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2005-392 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050392 Application Number: A20050392 Tax Map No: 523400-309-014-0001-048-001-0000 Permission is hereby granted to: DAVIT) & SANDRA BISHOP For property located at: 36 RICHARDSON St 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 Value Owner Address: DAVID & SANDRA BISHOP Garage Detached $20,000.00 36 RICHARDSON St UEENSBURY NY 12804 porch Q Total Value $20,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HILLTOP CONSTRUCTION 47 WILLIAM STREET HITDSON FALLS_ NY Plans&Specifications 2005-392 150 SQ FT PORCH AND 672 SQ FT DETACHED GARAGE $107.20 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, June 30, 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 the Tow T s y, June 30, 2005 SIGNED BY eensbu 4 for the Town of Queensbury. Iv- NA Director of Building&Code Enforcement Permit No. � Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Accessory Structure Building Permit Application Application & Plans subject to review before issuance of a valid 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 �= CV Y1,5 r Address: —/ C ul Owner: GtV i r�115h Address: Home Phone: 9' O 3 Home Phone: 790230 Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: - U 1_3 FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: CM AIbreAt 14 � II-�0 0(Dajf-- Address: v l C Y2 G",' I i` Phone Location of proposed construction: Lott No. Legal Address: Tax Map Number:36 1Q i )y - I —q O " / Subdivision Name: Estimated Cost of Construction: $1- RECEIVED V1 C�0 C]a('� `\eE Does an accessory structure currently exist on the property? es / —No AN 0200;� If YES, list all existing accessory structures: \ _ e TOM OFQUEENSBURY Proposed Construction lit floor 2^d floor IDINQ A= Height sq.ff. sq.ff. $ .ft. 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 . 2, 3 car 7 �a Other Accessory Structure: Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. 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 location of all ne construction. Date: / �.S Applicant/Builder Signature: ad�� The application of D ft`)\�) l � Q d d — i by approved and permission granted for the construction, reconstruction or alt ation o a bui g/a r ccessory structure as set forth above. Date: 2 Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Ap 4fion`doc V:12/28/04 Permit No. _3 p Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518)761-8256 FAX: (518)745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction 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. ff Q Applicant/Builder eon rtk Al 0 Owner: ��, M pS • bau l Address: � 2 c J e. b Address: c ors , ►as39 �e 1.2 ko y Home Phone: r 7R 9-0.3,3 V Home Phone: -S 0 Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision work with respect to building and c es compliance: Name: �°7 p Address: S l 2 t.J 2 Phone / ( F-oa 3 Location of proposed construction: Lot No.��o /d , ress: IG� t�e� Tax Map Number: L34 -k - P Sume: VED Estimated Cost of onstruction: $�d _ 10,y: ,' �O Proposed construction is for: V Residential Use —Co Use TOWN OF QUEENSBURY BUILDING AND CODE Name of Business: If proposed construction is an addition,what will use of ew addition bet New Addition Alteration Proposed Construction 1d Floor 2^"floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwellin Two-family Dweliin Townhouse Multifamily Dwelling Number of Units: Office Mercantile n Manufacturin other. ] d Garage 1,12, 3 l.d Type of Heating System: Electric, Oil, faood, Forced Hot Air, Baseboard, Other: IUt�A! If a fireplace and/or woodstove are being' led,please refer to a separate.application. Applications are subject to Zoningnistrator, Code Compliance, and Structural Plan review. The Building and Codes Office will commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you hefully 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 s rveyor,drawn to scale,showing actual location of new construct' n. Date: Applicant/Builder Signature: of The application of dated is hereby approved and permission granted for the construction,reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Applicaiion:doc V:12/14/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm apart:if Date Inspection request received: _ Inspector's Initials: t NAME: _ 1 PERMIT#: -�9 J, LOCATION: c- DATE: TYPE OF STRUCTUR : _ _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location 9—// Fresh Air Intake 4n, 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Com lete Guard 30 in.or more @ stairs,decks,-Patios Guard at stairwell at 34 in.or more \\\ Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors 4-4 Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site y Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tenip 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight /Kitchen Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window u a fixtures FPlumbing oundndation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement Residential Final Inspectio Office No.(518)761-8256 Arrive: am/pm Depart: l a Date Inspection request received: — Inspector's Initials: �-- NAME: �, PERMIT#: /-;,O� LOCATION: r DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 1 3 inch Plumb Vent through roof minimum 6" �')� Roof Complete/Exterior Finish Complete ! Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glaKLnS/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certificatio uired —0kay to issue C/C.2<C 19 emporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection � � Office No.(518)761-8256 Arrive: am/pm Depart: ! ` �� -ar� Date Inspection request received: _ Inspector's Initials: NAME: PERMIT#: LOCATION: ', 4 art. i- DATE: , TYPE OF STRUCTURE: Comments _ Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake / l 3 inch Plumb Vent through roof minimum 6" 1 ( pl Roof Complete/Exterior Finish Complete c� Guard 30 in.or more a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in.Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/2" v Gypsum Grade away from foundation 6 in,with 10 ft. ;P Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade ` Gas Furnace shut-off within 30 ft.or within line of site �-��C`�� Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Windowow in stairwells safety glazingJlytw Interior Smoke Detectors: Every level: __ i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window M Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 s . ft. vents Building No./Address visible frotn road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r ques re eiv Queensbury Building&Code Enforcement Arrive: am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi --� i i NAME: PERMIT#: ZOZ � Z LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N Framing N/A COMMENTS 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow 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 '/2 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 I_:\SueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Re ort Office No. (518) 761-8256 Date Inspection re uest rec i ed: Queensbury Building&Code Enforcement Arrive: pm AC> a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCT Y N N/A COMME S raming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers CC 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 %z w) 16 gauge(8) 16D nails each sideZj Draft stopping 1,000 sq. ft. floor trusses Bolts 6 ft. or less on center ce 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 '/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 l Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m Depart: rn/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ PERMIT#: � LOCATION: INSPECT ON: 5 TYPE OF STRUCTUR Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement f the concrete. rials for this purpose on site. LF.k6dation/Wallpour inforcement in Place _ Foundation Dampproofing Foundation/Waterproofing ^ Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly.for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHenungway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51"8) 761-8256 Date Inspection request received: 1I S� Queensbury Building&Code Enforcement Arrive: am/pm / Depart: ani/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r NAME: f C,( ZQ 16 PERMIT#: G � LOCATION: '��,� (Z'►c� _ S j INSPECT ON: TYPE OF STRUCTURE: Comme s Y N N/A ootin s r1 ;� , Piers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement i of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L~SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 &,dVQ� cam' 41 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: A' Queensbury Building &Code Enforcement Arrive: am/p Depa - m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ NAME: PERMIT#: LOCATION: — L INSPECT ON: __ — TYPE OF STRUCTURE: a Comme t Y N N/A ootings C Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 G 1 �l l Foundation Inspection Report t Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p ,,/ /Depart: 0i `pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (' v NAME: l C� PERMIT#: LOCATION: .r- INSPECT ON: TYPE OF SW URE: y- 0- Comments Y N N/A LgS7 Piers Monolithic Slab A2 Reinforcement in Place /��-''J (! ��A)> The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour (f A C 6- Reinforcement in Place _ T Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.ASueHemingway\Buil ding,Codes.Inspection.FORMSToundation Inspection Repoit.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �/ 6 NAME: / - PERMIT#: LOCATION: t h �—� INSPECT ON: 2 TYPE OF STRUCTURE: Comments Y N N/A 61 Footings Itl 14/1- �l Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 ,t Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm D art: p 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:C� NAME: _ PERMIT#: LOCATION: '�`�� dS'�j`j -gsT— INSPECT ON: TYPE OF STRU URE: Comments _ Y N N/A Footin Piers Monolithic Slab Reinforcement in Place �!i✓' `—. The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHerringway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 Stock Building Supply fo: 500 Duanesburg Rd. Schenectady, NY 12306 Hilltop Construction Job Nn,»her'J # Phone:(518)3554190 Fax:(518)355-1371 51 Crowley Road Page. 1 Project: Block No: Hudson Falls, NY 12839 Date: 08-02-2005-10:44:35 AM Model: Lot No: Project ID: 10120pt Contact: Site: Office: Deliver To: Account No: Name: 36 Richardson St Per rY1 I Q^ Designer: RPF OS 39 04 Salesperson: Bill DuPont Phone: Bishop Job/Optional 10/12p Quote Number: Bisho \ Fax: Queensbury, NY P.O.Number: # p Tentative Del ivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 9 T01 24-0-0 ATTIC 1.0.00 0-10-8 0-10-8 155 lbs.each 1 Row Lat Brace 0.00 3 T01A 20-5-8 STUB ATTIC 10.00 0-0-0 0-10-8 141 lbs.each 2 Rows Lat Brace 0.00 TOWN OF QUEENSSURY COMMUNITY DEVELOPMENT RECEIVED AUG 6 2005 ACO ZONING B&C PLANNING FM EXEC.DIR. 24-0-0 T01 _ o U) C? cl-) Q DOUBLE TRUSS `;' a eeds to be M earin Wall ^ o o c� .—....._.... - - - - --- - -- 0 0 Z G'V O C? O O P: O N N N N N O 2 � N r O Q- N co o cv 0 N O O �E J 24-0-0 Shock Building Supply 500 Duanesburp Rd Name:Hilltop Construction Description:ALTERNATE 10112 PITCH Address: Schenectady - Job.,New BishoPI10 l20pt York Telephone:518-355-7190 Fax:518-355-1371 Telephone: pate: 0 Drawn ENGINEERING BY ulm ENCO A MiTek Affiliate Trenco 818 Soundside Rd Edenton,NC 27932 Telephone 252/482-7000 Fax 252/482-7115 Re: Bishop HilltopCons.#20763820/36Richardson St. The truss drawing(s)referenced below have been prepared by Truss Engineering Co.under my direct supervision based on the parameters provided by Stock Building Supply-Schenectady, NY. Pages or sheets covered by this sealE2529710 thruE2529711 My license renewal date for the state of New York isAugust 31,2006. pV: NE tN J- ,`Q p,.STR,>y CO * Q cn , ter r LU "'a.67102 R July 6,2005 Strzyzewski,Marvin The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI-1995 Sec.2. Engineering services provided by Truss Engineering Company. r Job • ::]Truss Truss Type LQtyHilltopCons.#20763820/36Richardson St. BISHOP T01 ATTIC E252971 Job Referencefoot.. o t.. nail Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Jul 05 12:31:56 2005 Page 1 -0-10-8 3-1-15 1 5-10-4 12-0-0 1 18-1-12 1 20 10 1 + 24 0-0 10$ 0-10-8 3-1-15 2-8-5 6-1-12 6-1-12 2-8-5 3-1-15 0-10-8 4x6= Scale=1:54.5 6 3x5= 3x5= 7 8.00 12 5 3x8 11 3x8 II 4 8 2x4 2x4-i 3 9 2 10 �1 Ia1 4x8= 14 13 12 4x8= 1 6x6= 6x8 M1120H= 6x6= 5-10-4 18-1-12 24-0-0 5-10-4 12-3-8 5-10-4 Plate Offsets(X,Y): [2:0-8-7,0-0-15],[10:0-8-7,0-0-15],[12:0-3-0 0-3-121 [14:0-3-0 0-3-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.84 Vert(LL) -0.54 12-14 >522 360 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.66 12-14 >428 240 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.03 10 n/a We BCDL 5.0 Code IBC20001ANS195 (Matrix) Weight:152lb LUMBER BRACING TOP CHORD 2 X 6 SPF 240OF 2.0E TOP CHORD Sheathed or 4-1-9 oc puffins. BOT CHORD 2 X 8 SYP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud WEBS 2 Rows at 1/3 pts 5-7 REACTIONS (lb/size) 2=2277/0-5-8,10=227710-5-8 Max Horz2=212(load case 7) Max Uplift2=-87(load case 8),10=-87(load case 9) Max Grav2=2484(load case 2),10=2484(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/66,2-3=-3517/287,3-4=-3112/253,4-5=-2294/298,5-6=0/597,6-7=0/597,7-8=-2294/298,8-9=-3112/253, 9-10=-3517/287,10-11=0/66 BOT CHORD 2-14=-158/2713,13-14=-31/2224,12-13=-31/2224,10-12=-158/2713 WEBS 5-7=-2766/330,4-14=0/1259,8-12=0/1259,3-14=-916/158,9-12=-916/158 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. �! OF NE�V 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. L 6)All plates are M1120 plates unless otherwise indicated. �Q P,STP.Z O 7)Ceiling dead load(5.0 psf)on member(s).4-5,7-8,5-7 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.12-14 2 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 2 and 87 lb uplift at joint 10. r LOAD CASE(S) Standard 2 z crl N0.67A02 A�QFESst0N July 6,2005 A WARNING-Verf/y design parameter and READ NOTES ON TNIS AND INCLUDED P07'EE REFERENCE PAGE MU-7473 BEFORE USE. ENGINEERING BY Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design poramenters and proper incorporation of component is responsibility or building designer-not truss designer.Bracing shown TRENCO is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A bit T��k Alfiiiat� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 818 Soundside Rd Safety Information available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. Edenton,NC 27932 Job ti Truss Truss Type Qty �PlyHilltopCons.#20763820/36Richardson St. E2529711 BISHOP T01A STUB ATTIC 3 Job Reference o 8onal Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Jul 05 12:31:57 2005 Page 1 �2 3 12 8-5-8 14-7-4 1 17-3-9 I 20-5-8 ?1-4-9 2-3-12 6-1-12 6-1-12 2-8-5 3-1-15 0-10-8 q�= Scale=1:53.3 4 8.00 12 3x5= 3x5= 3 5 2.4 11 2.4 11 2 6 5x6 i 1 2x4 7 8 9 n Ia 13 12 11 10 4x8 3x5 II 10x10—_ 6xl2 M1120H= 4x5= 2-3-12 14-7-4 20-5-8 2-3-12 12-3-8 5-10-4 Plate Offsets(X Y): [1:0 2 8 0 2-4] [4:0 3 0 Edge] [8:0-1-5 0-2-0] [12:0-3-8 0-6-4] LOADING(psf) SPACING 2-0-0 CSI FL in (loc) I/defl Ud PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.95FD;E rt(LL) -0.61 10-12 >397 360 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -0.73 10-12 >330 240 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code IBC2000/ANSI95 (Matrix) Weight:1341b LUMBER BRACING TOP CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 3-7-13 oc purlins, except end verticals. BOT CHORD 2 X 8 SYP 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 3-7-0 oc bracing. WEBS 2 X 4 SPF Stud `Except` WEBS 1 Row at midpt 3-5 1-13 2 X 4 SPF No.2,1-12 2 X 4 SPF No.2 REACTIONS (lb/size) 13=2022/0-5-8,8=1950/0-5-8 Max Harz 13=-258(load case 6) Max Uplifi8=-86(load case 9) Max Grav13=2022(load case 1),8=2251(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2008/161,2-3=-1763/250,3-4=-137/259,4-5=-60/343,5-6=-1686/242,6-7=-2227/173,7-8=-2801/209,8-9=0/66, 1-13=-3129/176 BOT CHORD 12-13=-172/243,11-12=0/1540,10-11=0/1540,8-10=-99/2207 WEBS 3-5=-1727/231,2-12=-157/714,6-10=0/801,7-10=-909,163,1-12=-78/2359 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=3.Opsf;Category It;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. ��pF NIE 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. Q P,STR,Zy 6)All plates are M1120 plates unless otherwise indicated. 7)Ceiling dead load(5.0 psf)on member(s).2-3,5-6,3-5 Q k 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.10-12 * Q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 86 lb uplift at joint 8. (— LOAD CASE(S)Standard 2 ? (Pfi4 A.(o.67�02 ARopessto" P� July 6,2005 A W valid f r u'er{(y design parameter and READ N0783 se only AND parameteWUMFDrs s shown, H REFERENCE PAGE 1ua 7473 BEFORE USE.component. ER � Design valid for use only with MTek connectors.fits design is based only upon parameters shown,and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding TK 9.tAr Lk Alfiliat� fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component 018 Soundside Rd Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,wl 53719. Edenton,NC 27932 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' *Center plate on joint unless x,y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft-in-sixteenths Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and securely seat. diagonal or X-bracing,is always required. See BCSI1. 2. Never exceed the design loading shown and never -'/16" 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS C,-2 C2-3 3. Provide copies of this truss design to the building designer,erection supervisor,property owner and o WEBS A5,j, 4 all other interested parties. * U ��' �� 3p 4. Cut members to bear tightly against each other. For 4 x 2 orientation,locateUplates 0-'ad'from outside a C7-(i C6-7 a 5. Place plates on each face of truss at each edge of truss. O joint and embed fully.Knots and wane at joint CS-b � BOTTOM CHORDS locations are regulated by ANSI/TPI1. *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI1. connector plates. * on details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber Plate location software ti upon request. shall not exceed 19%at time of fabrication. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted,this design is not applicable for PLATE SIZE THE LEFT• use with fire retardant or preservative treated lumber. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to 4 x 4 perpendicular to slots.Second camber for dead load deflection. dimension is the length parallel to slots. 10.Plate type,size,orientation and location dimensions LATERAL BRACING CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. 11.Lumber used shall be of the species and size,and Indicated by symbol shown and/or BOCA 96-31,95-43,96-20-1,96-67,84-32 in all respects,equal to or better than that by text in the bracing section of the specified. output. Use T,I or Eliminator bracing ICBO 4922,5243,5363,3907 if indicated. 12.Top chords must be sheathed or purlins provided at s SBCCI 9667,9730,9604B,9511,9432A pacing shown on design. BEARING 13.Bottom chords require lateral bracing at 10 ft.spacing, Indicates location where bearings or less,if no ceiling is installed,unless otherwise noted. (supports) occur. Icons vary but 14.Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. a ® 15.Do not cut or alter truss member or plate without prior approval of a professional engineer. M Industry Standards: ® 16.Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal M iTek Plate Connected Wood Truss Construction. : Design Standard for Bracing.BCSII: BY i REM BCSII: Building Component Safety Information, Guide to Good Practice for Handling, AMiiek Affiliate Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 0 2004 MITek® . n Permit Number REScheck Compliance Certificate Checked By e New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:Mr.&Mrs.David Bishop COUNTY: Warren RECEIVED STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached I or 2 Family N :`; HEATING TYPE:Non-Electric TOWN OF QUEENSBURY DATE:05/17/05 BUILDING AND CODE DATE OF PLANS:May 05 PROJECT DESCRIPTION: Addition DESIGNER/CONTRACTOR: Hilltop Construction COMPLIANCE:Passes Maximum UA=76 Your Home UA=70 7.91/6 Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral iling(no attic) 200 38.0 0.0 5 Wall 1:Wood Frain , 16"o.c. 320 21.0 0.0 14 Window 1:Wood e:Double Pane with Low-E 72 0.340 24 Floor l: Slab-On- rade:Unheated 40 10.0 27 Insulation de :4.0' Boiler 1:Other xcept Gas-Fired Steam),87 AFUE COMPLIAN E STATEMENT: The proposed building represented in this document is consistent with the building plans, specificatio ,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York§tate Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. .� �sR4tD AqC Builder/Designer C�i �rt Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:05/17/05 PROJECT TITLE:Mr.&Mrs.David Bishop Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: I Above-Grade Walls: [ J I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Floors: [ ] I 1. Floor 1: Slab-On-Grade:Unheated,4.0'insulation depth, R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. i Heating and Cooling Equipment: [ ] I 1. Boiler 1:Other(Except Gas-Fired Steam),87 AFUE or higher Make and Model Number ( Air Leakage: [ ] ( Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. { ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: ♦r �. [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ J I Cooling ducts with exterior insulation must be covered with a vapor retarder. L ] I Air filters are required in the return air system. L J I The HVAC system must provide a means for balancing air and water systems. i Temperature Controls: [ J I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I i Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating: ( ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the i water heater has an integral heat trap or is part of a circulating system. L J I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: L ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to In Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only)