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2005-710 (zt 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. P20050710 Date Issued: Wednesday, May 30, 2007 This is to certify that work requested to be done as shown by Permit Number P20050710 has been completed. Tax Map Number. 523400-289-020-0001-006-000-0000 Location: 79 HAVILAND Rd Owner. CARMELA & NATALE GRILLO Applicant: CARMELA & NATALE GRILLO 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 ( property owner of the responsibility for compliance with Site Plan, p � 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 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050710 Application Number: A20050710 Tax Map No: 523400-289-020-0001-006-000-0000 Permission is hereby granted to: C'ARMF,I,A &NATAT,F, CTRIT,LO For property located at: 79 HAVILAND Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CARMELA&NATALE GRILLO 79 H"ILAND Rd Porch $18 000.00 Total Value $18,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name /Address Electrical Inspection Agency NELSON GREGG 73 PITCHER ROAD OI TEENSBI TRY_ NY Plans&Specifications A2005-710 336 SQ FT PORCH $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, September 12, 2006 (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 thV444wn of Qtns ury; 0 ay, September 12, 2005 SIGNED BY /' IV for the Town of Queensbury. NQ Director of Building&Code Enforcement WINDOW SCHEDULE Job Site/Address: _ 1c' � Date: owner: C- t Appiicatio No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cie Opening Opening or Instructions Letter on Name Numbe g Height Ibie Vent ar Width In Height Plan Cali Width Light Opening Inches In Inches Size ILl o /'tlrl d-e ' ' C hA 3 1/ 1. .s'' V. Y 1 Example Entry A Andersen Narroline 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 2415135" Tempered Double 1/3" 11116 Glazing Hun C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc Job Site Address: v i 1a J 2�105 Date:. — rr Owner: mil ✓ Application No. File No. Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Require is z M Habitable Area of Req. Light Actual Req.Vent .ACtual Sq.Ft. Remazlcs Room Room 8.of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet q qO I I I I III I I I L:\Sueliemingway\Building.Permit,FORMS\Nat.Light.Ventil.Calculation.Sheet.doc Job:17138 Mark: R1 Quantity: 6 Type: SC12 Span: 240000 P1-H1: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 # J#17138 NELSON C-Q BOB D QUEENSBURY BRANCH JOINT LOCATION ALL PLATES CZNTERED CHI SIZE LUMBER LATERAL BRACING: MAXIMUM REACTIONS: NOTES: JT X-IOC JT X-LOC ON JOINTS EXCEPT: TOP 0.97 2.4 SP-SS TOP CHORD - CONTINUOUS JT REACT ACT WID AEQ RID 1. TRUSSES MANUFACTURED BY - A 2- 0- 0 C 12- 0-10 JT PLATE SIZE X Y BTM 0.88 2z 4 SP-SS BTM CHORD - CONTINUOUS LBS IN-SX IN-SX SARATOGA LUMBER TRADERS G 5- 7-10 E 5- 7-10 A 4.00 12.D0 1.11 2.70 NBS 0.91 2z 4 SPF-#2 lz4 CONTINUOUS LATERAL.BRACING A 2230 5- 8 2-10 2. EMPIRICAL ANALOG IS USED. B 0 D 0 o 3.00x 6.00 4.10 1- So ATTACHED WITH (2) 8d NAILS ha c -95 3. WIND LOADS -ANSI/ASCE 7-98 H 5- 7-10 F -5- 7-10 B S.00X 6.00 2.75 'CNTR REPETITIVE MEMBER INCRZASBS EACH MEMBER WHERE INDICATED C 2218 5- 8 2-10 TRUSS IS DESIGNED AS A H 3.00x 6.00 4.10 1.50 FB 15.01 FT 0.0% FC 0.0% BY QW. MAIN WIND-FORCE RES SYSTEM C 4.00,12:00 9.66 2.70 UPLIFT FOUND AT BEARINGS FOR EXTERIOR ZONE LOCATION D 6.00x12 6.00 3.21 ERG UPLIFT ERG UPLIFT WIND SPEED- 90 MPH LB S LIES MEAN ROOF BRIGHT - 25' A 198 C 197 EXPOSURE CATEGORY - C OCCUPANCY FACTOR- 1.00 DL+LL DEFL c 0.92" IN G-B ZNCLOSZD BUILDING. LL DEFL c 0.60" <BRG-SPAN/360 TC DZAD LOAD c 6.0 P8F DL+LL SORE c 0.52" AT C BC DEAD LOAD 6.0 PSP SPAN/DEFL (DL+LL) . 313 4. ROOF SNOW LOAD PER ASCE 7-98 GROUND SNOW LOAD c 70.0 Per RAIN LOAD NOT REQ'D IMPORTANCE FACTOR: 1.00 THZRMAL FACTOR: 1.00 EXPOSURE FACTOR: 0.90 (BAL,UNBAL LD FACc0.63,1.67) S. UNBALANCED LOADS CHECKED (UNBLN LD FAC c 1.67, 0.00). S. BUILDING DESIGNER IS RESPONSIBLE FOR ADEQUATE DESIGN OF TRUSS TO ERG PLATE CONNECTION WHICH ALLOWS 0.52 INCHES OF SORE. MOVEMENT AT JOINT C 7. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS, HO 4-1 5x611 SO 4-1 HH 4 B HIS 4 5 3x 3x6� 5-8-13 TC G H TC 5-4-1 2- -1aa D LLTruss Design Engineer:Thomas A AlbaLli 20G-RHS-6xl2 - Adddremss#P.O7Box 180055,Tampa,FL 33682 1 4x12 IF x4 C Qx12 A � 2x4 11 2x4 I I � Me y 2.5 � c �A. l� OW:508 W:50eg F► s TC '' 12-0-0 24-0-0 Bul 1 - - - 4- - 24-0-0 ra EXCEPT AS SHOWN ALL PLATES ARE LCCX20 'y REVIEWED BY: Robbins Engineering, Inc. REFER TO ROBBINS ENG. GENERAL Date Sealed:8/15/2005 PO Box 200055 NOTES AND SYMBOLS SWEET FOR Scala: 1/4^ci' Tampa, FL 33682 ADDITIONAL SPECIFICATIONS. Robbins Engineering, Ina./Online Plus- APPROX. TRUSS WEIGHT: 129.4 LES ROBBINS LOCK conector plates(20 ga plv.steel-ASTM A653 SS Graff 40)shall be Robbins Erg.Co beats no responblity for tic nactionof nurses,field bracing or applied on both faces of miss at eachjoim:Careern de plane unless shown otherwise by pernam ug.truss brac Refer to R B-91 as published by the Truss Plate hsnhae,583 Loadease Nl Designer: LUCAS AHL circles(0)or dimension.Unless otherwise indicated by a"v",all slots in plates run D'On frio Drive,Suite 200,Madison Wiscomin 53719.Perron erecting musses are TC Live 44.1 psf Checker: NONE ASSIGNED parallel with the chords or horimraally in tic peak and/or heel.No loose)mots or wanes cautioned to seek professional advice concerning proper erection bracing to prevent TC Dead 10 of Reviewer: in plate ceraact area.Splice only where shown Overall spun as sume 4"bearings at each topplvg and"domimh g".Care should be taken to pmvena damage timing fabrication, p end,unless irdi0ned adetwise.Cuttig and fabrication shall be performed on equipment stomp,shipping and erection.Top and bottom chords shall be adequately braced in tie BC Live 10 pef Designed: which produces snag fitting joins and plates.Ilia design was prepared in accordance absence of sheath g or rigid ceiling,respectively.it is the responsibility of oden in SIC Dead 10 p8f Rev NO: wide"National Design Specification for Suess-Grade Inaba and its Famnitgs" ascertain[that the design loads utilised on thus dewing meet or exceed the actual dead Total 74.1 of R4ry Date (AFPA),"Design Specification for Light Metal Plate Connected Wood Trusses"(TPq, bads imposed by the structure and the live loads imposed by the local building code or p and HUD Design Criteria for Tossed RaRen. historical climate records. Lumber SI 1.15 Run Date: 08/13/05 Plate SI 1.15 Version: 17.8.015 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Spacing 24.0 in. Drawing: IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAB.TO REVIEW THIS DRAWING,&& �. VERIFY THAT DATA INCLUDING DIM&&LOADS CONFORM TO ARCH.PLAN/SPECS&&FAB.TRUSS LAYOUTS. Robbins Engineering,Inc./Online Plus-0 1996-2005 Version 17.8.015 Engineering ReNew Drawing 8/1=006 7:50:20 AM Page 1 _ TO 5 OR 1419 41ly Job:L7136 Mark: R2 Quantity: 2 Type: TR Span: 240000 PI-Hl: 5 Left OH: 1- 0- 0 P Right OH: 1- 0- 0 P Page 1 NELSON C-Q BOB D QUEENSBURY BRANCH ALL PLATES CENTERED CSI SIZE LUMBER LATERAL BRACING: MAXIMUM REACTIONS: NOTES: ON JOINTS EXCEPT: TOP 0.38 2x 4 SPF-#2 TOP CHORD - CONTINUOUS JT REACT ACT WID REQ WID 1. TRUSSES MANUFACTURED BY - JT PLATE SIZE X Y BTM 0.29 2x 4 SPF-#2 BTM CHORD - CONTINUOUS LBS IN-Sx IN-Sx - SARATOGA LUMBER TRADERS A 3.00x 4.00 5.90 3.12 WBS 0.13 2x 4 SPF-#2 * 492 N/A N/A 2. EMPIRICAL ANALOG IS USED. B 4.00x 4.00 CNTR 2.20 *CONTINUOUS BETWEEN A -C 3. WIND LOADS - ANSI/ASCE 7-98 C 3.00x 4.00 5.90 3.12 REPETITIVE MEMBER INCREASES: TRUSS IS DESIGNED AS A L 5.00x 5.00 CNTR 3.00 FB 15.0% FT 0.0$ FC 0.o% UPLIFT FOUND AT BEARINGS MAIN WIND-FORCE RES SYSTEM BRG. UPLIFT BRG UPLIFT FOR EXTERIOR ZONE LOCATION LBS LBS WIND SPEED - 90 MPH A -C Be MEAN ROOF HEIGHT - 25' EXPOSURE CATEGORY - C DL+LL DEFL as 0.0411 IN A-D OCCUPANCY FACTOR - 1.00 LL DEFL so 0.01" < BRG-SPAN/360 ENCLOSED BUILDING. SPAN/DEFL (DL+LL) an 999 TC DEAD LOAD - 6.0 PSF BC DEAD LOAD as 6.0 PSF 4. ROOF SHOW LOAD PER ASCE 7-90 GROUND SNOW LOAD an 70.0 PSF RAIN LOAD NOT REQ'D IMPORTANCE FACTOR: 1.00 THERMAL FACTOR: 1.00 EXPOSURE FACTOR: 0.90 (BAL,UNBAL LD FAC-0.63,1.67) 5. UNBALANCED LOADS CHECKED HO 4-1 4x4 No 4-1 (UNBLMT LD FAC an 1.67, 0.00). r_ HH 4 2x4i1 B 2x4' HH 4 J M 5 2x411 2x4� � H O 2x4i' 2x4 5-8-13 F S Q 2x411TC TC 2x4 5-4-1 D GS3 S S S S 3x4- A S S F NE'�,y 2x411 2x411 2x4!1 2x4 I] 5x5- 2x4' 2x4" 2x4 1' 2x4" 7 00 0 U W o12.-0-0-� 24-' 24-0-0 0-0 _. - -- -.. 24-0-0 _... _ l'' ��d Q S,985 ALL PLATES ARE LOCK20 'OR �fi=SStpr1. REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR - ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 148.8 LBS Scale: 0.25011 ve 1' ROBBINS LOCK connector plat"(20 p,S.N.steel.ASTM A653 SS Grade 40)shall be Robbins E.M.Co.bean no responsiblity for the erection of trusses,field bracing or applied on both he"of truss at each Joint.Center the plat"unless shown otherwise by permanent truss bracing.Refer to HIB-91 as published by the Truss Plate Institute,593 D' LOadcase #1 Designer: LUCAS AHL • '•�; circles(o)or dimensions.Unless otherwise Indicated by a"v",all slots in plain run Onofrio Drive,Suite 200,Madison,Wisconsin 53719.Persons erecting Iru an are TC Live 44.1 psf Checker: NONE ASSIGNED parallel with the chords or horizontally at the peak and/or heel.No loose knots or wsnn cautioned to seek professional advice concerning proper erection bracing to prevent In late contact sm.Splice only where shown.Overalls spans assume 4"bearings at each to lira and"domin0a Care should be taken to t damage during fabrication, TC Dead 10 psf Reviover: . �..e., P P Y P B pp B B��• proven g g '0 end,unless Indicated otherwise.Cutting and fabrication shill be performed on equipment storage,shipping and erecllan.Top and bottom chords shall be adequately braced In the $C Live 10 psf Designed: which produces snag fining joints and plat".This design was prepared in aecordanee absence of sheathing or rigid ceiling,respectively.It is the responsibility of others to BC Dead 10 psf Rev No: with"National Design Specifications for Stress-Grade Lumber and Its Fastenings" ascertain that the design loads utilized on this drawing meet or exceed the actual dead 1111,"Design Specifications for Light Metal Plate Connected Wood Trusses"(TPI), loads imposed by the structure and the live loads Imposed by the local building code or Total 74.1 psf Rev Date: Saratoga Lumber Traders a ad HUD Design Criteria to,Trussed Rafters. historicalclimaterecords. Lumber SI 1.15 Run Date: OB/lU/OS Plate SI 1.15 Version: 17.7.009 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Diavin IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FAR,TO REVIEW THIS DRAWING,& P g g: VFRIFV THAT-A INfr 11rlINr: %m A i nAnc-NunRM Tn AR-PLAN/CPFr%R FAR TR11CC I.A Vrl11TC Robbins Engineering,Inc./Online Plus'*1996-2005 Version 17.7.009 Engineering Review Drawing 8/10/2005 8:16:16 AM Pagel Building&Codes Office-Department of Community Development- Permit No. Town of;Queensbur 742 Bay Road, Queensbury,NY 12804 Fee Paid codes@aueensbury net , Dave Hatin, Director Phone: (518)761-8256 FAX: (518)745-4437 Accessory Structure BUH-di6djPermit Application Armlication & Plans subiect to review before issuance of QV alid permit for construction Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck, etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No, 3 Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit, All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder �� Owner: C �C,�CAGI Gyl JIB Address: �. Address: Home Phone: ( Home Phone: Email Address: Email Address: Cell Phone: L'�/— Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: f Address: ✓ Phone i Location of proposed construction: Lot No. 2Z Legal Address: ? ,4 (6 R j Tax Map Number: Subdivision Name: - -- — aM�� -pEstimated Cost of Cons $ 0 Does an accessory structure current) exist on the ? V y e property? _Yes / _ No If YES, list all existing accessory structures: Proposed Construction 1 s'floor 2nd floor Total Proposed Height sq.ft. sq.ft. Sq.f ft.&in. Open Porch Covered or Enclosed Porch (considered floor area&must comply to FAR(Floor Area Ratio) requirements if the structure is located in the Waterfront Residential zone. 3-season porch is considered an enclosed porch. Deck Boathouse Boathouse with sundeck DOCK Shed Pole Barn Detached Garage 1, 2, 3 car Other Accessory Structure: p" . Applications are subject to Zoning Administrator, Code Compliance,; and Struct)rvg al Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. 57-P 0 1 Zli0 Declaration: Please sign below after you have carefully read the statement: 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 I w construction. The application of dated is hereby approved and permission granted for the construction, reconstruction or alter - n o buildinggid or accessory structure as set forth above. Date: Authorized Signature: 1 t on H:\Barb's Work\FORMS-WEBSITE\Origina uiiding.Permit.FORMS\Accessory Structure er it Application.doc V:12/28/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.......... ........Cert. N2 90545 Cut-in Card No.............................. Owner................... ................. ............... ..... ..................................................................4-�i............I................ Location................................. ........................ ................ Installation Consisting of.......... .......... ............... ................. ...................... Aabl ..................... .......................................................................................................................................................... ....................................................................... InstalledBy...... ................................................................................Lic,No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of 3ma�ki i spections at any time, and if its rules are violated,the Company shall have the right to rev,*c hi ce ficate Date..../z (. ........... INSPECTOR NSPECTOR.................... ...................... .............. . ..................... Me Member N.R�P.A.,I.A.E.J. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart:4�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G-V\�Lo PERMIT #: 3-Dos-7/V LOCATION: INSPECT ON: TYPE OF STRUCTURE: �1 I� Y N N/A Jl Rough Plumbing/ Nail Plates / Plumbing Vent / Vents in Place 1 1/2 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 5 .S.I for 15 minutes sulation / Residential Check/ Commercial Check ; Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ L-7 A Queensbury Building & Code Enforcement Arrive: am/pm Depart: N am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - -- NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 f, Air / Head 50 P S.I for 15 minutes nsulation Residential Check/ Commercial Check Proper Vent Attic Vent '} Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape C , COMMENTS: AA LAPam Whiting\Building&CodesUnspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:--) am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:p NAME: ��� PERMIT#: _ LOCATION: INSPECT ON: TYPE OF STRUC Y N N/A Framing � %" COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s w) 16 gauge 8) 16D nails each side - Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center lee and water shield 24 inches from wall Fire separation 1, 2, 3 hour r � � Fire wall 2, 3,4 hour ti Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/Z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms _ ;A , 24 in. (H) 20 in. (W) 5.7 sf above/below grade !" 5.0 sf grade '` Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date l,ispection request received: Queensbury Building&Code Enforcement Arrivr: am/pm Depart: pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 1 PERMIT#: �c6 7/ 0 LOCATION: INSPECT ON: C, - TYPE OF §TRUCTURE: ( ,r s Y N N/A COMMENTS raming 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 Headroom 6 ft. 8 in. , Notches/Holes/Bearing Walls Cif f Metal Strapping for Notches Top Plate ��,� r 1 %z w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour 1�� 7 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z 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 Framing / Firestopping Inspection Repor t Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ D m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials:�J( NAME: PERMIT#: — 5 LOCATION: o INSPECT ON: `{�5 TYPE OF STRUCTURE: Y N > N/A COMMENTS )Farning= Attic Access 22"x 30"minimum ' l L Jack Studs!Headers I � L--.��o � Bracing!Bridging Joist hangers 4 �- Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. _ O"r Stairwells 36 in. or more G �"— Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i/z 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp Depart: � am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:ZAA�) NAME: _\� �,_ PERMIT#: C� LOCATION: _ Yea _ INSPECT ON: TYPE OF STRUCTURE: Comments -----'--- Y N N/A / F otings Piers Monolithic Slab Reinforcement in Place ~J The contractor is responsible for C, S providing protection from freezing .• ,, for 48 hours following the placement of the concrete. Materials_for-this purpose on site. Foundation/Wallpour Reinforcement in Place — Foundation Dampprootuig Foundation/Waterproofing Type of Dampproofing i Waterproofing Footing Drain Daylight or Sump 1, Footing Drain Stone: �^ 12 inch width 6 inches above footing 6 mil poly for_w_ et_a_reas under slab Backfrll Approval` �~ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueilcmingway\BuiIding.Codes.Inspection.FORM SToundation Inspection Report.doc .January 28,2003 Queensbury Building & Code Enforceme - Residential Final Inspection ice No.(518)761-8256 Arrive: am/p epart: j _am/pm Date Inspection request received: _ Inspector's Initials: NAME: /'t �© PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: _ `~ D Comments _ Building Number/Address visible from road Yes 1\?0 N/A Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors 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 Interior Handrails @ stairs 2 or more risers 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: Every level: Every Bedroom: Outside every bedroom area: _ Inter Connected: Batterybackup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window PlumbiRS fixtures Foundation insulation Floor truss,draft sto in finished basement 1,000 s .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 Valves installed/Heat Tra /Water Tern 110 Enclosed Stairs Sheetrock Underside minimum 1/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Gaya a fireproofing/%hour fire door/door closer ll Ductwork Sealed properly Gas Logs in Sealed or Glass Enclosure J— Final Electrical 00, Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:1Building&Codes FormsiBuilding&Codesllnspection Forms\Residential Final Inspection Form revised 100405.doc S 8S4 028" E 12500, LANDS N/F OF � LA VBERT F r 1 AREA ^ ci CQ O1 0.93 acresOE— LOT 22 d� � 51.52' — I M f � � ro Q bQ ® 68.4!;. O CIO 1*� 0 9 r-- �� �y 3 . Of 'IILAND PARK CORP. a fi a �• ,. ?�• At MOVE[ PLANNING BOARD OF THE w TC,#VN OF QUEENSBURY Y r1 Pi POSED SUBDIVISION ION MAP MADE FOR NOTES. JOHY At MUMS S* & ANY I BOYEX 1.) THIS LOT IS SUBJECT TO ALL PRESENT COMMON RESTRICTIONS, COVENANTS AND CONDITIONS RELATING TOWN OF QUEENSBURY COUNTY OF WARR _.. C N;:Y. TO THE USE AND DEVELOPMENT OF OTHER LOTS IN HILAND 0�1 PARK TERRACE SCALE= 1"=30' DATE t MARCH 19, `99O r� LAl/ 2.) THIS LOT IS NOT ENTITLED TO USE THE 41.55' OF ���' o• �"- :�'�°�' -'• Vav,.:j'uSen �C Steves FRONTAGE ON HAVILAND ROAD FOR INGRESS AND EGRESS �: -` LAND SUR','EYORS, GLENS FALLS,NEW YORK 3.) ONLY USE THE EXISTING CRUSHED STONE DRIVE ; RE'ASED MARCH 1, 1994 FOR INGRESS do EGRESS FROM HAVILAND ROAD UNTIL T j` N,%', STATE L1C. NO. ','5617 VISED JANUARY 15, 1996 .HE DEDICATION OF PROPOSED SUBDIVISION ENTRANCE TOs��y r, : EMSEDFEBRUARY 1 996 HILAND PARK TERRACE TO THE TOWN OF QUEENSBURY, WHICH POINT SAID EASEMENT WILL TERMINATE. **• � � EEwsEDpD MARCH 19696 REVISED JUtY 1S, 1996 AT •*t.s""*'a ** E�1D MAY'L14,' 33 199�3 REVISED 9-12-9BUWN --- - - - - - - 4,,. . - , . 11 •,.4., W , mom I_- '--- �- , � r `, 1 . , >_; A , - . - . .......'........�....� I�..I I.I LI.-I I-I I�I�.I�I..II.�I I-II II I"I I II I II IL�L I I�I I I'I�-1.IL.I.-I II - 4... - ..I I I. 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"�F.+'+,JkYxc�l ti 6 ;' t V '� 1 E r f 1 RY J ,. J €. �' ;!)COG_ t -- . 3 - SE L: . _5 : RtC,HTb ; I ; - _ _ __ AMe pEarfsNER.. ALL . . - I ' GOPYRICsH" ZOOS BY L11L1.IAMa UAl.hl , -- � SIF" PLANS NAVE BEEN , -: c WILLIAM* ! tteLL1A DEb�s ., _ _.«___«...---1 , R.BERVED. ALL i , -_ __ _ -- ---. -:.-..,. ._- ._ ,... - _'_.- _�___.._..;. .. ..----.......,,.._�,....�.�.,-._:- . t TA a COPYRtGW OF'FIGE. T1AS DRAtt1+NG 8 , �._v_._v.,_,._ ._. k :. r - RE!sl*i�fl WITH THE t]t�11'tED 6 TE . OP 6ERVICE At Io MAY NOT SE ALTER ED, REPRODUCED, AN MSTR 3M1ENT aai0l4 i ',- - { ED FOR CONSTRUCTION WITHOUT T►IE UlRITTEN PERT h COPIED. OR Lt5 ,. FROM WILLfAM* 1 WILLIAM* DEatGNERb. UNAUTHORIZED AL,TERA710N* OR ADDITIONS TO TRS DRAW WJ IS A VIOLATION OF tH$ NEW 70RK STATE . - I i EC=Ar,ON L.AW, ARTICLE i45,'bEC CN -"S- 'THESE FLAN* COMPLY OTW F: < _ - • a:s' , c ALL THE CODES, PROVISIONS, ATA7 tFt'ENT OF THE M,MwC.Y CONSERVATION coNaTRUCTION CODE of NEW YORK 6TATE AS ADOPTED.,AIi-Y D• 3002/ DO u 1 pR4WiNCa*. THEY MAY NOT 9L• TD EYc.4CT aCAt.E. U6k , - AD 10 , }�y 1 _'' ; NOT SCALE P THEE dfaDWt1 OWNER AND CONTRACTOR 15+{AIJ.t COHMLT :- ' ✓~ 1 ONLY THE Dtt"ENVONa ,aLLJ AILb I ,. ,.. - ' ALL APPLICABLE DUILD�NG G017Ea TO tNWRE THAT PLANS OV -.,. -. , ,., ,, CONFORM TO ALL REGSARE'"ENTb. THEY 6h•IALL VER11sT ALl DM£NaION!} , e WTH CONSTRUCribN WORK A/1D 8iL4LL ;NOTIFI) j eoR_ PRo f DEatGNs:1¢a OF ANY pl*Ct2EPANGE6 61�ORE UJORK 14 -. L �n WILLiAM8 i UALLIAt"a '' � , , III .. ` MED. IUq.,L1Ah'I* r WIl11AMa D86IGI�Ra bHALL NOT 8E F2E9!�ON*'dL� , a' :�:�::', :;. - :- - P! T* OR STRUCTURAL PROBLEMS REaULTW FROMI i ; tl �I FOR ANY ADDtTtONAL COS • - s, i `.[i"��_____�"II'" L . . _ " �J � i FAILURE TO FOLL011!THESE PLANS AND DETAILS. G k � . { I :; j. - . s I - . i i __- _._: -- -- _- - ---__.- __-_- _ - f i P N NO .<< • , :'AGE F , RIWN BY: m' REVISI'ONS ! DATE: • , 3-0 �� D - SP 0 1 2005 Cox i TONN OF QUEENSSURY {{ j t:!_i(LDl. 0 CODE Y .,w r x/�- -tom-T �-��- z t�- v t..Unn��V/� ASct 1 1 t1 L. i Y - a cn r ( % 0� W.bu_9�L-c=,A`[;)VWG7 -Tb' M4-TC� 40� , 12 , S S V, p a , �f•••, 1• , i I, i K I i I I 0 a Cott 5�. �-71�N �U�•— w `�*' 1 GA CAL,` t , , 3 a I 1 x w + w9r • , 1 . . d L-J Lj Ld Luc-, jk ujz� 74 f 1 ." � -! \ f•..! 'J� i 1� ��;�fA>I,J�� - Va,• ,I 1 f. .r 1 .. G 6 it s: .t` O" ! ! .' .r« .;• • i� � ,fit t1 � ✓� LV t 1 - 1� a�13a -o u�� .o x 4 o �$ 4.5 5 l� /a I t w ` I i ? l 7 . , I : x Oil U 4WT� w 4ery ; EAL. ---- o� COPYRjeswT® 2005 BY WILLIAM$ 4 WLLIAMS ;DESIGNERS. ALL R!Cs+4Tb M� � P>� L1��1 r {O: VL��T- ��F•-C/`�� RESERVED. All WLLfAM6 4 WILLIAMS DES!GNERB' PLANS �HAVE $EEf1 REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE.. THIS VI AUI.NG M �1 FT• 'i a(1. t• C1iCIZ. Ja[�7 Fr R. js G T R AN rNbmkiENT OF bERV-cE AND MAY NOT BE .ALTERED. PEPRODUCET�. 1 ✓`""� ) COPIED. OR UbID FOR C,ONbTRUCTION un-mT THE WRITTEN PERM!MON I SoN. 29.12 8.80 14.E 45: o — a ' � FROM WILLIAMS 4 WILLIAMS DESIGNERS, UNAUTHORIZED ALTERAT}ONS ORADOMONS { r N8 COMPLY WITH i EDUCATION TLAIL ARTICLLEE1145, 1SECTION 1:09.0 "THESE PLN OF THEANS CO K btA?� 4 ALL THE CODEb, PROVISIONS. AND ►LATENT OF THE ENERGY_CONSERVAT!ON CONSTRUCTION CODE OF NEW YORK STATE AS ADOPTED ,r LY 3:200:. DO NOT ►d8U T ONLY THE pIMENSt01THESE �Ib 6HO04 OWNER AONCM THEY AAND NOT CONTRAGTO BE TO R CO uLy s {, ALL APPLICABLE BUILDING CODES TO INSURE THAT PLANE AND DETAILS j CONFORM TO ALL RECLI[REMENTb. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION'WORK AND SHALL NOTIFY I i PERFORMED. U WAMS . UU-IAMS DESTWtMR& SHALL NOT BE REbPONStBLE t STRUCTURAL PROBLEMS REN-V ING MOM WILLIdMS 1 WILLIAMS DESIGNERS OF ANY OISCR..�PANCIEt BEFORE WORK Ib � FOR ANY ADDITIONAL COS b OR , M FAIUIRE TO FOLLOW THESE PLANS AND DETAILS. r. r I i I .. .....r,".... 1 - .*-,*A,, _________- -___ �--- ,�� � -- -- - _____- - - - - - __- _- -__ _________ ,1_- , ,, �__._�­r-'W�rl_lr_--n-,-'7777-,----. �7­77�`�-­rlr�T­7-71�-­­�,_,"a-7-- -__ ­�,Z,�__��,_,r�_ _7.�7­-7-----­­­­-__..�� ��_,__�lrll��,,�- - ­ --_ � - - � . . � � � _- , I ,c ,� �, , 7- .I��I I ,-�-­,�� �-­-�.�--,�­�, _��-_--_;�,.��`--, - -,,"­:--,-,�t� .,,,--,,­7- �� ---�--,--I I--I,I-�- . � �I I ----- " -----_-_- --I - - --- - - , I � 11 �I I I I I I -�, I . I I I - � . . , I I I,I I - , , --,I I-I I -�_,� , �� -1,�- . � I-, � I --1 � -1 I I - ----_ --- - -______-_ ---�____ --_--- - I I I � . � I I I . � � I I ,, I � I � , . , I . , � - -,I I I 1 7 1 1 1� I I,-,, I I�l,I�I�'�I,-::,", -.,- ,,�, I ,. 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I � .1 I � � � I . � I - ­1 I I I I I I I I I I � � . li k� � � I I---- ­­ -.. � i'" , � � I I " : I I I i �l, I I I mami.�l"I �14 =g6m��a=laiwd_"_l _____ I �. I I 1, I I - I � �, -, - I , I I . I I . � .1 �. I . I I I I WK.- I 11111 III I I 111111111 I I . I I �� -I I e `- .1 I .I I I - I I I I � - I I . 11 - ,­ I -! 1�' ', I 11 !, ! '! ! I . I . 11 ( _1 � - . I . . . I I I � �'. I . � � .I I � � � . I � I I I . . : . I � I � i . � 1111 ! r � - I . . I , . . .I I � � I - I I I I I . - - I I I I - � . I I . - I . � . I �, . I I I . I I I � � . � . I � I . � � . � � � I I - - '�' . I I I I I 1� 1 . I COPYRIGHT a 2005 BY WILLIAMS 4 WILLIAMS DESIGNERS.. ALL RIGHTS RESERVE0_1 , - �� . � I I I I . I �. I - -1 . I � .1 i I 11 � I 11 I I I I I � . ­ I � ., I 1 I I 11 . I : - . ­ I . I I I I' . FLOOR, Roof:, WALL SHEATHING . I I � ­ I � � . . I I I � I I I I . I � I I - I � - I I I I 1, I I I i I . I I I I I � I . I I . . . I , ; . - I I .1� � . I � - I I ALL WILLIAMS i WILLIAMS oEsiGNERS, PLANS 'HAVE 13EEN REGISTERED WITH THE I� I- FLOOR- 44'" TIG O.S.B (ORIENTED STRAND BOARD) 11 I I I � . I I NAILING SCHEDULE i . . I - 11 I I I 1� . . I I I I I � � I ' ' I I � I � I ' ' I � ? PL I NO# � , I � � � . I I . � � 11 ­ I i I � � ' �I I � I . ­ - , I . UNITED STATES COPYRIGHT OFF)CE. THIS DRAWING is AN INSTRUMENT OF SERVICE � I 1. I .1 I I I . . 11 1 . � I � I - I � I � . I -, I 11 I TRUSS4 BRACING DETAIL I I I I I I I � I ; I 11 I I J -, I � . I � I . I I I � 1 2- ROOF- 1,5* O.S.B. (ORIENTED STRAND BOARD) . 11 . � . . I I I � I I I I I I I - . ; I I . I . I I - PROVIDE WEB BRACING AS PER MANUFACTURER's ARCHITECTURAL TRUSS i � , � I . . I I � I I - 1. I I 11 -, I I - I I . I . . I I . I " I I NUMBER � ,SWEETS � I ; I I . I I I I I � EMENTS � 1. I � I WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DESIGNERS. TO DO 60 . I � I I . � I � . I I . . !:> - � : - : I I I � . . � � AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR u.sEr-> FOR CONSTRUCTION - 3- WALL- *7116,". O.S.B. (ORIENTED STRAND BOARD) I I � DESCIRPTION OF BUILDING EL AND TT I I I &Z'Z �i�; �. , I - L -- . I I INSULATION (UNLESS OTHERWISE NOTED) �, . � � I I . I � I r I I � I I . I I I . I . . I I I I I . OF FASTENER a,c�d FASTENERS I 1 2- 2" NOMINAL LUMBER I I i .. � . . . I " � � - m i � � . I I � I � I JOIST TO SILL OR GIRDER, � I - " I - 11 I . I r I �l 11 - I ­ I ., ­ I ­15 A.VIOLATION OF FEDERAL COPYRIGHT el_AWS.�- UNAUTHORIZED ALTERATIONS OR I I- CEILING WITH ATTIC SPACE...........I..............12" THICK R38 KRAFT FACED � TOE NAIL I �7-ar) I ' , I I I I I , I __ I . � I , , - � 3- BOTTOM CHORD To WAVE CONTINUOS LATERAL BRACING AT A MAXIMUM 11 � I , .1 I I � I I : ADDITION$ TO THIS DRAWING 15 A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, t . -, I . I . . � I . � � � I 1. 2- SLOPED CEILING WIT14OUT ATTIC SPACE....814" THICK R30C. KRAFT FACED . lxro 5UBFLOOR OR LESS TO EACH JOIST, FACE NAIL r 2�BD - � INTERVA I Ems= i 1 , r � I � r I I I . __ � � L OF 10'. BRACES TO BE SECURELY ANCHORED INTO SOLID END ... � � I I : - I . I � ARTICLE 145, SECTION -120S. THESE DRAWINGS ARE NOT TO BE USED BY ANY- . 3-' EXTERIOR WALLS.........................................rom THICK RIS KRAFT FACED/POLY 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-I&D - . WALL- ' I r i , ��� � I 111 � . I I I � .. - I .1� PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. I , I I 1 4- FLOOR........................................ ........ ....ro" TWICK RIS KRAFT FACED I I - - I :: I I � 1� I'll, � I 1, I . 50LE PLATE TO JOIST OR BLOCKING, FACE NAIL I ­ . � I I I � I I I r . � � I I . I I I I � I I I I ..... IR5 I Iro" O.C. 4- TOP CHORD To WAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES - . I - I � I I . � - . . r . I � r . � 11 I . �I � I � I I . � . I - .. I � , � " fo GE � � . r I � 5- BASEMENT.WALLS........................................3 15" THICK RII POLY TOP OR SOLE PLATE TO STUD, END NAIL I 1 2-roD - OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHOI . r I I . � I I � ;,, . . . I � I I TWESE NOTES ARE-GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM I NOTE- ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE . .STUD TO SOLE PLATE, TOE NAIL � . .S-8D, 2-160 I I - � I I I RD. REPEAT AT BOTH �I � I 1�� ,� ,��I .. I I r I � � , r 1� � I I I I - . � I I I �_ I ENDS. , r � � 11 � . - � , ,, I I i I I I r - r r r r � . r � . � . I I 11 I I STANDARDS OF CONSTRUCTION.� THE DRAWINGS SHALL GOVERN OVER THE NOTES IN WINTER WARM SIDE. . I DOUBLE STUDS, FACE NAIL �i . . IOD 24" ;5,C:. 5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING � t , : I I �l . r . - I -, I � I . r I ,� , - .. � . ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE r MISCELLANEOUS � . I I � DOUBLE TOP PLATES, FACE NAIL IOD � C. SCHEDULE. ��11 - � , . I 'll 11 1. I. I 6 � � ' ' I Ir I I . I I ' ' � - -I- 24" 0. I ..� I - ! .1 I I I RESIDENSE. I I I I . . . I -1 " % , _ � I . I I r . - r ' � r � r I I � � � � 1`� I _. . ., I ; I I I . � I '.1 - I . . . I- EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR SOLE PLATE TO JOIST OR BLOCKIRG AT BRAr_E5 WALL PANELS L � . � 3-IrOD 1161! O.C. I I 6- SHEATHING BUNDLES SHALL NOT B PLAC: I I . 11 I I I - 11. � - I I � � I . - �l - 1 . -­ � I I � I � . I - . . E I - i I . . I I I I . I . I . I I � I I - ED ON ROOF. A MAXIMUM OF s , . � 1111111 I I � -1 �l I I . . I ­ � EXCHANGES PER HOUR. MINIMUM CAPACITY IS so r_Fm. IrOD r I k"W";a":1-�9S.,M. - - I . I I I I I I I . I � . I I . I . I I ' � . DOUBLE TOP PLATES, MINIMUM 48" OFFSET OF END JOINTS,. I � a- I - I . � SWEETS PER 2 TRUSSES DURING CONSTRUCTION. I I i I I I � , r . I - �1, � I 11 -SIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR 2- I.C. LABEI ED RECESSED LIGHTS REQUIRED IN NSULATED CEILINGS. FACE NAIL IN LAPPED AREA . I I DIRR UN EM . I � r I 1.TWE DE R � . - I I I . . - CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE -SAFTY I . 71- LAP ALL LATERAL BRACES MINIMUM 2. 1 1 11 I � � A, r . � 11 3- SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. - BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE .3-80 1 - . . � � I " . I ... � I . � I I � � I I � r � I � �I I r I I I I �, . � I . I I L I I - I ,r r .� .1 11 PRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY INTERCONNECTED FOR SIMULTANTEOUS OPERATION AND HAVE BATTERY NAIL * I I I I . I I . I w I . r. I I I . � � � I � r I I I . I . - I � � 4 1 1 1. I I I I � � I! - ; I � - I � I -, ANY WORK OR FOR THEIR FAILURE TO CARRY OUT BACKUP. MINIMUM LOCATIONS! . I I . . � . � r I . . � 4 - �� I I OTHER PERSONS PERFORMINC � r ; I r �. I I - I I I I I I I r . RIM JOIST TO TOP PLATE, TOE NAIL I r 8D &11 O'C 1 11 r , I � I I I � I I - r . I I . r . � . . . ; ,� r 111111111 - _­, I - I . . r rr I I - 11 " r r . . I 11 I I : � THE WORK IN ACCORDANCE WITHTWE CONSTRUCTION PLANS/DOCUMENTS. I I A- ONE ON EVERY LEVEL TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE , 2-IOD - . I . r 1 . I I - I . . r I I r � . - . . I � I � I r I ; � � . � . r I - � . I . I REV161d)NSIDATE � , � I 1. . , I I - . I I . i I . I . , -1 . . r I I . I : I � I I I . I I - I 13- ONE IN EVERY BEDROOM , r r � . I I NAIL - � � I . I " r I I � . I . . . r I I L I . I I � I I I . I . r I I'- I 1� .I . ' ' I I I . 'IF TWE CONTRACTOR DISCOVERS ANY DEFECTS IN THE'CONSTRUCTION I I . I � r I C- ONE WITHIN EVERY 10' OF A BEDROOM DOOR IN HALLWAY r BUILT-UP HEADER, TWO PIECES WITH 1,6", SPACER r . lr0D Iro" ALONG . . . I . � I � . i I I I . . I - I I I I I I � 'I r � � ' I � I . r I I � I . . . I ,r ,r %_ � . . 1� . I . r I � I � I I I � � � I . r I r , � . I : - PLANS/DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF T14AT DEFECT To THE 4- PROVIDE CARBON'MONOXIDIE DETECTOR ON LOWEST SLEEPING LEVEL . -EDGE I i - ­ . � I ­ I I I � r I � . r i . EACH I � . r - ,� I I I , �-, . �� I� '' I � DESIGNER SO THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE � I I . 5- CONTRACTOR 15 RESPONSIBLE FOR DESIGN AND PROPER FUNTION OF WVAC - CONTINUED HEADER, TWO PIECES r ' I . - I r . I I .1 I �­ . r � . r 1 � r I r I I I&D I Iro"ALONG . I !, I � 1: I - CONTRACTOR FAILS To Do $0,.PE 614ALL BEAR ALL C-65TS ASSOCIATED WITH � . . . r � � I r r . . r . 0 . . � � I I . � � - I I I - � AND ELECTICAL SYSTEMS. I � I - --- r . I . I \e ­L . I I . I I I : I - I I . I , � I � .I I � I I . NFORM To AAMAINWWDA 101/1.8.2 . . . CEILING JOISTS TO PLATE, TOE NAIL . I S-8c) . - . . , c , � ,or r - . I - I I I . � � . r . ,­ I PROCEEDING CAUSED BY 'SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN I I r EACH EDGE V% - ' r, I I ­ . 1 I .. I r, , , - I I 6- ALL WiNDOWS,T0 CO I __ l"ECC - . I � � ­ I � � r . CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SWALL-NOTIFY TWE 1- ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE : CONTINUOUS HEADER To STUD, TOE NAIL I I I I I I I \ I16 . I I I . � � r ­ I I I I . . I � � I � 4-8D - , I - I �l . ,� I I � - I . I . � . 11 01 . 1 . I � � I � � r I I . I I I I . I �4kt -_­ r ­­ , r.----,- - I—— I I �l r I I . I . . .r I i � I DESIGNER lN WRITNG, AND ALLOW THE DESIGNER TIME To SUGGEST REPAIRS. IF THE FOLLOWING GUIDt LINES: � . r � r CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL I 3_10D - _P 0 1 2005 1 ""k� r . II I � . -- ­ � I � I CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW REASONABLE - I A- CLEAR OPENING OF 5.1 SQUARE I = ABOVE OR BELOW GRADE . CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL r I 1 3_10D - 5 L. . I i 1 .4.�ll 1 1 1 'Ll . I I � . I � � ' . I . - I I � I I , I L I . I I I . r r L I .L�TIME TO SUGGEST '5ZEPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE , RAFTER To PLATE, TOE NAIL . . . I . 1 14 1 . I :r I I I . A . - r I ' B- CLEAR OPENINGOF 5.0 SQUARE FEET AT GRADE . L 1 2-1(2[:> r - TO%,IJN OF Q : I I I L � - L I L 11 . I I I I . �I . . I r I -- ! r � I . I L I L I I I . DE IGNERS SUGGESTED METHODS, THEN,THE CONTRACTOR SHALL BEAR ALL COSTS - OULU � L I I I c- MINIMUM HEIGHT OF 2.4" 1 1 1 ',!-A,*�D CODE - r � I I ' 'I I '' I L L I . L L r ' r . . � L I" BRACE TO EACH STur.> AND PLATE, FACE NAIL I . 2-8D . -I I __l�� I . I I I I L I � [ � I i I� � - .I I I I , I I I --ASSOCIATED WITH SUCH DEFECT. L _ 1, � Ir . . � � I 11 . I - I . I I , ,, r . - 11 I L I I �l , I , I � I I . D- MINIMUM WIDTH or- 20" I"x&" SHEATHING TO EACH BEARING, FACE NAIL -8D - � I . ­ � - - r .. . - 11 - ­ r r .L - , . ­ r .- . � . . 1 2 - �� _mmG_­j&j&.­"__ . __l­-­m22m=-&wA"A=a&i � 1111 � I Ir !! � I , ­ � 'r r I I _wa� .-- I I I , . I r r I . I - I r L I . r I . I ­�M I I'll I - I .i L L � � I D- SAFTY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT! luxB" SHEATHING TO EACH BEARING, FACE NAIL 2-8D r - r . . r I . ; � r. I I . . . I � I I I . . r t , - I I r THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 13 SQUARE FEET WIDER THAN NB" SHEATHING TO EACH BEARING, FACE NAIL -8 . WANDRAL/GUARDRAIL I L � . . I - �, I w . I . L I i I � . , Ir . � - I . 11 L I I I r . � I - 1 3 D I L - . I . I . I I � " I . I L 111. I � � THE TEMPORARY-SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE I I B- BOTTOM EDGE LESS T14AN 18" ABOVE FLOOR . � BUILT-Ulm CORNER STUDS 1 ,, I - LL I I I- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN ExTERI L %I I I I � %­ I I I I I I L, I � L L IOD 24" O.0 OR DOOR. I . - I .1 L L I . - ' I � I I L L L . ! 11 f, I . , r VERTICAL AND LATERALtrLOADS SYSTEMS. ALL WORK SHALL BE DONE IN C- ONE OR MORE WALKING SURFACES IS WITHIN 3fo" HORIZONTALLY OF BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS I . IOD NAIL EACW LAYER I EXCEPTION- WHERE A STAIRWAY OF: TWO OR FEWER RISERS IS LOCATED ON W. I I I I I I I . I - � I :� . .11 . � r . . . : I - � I I L . � L r . I , I � I COMPLIANCE WITH NEU) YORK STATE CODES AND LOCAL CODES AND ORDINANCES. THE GLAZING L I I . - DOOR, I � - . . . .I � I r I I . r L AS FLLOWS� 32* z THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT A I ,� � VERIFY ALL DIMENSIONS PRIOR TO ERECTION, I . I O.C. AT TOP AND I --- al tI I I I I I I I I i I ., � . I rr 0- TOP EDGE GREATER THAN 36" ABOVE FLOOR . I I . I I LANDING 18 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. rrr I . 9 I 11 . I I ­1 .� I I ! I . I r - I , I I 'L I rrrr I . BOTTOM I I I I I I - r �, * I I . I . . I I r I IL I - L L STAGGERED. ' r 2- STAIR REQUIREMENTS- � I I I II r I I � . I I r L � I L I FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/6R GENERAL I I NAILS r AT ENDS I L OVER r I I I I �, L � L I : , I r I I I . � . . I � r I I I I I I I I Ir � I - c3- PROVIDE A 30"x22" ATTIC ACCESS IN A HALLWAY OR A READILY ACCESSIBLE , I L r I a. OPEN RISERS N ' "z I" I . I E- GLAZING ADJOINING STAIRS WITHIN room or- BOTTOM TREAD rujo ; . . I I ll, I AND AT EAC44 . OT ALLOWED FOR STAIRS 30",IN HEIGHT. . � � L � I L � I � � L . CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING sTRur-TUAL CONDITIONS 4 AREA, NOT lN A STANDARD CLOSET. � I I I SPL�-_E. � I In. ALL STAIRWAYS' MINIMUM _'Vo" IN WIDTH. ­, I I D L f, r - I ­ I r I I I � : I . . I . BEGINNING CONSTRUCTION. I . . r r I . I i .: :­ � . I . DEMINSIONS PRIOR TO ORDERING MATERIAL 4 .. . . i - '� I r I I , I I L I L . 10- PROVIDE AN 18*44" CRAWL SPACE ACCESS. 2" PLANKS I � 2-16D AT EACH C. WINDERS MINIMUM DEPTH OF b" ON THE CONVERGING SIDE. I � � I I . . . r ­ . I I . I I I I L I I I r I I I � ! �� . r . I . I r @ , , , , _ 1, , , � . , . � - I I � > ,� r. 11 I If- PROVIDE 5/8" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, . L - BEARING d. MINIMUM HEADROOM CLEARANCE OF rol-a" FOR ALL STAIRWAYS. , . -.,A - L 4 ! , t, I 11 I I I I , � : � � - . - I HANDRAIL REQUIREMENTS: MUST CONFORM TO R315.2. r I , , 1 , !!!! � L . �� 0 L I r . � L r - . - � r I Lr ­ r I . - r . I . I I �� . I BEAM, AND GARAGE SIDE OF WALL COMMON TO�HOUSE AND GARAGE. I ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: , 3- 2: i _� � I I ,FOUNr I L r 6 L I L I . I . . DATIONS r . : I I I I � I � I I r, . � I ; . 4-16D - r a. REQUIRED'ON ALL STAIRS OF 2 OR MORE RISERS. rrrr I I- . , I � I- FOOTI,IN L GS SHAH .BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 48" BELOW . � . L I I I . 'D k � , , 1. r I PROVIDE �6" TYPE X FIRE RATED GYPSUM BOARD ON WOUSE SIDE OF WALL ' r TOE NAIL .4 L L . . . L �. . ts k� 11 � � I � I I ' . i I COMMON TO HOUSE AND GARAGE. I I FACE NA -4-16 1 - b. REQIURED ON BOTH SIDES IF OPEN RISER. � aa�w I ': I I I r "I I I D I I I I 'I, I : . GRADE. ASSUMED SOIL BEARING LOAD 15 2000 PSF. (GROUP I SOILS -GW, I I 1 34" AND'38" IN WEIGHT. 11 .!. I I I - I . I r . . 1 12- PROVIDE 414 HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC CLOSER 1___p_AFTER_Tir=s To RAFTERS- FACIFF NAIL I ,- D - I - c. MUST BE BETWEEN - -7 �, . � I , :, I - I � I I -_ - I __3 I L g� - I � GP, &W, OP, GM, SM) . r I d) �OiI � r r . L I I I . . L WOOD STRUCTURAL PANAL5, SUBFLOOR, POOR AND WALL SHEATHING TO FRAMING, I i & I 11 I I" IL � I " I I t'�� � BETWEEN HOUSE AND GARAGE. I MUST TERMINATE AT WALLS OR NEWEL POST. III (V L I . I I - . I r I 1, r - . . AND PARTICLEBOARD WALL SHEATHING L I r I . . r . . r . I r I 11 � 1 2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE I VERTICAL TO 2 C I ; � t' - �� - .. I I I I . I I L , I- I � r 1, . I HO I RIZON I I � . 13- INSTALL ZERO CLEARANCE FIREPLA ES AND TERMINATION POINT FOR - I I .1 I I e. MUST BE CONTINUOUSPROM BOTTOM RISER TO TOP RISER, ; () ,7:Z,p : �. I I r TAL. : ' L - r I L L I if r I ,_ I - ! . I 5/16 1/2" i roD-SUBLOOIR, WALL ION . I ' ' � � .I I . 1� . 12r 1� - - iff I . x TO MANUFACTURERS SPECIFCATIONS. � ro I _ � I . , I FLUE/CWIMNEY ACCORDINC . I I F. HANDRAIL TO HAVE CIRCULAR'CROSS SECT WITH GRIP SIZE 14%2" 1 : L I , �­ I , - r 3- BACKFILLiNG OF FOUNDATION WALLS SHALL NOT BE FOR 2a DAYS, OR �: I I I I i I 11 � I � 11 I . 14- MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN Of 8D-ROOF I I I I I � I - I . I r DING AND FINISHED GRADE. I 41.111 .4- GUARDRAIL REQUIREMENTS* I . I � ! �,L lr L - 1: ...� , I I I I BEFORE FLOOR 5YSTEM .15 IN PLACEAND WALL STABILIZED. . IS/32 . &D . & I r I - I - � . ; ,, � � I I � I I . ; I ! , I i- I 11 I , : I 15- Ai I DRAINS, VENTS,rAND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING . I 12r a. REQUIRED ON STAIRS I � � � !�, L � LL I , �- � "I'll - . I I r. - " - . , LANDINGS, PORCHES, DECKS, OR RAISED FLOOR L I �� r' I 11 I : I I 4- MAXIMUM UNBALANCED BACKFILL HEIGHT- -I'. L � . I I I . , - , , � 'L I I I , . 1 I/81*-1 44 . IOD � I i � I � ,, I : � I I I . I CRITERIA- L I I L ro I � i i , _ '�r L L - "' r � I . I I L I L . r r I I I . � 12 li SURFACES MORE THAN 30" AE30VE OR BELOW GRADE. r ,r I r . : r. r I � I I . I . L r r . q I I � r � I 111 . . . � I . A- WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION . . r I - I I I � , - I . L --- r � In. MINIMUM HEIGHT AT STAIRS 34". r I . �_ . I 11 I 4 CONCRETE - � I - . I , � . � r' I I I r � L . I I r , r I I L ; r "I � . ; - � I : ' r I I B- 5 PSI FOR 15'MINUTES I � I . I 1,­1 _ LESS THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. � Ir I I � r i r � _ I- r CONCRETE STRENGTH TO BE AS FOLLOWS: r L I L I . I r .� I : � r I I I . . . I � . I I . 1 L ­ .� I 'r. I I I I I I I I � : 4 1 1 1 L I I � 'i . . I 16- HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE I - I I � d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND , � I r r .. I . �, I r I . I L I r �� L I L I L . I GARAGE SLABS AND PORCHES,r STEPS, AND WALKS: 3500 PSI A DESCRIPTION OF BUILDING L DESCRIPTION OF I . - 'f'. � I I . � I i Pa Ll!" I , _­-,� "�"­,�',� "r.. ,ml I I , I-I . I � I r L - . ; . NEW YORK ST TE ENERGY CODE. ' ' 11 � I � � I SPACING OF FASTENERS r BOTTOM RAIL MEET. - _�, .46�1�i .1: � I I . I � . I I I . I . . I � � I : I I I . r 3000 PSI= . I r . . . � I.I I I 11 L I L VERTICAL CONCRETE.EXPOSED TO WEATHER- - L . -1 . I MATERIALS r I EDGES(INCHES)h INTERMEDIATE SUPPORTS 11 � 7 1 - ] L . . I . . ' rr I I - COMBUSTION AIR REQUIREMENTS- IF THERE 15 NO COMBUSTION AIR SUPPLIED I FASTENER b,r-,d I ; e. GUARDS CAN NOT CONSIST OF HORIZONTAL RAILS OR ANY : I . . 11 I . I . PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME. I I I . 0040) REVS I . I . I � I r I . I 1 ; !4 . . I SLUMP TO.BE NO MORE THAN 4" NOR LESS THAN 2". i . TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS il GYPSUM BOARC>,rg . r b,d(INCHE-S) L , : DECORATiVE/ORNAMENTAL PATTERN THAT CREATES A LADDER EFFECT. ' . I I I . I r I � � - � . I ' � I L . . "I , I � Po" _ I z . 4 . I � . r PROPER AMOUNTLOF COMBUSTION AIR PER CODE AT FINAL INSPECTION. . I 1 16 GALVANIZED 4 a I r . or�\ � I . . I ' L r I I I L I . L . . . 4VILAOD F� .? - L L I L � _L_ : � . r I � . ROOFING NAIL: I&D 11 . - I . I . .. I I&- GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR . L L I . � . 'r � r r r 'EL r r I . 11 - L . L CONCRETE REINFORCING STE I � r I I � ! I . I � :� , . . L .- . L A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. r COMMON NAIL: I V4 . L I � tz�� )1�V�* I L r r LL I . 0. r . � tl�)r__I_ ( I . . 11 I- REBAR SHALL CONFORM TO A.S.T.M. GRADE 4 WELDED WIRE FABRIC MESH � I I I . r . "I......- - � I P, I L 14 r . . r L I 113- ICE 4 WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOP'S EDGE A MINIMUM I . SCREWS, TYPE W OR 5 I 1, . wl 4 . " I 11 .1 I L ''I I 1 SHALL CONFORM 185. r I j . I � I L ! 8CVt rL � I I I _r j . I . I . I ; r � 1 112- r - I - : _1 ' IL I I I I I I . ;� � , I 11 1 TO A.S.T.M. A r I - 241 INSIDE THEEXTERIOR WALL LINE OF THE BUILDING. MEASURED . � 5/8 GYPSUM BOARD, G r 1 -14' GALVANIZED 4 La , I I � ... I - � - lq I I L � I r I . r OF . � . r I % L- 1-1 - ---I---,. - - '_ I : ,� aL�­�' ­ ­`�L . 1:­ r � .�� I rr I . _ I 2­ 16" DIAMETER x 10," ANCHOR BOLTSO 4' 0.C:. L � . I I I I ROOFIG NAIL: 8D I I r ! .. , I - . " I . . ��l HORIZONTALLY. r I r . I I . I I i . � �! , L I LL , IL 1 , 05 BAR VERTICALLY ,v 4' O.C. TO WITHIN b" OF: TOP OF WALL I I . I I . I r L I I � f _ L L . . , � 3- . .... � I i I . 1: - I , I . I . . L r I r 11 - FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT . COMMON NAIL-I 5/8 1 ID � r: I �- L r � " I I I r ' L � 1. . . . I L � 20 . � - I r I . I I L 4 1 2 () ' I V L 11 L I I . I I � I I - L� r - I r I 5 r I . I I I r I . - � . OPENING (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE - -_ -_ I --SCREWS, TYPE W OR 6 I () L 4 I� - � I I I . 7 . CONCRETE FOUNDATION WALL I ' _.j I I v r I : r . � I I 01 � I . L 1.1, I: , � I I --- I .� I I . % BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY r AND THE ROOF � WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING , L � I = () I I I I " , . I - �I I I L I I I � I- DAMPPROOFING: ASPHALTITAR TYPE COATING . %" AND LESS � &D COMMON NAIL . I - .3, . L 0 .q - 6 � 1, I . r 1� - � r � 1. . � l I �_ I" I WATERPROOFING. RUBBER/icE AND WATER SHIELD TYPE I If SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMECONSTRUCTION . L � -1/810-111 - ____ 16 - I 1 12 � r I ..i I" L 1.� I to .1 i k , '. � d ao COMMON NAIL . - ; I I r %0 � V - � ' . r , . I I r . 1 . I . IN TWE FOLLOWING LOCATIONS. I I & 12 1 = L %& :1 � I r (p ! I. L I � . " - il . I I I I '' � r I I I . L .� - , . I . . W 1 t 11 L L 4 - I 1 r , r 1, I L I . I r I A- IN CONCEALED ISPACIES OF STUD WALLS AND PARTITIONS, INCLUDING - I 1/8%] 44" - - - COMMON NAIL I I 16 . 12 ; 9 INC Y GRIP r I L K .-%% I I . I '�I ETER DRAINS , , , , .. Lj m -_ :a I I I I J�.­ ,, I r - L � � I I . 11 r FURRED SPACES, AT THE CEILING AND FLOOR SPACES. coNcEALLED I I I - . 4 ` - - L 1: I � - �1' - . I . r . E I V E () I . 0 I* I- r , , I I I % z - '� . , L ' I I- 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC To DAYLIGHT, DRYWELL I . I . r L . . FR� - - - - - - z z , - - . , , . . . � 1 .� _ L I � i I . . , HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT &- ALL NAILS ARE&MOOTW-COMMON.150)<EXCEPT WH I & , gtn � j", - ' � � , - �L L I I � SEWER OR SUMP PUMP AS SOIL CONDITIONS AND SITE DICTATE. . r I ERE OTWERIOSE STATED. . ­ %-* r j L I I I _ � I I � INERAL OF � NAILS USED FOR FRAMING AND 8WEATWtNG CONNECTIONS 64ALL 44AVE A KPI 0 1 2005 iiiiiiiiiiii-e 4 I'- ", I L INTERVALS NOT EXCEEDING 10'. BATTS OR BLANKETS OF M () 41: /I �. ­ I . I I I � L I I r I � a . � I I - GLA,66 FIBER OWALL BE ALLOWED As FIREBLOr MINIMUM AVERAGE BEI'DING YIELD STRENGTWS AS FOLLOWS, 00 KSI FOR -- � d) ' > .) Z %* I I . (n N I I d) ej _ , I . . r . ' . . ^ _1L., I v - tALL ) X 3 , �-­ � I - I - L -KING IN WALLS , - I ISWANK DIAMETER OF O.tW" 00D COI-IMOM NAIL).WKSI FOR SWANK,DIAMETERS I . I lu , I 4aw �m . I - EXTERIOR GRADE . I . I -j PARALLEL ROWS OF STUDS OR STAGGERED STUDS. LARGER THAN OA42*15UT NOT LARGER T14AN O.ITr,AND M K&I FOR SWANK ' . - . I I I I F � I I . I � CONSTRUCTED USINC . -CIJEENS,-31LIRY � _.,M _j � - . I I �L ' I- GRADE SHALL DRO . � I � Ir ­L , � I z L I P 6" IN FIRST 10' RUN FROM ALL r SIDES OF HOUSE I I . I TOW',l OF -,*,�, T_ " I I 11 -s LL - r DIAMETERS OF 0.142" On LESS. )!,�'C-_ �)CODE RISER SHALL BE A MAXIMUM a 114" 1 1 t.. I I . I � 15- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND . Bullo - -_ , I :z: -q .- . . I r I � . I . I L -_ I � , I I t'.I . I I r I I I I L � I I I r r . ' r I L b- NAILS SHALL NOT BE PLACED MORE T14AN I&' 0,C. AT ALL SUPPORTS WHERE MINIMUM TREAD DEPTH SHALL BE S" � Z>:, - I %n IL tU � L, ,� r 1. . � , WOOD/FRAMING L . r . HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS SPANS ARE"" OR GREATER. I �� r I a: ."019 , 11 I I . I !'' r � L L I I . L L - I WITH MINIMUM NOSING OF 3/4" 1 . tU 'In r r.0 .. . L L . L AND COVE CEILNGS. L . c- 4*x9'OR 4'xS' INWALL 13E APPLIED VMTICALY. L L . - I d) 'M L. � I -14% L" I I L . IL LUMBER GRADES 15 AS FOLLOWS! I I � C�- SPACING OF FASTENERS NOT INCLUDED IN TWf6 TA15LE 644ALL BE A ED � I . Q =3 . ,I'I I I r I I . I . : C, IN coNcEALLED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND B 5 ION Z L qwm� ! . I 11 . . . . I& "... � . I- PERLINS, BEAMS, AND STRINGERS.........02 SPF OR BEI IE LEN r r r . I I L I TAISLE R602.3 el). L I � � . I U. - ..A _j () , � t',L­ L I 1,I I . . 11 I I .I . BOTTOM OF THE RUN. CLOSED SPAC:S UNDER STAIRS SHALL L a- FOR REGIONS HAVING BASIC WIND 6PEEb OF IJOL MPH OR GREATER,ISO L ___ __��.____­.. ______ ___ - - - r . .. I I . I I . -- , 1'r ', - � I ,r 1. 1 2- JOISTS-AND RAFTERS.....I...".................1.*2 SPF OR BETTER � I r L r I DEFORMED NAILS 8WALL BE U15ED TO ATTACA4NG PLYWOOD STRUCTURAL PANEL I r r 4 IL � 17 - I �� ' � - r I . I L . ( COMPLY WITH SECTION R314.8.' . I . - DISTANCE FROM GAaLF END I () �,ma , -, " ... I - 4- STUDS.....�.....................�.................I..........02 SPF OR BETTER � L . No L I L ROOFSWEATWING TO FRAMING WITWtN MINIMUM " . I . "I I . V, - I � r . I D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING A L I WALLS. IF MEAN ROOr HEIGWT 15 MORE TWAN 2S',UP TO 35'MAXIMUM, � 4mmum 1 � � I 11 4- BLOCKING AND BRIDGING.......................02 OPP OR BM it : I WOOD STOOP DETAIL . d) , I � ; .! lk . - � I I It" � ,� �: � I - I � . r . ; FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND I � I f-FOR REGIONS WAvING A BASIC WIND$pEM or 100 MPW OR LM,NAILS"I . � -.-- . I I I i r I . L I 1 15- PLATES, SILLS CONTACTING CONCRETE......PRESSURE TREATED SPF . I ATTACHING WOOD STRUCTURAL PANEL ROOF &4EAT14NG TO C ! t- L � I t I L' ' � L I z 11. I - I I . L I PRODUCTS OF COMBUSTION. r I I . -ON CENTER. sABLE END WA" I t . � I K - ` I L - I I I I I r FRAMING BWALL BE SPACED& I Z L . i; 1, r OR,BETTER'L L. r � --- WWEN BASIC WIND SPEED 15 1 1 . 1 4 0) 2 - �, � .` - I L i . ; I L � E- FOR THE FIREBLOCKING OF CHIMNEYS ANDFIREPLACES. SEE SECTION � GREATER TWAN 100 MP14,NA" FOR ATTACHING PANEL ROOF &*ATHNG To i . . . ; I L - '. L , L 1j, , � r I � . I L I &r-� POSTS AND BEAMS.................................02 SPF OR BETTER r L RIOOI,I&, r r . . NTMmMATE 15UPPORTS SHALL BE SPACED &'O.C. " MINIMUM 48- : L . i I . L %5 . . in I L . r a � I 1- 2x(o T4G DECKING.......I.....,........ , L . . DISTANCE FROM RIDGES, EAVES,AND GABLEEND WALLS: ANS A'ON CENTER TO I i d) %-# I- - , r . I � . � I NG OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED I . L GABLE END WALL FRAMING. I . � 11 ul _j .6 f. ,r - , - . 6-, ALL JOISTS FRAMING-INTO THE SIDE OF,A SUPPORTING MEMBER (NOT i I . I ,r i . 10 w 'i I , I L I L i . L r g-GYPSUM SHEATHING SWALL CONFMM To ASTM C -M AND SWALL 15E INSTALLED � � I a , ­ I r 11 : � AT THE LINE OF DWELLING UNIT SEPARATION. . I . I � r I L . L I r . I r .. . I ................DECKING GRADE i; F- FIREBLOCKI L I .. I L I I I . . L . L I IN AZZORDANCE WITH GA 253. FIBERBOARD SWF_ATWNG WALL COW-ORM To I ! I "**N . I I I L I i� , ,�. � . I I BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR I � .1 I - 2: : I j -,----- �­_,,, L I L 5/40xbp DI=-C:KING 2 L t'�, I I ­ I I I L BOTTOM I - ll_­_Z,6��;i�_ 1. ­­­2!M�"r__'_QQ-4iQ­­-------- ��� �I i-­��aQ�r._------- I � I ASTM C 208, - L r I I r I . i " § 9 . , . EQUAL. ANCHOR EACH RAFTER AND/OR CHORD�OF TRUSS TO TOP ;11 - L L . � L 11,SPACING ON FLOOR SWEATWING PANEL EDGES APPLIES 70 PANEL EDGES : 2x(b JOISTS 0 16" O.C. i I I I I L I L . I . I I ; I 11 � � r PLATES AT OUTSIDE WALLS WITH SIMPSON HI OR H2.5 TIES. r I . L j . . I I � I- I I I I L SUPPORTED BY FRAMING MEMERSAND AT ALL FLOOR PERIMETERS ONLY. . J I r i I . '. 1, . I I I I : - ; I . I � . " I I I . r F 'N\ . I I - L SPACING OF FASTENERS ON ROOF SWEATWIN6 PANEL EDGES APPLIES TO . � \ I CL j 4 . � I 1:- - I I ,I I S ALL BOLTPEADS BEARING ON WOOD, TO BE PROVIDED WITH STANDARD CUT 1 � ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I PANEL EDGES "n-PORTED By FRAMING MEMBERS AND AT ALL ROOF PLANE ,4 :' I I L I . I � - I . . I I . I I . . . I . . I . - I . . . 11 , r,I�­ I I - I I L I . I I ,��- I I I . 11 .1 . -� -1, �11 I I tl-,- I WASHERS. - r . L I #,­-4 �-!�ls I L I I r ,� . I �, I . �0'me I -RIMETERS, BLOCKING Or-ROOF OR FLOOR e44EATWIW, PANEL EDGES _4j'�'��'­ �r",� � ",,:: , �� � ' L * I I I . I I r I I PE � :, . � __"Z,�j,_� . . . I I , ­ ',� - I r L � . � I - � �11'11 I L- I" ., , I I 4x4 POST r � ._�,_) tl , . ' m _ r I � _�� 41,*W,�, I �, I 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2xI0 UNLESS i STRUCTURAL MEMBER . ALLOWABLE DEFLECTION L PERPENDICULAR TO T14E FRAMING MEMBERS 514ALL NOT BE REQUIRED EXCEPT I \ . 1�-I -1,_i�t � 1;i��11_..i_I -,z T� � � , Zr I r - I i - I . . - r' ,� J. , I . � I . : ,!t;,'?­ ,�,jt,��,,��,�,77._!�_ L . . " I r I . �,, ,, �.""', I , If­7 ­ , I I ., . ! I I � 15WALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. ! "�- ­­�- - I 11 L ­>I I - I . . . r 3 "__�'r ,,",F;L-r _ ." ,­. . I . I I I I . r � .11 � r; - 11 - ! 4 AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER 7�:__ 1. , I I - _� fL L ' r . I I . . I OTHERWISE NOTED. i RAFTERS HAVING SLOPES GREATER THAN 3.12 1 WITH,NO L/180 � i i � \ GRADE I L t-,: ': I � . . L . ]I- ALL INTERIOR WALLS TO BE 2x4 0 Iro" O.C. UNLE55 OTHERWISE NOTED. FINISHED CEILNG ATTACHED TO RAFTERS I I 'I, 1� r"',I�" 'jj . , 3 1 1 1 = � ,I ­,­� . . . I 'L r I I � . �,_,N� .1; .� 4 "I, � I . .',r , I I I I L - �,, , L''' j - I r I I I 11 � � 12- PROVIDE SOLID 13LOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS INTERIOR WALLS AND PARTITIONS I I W/180 . .1 L I r I . : � () 2x6, NAII ER LAGGED TO HOUSE L illi , , 0 - " - I I . . - IT , I fi �tl I 6 I - ", _ ! i i - 1_��l , I L 11 . I - � 6"', , I �_1 - � I . i 'L : , I . 1 - � ; FLOORS AND PLASTERED CEILINGS L/360 L . � RIM JOIST 4 HANGERS 0 16" O.C. � t, - . LLL �* IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. I L I I I ­L-,� _'" � . I �`- I , r . . I It '��_ L I ­­'";, ­_ I � L IQWNT�_ _,;_,.gj� -, I . I I .1." ,,, �l . _____­"�� amilalgamw.m - - - r 4 T: ­�'l, , 1�I I�l *11 . 1� I r - . � I I . I . L I �� _­6a�1W.A"1149SAL" .9__ . . I . 8" DIA. CONCRETE FILLED I �_,�_ -I .1 ;� I ,� 13- HOLD ALL FRAMING MEMBERS ro" CLEAR.OF EITHER SIDE OF: WASTE DRAINS I ALL OTHER STRUCTURAL MEMBERS r - L/240 � . i r �', - , . , - '.1 ! , . ,�-- -- " -, ,�-;�- . � I i � _ ,,.,, ,i_­�,% �, � I I .,� � , _,r,,,�,,,, ,'_::� .! . r I � . I I , . � I . . I I I I . AT LTUS, SHOWER, AND TOILET. I � � � EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH 1-11360 . r � wx CONSTRUCTION TUBE ,�1:� , ll�i ,� , . �l I I I . - . 1 13 I , � i . 'r, L �� . r . ��_,,I _'�'I � I 1,�g L ' I I i I - _" �,­,�- I ,,, I 11 � - ,I , ,L L I . r� 11 1 14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND i EXTERIOR WALL54JJIND LOADS WITH BRITTLE FINISHES � L/240 � . . I i I jj,r__1"�, .1. 1141�3 , I � �i I I , ' r . � - -, - , , , . I . r r �' ��'L r, ­ 11 ; � - �--- A ­ . j I . I 4�,,�,�",7%�!,_ � ",4�. r I r . . ! , �t�-�, . � . I ' , , I. I I I L I L I I I . I "I'll , � I 4��­ - - , . . : � r EXTERIOR WALLS,WIND LOADS WITH FLEXIBLE FINISHES I I L/120 I r �, -"Z�', ,� I 1� i�I�,�� '." -j-" ' I , I I . BATHTUBS. r � I ; I r . . . I - , L- N_� �7_��,y �'l . -- . L I I I ,-,''r," `- r" �. � I __ . 1 1 1 I 11 _-i r_a �,e I , U r t LLL � BLOCKING: *0 o.c. ON BEARING WALL L jr I I " I . . r ,,� - " T L L L : ! 1 �,-"`��., " ,�L p , ­ I . . r � L I . , _ , :" � k ! , ", - I ; OVERFRAMING (PIGGY BACK) SPAN TABLES i r I I r I , I 1.',��,- .L'�, ,��j L_ � = _;,, I I - . �,I ',,,�T�_._­ . I I I I L I . .. I . I I I I L 1 32" O.C. ON NON-BEARING WALLS ; ­_____r_ -­ - _ ­__ � -- -� I . � 'r�­�'.' 'L , " � 11 I rr I I � - - -,_-- _­ ­1 -'-,,-,�.��.------.-..----Iiaii�� ��­ , L I � - 11 r - I ,----- _. I _-, - I � I � __;�aa"4­- - --a; TZ-1 ­ ,­_'_�­ �� ,.��- � ,fl, I I � - I I I 1 15- NOTCWING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS: i CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA I . . - . � . ; � I ­ � ­�� � I Z, ­�1, - I It", I lk r , � i I . , ... ­�l -." .1 , I I I I , ,, , " � I . � HORIZONTAL SPAN SIZE/SPACING I , I - I I r . . 11 , �, 11 �11 . I ' ', I -_ , L I z L . , I I i i . I I I L �, L ' -,`!,;�'_'�1';11�1,--,­- 11 i�: I . I A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 116 OF THE i . i `1�1� ,I , , �� . - - ,�� I �� � " 7 . - . I zROUND WIND I MINIMUM BAT14ROOM FIXTURE CLEARANCES ,,_ t;-� 11 LL r I � I � I � I r C , I -­ �,.,4_,11 ii. c,��, �, UP TO S'-O" - 2xro 0 Iro" O.c. SEISMIC: i - L- :: � .11 - �� I I � � __ ", � L 11 I � _� � r 'WINTER ­­­ _ _�,,_­�', i�, L � I _ - , � I I DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/3 OF THE ICE SHIELD FLOOD I p A ,_--___ - , �l ,� 1, 11 I I ! I L . r � I I - i4r ,"'�I I _4�;,L�_11'4�.. I �,:: I � r S'-I" - ll,-5" r i 1 *%_�,_, _11;�� I , � - 4 "_-, � _ '_ I . . I � 2xI3 0 16" O,C:. I SNOW SPEED DESIGN SUBJECT TO DAMAGE FROM- 1:>E516N UNDERLAYMENT HAZARD L . r � - , Is— . ' , . I DEPTH OF THEMEMBER AND SHALL NOT BE LOCATED IN THE I i . I , I , - .1 I I&$ r L . 5� �� .,� I li� .4,L ,_. L -1 . L �l ;, 11, - .1, I r W-b" - 13, 2 10 * Irow O.C. r I LOAD (MPWJ CATEGORY . � �� I iL i . , I - -, . �'4�1 � I , ��l I . I r MIDDLE 1/3 OF THE SPAN. ' I � TEMP. --REQUIRED r �_* __11 � A �I - I I I . L . . i WEATWEIRWa MOST TERMITE DECAY - I ­ I �� I - I - I . I W-O" - le,'-O" I 2xI2 0 16" O.C. 1 1 r . i I "' - , L , B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 114 THE I i DEFTW I 15, 14,4.�_4.�� 1 r , I 1 `4 . I � I I . � . to to . r r I I i. I , I I . I � I I r I . ILL I . L, L 4 to . I � I ; !:, I . I I I DEPTH Or- THE MEMBER. - I , � L r7l-,\ �4" INSIDE ALL . 1 4" 2 4 . 6"E'ALi r r � r_ , �. , I . - - MINIMUM UNIFORMLY DISTYRIBUTED LIVE LOAD (PSF) ( .,) (30 sEvmE 48 11 SLIC-04T NONE L L_5 q . i . , � L � L I : , - � C THE DIAMETER OF THE HOLES E30RED OR CUT INTO MEMBER SWALL . I 01 TO TO EXTERIOR NO . � 11 L I �,, � - . r L T-311 I - ,0,0, ,I I . I � ; , . : . � ;�__:�I------------------- . I � . ; I�. . I I NOT EXCEED 1/3 THE DEPTH OF T14E MEMBER. � MOD SLIGHT I WALLS _____ ____ , I I rvl o I � I USE . LIVE LOAD I r r r . ! F�­l - 1, I . � � r � � :0- HOLES SHALL NOT BE CLOSER THAN 2" To THE TOP OR BOTTOM OF i - I I I I - 11 I 1 4 1 i ; � . . ' ; r I I I . r EXTERIOR BALCONIES 0 IN ACCORDANCE WITH THE RESIDENTIAL CODE OF THE STA-TE OF NEW Y 1*2*3, 9UI il r"w"lUm"*x I ! � 'L L I I I ro ". � ORK R30 " . I . t, THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. I I I LDING I u1j) QD I - . . L j L L r : 11 &40wEw � I ; I ' I DECKS L . 40 1 IN REGIONS WITH GROUND SNOW LOADS GREATER THAN 10 PSF SHALL BE DESIGNED IN - . I I I ; E- WHERE THE MEMBER 15 ALSO NOTCHED, THE HOLE SHALL NOT BE ! . I , . 4 . I I i PAS I - = NX i I .'r . L I � SENGER VEHICLE GARAG A ii� 11 I ; I � I I � CLOSER THAN 2" TO THE NOTCH. , I ES 1 50 � I : CCORDANCE WITH ACCEPTED ENGINNEERING PRACTICE AND ACGE 1-02 (AMERICAN SOCIETY :j = - �'. 11 � . . I . I ATTICS WITHOUT STORAGE 10 a OF CIVIL ENGINEERS'l-02). 1 21"MNIMUM CLEARAMa I 1p = I i .I . I&- DOUBLE JACKS STUDS AT EACH 'SIDE OF OPENING GREATER THAN ro'. i � 21"MW"JM CLEARANCE I .1 � I I . j ' ,LL , I I � r � I I 0 WATFIR CLCA�e TUIS I _ 0 LAVAtORIES (3 1 . I I I r 0 L . . . . ! I I - r I I � I I . . � ATTICS WITH STORAGE . 20 . I I _ - �l , I II- PR VIDE SOLID BLOCKING/BRIDGING OR CROSS BRACING BETWEEN JOISTS . � . I : I I � � I 1, L I � I L i C14 1 1 ROOMS OTHER THAN SLEEPING ' � 40 1 ., � 3 I L !3 1 1 r I , . I - ,,:. r AT ALL JOIST MIDSPANS. I r �.--- I � I � r I i C---- : I � SLEEPING ROOMS 30 1 L I � � � L I I . I I ; 'I I _�' . 11 ,I I I&- ALL CANTILEVERS TO BE A 3:1 RATIO. 3x SUPPORTED, Ix UNSUPPORTED ! I . li I .. � �r'. , i I I - i STAIRS . . I � I I I I . . � L ' L 40 i; � . .. 11 I L ; � - . . I : . 11 - I r I r I � , � . L__ 1� L I i GUARDRAILS AND WANDRAILS r 200 L i - I I 1. I � . . I I � I I j I=� . r, r L - � -------- - 1-11 - -------- I r - I 1, 11 � I i : I I I c i L I h � 11, , , - , , I , � � I - - i 71. , a,- A�4 I - - I I I', I r A� , I ti .-.....- 11 r . L - . I "I -1 I I . , , I � Ili I I , 11 I I 11 . I . I . L r I . i . I Ir . I L. r i li I � i r � I . I I I . I L I . . I . . . ! - L . I I L i. , � I - I . - I , I I - - . I � L I � I I I . r r ; I �A,�r�N-,,-r��,�--i",,�---,�.--.-.-,--,-�--,-�,�---'!-=!�,Lr, i._"_la.w.j&j&.:5bwl� -, � , - -0­02-M-EMM ___=__r_,._­­ _�_._____ ­ =­l­-­___­L _ ­.. ­_rr_ _ _ -.-,- -�.-�-,�-'�--..---l- �r��m,% .- . ­___ ­r------- I I I L . - -,,,-.----.---.-,-�--..,-�"r�-�,, I . - � I ­-m­­­-_Q ­_ I . . I � I I r I I I I . I __ is ----I'-- I r I r ,U--__ � 4 "I . . I I . I ; I I I I r . I . r I . - __ ___.,_,__ ',r I I I ­ I L i . I r I r � � - I I � Ilkla-a-% L I I r I r . . . �. I I . � L -. r . . I . i I I L r I I � � I r I r � : I I r I I i L r � . - . I I . I I . �. r I I L �. .� . � . ­ I I I . I I I . I I I,I I . r I . . r . I � . L � - I i r I , I I I . L r r ! L - . I r I ! r r I