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2013-022 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130022 Date Issued: Tuesday, May 21, 2013 This is to certify that work requested to be done as shown by Permit Number P20130022 has been completed. Tax Map Number: 523400-308-016-0001-006-000-0000 Location: 7 STEPHANIE Ln Owner: MARIA RUGGI Applicant: MARIA RUGGI This structure may be occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (DJ' 7g,5t property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 41110 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20130022 Application Number: A20130022 Tax Map No: 523400-308-016-0001-006-000-0000 Permission is hereby granted to: MARIA RUGGI For property located at: 7 STEPHANIE Ln 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: MARIA RUGGI Porch 519,000.00 7 STEPHANIE Ln Total Value QUEENSBURY,NY 12804-0000 $19,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency JW MILLARD 788-6805 35 ZENAS Dr OUEENSBURY NY 12804-0000 Plans&Specifications 2013-022 224 sq ft 3-season porch $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, January 25,2014 (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 Tow of Q ensb ; F �• •/, ary 25,2013 SIGNED BY \ for the Town of Queensbury. Director of Building& Code Enforcement OFFIC USE ONLY TAX MAP NO. 1 �. r —Nor ♦ PERMIT NO. / `opa� FEE PAID 10<12LDG.&CODES APPROVAL r: , • g J1 oa;.2.. X201 % ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: ' ,rlA1/ eo J / INSTALLER/BUILDER: (-/) ii / //42� ADDRESS: .2 5 -1 44,d, ADDRESS: 3 5- 2—b----A./4s .b ,e? PHONE NOS. ? 4 J /G 1/ PHONE NOS. iS7- S. LOCATION.OF PROPERTY: 7 s P//4 N/o= L-A.kJ( 'SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 17 S 7? 2//4 u,j-- L4-iu HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 'NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ /9 Odb- ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE; PHONE: PROPOSED CONSTRUCTION 1ST FLOOR 2N°FLOOR TOTAL PROPOSED SQ.FT. SQ.FT. SQ.FT. HEIGHT FT.&IN. 3—..recii'0r)OPEN PORCH L f` DECK t' ' J1__ 3 SEASON,COVERED OR ENCLOSED PORCH" 'el"--e( V BOATHOUSE 3 Gc d BOATHOUSE WITH SUNDECK DOCK 5 SHED POLE BARN DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL I have read and agree to the above. codesaaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Signed 0.224-(4._ �q, Dated: 1/13//3 www•aueensburv.net • Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 Frida I- ,3 Queensbury Building & Code Enforcement - Residential Final Inspection 0 Office No. (518) 761-8256 Arrive: am/pm Depart:Z- am/pm P Date Inspection request received: Inspector's Initials: NAME: Ll_ ��l PERMIT#: � 3— ��a LOCATION: "] P �r)r,e DATE: 5-J 7 TYPE OF STRUCTURE: N d(-co An Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inchbin0 Vent through roof minimum 18 inches of mpletJ 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 Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Gas Logs in Sealed or Glass Enclosure 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/C or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codesllnspection Forms1Residential Final Inspection Form_revised_100405.doc; Revised January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: -2:7 .pam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: A NAME: _ PERMIT #: 3 LOCATION: '+eptAcri$0 I1e, INSPECT ON: /' Me TYPE OF STRUCTURE: Pb Y N N/A Rough Plumbing / Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes A Insulation /Residential Check I Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: J� UL.) ONA)v-) Rough Plumbing Insulation Repottrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing I Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p p rt: (l\ D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: I NAME: PERMIT#: LOCATION: 'AI-4\11C- t A)€ INSPECT ON: \\A‘-'5 TYPE OF STRUCTURE: Pi N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers Bracing f Bridging Joist hangers. _ `A--• % ' L Jack Posts/Main Beams • E1 1E:7 xterior sheeting nailed properly �� ' 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/ Bearing Walls Metal Strapping for Notches Top Plate 1 ' (w) 16 gauge (8) 160 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 5/8 inch Type X Garage side 5/8 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 L:1Building&Codes Forms-0LD18uilding&Code Jnspection Fomts'Framin9 Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report VCOffice No. (518) 761-8256 Date Inspection request received: /1 Queensbury Building & Code Enforcement Arrive: _am/pm Depart: • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: L PERMIT#: LOCATION: — 'T c.�� , t L A INSPECT ON: IIWI TYPE OF STRUCTURE: X N NIA COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/ Headers �✓ Bracing/Bridging Joist hangers / Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. 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 '/a(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ybe 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 minim Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space 1 Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Forms-0LD\Building&Cod Mnspection Fomu\Framing Firestopping Inspection Repoit.doc Revised January 7,2008 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart/_i7_,7:_5,-•e;am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:eins." ) NAME: (' aiLCC . RLL Q ! PERMIT#: I • Oolca LOCATION: 7 �fi 4e D\nc�3,01: L rQ INSPECT ON: TYPE OF STRUCTURE: 1 p re* Comments Y: N NIA Footings _y-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. puzinr-w- �'r&>J' It Foundation/Walipour Reinforcement in Place �'�,� ( G 4 Q� Footing Dowels or Keyway in place > /J L)S>- Foundation Dampproofmg Foundation Waterproofing 1 �1 Footing Drain Daylight or Sump cA1/4.—`�I� 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:\Buiiding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM m Y;a' r a- Lu f ¢� a �=w w w —0 u a- ~ O Z _ CD�4— LL, 3N�7 r- X315 lu • _ o W . I IN I X i W I I O •lu lu I � � I• Z� =N 7 ( Nrc K W 2 _ � + (O O a� aasodoad - lu M io'�E 9NI151%3 ' I 10 + w Ft r w <w= V 4z❑ N° w_ °dQ ma • � Kz d I w O z m � r X I I ' tu I \ - - -/+.0'00 --/+.0'00 L e 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. THIS PLAN TO BE ON PROJECT SITE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION - AJI, rN � 10-1 ss ,. Jh9v %,r+ e�s �^° .� x? . '�. {-w .>.: .F ^ � . �,",� .fes' y �p ,eft. _ a i" £,y� � �y^v` -�4.. a.. .•�'° '�.ti w ,r' U.� &"xp #'' •..J nw'"..� ,� °,, l iMrty- <�� „:� k a _ „8' n W m t $,app $ #7kt n` 3 Yy'gt s:« 4 4 z °`.-»�. =y,.. , � sy.s "I e`a, ?.z.�su` 'i A 0" Ilk "` ; �e- 4 ."tr,• e.. ..:y} h "."4..":; ,.1,u .ob :4.' .fid '�,.i '. „,,q 1 £ ='{i • P :.. $ 411 vt .. �" „ `;yg.S "d�"bw �'+ Ytw "'�. '<'f # .M -€,• ,,MSL �, "- � .�•. y � ,dEe.." >s1• » ,.. ,1. '',.. .m> „. ,. .a . ` k` *+-. .>„i"°°s-= _.,r•ae'a�`+`a"'..� + E z ,> •. � " r .�� � &...x .. � 4 °�* . � z �� � :: , . ::` ''v `.. d _� „r: ' _ v,„ * '' _ X14` ., �-° f A tit 0 wE i r ^ i 0 5 • tea... .x �; R . ,�""""�, ..' y4¢", rw L3 NOTICE KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER NOTICE FOAM INSULATION MUST BE COVERED BY 15 MINUTE THERMAL BARRIER A CUSTOM PESISPINEP ADDITION FOR: t Suv` MARIA RUGCvl. DESIGNERS OF FINE\ WOMES SINGE 11368 • i I.AMs� DESICsNERS INCORPORATED 509 GLEN STREET -GLENS FALLS -NEM YORK -12801 THE 20 10 ENERGY CONSERVATION GC>NS7R0C7I0N *USE R-VALUE5ASSPEGIFIEDONTHE PLAN* GO Z7 E OF NEW "(09K STATE W A 5 MET IT / wK I T H THE A. R -VALUES ARE MINIMUMS. U -FACTORS AND 5H6G ARE MAXIMUMS. R- 1 9 BATTS ®sYH COMPRESSED INTO A NOMINAL 2x6 FRAMING CAVITY SUCH THAT THE R -VALUE 15 REDUCED BY G O M P O N E N T A M E T H O P AS SET FORTH IN T A S L E,4 0 2. q f, 1. FU 1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE FULL THICKNESS R -VALUE B. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. G. THE FIRST VALUE SHOWN REPRESENTS MINIMUM "R" VALUE OF CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR THE EXTERIOR OF THE WALL, THE SECOND VALUE SHOWN CLIMATE FENF-5- 5KYLIGHT CEILING WOOD FLOOR BASEMENT SLAB GRA WL REPRESENTS MINIMUM "R" VALUE OF CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT ZONE TRATION U -FACTOR R- VALUE FRAMED Pt -VALUE W ALL R -VALUE SPACE WALL. " 1 O/ 1 3" MEANS R- 10 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR. OF THE HOME OR R- 1 3 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT U -FACTOR B WALL R-\iALUE DEPTH WALL R- WALL. B R -VALUE VALUE D. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB. F E. OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R- 1 9 MINIMUM. F. " 15.5" MEANS R- 1 5 CAVITY INSULATION PLUS R-5 INSULATED 5HEATHING. WHEN 4 .5 5 .60 5 8 15 1 9 GD 10/15 10,21 G 1 0/15 STRUCTURAL SHEATHING 15 UTILIZED PER REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE, SECTION R602. 10 WALL BRACING (OR PER REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, SECTION 2309.5.3 BRACING), INSULATING SHEATHING WITH A - ---------- MINIMUM VALUE R-2 SHALL BE ADDED OVER THE REQUIRED STRUCTURAL SHEATHING. ALL G E " (� 1 0/15 OTHER AREAS MU5T BE SHEATHED WITH INSULATING 5HEATHING OF R-5 AS INDICATED BY THE SHEATHING IS USED ON A 2x4 WALL, .60 5 8 2 0 50 10/is 10/2":, TABLE. IF 1 00 PERCENT CONTINUOUS STRUCTURAL PANEL THEN R-5 CONTINUOUS INSULATED 5HEATHING MUST ALSO BE APPLIED OVER THE STRUCTURAL 6 .5 5 .60 1 5 / 1 9G 10/4'1:1 1 0/ 1 5G SHEATHING. G. SECTION 402.2.1 CEILINGS WITH ATTIC SPACES. WHEN SECTION 402.1 .1 REQUIRES R38, R- 30 SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-38 WHEREVER THE FULL HEIGHT 4 9G 20 so OF UNCOMPRESSED R-30 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVE5.51MILARLY R-38 SHALL BE CEEMED TO SATISFY THE REQUIREMENT FOR 9-49 WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-55 INSULATION EXTENDS OVER THE WALL As, 50 N� 50.5 2 1 5 g l'la TOP PLATE AT THE EAVES. DESIGNED THIS PLAN TO BE ON PROJECT SITE AT ALL TIMES FOR THE DURATION OF CONSTRUCTION JAN 2 2 2013 TOWN OF QUEENSBURY BUILDING & CO ES PT. Reviewed By: Date: TO THE BEST OF OUR KNOWLE06E, BELIEF, 4 PROFESSIONAL JUDGEMENT, SUCH PLANS SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2010 RESIDENT/RL 8U2D/NG, CODE OF MON YORK STA TIE 4 THE 2010 ENERGY GONSERVA TION CONSTRUCT/ON CODE OF NEW YORK STATP. COPYRIGHT o 2015 BY WILLIAMS 4 WILLIAMS DESIONER5. ALL RIGHTS RESERVED, ALL WILLIAMS 4 WILLIAM5 DESIGNERS' PLANS HAVE BEEN RE615TERED WITH THE UNITED STATES COPYRIGHT OFFICE, T14I5 DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CON5TRUCTION WITHOUT THE WRITTEN PERM 5510N FROM WILLIAMS 4 WILLIAM5 0E5I1 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TH15 DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 1209. DO NOT SCALE THESE DMA W INGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS 5HOV4N. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODE5 TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE FROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 4 WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 15 PERFORMED. WILLIAM5 4 WILLIAM5 DESIONER5 SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR 5TRUCTURAL PROBLEMS RESULTING, FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 100512 PAGE COVER DRAWN BY: JG REV151ON5/1PATE: ADDRESS: 'I STEPHANIE LANE OUEEN5BURY NEW YORK 4M m � (V� z44%A_ �.)X 2� ju t`3 IL w O Q uMLL - W� �r z 00 W 0w 00 d1 -� SEAL: JAN 16 2013 mus ®sYH SEAL: JAN 16 2013 0 30 YEAR ARCHITECTURAL ROOFING SHINGLES VINYL 510,1146 GRADE FARC7r=V CONC��TE 30 YEAR ARCHITECTURAL ROOFING SHINGLE' VINYL SIDIN GRAD LEFT 51PF. FL F.\/ATION IT, 2 rw PLAN NO: 100512 PAGE 1 OF 5 DRAWN BY: ico REVISIONS/DATE: - 0ILI� a OL x ut ,� A �'>. ADDRESS: 9 STEPHANIE LANE QUEENSBURY yu p O TO THE BEST OP OUR KNOWLEDGE, BELIEF, / FROPEOSIONAL JUDGEMENT, OUCH PLANS 6 OFECIFICATIONO ARE IN COMFWANCE WITH THE 3010 REO/DENT/AL 9(HLD/N0 CODE OF NEW YORK STATES THE 30 IO ENBtJYCONOER VAT/ON CONSTRUCT/ON CODE OP NA"YORK STATE COPYRIGHT O 2018 BY WILLIAMS { WILLIAMD DGSIGNGRD. ALL RIGHTS RESERYGD, ALL WILLIAMD 4 WILLIAMS DEDIGNERV PLANS, HAVE BEEN REGISTCRGD WITH THE UNITED STATED GOPYRIGNT OFFICE, THIS DRAWING ID AN INSTRUMENT OF SERVICE AND MAY NOT DE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMO t WILLIAMD DESIGNERS. UNAUTHORIZED ALTERATIONS, OR ADDITIONS TO TINS DRAWING ID A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '1304. DO NOT SCALE THOSE DRAWINGS. THEY MAY NOT DC TO EXACT SCALE. USE ONLY THE DIMENSIONS DNOWN. OWNER AND CONTRACTOR &HALL CONSULT ALL APPLICABLE BUILDING CODED TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL RCQUIRCMENTS,. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCCCDING WITH CONSTRUCTION AHD SMALL NOTIFY WILLIAMS, A WILLIAMD DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 15 PERFORMED. WILLIAMD 4 WILLIAMS DESIGNERS SMALL NOT DC RESFONSIDLC POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THEME PLANS AND DETAILS. SEAL: JAN 16 2913 ENRON NEW SEEM MINIMUM MEN I SEEMS SEEMMEMBER MMMMMSEEMS ®_ SEEMS MINIMUM MEN MMMBBI �l� TO THE BEST OP OUR KNOWLEDGE, BELIEF, / FROPEOSIONAL JUDGEMENT, OUCH PLANS 6 OFECIFICATIONO ARE IN COMFWANCE WITH THE 3010 REO/DENT/AL 9(HLD/N0 CODE OF NEW YORK STATES THE 30 IO ENBtJYCONOER VAT/ON CONSTRUCT/ON CODE OP NA"YORK STATE COPYRIGHT O 2018 BY WILLIAMS { WILLIAMD DGSIGNGRD. ALL RIGHTS RESERYGD, ALL WILLIAMD 4 WILLIAMS DEDIGNERV PLANS, HAVE BEEN REGISTCRGD WITH THE UNITED STATED GOPYRIGNT OFFICE, THIS DRAWING ID AN INSTRUMENT OF SERVICE AND MAY NOT DE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMO t WILLIAMD DESIGNERS. UNAUTHORIZED ALTERATIONS, OR ADDITIONS TO TINS DRAWING ID A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '1304. DO NOT SCALE THOSE DRAWINGS. THEY MAY NOT DC TO EXACT SCALE. USE ONLY THE DIMENSIONS DNOWN. OWNER AND CONTRACTOR &HALL CONSULT ALL APPLICABLE BUILDING CODED TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL RCQUIRCMENTS,. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCCCDING WITH CONSTRUCTION AHD SMALL NOTIFY WILLIAMS, A WILLIAMD DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 15 PERFORMED. WILLIAMD 4 WILLIAMS DESIGNERS SMALL NOT DC RESFONSIDLC POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THEME PLANS AND DETAILS. SEAL: JAN 16 2913 t " 1 n1-'1 1 /2" .1'- II HOT TU5 B DECK ON I I I GRADE 5HAL.L Ba I RELOCATED§EXPANDED I I I �. -HOT TUB ELECTRICAL ' P"N'' TO BERELOG"T' - - EXISTING CONSTRUCTION - - - �- TO BE VEMOLISHMP - NEkN CONSTRUCTION I I I I I I I I II II II VECK TO BE II REMOVED II I I I II �� I I II 1 1 1 1\ I I I n C- LI BEYOND EXTEND OF '. PROP05ED 5UNROOM r ' EXISTING FLOOR PLAN r i IN m L I. 47 m QA9 1LL to t " 1 n1-'1 1 /2" .1'- II HOT TU5 B DECK ON I I I GRADE 5HAL.L Ba I RELOCATED§EXPANDED I I I �. -HOT TUB ELECTRICAL ' P"N'' TO BERELOG"T' - - EXISTING CONSTRUCTION - - - �- TO BE VEMOLISHMP - NEkN CONSTRUCTION I I I I I I I I II II II VECK TO BE II REMOVED II I I I II �� I I II 1 1 1 1\ I I I n C- LI BEYOND EXTEND OF '. PROP05ED 5UNROOM r ' EXISTING FLOOR PLAN SGA�LE: 1 %4"='1'-O" I TO THE SGOT OF OUR KNOWLEDGE, BELIEF, 1 PROFESSIONAL JUDOGMENT, OUCH PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE MTN THE ?O /0 RG9/DCNT/AL IIU/LD/NOGOOCOF NAM YORK 371A7`CA THE 1010 CNCROY "NORM VAT/ON CONBfRUGf/ON COVO4W NCH' YORK 6TAfG COPYRIGHT O 2015 BY WILLIAMS 1 WILLIAMS DEOIGNERS. ALL MONTS RESERVED, ALL MULLIAMO WILLIAMS DESIONERS•PLANO HAVE BEEN RE610TERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING 10 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMO4 WILLIAMO DESIONERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TWO DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 730-1. DO NOT SCALE THEOE DRAWINGS. THEY MAY NOT BE TO EXAOT SCALE. UOE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENOURC THAT PLANO AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY *HALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONOTRUCTION AND SHALL NOTIFY WILLIAMO t WILWAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 10 PERFORMED. WILLIAMO 4 WILLIAMS DESIONERS *HALL NOT BE RESPONSIBLE POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO POLLOMI THESE PLANG AND DETAILS. PLAN NO: 100512 PAGE 2 OP 5 DRANIN BY: JG REVISIONS/HATE: A39DRESS: 'i STEPHANIE LANE QuEENSBUFiY NEW YORK r �-yAR SF. m L I. 47 QA9 1LL to U - � mLL !L 7`7755 1p p %5lu 00 la -r 'd I A Y � I — I — _ — — -- — — Q 1 Ci _ n�B i_ k 1 F SGA�LE: 1 %4"='1'-O" I TO THE SGOT OF OUR KNOWLEDGE, BELIEF, 1 PROFESSIONAL JUDOGMENT, OUCH PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE MTN THE ?O /0 RG9/DCNT/AL IIU/LD/NOGOOCOF NAM YORK 371A7`CA THE 1010 CNCROY "NORM VAT/ON CONBfRUGf/ON COVO4W NCH' YORK 6TAfG COPYRIGHT O 2015 BY WILLIAMS 1 WILLIAMS DEOIGNERS. ALL MONTS RESERVED, ALL MULLIAMO WILLIAMS DESIONERS•PLANO HAVE BEEN RE610TERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING 10 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMO4 WILLIAMO DESIONERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO TWO DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION 730-1. DO NOT SCALE THEOE DRAWINGS. THEY MAY NOT BE TO EXAOT SCALE. UOE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENOURC THAT PLANO AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY *HALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONOTRUCTION AND SHALL NOTIFY WILLIAMO t WILWAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK 10 PERFORMED. WILLIAMO 4 WILLIAMS DESIONERS *HALL NOT BE RESPONSIBLE POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO POLLOMI THESE PLANG AND DETAILS. PLAN NO: 100512 PAGE 2 OP 5 DRANIN BY: JG REVISIONS/HATE: A39DRESS: 'i STEPHANIE LANE QuEENSBUFiY NEW YORK SEAL: JAN 16 2013 r m L � � QA9 1LL to U - � mLL !L 7`7755 1p p %5lu 00 la -r SEAL: JAN 16 2013 1 NATURAL LIGHT ACNP VENTILATION REOUIREMENTS IN/ EGRESS AREA HABITABLE ROOM 50. FT. 8% LIGHT YVIN%70YV POOR SGHEPULM RE •, R.150. substantial contact and continuous alignment with building envelope air RE 5-5EA50N ROOM 203 16.2 ROUGH 50. FT. 5.1 50. FT. CLEAR OPENING/ 1:2.14 Air -permeable insulation is inside of an air barrier. MANUFACTURER UNIT NO. STYLE GLA55/ 50. FT. CLEAR E611ILE55LOCATION QTY. Attic access (except unvented attic), knee wall door', or drop down U—VALUE 5HGC NOTES stair is sealed. K Q Walls VI5. VENT OPENING Junction of foundation and sill plate is sealed. 4 Windows and doors space between window/door jambs and framing is Sealed. 5 Rim joists Rim joists are insulated and include an air barrier. 1419TH HEIGHT Floors WIDTH HEIGHT (including above -garage and subfloor decking. Air barrier is installed at any exposed edge of AL mL)m 5050 Ltd 60.. 601, 20 '7 6 1 .59 10.5q 26.50 56,44 2 5-5EA N ROOM .50 .50 AL VE 6050 CGLD 12" 60" 25.38 1 2.14 1 2.14 32.50 96.44 5 5-5EA50N ROOM .50 .50 THERMATRU 1 1 5-506? HNC 58 1/21, 52 1/21, sprayed/blown insulation. 1 5-5EA5ON ROOM .50 . 1 8 NATURAL LIGHT ACNP VENTILATION REOUIREMENTS IN/ EGRESS AREA HABITABLE ROOM 50. FT. 8% LIGHT 4% VENT 00P.555 RE •, R.150. substantial contact and continuous alignment with building envelope air RE 5-5EA50N ROOM 203 16.2 11-1 5.1 15cl.00 1:2.14 Air -permeable insulation is inside of an air barrier. Air barrier in any dropped ceiling/soffit 15 substantially aligned with 2 t Il i 1 Table 402.4.2 I Asir Barrier and Insulation Inspection Coornponent driteria NUMBER COMPONENT CRITERIA 1 Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in •, substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air -permeable insulation is not used as a sealing material. Air -permeable insulation is inside of an air barrier. Air barrier in any dropped ceiling/soffit 15 substantially aligned with 2 eeilin /attic 9 insulation and any gaps are sealed. - Attic access (except unvented attic), knee wall door', or drop down stair is sealed. K Q Walls Corners and headers are insulated. 5 Junction of foundation and sill plate is sealed. 4 Windows and doors space between window/door jambs and framing is Sealed. 5 Rim joists Rim joists are insulated and include an air barrier. 6 Floors Insulation is installed to maintain permanent contact with underside of (including above -garage and subfloor decking. Air barrier is installed at any exposed edge of cantilevered floors) insulation. T Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Glass I vapor retarder with overlapping joints taped. 8 shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. q Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. 10 Garage separation Air sealing is provided between the garage and conditioned spaces. 1 1 Recessed lighting Recessed light fixtures are air tight, IG rated, and sealed to drywall. Exception—fixtures in conditioned space. 12 Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. is Shower/tub on exterior wall showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. 14 Electrical/phone box on Air barrier extends behind boxes or air sealed -type boxes are installed. exterior walls 15 common wall Air barrier is installed in common wall between dwelling units. 16 HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. 1 7 Fireplace Fireplace walls include in air barrier. 1f I . -, .,, . w, n.. 1 n..d I . 0.'_q" . Ci'_G 1 /2" 1 L S, A 4 `{ a WRAP AROUND STOOP STEF I 1 1 2.2x10 2-2x10 IN5UL.ATED INSULATE', HEADER ..HEADER 6050 �4Ia. m 7W THERMA'rRU Xpl 115-5068 a Z r --- m,l s Q Xzn owof in ROOM L_ FED CEILING I _ 5LOPED GEILIN (EXISTING 5GD 4 � m owlK . ,fl Y�EGK •, IL - J V I 1 1 2.2x10 2-2x10 IN5UL.ATED INSULATE', HEADER ..HEADER 6050 �4Ia. m 7W THERMA'rRU Xpl 115-5068 a Z r --- m,l s Q Xzn owof in ROOM L_ FED CEILING I _ 5LOPED GEILIN (EXISTING 5GD 4 � m owlK . CONTRACTOR TO ENSURE 5 HEADER =HOT TUB MINIMUM 2-2x`I n ELECTRICAL OYER 5LIDING GLA55 DOOR PANEL u 9 "Ik" PROPOSED FLO K PLAN SGALE: 1/4"s V 011 TO THE BEST OF OUR KNOMWOM, BELIEF. 4 PROFESSIONAL JUDGEMENT, SUCH PLANS 4 SPECIFICATIONS ARG IN COMFLIAMCE WITH THE 2010 RCS/OCNTNL BW.=N0 COD00P NPW YORK STATE'4 TME 2010 CNCR&YOONSAMVATION VONSTRNr,7"1 aovz 0P NCW YORK STATL COFYRI&HT O 2013 BY WILLIAMS 4 AILLIAMO DESI&NERS. ALL RI&HTO RESERVED, ALL WILLIAMS 4 WILLIAMS DESI&NERS' PLANS HAVE SEEN RE&ISTERED WITH THE UNITED STATES COFYKI*MT OFFICE, THIS DRAWIN& IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS 0E5I01 UNAUTHORIZED ALTERATIONS OR ADDITIONO TO THIS DRAWIN& 0 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '1204.170 NOT SCALE THESE DRA)'UN&S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SMOF/N. OAMER AND CONTRACTOR SHALL CONSULT ALL AFFLICABLE SU& IN& CODES TO ENOURE THAT PLANE AND DETAILS CONFORM TO ALL REOUIREMENTO. THEY SMALL VERIFY ALL DIMENSIONS BEFORE PROCEEDIN& WITH CONSTRUCTION AND SMALL NOTIFY WILLIAMS 4 WILLIAMS DESI&NERS OF ANY DIOOREPANOIEO BEFORE WORK 10 PERFORMED. WILLIAMS 4 WILLIAMS DESI&NERO SMALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COOT& OR STRUCTURAL PROBLEMS ANNULTIN& FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 100512 PAGE 3 0r 5 DRAWN BY: JG REVISIONS/DATE: ADDRESS: "1 STEPHANIE LANE QUEENSBURY NEVI YORK p� 111 z '1 � tA* !ll Q Z t1) Z Z3 d %5 111 OQ ell SEAL: JAN 16 20 ,fl IL - J V K Q CONTRACTOR TO ENSURE 5 HEADER =HOT TUB MINIMUM 2-2x`I n ELECTRICAL OYER 5LIDING GLA55 DOOR PANEL u 9 "Ik" PROPOSED FLO K PLAN SGALE: 1/4"s V 011 TO THE BEST OF OUR KNOMWOM, BELIEF. 4 PROFESSIONAL JUDGEMENT, SUCH PLANS 4 SPECIFICATIONS ARG IN COMFLIAMCE WITH THE 2010 RCS/OCNTNL BW.=N0 COD00P NPW YORK STATE'4 TME 2010 CNCR&YOONSAMVATION VONSTRNr,7"1 aovz 0P NCW YORK STATL COFYRI&HT O 2013 BY WILLIAMS 4 AILLIAMO DESI&NERS. ALL RI&HTO RESERVED, ALL WILLIAMS 4 WILLIAMS DESI&NERS' PLANS HAVE SEEN RE&ISTERED WITH THE UNITED STATES COFYKI*MT OFFICE, THIS DRAWIN& IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS 0E5I01 UNAUTHORIZED ALTERATIONS OR ADDITIONO TO THIS DRAWIN& 0 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTION '1204.170 NOT SCALE THESE DRA)'UN&S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SMOF/N. OAMER AND CONTRACTOR SHALL CONSULT ALL AFFLICABLE SU& IN& CODES TO ENOURE THAT PLANE AND DETAILS CONFORM TO ALL REOUIREMENTO. THEY SMALL VERIFY ALL DIMENSIONS BEFORE PROCEEDIN& WITH CONSTRUCTION AND SMALL NOTIFY WILLIAMS 4 WILLIAMS DESI&NERS OF ANY DIOOREPANOIEO BEFORE WORK 10 PERFORMED. WILLIAMS 4 WILLIAMS DESI&NERO SMALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COOT& OR STRUCTURAL PROBLEMS ANNULTIN& FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 100512 PAGE 3 0r 5 DRAWN BY: JG REVISIONS/DATE: ADDRESS: "1 STEPHANIE LANE QUEENSBURY NEVI YORK p� 111 z '1 � tA* !ll Q Z t1) Z Z3 d %5 111 OQ ell SEAL: JAN 16 20 I 0 m I w" "I ^u 1211 ALIGN IN/ 4-1 3/4"X 1 1 i/5" EXISTING FASCIA L.V,L, KIPSE BEAM 1 ZR'_ 1 " 5/4" T$G O.S.B. SUBFLOOR 2x 12 .J015T5 ® 16" O.G. 2" R55 INSULATION SECTION A j SECTION 5 SGALM: 3/8"=1'-O" SCALE: 1/2"m V-0" 2x4/2x 12 RIDGE BOARii 2x 12 RAFTERS @ 1 6" O.G. 1/2" O.S.B. ROOF 5HEATHING W/ H -CLIPS 15# ROOFING FELT 50 YEAR ARCHITECTURAL ROOF SHINGLES ICE BARRIER 24" IN5IDE EXTERIOR kNALL5 10 1/4" R56G INSULATION 2 1/2"R 12.5 RIGID FOAM INSULATION AIR BAFFLE METAL GRIP EDGE 2x6 5UBFAGIA 1 x5 TRIM ALUMINUM FASCIA VINYL VENTED SOFFIT 2x6 STU515 @ 16" O.C. 6" P-21 INSULATION VAPOR BARRIER ONINTEK ^ARM SIPE) '7/16" 0.5.5. Y4ALL 5HEATHING BUILDING INRAP VINYL 51DING —2x4 TREATED FRAME CONCRETE BOARD $ CONCRETE PARGE FIN15H PROVIDE ACCESS ON GARAGE SIDE 2x 12 ON EACH SIDE OF POST —6x6 NOTCHED P05T —ABU 6rP05T BASE —GRADE FLOOR MUST BE TREATED IF WITHIN 15" OF GRADE S" CONCRETE FILLED TUBE 20" CONCRETE FILLED FOOTING 25" CONCRETE FILLED FOOTING 5/4"x6" DECKING 4x4 TREATED TIMBERS 916 " O.G. 6" COMPACTED STONE BASE GRADE u ,_, ADDRESS: 9 STEPHANIE LANE QUEEN58URY NEW YORK pz w SO w lu �/ a 4 w z u� o SEAL: JAN 16 2013 PLAN NO: COPYRIGHT © 2011 BY WILLIAMS 8 WILL IAMB DESIGNERS. ALL 91SHT5 RESEKVED.ALL 1 - FLOOR- 3/4" 74G O.S.B. (ORIENTED STRAND BOARD) NAILING SCHEDULE TRUSS 4 BRACING DETAIL 100 ✓ 1 2 WILLIAM5 8 WILLIAM5 DESIGNERS' PLANS HAVE BEEN KEGI5TEll KITH THE UNITED 2- ROOF- A" O.S.B. (ORIENTED STRAND BOARD) SPACING OF FASTENER5 STATES COPYRIGHT OFFICE. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY 5- WALL- 'i/ 1 6" 0.5.5. (ORIENTED STRAND BOARD) --- NOT BE ALTERED, REPRODUCED, COPIED, OR U5ED FOR CONSTRUCTION WITHOUT THE INSULATION (UNLESS OTHERWISE NOTED) --- WRITTEN PERMISSION FROM WILLIAM5 8 HILL IAM5 DE5I6INERS. TO DO 5015 A 1 - CEIL INC WITH ATTIC SPACE ......................... 12" THICK Rya KRAFT FACED --- VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR 2- SLOPED CEILING WITHOUT ATTIC SPACE.... DA" THICK R50C KRAFT FACED a ADDITIONS TO THI5 DKAV`11NG 15 A VIOLATION OF THE NEW YORK STATE EDUCATION 5- EXTERIOR WALLS.........................................6" THICK P-21 KRAFT FACED/POLY --- LAW, ARTICLE 1 45, SECTION 1209. THESE DRAWINGS ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................9" THICK K50 KRAFT FACED --- PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENT WALL5........................................5 Y2" THICK K 15 POLY 24" O.G. DOUBLE TOP PLATES, FAGS NAIL NOTE: ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE 24" O,G. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM WINTER WARM SIDE. 161, O.G. 5TANDARDS OF CONSTRUCTION. THE DRA1,NING5 SHALL GOVERN OVER THE NOTES IN 5-16P --- ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWING5 ARE FOR A 51NGLE 5-aD --- RESIDENCE, CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, 6" O.G. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL CONTRACTOR WILL POST THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. --- THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR MISCELLANEOUS 16" ALONG EAGHEDGE CONSTRUCTION METHODS OR TECHNIOUES, OR PROCEDURES, OR FOR THE SAFETY 1 . EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR 1 6"ALONG EAGHEDGE FREGAUTION5 USED 09 KEOUIRED IN CONTKAGTOK, SUBCONTRACTORS 09 ANY EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 rFM. EXCEPTION: WHERE A 5TAIKINAY OF TY40 OR FEWER K15EP-5 15 LOCATED ON OTHER PE95ON5 PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT 2. I.C. LABELED RECESSED LIGHTS REQUIKEO IN IN5ULATED GEILING5. --- THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLAN5/12OCUMENT5. S. SMOKE DETECTOK5 TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. EXTERI®R CEILING JOIST TO PARALLEL RAFTERS FACE NAIL INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY 2- STAIR KEQUIREMENT5: RAFTER TO PLATE TOE NAIL BACKUP. MINIMUM LOCATIONS: --- IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE GON5TRUGTION PLANS/ A- ONE EVERY LEVEL - - TO THE DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECTIN B- ONE N EVERY BEDROOM G. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. DESIGNER 50 THAT THE DESIGNER MAY GOKKEGT SUCH DEFECT. IF THE G- ONE WITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY --- CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS A550GIATED WITH WHEN REPAIRS KEOUIKING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT --- FKOGEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FIN125 A DEFECT IN SHALL BE PROVIDED KITH SMOKE DETECTORS LOCATED AS REOUIRED FOR 24" O.C. CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND NAIL EACH LAYER AS FLLOW5; 52" O.G. AT TOP AND BOTTOM 5TAGGERED.7WC NAILS AT END5 AND AT EACH SPLICE. DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGE5T REPAIRS. IF THE HARD WIRED. AT EACH BEARING CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, 09 ALLOW REASONABLE 4. FKOVIDE INTERCONNECTED C.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVEL5, --- --- TIME TO 5UGGE57 REPAIRS, 09 DOES THE REPAIRS NOT IN CONFORMANCE WITH THE THE G.O. DETECTOR SHALL BE Ill IN THE IMMEDIATE VICINITY OF BEDROOMS. 4- GUARDRAIL REQUIREMENTS: DESIGNERS 5UGGE5TED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS AN INTERCONNECTED C.O. DETECTOR SHALL AL.50 BE FLAGS IN EACH BEDROOM a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR ASSOCIATED WITH SUCH DEFECT. WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL -FIRED APPLIANCES 5UKIIII MORE THAN SO" ABOVE OR BELOW GRADE. AND EQUIPMENT, SOLID -FUEL BURNING APPLIANGE5 AND EQUIPMENT, OR FIREPLACES b. MINIMUM HEIGHT 15 56", AT STAIRS 54". AND CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH O. LESS THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. THE CONTRACTOR 15 RESPONSIBLE FOR SAFE GONDITION5 AT THE JOB SITE AND CARBON MONOXIDE 1;)ETEGTOK5 AS REQUIRED FOK NEW BUILDINGS. d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO GOMFLETION OF THE 5, CONTRACTOR 15 KE5PON51BLE FOR 17E51GN AND PKOPEK FUNCTION OF HVAC BOTTOM RAIL MEET. VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN AND ELECTRICAL SYSTEMS. COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL CODES AND OKDINANCE5. 6. ALL WINDOWS TO CONFORM TO AAMA/NWWDA 10 1/1,5,2 VERIFY ALL DIMENSIONS PRIOR TO ERECTION. 1. ALL EMERGENCY EG9E55 WINDOWS AND BEDROOM WINDOW5 MUST MEET THE FOLLOWING GUIDE LINES: FOR ADDITIONS ANii/OR RENOVA710N5 THE BUILDER AND/OR GENERAL A- CLEAR OPENING OF 5.1 5QUARE FEET ABOVE OK BELOW GRADE B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING STRUCTURAL CONDITIONS 8 G- MINIMUM HEIGHT DIMENSIONS FRIOK 7O ORDERING MATERIAL & BEGINNING CONSTRUCTION. D- MINIMUM WIDTH OFF 200" a. SAFETY GLAZING OR TEMPERED GLA55 TO BE PROVIDED AT: A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER, THAN 9 SQUARE FEET FOUNDATIONS B- BOTTOM EDGE LESS THAN 15" ABOVE FLOOR G- ONE OR MORE WALKING 5URFAGE5 15 WITHIN 56" HORIZONTALLY OF THE -1 G 17E5GRIFTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER all SPACING OF FASTENER5 JOIST TO 51" OR GIRDER, TOE NAIL 5-aD --- 1 x6 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-aD --- 2" 5UBFLOOK TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16V --- SOLE PLATE TO J015T OR BLOCKING, FACE NAIL 16P a TOP 09 50LE PLATE TO STUD, END NAIL 2- 1 6D --- STUD TO 5OLE PLATE, TOE NAIL 5-aD, 2-16P --- DOUBLE STUDS, FACE NAIL 100 24" O.G. DOUBLE TOP PLATES, FAGS NAIL 1 OD 24" O,G. SOLE PLATE TO J015T OR BLOCKING AT BRACED 1NALL PANEL 5-16P 161, O.G. DOUBLE TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA 5-16P --- BLOCKING BETWEEN JOISTS 09 RAFTERS TO TOP PLATE, TOE NAIL 5-aD --- RIM J015T TO TOP PLATE, TOE NAIL SD 6" O.G. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2- 1 OD --- BUILT-UP HEADER, TWO PIECES WITH Y2" SPACER 16P 16" ALONG EAGHEDGE CONTINUED HEADER, TWO PIECES 1 6D 1 6"ALONG EAGHEDGE CEILING J015TS TO PLATE TOE NAIL 5-aD EXCEPTION: WHERE A 5TAIKINAY OF TY40 OR FEWER K15EP-5 15 LOCATED ON CONTINUOUS HEADER HEADER TO STUD TOE NAIL 4-aD --- CEILING JOIST LAPS OVER PARTITIONS FACE NAIL 5 -lop EXTERI®R CEILING JOIST TO PARALLEL RAFTERS FACE NAIL 5 -ion 2- STAIR KEQUIREMENT5: RAFTER TO PLATE TOE NAIL 2-16P --- 1 " BRACE TO EACH STUD AND PLATE. FACE NAIL 2-aD - - 1 "X " 1­IEATH[Na TO EACH SEAKIN(Sr FACE NAIL 2-aD G. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. 1 "Xa" SHEATHINS TO EACH B ARIN . FACE NAIL 2-aD --- WIDER THAN 1 "X " HEATHING TO EACH E RING F E AI 5-aD --- UILT- P ORNER 5TU05 lop 24" O.C. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS lop NAIL EACH LAYER AS FLLOW5; 52" O.G. AT TOP AND BOTTOM 5TAGGERED.7WC NAILS AT END5 AND AT EACH SPLICE. 2" PLANKS E 2- 1 6D AT EACH BEARING ROOF AFTERS TO RIDGE, VALLEY 09 HIP RAFTERS: TOE NAIL PA AI --- --- RAFTER TIES TO RAFTERS, FACE NAIL 4- GUARDRAIL REQUIREMENTS: 1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501E A MINIMUM OF 4a' BELOW I- PROVIDE WEB BRACING A5 Pr3R MANUFACTURER'S ARCHITEGTUKAL TRUSS N D- TOP EDGE GREATER THAN 56" ABOVE FLOOR EDGE5(INCHE5)h SHEETS ,BUILDING FASTENER b,G,d 2- 2" NOMINAL LUMBER PA55ENGEK VEHICLE GARAGES 50 5- BOTTOM CHORD TO HAVE CONTINUOUS LATERAL BRACING AT A MAXIMUM PAGE E- GLAZING ADJOINING STAIRS WITHIN 60" OF E50TTOM TREAD PROVIDE A 50"X22" ATTIC ACCESS IN A HALLWAY OIC A READILY AGCE5515LE INTERVAL OF 10'. BRACES TO BE SECURELY ANCHORED INTO SOLID END a ` WALL. 4- TOP CHORD RACING TO HAVE DIAGONAL B(AT 45 DEGREES) ON BOTH SIDES � I IIS Of 5TAIR5 OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH HORIZONTAL. S.BAGKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 25 DAYS, OR BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED. , 4.MAXIMUM UNBALANCED BACKFILL HEIGHT- 1'. CONCRETE 1. CONCRETE 5TKENGTH TO BE A5 FOLLOW5: I GARAGE SLABS AND PORCHES, STEPS, AND WALK5: 5500 P51 i VERTICAL CONCRETE EXPOSED TO WEATHER: 5000 P PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME. SLUMP TO 8E NO MORE THAN 4" NOR LE55 THAN 2" 10. 1 1 . 12, 15. 4. 1 5 ENDS. WOOD STRUCTURAL PANELS, SUBFLOORFLOOR AND WALL SHEATHING TO FRAMING, , SND PARTICLEBOARD WALL 5HEATHIN(:- 5CIPIi TYPE W OR 5 ` ` \ 4QUEENSBURY = ' 5- ROOF 5HEATHING TO HAVE 5TAGGEKED JOISTS AND FASTEN PER NAILING DRAWN BY: . �II� SCHEDULE. a 5/ 1 6"- 1 /2" 6D-5UBL OOK, WALL 6 1 2f SD -ROOF 6- 5HEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF a JG ('r SHEETS PER 2 TRUSSES DURING CONSTRUCTION. "COMMON NAIL;'1 5/a 1- LAP ALL LATERAL BRACES MINIMUM 2'. SCREWS TYPE N OR 24" IN5151 ALL REVISIONS/DATE: HANDRAIL/GUARDRAIL ,RCO/OGNr/AL 211#5 NG, CODOOP NOW YORK OTArt4 THE 2010 ONORG,Y CONSORVA7110N CONOTRIUCr10N 1 - PROVIDE A 5'X5' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. d EXCEPTION: WHERE A 5TAIKINAY OF TY40 OR FEWER K15EP-5 15 LOCATED ON u THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REOUIRED EXIT DOOR, A NONE q s9 - 16d. EXTERI®R LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. q C1 c1 I ..6 5 a 2- STAIR KEQUIREMENT5: a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN WEIGHT. SEAL: TO b. ALL 5TAIRWAYS MINIMUM 56" IN WIDTH. lNALL5 G. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. d. MINIMUM HEADROOM CLEARANCE OF V -a" FOR ALL STAIRWAYS. 5- HANDRAIL REQUIREMENTS: MUST CONFORM TO M511.5.6. • • sub+ a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISEK5. b. KEOUIRED ON ONE SIDE. of G. MUST BE BETWEEN 54" AND 55" IN HEIGHT. IN ACCORDANCE NITH THE RE5IDENTIA+L GODS OF THE STATE OF NEW YORK 9501 .2.5, BUILDING IN REGIONS WITH GROUND SNOW LOADS GREATER THAN 10 P5F SHALL BE DE51SNED IN ' d. MUST TERMINATE AT WR ALL5 ONEWEL POST. o e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER. f. HANDRAIL TO HAVE CIRCULAK CK055 SECTION WITH GRID' SIZE 1 W'-2" U. 4- GUARDRAIL REQUIREMENTS: a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR 5UKIIII MORE THAN SO" ABOVE OR BELOW GRADE. b. MINIMUM HEIGHT 15 56", AT STAIRS 54". O. LESS THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. lu d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND BOTTOM RAIL MEET. s� z V/ s 1. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501E A MINIMUM OF 4a' BELOW DESCRIPTION OF N D- TOP EDGE GREATER THAN 56" ABOVE FLOOR EDGE5(INCHE5)h INTERMEDIATE SUPPORTS ,BUILDING FASTENER b,G,d MATERIALS PA55ENGEK VEHICLE GARAGES 50 GRADE. A55UME17 SOIL BEARING LOAD 15 2000 FSF. (GROUP 1 5011-5 -GW, ; GP, 5W, 5P, (sM, 5M) 2.MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 9. E- GLAZING ADJOINING STAIRS WITHIN 60" OF E50TTOM TREAD PROVIDE A 50"X22" ATTIC ACCESS IN A HALLWAY OIC A READILY AGCE5515LE , a ` ROOFING NAIL; 6D 50 5TAIR5 40 HORIZONTAL. S.BAGKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 25 DAYS, OR BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED. , 4.MAXIMUM UNBALANCED BACKFILL HEIGHT- 1'. CONCRETE 1. CONCRETE 5TKENGTH TO BE A5 FOLLOW5: I GARAGE SLABS AND PORCHES, STEPS, AND WALK5: 5500 P51 i VERTICAL CONCRETE EXPOSED TO WEATHER: 5000 P PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME. SLUMP TO 8E NO MORE THAN 4" NOR LE55 THAN 2" 10. 1 1 . 12, 15. 4. 1 5 AREA, NOT IN A STANDARD CLOSET. PROVIDE AN 15"X24" CRAWL SPACE ACCESS. FROVIDE 5/5" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. PROVIDE Y2" TYPE X FIRE RATED GYF5UM BOARD ON HOUSE SIDE OF WALL COMMON TO HOUSE AND GARAGE. PROVIDE 3/4 HOUR FIRE RATED D00R AND JAMBS WITH AUTOMATIC CLOSER BETWEEN HOUSE AND GARAGE. _ INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR FLUE/CHIMNEY AGGORDING TO MANUFACTURERS SPECIFICATIONS. MAINTAIN A MINIMUM OF a" DISTANCE BETWEEN SIDING AND FINISHED GKADE. AI L DRAINS VENTS AND SUPPLY PIPING MUST BE T'"STED TO TH' FOLI OWING WOOD STRUCTURAL PANELS, SUBFLOORFLOOR AND WALL SHEATHING TO FRAMING, , SND PARTICLEBOARD WALL 5HEATHIN(:- 5CIPIi TYPE W OR 5 ` ` \ 4QUEENSBURY = ' m Q, O m 0 O W = I) A If, ua U . �II� 4 a 5/ 1 6"- 1 /2" 6D-5UBL OOK, WALL 6 1 2f SD -ROOF ROOFING NAIL; 517 ADI7RES8: '1 STEPHANIE LANE NEW YORK ('r 1 9/52"- 1 " aD 6 1 2f "COMMON NAIL;'1 5/a 0 1 2 -1 1 /a"- 1 A" lop ' SCREWS TYPE N OR CRITERIA: 5 PSI OF AIR OR 1 0' OF HEAD PRE55U f: E E E KOR A PERIOD OF 15 CONCRETE REINFORCING STEEL MINUTES § WATER SUPPLY SHALL BE TE5TED 0 A MIN, OF 50 P51 AIR OR WORKING 1. REBAR SHALL CONFORM TO A.S.T.M. 911 40. WELDED WIRE PRE55UKE FOR A MINIMUM OF 15 MINUTES. FABRIC MESH 16. HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE SHALL CONFORM TO A.S.T.M. A 15 5. 2.1/2" DIAMETER x 10" ANCHOR BOLTS 9 4' O.G.i NEW YORK STATE ENERGY GORE. 5. #5 BAR VERTICALLY a 4'O.C. TO WITHIN 6" FROM TOP OF WALL 1 1. COMBUSTION AIR KEOUIKEMENTS: IF THERE 15 NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS CONCRETE FOUNDATION WALL PROPER AMOUNT OF COMBUSTION AIR PER GORE AT FINAL INSPECTION. 15. GARAGE CONCRETE SLAB MUST BE SLOPED TOWAI OVERHEAD DOOR OR 1. DAMFPROOFING: ASPHALT/TAR TYPE COATING t A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. WATEKFKOOFING: KUBBERACE AND WATER SHIELD TYFE I'CE @ WATER SHIELD UNDEKLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMUM OF 24" IN51DE THE EXTERIOR WALL LINE OF THE BUILDING MEASURED DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS EDGE5(INCHE5)h INTERMEDIATE SUPPORTS ,BUILDING FASTENER b,G,d MATERIALS PA55ENGEK VEHICLE GARAGES 50 b d(INCHES) Y2 GY SUM BOARD, g 1 Y2 GALVANIZED 4 a 40 ROOFING NAIL; 6D 50 5TAIR5 40 COMMON NAIL; 1 A 200 TEMP. REQUIRED 5CIPIi TYPE W OR 5 INDEX TO THE BEST OP OUR KNOWLEDG,E, BELIEF, a 5/a G PSUM BOARD, g 1 3/4 GALVANIZED 4 a TERMITE ROOFING NAIL; 517 ('r "COMMON NAIL;'1 5/a I SCREWS TYPE N OR 24" IN5151 ALL 915ER SHALL BE A MAXIMUM a 1/4" r MINIMUM TREAD DEPTH SHALL BE ai WITH MINIMUM NOSING OF 5/4" AND A p MAXIMUM N051NG OF 1 1/4". Iy I W®®n_5T00P DETAIL" W i 1 EI„ � ,a1' • to � Z PERIMETER DRAINS HORIZONTALLY. LLi ci) A 1 . 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAY_IGHT, DRYKE_L, 20. 'FIKEBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONGEALED DRAFT OPENINGS s M 5ENER OR SUMP PUMP A5 SOIL CONDITIONS AND 517E DICTATE. (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETNEEN WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT 70 FRAMING a Z Q W STORIES, AND BETNEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL ✓" AND LESS aD COMMON NAIL 6 1 2 i BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLONING LOCATIONS. i 1/a"- 1" aD COMMON NAIL 6 12 5/4"xb" DECKING W Q Z n A- IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED /a"- 1 Y4" 1 OD COMMON NAIL 6 12 2x6 JOISTS a 16" O.C. - EXTERIOR GRADE SPACES, AT THE CEILING AND FLOOR SPACES. GONOEAL_D HORIZONTAL LL �L1 1. GRADE SHALL DROP 6' IN FIRST 10' RUN FROM ALL SIDES OF HOUSE FURRED SPACES SMALL AL50 BE FIKEBLOGKED INTERVALS NOT EXCEEDING 10', a NAl"LL RE5MOOTH-COMMON,BOXEXCEPTINHEREOTHERWI5E5TATED. Q s, BATTS OR BLANKETS OF MINERAL. OF GLA55 FIBER EjHALL BE ALLOWED A S � NAILS USEP FOR FRAMING, AND SHEATHING, GONNEGTION65HALL HAVER 4X4 POST FIREBLOGKING IN WALL5 CONSTRUCTED USING PARALLEL ROWS OF STUDS OR MINIMUMAVEKAGEBENDINGYIELD5TRENSTH5ASFOLLOW3:60KBIFOR 4x4 P05T ANCHOR SHANE DIAMETER OF O.1 q2" (20D COMMON NAIL), gOKBI FOR 5HANK DIAMETERS OL STAGGERED STUDS. LARDER THAN 0.142 BUT NOT LARGER THAN o. i T7", AND 100 K51 FOR SHANK suu f i N®OD/FRAMING - PIAM°T°95 OF 0.1421, OR 1.E55. GRADE - AT ALL INTERCONNECTIONS BETWEEN CONGALi;D VERTICAL AND HORIZONTAL b- NAILS SHALL NOT BE PLACED MORE THAN 6 OC. AT ALL SUPPORTS WHERE l`7 LUMBER GRADES ARE A5 FOLLOWS: ° BWESPACES SUCH AS OCCUR AT SOFFITS, DROP GEILING5 AND COVE GEILING5, 5FAN5ARE45"OKCFEATER. O 2x6 NAILER LAGGED TO HOUSE �y 1. PURLINS, BEAMS, AND STRINGERS...............#2 SPF 09 BETTER G- IN CONGEALED SPACES BETWEEN 5TAIK STKIN( �K5 AT THE TOP AND BOTTOM c- 4'x5.0941Xa'eHA_1L13EAFFLED VERTICALLY. y RIM J015T 4 HANGERS 0 1 6 O.G. 111 J •• 2. JOISTS AND RAFTE95 ..............................# 2 SPF 09 BETTERd- 5PAGING R5 of FASTENENOT INCLUDED IN THIS TABLE 5HALL SE BASED ON Q 11 OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION TABLER602.5(U. a" DIA. CONCRETE FILLED 5. STUDS.................................................#2 SPF OR BETTER RS 14.5. I e- FOR REGION5 HAVING BASIC ^IND SPEED OF 1.10 MPH OR GREATER, 51P CONSTRUCTION .LUBE 4. BLOCKING AND BRIDGING .........................#2 5PF 0R BETTER P w' DEFORMED NAILS SHALL BE USED TO AINIMUM N5 PLYWOOD STRUCTURAL PANT O D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT G_ILING AND FLOOR LEVE " I s. fi" � ROOF 5HEATHING TO FRAMING WITHIN MINIMUM 48"DISTANCE FROM GABLE END ;± � S. PLATES, SILLS CONTACTING CONCRETE...........PRESSURE TREATED SPF OR BETTER TO RP -515T THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. s 1 WAL1_5, IF MEAN ROOF, HEIGHT 15 MORE THAN as, OF TO 55' MAXIMUM. � 6. POSTS AND BEAMS.................................#2 5FF OR BETTER E- FOR THE FIREBLOGKING OF CHIMNEYS AND FIREPLACES. SEE SECTION R 100 1. 1 6. II f- FOR REGION° HnnNvABAB,G WIND SPEW OF 100 MPH OR LEBS,NAiLS FOR CL 1. 2x6 TSG DECKING..................................DECKING GRADE F- FIKEBLOG KING OF GORNIGES OF A TWO-FAMILY 4 ELL E D F ATTAINING WOOD EF1,14TURAL PANEL ROOF SHEATHING, IN GABLE END WALL a a. ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT W INC ISR QUIRE AT THE "7 ' r FRAMING 5HALL BE SPACED 6" ON CENTER. WHEN BASIC WIND SPEED 15 LINE OF DWELLING UNIT SEPARATION. 59BATEK THAN 100 MPH, �I dk^ INTERM'cDIAT SUPPOPiT55HILS FOR ALLBESPAGEDI6GO.CNFOLRROOFHUM4T6HINGTO pnt•' BEARING ON) SHALL BE SUPPORTED BY 51MP50N U TYPE HANGERS 09 " r DISTANCE FROM RIDGES, SHALL AND GABLE END WALL5; AN5 4 ON CENTER TO c EQUAL. ANCHOR EACH RAFTER AND/OK BOTTOM CHORD OF TRUSS TO TOP N ' ' 1xLl1 GABLE END WALL FRAMING. PLATES AT OUT50E WALLS WITH 51MP50N H 1 OR H2.5 TIES. g-GYP5UM 5HEATHING 5HALL CONFORM TOASTM G T 9 AND 5HALL BE INSTALLED 9. ALL BOLTHEAD5 BEARING ON WOOD, TO BE PROVIDED WITH STANDARD GUT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION NAGGORDANGE WITH G.4253. FIBERBOARD 5HEATHING 5HALL CONFORM TO MINIMUM BATHI�®OM FIXTURE CLEARANCES WASHERS. STRUCTURAL MEMBER ABTM G 206. UNLESS I `� '"' • n- 5PAGING ON FLOOR 5HEATHING PANEL EDGES APPLIES TO PANEL EDGES . ,! 10. HEAVER5 AT EXTERIOR DOORS AND WINDOK5 TO BE 2-2x 10 UNLESS RAFTER5 HAVING SLOPES GREATER THAN 5:12 WITH NO �TM SUPPORTED BYFRAMING NROOF5AND AT A"HINC7P NEL EVSERI METEIES TOONLY. 07HERWI5ENOTED. FINISHED H/ISO f',g {qI 9PAGINGOFFABTENE950NROKAMIlMEMEEANELEDSEBAPPOFI "y 1 _ 1 F -r EDGES SUFPORTED BYFRAMING MEMBERS AND AT ALL ROOF PLANE °. t 1 1.ALL INTERIOR WAL_5 TO BE 2x4 9 16" O.C. UNLESS OTHERWISE NOTED. E 99 FERIMETER5. BLOCKING OF ROOF OR FLOOR 5HEATHING PANEL EDGES 1'_3" 4 4" 2" 4„ INTERIOR WALLS AND PARTITIONS P=RPENDIGULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT ' 1 2.PR®VIDE 50L'ID BLOCKING OR STUDDING BELOW ALL BEAMS, P05T LOADS FLOORS AND PLASTERED CEILINGS 1� ArINTERSECTION OFADJAGENTROOF PLANEs, FLOOR ANDROOF PERIMETER y y PI141 1 IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. ALL OTHER STRUCTURAL MEMBERS SHALL sE SUPPORTED BY FRAMING MEMBER50R SOLID BLOCKING. . -1I 1 S.HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS AT TUB, SHOWER, AND TOILET. EXTERIOR WALL5 WITH PLASTER OR STUCCO FINISH , e MINIMUM 30" x 30" 1 4.DOUBLE JOISTS OR SOLID SLOGKING UNDER ALL PARALLEL WALL5 AND EXTERIOR WALL5-WIND LOADS WITH SKITTLE FINISHES O srlorlER ®, BATHTUBS. EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINISHES is BLOCKING: 16" O.G. ON BEAKING WALL 52" O.G. ON NON -BEAKING WALL5 1 S. NOTCHING REDUIREMENT5 FOR EXTERIOR AND LOAD BEARING WALL5: OVERFRAMING (PIGGY BACK) SPAN TABLES A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE MEMBER, SHALL. NOT BE LONGEK THAN 1 /5 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/5 OF THE SPAN. B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA HORIZONTAL SPAN I 51ZE/5PAGING LIVE LOAD UP TO 9'-O' 2x6 a 16" O.G. 11 1 " - 1 1 -5" 2X6 @ 16" O.G. 111-1 1 5'- 1 1 " 2x 10 0 16", O.G. 14'-0" - 1 6-0" 2x 1 2 L.- I nE L/IMME I EF yr I mr- t c..ULE0 E+VF:El✓ LJTc cl I IN I V MEMBER 7MI-l" I NOT EXCEED 1 /5 THE DEPTH OF THE MEMBER. MINIMUM UNIFORMLY DISTYRIBUTED LIVE LOAD (FBF) D- HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER 09 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 JAGK5 STUDS AT EACH 51DE OF OFENING GREATER THAN 6'. 1 1- PROVIDE 50_ID B.. OGKING/BRIDGING OR GR055 BRACING BETWEEN JOISTS AT ALL J015T MID5FAN5. 15 - ALL CANTILEVERS TO BE A 5:1 RATIO. 5X SUPPORTED, 1 X UNSUPPORTED UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NCW YORK STATE EDUCATION LAW, ARTICLE 149 SECTION 1204. DO NOT SOALE THESE DRAWING,S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER Al CONTRACTOR SHALL CONSULT ALL .I APPLICABLE BUILDING, CODES TO ENSURE THAT y PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PR06EEDINO WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 1 WILLIAMS DESIG,NERS OF ANY DIS6REPANCIES BEFORE WORK IS FERPORMED. WILLIAMS 4 WILLIAMS DCSIG,NERS SMALL NOT SE RESPONSIBLE FOR ANY ADDITIONAL COOTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PA55ENGEK VEHICLE GARAGES 50 ATTICS WITHOUT 5TOKAGE 10 ATTICS WITH STORAGE 20 ROOMS OTHER THAN 5LEF-I l 40 SLEEPING ROOMS 50 5TAIR5 40 GUARDKAIL5 AND HANDRAIL5 200 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NCW YORK STATE EDUCATION LAW, ARTICLE 149 SECTION 1204. DO NOT SOALE THESE DRAWING,S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER Al CONTRACTOR SHALL CONSULT ALL .I APPLICABLE BUILDING, CODES TO ENSURE THAT y PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PR06EEDINO WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 1 WILLIAMS DESIG,NERS OF ANY DIS6REPANCIES BEFORE WORK IS FERPORMED. WILLIAMS 4 WILLIAMS DCSIG,NERS SMALL NOT SE RESPONSIBLE FOR ANY ADDITIONAL COOTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA GROUND WIND 6EISMIG SUTO BJECT WINTER ICE SHIELD FLOOD AIR SNOW SPEED E51G DN DAMAGE FROM: DESIGN UNDERLAYMENT A HAZRD FEEZIN LOAD (MPH) CATEGORY TEMP. REQUIRED INDEX TO THE BEST OP OUR KNOWLEDG,E, BELIEF, a NEATn RNG �vC1a TERMITE DE6AY ('r I 24" IN5151 ALL ,RCO/OGNr/AL 211#5 NG, CODOOP NOW YORK OTArt4 THE 2010 ONORG,Y CONSORVA7110N CONOTRIUCr10N d COODOF NAPT YORK 5rATE'. u SLIGHT NONE q s9 - 16d. EXTERI®R �q NO q C1 c1 I ..6 5 a DESIG,NERS. ALL RIGHTS RESERVED, ALL WILLIAMS • SEAL: TO TO lNALL5 WILLIAMS DESIGNERS' PLANS NAVE SEEN REGISTERED WITH THE UNITED STATES COPY11 iHT OFFICE, THIS Moa sub+ DRAWING, IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED IN ACCORDANCE NITH THE RE5IDENTIA+L GODS OF THE STATE OF NEW YORK 9501 .2.5, BUILDING IN REGIONS WITH GROUND SNOW LOADS GREATER THAN 10 P5F SHALL BE DE51SNED IN ' AGGORDAWITH ACCEPTED ENGINEERING PRACTICE AND AGSE 1-02 (AMERICAN SOCIETY OF CIVIL ENGINEERS 1-02). UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NCW YORK STATE EDUCATION LAW, ARTICLE 149 SECTION 1204. DO NOT SOALE THESE DRAWING,S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER Al CONTRACTOR SHALL CONSULT ALL .I APPLICABLE BUILDING, CODES TO ENSURE THAT y PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PR06EEDINO WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 1 WILLIAMS DESIG,NERS OF ANY DIS6REPANCIES BEFORE WORK IS FERPORMED. WILLIAMS 4 WILLIAMS DCSIG,NERS SMALL NOT SE RESPONSIBLE FOR ANY ADDITIONAL COOTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. 1r 2 JILMINIMUM CLEARANCE I � 21"MINIMUM CLEARANCE = i, ®WATER G-05ET4 TUB ®11-A`JATORIE5 _ �� bra{• rfu rrc TO THE BEST OP OUR KNOWLEDG,E, BELIEF, a " PROFESSIONAL JUDGEMENT, SUCH PLANS • ('r SPECIFIGATIONS ARE IN COMPLIANCE WITH THE 2010 ,RCO/OGNr/AL 211#5 NG, CODOOP NOW YORK OTArt4 THE 2010 ONORG,Y CONSORVA7110N CONOTRIUCr10N COODOF NAPT YORK 5rATE'. u COPYKISNT S 2019 BY WILLIAMS t WILLIAMS DESIG,NERS. ALL RIGHTS RESERVED, ALL WILLIAMS • SEAL: WILLIAMS DESIGNERS' PLANS NAVE SEEN REGISTERED WITH THE UNITED STATES COPY11 iHT OFFICE, THIS DRAWING, IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED �� q f46J ry r1 / 0 1 FOR CONSTRUCTION WITHOUT TNG WRITTEN PERMISSION FROM WILLIAMS • WILLIAMS DESIG,NERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NCW YORK STATE EDUCATION LAW, ARTICLE 149 SECTION 1204. DO NOT SOALE THESE DRAWING,S. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER Al CONTRACTOR SHALL CONSULT ALL .I APPLICABLE BUILDING, CODES TO ENSURE THAT y PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PR06EEDINO WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS 1 WILLIAMS DESIG,NERS OF ANY DIS6REPANCIES BEFORE WORK IS FERPORMED. WILLIAMS 4 WILLIAMS DCSIG,NERS SMALL NOT SE RESPONSIBLE FOR ANY ADDITIONAL COOTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.