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AST-000273-2017 TOWN OF QUEENS BURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: AST-000273-2017 Date Issued: Tuesday, October 3, 2017 This is to certify that work requested to be done as shown by Permit Number AST-000273-2017 has been completed. Tax Map Number: 266.3-1-73.4 Location: 20 RIDGEWOOD CT Owner: Chris Patten Applicant: Chris Patten This structure may be occupied as a: Screened Gazebo 380 s.f. By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: AST-000273-2017 Tax Map No: 266.3-1-73.4 Permission is hereby granted to: Chris Patten For property located at: 20 RIDGEWOOD CT 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 Tyne of Construction Owner Name: Chris Patten Gazebo $8,000.00 Owner Address: 20 Ridgewood CT Total Value $8,000.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Screened Gazebo 380 s.f. $40.00 PERMIT FEE PAID-TI-HS PERMIT EXPIRES: Thursday,June 7,2018 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the ex/p, anon ��JJJdate.) Dated at the Town of ueensb +f/ /� cil s 2017 SIGNED BY: /� for the Town of Queensbury. Director of Building&Code Enforcement Office Use Onlv ACCESSORY STRUCTURE Permit#: A6T— 2�+3- �X\�* PERMIT APPLICATION Permit Fee:$ 43 Toon of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: 1 P:518-761-8256 www.aueensbury.net Project Location: Zo I ,u 5e "mv� Tax Map ID #: 4(e.3.1 734 Subdivision Name: CONTACT INFORMATION: n • Applicant: U Name(s): ri1.�,�)5 ,.4e r MAY 2 4 2017 Mailing Address, C/S/Z: 70 R Cell Phone: no' (vS`/ Li4f ni !4 Email: A S 1 vc Primary Owner(s): Name(s): _ Mailing Address, C/S/Z: S A-wI 45 f/-i38t'*= G Cell Phone: Land Line: Email: • Contractor(s): Business Name: Contact Name(s): C ,� —,S 11-684'0Mailing Address, C/S/Z: `� Cell Phone: �_) Land Line: _( ) Email: • Architect(s)/Engineer(s): Business Name: 6AII a., ,r 74-Grr, 7(,4 Contact Name(s): Mailing Address, C/S/Z: Cell Phone:�_) Land Line: Email: /� Contact Person for Building & Code Compliance: Lit^ reS /'wP Cell Phone: ( s'nM4tL Land Line: Email: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 PROJECT INFORMATION: TYPE: Commercial 'Residential WORK CLASS: Deck,Open Porch _Solar Panels(w/o rafter upgrades) _Carport _,,//Cell Tower Shed _Pavilion, Pole Barn, Canopy _Dock P<Gazebo Detached Garage _Boathouse (with or w/o sundeck) _3-Season Porch _Other(description: ) SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2"d floor: Total square feet: 3r6 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction:$ 0/ CTA 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES Explain: 4. Are there any easements on the property? YES O DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. 1 certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. 1 also understand that 1/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: G r �G SIGNATURE: l DATE: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 PLAN NO: r m 0421 1 1 "K i_;14�1__� Z A GUSTOM 17 Fm 5 IG1� � � i 'W V, PAC J, 0 SCREMNEV PORCH FOR :C.4 4;" PRANN BY: 0 REVISIONS/DATE. 3 U Ry OV4t OF QUEENSF mail T MIN f- - —'77-277"'"1", mill -6 1JIU INIG & H sill RVIE Date . ........... 'g IN-M ECT Ax �r��,.�� `aTHIS I -AN TO BE ON PROI Patten Property OR THE 00 SITE T ALL TIMES F CTION -ION OF CONSTRU RF D i"1; .46 WN OF QUEENSBURI of TO TENT Deve owent BUILDING DE r ompliance d construed as ons", are in sed On Out"Mile examination, is 3a mments eGjkfjGa11L)1 vilth o9f C'" codes 01 =awthe plans 3"'Nuilding indicaUng jance Ab me I- Ln lull comp, 0 'AID yo1w state. 51 8 = 796 = 4654 CL ew OL- CL U1 L- CL 0 Z co Ln CL lu -p N&` t. µmsW, W, N WIN Jimdb I Nv'008" H 0 Y 61 N C 31tl My A& IN, A A APPRE55. LOT RIVISMNOOV OUEENSBURY I. NEW YORK , - isi�. - YLF �� _ �. W O Ul WWI( K 1 N C.,C)K P C)K A 7 F.Z;� m t A- SOCI SLEN STREET-SLENS FALLS-NE^ %(OKI< 12501 5 - , N 12ek. XX r s if) " ,'y C002 sL P,�_WRIT'6._' _r-NWi '4 U S 1 "7 45 H VIA s< yV! I 3x, 3x, ly K S • Co C) M kN I L L I A M S A N I L L I A M e F. e I G LU lu R11 Z11 :;r_ lu -1 d) Q1 "h W '20 a 21M — 6� " MR tn 1h K ig A A 7"N as sA it u Ilk Ili. Y gg rr 1. R 4 'AY 2 4 2017 Pd' g"g, J, tvi a. T01A)m 01-f�i B jNG ooDc,, UILD 8 U 1? D _0 pg:� a T- F F_ TO THE BEST Or-OUR.KNOYiLEPSE,BELIEF.I PROFESSIONAL JUDGEMENT,SUCH PLANS 4 oil `. - SP GI IGATION5 ARE IN GOM LI E t OVA 2013 WV11 F IN779NA771ONAL RPS/DENT/AL C fgal ROM IN 7EA Z NA rIONA L ONER 6 Y'C 40 N-4EIR VA 71ON C OZ 7A 4 2016 SUPPLIMENTS OF NffiN YORK STATE[REV.AUGUST 20162). 6 911C 6_0 COPYRIGHT®2011 BY Y41LLIAM5 4 WILLIAMS DESIGNERS. ALL RIGHTS RE512MVEP,ALL VNIILLIAMS 4 AILLIAMS SEAL: DESIGNERS'PLAN5 HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE,THIS DRAWING 19 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, !I I REPRODUCED,COPIED,OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 Y`IILLIAM5 DESIGNERS.UNAUTHORIZED ALTERATIONS OR 0 P FILE C Yj ADDITIONS TO THIS DRAWING 19 A VIOLATION OF THF NEA IN- , , _ 5' _g ez YORK STATE EDUCATION LAK ARTICLE 145 SECTION w "120-1.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT 15E TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING COVES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY j"0 Copy SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY ViILLIAMS 4 ViILL AMS PF-916NER5 OF ANY DISCREPANCIES BEFORE WORK 19 PERFORMED.WILLIAMS 4 WILLIAMS DESIGNERS SHALL NOT BE RESPON51BLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. P L 04 1 F I 266.3-1®73.4 AST-000273-2017 Pattd'6,,Chr 20 Ridgewood Court Screened Gazebo DRAWER #: 6 PLAIT NO: 0421 1 '7 i I I I I � I PAGE I I I I I 2 OF 5 I I I I I I DRAWN BY: - JGB - \ REVISIONS/DATE. " - 50 YEAR - -____: s/12 ARCHITECTURAL ,PITCH ROOFING SHINGLES f I SCREENED t. PANELS THIN VENEER STONELn _ n GRADE 4- SCALE: !I = i /� c so co - - - -- CL lu ( --- ------- I i - LEFT SIPS ELEVATION I 111111 SCALE: 1 /4"m 1 '-0" ADDRESS: ��IO � �==___ LOT 6 RIDGEWOOD RISPHT SIVE - _ _ ESTATES =— = OUEENSBURY SCALE: 1 /4"m 1 '-0" NEW YORK 50 YEAR ARCHITECTURAL 12 ROOFING n SHINGLES m 6 X SCREENED W < t�Q PANELS . oo THIN VENEER w Olt w - - d STONE `— — k- 11-_ _ ... F- - N1. GRADE t l 6 z - - �� -- _ ti - Q IIIA A . L- _ - - -- — — - - — - - _ ---- __—- ------ - 11 _ FF FRONT ELM\/ATION SCALE: 1 /4"m 1 -0 11 _ rr —.i _—A TO THE BEST OF OUR KNOWLEDGE,BELIEF,d 3:r5- FROFE8810NAL JUDGEMENT,SUCH PLANE d I 1 r 0 I SPECIFICATIONS ARE IN GOMPLIANGE WITH THE 2013 - _ - - 1 [ F INTERN.4T/ON.4L RSB/DENT/rVL GORE,2013 ——-- — — � INTERNRT/OVAL ENER6YGONBERVfiT/ON GORE;d 201 6 I II if I SUPPLIMENTS OF NEW YORK STATE(REV.AUGUST 2016). t - - - - COPYRIGHT®201'7 BY WILLIAMS d WILLIAMS DESIGNERS. ALL RIGHTS RESERVED.ALL WILLIAMS d WILLIAMS SEAL: DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE UNITED 9E INSTRUMENT OF SERVICE AND MAY NHOT BE ALTERIS DRA114IN&IED.N / / REPRODUCED•COPIED.OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS d WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 14 5 SECTION f 209.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. ELEVATION OWNER AND CONTRACTOR SHALL CONSULT ALL REAR APPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY r SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS d 1 /4" 1 ,—O„ WILLIAMS K15PERFORMESOFANYpISGREPANCIES BEFORE MSVESONER= WORK IS PERFORMED.WILLIAMS d WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS. PLAN NO: 1 1 '- 1 O , 1 1 '- 1 O" '01 25.-5" , 0421 1 '7 ill- loll , 1 1 '- 1 O" PA6F 4 OF 5 CONTINUOUS RIVCvF. VENT CONTINUOUS 91176,E VENT nRAWN BY: JGS 2x 1 2/2x4 RIV6,E BOAR17 12 -' REY1510N5/aATE: 2x 12 RAFTERS a 24" O.C. �_ - 2x 1 /2x4 RIDGvE BOARV 1 X6 T46VECKINCv 12 $ 6x5 COLLAR TIE BEYONV 2x 12 RAFTERS 0 4" O.C. 5 1X6 TECKiN 5/5" O.S.B. 00F SH +THIN W/ HWCLIS 15# ROOFINCv FELT 50 YEAR ARCHITECTURAL ROOF SHINGLES 5/5" O.S.B. ROOF SH ,THIN& W/ / ICE BARRIER 24" INSIVE EXTERIOR HALLS H--CLIP'S 15# ROOFING FELT EO YEAR ARCHITECTURAL ROOF .,� SHINGLES ICE BARRIER 24" INSIO ?CTS IO ;HALLS METAL PRIP 6E 2x5 SUBFACIA 6x5 COLLAR TI 1 x4 TRIM METAL IIS' E O X ALUMINUM FASCIA � � 2x5 SU FACIA VINYL VENTED SOFFIT 1 x4 TRIM U. >. _ ALUMINUM FASCIA Ln SERO 5x 1 2 TIMBER HEAVER VINYL VENTED SOFFIT Q C CLEARANCE - 6x6x2 4" BRACE (LET IN 1 ") lui a � FIREPLACE 5x5 TIMBERPOSTN M 5x 12 TIMBERHEAVE a O a THIN VENEER - E - 6x6x24" BRAC (LET IN 1 ") z �. STONE o - 5x5 TIMBER POST PORCHG ao ® CLL, " 5,_8,� q,_C,,° u55 DOST ANCHORv- 0"-O � ol ABUSs POST ANCHOR EXISTINCP CONCRETE SLAB �r� m-.� R R ♦ m-rr � � `y' ��q }p�0• SLAB` E9CISTIN O/ CONCRETE 5L�`W/ �T ♦ � I F APIPRESS: _ ISTINC-, POUREV LOT 6 RIPCIMNOOfl CONCRETE FROST kNALLS 6RAVE ESTATES AVE XISTINSP POURED OUEENSBURY CONCRETE FROST WALLS NEW YORK I It- - — — - - - — — - — — — - — ° d z to to a Ulm 6 tu < � �A J ] !� SECTION ASECTION S SCALE: 5/5"= V-01' u o SCALE: 5/5"= 1 '-0's Ivz w or_ =j C), m 1Q � 3 2-2x 12 RAFTERS EACH SIDE 2-2x 12 RAFTERS 5x 12 TIMBER HEAVE 5x5 TIMBER POST 6x5 COLLAR TIE 6x5 COLLAR TIE ® 7 9 co 9 fe m=w N mcm!P STONE CAP PORCH THIN VENEER STONE r � TO THE BEST OF OUR KNOWLEDGE,BELIEF,B ' 0 1 /2" PLYNO017 PROFESSIONAL JUDGEMENT,SUCH PLANS 4 V y 5 r 1 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2013 Y } ( ( r m INTERNAT/ONAL)RPB/DENT/AL GODS;2013 1 Y y x I� M I N'm_ INTERNATIONAL ENE6Y RGONSERVAT/ON GODS;4 201 2 6 6, SUPPLIMENTS OF NEW YORK STATE(REV.AUGUST 201 6). aj_.___,.,,...__ ABU55 POST ANCHOR BEYONV COPYRIGHT o 2011 BY WILLIAMS 4 WILLIAMS DESIGNERS. I ALL RIGHTS RESERVED.ALL WILLIAMS 4 WILLIAMS SEAL: DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE PLAN VUNITED STATES COPYRIGHT OFFICE.THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED. REPRODUCED,COPIED.OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DE5IGNERS.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW.ARTICLE 146 SECTION COLLA 9 TIM PETAIL120W.DO NOT SCALE THESE ORAWIN65.THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALL yqAND APPLICABLE BUILDING CODES TO ENSURE THAT PLANS TO ALL REOUIRMENTS.THEY SCALE: 1 /2"- 1 '-0" SHALL VERIF F-TAILSCALL D1MENSIONB BEFORE PROCEEDING F= TAIL WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS d WITH DESIGNERS OF ANY DISGREPANGIES BEFORE WORK IS PERFORMED.WILLIAMS 4 WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM SCALE• 5/5"m 1 1 '—O" FAILURE TO FOLLOW THP-55 PLANS AND DETAILS. COPYRIGHT ® 201 6 BY WILLIAMS a WILLIAMS DESIGNERS. ALL RIGHTS RESERVED. FLOORFLOOR- '/4'T4G O.S.S.I(ORIENTED STRAND BOARD) TRUSS 4 SRACINa DETAIL PLAN NO: ALL WILLIAMS 4 WILLIAMS DESIGNERS'PLANS HAVE BEEN REGISTERED WITH THE 2- ROOF- Y2" O.S.B. (ORIENTED STRAND BOARD) NAILING SCHEDULE 2x4 DIAGONAL BRACING 0421 1 UNITED STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE 3- WALL- -1/16" O.S.B. (ORIENTED STRAND BOARD) c 4W ANGLE NAILED TO 07 TOP SIDE OF BOTTOM AND MAY NOT BE ALTERED,REPRODUCED,COPIED,OR USED FOR CONSTRUCTION INSULATION (UNLESS OTHERWISE NOTED) DESGIRPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING OF n �nNAILS.CHORD NITH 2-120 WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DESIGNERS. TO DO SO 1 - CEILING WITH ATTIC, SPACE......................... 1 2 THICK 958 KRAFT FACED OF FASTENER a,c,d PASTENE95 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR 2- SLOPED CEILING WITHOUT ATTIC, SPACE.... 1 OY4" THICK R36C KRAFT FACED JOIST TO SILL OR GIRDER, TOE NAIL 3-8D --- / 2x4 LATERAL BRACING ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, NAILED To TOP 510E of 3- EXTERIOR WALLS........................................�5 1/2" THICK R2 1 KRAFT FACED/POLY � 1x6 SUBFLOOR OR LESS TO EACH JOIST, PAGE NAIL 2-SD m=� BOTTOMMINIMUM a H2O NAILS. ARTICLE 145,SECTION 1209. THESE DRAWINGS ARE NOT TO BE USED BY ANY 4- FLOOR..........................................................9 THICK M30 KRAFT FACED 2 SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2- 16V ,/ O� PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 5- BASEMENT WALLS........................................5 1/2" THICK R2 1 POLY SOLE PLATE TO .JOIST OR BLOCKING, FACE NAIL 1 6D 1 6°' O.C. j \� DIAGONAL BRACED 1 6D --- BAYS;EACH END of 2- NOTE: ALL VAPOR BARRIERS(KRAFT OR POLY) TO BE INSTALLED ON THE TOP 09 SOLE PLATE TO STUN, END NAIL j \ j BUILDING a AT 20' THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM WINTER WARM SIDE. STUD TO SOLE PLATE,TOE NAIL 3-80, 2- 1 6D --- INTERVALS' PRAWN BY: STANDARDS OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, DOUBLE STUDS, FACE NAIL 100 24" O.G. j PROVIDEADOITIONAL ALL MATTERS SPECIFICALLY INDICATED. G THESE DRAWINGS ARE FOR A SINLE CONTRACTOR WILL POST THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. DOUBLE TOP PLATES, FACE NAIL 1 OD 2 4." O,C, BRACING A5 PER TRU55 JGS MANUFAcruRER'S TRUSS RESIDENSE. MISCELLANEOUS SOLE PLATE TO JOIST 09 BLOCKING AT BRACED WALL PANELS 3- 1 6D 1 6" O.G. CERTIFICATIONS. 1 - EXHAUST ALL FANS/VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR DOUBLE TOP PLATES, MINIMUM 48" OFFSET OF END JOINTS, 6- 1 6D --- MAXIMUM 1 s' MAXIMUM 1 5' MAXIMUM 1 S' LAP ALL BRACES MINIMUM THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR EXCHANGES PER HOUR. MINIMUM CAPACITY IS 50 CFM. I FACE NAIL IN LAPPED AREA 24 REVISIONS/VATS: CONSTRUCTION METHODS OR TEGHNIOUES,OR PROCEDURES, OR FOR THE SAFTY 2- I.G. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS. I BLOCKING BETWEEN JOISTS 09 RAFTERS TO TOP PLATE, TOE 5-SD --- TRUSS # BRACING DETAIL PRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY 3- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. NAIL OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT INTERCONNECTED FOR SIMULTANTEOUS OPERATION AND HAVE BATTERY RIM JOIST TO TOP PLATE,TOE NAIL 50 6" O.G. THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTS. BACKUP. MINIMUM LOCATIONS: TOP PLATES,LAPS AT CORNER'S AND INTERSECTIONS, FACT: 2- 10P --- HANDRAIL/GUARDRAIL A- ONE ON EVERY LEVEL NAIL 1 - PROVIDE A 3'X3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION B- ONE IN EVERY BEDROOM I BUILT-UP HEADER,TWO PIECES WITH Y2" SPACER 160 1 6" ALONG EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS 15 LOCATED ON PLANS/DOCUMENTS,HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE G- ONE WITHIN EVERY 10'OF A BEDROOM DOOR IN HALLWAY EACH EDGE THE EXTERIOR SIDE OF A DOOR,OTHER THAN THE REQUIRED EXIT DOOR,A DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE WHEN REPAIRS REQUIRING A PERMIT OCCUM,THE INDIVIDUAL DWELLING UNIT CONTINUED HEADER, TWO PIECES 16V 1 6"ALONG LANDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. CONTRACTOR FAILS TO DO 50, HE SHALL BEAR ALL COSTS ASSOCIATED WITH SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR EACH EDGE 2- STAIR REQUIREMENTS: PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INERCONNECTE AND CEILING JOISTS TO PLATE. TOE NAIL 5-6D --- a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT. CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE HARD WIRED. I CONTINUOUS HEADER TO STUD, TOE NAIL 4-6D --- b. ALL STAIRWAYS MINIMUM 36" IN WIDTH. 0E5I6NER IN WRITING,AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE 4- PROVIDE INTERCONNECTED G.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, CEILING JOIST, LAPS OVER PARTITIONS. FADE NAIL 5- 100 --- G. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING,OR ALLOW REASONABLE THE G.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. CEILING JOIST TO PARALLEL RAFTF-MB. FACE NAIL 3- 100 --- d. MINIMUM HEADROOM CLEARANCE OF 6-6"FOR ALL STAIRWAYS. TIME TO SUGGEST REPAIRS,OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE AN INTERCONNECTED G.O. DETECTOR SHALL ALSO BE PLACE IN EACH BEDROOM RAFTER TO PLATE.TOE NAIL 2- 16V 3- HANDRAIL REQUIREMENTS: MUST CONFORM TO R3 1 1.5.6. DESIGNERS SUGGESTED METHODS,THEN THE CONTRACTOR SHALL BEAR ALL COSTS WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL-FIRED APPLIANCES 1 " BRACE TO EACH STUD ANO PLATE. FACE NAIL 2-6D --- a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 00 ASSOCIATED WITH SUCH DEFECT. AND EQUIPMENT,SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES 1 "x6" SHEATHING TO EACH BEARING. FACE NAIL. 2-6D b. RE01URED ON ONE SIDE. AN CHIMNEYS OCCUM,THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH 1 "x6" SHEATHIN(S TO EACH BEARING. FADE NAIL 2-6D --- G. MUST BE BETWEEN 34" AND 36" IN HEIGHT. THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW BUILDINGS. WIDER THAN 1"x6" SHEATHING TO EACH BEARING. FACE NAIL 3-8D --- d. MUST TERMINATE AT WALLS OR NEWEL POST. O THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE 5- CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC, BUILT-UP CORNER STUDS 1 OD 24" O.G. e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER. VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN INCLUDING A MANUAL S AND MANUALJI WITH AND EVR OR HVR FOR FRESH AIR INTAKE BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 1 OD NAIL EACH LAYER f. HANDRAIL TO HAVE CIRCULAR GROSS SECTION WITH GRIP SIZE 1 Y4"-2" COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL GORES AND ORDINANCES. ON NEW CONSTRUCTION AND ADDITIONS. MAKE UP AIR MUST BE PROVIDED FOR A5 FLLOwS: 52" 4- GUARDRAIL REQUIREMENTS: RANGE HOODS OVER 400CFM. o.c.AT TOP AND ' ra N VERIFY ALL DIMENSIONS PRIOR TO ERECTION. BOTTOM a. REQUIRED ON STAIRS,LANDINGS,PORCHES, DECKS,OR RAISED FLOOR C 6- ALL WINDOWS TO HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM W �O STAGGERED. �� OPENING MORE THAN 4" WHEN WINDOW SILL 15 LF-55 THAN 24" ABOVE FINISHED NAILS AT ENDS SURFACES MORE THAN 30 ABOVE OR BELOW GRADE. C E er FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL FLOOR OR '12" ABOVE THE OUTSIDE GRADE. AND AT EACH b. MINIMUM HEIGHT 15 36",AT STAIRS 34". ' CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING STRUGTUAL CONDITIONS 4 '1- ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE SPLICE' G. LP-59 THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. O. p a DIMENSIONS PRIOR TO ORDERING MATERIAL 4 BEGINNING CONSTRUCTION. FOLLOWING GUIDE LINES: 2" PLANKS 2- 1617 AT EACH d. LESS THAN 6" OPENING ON STAIRS WHERE RISER,TREAD,AND 1• A- CLEAR OPENING OF 5.1 SQUARE FEET ABOVE OR BELOW GRADE BEARING BOTTOM RAIL MEET. fJ > ' B- GLEAM OPENING OF 5.0 SQUARE FEET AT GRADE ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS: Q TO THE BEST OF OUR KNOWLEDGE, BELIEF, 4 PROFESSIONAL JUDGEMENT,SUCH TOE NAIL 4- 16V --- G- MINIMUM HEIGHT OF 24" � iL Ln PLANS 4 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL D- MINIMUM WIDTH OF 20" FACE NAIlm 5- 160 --- RESIDENTIAL CODE, 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONALW.Ap-rem TiE� Tn Fz Ar-.r.rzs Ar- 3-60 1 --- E- REQUIRED IN BASEMENTS WITH HEADROOM GREATER THAN 6-4 . NO00 STRUCTURAL PANALS SUBFLOOR, FOOR AND WALL SHEATHING TO FRAMING, ENERGY CONSERVATION GORE, d SUPPLIMENT5 OF NEW YORK STATE. 6- SAFTY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT: AND PARTICLEBOARD WALL SHEATHING A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET I 5/1 6"-1 /2" 6D-SUBLOO9, WALL 6 12f B- BOTTOM EDGE LESS THAN 15" ABOVE FLOOR SD-ROOF FOUNDATIONS G- ONE OR MORE WALKING SURFACES 15 WITHIN 36" HORIZONTALLY OF THE GLAZING 1 9/52"- 1 " 60 6 1 2f ' D- TOP EDGE GREATER THAN 36" ABOVE FLOOR I 1 - FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED 501E A MINIMUM OF 48 BELOW 1 1/S - 1 /4 100 6 12 GRADE. ASSUMED SOIL BEARING LOAD IS 2000 P5F. (GROUP 1 SOILS - E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD I 0 DC 5W, SP, SM, 5C,,GM,5M,GG) 9- PROVIDE A 30"x22" ATTIC,ACC-555 IN A HALLWAY OR A READILY ACCESSIBLE _ Q AREA, NOT IN A STANDARD CLOSET. MUST HAVE MATCHING INSULATION AND GASKETED. 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 `1 JU JC HORIZONTAL. 10- PROVIDE AN 18"x24" CRAWL SPACE ACCE5S. DESCRIPTION OF BUILDIN16 DESCRIPTION OF SPACING OF FASTENERS %9 3: AflflRE55: 3- BACKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR 28 DAYS,OR 1 1 - PROVIDE 5/6" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, MATERIALS FASTENER b,c,d EDGES(INCHESk INTERMEDIATE SUPPOR-S BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED. BEAM,AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. b,d(INCHES) itD 1 �r LOT 6 RIPGE)NOOP 4- MAXIMUM UNBALANCED BACKFILL HEIGHT- 1'WITH 6'POUR 4 5'WITH A W POUR. PROVIDE A" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL Y2 GYPSUM BOARD, g 1 Y2 GALVANIZED 4 6 b ESTATES COMMON TO HOUSE AND GARAGE. ROOFING NAIL, 60 tJ ' -1 , CONCRETE 12- PROVIDE % HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC, CLOSER COMMON NAIL; 1 Y4 �.+ I I OUEENSBURY 1 - CONCRETE STRENGTH TO BE A5 FOLLOWS: BETWEEN HOUSE AND GARAGE. SCREWS, TYPE W OR S NEW YORK GARAGE SLABS AND PORCHES,STEPS,AND WALKS: 3500 PSI 15- INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR 5/5 GYPSUM BOARD, g 1 % GALVANIZED 4 8 RISER SHALL. BE A MAXIMUM 8 1/4" VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSI' FLUE/CHIMNEY ACCORDING TO MANUFACTURERS SPECIFCATIONS. ROOFIG NAIL; 6D MINIMUM TREAD DEPTH SHALL BE 9" PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME. 14- MAINTAIN A MINIMUM OF 6" DISTANCE BETWEEN SIDING AND FINISHED GRADE. COMMON NAIL;1 5/8 WITH MINIMUM NOSING OF 5/4" AND A 1 5- ALL DRAINS VENTS,AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING SCREWS.TYPE W 09 5 SLUMP TO BE NO MORE THAN 4 NOR LESS THAN 2 . � MAXIMUM NOSING OF 1 1/4". CRITERIA: 5 PSI OF AIR OR 1 O'OF HEAD PRESSURE FOR A PERIOD OF 15 WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING CONGMETE REINFORCING STEEL MINUTES 4 WATER SUPPLY SHALL BE TESTED ® A MIN. OF 50 PSI AIR OR WORKING E/4" AND LESS SL7 COMMON NAIL 6 12 N 1 - REBAR SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC MESH PRESSURE FOR A MINIMUM OF 15 MINUTES. 1/$"- 1 " e)P COMMON NAIL 6 12 SHALL CONFORM TO A.S.T.M. A 155. 16- HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE 1 1 /6"- 1 A'° 100 COMMON NAIL 6 12 2- Y2" DIAMETER x 10" ANCHOR BOLTS 0 4'O.G. GORE REQUIREMENTS. X 3- NO. 5 BARS VERTICALLY a W O.G. AND 1-NO. 4 BAR WITHIN 12" OF THE TOP 1 1- COMBUSTION AIR REQUIREMENTS: IF THERE IS NO COMBUSTION AIR SUPPLIED K , OF THE WALL AND 1-NO. 4 BAR LOCATED 3-4" FROM THE BOTTOM OF THE WALL TO CCAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS a- ALL NAILS ARE SMOOTH-COMMON, BOX EXCEPT WHERE OTHERWISE STATED. z 01 PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION. NAILS USED FOR FRAMING AND 5HEATHING CONNECTIONS SHALL HAVE A '� OL W, � W CONCRETE FOUNDATION WALL MINIMUM AVERAGE BENDING YIELD STRENGTHS A5 FOLLOWS: 50 KSI FOR \ W Il! 4 a �(� 1 - DAMPPROOFING: ASPHALT/TAR TYPE COATING 1 6- GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR SHANK DIAMETER OF 0.1 92"(200 COMMON NAIL), clOK51 FOR SHANK DIAMETERS '� J WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. LARGER THAN 0.142" BUT NOT LARGER THAN 0.1 11",AND 100 K51 FOR SHANK ® Q ®.® %b 0 < DIAMETERS OF 0. 142" OR LESS. r— 5/4"x&" DECKING = r 1 9- ICE 4 WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMUM b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE / '� q-0 V 0 PERIMETER DRAINS 2x6 JOISTS ® 1 6 O.C. W OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED SPANS ARE 45"OR GREATER. _. 1._._L a W 0 w 1 - 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC, TO DAYLIGHT,DRYWELL, _ ,/ 0 t J HORIZONTALLY. G- 4x6 OR 4x9 SHALL BE APPLIED VERTIGALY. „� (� _ SEWER OR SUMP PUMP AS SOIL CONDITIONS AND SITE DICTATE. d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON I I U- ..®. X 20- FIREBLOGKING SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS TABLE R602.3 (1). EXTERIOR GRADE (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN e- FOR REGIONS HAVING BASIC WIND SPEED OF 1 10 MPH OR GREATER, 6D I -� 4x4 POST qI3lu lu 1 - GRADE SHALL DROP 6" IN FIRST 1 O'RUN FROM ALL SIDES OF HOUSE STORIES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOGKING SHALL DEFORMED NAILS SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL o 4x4 POST ANCH09 u1 v Z ROOF SHEATHING TO FRAMING WITHIN MINIMUM 46" DISTANCE FROM GABLE END to 11_1 t--< WOOD/FRAMING BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. WALLS,IF MEAN ROOF HEIGHT 15 MORE THAN 25', UP TO 35'MAXIMUM. _ GRADE m to LUMBER GRADES 15 AS I'OLLOW5: A- IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED f- FOR REGIONS HAYING A BASIC, WIND SPEED OF 100 MPH OR LESS,NAILS FOR - SPACES, AT THE CEILING AND FLOOR SPACES. CONCEALLED HORIZONTAL ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL d0 2x6 NAILER LAGGED TO HOUSE Z w I 1 - PERLINS, BEAMS,AND STRINGERS.........#2 SPF OR BETTER FRAMING SHALL BE SPACED 6"ON CENTER. WHEN BA51G WIND SPEED 15 tt RIM JOIST 4 HANGERS 0 16" O.G. Vr FURRED SPACE5 SHALL ALSO BE FIREBLOCKED INTERVALS NOT EXCEEDING 10'. — 2- JOISTS AND RAFTERS..............................#2 SPF OR BETTERBATTS OR BLANKETS OF MINERAL OF CLASS FIBER SHALL BE ALLOWED A5 GREATER THAN 100 MPH NAILS FOR ATTACHING G PANEL ROOF SHEATHING, TO a" DIA. CONCRETE FILLED � w r � INTERMEDIATE SUPPORT✓ SHALL SE SPACED 6" O.G. FOR MINIMUM 46" WQ 3- STUDS........................................................#2 SPF OR BETTER FIREBLOCKING G IN WALLS CONSTRUCTED U51NPARALLEL ROWS OF STUDS OR DISTANCE FROM RIDGE S,EAVES,AND GABLEEND WALLS; ANS 4" ON CENTER TO `� — CONSTRUCTION TUBE10 K 4- BLOCKING AND BRIDGING......................#2 SPF OR BETTER STAGGERED STUDS. GABLE END WALL FRAMING. 5- PLATES,SILLS CONTACTING CONCRETE......PRESSURE TREATED SPF B- AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL g- GYPSUM SHEATHING SHALL CONFORM TO ASTM AND SHALL INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEAT HING SHALL CONFORM TO O PA UNDER STAIRS SHA h SUPPORTEDSPACINGv BYFRAMING MEMBERSAND AT ALL FLOOR PERIMETERS ONLY. ,,FLOOR SHEATHINS, PANEL EV655 APPLIES TO PANEL WSPISS �`) OR BETTER SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILIN65. ASTM G 206. 6- POSTS AND BEAMS.................................#2 SPF OR BETTER G- IN CONCEALLED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENGL SED SPACES DE 5 LL COMPLY WITH SECTION 1- 2x6 TBG DECKING.....................................DECKING GRADE SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO 6- ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT R3 14.6. r " D- AT OPENING AROUND VENTS PIPES AND DUCTS AT CEILING AND FLOOR LEVEL PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES +' T EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP O RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION R 100 1. 16. PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT PLATES AT OUTSIDE WALLS WITH SIMPSON H 1 OR H2.5 TIES. F- FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER 9- ALL BOLTHEADS BEARING ON WOOD,TO BE PROVIDED WITH STANDARD GUT LINE OF DWELLING UNIT SEPARATION. SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 14 WASHERS. 2 1 - ELECTRICAL- ; 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x 10 UNLF-55 CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL REQUIREMENTS - - OTHERWISE NOTED. A5 SET FORTH IN THE 2015 INTERNATIONAL BUILDING GORE AND STATE SUPPLEMENTS. �V!i 22- PROVIDE A MINIMUM OF 15% ENERGY SAVING LIGHT BULBS. 1 1 - ALL INTERIOR WALLS TO BE 2X4 a 16" O.G. UNLESS OTHERWISE NOTED. 23- R-3 PIPE INSULATION 15 REQUIRED ON ALL HOT WATER LINES 3/4" DIA. AND LARGER. ' 12- PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS,POST LOADS IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. 15- HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS AT TUB,SHOWER,AND TOILET. ALLOWABLE DEFLECTION OF STRUCTURAL. MEMBERS 14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND STRUCTURAL MEMBER ALLOWABLE DEFLECTION BATHTUBS. RAFTERS HAVING SLOPES GREATER THAN 3: 1 2 WITH L/ 1 80 BLOCKING: 16" O.G. ON BEARING WALL NO FINISHED CEILING ATTACHED TO RAFTERS TO THE BEST OF OUR KNOWLEDGE,BELIEF,t PROFESSIONAL JUDGEMENT,SUCH PLANS d 32" C.G. ON NON-BEARING WALLS INTERIOR WALL AND PARTITIONS H/150 SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 15- NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS: FLOORS AND PLASTERED CEILINGS L/3 60 /NTERNRT/ONrVL RE8/DBNT/AL GODL?2016 rt"; /NTL°RNAT/ONALENER6YGONSERYAT/ON COVE d 2016 A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1/6 OF THE ALL OTHER STRUCTURAL MEMBERS L/2 40 SUPPLIMENTS OF NEW YORK STATE(REV.AUGUST 2016). # DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN 1/3 OF THE EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH 11/560 CLIMATIC CRITERIA-TABLE 1 . / DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 l COPYRIGHT 0201?BYWILLIAMS&AILLIAMSDESIGNERS. MIDDLE 1/3 OF THE SPAN. EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 ALL RIGHTS RESERVED,ALL WILLIAMSA WILLIAMS SEAL: DESIGB- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE NITER STAERS'TES COPYRIGHT BEEN REGISTERED WITH THE MINIMUM UNIFORMLY OVERFRAMING (PIGGY BACK) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE: WINTER IGF- SHIELD FLOOD Alfa MEAN UNITED INSTRUMENT FSERVICEAND MAY ICE,THISDRABE ALTERED. 05/ 16/ 11 DEPTH OF THE MEMBER. D15T•RIBUTED LIVE LOAD (P5F) SPAN TABLES SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BOURNE DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL REPRODUCED, ,COPIED SERVICEAND CONSTRUCTION G- THE DIAMETER OF THE HOLES BORED OR GUT INTO MEMBER SHALL # CATEGORY WEATHERING FR097 TERMITE HAZARD REPRODUCED,COPIED,OR USED FOR CONSTRUCTION USE LIVE LOAD HORIZONTAL SPAN SIZE/SPACING LOAD ( ) (MPH) EFFECTS WIND REGION DEBRIS ZONE AEPTH(IN) TEMP REQUIRED INDEX TEMP WITHOUT THE WRITTEN PERMISSION FROM WILLIAMSt NOT EXCEED 1/3 THE DEPTH OF THE MEMBER. ie WILLIAMS DESIGNERS.UNAUTHORIZED ALTERATIONS OR D- HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF I ATTICS WITHOUT STORAGE 10 UP TO 9;0 2x6 a 161,, O.G. �+ ADDITIONS TO THIS DRAWING 15 A VIOLATION OF THE NEW �EXTERIORBALCONIES 60 '�- 1 11 -5 2x5 16 O.G. SI.IC�W1" INSIDE YORK STATE EDUCATION LAW,ARTICLE 146 SECTION THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. EXTERICUARPOR ANIS HANDRAILS 200 � 1 1'-6" - '1 3'- 1 1 " 2x 1 O t1 1 6" O.G. 1 iSEVERE ��NINE �- '� EXTERIORNO 2000 1 '7204.DO NOT SCALE THESE DRAWINGS.THEY MAY NOT E- WHERE THE MEMBER 15 ALSO NOTCHED,THE HOLE SHALL NOT BE BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. (PASSENGER VEHICLE GARAGES s0 ( 1 •4''-C" - 1 V-0" 2x 12 0 161, O.G. YiALLS OWNER AND CONTRACTOR SHALL CONSULT ALL CLOSER THAN 2" TO THE NOTCH. I ROOMS OTHER THAN SLEEPING 40 APPLICABLE BUILDING C00E5 TO ENSURE THAT PLANS 16- DOUBLE JACKS STUDS AT EACH SIDE OF OPENING GREATER THAN 6'. - - AND DETAILS CONFORM TO ALL REQUIREMENTS.THEY SLEEPING ROOMS 30 SHALL VERIFY ALL DIMENSIONS BEPOKE PROCEEDING STAIRS 40 WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS W 1LLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED.WILLIAMS t WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.