USE ONLY t.• •!' / 1 2 ��.—/17 , ,! TAX MAP NO. PERMIT NO. - a � '�1 )010 FEE PAID BLDG.&CODES APPROVAL J «... .. . ., �,._..m,. ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. e OWNER: #/N t'/ /4 Rol 5 RV)SCl j INSTALLER/BUILDER: IN/VOW/PO/PO MS 4 o oy7 S ADDRESS: 3 rPC' V 1-S �?£A)47 C;y ADDRESS: t7 p Q (-ro,s-9 u(yy / -u/e I tL 0) PHONE NOS. ( t CP " ©9 gS(�1, / PHONE NOS. I d 5 '' // J 1 LOCATION OF PROPERTY: 3/1--#17 C SUBDIVISION NAME: 1--k SOr) POI JUT LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 71 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ 00 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? Ye S IF YES,PLEASE LIST: E (STIDECK CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: 1ST FLOOR 2ND FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION SQ.FT. SQ.FT. Q.FT. HEIGHT FT.&IN. OPEN PORCH �X T- s loj ci DECK (99 3 SEASON,COVERED OR ENCLOSED PORCH* BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm s •-rt: { • am/pm Date Inspection request received: 7/-7-/70 Inspector's Initials: _,..01111b NAME: �- S C- r U PERMIT#: JO 1 LOCATION: a -• DATE: TYPE OF STRUCTURE: j C. Comments 11.2 1 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location A N .( 6'J ; r 61. Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches �% ,ca Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers ? /�— Z S� Guards at stairs,decks,patios more than 30 inches above grade d Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches r I Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area , Crawl S•aces 18 inch x 24 inch access 1 -•.ft.-150 :•.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Butt Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C I 0[Temporary/Permanent I L:\Building&Codes Forms\Building&Codesslnspection Forms'Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 -�� ///7(/// .66, Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Delo' Olenam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6,1519_ NAME: C 1 CD PERMIT#: / /Ke LOCATION: Gjv < A IL _ INSPECT ON: --- TYPE OF STRUCTURE: Comments Y N N/A Footings o ethic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM In o rod LOT 16 -SOur ld LOT 17 p"po"k, rouon LOT 19 x455"q to..rod S LOT 49 26,696'1-SQ. FT. S E 'KA� LOT 46 .J n"�3/C 4 i DEED REFERENCE: 161 ROBERT!:. McDONALD ANDREA 4. &MICHELE M. LAFASCIANO DATED S PTEMBER 29, 2000 BOOK ll*!,' PACE 319 MAP F'_:'FERENCE: MAP ENTITLED "HUDSON POINTE P.I.I.D. SIE PLAN" DATED M/Y 1994, LAST REVISED 3/16/95 PREPARE BY VANDUSEN &STEVES, LS FILED IN "HE WARREN COUNTY CLERK'S OFFICE IN PLAT L;ABINET EL SLIDE 43 NOTE S: cis 1) THIS SURVEY WAS PREPARED WITHOUT THE BENER OF AN ABSTRACT OF TITLE AND IS THERE )RE SUBJECT TO ANY EASEMENTS, COVER.NTS OR RESTRICTIONS OF RECORD ANY S-ATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. 01, se, ,q of o�served or believ I saw evic wells,t,f'e��,Teficcs,e 2) UNAUTIORIZED ALTERATION OR ADDITION TO A SURVE`( ailublem,;Ud-,a:: hi, rel3fe- A Ltd,1 h." MAP 2(ARING A LICENSED LAND SURVEYORS SEAL IS A I also re'Ve VIOLATION OF SECTION 7209, SUB—DIVISION 2, OF THE NEW Y(-,RK STATE EDUCATION LAW, oIp I tar. 3) ONLY ('OPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH All ORIGINAL OF THE LAND SURVEYORS SEAL SMALL BE CONSIDERED 1*0 BE VALID TRUE COPIES- u 113NATURE IPEREP'CERTIFY TO: 1) ANDREA H. &MARIE M. LAFASCIANO 2) TRUSTCt BANK NATIONAL ASSOCIATION, IT'S StXCESSORS AND/OR ASSIGNS. 3) OLD RU-0BLIC NATIONAL TITLE INSURANCE comi-ANY 1HAF P'S MAP WAS PREPARED FROM AN ACTUAL FIELD MAP OF A SURVEY OF LOT 49 HUDSON POINTE SURVEY COMPLETED ON FEBRUARY 12, 2001. THIS SURVEY AND THE CERTIFICATIONS HEREON SHALT. BE MADE FOR VALID ID C!;Lf TO THE PARTY OR PARTIES HEREON NAMED AND ARE NOT TRANSFERABLE TO ADDITIONAL INsn-.HTIONS OR S' 9 QUENT OWNERS. OTHER THAN AS MA(OE OR AYDREA IV (p_ MICHELE M. LVASCIANO U SE V,0,TFD HEREON. PO cF�0, TOWN OF COUNTY OF STATE OF NEW YORK I z',zs. j, rf DAVID J. BOLSTER AD TER LICENSBD LAND SURVEYOR I 'E� Y �_001 )A'E� F F 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839 413 DATE; FEBRUARY 26, 2001 1 SCALE: 1" = 30' N.Y.S. LIC. NO. 49534 DWG. 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' � F `�` , '�Iaki ♦ "„�. c moi' a ,7C!S�'-� . r�� v.- 9 ... l Ii wt ``.. K 'p,.•S,• �{may. y9 �1,� ?�` ai �{'n S+�p.,tiya� � ., i `i vt A USTOM DESIGNED PE K APPITION FOR: ANVY 4 MICHF.LLM LAIwAs C IAN4: DENGNERS OF FINE HOMES SINCE- 1908 � WI, IA DFSIC�NE INCORPORATED Q pl JUN O 1 201 TOBUI�DI �D& c0®ES Y ENSBU TOWN OF OUEENSBURY Elllll_'::�ii�u UF�r ',^FNT Based on our limited examination, compliance with our comments shall not be construed as indicating thF ulan" and specifications afe in full compila c F khe Building Codes of New York State. it 5013 GLEN STREET -GLENS FALLSmNEW YORK -12801 OUSr= F X4P (5 1 8)ISO-SO I TILE COPY TOWN OF OUE NSB BUILDING & D D Reviewed Dy:// - Date:1Z COPYRIGHT O 201 O BY WILLIAMS S WILLIAMS 1;)E5IGNERS. ALL RIGHTS RESERVED, ALL WILLIAM5 3 MILLIAMS DESIGNERS' PLAN5 HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED. OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAM5 d 104ILLIAM5 DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TH15 DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION "7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS 51-10104N. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS d WILLIAM5 DE5IGNER5 OF ANY D15CREPANCIE5 BEFORE WORK 15 PERFORMED. 104ILLIAM5 i WILLIAM5 DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 052110 PAGE C 0 V FM R i?RANN MY: JG RE\11510NS/PATE: APPRESS: 5 PAULS NAY QUEEN55URY NEW YORK SEAL: 'RAY 28 Lwl i■i i:i i:i i:i 11411 i:i I i■i I i•i FLOOR PLAN SCALE: 1/4"m V -OI' C 2PYRIONT O 201 O DY MYLLIAMO 6 MWI.IAM* DMSIONERO. ALL RIOHTS RESERVED, ALL MILL.WAMS 4 MYLLIAMI& DE"NERS' PLANS NAVE SEEN REfISTERED MYTH THE UNITED STATES COPYRIGHT OFFICE, THIO DRANIING 0 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED POR CONOTRUGTION MYTHOUT THE AXITTEN PERMISSION FROM MYLLIAMO 4 MYLLIAM* DESIGNER*. UNAUTHORIZED ALTERATIONS OR ADDITION& TO THIO DRAPING 10 A VIOLATION OF THE NEIN YORK STATE EDUCATION LAMI, ARTICLE 149 SECTION T 20-R. DO NOT SCALE THESE DRAMYNGS. THEY MAY NOT WE TO EXACT SCALE. USE ONLY THE DIMENSION* SHOMIN. OV*Wt AND CONTRACTOR OHALL CONSULT ALL APPLN3AW.E BUY.DING CODES TO ENSURE THAT PLANS AND DITAILO CONFORM TO ALL REQUIREMENTS. THEY ONALI. VERIFY ALL DIMENSION* DEFORM PROCEEDING MYTH CONSTRUCTION AND *HALL NOTry MI WAM* Y VMLLIAM* DESIGNER* OF ANY 0IOGREPANC11:6 BEFORE MIORK 0 PERFORMED. Mm I.IAMO i MYLLIAMO 0E61"BRO SHAW NOT S! RESPONSIBLE FOR ANY ADDITIONAL COSTO OR STRUCTURAL PROD1.EMS RE*ULT1N* FROM FAHAAN TO FOLLOMI THESE PLANS AND OETAY.S. PLAN NO: 0520710 P/4GE 2 of 4 VRAM BY: JG ItrIYlslONS/VATL: Aoc"kEss: s PAuLD V4AY QUCCNSdu1RY NEW YORK DEAL: r c(P Lu }� w `� d Lu �N z LL O 40 ul lu Ln W OQ DEAL: FLOOR, ROOF, WALL SHEATHING COPYRIGHT ® 2008 BY WILLIAMS A WILLIAMS DESIGNERS. ALL RIGHTS RESERVED. 1- FLOOR- 3/4" TAG 0.5.5. (ORIENTED STRAND BOARD) PLAN NO: ALL WILLIAM5 A WILLIA111,45 DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE 2- ROOF- Y2" 0.5,8. (ORIENTED STRAND BOARD) NAILING SCHEDULE TRU55 A BRACING DETAIL UNITED STATES COPYKIGHT OFFICE. TH15 DRAWING 15 AN INSTRUMENT OF SERVICE 3- WALL- 7/ 16" O 5 B (ORIENTED STRAND BOARD) O WL 05 s 1 O AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION INSULATION (UNLESS OTHERWISE NOTED) SPACING OF FASTENERS WITHOUT THE WRITTEN PERMISSION FROM WILLIAM5 A WILLIAMS DESIGNERS. TO DO 50 1- CEILING WITH ATTIC. SPACE ......................... 12" THICK R36 KRAFT FACED --- 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR 2- SLOPED CEILING WITHOUT ATTIC SPACE .... SY4" THICK R30C KRAFT FACED --- ADDITIONS TO TH15 DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, 3- EXTERIORWALLS.........................................6" THICK R 1 41 KRAFT FACED/POLY --- ARTICLE 1 45, SECTION 72041. THESE DRAWINGS ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................6" THICK R 1 41 KRAFT FACED 161, O.G. PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENTWALLS........................................3 Y2" THICK R 1 1 POLY --- STUD TO SOLE PLATE, TOE NAIL NOTE: ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE --- THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM WINTER WARM SIDE. 24" O.G. STANDARDS OF CONSTRUCTION. THE DRAWING5 SHALL GOVERN OVER THE NOTES IN WILLIAMS A WILLIAM5 DESIGNERS SHALL MAKE THE INSULATION INSPECTION. UPON 5ATI5FAGTIO 24" O.G. ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWING5 ARE FOR A SINGLE WE WILL POST THE ENERGY GORE CERTIFICATION ON THE ELECTRICAL PANEL BOX. 161, O.G. KESIDENSE. MISCELLANEOUS --- BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 1- EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR --- THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. 6" O.G. CONSTRUCTION METHODS OR TEGHNIOUES, OR PROCEDURES, OR FOR THE 5AFTY 2- I.G. LABELED RECESSED LIGHTS REQUIRED IN INSULATED GEILING5. --- PRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY 3- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. 16" ALONG EACH EDGE OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT INTERCONNECTED FOR 51MULTANTEOU5 OPERATION AND HAVE BATTERY 1 6"ALONG EACH EDGE THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTS. BACKUP. MINIMUM LOCATIONS: --- CONTINUOUS HEADER TO STUD, TOE NAIL A- ONE ON EVERY LEVEL --- IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION B- ONE IN EVERY BEDROOM --- PLANS/DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE G- ONE WITHIN EVERY 10' OF A BEDROOM DOOR IN HALLWAY --- DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE WHEN REPAIRS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT --- CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS A550CIATEP WITH SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED A5 REQUIRED FOR --- PROCEEDING CAUSED BY 5UGH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INERCONNECTED AND --- CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE HARD WIRED. --- DE5I6tNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE 4- PROVIDE INTERCONNECTED G.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, --- CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OK ALLOW REASONABLE THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. " TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE AN INTERCONNECTED G.O. DETECTOR SHALL ALSO BE PLACE IN EACH BEDROOM NAIL EACH LAYER AS FLLOWS: 52" O.G. AT TOP AND BOTTOM STAGGERED. TW NAILS AT ENDS AND AT EACH SPLICE. DESIGNER5 SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL -FIRED APPLIANCES AT EACH BEARING A5500ATED WITH 5UGH DEFECT. AND EQUIPMENT, 50LID-FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES ___I mA FwTEot TIES Te!) itAr=TE1&5 r::ACE hjAn_ AN CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH --- THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW BUILDINGS. THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE 5- CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNTION OF HVAC, VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN AND ELECTICAL SYSTEMS. COMPLIANCE WITH NEW YORK STATE GORES AND LOCAL GORES AND ORDINANCES. 6- ALL WINDOWS TO CONFORM TO AAMA/NWWDA 101 /1.5.2 VERIFY ALL DIMEN51ON5 PRIOR TO ERECTION. 7- ALL EMERGENCY EC -KF -55 WINDOWS AND BEDROOM WINDOWS MUST MEET THE FOLLOWING GUIDE LINES: FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL A- CLEAR OPENING OF 5.7 SQUARE FEET ABOVE OR BELOW GRADE GONTKAGTOK SHALL FIELD VERIFY ALL PREEXISTING STKUCTUAL CONDITIONS A S- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE DIMENSIONS PRIOR TO ORDERING MATERIAL A BEGINNING CONSTRUCTION. G- MINIMUM HEIGHT OF 24" D- MINIMUM WIDTH OF 20" 6- 5AFTY GLAZING OR TEMPERED GLA55 TO BE PROVIDED AT: FOUNDATIONS A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 41 SQUARE FEET 1- FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 45" BELOW B- BOTTOM EDGE LESS THAN 16" ABOVE FLOOR GRADE. ASSUMED 501L BEARING LOAD 15 2000 PSF. (GROUP 1 SOILS -GW, G- ONE OR MORE WALKING SURFACES 15 WITHIN 36" HORIZONTALLY OF THE GLAZING DESCIKPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,c,d SPACING OF FASTENERS J015T TO SILL OR GIRDER, TOE NAIL 3-6D --- 1 x6 SUSFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-6D --- 2" SUSFLOOR TO J015T OR GIRDER, BLIND AND FACE NAIL 2-16P --- 50LE PLATE TO JOIST OR BLOCKING, FACE NAIL 16P 161, O.G. TOP OR SOLE PLATE TO STUD, END NAIL 2-16V --- STUD TO SOLE PLATE, TOE NAIL 3-6D, 2-160 --- DOUBLE STUDS, FACE NAIL 1 OD 24" O.G. DOUBLE TOP PLATES, FACE NAIL 1 OD 24" O.G. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 5-16P 161, O.G. DOUBLE TOP PLATES, MINIMUM 46" OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA 5-16P --- BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-5D --- RIM J015T TO TOP PLATE TOE NAIL 6D 6" O.G. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10P --- BUILT-UP HEADER, TWO PIECES WITH Y2" SPACER 16P 16" ALONG EACH EDGE CONTINUED HEADER, TWO PIECES 1&V 1 6"ALONG EACH EDGE CEILING JOISTS TO PLATE TOE NAIL 3-5D --- CONTINUOUS HEADER TO STUD, TOE NAIL 4-6D --- C,EILINGwJOIST. LAPS OVEK PARTITIONS FACE NAIL 5-100 --- GEILING J IST TO PARALLEL RAFTERS FACE NAIL 5 -lop --- RAFTER TO PLATE TOE NAIL 2-16P --- " BKACE TO EACeH 51UP AND P ATM_ FACS NAIL2-6D ACCORDANCE WITH ACCEPTED ENGINNEEKING PRACTICE AND ACBE 7-02 (AMERICAN SOCIETY --- 1 "x&" SHEATHIN& TO EACH BEAKIN&. FACE NAIL 2-6D --- 1 "x5" 5HEATHIN& TO F_ACH BEAKIN&_ FACE NAIL --- NIVEK THAN 1 "x8" SHEATHIN& TO EACH BEAKIN&_ FACE NAIL 3 -SD --- BUILT-UP COKNER STUDS 10D " BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 1 OD NAIL EACH LAYER AS FLLOWS: 52" O.G. AT TOP AND BOTTOM STAGGERED. TW NAILS AT ENDS AND AT EACH SPLICE. 2" PLANKS 2- 1 6D AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL 4- 1 6D ___I mA FwTEot TIES Te!) itAr=TE1&5 r::ACE hjAn_ 5-80 i --- 1- PROVIDE WEB BRACING A5 PER MANUFACTURER'S AKCHITECTURAL TRUSS SHEETS 2- 2" NOMINAL LUMBER 3- BOTTOM CHORD TO HAVE CONTINUOS LATERAL BRACING AT A MAXIMUM �i .�' �: INTERVAL OF 1 D'. BRACES TO BE SECURELY ANCHORED INTO SOLID ENV 4 OF 4 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH ENDS. DRAWN SY: 5- ROOF SHEATHING TO HAVE STAGGERED J015T5 AND FASTEN PER NAILING JG SCHEDULE. 6- 5HEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 5 SHEETS PER 2 TRUSSES DURING CONSTRUCTION. 7- LAP ALL LATERAL BRACES MINIMUM 2'. REVISIONS/DATE: HANDRAIL/GUARDRAIL 1- PROVIDE A 3'x3' MINIMUM LANDING EACH 51DE OF AN EXTERIOR DOOR. EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER R15EK5 15 LOCATED ON THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 2- STAIR KEOUIREMENTS: a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT. b. ALL 5TAIRWAY5 MINIMUM 36" IN WIDTH. a. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. d. MINIMUM HEADROOM GLEARANGE OF 6'-6" FOR ALL 5TAIRWAY5. 3- HANDRAIL KEOUIKEMENTS: MUST CONFORM TO K511.5.6. fj a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. b. KEOIUKED ON ONE SIDE. a. MUST BE BETWEEN 34" AND 36" IN HEIGHT. d. MUST TERMINATE AT WALL5 OR NEWEL POST. 0 e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER. f. HANDRAIL TO HAVE CIRCULAR CR055 SECTION WITH GRIP 51ZE 1 Y4"-2" 4- GUARDRAIL REOUIREMENTS: a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DEGK5, OR KA15ED FLOOR SURFACES MORE THAN 30" ABOVE OR BELOW GRADE. b. MINIMUM HEIGHT 15 36", AT STAIRS 34". 1 a. LE55 THAN 4" BETWEEN BALU5TER5 OR HORIZONTAL RAILS. d. LE55 THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND 4' BOTTOM RAIL MEET. GP, SW, 5P, GM, SM) 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 D- TOP EDGE GREATER THAN 36" ABOVE FLOOR E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD WOOD STRUCTURAL PANALS, SUBFLOOR, FOOR AND WALL SHEATHING TO FRAMING, AMC) PARTICLEBOARD WALL 5HEATHIN6 lu HORIZONTAL. 3- BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 25 DAYS, OR 41- PROVIDE A 30"x22" ATTIC, AGGE55 IN A HALLWAY OR A READILY AGGE551BLE AREA, NOT IN A STANDARD CLOSET. z INTERMEDIATE SUPPOR 5/ 1 6"-1 /2" 6D-SUBLOOK, WALL 6 12f SD -ROOF 1 1 /6"-1 Y4" 1 OD COMMON NAIL BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED. 10- PROVIDE AN 16"X24" CRAWL 5PAGE AGGE55. Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 1 41/52-1 " SD 6 12f 6 4- MAXIMUM UNBALANCED BACKFILL HEIGHT- 7'. CONCRETE 1- CONCRETE STRENGTH TO BE A5 FOLLOWS: 1 1- PROVIDE 5/6" TYPE X FIRE GODS GYPSUM BOARD ON GARAGE GEILING, BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. PROVIDE Y2" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL COMMON TO HOUSE AND GARAGE. OMAI _ p d1 200 1 1 /6"-1 Y4" 100 6 12 COMMON NAIL; 1 Y4 MUTN THE UNITRD STATED COFYRR MT OFFICE, THIS GARAGE SLABS AND PORCHES, STEPS, AND WALKS: 3500 P51 12- PROVIDE 5/4 HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC, CLOSER VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 P5F BETWEEN HOUSE AND GARAGE. PROVIDE AIR ENTRAINMENT OF 5-7% OF VOLUME. 15- INSTALL ZERO CLEARANCE FIREPLAGE5 AND TERMINATION POINT FOR SLUMP TO BE NO MORE THAN 4" NOR LESS THAN 2". FLUE/CHIMNEY ACCORDING TO MANUFACTURERS SPECIFGATIONS. 14- MAINTAIN A MINIMUM OF 5" D15TANCE BETWEEN SIDING AND FINISHED GRADE. CONCRETE REINFORCING STEEL 15- ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING 1- KESAK SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC, MESH CRITERIA: 5 P51 OF AIR OR 1 O' OF HEAD PRESSURE FOR A PERIOD OF 15 SHALL CONFORM TO A.S.T.M. A 155. MINUTES A WATER SUPPLY SHALL BE TESTED 0 A MIN. OF 50 PSI AIR OR WORKING 2- Y2" DIAMETER x 10" ANCHOR BOLTS 0 W O.G. PRESSURE FOR A MINIMUM OF 15 MINUTES. 3- #5 BAR VERTICALLY 0 4'0.C,. TO WITHIN 6" FROM TOP OF WALL 16- HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY GORE. DESCRIPTION OF BUILPINS, DESCRIPTION OF SPACING OF FASTENERS MATERIALS FASTENER b,G,d EDGES(INCHES) INTERMEDIATE SUPPOR 6 1 2 1 1 /6"-1 Y4" 1 OD COMMON NAIL 6 12 b d(INGHES) Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 4 6 STAIRS ROOFING NAIL; 6D GUARDRAILS AND HANDRAILS 200 COMMON NAIL; 1 Y4 MUTN THE UNITRD STATED COFYRR MT OFFICE, THIS WEATHERIN 5GREW5 TYPE W OR 5 TERMITE 17EGAY 5/6 GYPSUM BOARD, g 1 3/4 GALVANIZED 4 8 � 8 ROOFIG NAIL; 61P NONE 5 0# q O COMMON NAIL; 1 5/5 - 10 4" INSIDE ALL NO 5GREW5 TYPE W OR 5 ui � * At�aResB: m o i 9 PAULS WAY v x QUL'ewsouRY m n NEW YORK KISER SHALL BE A MAXIMUM 6 1/4" MINIMUM TREAD DEPTH SHALL BE 41" r WITH MINIMUM NOSING OF 3/4" AND A MAXIMUM NOSING OF 1 1 /4" ° Q� CONCRETE FOUNDATION WALL 1 7- Ge3MBUSTI,0N AIR RErJUIRZF_MF_NTG,• IF "rwr-_ r- Ie, Nn rnARFsuC,Tlnt,l blt? C,LIPPI IFn WOOD 5TRUGTURAL PANELS. COMBINATION SUBFLOOR UN0ERL4YMENT TeD FIZAMINe* iq 1- DAMPPKOOFING: ASPHALT/TAR TYPE COATING WATERPROOFING: RUBBER/IGF_ AND WATER SHIELD TYPE TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS PROPER AMOUNT OF COMBUSTION AIR PER GORE AT FINAL INSPECTION. 15- GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR RAFTERS HAVING SLOPES GREATER THAN 5:12 WITH NO FINISHED GEILING ATTACHED TO RAFTERS W, AND LE55 6D COMMON NAIL 6 1 2 H/ 150 %a V t- 1 Y40017 HJT OOP DETAIL m 7/8"-1 " 6D COMMON NAIL 6 1 2 1 1 /6"-1 Y4" 1 OD COMMON NAIL 6 12 PERIMETER DRAINS A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. U 1- 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC, TO DAYLIGHT, DRYWELL, 1 9- ICE A WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMUM Z tu to 8- ALL NAILS ARE SMOOTH -COMMON, BOX EXCEPT WHERE OTHERWISE STATED. � Z %I SEWER OR SUMP PUMP A5 501L CONDITIONS AND 51TE DICTATE. OF 24" IN51DE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A m p[ � /X HORIZONTALLY. MINIMUM AVERAGE BENDING YIELD STREN6TH5 A5 FOLLOWS: 60 KSI FOR Ui Jj,� EXTERIOR GRADE 20- FIRESLOCKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS SHANK DIAMETER OF 0.1 N TLA COMMON NAIL.), gOK51 FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN O.1 77",AND 100 K51 FOR SHANK 1- GRADE SHALL DROP 6" IN FIRST 10' RUN FROM ALL SIDES OF HOUSE (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN DIAMETERS OF 0.142" OR LE55. �� b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE 5/4"x&" DECKING STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIKESLOGKING SHALL W N SPANS ARE 48" OR GREATER. 2X6 JOISTS 0 1 6" O.G. X ..� WOOD/FRAMING BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. c- 4'Xb' OR 4'Xq' SHALL BE APPLIED VERTIGALY. LL LUMBER GRADES 15 AS FOLLOWS: A- IN CONGEALED SPACES OF STUD WALL5 AND PARTITIONS, INCLUDING FURRED d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON u- 1- PERLINS, BEAMS, AND STRINGERS ......... # 2 SPF OR BETTER TABLE R6O2.5 (1). O SPACES, AT THE GEILING AND FLOOR SPACES. GONGEALLED HORIZONTAL C- FOR REGIONS HAVING BASIC WIND SPEED OF 1 10 MPH OR GREATER, 8D 4x4 POST �rj m 2- JOISTS AND RAFTERS..............................#2 SPF OR BETTER FURRED SPACES SHALL AL50 BE FIKEBLOCKED INTERVALS NOT EXCEEDING 10'. DEFORMED NAILS SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL 4x4 P05T ANCHOR ROOF SHEATHING TO FRAMING WITHIN MINIMUM 45" DISTANCE FROM GABLE END 3- STUDS........................................................#2 SPF OR BETTER BATTS OR BLANKETS OF MINERAL OF GLA55 FIBER SHALL BE ALLOWED AS r' WALLS, IF MEAN ROOF HEIGHT 15 MORE THAN 25', UP TO 5S' MAXIMUM. � 4- BLOCKING AND BRIDGING ......................#2 SPF OR BETTER FIREBLOCKING IN WALLS CONSTRUCTED U51NG PARALLEL ROWS OF STUDS OR f- FOR REGIONS HAVING A BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR = GRADE eO (m 5- PLATES, 51LL5 CONTACTING CONCRETE...... PRESSURE TREATED 5PF STAGGERED STUDS. ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL O 2x6 NAILER LAGGED TO HOUSE — ZZ FRAMING SHALL BE SPACED b" ON CENTER. WHEN BASIC WIND SPEED IS -�� RIM JOIST A HANGERS ® 16" O.G. 111 W i OR BETTER B- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO 6- P05T5 AND BEAMS .................................# 2 5PF OR BETTER 5PAGE5 SUCH A5 OCCUR AT SOFFITS, DROP GEILIN65 AND COVE GEILING5. INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.G. FOR MINIMUM 45" 5" DIA. CONCRETE FILLED 0 Iu 17- 2x6 TAG DECKING ..................................... GRADE DISTANCE FROM RIDGES, EAVES, AND GABLEEND WALLS; ANS 4" ON CENTER TO CONSTRUCTION TUBE op Z •••••••••••• G- IN CONCEALLED 5PAGE5 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM GABLE END WALL FRAMING. 6- ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT OF THE RUN. ENCLOSED 5PAGE5 UNDER STAIRS SHALL COMPLY WITH SECTION g- GYPSUM SHEATHING SHALL CONFORM TO ASTM al q AND SHALL BE INSTALLED BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR R3 14.5. IN ACCORDANCE WITH GA 255. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM G 206. EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, h- SPACING ON FLOOR SHEATHING PANEL EDGE5 APPLIES TO PANEL EDGES PLATES AT OUTSIDE WALL5 WITH 51MP50N H 1 OR H2.5 TIES. TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. SUPPORTED BY FRAMING MEMBERSAND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO 41- ALL BOLTHEADS BEARING ON WOOD, TO BE PROVIDED WITH STANDARD GUT E- FOR THE FIRE BLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION R 100 1. 1 6. PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE MINIMUM BATHROOM FIXTURE CLEARANCES WASHERS. F- FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2X 10 UNLESS LINE OF DWELLING UNIT SEPARATION. AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER OTHER W ISE NOTED. SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 1 1- ALL INTERIOR WALL5 TO BE 2x4 0 16" O.G. UNLESS OTHERWISE NOTED. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 12- PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS 1'-3 4" 4" 2" 4" IN WOOD 5TRUGTURE TO FOUNDATION OR DESIGNED BEARING POINT. 15- HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS AT TUB, SHOWER, AND TOILET. 14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND BATHTUBS. BLOCKING: 1 6" O.G. ON BEARING WALL 32" O.G. ON NON-BEARING WALL5 15- NOTCHING KEOUIKEMENTS FOR EXTERIOR AND LOAD BEARING WALL5: A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1 /6 OF THE STRUCTURAL MEMBER ALLOWABLE DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 5:12 WITH NO FINISHED GEILING ATTACHED TO RAFTERS L/150 INTERIOR WALL5 AND PARTITIONS H/ 150 FLOORS AND PLASTERED GEILING5 L/360 A OTHER 5TRUGTURAL MEMBER L/240 EXTERIORH/360 20 EXTERIOR - FI L/240 -EXTERIOR -WI H FL L/120 DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1 /3 OF THE OVERFRAMING (PIGGY BACK) SPAN TABLES ' DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/5 OF THE SPAN. B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. G- THE DIAMETER OF THE HOLES BORED OR GUT INTO MEMBER SHALL LIVE LOAD HORIZONTAL SPAN 51ZE/SPACING 60 UP TO 41'-O" 2x6 ® 16" O.G. 41'- 1 " - 1 1'-5" 2x6 0 16" O.G. 1 1'-6" - 15'- 1 1 " 2X 10 ® 16" O.G. 14'-0" - 16-0" 2X 12 ® 16" O.G. NOT EXCEED 1 /3 THE DEPTH OF THE MEMBER. MINIMUM UNIFORMLY DISTYRISUTED LIVE LOAD (P5F) D- HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. E- WHERE THE MEMBER 15 AL50 NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. 16- DOUBLE JACKS STUDS AT EACH SIDE OF OPENING GREATER THAN 6'. 1'7- PROVIDE SOLID BLOCKING/BRIDGING OR CRO55 BRACING BETWEEN JOISTS AT ALL JOIST MID5PAN5. 15- ALL CANTILEVERS TO BE A 5:1 RATIO. 3x SUPPORTED, 1 x UNSUPPORTED U5E LIVE LOAD EXTERIOR BALCONIES 60 DEGK5 40 PA55ENGEK VEHICLE GARAGE 50 ATTIG5 WITHOUT STORAGE 10 ATTIG5 WITH STORAGE 20 ROOMS OTHER THAN SLEEPING 40 SLEEPING ROOMS 30 STAIRS 4 GUARDRAILS AND HANDRAILS 200 CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA GROUN WIND 5E15MIG SUBJECT TO WINTER ICE SHIELD FLOOD AIR SNOW SPEED DE51GN DAMAGE FROM: DE51GN UNDERLAYMENT HAZARD FREEZING LOAD (MPH) TEMP. REQUIRED INDEX MUTN THE UNITRD STATED COFYRR MT OFFICE, THIS WEATHERIN FMOS PZPT1n TERMITE 17EGAY NOT SE ALTERED. REPRODUCED, GOFlED. on USED MAY 2 8 � 8 5LI6HT NONE 5 0# q O SEVERE - 10 4" INSIDE ALL NO 1 6 8 8 TO TO EXTERIOR MOP 5L.IrPH WALL5 IN ACCORDANCE WITH THE RE51PENTIAL CODE OF THE STATE OF NEW YORK R301.2.5, BUILDING IN REGIONS WITH GROUND SNOW LOADS GREATER THAN 70 PSF SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINNEEKING PRACTICE AND ACBE 7-02 (AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02). CID o MINIMUM 90" x 90" 1/X/1 SHOWER 2 1'• MINIMUM GLEARAN , 2 1 ' MINIMUM CLEARANCE O UNAUTHORIZED ALTERATION& OR ADDITIONS TO THIO DRAMIINO 16 A VIOLATION OF THE NEVI YORK *TATE EDUCATION LAM. ARTICLE 146 SECTION 72041. DO NOT SCALE THROE ORAMIINOO. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMEN&IONS *MOWN. OMINER AND CONTRACTOR SHALL CONSULT ALL APPLICASILA SULLJ7111410, CODES TO ENOURE THAT FLAN* AND DRTAILS CONFORM TO ALL REQUIIREMRNT*. THEY SHALL YERIFY ALL DIMEN*IONS ■!FORE PROCEEDIN` MUTN CONSTRUCTION AND SHALL NOTrY MW.LIAMO 4 104"LAMS OE*IONERO OF ANY Ot*CRRPANGIEO BEFORE VWRK 0 PERFORMRD. AL4JAMS 4 IAULLIAMO ORSIfNRRS ONALL NOT 59 REOPONSNN.E FOR ANY ADDITIONAL COST* OR STRUCTURAL PROBLEMS RROULTIN* FROM FAILURE TO FOLLOW THESE FLAN& AND DETAILS. • WATER CLOSET t T ® LAVATORIES COFYRI&HT 0 201 O BY MULLIAMO 8 MULLIAM0 OROIDNRRO. ALL RIOHTS RESERVED, ALL MIILLIAM* i SEAL: MULLIAMS 0 10HERS' PLANS MAY! SEEN REiIOTERED MUTN THE UNITRD STATED COFYRR MT OFFICE, THIS DRAMUNS 0 AN INSTRUMENT OF OERYIGE AND MAY NOT SE ALTERED. REPRODUCED, GOFlED. on USED MAY 2 8 FOR CONSTRUCTION MIIMI THOUT THE RITTEN 2010 1'ERMIOOION PROM WILLIAMO t M IWWAMO OR*IDNERS. UNAUTHORIZED ALTERATION& OR ADDITIONS TO THIO DRAMIINO 16 A VIOLATION OF THE NEVI YORK *TATE EDUCATION LAM. ARTICLE 146 SECTION 72041. DO NOT SCALE THROE ORAMIINOO. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMEN&IONS *MOWN. OMINER AND CONTRACTOR SHALL CONSULT ALL APPLICASILA SULLJ7111410, CODES TO ENOURE THAT FLAN* AND DRTAILS CONFORM TO ALL REQUIIREMRNT*. THEY SHALL YERIFY ALL DIMEN*IONS ■!FORE PROCEEDIN` MUTN CONSTRUCTION AND SHALL NOTrY MW.LIAMO 4 104"LAMS OE*IONERO OF ANY Ot*CRRPANGIEO BEFORE VWRK 0 PERFORMRD. AL4JAMS 4 IAULLIAMO ORSIfNRRS ONALL NOT 59 REOPONSNN.E FOR ANY ADDITIONAL COST* OR STRUCTURAL PROBLEMS RROULTIN* FROM FAILURE TO FOLLOW THESE FLAN& AND DETAILS.