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2014-454 rieS4111154 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 S Community Development - Building & Codes (518) 761-8256 • CERTIFICATE OF OCCUPANCY Permit Number: P20140454 Date Issued: Friday, February 13, 2015 This is to certify that work requested to be done as shown by Permit Number P20140454 has been completed. Location: 395 RIDGE Rd Tax Map Number: 523400-297-017-0001-053-000-0000 Owner: JAMES & BONNIE GLENDENING Applicant: JAMES & BONNIE GLENDENING This structure may be occupied as a: Garage Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property41,e- owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. ` yam` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140454 Application Number. A20140454 Tax Map No: 523400-297-017-0001-053-000-0000 Permission is hereby granted to: JAMES & BONNIE GLENDENING For property located at: 395 RIDGE 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: JAMES & BONNIE GLENDENING Garage Detached $30,000.00 395 RIDGE Rd Total Value $30,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-454 Garage detached 864 sq.ft. $129.60 PERMIT FEE PMD-THIS PERMIT EXPIRES: Friday, October 02,2015 (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 ueensb ; ay, October 02,2014 ` SIGNED BY C„.19/4 4 for the Town of Queensbury. Director of Building&Code forcement nnn ((a Office Use-Only ACCESSORY STRUCTURE APPLICATIONi ir)l 11 1111 -Receiv II IIit DATE o . �' 'S3N SEP 22 LO� xMa! p�D 141- 1(1 TAX MAP ID " Permit No. TOWN pF' c i Perrn Fee _ (p ZONING QUEM.S[iUKY BUILDING & C )[Rec Fee HISTORIC SITE _Yes X No Approvals SUBDiviS/ON NAME Lot# • APPLICANT {//MILS / lL1NPG IyAG OWNER4AA4LS 47b4VDLV/N1.2 ADDRESS 45A„ ADDRESS 3 ?3' /robe.. eowo i fit. PHONE d R PHONE .S /S f 9,3" V 99- CONTRACTOR elm A 9/A. 1i71'ICOST OF CONSTRUCTION(ESTIMATED): $ se QOQ ADDRESS: / 5D / N/t /4q5 ti BUILDING ADDRESS: S/9M tL 33� PHONE S//rJc 4 •.066 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE �/I//��/�O,AO/,f nne2 PHONE 3714ij TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 1 floor sq.ft 2n'floor sq.ft Total sq.ft. Height Boathouse with Sundeck Deck V( Detached Garage(#of cars-3 ) 8611 361/ �3 , Dock Pole Barn Porch-open "Porch-3 season, Covered, Enclosed Shed 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 zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of 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. ✓I have read and agree to the above: Print Name: ,` Li •-•.; Date: Signature: /ear_ = Date: , .2,7/ 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 zy �'• Queensbury Building & Code Enforcement - Residential Final Inspectiont Office No. (518) 761-8256 �7// Arrive: am/pm Depari 5 ) am/pm Date Inspection request received: v/«// Inspector's Initials: NAME: end !lin PERMIT#: L t1S LOCATION: �i ,� /Z i /1c-5e Acsot. DATE TYPE OF STRUCTURE: Comments: Yes No_ N/A 4" Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete •�!/ Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more ,1 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 I trim/doors/main entrance 36 inches 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 Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation to floor/Sticker on Panel / Duct work sealed properly/Blower Door Test 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''14"Gypsum Basement stairs closed rise>4 inches , Garage Floor Pitched / Garage fireproofing/%hour fire door/door closer 0 Gas Logs in Sealed or Glass Enclosure V// Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required / Flood Plain Certification, if required Okay to issue C I C or C/O[Temporary/Permanent) !/ r"uss 1b s l i1/43G az) 5 or naWa, r L:1Building&Codes Forms\Building&Codesllnspection FormgResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Town of Queensbury Building & Code Enforcement Z " Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: ^ ` ` 1 Name: C/ Inspected on: 121� \"T Location: ' ' Q 1� Arrive: �,/ a.m./p.m. Permit No.: f�— 'y b� Inspector's Initials: C ' ) 'C 1) TYPE OF STRUCTURE: I N/' COMMENTS: Attic Access 22"x 30"minimum Jack Studs/Headers .--\/;;;" 1t Truss Specification Provided � �� t v rs5 Bracing I Bridging Joist hangers - -•r Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.C. Headroom 6 ft.8 in. > t- --" l ----- Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2.3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'/:inch or 518 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing/ Firestopping Inspection Report L&1 /-3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: / ` m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials/Y NAME: Cr) o �den tPERMIT#: 1 5j N— </ y LOCATION: 39,5 A �q6 Q INSPECT ON: /6 o>-J y TYPE OF STRUCTURE: J G`� Q 11 X Comments Y N N/A Footings Piers Monolithic 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. Callpour /A/ Reinforcement in Place /7 Footing Dowels or Keyway in place L ` , — Foundation Dampproofing /1/4-kV/( L„ Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: A 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: , Y ,� .am/pm 742 Bay Rd., Queensbury,/ NY 12804 Inspectors Initials: V NAME: I esr,data t o PERMIT#: '41 S y LOCATION: 346 Rids a. INSPECT ON: /6 a g"i y TYPE OF STRUCTURE: 9 QAct7 Q. Comments Y/ N/A aotme Piers Monolithic 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 J// 2_ -S' Footing Dowels or Keyway in place ` / Foundation Dampproofing vv 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:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 4 t" u IN .` t _. � x t,, >.a a �rs � - aa.= .:+�' 10, "V, ,. u « ' , {Ak w : � aR iin S 44056'43" W 42.86' U5ED WITH PERM155ION THE ORIGINAL PLOT PLAN NA5 PREPARED 5Y VANDU5EN b 5TEVE5 LANA 5URVEYOR5. DRAWING NO. 1 5060 DATED: MAY 51, 201 5 N 41042'15" E 15.00' 0 �4j• HE .� AREA 50442.9 Sq. Feet 1.16 Acres 29.17-1 -53V is O' 0 -I�OQi J O� �O EXISTI AoRcti �� RAG 05M Q :M 15HEIP a BLACKTOP DRIVE U + s30 7SOOn 0 TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, 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 OUEENSE o?Lf9LD1„- P 700, BLACKTOP DRIVE S 41"4215 �{V 15.00' / NOTICE AM INSULATION MUST BE COVERED BY A 15 MINUTE THERMAL BARRIER NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER T PLAN SCALE: 1 "=30' a y tt '4 4 F "§ e A CUSTOM DESIGNED GARAGE FOR: JAMES #BONNIE CovLENPEN INC&v DESIGNERS OF FINE WOMES SINCE 1908 • UAMSlk DE61G 4111* I'v �• INCORPORATED SOS GLEN STREET -GLENS FALLS -NEW YORK -12801 FHONE:(FAWI s HOUSE FAX:(518)198-901 a X I\ _311MIL THIS IS AN UNHEATED STRUCTURE IS NOT RECUIREP TO MEET THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ) L/ TO THE BEST OF OUR KNOWLEDGE. BELIEF, 3 PROFESSIONAL JUDGEMENT, SUCH PLANS 6 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 1010 RESIDENTIAL BVILO/N6 CODE OF NEN YORK BTA TC 6 THE 2010 ENER6YCONBER VA TION COMO TRUCT/ON CODE O/ NEW YORK 0TA7E. COPYRI6HT a 2014 BY WILLIAM5 4 NILLIAMS OESIGNER5. ALL RI&HT5 RESERVED. ALL WILLIAM5 WILLIAM5 17E516NER5' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COFYRI6HT OFFICE. THIS DRAWING 15 AN I145TRUMENT OF SERVICE AND MAY NOT BE ALTERED. REPRODUCED, COPIED. OR U5ED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAM5 4 WILLIAM5 DE516NER5. UNAUTHORIZED ALTERATIONS OR ADDITION5 TO TH15 DRAAING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. ARTICLE 145 SECTION T 209. DO NOT SCALE THESE DRAWI1,165. THEY MAY NOT BE TO EXACT 5CALE. USE ONLY THE DIMENSION5 5HOAN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMR BEFORE PROCEEDING WITH CONST" - SHALL NOTIFY WILLIAM5 I ` enln(� ANY DISCREPANCIES AM54 WILLIAM9 dames G1enRd_ STRUCTURALR551-S LE R BILEM 3,5R,dgeetaehed TO FOLLOW THESE Garage PLAN NO: 8 6 4CG- 14 PA&F. 1 of 5 DRAWN BY: JG REV151ON5/DATE: W 0 Z Z u. Q Z D dlW w 40Q x � 10 z .n w w. lu � J ADDRESS: S 9 5 RIDGE ROAD QUEENSBURY NEW YORK r 01 zu� �0")X :z U_ �I-LLW W W d) d) ZQ IL � rr a %3 LU 20 t SEAL: 201 4.454 2g7.17_A_63 EAR AR IFING 5H :E BOARD !P051TE T BOARD DE TURAL JIa GABLE END VENT 50 YEAR ARCHITECTURAL ROOFING SHINGLES FRIEZE BOARD COMPOSITE 510INO SKIRT BOARD PLAN NO: 8646-14 P�GE 2 oP " i DRAINN BY: RIGHT SIVE ELEVATION TE: �z i x� iw ►p �z �w J SCALE: 1/4"m V-011 I L4 y iaa� �I T IG ti rl4 Ik I Il pppp pp Op r R Ft ELMYATION mss, v IrJ, II , JIa GABLE END VENT 50 YEAR ARCHITECTURAL ROOFING SHINGLES FRIEZE BOARD COMPOSITE 510INO SKIRT BOARD PLAN NO: 8646-14 P�GE 2 oP " i DRAINN BY: RIGHT SIVE ELEVATION TE: �z i x� iw ►p �z �w J SCALE: 1/4"m V-011 � {• ir�d�� TI � +Y r: �� 1/t 6�� } TO TNN BEST OF OUR KNOWLEDGE, BELIEF, J PROFESSIONAL .IUDGEMENT, SUCH PLANS 4 4PECIFICATIONS ARE IN COMPLIANCE WITH THE 3010 RGO/OLNT/AL MWAJP/Ni 0009 OP NGY YORK ATATG6 THE 30109N9ROY OON09RVA17OM "NO r)9WTON 0009 OF N9/Y YORK OTATG COPYRI*Wr O 3014 BY WILLIAMS ♦ WILLIAMS, DESIONERS. ALL RIONTS RESERVED, ALL V416WAMO O WILLIAMS DC*IONERO' PLANO HAVE BEEN RNOIOTERED WITH THE UNITED STATES COPYROONT OFFlCE, TWO DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTCN PNRMEVSION FROM WILLIAMS 4 WILLIAMS DESIONNI[S. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TWO DRAWING IO A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 140 SECTION 7401. DO NOT SCALE THESE DRAIACKG0. THEY MAY NOT BE TO E%ACT OCALC. U*C ONLY THE DIMCNOIONO SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLN SUU,DINO CODES TO ENSURE THAT PLAN* AND DETAILS CONFORM TO ALL REOUIRNMCNTS. THEY SHALL VERIFY ALL DIMENSIONS BNFORC PROOENDINOO WITH CONSTRUCTION AND SMALL NOTIFY WILLIAMO 4 WILLIAMS DESIGNERS OF ANY DIOCRI PANCINS BEFORE WORK 10 PERFORMED. WU.LIAMS 4 WU.LIAMS ONSIONERS SMALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RCOULTINO FROM FAILURE TO FOLLOW THESE PLANS AND OETAILS. 7Tr�6: SEP 1 2014 I L4 y iaa� �I T ti rl4 Ik I Il pppp pp Op r R Ft ELMYATION wj , � {• ir�d�� TI � +Y r: �� 1/t 6�� } TO TNN BEST OF OUR KNOWLEDGE, BELIEF, J PROFESSIONAL .IUDGEMENT, SUCH PLANS 4 4PECIFICATIONS ARE IN COMPLIANCE WITH THE 3010 RGO/OLNT/AL MWAJP/Ni 0009 OP NGY YORK ATATG6 THE 30109N9ROY OON09RVA17OM "NO r)9WTON 0009 OF N9/Y YORK OTATG COPYRI*Wr O 3014 BY WILLIAMS ♦ WILLIAMS, DESIONERS. ALL RIONTS RESERVED, ALL V416WAMO O WILLIAMS DC*IONERO' PLANO HAVE BEEN RNOIOTERED WITH THE UNITED STATES COPYROONT OFFlCE, TWO DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTCN PNRMEVSION FROM WILLIAMS 4 WILLIAMS DESIONNI[S. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TWO DRAWING IO A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 140 SECTION 7401. DO NOT SCALE THESE DRAIACKG0. THEY MAY NOT BE TO E%ACT OCALC. U*C ONLY THE DIMCNOIONO SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLN SUU,DINO CODES TO ENSURE THAT PLAN* AND DETAILS CONFORM TO ALL REOUIRNMCNTS. THEY SHALL VERIFY ALL DIMENSIONS BNFORC PROOENDINOO WITH CONSTRUCTION AND SMALL NOTIFY WILLIAMO 4 WILLIAMS DESIGNERS OF ANY DIOCRI PANCINS BEFORE WORK 10 PERFORMED. WU.LIAMS 4 WU.LIAMS ONSIONERS SMALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RCOULTINO FROM FAILURE TO FOLLOW THESE PLANS AND OETAILS. 7Tr�6: SEP 1 2014 TR'J55 PP CHORD TR'J55E5 T CHANG WALL DETAIL 1 SCALE: 1/4"- 1'-0" WINi70kN 4 POOR SGNEt7ULE MANUFACTURER PLAN SERIES/ UNIT NO. MODEL ROUGH STYLE OPE 4INcy WIOTH HEIGHT $Q. FT. GLA55/ 50. FT. VIS. VENT So. FT- CLEAR OPENING/ CLEAR EGRESS OPENING WIDTH HEIGHT QTY, LOCATION U -VALUE SHGC ANVERSEN TAA 3 400 ISH 5'-0 1/51, 4'- 1/ " .05 4,51 4.4a 3 / 20 1/4 1 GARAGE SHOP .50 ANEPEPMEN TW2 1 41 4 O ISH '-0 7/ " W -O '1/8" 10.4 5 5. 1 3 1 _•/ 6 114 1 ATTIC.50 .25 THERMATRU T262-3068 T HNG 82 1 /2" 52 1 /2" I GARAGE 25 16 W u W u I al 'ALL WINOOW5 4 PO SRS TO HAVE LOW I- ARGON FILLED GLASS 4H- -o" O � / LINE OF ROOF OYER HANG TKU55 TOP CHORD 'rO 5E DROPPED TO ALLOW 2x4 OVER HANG 5UPPORT AT PKOW EXTENSION (SCE DETAIL 1) ATTIC FLOOR PLAN SCALE: 1/4"n V_OII PLAN NO: 6646- 14 PA&Fm 3 OF DRAWN BY: JG REVISIONS/DATE: UNIX NJ if ivP � • r m'G'd"y�: `y, I s _:` " + `•w� r ,]YaZ` ie.e�'3c."� A ,' �Ie ZZYY u- J ti �� .ss Me'I a P lii i i IL .H. � O � Z -4q =n900D OR 8O 03 ----- — n 2-2x12HSADER.. �-2x t 2 y_Aac I _R s - ` �. . i1 ;. �,Ii », !. , CONCRETE O ' 'I ' » ia; SIDEWALK 6 4" THICK ON G „ GR ETEON , A I'R 1 N� � » r :f di irk,-. J II � 5or TO THE "Or OI' 41 KNOY'U. msR.JBELIEF,L^K6 r t 'ii' »5 ; u fPECIPI APr1ON6 ARE IN COMPLANGE MYTN THE TO 10 fir, �r 1 40OWN Off _ _ 'III ,tI ,' II�O�OSNgtiY NGONSSRVAT/ON CONSTItYG77ON d THE 6- 4ODSOF NOM YOWK STArF— AMS DRSIONAR0. L R RISNTS LOERYEP, ALJ. MILLI Mf t WILLAMS DRbISNERWFLANb NAVE BEEN ft"ISTERRD SEAL: t NTH THE UNITED 6TATR6 COPYRIOW OFFICE, TMS EP r FIRST O O 'PLAN NOT BE Mf AN IM6TRYMRNT a CERVICE AND MAY 20�� ' P � NOT BE µTREED, REPRODUCED, COPIED, OR U06D FOR CONDTRYCTION YYTHOUT TME ARITTRN a� PERMISSION FROM WILLIAM , t WILLIAM& DRfISNRRS. SCALE: f UNAUTHORIZED ALTRRATWN6 OR ADDITIONS TO TMW SVIlLE• 1 /41I-1 I -SII PRANKS 16 �' VIOLATION OF TNR NRA YORK OTATR EDUCATION LAW, ARTICLE 146 SUCTION 7301. DO 13 ! NOT &CT SCALE. U&E ONLY TKa D MRNMON OHOANTHEY MAY NOT BE O CXA OWNER AND CONTRACTOR SMALL CONSULT ALL APPLICABLE BNLDINO COORS TO ENSURR THAT ' 3 PLANE AND DETAIL& CONFORM TO ALL j REOYIRRMENTS. THEY &MALL VERIFY ALL DIMRNSIONf BEFORE PROCREDINO WITH CONSTRUCTION AKD d fNALL NOTIFY WLLIAMb t WILLIAMS DRbISNRRb OF ' ANY DISCRRPANCIRS BEFORE WORK 16 FRRFORMRD. WILLIAM& It PULLIAM6 086I0NERS 614ALL NOT BE 1 ANSPONSIBLR FOR ANY ADDITIONAL COST& OR STRUCTURAL PROBLEMS RE6ULTINO FROM FAILURE TO POLLOA TIMOR PLANS AND DSPAILS. I 0 tmvS4 a�"`d i TW210410 i I AI I I t z J I W u W u I al 0 1 IL �1L u u I IL I IL W z W x I I r -- I -FU-LL-� I I PULL I I ST�IR9 II L I I ATTIC I I I I I III f I I I ,n, u I� kn III Q I I J�I "O, 6 I I a aF: 1 n 1— , x I IQq OIC O I J Q, J - I I I I - O i O I I I I I O � / LINE OF ROOF OYER HANG TKU55 TOP CHORD 'rO 5E DROPPED TO ALLOW 2x4 OVER HANG 5UPPORT AT PKOW EXTENSION (SCE DETAIL 1) ATTIC FLOOR PLAN SCALE: 1/4"n V_OII PLAN NO: 6646- 14 PA&Fm 3 OF DRAWN BY: JG REVISIONS/DATE: UNIX NJ if ivP � • r m'G'd"y�: `y, I s _:` " + `•w� r ,]YaZ` ie.e�'3c."� A ,' �Ie ZZYY u- J ti �� .ss Me'I a P lii i i IL .H. � O � Z -4q =n900D OR 8O 03 ----- — n 2-2x12HSADER.. �-2x t 2 y_Aac I _R s - ` �. . i1 ;. �,Ii », !. , CONCRETE O ' 'I ' » ia; SIDEWALK 6 4" THICK ON G „ GR ETEON , A I'R 1 N� � » r :f di irk,-. J II � 5or TO THE "Or OI' 41 KNOY'U. msR.JBELIEF,L^K6 r t 'ii' »5 ; u fPECIPI APr1ON6 ARE IN COMPLANGE MYTN THE TO 10 fir, �r 1 40OWN Off _ _ 'III ,tI ,' II�O�OSNgtiY NGONSSRVAT/ON CONSTItYG77ON d THE 6- 4ODSOF NOM YOWK STArF— AMS DRSIONAR0. L R RISNTS LOERYEP, ALJ. MILLI Mf t WILLAMS DRbISNERWFLANb NAVE BEEN ft"ISTERRD SEAL: t NTH THE UNITED 6TATR6 COPYRIOW OFFICE, TMS EP r FIRST O O 'PLAN NOT BE Mf AN IM6TRYMRNT a CERVICE AND MAY 20�� ' P � NOT BE µTREED, REPRODUCED, COPIED, OR U06D FOR CONDTRYCTION YYTHOUT TME ARITTRN a� PERMISSION FROM WILLIAM , t WILLIAM& DRfISNRRS. SCALE: f UNAUTHORIZED ALTRRATWN6 OR ADDITIONS TO TMW SVIlLE• 1 /41I-1 I -SII PRANKS 16 �' VIOLATION OF TNR NRA YORK OTATR EDUCATION LAW, ARTICLE 146 SUCTION 7301. DO 13 ! NOT &CT SCALE. U&E ONLY TKa D MRNMON OHOANTHEY MAY NOT BE O CXA OWNER AND CONTRACTOR SMALL CONSULT ALL APPLICABLE BNLDINO COORS TO ENSURR THAT ' 3 PLANE AND DETAIL& CONFORM TO ALL j REOYIRRMENTS. THEY &MALL VERIFY ALL DIMRNSIONf BEFORE PROCREDINO WITH CONSTRUCTION AKD d fNALL NOTIFY WLLIAMb t WILLIAMS DRbISNRRb OF ' ANY DISCRRPANCIRS BEFORE WORK 16 FRRFORMRD. WILLIAM& It PULLIAM6 086I0NERS 614ALL NOT BE 1 ANSPONSIBLR FOR ANY ADDITIONAL COST& OR STRUCTURAL PROBLEMS RE6ULTINO FROM FAILURE TO POLLOA TIMOR PLANS AND DSPAILS. I 0 tmvS4 a�"`d WEI �� w METAL SLIDE COMPONENT ATTACHEV CRITERIA TO TRUSSES ,APRON SEE SECOND GODGOrNL/Y YORK STATlA FLOOR PLAN Air barrier end thermalbarrler 121-0 11 i 30 YEAR ARCHITECTURAL ROOF SHINGLES ff u:d cont:nuaus alignment with bAding envelope air TTI I I 3 PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl SARASE a, J � 4" THICK GONG. BLAB 12 :EATEV SILL 4 zz .R 1/2" VIA. x )R BOLTS 0 6' C. 412" FROM :NER5 4 EN05 12 SECTION B 1/4 SCALE: 1/4"m '—O" .006 POLY VAPOR BARRIER 6" POROUS FILL 19 SCALE: 1/4"m V-011 f 1/2" 0.5.5. ROOF SHEATHING W/ H -CLIPS 15# ROOFING FELT 50 YEAR ARCHITECTURAL ROOF 5HINGLi ICE 4 WATER SHIELD ENTIRE ROOF PLANE METAL DRIP EVGE i 2x6 SU5FACIA 1 x5 TRIM ALUMINUM FASCIA VINYL VENTEV SOFFIT 2-2x 10 BEAM 1 ANGLE BRACKET 2x4 5TUVS G 1 6" O.G. -7/16" 0.5.5. WALL SHEATHING BUILVING WRAP COMPOSITE 51®ING CONCRETE SLAB ON GRAVE PITCH %4/ 1 2 GRAVE TO DROP 6" IN FIRST 1 O' RUN AWAY FROM HOUSE CONTINUOUS RIDGE VENT MANUFACTUREV TRUS5E5 0 24" (WEB PE5*N 5Y MANUFACTURE'' 1/2" O.S.B. ROOF SHEATHING W/ Hf CLIPS # FE T iV 4" THICK CONCRETE °KI 4" THICK CONCRETE BASE - —------------------- — 1 { *"rA°,a4WW_wa�.^�4-�'.` a',s4 ,?.I; — — — — — — —L— — — — — — — — — — — — — — — 1 5" THICK POURED CONCRETE FOUNDATION WALL WITH #5 54R5 VERTICALLY a 4' O.G. CENTERED ON 16" WIDE x 5" THICK CONCRETE FOOTING WITH 2 -NO. 4 5AR5 CONTINUOUS. I 15 ROOFING L COMPONENT CRITERIA ,APRON GODGOrNL/Y YORK STATlA 1 Air barrier end thermalbarrler ext 4rhr therm,�envelo a Insu.Iatlon for framed wells Is fnslalled in 30 YEAR ARCHITECTURAL ROOF SHINGLES ff u:d cont:nuaus alignment with bAding envelope air DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II I I PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl I In're qs o are filled or repaired. ICE 4 WATER 5HIELV ENTIRE ROOF;i AIr-permeea.e Inada of -1 on 9 nota ed as a sealing materfaL NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED AIr-permeabe Ii�sde on s In9.'de of an air barrier. PITCH 5LA5 TOWA9D50.H. DOOR Air bWrler H 4g dropped - eilLng/soffit is suostantlally aligned with 2 eelllnyat't!t lns2a-loft and ary gaps we sealed. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS - A -Wo ac-ess(cxcep. elrenud arta), knee wait door, or drop down DRAWING M A VIOLATION OF THE HER YORK STATE s:a;r is sealed.'. ,.. IMPLICATION LAA.All 140 SECTION 720-1. DO Corners andheiders we Insulated. g walls .• and sEplate Is sealed. ;,•„ .PITCH SLAB windows and door9 Spacebet:;eenaIndow/door Jambs and framing is sealed. OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL ✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING s Rim Joists Rim Jotsts we l Mated anal Include an air barrier. PLANS AND Pill OONFORM TO ALL <t i RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS b Floors Insufathnfs:nsleSed to ma:n:a:n permananl conte -t of SEPORE PROCEEDING MNTH CONSTRUCTION AND (Including above -garage and 9%bPoor deckim Alrbarr'er Is Installed at any exposed edge of cantilevered floors) lnsla:'om ' 7 crawl space wa_s m9•ufalbn is perrysaren !� a !Ached to walls. 17RIP EVGE "3 dis covered wi:helase lvepor STRUOTURAL FROMEMS RESULTINO FROM FAILURE rC.arder wrh ojerlapp:ng ]ovlt 9:teped. g Shaft9,penrrathns eruct sraf- s, At g pere.rcllons, knee walls and flue shafts opening to �—METAL 2x6 5U5FACIA I Narrow "A4:" :Saga mnarroW writes are out :ofit,ormarrow anvitleo arefllled by spraaed/a wnpsla oa 10 Garage separathn Air 3ea1ng79 pTr!ded^e.weeh the garage and condi:(oned spaces. 11 I Rr-a»ed Vght)jxtues we aitight. lC rated, and sealed to drgwal. SOFT GUT CONTROL JOINT UNDER WALL A50VE I a —1 x5 TRIM I ALUMINUM FASCIA hswla•hh is plaaed'o'ten oside and pipes. 114 •' ' ser insda+.on 1p cr of. around whing and plumaing, or '', w sprayedlo,.wn �sla'hnextend9 behind piping and wiring. 15 Oho war/t:b on exterhr waJ VINYL VENTED SOFFIT .r._ 5 e W et fng t@emfromext erlor wall. 14 CGGlric alprare baX on Alraarr'er ext I d9 aehil:db'JXe9 or air Sealedtjpe boxes are in9t aned. exterior wLs i 7D , Air berr:er"s in aCd in'cdmmon wall between dwelling•unite. 16 HVAC r e g s t crbo of s FNA'register Coe:s that penetrate building envclope ere Sealed to s:bfloor or dr wall I ill Fireplace Flreplace walls olude an air barrier. —2x4 5TUV5 ® 16" ' —7/16" 0.5.5. WALL SHEATHING m I I AI I UNEXGAVATEP Ii —lSUILVING WRAF .: I r I --. 4" THICK CONCRETE 5LA5 —COMPOSITE 51PINC7 2 II o II —2x4 TREATED 51LL 4 51LL SEALER 13 1/2" VIA. x 10" ANCHOR BOLTS a V O.G. Q 'DROP SHADED AREAS TO 412" FROM CORNERS 4 ENDS m i I o ALLOW 4' THICK CONCRETE I i i ( I 5LA5 TO SE POURED OVER —GRADE TO DROP 6" IN FIRST 10' SUN AWAY FROM HOUSE _E - V13 i I 8 " THICK POUREV CONCRETE FOUNDATION WALL GENTEREV ON 16" WIRE x8.' THICK CONCRETE FOOTING WITH 2 -NO. 4 BARS ' ,' GONTINUG'us. I i G NTL' A.1 — 41,� I 1 I 1 - ----------------------- � I -`------------------------- A f 1 4" THICK1.. dJ •F ^;off tl gym., " p s CONCRETE APRON g: �_ OL 1. w"A. 5 " THICK POURED CONCRETE FOUNVATION WALL CENTEREV ON 16" WIVE x8" THICK CONCRETE FOOTING WITH 2 -NO. 4 BARS CONTINUOUS. r 9 ,d Table 40;.4.2 Air Barrier and Insulation In5pei tion Component Criteria NUMBER COMPONENT CRITERIA GODGOrNL/Y YORK STATlA 1 Air barrier end thermalbarrler ext 4rhr therm,�envelo a Insu.Iatlon for framed wells Is fnslalled in COPYRI6NT O 2014 WY MULLIAMS a MIILLIAMS subst entlal Contac: u:d cont:nuaus alignment with bAding envelope air DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II barBer. PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl 3reaks or yhlnlg In're qs o are filled or repaired. AUTH I STRUM N OFSERVICEANT 4Twe ORAMUNb if AN INSTRUMENT OF SERVICE AND MAY RAPUM 16 AN AIr-permeea.e Inada of -1 on 9 nota ed as a sealing materfaL NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED AIr-permeabe Ii�sde on s In9.'de of an air barrier. FOR OONSTRUOTION WITHOUT THE WRITTEN Air bWrler H 4g dropped - eilLng/soffit is suostantlally aligned with 2 eelllnyat't!t lns2a-loft and ary gaps we sealed. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS - A -Wo ac-ess(cxcep. elrenud arta), knee wait door, or drop down DRAWING M A VIOLATION OF THE HER YORK STATE s:a;r is sealed.'. ,.. IMPLICATION LAA.All 140 SECTION 720-1. DO Corners andheiders we Insulated. g walls _unct'onof touidatlon and sEplate Is sealed. ;,•„ 4 windows and door9 Spacebet:;eenaIndow/door Jambs and framing is sealed. OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL ✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING s Rim Joists Rim Jotsts we l Mated anal Include an air barrier. PLANS AND Pill OONFORM TO ALL RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS b Floors Insufathnfs:nsleSed to ma:n:a:n permananl conte -t of SEPORE PROCEEDING MNTH CONSTRUCTION AND (Including above -garage and 9%bPoor deckim Alrbarr'er Is Installed at any exposed edge of cantilevered floors) lnsla:'om ' 7 crawl space wa_s m9•ufalbn is perrysaren !� a !Ached to walls. "3 dis covered wi:helase lvepor STRUOTURAL FROMEMS RESULTINO FROM FAILURE rC.arder wrh ojerlapp:ng ]ovlt 9:teped. g Shaft9,penrrathns eruct sraf- s, At g pere.rcllons, knee walls and flue shafts opening to eX:CrlJf or ncgedl! aned spa C are Sealed. I Narrow "A4:" :Saga mnarroW writes are out :ofit,ormarrow anvitleo arefllled by spraaed/a wnpsla oa 10 Garage separathn Air 3ea1ng79 pTr!ded^e.weeh the garage and condi:(oned spaces. 11 Receeaed llg'r :;ng Rr-a»ed Vght)jxtues we aitight. lC rated, and sealed to drgwal. Gxcep bn-fixtures in. edl heed space. 12 Plumb(ng ud•wlrrg hswla•hh is plaaed'o'ten oside and pipes. 114 •' ' ser insda+.on 1p cr of. around whing and plumaing, or '', w sprayedlo,.wn �sla'hnextend9 behind piping and wiring. 15 Oho war/t:b on exterhr waJ 6ia'wer9 and lugs on x cror walls have imula.Ion ad an alrbarr:er .r._ 5 e W et fng t@emfromext erlor wall. 14 CGGlric alprare baX on Alraarr'er ext I d9 aehil:db'JXe9 or air Sealedtjpe boxes are in9t aned. exterior wLs i 7D Common wall Air berr:er"s in aCd in'cdmmon wall between dwelling•unite. 16 HVAC r e g s t crbo of s FNA'register Coe:s that penetrate building envclope ere Sealed to s:bfloor or dr wall I ill Fireplace Flreplace walls olude an air barrier. I CONCRETE 51DEWALK 1W m o- � �y I 1'-q 5/4" q'-4 1/2" 1' i 1 / q'-4 1/2" 1' q 5/#" `= W -O 24'-0° I 01 SASEMENT P'JAN O jol iSCALE: 1/4"M 1'-0" TO THE WEST OF OUR KNOWLEDOG, WMLIMP, a FROFGS*IONAL JUDOCMENT, III FLANS a OPMCIFNSATIONS ARE IN COMPLIANCE WITI4 TNM 3010 1 I"1 R6S/DCNrKL VIN -MN& GOOIMOPNEM YORK &TATs PLAN NO: 864&-14 PA&E 4 OF 5 t7RA VIN BY: JG REV ISIONS/32ATE: A PPRESS: 5"5 1%I06E ROAD QUEENSBURY NEW YORK r 0 ry Lu �Lh u- _ u_III z J s!1 A to Q-. SEAL: SEP 19 2014 TNG 30 tO CNGtOY GGMVSCRYAT/O/Y GONOTR4G770N GODGOrNL/Y YORK STATlA I T ^ALL PS.TAIL COPYRI6NT O 2014 WY MULLIAMS a MIILLIAMS DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl OUREa CONCRETE WALL AS 5PECIFIED ',` AUTH I STRUM N OFSERVICEANT 4Twe ORAMUNb if AN INSTRUMENT OF SERVICE AND MAY RAPUM 16 AN 1 NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED WALL REINFORCEMENT A5 5F'EGIFIED FOR OONSTRUOTION WITHOUT THE WRITTEN '.{ PERMISSION FROM WILLIAMS a 1014.LIAMS 0E010NERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS CONCRETE FOOTING DRAWING M A VIOLATION OF THE HER YORK STATE IMPLICATION LAA.All 140 SECTION 720-1. DO I!I!I! Y ,• i N0.4 51E5MIG SAP.X48” O.G. TO BE INSTALLED 3'• NOT SCALE THESE PRAWINO*. THEY MAY NOT WE TO EXACT SCALE. USE ONLY THE DIMENSIONS SM011 ROM BOTTOM OF FG70TING A EXTEND UP INTO OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL ✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING APPLICABLE WUILOINO CODES TO ENSURE THAT so a' r REINFORCEMENT OR PLANS AND Pill OONFORM TO ALL RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS IN5TALL A 1 1/2"X 1 1/2" KEYWAY SEPORE PROCEEDING MNTH CONSTRUCTION AND SHALL NOTIFY MNLLIAMO a YNLLIAMO DMSIONIMRS OF ANY DISGRlPANGIG* BIMFORN WORK 10 ►IMRFORMIll WILLIAMS a WILLIAM* DEOIONGR* SMALL NOT BG RESPONSIBLE FOR ANY ADDITIONAL SOOTS OR STRUOTURAL FROMEMS RESULTINO FROM FAILURE .F TO FOLLOW THESE PLANS AMC DETAILS. PLAN NO: 864&-14 PA&E 4 OF 5 t7RA VIN BY: JG REV ISIONS/32ATE: A PPRESS: 5"5 1%I06E ROAD QUEENSBURY NEW YORK r 0 ry Lu �Lh u- _ u_III z J s!1 A to Q-. SEAL: SEP 19 2014 0 PLAN NO: ILLIAM5 DESIGNERS ALL RIGHTS RESERVED.ALL 1- FLOOR.- 9/a" T46 O.S.B. (ORIENTED STRAND BOARD) NAILING SCHEDULE TRU55 8 BRACING DETAIL E 8 6 46-1 �4 COPYRIGHT a 201 1 BY WILLIAM6 b W NILLIAMS A NILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED E NITHIN 2- ROOF- YY 0.5.B. (ORIENTED STRAND BOARD) SPACING OF STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY 3- NALL-7/16" O.S.B. (ORIENTED STRAND BOARD) FASTENERS NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION NITHOUT THE INSULATION (UNLESS OTHERNI5E NOTED) 1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W WRITTEN PERMIS51ON FROM NILLIAMS 8 NILLIAM5 DESIGNERS, TO DO 50 15 A 1- CEILING NITH ATTIC, SPACE..........................1 2" THICK K543 KRAFT FACED --- VIOLATION OF FEDERAL COPYRIGHT LAN5. UNAUTHORIZED ALTERATIONS OR 2- 5LOPED CEILING WITHOUT ATTIC, SPACE .... SY4" THICK RSOC, KRAFT FACED WALL. 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES ADDITIONS TO THIS DRANING I5 A VIOLATION OF THE NEW YORK STATE EDUCATION 5- EXTERIOR NALL5.........................................6" THICK K21 KRAFT FACED/POLY 1 6" O.G. LAN, ARTICLE 14 5,5EGTION'72011. THESE DRANINGS ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................11" THICK K50 KRAFT FACED --- PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY NRITTEN AGREEMENT. 5- BASEMENT NALL5........................................3 Y2" THICK R 15 POLY --- DOUBLE. STUDS, FACE NAIL NOTE: ALL VAPOR BARRIERS (KRAFT 09 POLY) TO BE INSTALLED ON THE 24" O.G. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM WINTER NARM SIDE. 24" O.O. STANDARDS OF CONSTRUCTION. THE VKANIN65 SHALL GOVERN OVER THE NOTES IN 5 3-1 11 161, O.G. ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE 5-160 --- -FACE RESIDENCE. CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, BLOGKIrG BETWEEN J015T5 OR RAFTERS TO TOP PLATE, TOE CONTRACTOR NILL P05T THE ENERGY GORE CERTIFICATION ON THE ELECTRICAL PANEL BOX. --- THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR MISCELLANEOUS CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE SAFETY TO OUTSIDE. IDE 5 AIR 1 . EXHAUST ALL FANS VENTS DIRECTLYPROVIDE 6" O.G. PRECAUTIONS U5ED OR REOUIRED IN CONTRACTOR, 5U5CONTRACTOR5 OR ANY EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM. --- , OTHER PEKSON5 PERFORMING ANY NOKK OR FOR THEIR FAILURE TO CARRY OUT 2. I.C. LABELED RECESSED LIGHTS REOUIRED IN INSULATED CEILINGS. 00VISIONS/11ATE:: THE NORK IN ACCORDANCE NITH THE CONSTRUCTION PLAN5/DOCUMENTS. 5. SMOKE DETECTORS TO BE NIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. 1 6" ALONG 1 1 . INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY EACH EDGE GONTIN, EO HEADER, TNO PIECES BACKUP. MINIMUM LEGATIONS: 1 6"ALONG IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION PLAN5/ A- ONE ON EVERY LEVEL EACH EDGE DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE B- ONE IN EVERY BEDROOM --- DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE G- ONE NITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY --- CONTRACTOR FAIL5 TO DO 50, HE SHALL BEAR ALL G05T5 A55OCIATED WITH WHEN REPAIRS REOUIRING A PERMIT OCCUR, THE INUIVIDUAL DWELLING UNIT --- PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR --- CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE NEW DNELLING5; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND --' DE5IGNER IN NRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE HARD NIRED. --- CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN NRITING, OR ALLOW REASONABLE 4. PROVIDE INTERCONNECTED C.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, --- TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE NITH THE THE C.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS, --- DE5IGNER5 5UGGE5TED METHODS, THEN THE GONTKAOTOR SHALL BEAR ALL C05T5 AN INTERCONNECTED G.O. DETECTOR SHALL AL50 BE PLACE IN EACH BEDROOM --- ASSOCIATED WITH SUCH DEFECT. NITH A COMBUSTIBLE FUELED APPLIANCE. NHEN REPAIRS OF FUEL -FIRED APPLIANCES 241104. "t AND EQUIPMENT, SOLID -FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES NAIL EACH LAYER AND GHIMNEY5 OCCUR, THE INDIVIDUAL DNELLING UNIT SHALL BE PROVIDED NITH A5 FLLOWS: 32 THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND CARBON MONOXIDE DETEGTOR5 AS REQUIRED FOR NEW BUILDINGS. O.G. AT TOP AND FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE S. CONTRACTOR 15 RESPON515LE FOR DESIGN AND PROPER FUNCTION OF HVAC BOTTOM VERTICAL AND LATERAL LOADS SYSTEMS. ALL NORK SHALL BE DONE IN AND ELECTRICAL SYSTEMS. STAGGERED. TWO COMPLIANCE NITH NEN YORK STATE CODES AND LOCAL GORES AND ORDINANCES. 6. ALL NINDOW5 TO CONFORM TO AAMA/NNWDA 10 1/1.5.2 NAILS AT ENDS VERIFY ALL DIMENSIONS PRIOR TO ERECTION. ! 1. ALL EMERGENCY EGRESS WINDONS AND BEDROOM NINDON5 MUST MEET THE AND AT EACH VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF FOLLOWING GUIDE LINES: SPLICE. 2" fvL.Atp5ATEACH A- CLEAR OPENING OF 5.7 5QUARE FEET ABOVE OR BELOW GRADE ; FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/09 GENERAL B- CLEAR OPENING OF 5.0 5QUARE FEET AT GRAD d. MUST TERMINATE AT NlALL5 OR NENEL POST. e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER. f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2" CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING STRUCTURAL CONDITIONS 4 C- MINIMUM HEIGHT OF 2 " " .r DIMENSIONS PRIOR TO ORDERING MATERIAL d BEGINNING CONSTRUCTION. " D- MINIMUM WIDTH OF 20" n NQ W YORK 5. SAFETY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT: A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 11 SQUARE FEET KAFTEA_ TIE5 TO RAFTERS, FACE NAIL }FOUNDATIONS B- BOTTOM EDGE LE55 THAN 15" ABOVE FLOOR 36' DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF m OF FASTENER a,c,d FASTENERS JOIST TO SILL 09 GIRDER, TOE NAIL 5-50, 1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W 1 x6 5USFLOOR OR LE55 TO EACH JOIST, FACE NAIL 2_5P --- 2" 51,15FLOOK TO J015T OR GIRDER, BLIND AND FACE NAIL--- 4 , y WALL. 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES 50LE PLATE TO J015T OK BLOCKING, FACE NAIL 1 612 1 6" O.G. TOP OR, SOLE PLATE TO STUD, END NAIL 2-160 --- 5TUD TO 50LE PLATE, TOE NAIL 5 -SD, 2- 160 --- DOUBLE. STUDS, FACE NAIL 1017 24" O.G. DOUBLE TOP PLATES, FACE NAIL 100 : 24" O.O. 50LE PLATE TO J015T OR BLOCKING AT BRACED WALL PANEL 5 3-1 11 161, O.G. OOUBL� TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS, 5-160 --- -FACE FACE NAIL IN LAPPED AREA 6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 5 BLOGKIrG BETWEEN J015T5 OR RAFTERS TO TOP PLATE, TOE 3 -SD --- NAIL RIM DEIST TO TOP PLATE, TOE NAIL SD 6" O.G. F TOP PLATES, LAPS AT CORNERS AND INT®REEGTIONS, FACE 2-100 --- , NAIL 1 00VISIONS/11ATE:: BUILT-UP HEADER, TWO PIECES NITH Y2" 5PACER 160 1 6" ALONG 1 1 . PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING, EACH EDGE GONTIN, EO HEADER, TNO PIECES 1 612 1 6"ALONG 4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'. EACH EDGE CEILING'J015T5 TO PLATE, TOE NAIL 3-50 --- CONTINUOUS HEADER TO 5TUD TOE NAIL 4-50 --- GEILING'.JOIST LAPS OVER PARTITIONS FACE NAIL 5-100 --- GEILIN67J015T TO PARALLEL RAFTERS FACE NAIL 5- 1 OD --- RAFTER TO PLATE TOE NAIL 2-160 --' 1 " BRACE TO EACH 5TU17 AND PLATE FACE NAIL 2-5D --- 1 "x6" SHEATHING TO EACH BEARING. FAC NAIL 2-50 --- 1 "x8" SHEATHING TO EACH BEARING. FACE NAIL 2-50 --- NI ER -HAN 1 "X5" SHEATHING TO EACH EEAKING,F NAL 3-812 --- BUILT-UP CORNER 5TU175 1OD 241104. BUILT -UF GIRDERS AND BEAMS, 2" LUMBER LAYERS 1 OD NAIL EACH LAYER d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL 5TAIRNAY5. A5 FLLOWS: 32 O.G. AT TOP AND 3 -HANDRAIL EQUIE EN 5: MUST CONFORM TO R3 1 1.5.6. a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 6 6 BOTTOM INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR STAGGERED. TWO „4 NAILS AT ENDS „ ` AND AT EACH VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF • '" SPLICE. 2" fvL.Atp5ATEACH ; d. MUST TERMINATE AT NlALL5 OR NENEL POST. e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER. f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2" ROOF IAFTER5 TO RIDGE, VALLEY OR HIP RAFTERS: O " " .r TOE NAIL-- UADRAIL REQUIREMENTS; ,,4- GR n NQ W YORK KAFTEA_ TIE5 TO RAFTERS, FACE NAIL 5 -SD --- MINIMUM OF I- PROVID WEB BRACING A5 PBR MANUFACTURERS ARCHITECTURAL TRUSS SHEETS G- ONE OR MORE WALKING 5URFAG 5 IS HORIZONTALLY OF TH GLAZING 12- E GREATER THAN 56" m INTERMEDIATE SUPPORTS 2- 2" NOMINAL LUMBER FASTENER b,c,d , MATERIA_5 1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W 14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G. 5- INTERVAL OF1O'BRACES TO BETO HAVE 15ECURELY ANCHORED NUOUS LATERAL IINTO SOLID END Y2 GY SUM BOARD PA&F5 4 , y WALL. 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES " OP 50 E- G�AZIENGGADJOINING STAIRS WITHIN 60 OF OOVE TOM TREAD OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH I 200 0 Q ENDS. q h h 5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING 17PLAAN BY: SCHEDULE. PROVIDE A 50"x22" ATTIC ACCESS IN A HALLWAY OR A READILY AGGE551BLE �' COMMON NAIL; 1 5/ff 6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 5 JG HORIZONTAL. SHEETS PER 2 TKU55E5 DURING CONSTRUCTION. 0 Y- LAP ALL LATERAL BRACES MINIMUM 2'. S.BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 28 DAYS, OR 1 O. PROVIDE AN 1 8"x24" CRAWL SPACE ACCESS. 1 WOOD STRUGTURA_ PANELS, SUBFLOOR, FLOOR AND WALL SHEATHING TO FRAMING, 00VISIONS/11ATE:: 0 HANDRAIL/&uARDRAIL I, BEFORE FLOOR SYSTEM 15 IN PLACE AND NALL STABILIZED. 1 1 . PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING, AVP PARTICLEBOARD WALL SHEATHING 1- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. 4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'. EXCEPTION: !NHERE A 5TAIRNAY OF TNO OR FENER R15ER5 15 LOCATED ON BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. 12f d THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A PROVIDE Y2" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL LANDING 15 NOT REQUIRED FOR THE EXTERIOR 5112E OF THE DOOR. 2- STAIR.,RE0UIREMENT5: COMMON TO HOUSE AND GARAGE. bp -ROOF a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN HEIGHT. 9 pDaR�gg; 12. IV. ALL°5TAIKNAY5 MINIMUM 56" IN NIDTH. WINDERS @1 11/32°- 1" SD b 1 2f ul j -c. MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. 1 /8"-1 Y4" lop 6 12 d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL 5TAIRNAY5. BETWEEN HOUSE AND GARAGE. _ z 3 -HANDRAIL EQUIE EN 5: MUST CONFORM TO R3 1 1.5.6. a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 6 6 15. INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR b. REQUIRED ON ONE SIDE. GiUL�EN�JBURY VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF z FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 5PECIFIGATION5. x c" MUST BE BETNEEN 54".AND 58" IN HEIGHT. ; d. MUST TERMINATE AT NlALL5 OR NENEL POST. e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER. f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2" O O " " .r UADRAIL REQUIREMENTS; ,,4- GR n NQ W YORK a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR 5UKFACE5 MORE THAN 30" ABOVE OK BELON GRADE. ck b. MINIMUM HEIGHT IS 36", AT 5TAIR5 54". lu c. LE9,S THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. 4 LE55 THAN 6" OPENING ON STAIRS NHERE RISER, TREAD, AND� "BOTTOM RAIL MEET. Ve It JU MINIMUM OF PE50RIPTION OF G- ONE OR MORE WALKING 5URFAG 5 IS HORIZONTALLY OF TH GLAZING 12- E GREATER THAN 56" m INTERMEDIATE SUPPORTS [GRIPTION BUILDING FASTENER b,c,d , MATERIA_5 1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W 14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G. T Y2 GY SUM BOARD 1 Y2 GALVANIZED, 4 , y Id`s �• a " GRADE. L BEARI LOAD 5 2000 PSFA(GROUP 1 SOILS GW 50 E- G�AZIENGGADJOINING STAIRS WITHIN 60 OF OOVE TOM TREAD 1� I 200 0 Q GP 5P, GM, M)SOIIL q h h 4 8 3.MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 PROVIDE A 50"x22" ATTIC ACCESS IN A HALLWAY OR A READILY AGGE551BLE �' COMMON NAIL; 1 5/ff ' HORIZONTAL. AREA, NOT IN A STANDARD CLOSET. 0 S.BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 28 DAYS, OR 1 O. PROVIDE AN 1 8"x24" CRAWL SPACE ACCESS. 1 WOOD STRUGTURA_ PANELS, SUBFLOOR, FLOOR AND WALL SHEATHING TO FRAMING, 0 BEFORE FLOOR SYSTEM 15 IN PLACE AND NALL STABILIZED. 1 1 . PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING, AVP PARTICLEBOARD WALL SHEATHING 4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'. BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. 12f < w PROVIDE Y2" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL 5/ 1 6"-1 /2" 612-SUBLOOK, WALL 6 CONCRETE COMMON TO HOUSE AND GARAGE. bp -ROOF 9 pDaR�gg; 12. PROVIDE E/4 HOUR FIRE RATED DOOR AND JAM55 NITH AUTOMATIC CLOSER @1 11/32°- 1" SD b 1 2f j 1 /8"-1 Y4" lop 6 12 1. CONCRETE STRENGTH TO BE AS FOLLOWS: BETWEEN HOUSE AND GARAGE. _ z 5 d1 5 RID6L' ROAD GARAGE 5LA55 AND PORCHES, STEPS, AND WALK5: 3500 P51 15. INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR 0 z GiUL�EN�JBURY VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 5PECIFIGATION5. ; PROVIDE AIR ENTRAINMENT OF 5-7% OF VOLUME. 14. MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN SIDING AND FINISHED GRADE. " " .r m n NQ W YORK SLUMP TO BE NO MORE THAN 4" NOR LE55 THAN 2". 15. ALL DRAIN5, VENT5, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLONING i. CRITERIA: 5 PSI OF AIR OR 1 O' OF HEAD PRESSURE FOR A PERIOD OF 15 CONCRETE REINFORCING STEEL t. MINUTES 8 NATER SUPPLY SHALL BE TESTED 0 A MIN. OF 50 P51 AIR OR WORKING E PRE55URE FOR A MINIMUM OF 19 MINUTES. LL CONFORM TO A. S.T.M. GRADE 40. NEL .PEP WIRE FABRIC M SH 1. REBAR SHA 114 16. HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE SHALL CONFORM TO A,S.T.M. A 16 S. 2. Y2" DIAMETER x 1 O" ANCHOR BOLTS 0 4' O.G. NEW YORK STATE ENERGY GODS. 5. #5 BAR VERTICALLY ® 4' O.G. TO WITHIN 6" FROM TOP OF NALL 1 7. COMBUSTION AIR REQUIREMENTS: IF THERE I NO COMBUSTION AIR SUPPLIED TO GA5 APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS CONCRETE FOUNDATION WALL PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION. 15. GARAGE CONCRETE SLAB MUST BE 5LOPED TONARD5 OVERHEAD DOOR OR 1. OAMPPROOFING: ASPHALT/TAR TYPE COATING A GARAGE DRAIN MUST BE PROVIDED AND DRAIN `t'O DAYLIGHT/DRYNELL. NATEKPKOOFING: RUBBER/ICE AND NATER SHIELD TYPE 111. ICE 8 NATER SHIELD UNDERLAYMENT REOUIRED FROM KOOF'5 EDGE A MINIMUM OF 24" INSIDE THE EXTERIOR NALL LINE OF THE BUILDING MEASURED DE OF PE50RIPTION OF SPACING OF FASTENERS EDGE5(INGHE5)h INTERMEDIATE SUPPORTS [GRIPTION BUILDING FASTENER b,c,d , MATERIA_5 14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G. b d(INGHES) Y2 GY SUM BOARD 1 Y2 GALVANIZED, 4 , y Id`s �• a " ROOFING NAL;oD , 50 5TAIR5 1� COMMON NAIL'; 1 Yat 200 0 IN REGIONS NITH GROUND 5NON1 LOAD5 GREATER THAN 70 P5F SHALL BE DE5IGNED IN _SGR5NS MyFE W ORS z, 5/S Gy1F5UM BOARD, g 1 3/4 GALVANIZED 4 8 ROOFING NAIL; bD COMMON NAIL; 1 5/ff ' 5CREW5 TYPE W 09 S �._ RISER SHALL 8E A MAXIMUM 8 1/4" 1 IG AL DE51GN CRITERIA CLIMATIC, AND GEOGRAPH r HORIZONTAL 5PAN SIZE/SPACING >-- _ MINIMUM TREAD DEPTH SHALL BE q" -- WITH MINIMUM N051NG OF 3/4" -ANDA 60 O 1 ' - 1 1'-5" 2x5 ® 16" O.G. MAXIMUM NOSING OF 1 1/4". 14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G. ATTICS WITHOUT STORAGE 10 ATTICS NITH STORAGE 20 ROOMS OTHER THAN SLEEPING 40 SLEEPING ROOMS 50 5TAIR5 40 WOOD 5TOOF PETAL 200 0 IN REGIONS NITH GROUND 5NON1 LOAD5 GREATER THAN 70 P5F SHALL BE DE5IGNED IN ACCORDANCE NITH ACCEPTED ENGINEERING PRACTICE AND AC5E 7-02 (AMERICAN SOCIETY z, W � XI PERIMETER DRAINS HORIZONTALLY.lu ] 1. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYNELL, 20. FIREBLOCKING 5HALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS ," I , ` :E Z lel WOOD 5TRUGTURAL PANELS COMBINATION UBFLOOK UNDERLAYMENT TO FRAMING (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OV u SEWER OR SUMP PUMP A5 501E CONDITIONS AND SITE DICTATE. ' 1 iii' AND LESS 5P COMMON NAIL 6 1 2 SEES, - W STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIR=B..OGKING SHALL. SD COMMON NAIL° 6 1 2 5/4"x6" DECKING � � � � cfl to BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LEGATIONS. 7/8' 1 2X6 JOISTS 0 16" O.G. z Z= A- IN CONGEALED 5PAGE5 OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 1 1 /8"-1 A" 1 OD COMMON NAIL 6 12 d �Ci _ O EXTERIOR GRADE5PAGE5, AT THE CEILING AND FLOOR SPACES. CONGEALED HORIZONTAL ® 1. GRADE SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL SIDES OF HOUSE FURRED SPACES SHALL AL50 BE FIKEBLOCKED INTERVALS NOT EXCEEDING 1 O'. -. a=TEL NAILS SMOOTH-COMMON,BOX EXGEPTWHER-c OTHERWISE STATED. �,`' ,'E 4x4 POST I NAILS USED FOR FRAMING AND SHEATWING CONNECTIONS 5HALL HAVE A ' "" -';''� r, BATTS OK BLANKETS OF MINERAL OF GLASS FIBER SHALL BE ALLOW=D A5 MINIMUM AVERAGE®ENDINGYIELD5TRENGTHSASFOLLOWS:50KSI FOR - Ll 4x4 P05T ANCHOR /0 ' FIKEBLOGKING IN NALL5 GON5TRUGTED USING PARALLEL ROW5 OF STUDS OR SHANK DIAMETER OF 0.1 92"(2012 COMMON NAIL), 90K51 FOR.5HANK DIAMETERS STAGGERED STUDS. LARGER THAN 0.1$2' BUT NOT LARGER THAN O. 111". AND 100 KSI FOR SHANK GRADE z dl WOOD/FRAMING B- AT ALL INTEKCONNEGTION5 BETNEEN CONCEALED VERTICAL AND HORIZONTAL DIAMETERS of o.1$=" oR LE55. +' b- NAILS 5HALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE 0 2x6 NAILER LAGGED TO HOUSE =� LUMBER GRADES ARE AS FOLLOWS: SPANS AR546"OR ZrREATER. I � SPACES SUCH AS OGGUR AT SOFFITS, DROP GEILINC35 AND COVE CEILINGS. � � - � � +... 1. PURLINS, BEAM5, AND STRINGERS...............#2 5PF OR BETTER G- IN CONGEALED SPACES BETNEEN STAIR STRINGER5 AT THE TOP AND BOTTOM o- 4'xV OR 4'xq'SHALL BE APPLIED VERTICALLY. y RIM JOIST b HANGERS 0 1 6' O.G. Q -3 W h „i,l. q d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE 5HALL BE BASED ON 5" DIA. CONCRETE FILLED - 2. JOISTS AND RAFTERS..............................#2 5PF OR BETTER OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION ;, TABLE R602.5 (1). 01 Z 3. STUDS .................................................# 2 5PF OR BETTER K 5 1 1.2.2 1 e- FOR REGIONS NAVING BASIC AIN125PEED OF 1 10 MPH OR GREATER, 512CONSTRUCTION TUBE pp{ DEFORMED NAILS 5HALL BE USED TO ATTACHING FLYWOOD STRUCTURAL PANE- 130 4. BLOCKING AND BRIDGING .........................#2 5PF OR BETTER D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, ROOF SHEATHING TO FRAMING WITHIN MINIMUM 45"DISTANCE FROM GABLE END 4) S. PLATES, SILLS CONTACTING CONCRETE .......... PRESSURE TREATED 5PF OR BETTER TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. WALL5, IF MEAN ROOF HEIGHT IS MORE THAN 25', UP TO 55 MAXIMUM. 6. P0576 AND SEAMS ................................. 5PF OR BETTER E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION 8602.5.1 "1' f- FORREVON5HAVINGABASIC WINDSPEEDOF 100 MPH OR LE55, NAILS FOR ATTACHING WOOD STRUCTURAL. PANEL ROOF SHEATHING TO GABLE END WALL '7. 2x6 TSG DECKING ................ FRAMING 5HALL BE SFACFP 6" ON CENTER. WHEN BASIC WIND SPEED IS ..................DECKING GRADE F- FIREBLOGKING OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIRED AT THE � '' :-1� , +-•. 1. 5. ALL J015T5 FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT LINE OF DWELLING UNIT SEPARATION. GREATER THAN 100 MPH. NAILS FOR ATTACHING PANEL ROOF SHEATHING TO MINIMUM BATHROOM FIXTURE GLEARANGEEi BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR " VISTINT6ANCE FROM SUPPERS. EAVES, BE SPACED 6" O.G. FOR MINIMUM N 'I I I ' DISTANCE FROM RIDGES. EAVES, AND GABLE END WALLS; ANE, 4" ON CENTER TO EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRU55 TO TOP " GAELE END WALL FRAMING. F M TO A5TM G T 9 AND 5HALL BE INSTALLED )' PLATES AT OUTSIDE WALLS NITH SIMPSON H 1 OR H2.5 TIES. q. ALL BOLTHEADS BEARING ON WOOD, TO BE PROVIDED NITH 5TANDARD GUT NA5HERS. 10. HEADERS AT EXTERIOR DOORS AND WINDOWS 70 BE 2-2X 10 UNLESS OTHERNI5E NOTED. 1 1.ALL INTERIOR NALL5 TO BE 2x4 0 16" O.G. UNLF-55 OTHERNI5E NOTED. 1 2,PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. 1 5.HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER 5112E OF NASTE DRAINS AT TUB, 5HONER, AND TOILET. 1 4.DOUBl.E JOISTS 09 SOLID BLOCKING UNDER ALL PARALLEL NALL5 AND i LLONABLE DEFLECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION STRUCTURAL MEMBER L/150 RAFTERS HAVING SLOPES GREATER THAN 5:12 WITH NO FINISHED CEILING ATTACHED TO RAFTER5 H/ 1 50 INTERIOR WALL5 AND PARTITIONS FLOORS AND PLASTERED CEILINGS ALL OTHER STRUCTURAL MEMBERS 0 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES 20 EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINISHES V /'t 1 r 1 V✓N• BLOCKING: 16" O.G. ON BEARING NALL 32' O.G. ON NON-BEARING NALL5 1 5. NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING NALLS: OVERFRAMING (PIGGY BACK) SPAN TABLES a_ ,+Inrr u a IU ant I» I I IAAC.FU2 anal 1 wnr 0 Vr.a-rn 'I ic, /]F TNF DEPTH OF THE MEMBER, 5HALL NOT BE LONGER THAN 1 /3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE i MIDDLE 1/5 OF THE 5PAN.11'- B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1 /4 THE DEPTH OF THE MEMBER.- -- - 5 1 1 IG AL DE51GN CRITERIA CLIMATIC, AND GEOGRAPH I HORIZONTAL 5PAN SIZE/SPACING $, 60 UP TO 011-011 2x6 ® 16" O.G. 1 ' - 1 1'-5" 2x5 ® 16" O.G. 1 1 -6" - 151-1 1 11 2x 10 ® 16" O.G. 14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G. G- THE DIAMETER OF THE HOLE5 BORED OR GC UT INTO MM5ER HALL I NOT EXCEED 1/5 THE DEPTH OF THE MEMBER. I MINIMUM UNIFORMLY DISTYRIBUTED 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- NHERE THE MEMBER 15 AL50 NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. 1 11 DOUBLE JACKS 5TUDS AT EACH SIDE OF OPENING GREATER THAN 6'. 17- PROVIDE SOLID BLOCKING/BRIDGING OR 09055 BRACING BETNEEN J015T5 AT ALL JOIST MIDSPANS. 15- ALL CANTILEVERS TO BE A 5:1 RATIO. 5x SUPPORTED, 1 x UNSUPPORTED g- GYP5UM SHEATHING 5HALL GON OR I Ib M •, ICI IN ACCORDANCE WITH GA 255. FIBERBOARD SHEATHING SHALL CONFORM TO I I l I A5TM G 205.. ,'•'� I' h- SPACING ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES _ . 1'-3 ' 4" 4° 21, 4" SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. ,y P 5PAGING OF FASTENERS ON ROOF SHEATHIN PANEL EDGES APPLIES TO s'U ,z'�'L PANEL ECIC -95 SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE'` PERIMETERS. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES *fir HE FRAMING MEMBER5 5HALL NOT BE REQUIRED EXCEPT PERPENDIGJ_AR TOT it �I. s AT INTER5EGTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER I \ ?' '1/ MINIMUM 50" x 80.E &. 5HALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. _ SHOWER 3 O " T O 21"MINIMUM G'_ ARANGE 1 21' MINIMUM CLEARANCE ` O WATER G-05ET / TUB O LAVATOKIES 1 y ri 1 IG AL DE51GN CRITERIA CLIMATIC, AND GEOGRAPH USE LIVE LOA EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 ATTICS NITH STORAGE 20 ROOMS OTHER THAN SLEEPING 40 SLEEPING ROOMS 50 5TAIR5 40 GUARDRAILS AND HANDRAILS 200 g- GYP5UM SHEATHING 5HALL GON OR I Ib M •, ICI IN ACCORDANCE WITH GA 255. FIBERBOARD SHEATHING SHALL CONFORM TO I I l I A5TM G 205.. ,'•'� I' h- SPACING ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES _ . 1'-3 ' 4" 4° 21, 4" SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. ,y P 5PAGING OF FASTENERS ON ROOF SHEATHIN PANEL EDGES APPLIES TO s'U ,z'�'L PANEL ECIC -95 SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE'` PERIMETERS. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES *fir HE FRAMING MEMBER5 5HALL NOT BE REQUIRED EXCEPT PERPENDIGJ_AR TOT it �I. s AT INTER5EGTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER I \ ?' '1/ MINIMUM 50" x 80.E &. 5HALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. _ SHOWER 3 O " T O 21"MINIMUM G'_ ARANGE 1 21' MINIMUM CLEARANCE ` O WATER G-05ET / TUB O LAVATOKIES 1 y ri �x TO TMG REST OF OUR KNOWLEPSl, dCLICf, 4 rrr PROPl661ONAL JUDSEMCNT, SUCH PLANS ! I71 T« _ 6PWIFlOATIONS ARE IN COMPLIANCE WITH THE 2014' 99WAINTIAL P&R INS GOON OP NL/Y YORK DTA 77 THO 30/OCNGRIY GON9l9[VA770N GONOTRGGT/ON cone OP NA" YORK OTATG COPYRISMT 6 20 14 BY WILLIAM6 F WILLIAM6 ONSISNORS. ALL 1%H/HT6 RESORVOD, ALL WILLIAMSF SEAL: WILLIAM6 DEDION AW PLANS HAVE BOON ROOISTOROO WITH THE UNITED STATES COPYKIOMT OFFICE, THIS [ D Q O o'I PRAWINd, 10 AN INSTRUMENT OF SERVIGl AND MAY [r v 6 74 NOT BQ ALTIERED, RlPRODUCIED, COPIED, OR USED POR CONSTRUCTION WITHOUT THE WRITTEN tv PERMISSION FROM WILLIAMS F WW.IAMS DlSNFNORS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PRAFUNS 16 A VIOLATION OF THE NEW YORK STATE N 6'DUCATION LAW, ARTICLE 146 SECTION TZOLI. PO 1 I NOT SCALE THOSE DRAMN66. THEY MAY NOT K TO II �. EXACT SCALD. USE ONLY THE DIMENGION6 SHOWN. wr, I x APPLLIIABLE BUILPINO COPIES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL is REOUIRNMENT6. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINS WITH CONSTRUCTION AND SHALL NOTIFY WILLIAM6 F WILLIAMS POISONER* OF ANY DNICREPANCIES BEFORE WORK 15 PERFORMED. I NIERS DNA" NOT BE 1 MSF WIL LIAMS DO6 S WILL A 'i NALGO OTS OR ROS FOR ANY ADPITIO STRUCTURAL PROBLEMS ROOULTI1146 FROM FAILURE 1 TO FOLLOW THESE PLANS ANP DETAILS. I. I II 1 IG AL DE51GN CRITERIA CLIMATIC, AND GEOGRAPH GROUND SNOW NIND SPEED SEISMIC DESIGN SUBJECT TO WINTER DESIGN ICE SHIELD UNDERLAYMENT FLOOD AIR FREEZING 1 Or,D , (MPH) m CATEGORY DAMAGE FROM: TEMP. REQUIRED HAZARD INDEX EX FATHERING FR°ra TERMITE VCCAY 24" INSIDE ALL T NONE -10 EXTERIOR NO 1655 5 0 10 8 5EVERE d�. 5 5 i:,4 TO MOD SUCH WALLS THE RESIDENTIAL GORE OF THE STATE OF NEN YORK 8301.2.3, BUILDING IN ACGOfPANCE NITH IN REGIONS NITH GROUND 5NON1 LOAD5 GREATER THAN 70 P5F SHALL BE DE5IGNED IN ACCORDANCE NITH ACCEPTED ENGINEERING PRACTICE AND AC5E 7-02 (AMERICAN SOCIETY OF C11114 ENGINEERS 1-02). �x TO TMG REST OF OUR KNOWLEPSl, dCLICf, 4 rrr PROPl661ONAL JUDSEMCNT, SUCH PLANS ! I71 T« _ 6PWIFlOATIONS ARE IN COMPLIANCE WITH THE 2014' 99WAINTIAL P&R INS GOON OP NL/Y YORK DTA 77 THO 30/OCNGRIY GON9l9[VA770N GONOTRGGT/ON cone OP NA" YORK OTATG COPYRISMT 6 20 14 BY WILLIAM6 F WILLIAM6 ONSISNORS. ALL 1%H/HT6 RESORVOD, ALL WILLIAMSF SEAL: WILLIAM6 DEDION AW PLANS HAVE BOON ROOISTOROO WITH THE UNITED STATES COPYKIOMT OFFICE, THIS [ D Q O o'I PRAWINd, 10 AN INSTRUMENT OF SERVIGl AND MAY [r v 6 74 NOT BQ ALTIERED, RlPRODUCIED, COPIED, OR USED POR CONSTRUCTION WITHOUT THE WRITTEN tv PERMISSION FROM WILLIAMS F WW.IAMS DlSNFNORS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PRAFUNS 16 A VIOLATION OF THE NEW YORK STATE N 6'DUCATION LAW, ARTICLE 146 SECTION TZOLI. PO 1 I NOT SCALE THOSE DRAMN66. THEY MAY NOT K TO II �. EXACT SCALD. USE ONLY THE DIMENGION6 SHOWN. wr, I x APPLLIIABLE BUILPINO COPIES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL is REOUIRNMENT6. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINS WITH CONSTRUCTION AND SHALL NOTIFY WILLIAM6 F WILLIAMS POISONER* OF ANY DNICREPANCIES BEFORE WORK 15 PERFORMED. I NIERS DNA" NOT BE 1 MSF WIL LIAMS DO6 S WILL A 'i NALGO OTS OR ROS FOR ANY ADPITIO STRUCTURAL PROBLEMS ROOULTI1146 FROM FAILURE 1 TO FOLLOW THESE PLANS ANP DETAILS. I. I II