Loading...
2007-495 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-,Building.&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070495 Application Number. A20070495 Tax Map No: 523400-301-006-0001-007-000-0000 Permission is hereby granted to: DAVID & SUSAN CUNNINGHAM For property located at: 8 PINION PINE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the QueensburyZoning Ordinance. Type of Construction Value Owner Address: DAVID & SUSAN CUNNINGHAM 8 PINION PINE Ln Residential Addition $150,000.00 QUEENSBURY, NY 12804 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency RL CHASE BUILDERS 20 MARION Ave SOUTH GLENS FALLS, NY 12803-0000 Plans &Specifications 2007-495 672 SQ FT RESIDENTIAL ADDITION 1ST AND 2ND FLOOR $80.64 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,August 20,2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before t4e expiration dote.) Dated at the T wn of ee u ay,August 20,2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ./..._..__--- OFFICE USE ONLY --------------------------------+ ;_<___,__- __--_- TAX MAP NO. PERMIT NO. FEES: PERMIT_ _ RECREATION ENGINEERING ; (If applicable) ; ...................... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: R L C� e � ' OWNER: b 4—C cSy q C.i ADDRESS: I a lficshtoA—- :.�G- ADDRESS: 2$ IPt,\-e LkA -� PHONE NOS. 3L13�5 Co 3L 136 S y PHONE NOS. 7 S 2(. s 3 7 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 11 dC C.A- PHONE: S��"• E LOCATION OF PROPERTY: Pi Ns I,;A-x Q 1V o tc,,L�4- , it/ %� SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z a F- 0 Ix d d wu- U) APPLY TO YOUR Z O (n a) w Uj PROJECT p t-= O-j u- W Q a S v LU Z <Q Q � d ?v (0 0U 0LL a = ots SINGLE FAMILY aL Z (o 7 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAA M E OF BUSINESS: ESTIMATED CONSTRUCTION COST:. �.ODG C,0 FUEL TYPE: HEAT TYPE:—"- *HOW MANY FIREPLACE(S):_jSLd-- AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? VD IS THIS A HISTORIC SITE? 0 PROPOSED USE OF BUILDING OR ADDITION: 6✓rV � ��`� p'S"�L`� 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys" available in our office B 3-LGL 11-05 QTown of Queensbury • Community Development Office 0 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? �V ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the abov Signed r Director of Building &Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ...................... , / ; ; , , Permission is hereby granted to the above This application / proposed action described oo Applicant to erect or alter the building ; ; herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. o Application: , / , , / , , , , , 0 1 o BUILDING & CODES APPROVAL ; ZONING APPROVAL , 0 0 , , , 0 DATE ; DATE 00 00 QUESTIONS? CALL 761-8256 OR EMAIL codes(a-)queensbu ry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: kj, Construction Classification: ��t"U✓� Assembly Occupancy Limit: Special Conditions: Town of Queensburyj - Community Development Office • 742 Bay Road, Queensbuny, NY 12804 �Pi� ✓ cJ 1(2) Residential Plan Review: One& Two Family Dwellings FulI sets of plansOver 1,500 sq. ft. —Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: dow Schedule With Glass Size Door Schedule/Main Entrance 36"Door ergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. "(h)x 20"(w)min. "Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade FanRequired ng Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where d Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise , Spiral Not Allowed From 2nd Story IVI S oke Detectors Battery Backup and Proper Location athroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides ling and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht VlfSafety Glazing Notes For Required Areas Garage Fire Separation k1grage Floor Sloped ttic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Queensbury Building & Code Enforcement - Residential Find Inspection Office No. (518)761-8256 Arrive: .2 am/pm Depart: am/pm Date Inspection request received: Inspectors Initials: NAME: PERMIT#: LOCATION: t DATE: TYPE OF STRUCTURE: Comments: Y No WA 4' Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof CwWlete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 khdhes or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /Handicapped RampCanpliant Grade away from foundation 6 inches with 10 feet 6 k h clearance to sill plale Gas Valve shut-off exposed/regulator 18 indnes above grade .40 Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kdchen watertight Safety glazing/Window in stairweAs safety g§KLng Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 indies(height)in accessible free 01 Crawl Spaces 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,d no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Enmwgency egrew below grade Gas Furnace shut-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area FumaceMot Water Heater operating Low water shut-off boiler IV Relief Va s installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodk Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pit hed Garage fireproofing I%hour fire door/door closer Dud work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Fk)od Plain Certification,if required Okay to issue C/C or C 10 Temporary/Pemonent L\Building&Codes FormslBuilding&Codesllnspection FomhslResidential Final inspection Form_rev1se0_100405.doc,Revised January 7,2008 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPALL CCE�ER��TIFICATE - ELECTRICAL APPROVAL Permit No..l .. .. l.t..l...(ert. N 0 11/4 5 9 Cut-in Card No..................................... Owner....... .......................C;�. .t .l.. .�? �.�y/�A�L ............................................................... ......... Location.......d........ NC.a. 10".AJ'5..... ...................................... = .Z,�.... Installation Consisting ��� j ./G.. % .. .... .......t......... . . :.. ;;4 ...... .... � .. .. . 0 ......................................................... ............................. .................................................................................................................................................... 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 ma ' inspections at any time, and if its rules are violated,the Q�Company shall have the right to � r k ce t is rtificaty` Date... !..-�r..t.J.................... INSPECTOR..,L ....... .... �L ............................................... Member N.F.P.A.,I.A.E.I. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp ctton r�uest received: Z G Queensbury Building&Code Enforcement Arrive: V ,1-4 "�rt: a pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initials. _ NAME: C vin PERMIT#: 67—L1 �S LOCATION: `�l r G�g � INSPECT ON: Z TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs J 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 '/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 h 5� 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 t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins c�ti ibequest received: Queensbury Building&Code Enforcement Arrive: am/ p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspec is Initials: �--� NAME: QV'.j A)(N 1�1,` PERMIT#: LOCATION: P(,J 1 y '1",y C— INSPECT ON: TYPE OF STRUCTURE: Framing _ / Y N N/A 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 i '/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 '/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 x a by Weyerhaeuser December 27,2007 Curtis Lumber Co.,Inc—Queensbury Attn:Kevin Havens 460 Big Bay Rd. Glens Falls,NY 12804 Attached are TJ-Beam®calculations based upon design information provided by Curtis Lumber Co.,Inc— Queensbury. These calculations can be identified by the following date and time in the upper left hand comer of each sheet: DESIGN DATE/TIME 12/27/2007 (u;11:37:55 AM The professional engineer's stamp on this letter verifies that the TJ-Beamo analyses for the member(s)shown conform to accepted engineering practice and use code accepted product design values. Each analysis reflects that the iLevel by Weyerhaeuser products,as shown,have adequate capacity for the loading conditions indicated. The input has not been produced nor reviewed for completeness or accuracy by a professional engineer. All notes,figures and design load information shown on these calculations must be reviewed to ensure the design loads,spans,bearing conditions and deflection criteria are acceptable for the specific application. Also,please verify that the 9roducts installed have the"Silent Floor","De","Microllarno LVL","Parallam�PSL",or "Timberstrand LSL"markings to confirm that this letter is valid for the products used. Please feel free to contact me if there are any questions regarding the analyses. Sincerely, Kathy J. Structural ram Engine" ®59153 VAINYA Northeast Technical Support ♦360 Route:101,Suite 2 ♦ Bedford,N1-103110 Phone 866-295-2170 Fax 603-218-6167 Pg1of2 f f LMJ' 2 P /cs of 1.75"x 7" 1.9E Microllam®LVL 0 o& eta Ti-Beam®6.3 Serial Serial Number:700YMPRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE M User:4 12f2712007 11:37:537:55 AM; Pagel Engine Version:6,3014 APPLICATION AND LOADS LISTED Overall Dimtenmign:27' pq AN diMerAdii are borizoaW. P is concept". LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:2' Primary Load Group-Snow(psf7:50,0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpilftlTotai 1 Stud wall 3.50" 1,50" 637/328/0 1964 Li:Blocking Custom Blocking 2 Stud wall 12,00" 2,24" 2257 t 1072/0/3329 L1:Blocking Custom Blocking 3 Stud wall 12,00" 1,50" -841!-211/-1053/-1053 L1:Blocking Custom Blocking 4 Stud wall 150" 1 50" 393120210 1 595 Lt:Blocking Custom Blocking -See iLevei©Specifier's/Builder's Guide for detaii(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1867 1703 5353 Passed(32%) Ltend Span 2 under Snow ADJACENT span loading Moment(Ft-Lbs) -4148 -4148 7664 Passed(54%) MID Span 2 under Snow ADJACENT span loading Live Load Deft(in) 0.374 0,528 Passed(1-/508) MID Spar:1 under Snow ALTERNATE span loading Total Load Deft(in) 0,566 0,792 Passed(L/336) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:HIGH(LUL/360,TUL/240)._ -Uplift exceeds 1000 Ibs for unbalanced lead. -Bracing(Lu):All compression edges(top and bottom)must be braced at 20'11"c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability„ -The load conditions considered in this design analysis include alternate and adjacent member pattern loading,. -Design assumes adequate continuous lateral support of the compression edge, ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by iLevei@. Allowable product values hown are nce with current;Level®materials and code accepted design values. iLevel@ Engineering has verified the analysis.The input loads and dimensions have been provided by others( �n i ta_y E!1�.(e_L >and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLeve!®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, -Allowable Stress Design methodology was used for Building Code IBC analyzing the!Level@ Distribution product listed above. -Note:See iLeveI0 Spec!fier's/Builder's Guide for multiple ply connection. Operator Notes: SEE SHEET ONE FOR ADDITIONAL INFORMATION PROJECT INFORMATION: OPERATOR INFORMATION: 8 Pinion Pine Rd, I<ris[ina Tacito-Hansen 4ueensbury,NY ;LEVEL by Weyerhaeuser(KTH) 360 Route 101,Suite 2 Bedford,NH 03110 Phone:(603)-472-6730 Copyright ® 2007 by iLevei®, Federal Way, WA. Microllam® is a registered trademark of iLevei'$, Rough Plumbing / Insulation Inspe tion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: �am/pin Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ,f; C./ 42 NAME: 6PERMIT #: LOCATION: °� Lh INSPECT ON: - `U TYPE OF STRUCTURE: Y > N/A Rou h Plumb14j Nail Plates Plumbing V t Vents in Place 1 2 fnc minimum Drain Size Washing Machine Drain 2 inch minimum Cl anout every 100 feet change of direction P eesure Test- Drain / Vent J Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ressure Test Water Supply Piping Air / Headf-t-� 0 P.S.I for 15 minutes r Insulation Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation if,required unheated spaces mbustion Air Supply for Furnace --H uct work sealed properly No duct tape f�geo�fofl F-cA.) COMMENTS: L-Vam Whitinouilding&Codes\Inspection Forms�Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report l Office No. (518) 761-8256 Date In7snitials ' request received: Queensbury Building&Code Enforcement Arrive: am/ m epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspecto : NAME: PERMIT#: LOCATION: /,tJJy //1J INSPECT ON: - - C D? TYPE OF STRUCTURE: Y N N/A COMMENTS Framing � f�P / p pn A Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging 1 Q v g J 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 1/2 w 16 au a 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 paration 1, 2, 3 hour e wall 2, 3,4 hour Firestopping AQu Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade YW /0., /Z . �I-A L)fa Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection, equest received: Queensbury Building&Code Enforcement Arrive:�am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: G� NAME: PERMIT#: � LOCATION: n►bk-,- h INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers I Jack Posts/Main Beams j Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. j Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/s w) 16 gauge 8 16D nails each side I Draft stopping 1,000 sq. ft. floor trusses or is or less on center Ice and water shiel 24 inches from wall � ire separatio , 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade TI,t-L) I -� Framing/ Firestopping Inspection R ort Office No. (518) 761-8256 Date Inspection-request received: I�7 Queensbury Building&Code Enforcement Arrive: �y /5 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's s init—ials: NAME: h, I A PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC Y N _ N/A COMMENTS amin C C� Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly i 12"O.C. Headroom 6 ft. 8 in. i Stairwells 36 in. or more Headroom 6 ft. 8 in. i Notches/Holes/Bearing Walls f Metal Strapping for Notches Top Plate j 1 '/a w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 6 ft.or less on center Ice and water ield 24 inches from wall ration 1,2, 3 hour Fire wall 2, 3,4 hour i Firestopping Penetration sealed i 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 Report �- Office No. (518) 761-8256 Date Inspection request received: f u Queensbury Building&Code Enforcement Arrive: am/pm Depart: Irtt am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: A- 4 _ NAME: (fixhvX;' i°'"` PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N /A 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 j 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 ce and water shi d 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping i Penetration sealed ' i 16 inch insulation in cavity min. Garage Fire Separation House side I/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 Lt9�' Foundation Inspection Report Office No.(518)761-8256 Date In ctionnest received: rQ d Queensbury Building&Code Enforcement Arrive: .2"S am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials. NAME: OPERMIT#: 7— LOCATION: d INSPECT ON: 7 TYPE OF STRUCTURE: _ J . T qa -471�4 Comments C4 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 a of the concrete. 1 �t� M for this purpose on site. oundation/Wallpo Reinforcement in a Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection est the : p Queensbury Building&Code Enforcement Arrive: 't O Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initial : 4 NAME: P T#: LOCATION: b S ECT ON: -- TYPE OF STRUCTURE: - Comments Y N N/A Footings Piers no` i Slab Reinforce in Place The c tractor is responsible for iding protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report L --- Pe RP Office No.(518)761-8256 Date In lion re est r ed t.6 L( d 7 Queensbury Building&Code Enforcement Arrive: m Depart: m 742 Bay Rd.,Queensbury NY 12804 Inspector's Initial A NAME: H P T#: LOCATION: SPECT ON: C 7:r C r c ,}f07 TYPE OF STRUCTURE: Comments Y N N/A Footin 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&CodesVnspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM j M t Zi75 Oi� i REScheck Software Version 4.0.1 Compliance Certificate Project Title: Dave & Sue Cunningham Report Date:07/18/07 Data filename:Untitled.rck Energy Code: 2000 IECC Location: Glens Falls, New York Construction Type: Single Family Glazing Area Percentage: 12% Heating Degree Days: 7635 Construction Site: owner/Agent: Designer/Contractor: 8 Pinion Pine Lane Queensbury,NY 12828 Gross ca,6 Glazing UA Assembly Area or R-Value R-Val ue or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 716 38.0 0.0 21 Skylight 1:Wood Frame:Double Pane with Low-E: 5 0.500 3 Wall 1:Wood Frame, 16"o.c.: 840 21.0 0.0 42 Window 1:Wood Frame:Double Pane with Low-E: 101 0.310 31 Basement Wall 1:Solid Concrete or Masonry: 432 0.0 11.0 31 Wall height:8.0' Depth below grade:7.0' Insulation depth:5.0' Furnace 1:Forced Hot Air:89 AFUE Air Conditioner 1:Electric Central Air: 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. IN RX 11-f`fy5 Name-Title Signature Da e Dave&Sue Cunningham Page 1 of 4 . .. -- .' r S REScheck Software Version 4.0.1 g , Inspection Checklist Date: 07/18/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments- Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,8.0'ht/7.0'bg/5.0'insul,R-11.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Wood Frame:Double Pane with Low-E,U-factor:0.500 #Panes Frame Type Thermal Break? Yes No Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:89 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air: 13 SEER 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 are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Dave&Sue Cunningham Page 2 of 4 Duct Insulation: Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-8.0. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Dave&Sue Cunningham Page 3 of 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 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 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Dave & Sue Cunningham Page 4 of 4 t Fo t t o� 3 rip Q 5� o X Ln m h h � (O 2 �G � z p p G �