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BOTH-000171-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 - Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000171-2016 Date Issued: Friday, April 1, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000171-2016 has been completed. Tax Map Number: 301.12-3-70 Location: 26 ZENAS DR Owner: Diane Nussbaum,ERIK NUSSBAUM Applicant: BS Septic This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QQUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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 1QUEENBURY 742 Bay Road,Queensbury,NY 12804-59,04 4 (518)761-8201 �0 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Kermit Number: BOTH-000171-2016 G "Tax Map No: 301.12-3-70 Permission is hereby granted to: IBS Septic For property located at: 26 ZENAS ISR In the Town ofQneensbury,to construct or place at the above location in accordance:with application together with plot plans and other information hereto Bled and approved and in compliance with the NYS Unitornn Building Cortes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: Diane Nussbaum Septic Disposal $0.410 Owner Address: 26 GENAS DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/.Address electrical Inspection Agency IBS Septic 2 WARREN ST Clens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,March 27,2017 (If a longer period is required,an application for an extension must be made to the code Entbrcement Officer of the"Town of Queensbury before the expiration date.) Dated at theTown cif c�* iry; Frid• SIGNED 13Y`. for the"Lown of Queensbury. Director o1'°Building&Code Enforcement n SEPTIC DISPOSAL AI' ,� � Officei lea and eceived DATE gyp, vac Map IDTAX MAP ITS: Permit No. Tj-k' ,,501- , Permit knee ��� ����✓ �e� ZONE: � w Ir APPLICANT t "`. I II NE/E-MAIL ADDRESS ILLy ,. ✓, i INSTALLER/ PHONE/E-MAIL. 13L1ILDER I rA/ OWNERAZ r" 6 6(L, ADDRESS CONTACT PERSON FOE.BUILDING&CODE COMPLIANCE: PHONE/E-MAIL RESIDENCE INFORMATION Year Built 6 of bedrooms X gallons per bedroom =total Daily flow 1980 or older ( Garbage grinder installed Yes. _No 1981-1991 Spa or Hot Tub installed Yes No 1992-Present PARCEL INFORMATION TopographyFlat rolling Steep slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth: Bedrock/Impervious material. At what depth: Domestic Water Supply aMunicipal ''Nell(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed eng,incer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank size 6 gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub System Absorption field with#i2 stone Total length ft,;Each Trench Seepage Pit with#3 stone How many: ;Size Alternative System Bed or other type: Holding Tank.System Total required capacity? Tank size 4 of tanks Nates: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the septic system layout on file—no exceptions. Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be vivid.I have read the regulations and agree to abide by theseand all air is of the Town o Queee s ury Sanitary Sewage Disposal Ordinan e. PRINT NAM : CICA �� DATE. SIGNATURE: DATE: ' Town of Queensbury Building&Codes Principal Structure Application Revised September 2014 N HAVE SEEN OR OBSERVE0 RILL OBJECTS UDi AS HOUSES, WELLS,, PN EES FE N L „ ETC � Sj-k( w M THIS DOCUM I , EPERSONALLY b; °m HE D1,�TAd I S'E�...__H ON HI NANa 'P0 NXT7�1 � . '71 ` 10 a 'AV 001, �w ;: _ r"N 1 I C ool EXI E C o 341.12-3-70 BOTH-p00171-2016 Nussbaum, Diane & Erik 26 Zenas Drive Residential Septic Alteration � TOWN OF QUEENSBURY f. ` l. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 i $1 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150362 Application Number: A20150362 Tax Map No: 523400-289-011-0001-030-000-0000 Permission is hereby granted to: MICHAEL F RILEY For property located at: 52 HALL RD 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: MICHAEL F RILEY PAMELA M RILEY Garage-3 Cars Detached $40,000.00 52 HALL RD Total Value $40,000.00 QUEENSBURY NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2015-362 3-car Detached Garage 1100 s.f. PERMIT FEE PAID-THIS PERMIT EXPIRES: $165.00 Saturday, September 03, 2016 (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 expirationdate.) Dated at the Town o ensbuty Th r.d ,, , Se,tember 03,2015 4 i SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ACCESSORY STRUCTURE APPLICATION Received DATED aO/5— Office Use Only Tax Map ID Permit No. ie i5 ' TAX MAP ID 25 • I-1- �y Permit Fee 11 k2r)— pa. ZONING Rec Fee HISTORIC SITE Yes L----"No Approvals SUBDIVISION NAME Lot# APPLICANT , (C 1-1e I I lei OWNER J41l( /I L / --6-- I. / ' ` ever ADDRESS 5 FA / / c ✓ADDRESS /-/ 1/ / ./ PHONE Fr,1O 6iLi L/7 ! ' PHONE CONTRACTOR COST OF CONSTRUCTION(ESTIMATED.): $ yor, .a' a ADDRESS: BUILDING ADDRESS: ) '.9- J7 3 // eC PHONE: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE )�I C /1 Z / g ie,--7 PHONE C55lA' / JAi TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below 1 Boathouse 151 floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck Deck Detached Garage(#of cars - ) // t'0 D LE I'1 E 0 v 15— u 4'f Lei Dock Pole Barn it 1 3 2415 Porch-open ** Porch-3 season,Covered,Enclosed TS V F Q t :URY Shed - &CODES Other Accessory Structure(s) ""Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans and supporting materials are a true &complete statement description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with local zoningregulations. I acknowledge thatprior to occupying the facilities proposed, I or myagents will obtain a certificate of 9 9 PY g P P � g occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. • ✓l have read and agree to the above: Print Name: 141( 1 If / Date: nlij / /S--- Signature: Afft .,. / L.h Date: )1c-y /2 'c_ 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 289.21-17!30 A U TOMP IGN V GAFtACnvm FOR: Al N tD M "= r O O O N c- a m � m �F 1 A O a � 1 1 c I'N�Oi �'O TEI� C CO ®cl GLEN STR T-SLEN FALLS-NEIVX YORK 1250'1 5 1 -"7 =I 8-H US =) ILLIAMSAN kNILL I SMS ESIGN, .G(OZ>M FILE COPY I FTi -� hafn vou dig NO KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER NOT FOAM INSULATION MUST BE TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited exarnination, compliance with our comments shall not be construed as indicating the plans and specifications are in full compliance with the Building Codes of New York State. TOWN OF QUE BUILDING & O Reviewed By' r Date: -- -- -� 19) pECE0 VE AUG 13 2015 TOWN OF QUEENSBURY BUILDING & CODES F1O E BEST OF OUR KNOVILED6E, BELIEF, 4 E55IONAL JUDGEMENT, 5UCH PLANS 4 TION5 ARE IN COMPLIANOE WITH THE 2010 BU/LD/N6 CODE OF NON YORK STpTE< THE Y GONSERYAT/ON CONSTRUCT/ON GOOF OF NEN! YORK STi4TE. COPYRIGHT 0 2014 BY WILLIAM5 4 104ILLIAM5 DESI6NER5. ALL R1614T5 RESERVED, ALL WILLIAM5 4 WILLIAM5 DE516NEMW PLANS HAVE BEEN RE615TERED WITH THE UNITED STATES COPYRIGHT OFFICE, THI5 DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAM5 4 WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWIN615 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '1204. DO NOT SCALE THESE DRAWIN65. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMEN51ON5 SHOWN. OWNER AND CONTRACTOR SHALL CON5ULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROOEEDINB WITH CONSTRUCTION AND SHALL NOTIFY WILLIAM5 4 WILLIAM5 0E516NER5 OF ANY 1215CREPANCIE5 BEFORE WORK 15 PERFORMED. WILLIAM5 4 WILLIAM5 DE516NEK5 SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL C05T5 OR 5TRUCTURAL PROBLEMS KE5ULTIN6 FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100- 191167 PAGE 1 OF 6 17RAAN BY: REVISION5/VATE: APPRE55: 52 HALL ROAP 01JEENSSURY NEJM YORK SEAL: / /1 LEFT 51178 ELM vATioN SCALE: 1/4"m V-011 ABLE TIMBER WORK AR ARCHITECTURAL INC 5HINGLE5 5101NCV 'ENEER STONE E W ISI ISI i�l 0 M ISI ISI Iii ISI ISI M ISI ISI i�l ISI �I ISI ISI ISI ISI -- �.0T ill ISI ISI ISI ��� ISI ISI ISI ISI FRONT ELMVATION 50 YEAR: ARCHITECTURAL ROOFING 5HINGLE5 VINYL SIVING GRAPE 10/12 PITCH 6/12 PITCH SCALE: 1/,4 ilm 1 '-0" RIGHT SIDE ELEVATION 4x8 G/4BLE TIMBER WORK 30 YEAR ARCHITECTURAL ROOFING SHINGLES PLAN NO: 1 100- 1 5G REVISIONS/VATS: VINYL SIDING O Q IL� 67Rr4DE IU V/ Y Q ,aavRess: 52 HALL r¢oaa QUEENSSURY 1VEW YORK y � 4x8 GABLE TIMBER WORK Voc :w-- °ltz 50 YEAR ARCHITECTURALIto � � OL I z w w w ROOF 1U Q INC 5HINGLE5 � SCALE: 1 /411=11-011 TO THE BEST OF OUR KNOALEDGE, BELIEF, t PROFESSIONAL JUDGEMENT, SUCH PLANS t SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 RE51MENTIAL 011ILD/N6 COVE OP ALON YORK STATE t THE 2010 ENER6Y CONSERVATION CONS TR[/GTION GORE OP NEN YORK STATE. COPYRIGHT O 2014 BY AILLU\MS t AILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL ALLIAMS E AILLIAMS 55AL• DESIGNERS. PLANS HAVE BEEN REGISTERED AITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE ARITTEN PERMISSION FROM AILLIAMS t AILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS VRAAINGIS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 1209. DO NOT SCALE THESE DRAAINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OANER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS ANDbETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY AILLIAMS t AILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE AORK IS PERFORMED. AILLIAMS t AILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. Ito lu to o �r VINYL SIVING w Z lu w� SCALE: 1 /411=11-011 TO THE BEST OF OUR KNOALEDGE, BELIEF, t PROFESSIONAL JUDGEMENT, SUCH PLANS t SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 RE51MENTIAL 011ILD/N6 COVE OP ALON YORK STATE t THE 2010 ENER6Y CONSERVATION CONS TR[/GTION GORE OP NEN YORK STATE. COPYRIGHT O 2014 BY AILLU\MS t AILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL ALLIAMS E AILLIAMS 55AL• DESIGNERS. PLANS HAVE BEEN REGISTERED AITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE ARITTEN PERMISSION FROM AILLIAMS t AILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS VRAAINGIS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 1209. DO NOT SCALE THESE DRAAINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OANER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS ANDbETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY AILLIAMS t AILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE AORK IS PERFORMED. AILLIAMS t AILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. Y41NVOY4 4 POOR SCoHMPV LFL *ALL kNINPOW5 4 POOR5 TO HAVE LOIN E AF-CvON FILLED CGLA55 MANUFACTURER PLAN UNIT NO. SERIES/ MODEL # STYLE ROUGH 50. FT. GLA�55/ VIS. LIOWT 50. FT. VENT 50. FT. CLEAR OPENING E&RE55 CLEAR OPENING/ EGRESS QTY LOCATION U -VALUE 5HGG NOTE5 INIPTH HEIGHT W1PTH HEIGHT ANZ,ERSEN TW2 10410-2 400 ISM 6'-0 1/51, 5'-0 17/5" 20.80 1 1 .66 5.51 51 17/5 26 1/4 C7ARACGE .30 .25 i FIRST FLOOR PLAN SCALE: 1/4"m V-011 TO THE BEST OF OUR KNOWLEDGE, BELIEF, E PROFESSIONAL JUDGEMENT, SUCH PLANS t SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 RE5/VENTIAL SUMMING CODE OP NEW YORK STATE t THE 2010 ENER6Y CONSERVATION C0N5TR!/CTION COVE OF NEW YORK STATE. COPYRIGHT O 2014 BY WILLIAMS d WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS i WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '7204. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. 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 t WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORKIS PERFORMED. WILLIAMS E WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100- 1 5 G PAGE 3 OF 6 DRAWN BY: JG/pri REVI510N5/PAtiTE: A PPRE55: 52 HALL ROAD QU5EN58URY NZri YORK SEAL: 05/05/15 FO UA ..... TINComp TO rw'%ALL PET'AlL NALL REINFORCEMENT AE) 5FEGIFIE17 o �ON�RETE FOOTING N0.4 51E5MIG B,�R C�48" e; Is TO BE INSTALLF-P 5" FROM BOTTOM OF FOO7INC 4 EXTEND OF INTO o 9� o ' CONISRETE NALL 4 TIED TO CONTINUOU5 FOOTING a d REINFORCEMENT OR I145TALL A l 1/2"X 1 1/2" KEYWAY IN *8" THICK FOUKECI CONCKETE FOUN:;IATION ^AL.L CENTEKED ON 16" YVIi;)E X 8" THICK PLAN NO: 1 100- 1 5G PAGE 4 OF 6 DRAWN BY: JG/VIN RLYISIONS/VATS: AanR555: 5 2 HALL ROAD ouff ENSBURY NEY"t YORK SEAL: 05/05/15 FOUNPATION SCALE: 1/-4"= V _011 TO THE BEST OF OUR KNOWLEDGE, BELIEF, t PROFESSIONAL JUDGEMENT, SUCH PLANS t SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 RESmENTLAL 51/GD/N6 COVE OF NEIY YORK STrATEt THE 2010 ENP196Y CON9E9ViAT/ON CONS rgiAGT/ON CODE OP NEW YORK STATE. P COPYRIGHT o 2014 BY WILLIAMS t WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS t WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 120q. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. 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 t !WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 19 PERFORMED. WILLIAMS t W1LL1AMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100- 1 5G PAGE 4 OF 6 DRAWN BY: JG/VIN RLYISIONS/VATS: AanR555: 5 2 HALL ROAD ouff ENSBURY NEY"t YORK SEAL: 05/05/15 SECTION Co SCALE 5/5"= V-0" >NTINUOUS RIDGE VENT ;1 2/2x4 RIDGE BOARD 12 RAFTERS o 16" O.G. 6 COLLAR TIS 2" O.S.B. ROOF SHEATHING W/ H -CLIPS # ROOFING FELT YEAR ARCHITECTURAL ROOF SHINGLES BARRIER 24" INSIDE EXTERIOR WALLS :TAL DRIP EDGE 6 SUBFACIA 5 TRIM .UMINUM FASCIA 1IYL VENTED SOFFIT 12 TIMBER HEADER 8 P05T ONE CAP "x 14" CONCRETE PIER IN VENEER STONE THICK CONCRETE APRON 'ADE "x24"x 12" THICK CONCRETE FOOTING 5x 12 TIMBER HEAD 5X8 PO STONE G 14"x 14" CONCRETE PI THIN \/ENEi+R 5TO 4" THICK GONCR575 APRs GRA: 24"x24"x 12" THI, CONCRETE FOOTI SECTION SCALE: 5/8"-1'-0" 2x 12 RA4FTER5 0 16" O.G SECTION 15 5CALE: 1/4"= V-0" IUOUS RIDGE VENT �GTURED TRUSSES CCS 24" O.G. 5.8. ROOF SHEATHING W/ H— OFING FELT R ARCHITECTURAL ROOF r5 ZRIER 24" INSIDE EXTERIOR DRIP EL':lGE 3FACIA M JM FASCIA DENTED SOFFIT JD5 @ 16" O.G. 7.5.8. WALL SHEATHING G WRAP IDING SATED SILL 4 SILL SEALER 4. x 10" ANCHOR BOLTS @ 6' O.G. COM CORNERS 4 ENDS TO DROP 6" IN FIRST 1 O' RUN ROM HOUSE K POURED CONCRETE TION WALL CENTERED ON 16" 5" THICK CONCRETE FOOTING NO. 4 BARS CONTINUOUS. ITINUOU5 RIDGE VENT UFF.GTURED TRU55E5 G 24" O.G. 0.5.5. ROOF SHEATHING W/ H— S; P,OOFING FELT 'EAR ARCHITECTURAL. ROOF sLE5 3ARRIEK 24" IN51DE EXTERIOR L5 a f AL$DRIt' EDGE SUBFAGIA TRIM 4INUM FASCIA L VENTED SOFFIT 5TUD5 m 16" O.G. 5HEATHING 71NG W RAP L SIDING TKE'ATED SILL i 51L.L SEALER DIA. X 10" ANCHOR 50LT5 9 FROM C0RNER5 4 5ND5 DE TO DROP 6" IN FIRST 1 O' RUN Y FROM HOUSE S. HICK POURED CONCRETE NIDATION WALL CENTERED ON 1 6" XS" THICK CONCRETE FOOTING 2 -NO. 4 BARS CONTINUOUS. Fll0lEN0)90 E BEST OF OUR KNOWLEDGE, BELIEF, t ESSIONAL JUDGEMENT, SUCH PLANS t SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 L Bb1LD/NC,COVE Oil NEW YORK 5TA7E4 THE YGON5ERYAT/0N CONS TR!/GTION GORE OP NEW YORK 5TA71E. COPYRIGHT o 2014 BY WILLIAMS t WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS d WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS E WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A YIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 1209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. 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 t WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK Is PERFORMED. WILLIAMS t WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 100- 1 SCG PAGE 5 OF ro PRAMN BY: liciav"Ill REVISIONS/VATE: APPRE55: 52 HALL ROAD QummNSBURY NZY4 YORK 50AL: 05/05/15 ri a III COPYRIGHT © 2011 BY WILLIAMS 4 WILLIAMS DESIGNERS. ALL RI<�HT5 RE5ERVED.ALL WILLIAMS 4 WILLIAMS DE5IGNER5' PLAN5 HAVE BEEN KEGI5TEKE12 WITH THE UNITED STATES COPYRIGHT OFFICE. TH15 DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CON5TRU0TION WITHOUT THE WRITTEN PERMISSION FROM WILLIA.M5 4 WILLIAMS DESIGNERS. TO DO 5015 A VIOLATION OF FEDERAL COPYRIGHT LAW5. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 14 5,SECTION '720q. THESE DRAWINGS ARE NOT TO BE USED BY ANY PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM STANDARDS OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS 5PECIFIGALL Y INDICATED. THESE DRAWINGS ARE FOR A 51NGLE RESIDENCE. THE PES*NER SHALL NOT HAVE CCNTKOL OF NOR SHALL BE RESPONSIBLE FOP, CONSTRUCTION METwrr rr- TEOHNIOUE5,OF, PROOEPURE5,,,_ FOR THESAFETY PRECAUTIONS alp OR REOUIREP IN 0ONTRACTOR, 5UBCONTRACT095 OR ANY OTHER PERSONS --„RMINC-, ANY ^09K w- FOR THEIR FAILUKI� , CARRY w IF THE CONTRACTOR D15COVEK5 ANY DEFECTS IN THE CONSTRUCTION PLANS/ DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH I PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FIND5 A DEFECT IN CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW REASONABLE; TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE DE5I6,NEK5 5UGGE5TE5) METHODS, THEN THE CONTRACTOR SHALL BEAR ALL C05T5 A550CIATED WITH SUCH DEFECT. THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL CODES AND ORDINANCES. VERIFY ALL DIMENSIONS PRIOR TO ERECTION. FOR APPITIONS ANP/09 RENOVATION5 THE BUILDER AND/09 C,ONTRACTOK SHALL FIELDRIFY ALL PKEEX15TINS 5TKUCTUKAI- DIMENSIONS FRICK TO OK1.',1EKINS MATERIALCONSTRUCTION. FOUNDATIONS 1 . FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501L A MINIMUM OF 45" BELOW GRADE. ASSUMED 501L BEARING LOAD 15 2000 P5F. (GROUP 1 SOILS -GW,`, GP, 5W, 5P, GM, 5M) 2.MAXIMUM EXCAVATION SLOPE BELOW FOOTING5 TO 5E 1 VERTICAL TO 2 HORIZONTAL, 3.BAGKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR 25 DAYS, OR BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL 5TABI�-IZED. 4.MAXIMUM UNBALANCED BACKFILL HEIGHT- 1'. CONCRETE IY 1. CONCRETE STRENGTH TO BE AS FOLLOWS: GARAGE 5LA55 AND PORCHES, STEPS, AND WALK5: 5500 P51 VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 P5F PROVIDE AIR ENTRAINMENT OF 5-7010 OF VOLUME. SLUMP TO BE NO MORE THAN 4" NOR LE55 THAN 2". CONCRETE REINFORCING STEEL 1. KE5AR SHALL CONFORM TO A.5.T.M. GRADE 40. WELDED WIRE FABRIC MESH SHALL CONFORM TO A.5.T.M. A 15 S. 2. Y2" DIAMETER x 1 O" ANCHOR BOLTS a W O.G. 5. #5 BAR VERTICALLY 0 4' O.C. TO WITHIN 6" FROM TOP OF WALL CONCRETE FOUNDATION WALL 1. DAMPPROOFING: ASPHALT/TAR TYPE COATING WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE I PERIMETER DRAIN5 1. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWELL; SEWER OR SUMP PUMP AS 501L CONDITIONS AND SITE DICTATE. I; EXTERIOR GRADE 1. GRADE SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL SIDES OF HOUSE q WOOD/FRAMING LUMBER GRADES ARE A5 FOLLOWS: 1 . PURLINS, BEAM5, AND STRINGERS...............#2 5PF OR BETTER 2. JOISTS AND RAFTERS ................... ..........#2 5PF OR BETTER # 5. STUDS ................................................. 2 5PF OR BETTER 4. BLOCKING AND BRIDGING........... ...........#2 5PF OR BETTER k 5. PLATES, SILLS CONTACTING CONCRETE. .......... PKE55UKE TREATED 5PF OR BETTER 6. POSTS AND BEAMS.................................#2 5PF OR BETTER 7. 2x6 T46- DECKING..................................DECKING GRADE a. ALL JOISTS FRAMING INTO THE SIDE OF A 5UPPORTING MEMBER (NOT BEARING ON) SHALL BE SUPPORTED BY 51MP50N U TYPE HANGERS OR EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRU55 TO TOP PLATES AT OUTSIDE WALL5 WITH 51MP50N H 1 OR H2.5 TIES. 1. ALL BOLTHEAD5 BEARING ON WOOD, TO BE PROVIDED WITH STANDARD GUT WA5HEK5. ; 10. HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x 10 UNLESS OTHERWISE NOTED. 1 1 .ALL INTERIOR WALL5 TO BE 2x4 @ 16" O.C. UNLESS OTHERWI5E NOTED. 1 2.PROVIDE 50LID BLOCKING OR STUDDING BELOW ALL BEAMS, P05T LOADS IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. 1 5.HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WA5TE DRAINS AT TUB, 5HOWER, AND TOILET. 1 4.DDUSLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALL5 AND BATHTUBS. BLOCKING: 16" O.G. ON BEARING WALL 52" O.G. ON NON-BEARING WALL5 1 S. NOTCHING REOUIREMENT5 FOR EXTERIOR AND LOAD BEARING WALL5: A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/5 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/5 OF THE SPAN. 5- 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 NOT EXCEED 1/5 THE DEPTH OF THE MEMBER. 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 JACK5 STUDS AT EACH SIDE OF OPENING GREATER THAN 6'. 1-7- PROVIDE 50LID BLOCKING/BRIDGING OR CK055 BRACING BETWEEN JOISTS AT ALL JOIST MID5PAN5. 15- ALL CANTILEVERS TO BE A 5:1 RATIO. 5X 5UPPOKTED, 1 x UNSUPPORTED 1 - FLOOR- 3/4" T4G O.S.B. (ORIENTED STRAND BOARD) 2- ROOF- Y2" 0.5.5. (ORIENTED 5TRAND BOARD) 5- WALL- '7/16" 0.5.5. (ORIENTED STRAND BOARD) INSULATION (UNLESS OTHE9WI5E NOTED) 1 - CEILING WITH ATTIC 5PACE......................... 12" THICK Rya KRAFT FACED 2- SLOPED CEILING WITHOUT ANTIC 5PACE....aY4" THICK 950C KRAFT FACED 5- EXTERIOR WALL5...................................... .6" THICK K21 KRAFT FACED/POLY 4- FLOOR..........................................................ci" THICK K50 KRAFT FACED 5- BASEMENT WALL5........................................5 Y2" THICK K 15 POLY NOTE: ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE WINTER WARM SIDE. GONTKAGTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, CONTRACTOR WILL P05T THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. MI5GELLANEOUS 1 . EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. 2. I.C. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS. 5. SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY BACKUP. MINIMUM LOCATIONS: A- ONE ON EVERY LEVEL 5- ONE IN EVERY BEDROOM G- ONE WITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY WHEN REPAIRS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETEGTOK5 LOCATED AS REQUIRED FOR NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INTEKOONNECTED AND HARD WIRED. 4. PROVIDE INTERCONNECTED C.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. AN INTERCONNECTED G.O. DETECTOR SHALL AL50 BE PLACE IN EACH BEDROOM WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL -FIRED APPLIANCES AND EQUIPMENT, SOLID -FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIKEPLAGE5 AND CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW 5UILDIN65. 5. CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC AND ELECTRICAL SYSTEMS. 6. ALL WINDOWS TO CONFORM TO AAMA/NWWDA 101 /1.5,2 7. ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE FOLLOWING GUIDE LINES: A- CLEAR OPENING OF 5.1 5OUARE FEET ABOVE OR BELOW GRADE B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE C- MINIMUM HEIGHT OF 24" D- MINIMUM WIDTH OF 20" a. SAFETY GLAZING OR TEMPERED GLA55 TO BE PROVIDED AT: A- EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN I SQUARE FEET B- BOTTOM EDGE LE55 THAN 1 a" ABOVE FLOOR T 56" HO -r E GLAZING NAILING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,c,d SPACING OF FASTENERS JOIST TO SILL OR GIRDER, TOE NAIL 5-aD --- 1 x6 SUBFLOOK OR LE55 TO EACH J0I5T, FACE NAIL 2-51 --- 2" 5U5FLOOK TO J015T OR GIRDER, BLIND AND FACE NAIL 2-1 6D _-- SOLE PLANE TO J015T OR BLOCKING, FACE NAIL 1 6D 1 6" G D.. TOP OR SOLE PLANE TO STUD, END NAIL 2- 1 6D -_- STUD TO SOLE PLANE, TOE NAIL 5-aD, 2-1617 --- DOUBLE STUDS, FACE NAIL 1 OD 24" O.C. DOUBLE TOP PLANES, FACE NAIL lop 24" O.G. SOLE PLANE TO JOI5T OR BLOCKING AT BRACED WALL PANEL 5-16P 161, D.G. DOUBLE TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA 5-16P --- 5LOCKINC7 BETWEEN JOI5T5 OK RAFTERS TO TOP PLATE, TOE NAIL 3-aD --- RIM JOI5T TO TOP PLATE, TOE NAIL aD 6" D.G. TOP PLANES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2 -lop --- BUILT-UP HEADER, TWO PIECES WITH Y2" SPACER 1 6D 16" ALONG EACH EDGE CONTINUED HEADER, TWO PIECES 1 6D 1 6"ALONG EACH EDGE CEILING JOISTS TO PLATE TOE NAIL 5-aD --- CONTINUOUS HEADER TO STUD TOE NAIL 4-aD --- CEILING JOIST LAPS OVER PARTITIONS FACE NAIL 5- 1 OD --- CEILING J015T TO PARALLEL RAFTERS FACE NAIL 5- 1 OD--- RAFTER TO PLATE, TOE NAIL 2-16P --- 1 " BRACE TO EACH STUD AND PLATE FACE NAIL 2-aD --- 1 "x6" 5HEATHIN TO EACH EARING FACE NAIL 2-aD --- 1 "xa" SHEATHING TO EACH BEARING FACE NAIL 2-55) WIDER THAN 1 "x,5" 5HEATHING TO EACH BEARING FACE NAIL 5--aD --- BUILT-UP CORNER STUDS lop 24" O.G. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS lop NAIL EACH LAYER AS FLLOW5: 52" O.G. AT TOP ANA BOTTOM STAGGERED. TW NAILS AT END5 AND AT EACH SPLICE. 2" PLANKS 2- 1 6D AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL I 4-1 6D 5- --- --- RAFTER TIES TO RAFTERS, FACE NAIL 5-15V --- G- ONE OR MORE WALKING SURFACES IS WI WIN RIZONTALLY Or- W D- TOP EDGE GREATER THAN 56" ABOVE FLOOR E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD ci. PROVIDE A 50"x22" ATTIC ACCESS IN A HALLWAY OR A READILY ACCESSIBLE AREA, NOT IN A STANDARD CLOSET. 10. PROVIDE AN 15"X24" CRAWL SPACE ACCESS. Wpp1 STRUCTURAL PANELS, 5UBFLOOK, FLOOR AND WALL SHEATHING TO FRAMING, 1 1 . PROVIDE 5/5" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, AND PARTICLEBOARD WALL SHEATHING 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. 12. PROVIDE 3/4 HOUR FIRE RATED DDDR AND JAM 55 WITH AUTOMATIC, CLOSER BETWEEN HOUSE AND GARAGE. 15. INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR 5/1611-1/21, 6D-SUBLOOR, WALL aD-ROOF 6 12f 1 of/52"- 1 " 15 6 12f 1 115"- 1 Y4" 1 OD 6 12 FLUE/CHIMNEY ACCORDING TO MANUFACTURERS SPECIFICATIONS. 14. MAINTAIN A MINIMUM OF a" P15TANCE BETWEEN SIDING AND FINISHED GRADE. . 15. ALL-DRAIN5, VENTS, AND SUPPLY PIPING MU5T BE TESTED TD THE FOLLOWING CRITERIA: 5 P51 OF AIR OR 1 O' OF HEAD PRESSURE FOR A PERIOD OF 15 MINUTES 4 WATER SUPPLY SHALL BE TESTED a A MIN. OF 50 P51 AIR OR WORKING PRESSURE FOR A MINIMUM OF 15 MINUTES, 1 6. HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY CODE. 1 -1. COMBUSTION AIR REQUIKEMENT5: IF THERE 15 NO COMBUSTION AIR SUPPLIED TO GA5 APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION. 15. GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. 1 1. ICE 4 WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'5 EDGE A MINIMUM OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING MEASURED HORIZONTALLY. E VIDEO TO GUT OFF ALL CONGEALED DRAFT OPENINGS 20. FIRESLOGKING SHALL B PRO (VERTI(:,AL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIKE5LOGKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. A- IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR SPADES. OONOEALED HORIZONTAL FURRED 5PAGE5 SHALL AL50 BE FIREBLOCKED INTERVALS NOT EXCEEDING 101 . BATTS OR BLANKETS OF MINERAL OF GLA55 FIBER SHALL BE ALLOWED AS FIKEBLOGKING IN WALL5 CON5TKUGTED U51NG PARALLEL R0W5 OF STUDS OR 5 TAGGEKED STUDS. B- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILING5. G- IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TDP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL, COMPLY WITH SECTION RS 1 1.2.2 D- AT OPENING AROUND VENTS, PIPES AND DUCT5 AT CEILING AND FLOOR LEVEL, TO KE515T THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. 5EE SECTION R602.a, 1 F- FIKEBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION STRUCTURAL MEMBER 1 1'-5" RAFTERS HAVING SLOPES GREATER THAN 5:12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS H/ 1 a0 INTERIOR WALL5 AND PARTITIONS 1 6-0" FLOORS AND PLASTERED CEILINGS 50 ALL OTHER STRUCTURAL MEMBERS 10 EXTERIOR WALL5 WITH PLASTER OR STUCCO FINISH 20 EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES 40 EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINISHES 50 OVERFRAMING (PIGGY BACK) SPAN TABLES HORIZONTAL SPAN SIZE/5PAGING UP TO 9'-0" 2X6 @ 16" O.G. 1 1'-5" 2x5 0 161, O.G. 1 5'- 1 1 " 2x 10 0 161, O.G. 1 6-0" 2x 12 0 161, O.G. MINIMUM UNIFORMLY DI5TYRIBUTED LIVE LOAD (PSF) DESCRIPTION OF DE5GRIPTION OF USE LIVE LOAD EXTERIOR BALCONIES 60 DECK5 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOM5 OTHER THAN SLEEPING 40 SLEEPING ROOMS 50 STAIRS 40 GUAR1:)RAIL5 AND HANDRAIL5 _ 200 DESCRIPTION OF DE5GRIPTION OF 5PACING OF FASTENERS EDGE5(INCHE5)h INTERMEDIATE SUPPORTS BUILDING FASTENER b,c,d MATERIALS AIR 5NOW b d(INGHES) 'Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 4 a HAZARD ROOFING NAIL; 6D LOAD (MPH) CATEGORY COMMON NAIL; 1 Y4 TEMP. REQUIRED SCREWS TYPE W 09 5 5/5 GYPSUM BOARD, g 1 3/4 GALVANIZED 4 a DECAY ROOFING NAIL; a1 COMMON NAIL; 1 5/5 SCREWS TYPE W OR 5 WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING 3/4" AND LE55 aD COMMON NAIL 6 12 "i/a"- 1 " aD COMMON NAIL 6 12 1 1 /a "-1 Y4" 1 OD COMMON NAIL 6 12 a- ALL NAILS ARE SMOOTH -COMMON, BOX EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A MINIMUM AVERAGE BENDING YIELD STRENGTHS A5 FOLLOW5: 80 K51 FOR SHANK DIAMETER OF 0.1 112" (201 COMMON NAIL), 90KSI FOR SHANK DIAMETERS LARGER THAN O. 142" BUT NOT LARGER THAN 0. 117", AND 100 KSI FOR SHANK DIAMETERS OF 0.1 42" OR LE55. b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.C. AT ALL SUPPORTS WHERE SPANS ARE 48" OR GREATER. c- 4'x8' OR 4'xq' SHALL BE APPLIED VERTICALLY. d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.5 (1). e- FOR REGIONS HAVING BASIC WIND SPEED OF 1 10 MPH OR GREATER, 81 DEFORMED NAILS SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48" DISTANCE FROM GABLE END WALL5, IF MEAN ROOF HEIGHT 15 MORE THAN 25', UP TO 55' MAXIMUM. f- FOR REGIONS HAVING A BASIC WIND SPEED OF 100 MPH OR LE55, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6" ON CENTER. WHEN BASIC WIND SPEED 15 GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.C. FOR MINIMUM 48" D15TANCE FROM RIDGE5, EAVES, AND GABLE END WALLS; ANS 4" ON CENTER TO GABLE END WALL FRAMING. g- GYPSUM SHEATHING SHALL CONFORM TO ASTM CT q AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 255. FIBERBOARD SHEATHING SHALL CONFORM TO A5TM c 208. h- SPACING ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES 5UPPOKTED BY FRAMING MEMBE95 AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. TRU55 4 BRACING DETAIL 1- PROVIDE WEB BRACING A5 PER MANUFACTURER'S ARCHITECTURAL TRU55 SHEETS 2- 2" NOMINAL LUMBER 5- BOTTOM CHORD TO HAVE CONTINUOUS LATERAL BRACING AT A MAXIMUM INTERVAL OF 10'. BRACES TO BE SECURELY ANCHORED INTO SOLID END WALL. 4- TOP CHORD TO HAVE DIAGONAL 5KAGING (AT 45 DEGREES) ON BOTH SIDES OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH ENDS. 5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING SCHEDULE. 6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF a SHEETS PER 2 TRUSSES DURING CONSTRUCTION. i- LAP ALL LATERAL BRACES MINIMUM 2'. HANDRAIL/GUARDRAIL 1 - PROVIDE A S'xS' MINIMUM LANDING EACH 51DE OF AN EXTERIOR DOOR. EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER R15ER5 I5 LOCATED ON THE EXTERIOR 51DE OF A DDDR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 2- STAIR REQUIREMENTS: a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN HEIGHT. b. ALL STAIRWAYS MINIMUM 56" IN WIDTH. c. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. d. MINIMUM HEADROOM CLEARANCE OF 6-5" FOR ALL STAIRWAYS. 5- HANDRAIL REQUIREMENT5: MUST CONFORM TO KS 1 1.5.6. a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. b. REO UIRED ON ONE SIDE. c. MUST BE BETWEEN 54" AND 55" IN HEIGHT. d. MUST TERMINATE AT WALL5 OR NEWEL POST. e. MUST BE CONTINUOUS FROM BOTTOM K15EK TO TOP RISER. f. HANDRAIL TO HAVE CIRCULAR CRO55 SECTION WITH GRIP SIZE 1 Y4"-2" 4- GUARDRAIL REQUIREMENTS: a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECK5, OR RAISED FLOOR SURFACES MORE THAN 50" ABOVE OR BELOW GRADE. b. MINIMUM HEIGHT 15 56", AT 5TAIR5 54" c. LE55 THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND BOTTOM RAIL MEET, 915ER SHALL BE A MAXIMUM a 1/4" MINIMUM TREAD DEPTH SHALL BE 1" WITH MINIMUM NOSING OF 5/4" AND A MAXIMUM N051NG OF 1 1/4". VSOOP SITOOF PETAIL 5/4"x6" i7ECKING 2x6 JOISTS 0 16" O.G. 4x4 POST 4x4 P05T ANCHOR GRADE O 2x6 NAILER LAGGED TO HOUSE d RIM J015T 4 HANGERS @ 1 6" O.C. a" DIA. CONCRETE FILLED CONSTRUCTION TUBE MINIMUM 5AtHF,00M FIXTUKE C L.EARANCE5 I II o \ / MINIMUM 30" X 30' T - - 2 1"MINIMUM CLEARANCE ', I 21" MINIMUM CLEARANCE ® WATER G1_05ET d TUB @ LAVATORIE5 I N CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO WINTER ICE SHIELD FLOOD AIR 5NOW 5PEED DESIGNDE51GN DAMAGE FROM: UNDEKLAYMENT HAZARD FREEZIN' LOAD (MPH) CATEGORY TEMP. REQUIRED INDEX WEATHERING FROCT VEPTH TERMITE DECAY 24" INSIDE ALL 1 SEVERE II 5 IIHT N ®e ®1 EXTERIOR NO 1656 To ^ALLS MOD SLIC H IN ACCORDANCE WITH THE RE5IDENTIAL CODE OF THE STATE OF NEW YORK RSO 1 .2.5, BUILDING IN REGIONS WITH GROUND SNOW LOADS GREATER THAN i0 PSF SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND AC5E '7-02 (AMERICAN SOCIETY OF CIVIL ENGINEERS 7-02). TO THE BEST OF OUR KNOWLEDGE, BELIEF, 4 PROFESSIONAL JUDGEMENT, SUCH PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20 10 RESmENTIAL 511/1-0/N6 G0170OFNEW YORK STATE4 THE 2010 ENERGY CONSERVATION CONSTRICTION GORE OF NEW YORK STATE. COPYRIGHT o 2014 BY WILLIAMS 4 WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS 4 WILLIAMS DESIGNERS' PLANS 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 WILLIAMS 4 WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '120q. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. 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 4 WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS 4 WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAIT NO: 1 100- 1 5 G PAGE ro 0F ep MANN BY: JG/pW REVISIONS/PATE: AaaRE55: 52 HALL ROAD NEri YORK 55AL: 05/05/15