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2005-092 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050092 Date Issued: Wednesday, June 01, 2005 This is to certify that work requested to be done as shown by Permit Number P20050092 has been completed. Tax Map Number: 523400-316-006-0001-003-000-0000 Location: 236 BIG BOOM Rd Owner: RONALD & SHARON ROBILLARD Applicant: RONALD & SHARON ROBILLARD This structure may be occupied as a: Residential Addition-FAMILY ROOM By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050092 Application Number: A20050092 Tax Map No: 523400-316-006-0001-003-000-0000 Permission is hereby granted to: RONALD & SHARON ROBILLARD For property located at: 236 BIG BOOM 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. Tyne of Construction Value Owner Address: RONALD & SHARON ROBILLARD Residential Addition $15,000.00 236 BIG BOOM Rd Total Value $15,000.00 QUEENSBURY, NY 12804 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications A2005-092 832 SQ FT RESIDENTIAL ADDITION (FAMILY ROOM) $99.84 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 10, 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 ofa—Akorcement sbu y, March 10, 2005 SIGNED BY w--�- for the Town of Queensbury. Director of Building& Permit No. ' "C' Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application tom` 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. Applicant/Builder RMAC6 XQ&UA4b Owner: ROKIALb+6#,4A6&J A6B1itARb Address: 236 Bl(o 800 r11 A b Address: 436 616 B001V �i'6, 5 v " ©Uf,irJ6AuR.0 , ,UU Home Phone: 5"l8-793- 6,11 Home Phone: 671 S- 2 Email Address: /hAJ& Email Address: A)41 Cell Phone: ,uoAJ,�, Cell Phone: A70A1L FAX Phone: kf p141& FAX Phone: AJUA1£ Person responsible for supervision of work with respect to building and codes compliance: Name: 96MAL6 &Q,611`.RR6 Address: ?36 616 awal Phone Location of proposed construction: Lot No, Legal Address:c?,6/, &0/1) 9b Tax Map Number: 316,6 "1-3 Subdivision Name: Estimated Cost of Construction: $ l�g6 00,00 ED FEB 2 2 2005 Proposed construction is for: &Residential Use _Commercial Use TOWN OF QUEENSBURY Name of Business: ZONING OFFICE If proposed construction is an addition,what will use of new addition be? Am 11 4 866M New Addition Alteration Proposed Construction 1st Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ft. Sq. Ft. Square feet Height Ft.8 in. Sin ale-Family Dwelling Two-Famity Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil Gas, Wood, Forced Hot Air Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes No 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 locatio new con Lion. Date: %Z' Z110 Applicant/Builder Signatu The application of 61;1 0 �� ��rQ�}"76 WC'dated 0 O is hereby approved and permission granted for the construction, reconstruction or alt to of a i and or accessory structure as set forth above. Date: o LrC Authorized Signature: L:\Sue Hemingway\Building.Permit.FO RMS\Principal Structure Permit Ap ication.doc V:12/14/04 _nctzl R Check Residential Plan Review: One&Two Family Dwellings ,J Y/N/N/A (2)Full sets of plans _ _ Over 1,500 sq.ft.—Stamped L0 PLL i )C,AT%o TPlMV Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: ►JeT owe �rP�iJ� ✓ Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans i Foundation Drainage On Plans,if required ,► 6"Drop in 10'Exterior Grade 2L-bTuD ANcA.) Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where 0©'T,btb01�t l) Re wiredE e U> F 0 L-t— VEAP4r Ice and Snow shield 24"Inside Exterior Wall/2, de Knee Walls Wp►L\- Platforms At Exterior Doors 5 Stairway Headroom 6' 8'All Stairs 36"Width ` Stair Run and Rise Winder Run and Rise �> Spiral Not Allowed From 2 md Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. e Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic 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 CE i WINDOW SCHEDULE FEB 2 2 2005 lob Site/Address: J,3i 616 6WM Rb Date: TOWN OF a EENSB RY 3wner: &06ILL 6 A Application No. 4vIqtjiG OFFICE Window Window Window Unit or Rough Rough SQ.FT. SQ.i=T SOFT. Clear Clear Special Hardware Jumber or Manufaturor Model Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height able Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size 4J 56 lV \ r 4 f J�0 6 I ! , Y r "r 0 ✓ 5 41 l } !1 �© x ,+�? r3 /°� d//to J �•� L Example Entry A Andersen Narrollne 3062 3' 2 6'6% 15.30 8.36 6.01 34 241613511 Tempered Double 1/3" 11116 Glazing Hun Mocumenis and Scttings`Suc%ocal SettinoTemp\Window Schedule doc ,", "o"IN Job Site Address: J+3� diG B60a) � Date: ' Owner: Application No. File No. Building Permit-- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks I Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet r t t k 1—%SucHe,ningWZ"Uilding.PermiLFORMS)NaLLighL Vendl.Ca lculation.Sheet.doc Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit 2005-092 Phone:(518)761-8256 Date:3-10-2005 Fax: (518)745-4437 Email: codes@queensbury.net Dear Mr.Robillard Your building permit application has been reviewed and found to be deficient in the following areas: Vl)/,< floor plan of the existing Is'floor is required showing all bearing walls for support of new 2"d floor. Your plans will be required to be stamped by a NYS licensed engineer or architect. 3 Design loads are required on plans.(Ground Snow Load 70 psf, Floor Load 40 psf and 90 mph Wind Load) 1/4),A full cross-section is required for the 2"d floor addition showing existing 1 st floor bearing wall locations. 5 Ice and Snow Shield not shown, must be on full cross-section installed at eaves up roof 2'-0" from inside face of e terior walls. J6)Xo details on stairs must have dimensions of risers,treads, and 6'-8" head clearance. jNo details on guardrails and handrails at stairs such as height of railings, guards andspindle spacing. J8�A 30"x 22" attic access must be shown on plans for new 2nd floor roof area. A Smoke Detector is required on the 2"d floor and must be hardwired and battery back-up. These details need to be added to or noted on both sets of plans. Please feel free to contact this office with any questions regarding this matter. Sincerely, 'BUILDING• CODL� FICE r CADocuments and Settings\johno.000\My Documents\Residential Plan Review.doc Queensbury Building & Code Enforcement - Resi nt' 1 inal Inspection ANt' '`16 ^-Alt Office No.(518)761-8256 C1 Arrive: pm part: ary/ Date Inspection request received: Inspector's Initials ` NAME: P IT#: 2 oo S — O'/Z LOCATION: 3(p 16)4- SMAA (Z:,D• _ D E. TYPE OF STRUCTURE: Comments V N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 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 %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 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/Wind w in stairwells safety glazing Interior Smoke Det tors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no windows t ti lam LA& Plumbing fixtures ' `}m i �l Foundation insulation VC) 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 S ' er Flood Plain Certification, if required Okay to issue C/C or C/O f Tem rar /Permane L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 1'Queensbury Building & Coe nforcement - e ' en 1�na Inspection Cam= Office No.(518)761-8256 Arrive: am/p art: Date Inspection requ st received: Inspector's In ials- _ NAME: PICA() R(�D IT#: rR LOCATION: e A E: — c TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 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 im or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railin s 34 in.to 38 in. Platform at all exterior doors 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 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 Ternp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight 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 Y VC)+ 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 Certification, if required Okay to issue C/C or C/O Tern or Permane L:\PamW\BuildinQ&Codes\Insvection Fortes\Res. Final Inso. form 2.docLast vrinted 2/12/04 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re e i Queensbury Building & Code Enforcement Arrive: -�, epart: t� 742 Bay Road, Queensbury, NY 12804 Inspector's Initi " ' NAME: +.—A9Z2 PERMIT #: LOCATION: 73 4i�>0r'� INSPECT ON: W-- 27-riiE� 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 Air / Head 50 P.S.I for 15 minutes Insulation / 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&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque . e Queensbury Building & Code Enforcement Arrive: epart: _ =0t7 742 Bay Road, Queensbury, NY 12804 Inspector's Initia \ NAME: D 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 eve 100 feet / change of direction 00 Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P . for 15 minutes ulation Residential Check/ Commercial Check GG L c 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: P-\t LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping P p Inspection Re ort Office No. (518) 761-8256 Date Inspection r ue t r ceiv'd: Queensbury Building& Code Enforcement Arrive: am/p part: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Ini ial NAME: t r PERMIT#: " LOCATION: INSPECT ON: TYPE OF STRUCTURE: i Y N lv/a COMMENTS ming 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 t Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour m 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 L:\Sue Hemingway\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report e Office No. (518) 761-8256 Date Inspection req t. ei)ed: Queensbury Building& Code Enforcement Arrive: _ p part: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial hi NAME: �i� PERMIT#: ! LOCATION: c INSPECT ON: TYPE OF STRUCTURE: Y N /A Fr ing COMMENT Jack Studs/Headers Bracing/Bridging _ Joist hangers Jack Posts/Main Beams c 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 LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ iv d: Queensbury Building& Code Enforcement Arrive: a pm Depart: arr 742 Bay.Rd., Queensbury,NY 12804 Inspector's Initial NAME: _ � L��.Ae—V .RMIT#: _ Z6 — �LZ LOCATION: a g�f.� gp �rj _ INSPECT ON: TYPE OF STRUCTURE: Comments Footings .._.----__—__-- (`� 1 UP'o 11� �,�{�..i Piers V Lbc�,e_ IA—Z V-%6�5 Monolithic Slab IF—IK'" 'C le. ��ilQ 1� t�►iS��iatirr.�` u1�'11,j,_, Reinforcement in Place �i ���• The contractor is responsible for I • 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. L:\SucNcmingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28.2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ e Tv d: _ Queensbury Building& Code Enforcement Arrive: aI p part: '-oo a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. - Al NAME: , G3 p 'o PERMIT#: 9 LOCATION: INSPECT ON: TYPE OF STRUCTURE: U f &;6 -7q 3 7/ir7/w Y -7N N/A aming COMMENTS Jack Studs/Headers OK' Tb Bracing/Bridging I o�_ r--MC7\ \>J i Lt — Joist hangers t3v=�V T0 Jack Posts/Main Beams N�-tZJ l � Exterior sheeting nailed properly 7D 12"O.C. 1 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive:3.;/)- am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: C (, \C:�j 1� �C� PERMIT#: 0 09 LOCATION: r, INSPECT ON: TYPE OF STRUCTURE: rJC�� Y N N/A COMMENTS aming , Jack Studs/Headers Bracing/ Bridging Joist hangers r—_ Jack Posts/Main Beams CAI! . �� Exterior sheeting nailed properly 12"O.C. t CD /c� C= �i� �E Cv�sfretif Headroom 6 ft. 8 in. L Stairwells 36 in. or more M, _1W4 /ate 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 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 % 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:\SueHemingway`Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report 'ON Office No. (518)761-8256 Date Inspection re st r cei d: Queensbury Building&Code Enforcement Arrive: pm D a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s- NAME: n'a PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging A tZ(:,t+Z�, a Joist hangers 6 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 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 '/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 LASueHemingway\Building.Codes.Inspection.FORM STraming Firestopping Inspection Report.doc January 28,2003 Elixir.lout 9 112-TJW 230 t@ 16"dC "W z `i'*o0°skm 1.65 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN �qa, enon.wnbn�.t6.s CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:32' OWNS Product Diagram is cmeeptuai. Ana)ysis is far a Joust Member. Primary Load Group-RBI-Living Maas(POO:40.0 Live at 100%dura6an.12.0 Deed $UPPORT3: I Input 9" Wradl Resali0ns PM) D" Ofhar Wild fb Leaglh Lir'4lD4*dAJp1W*W 1 Stud wat S.SM 4.2b" 3961100/a 1484 A3: Rim Soard 1 Ply 1 114"x 91/2"0.8E TJ-5vand Rka Boards 2 Stud wail 5-W S AV 1042/313 10 t 1364 83 None 3 Stud wall &W 4.29' 386/10D/0/4t14 A&Rim Aoerd 1 Ply 1 114'x 91 t2"(L8E TJ-Shand Rkt Boob® -CAUTION:PWquWd bearing)en*(s)eo=W ft nsin Ywm shown in the TJ Buldws guide 16F sigle famh residential appikations. Umlts:EN supports, 3 112'.R0madlate supports.3 Vr with vmb stl%nars and 5 W without web stillan ors. ,Sw TJ SPE:IFIER'S IBUILDERS GUIDE for detad(s):A3 Rim Sowd.83 DE31GN CO#iTFLM: liaxiseufn Dw4r Coelroi Control Location Shear(lba) 677 U''l.4 1463 Passed(4A) Lt and Span 2 under Floor loading Vertical Reaction(Its) t384 1354 279D Passed(49%) 3eankq 2 under Floor loading hi men'(Fi41s) -P11 S -2116 3175 Passed(57%) Bearing 2 wKW Floor loading Live load Ong Wi) 0.247 0.391 Passed(U78D) MID Span 1 under Floor ALTERNATE soon loading Total load Del(in) 0.291 0.781 Pawed(U644) MID Span 1 twder Floor ALTERNATE span toadog TJPro 38 Any Passed Span 1 -Woolibn Cr da:STRh1DARD(IiU4KTLJJ244 -Deflection analysis is based on composite si�dm wgh sbVb foyer of 23W Parrels(24'Stern Raft)GLUED S NALED wood dsaing. -Bradrg(Lu).All compression edges(bp sW bottom)must be breosd at 4'3e do unless decried otherwise. Proper attedtrnent and poakoning of lateral bracing is naquired so ad"ve memtser sWAy. -The bail condipons oonsidered in this design waty"include nhwnate member pattam Goading. TJ- ro TIC TAN -The TJ-Pro Rating Systan value prevldes additional floor performance infornudim sari is based an a GLUED b NAUD 23W Panels(24"Span R, ag)decking. The controlling Span is supported by walls. Additional considerations tar d*noting include:CeiBtg-None. A structural anW"is cf :he deck has nct oven peffaTned by fha program. Comparison value:1.47 pagj=INE26MINTMIR 9PERATOR,lNFORMATM: Robillard Mark Johnson 236 Sig Boom Rd TAS Joist Rusenebury'NY 7 Lakeridge Dr. Meeha nkVills.NY 12116 Phora:(516)999-5a01 Fray :(51a)888-5332 a#rrtsoMl3a�trus jo�sl,com �c�fv-iaht " 2907 by"�-ss nsC. l geYe::eecsar a,.;tue,p .,:i, and TJ-Be7si em :eel,Ct:reA ttcdeaa2Y_ at "rue .Dist. n-I and Ti-FrIl xro eradewrta of run ::2_ - L5469 Markl R1 Quentityi O Typal 6.3 Spent 320000 Pl-Hlt 5 Left OHt 1- 0- 0 P Right Wit 1- 0- 0 P Page 1 ML5469 FENIMORE C-Q IRV QUEENSHURT BRANCH PLATES CBMTERSO C8I 8=ZR LUMBER LIiTIRAL SRACINOe l9AXI14UN RSACrIONS. Common Truss NOVAS "OINTB 8%CBQTt TOP 0.94 7K 4 SD-61 TOP CRORD - CONTINUOUS JT RSACr ACT NID RMQ NE) Total Design Loads ID141 1. TRUSSIS NANVFACTURRD BY - P02tTE SIZE A T 8TN 0.87 2x t SP-89 ATM CRORD - CONTINVOUB 689 IN-Bx IN-8I TC 109.70 A to 104.20 8 SARA70DA LUMBAR TRADERS 5.00[t17.00 5.19 2.99 was 0.76 2x 4 BPP-02 A 2909 S- 8 3- 7 3C 108.20 A to LO1.20 C 2. EMPIRICAL ANALOU IS USED. 4.00x 6.00 CNTR 2.54 WGI 2x 4 SPF-03 C 2897 5- S 3- 7 SC 400 A to 400 C 3. MIND LOADS - ANSI/ASCE 7-96 5.gOx12.00 S.39 2.98 1102 2K 4 SPr-62 TRUSS IS DSSIGNBO AS A 4.00x 9.00 1.96 L.75 UPLIFT POUND AT OBARINOS NATO(WIND-FORCE R8$ 41YSTEN 4.00N 9-00 5.03 1.75 RBDE1'IrIvn ma"SR INCRaksms. BRA UPLIFT ORO UPLIFT IeOR IXIZR20R E0109 LOCATION FS 15.0% PT 0.0% PC 0.0% LSS LEB WIND SIIIBD - 90 NPM t A 248 C 246 MaAN ROOF Imam - 25- ' IIPOEI)AE CATIOORY - C DULL DEFL s 0.71s IN A-B OCCUPANCY FACTOR - 1.00 LL DBFL a 0.45" < HRG-SPAN(160 RNCLO860 BUI1'rDING. SPAN/DRY& (DLa LL1 . 539 VC OIAO LOAD - 6.0 par eC OIAO LOAD s 4.6 PSP 4. ROOr SHOW LOAD PAR ASCU 7-99 GROUND SNOW LOAD . 70.0 PSF RAIN WAD NOT RABID IMPORTANCE TACTORt 1-00 T16I11MAL FAC700t 2.00 WCFOSURI FACTOR% 0.90 I9AL,11N1AL LD FAC-0-63,1.670 S. PIIEU6NT TRUSS ROTATION AT HO 6x6- ALL :HARING LOCATIONS. J )Vf 4_1 8 MH 4.16. ANCHOR TRUSS /OR A T07AL HORIZONTAL WAD OF 125 LBS. TrU -.s _TCU -T 2x411 I '.`-�K 2x411 E U ti H 1x6 lxf.- SI 7-4-13 Liz 2X4 Ffl 7-0-1 N3 •y\ TCL W2 `\ M2 W3 TCL W3 ... F `.. % \ t 4,,9 t'nfasll '11j-iasA-Ah4iw x,598 W 'A)fl t.i��;nsc k:A77J 1-1 .P, 2�tuv x 7aY� ,�tRlress:!'.O.[k>t 2R4N1ti:.,i.nntfa,!'I i fa':? 9 3 0 a 9 Ic-o u -. I 1177 21i 2 1't 1 12 Ll O ALL PLATES ARV LOCK24) 1� E T S TUNED HY4 bbias BAglOeeri", Inc. RIPER TO ROABINS ING. OBNBRAI. (Yale Scaled:3A 2005 Box 200055 Maras AND SYMAOLS SURAT FOR mpa. PL 311. ADDITIONAL BPICI PI CAT IONS. Robbins Engineering, Inc./Online Plus" APPROX. TRUSS MSIANT+_2q_1.5 Las goals, 0.159- . 1' ROUBINSLUCK cwaamc pukt(lOL+p+1r 1Let1_AS1 la A65)SiSGr+14 10)A1.+Ah� Rdrblm Ertl.Ca bunr+o rsyKmldllyIN Jx txt{Ibe OI IYenl ta,r Hh-kkjw - ----_v-- -'-'- ipplMOosbn08Gn errret ncxhjnim Cml»At pinra e.n7rAt tlRnurwlRrvalu ly psnruntnlln+ubraciAl,RtRrie liYD 4t sf peLlAladty lheTnne Pint lrsbhAc,$91 Loadcase Nl Debignera LUCAS AIL eitcltalsla0'nxnsiaw.UMlrAawlemi•.cfnQraiaiby."f,I1111,uinpbtan.+ lY[trolrinDric[,5u3e200.M7r1iiotZ4YlStnlr{IISI7It.P++Mlrtltrt[tir�iNl4Y��t Te Live 44.2 pet Cheakert NONE ASSIGNED pvsOtt soh/+%thM&a m.i.anallYti iAe WA td)a MN No Mtse rrwhw�nrt <r+timwdln ankga6ssiaul td.iee totamlry6pern ewtinn bt++iNtbp[tat q.0 Dead 10 si Revieasrt PLuwasrta�n.Sp4ti:arty MhtRlflD'AR O+enAfpW alYr+rt�'DfYMel at nc4 i.rtriry Ani'dwrrirkrW'.Care thneldbtlabNtO prerwl d.nudtdui.r fibrkstlrrrt, D ad,rs+kwirr4iraltJ WM+.ia.0414"s AW 61.0ullsn 5ha114s Pahaer'[d on np+psrene +enrw.thippinl-d timli-TW."I bons,41rmdt sh+R t.r r14.IwWy broad in tlt OC LLve 10 PFC Deeignedt •rL[I+Drop+rttl_y6S8t�fnt l'•Ins and PLkt.Ihh dnire Mgt prclu,ol in of-4-, W.. of+Irt,OrieptRriOid[aHrJ atsptaN.tty.11 it#0 trlPrnn R.dier nfaMn to BC Uead 10 of Rev Iro, wifk'Nalim+l f7esjln k xi Mau fm Suus-rinrkLrurLeranl ib NuaiinR.' rcK,n,ieih+lea hsigriwlk NAlrtduathi..lrvwirrie,unt ur e..o:A rlra[r.ew[draf ? IA►PA1'fMisn il+aif litrrlhtl.iPlfa lktJYW[CuenecltJ blond Temen I'I rl>. 6ka+irgR,t4d by roe ieruvuc a4,Jxrr ll.ttra,b i�iDerrd l.y�lK r-,al trtlldirr[ak ur 7'uteL 19.1 pat Rev Data: +nJ11VD0tt1y+CNaia6x"1r,anIJU3n birfor.r,letioaxacl nel[ Lumbar Of 1.15 Runt Date: 03/35JOS Plato BI 1.15 VOraiont 17.5.039 rrikV oflACOPY(HNNOL A101`411tClrR TRUSS spacing 24.0 ill, Drawin t ITIS'TNERCSIt7N51811.1 tY Op TIIEIAILiNN(SIN:SIONeIR ANU ikWSS PAH IU RgV1fIW 7111X UI41W INiA Ah P g B YBR)tY MAT DATA1NCLUDINO DIN"aALOAD300411APA 11PAR01 TiANINPIKSAA IAe.IRLW\ I.FYIA)I>. u F:rrkiiw.tvup,Inc7(.RAnra li+is*"A IO911.2Wa Vnabn 17..,.U30 E[+pinCAYUnq ReMcw DtOr`Yep ar1N2W51 5049 F%I 11.IO+r 1 aI To 50314 p I ab1 L5469 Marks R7 QUeatityl 0 Types TR span{ 320000 PI-Hll 5 Left OKI 1- 0- 0 P Right OR] 1- 0- 0 P Page 1 JOL5469 F=IMORN C-0 IRV QUEENSBORY BRANCH E LL PLATRB CRIFIVR60 Cox Bt SR LUNGSK LATiRAL DRACING. NAA WISH RBACTZONS. Cosswon Truss IS JOINT* 6xCMPT, TOP D.27 2x 4 SP-01 TOP CHORD - CONTINUOUS OT RRACT ACT MID Rtpp NID Total Design Loads 4pl!) 1. TRUSSRa NANUPACTURRD 8Y JT PLATS also X Y OTN D.13 ix ♦ SP-99 DTM CHORD - CONTINUOUS LDS, IN-SX IN•Sx TC 1DS.20 A to 10S.2e B SARATOGA LUNORR TRADING m A 1.00x 6.to 7.55 3.39 Won 9.24 2x 4 SDP-62 • 491 NIA N/A 'M 100.20 O to 100.20 C 2. NXPIRICAL ANALOG IS O/1O. ' N 5.00x. 6.00 3.00 3.00 •CONT1NUOv8 OSTMRRN A -C DC 409 A to 400 C 3. HIND Loam - ANSI/ASCR 7-98 W D 4.00. 6.40 CNTR 2.20 ROPHrrnvo IIRMSIiR INCRRASRSa TRUSS IS DESIGNRD At A (D If S.00x 4.00 3.00 1.00 PS 15.0% PT 0.0ti VC 010% UCL1p•I POUND Alf DRARI11108 ? MrII HIND-FORCE ASS IrYSTON CE C 3.00x 6.00 7.55 3.39 PRO UP1.10V"r DAG UPLIFT FOR BXI'BRrUR SONS, LOCATI01f jL P 5.00x 4.00 CNIR 3.00 LDS LOS WIND SPRXD - 90 NPN A -C 73 NRAM R00P I(SXGNT 2S• J BIPOSURR CATRODRY - C CE DL.LL D1YL - 0.03- IN A-D OCCUPANCY FACTOR - 2.00 IL Da PL - 0.01- a 090-SPAN1360 wmcoago, sUILDlNO. SPAN/DEPL 4DL.L6) a 999 'IC BRAD WAD - 6.0 POT _ SC LOAD LORD - 6.11 pop ~ 4. ROOT SNOW LOAD PER AWIr 7-to Refer7r to gonersl detl{ ND Il 1 aerie. GROU SNOW LOAD - 70.0 For for bracing and plating. RAIN LOAD NOT 11110'11 9E IMPORTANCE FACTDR. 1.00 7#1up Al.FACTOR. 1100 OAPOSVRB FACTORa 0.90 (DAL,UNSAL LD A&C-0.63,1.671 S. ANCKOR TRUSS Pot A TOTAL NO 4-1 f{C/ i-1 RORITI NTAL LOAD OY 125 LDS. I_ )IX 4 CC 2x911 U TCIJ2x41i DD {Ot qi 2x411 l 1 SPL 2x41f?CU L„ 2x411 5PL 5x6:z. 7.g 13 51 2x411 11 x 2x411 7-0-2 2x411 F /_ 5 r.5 „`Y 2x411 Es3C 6 3 - ti' -'.,�.M r A TCLe ICI. C T V Y .. HD 2x41I 7x4lf 2x46 1xg11 V:c4ll 2.411 5x6-: 2.411 2x411 .7x411 3x411 7x411 2x411 ]fI1 F])Ctil�li]>1r{�lltcei:"k7n K „a`;A.Alhani SPL tidr rrts f] (lox 2# , I ICi',nC c'n'C �t P() !)Dx 140655,"1' snlra 1� � o N 7'['. .r �. -..... tf.0_u 'i .- . . .i::-I)-11 a•-1 �. JI * t p�A s '.XVIENYD HY. Robbins oaglnseslmg, InC. RAPNR TO 00330INS sNO. GZHXAAL Oxtc SeRied:3/t6i200S PO Sox IODOSS NOTES ND A SYKIIOE.S SURAT FOR Tanya, 7T. 33682 AODITIONAL SPRCIPICATINS. Robbins 8ngineer6ng, Inc./Online Flue" APPROX. TRUSS NgiGHT, 222.8 LOS Scaler 0.188e = V -_- RUDrNNslucl:«."-<a.rplrlrx(Le�,aa,I,'.,I.a.As{rnnes�sscn,1�44Jx>ullex iR Nr:r.+crur,ate...rur�rnl6;uYsr.t.er�.�xaar�a:..r+wt„ru1a�. grSt4-bah 4cn elun++ala+4.)Y-r.Ccnir+U.10,r....1,u4fm-awMk"tq p......w.{a•y texl'V Ke+ala7110AiupabbM/bl nw 7l,.,.tga.laa+n.la spa LOedcoae 61 DOaigner; LUCAS ANL .KC)ra(ejO 4womlow Ifni-alas fhvi*Srwrd Ey,N'.all ifth inphfeses, Dl Orwhir l7rirr,tivas2W,F1ad:WU Wix.aain 5lti4 pe.nas aeaf�y.su.re rC Live 44.1 pat Chockort NONE ASSIGNED prrdMla:flr0eahe.e ur h.ruarull/..{ie prJe.nd/uhad Nn lmfClnWdx.rara c.ru.+�.rrfm kskPwfe.iwnal adsra mrm.nsp[geteMcliunbrxirblupmml Daa TC d 10 pot Reviewers Mrph(c mquriaw Spikewly w4mesl.wu..Ora.N.paa ana.K 4'6ncinyr onh KyPifnl rd'dn.w+ca'.Caw rhwtl(k ta6so mprerm48arrarar,hciay Gt<iuVwr, +uAts.Iad.uled gllRrwle(\11+IrQ.tld Db.K.tYM 3loll pe{,rrfom.ed on et,}alpnrtM +tw iR ippfrIsArAvastine Top eadlAswes lanIs th.Itbr mis"Iely brnM In.6r SC Live 10 pat Designed. wfikh 6+e.lawateaO filiry{piala.ndpWn-1hi.dmian was paq+xmJisucardrrcc ,h:rrKcotaf-efiryaritidataTini{..espu{ively Fir Uc+awpaulMllYefrt4rt ne DC Dead 10 pet Aav NO: wdL•Nplic"al tk..ipr Sp+c*R.,Iirratl.Sa+ea+•Grade Lirt+rr anilirs k-a'Leelvc{z• ,srn.ndv,r+lerks:yn4.Js+nilirrdoa.11ia 8a.ulrjnxrt err a<mt.{e arlmi deal µTPAt'Ucat{aASperalk.11u,uT:,l.irlc A/r41PLecf'u.r.ruW'Nrcd'frras.W jlf'!t I.,ad, Intel 74.1 paf AeV Dater andIIVU 11a{gn Cli.au fur Tn.ud Nalgaa. 1.6wn+.l dluuw rrrm,b Lumber SI 1.25 Run Data: 01115f05 Plate 92 1.15 verelan: 17.5.039 FUTy CIT ACCX."f OF 11 D 010-7AND1140i*AH TO.KINIE $ aeln 24.0 to. Drawir lTtt'fIIERRS10N51IIItlTY Op"on 17paD^„Ntx ANU'INI1S54'N.TO N1.V16W'lliiS OAAU'ING,AA P g 7z V HKII'Y T11AT DATA INC W ENNO IN M.R6 lfiAllS t'X)NrONM 10 A KL.{I.rtAN!$TL'(:5ID h lU lJ.'laW S i+'.YdIIIS,. _ t}Iflal EnOr»erraO.Inr,.70rJ�arf9Us'y OW5.2005Vnsrdl Y7S.000 Eno aacTeptW�iC*M01'dNtl`y.v1%7m%!5f,4GPfA P40oI,A 2 T05031481 01 I � � ` RECEIVED FEB 2 2 2005 TOWN OF QUEENSBURY ZONING OFFICE r q . T'b P oD� �c.�T'iv1J ; ��►t V v R� �A 1 L- t ov- y,' M P c, RQA�S` _jz � 3 9 6' ._ t�$s� MEAD GI��R+R► . o `Z-o4 To s x '713 RECEIVED FEB 2 2 2005 TOWN OF QUEENSBURY ZONING OFFICE I i i :17 i i I __ Oct rd jj�q ED -B t4 C 9 le�c��ro n 613 1) Rd 1 I t r j i LL L' L U-j" 1 � ' i rc15��` 4Z 'CA PL — —A he� Pe N bar ec ed By/Da of Generated by REScheck-Web Software R�cE�/Vj�7® Compliance Certificate To FE8 2 2 2005 Or Project Title: ADDITION zamiv's C ENse �CE URY Energy Code: 20031ECC Location: Glens Falls,New York Construction Type: Single Family Window-to-Wall Ratio: 0.09 Heating Degree Days: 7635 Report Date: Date of Plans: Project Information: Builder Information: 26'x32'ADDITION RONALD ROBILLARD Compliance ..• Assembly �.. Ceiling 1:Flat or Scissor Truss 832 30.0 0.0 29 Wall 1:Wood Frame,16in.o.c. 208 19.0 0.0 8 Window 1:Vinyl Frame,Double Pane 9 0.480 4 Window 2:Vinyl Frame,Double Pane 9 0.480 4 Window 3:Vinyl Frame,Double Pane 9 0.480 4 Window 4:Vinyl Frame,Double Pane 9 0.480 4 Window 5:Vinyl Frame,Double Pane 14 0.480 7 Window 6:Vinyl Frame,Double Pane 14 0.480 7 Window 7:Vinyl Frame,Double Pane 14 0.480 7 Window 8:Vinyl Frame,Double Pane 4 0.480 2 Wall 2:Wood Frame,16in.o.c. 256 19.0 0.0 15 Wall 3:Wood Frame,161n.o.c. 208 19.0 0.0 12 Wall 4:Wood Frame,16in,o.c. 256 19.0 0.0 15 All-Wood Joist/Truss Over Uncond:All-Wood Joist(Truss Over 832 30.0 0.0 27 Uncond.Space Boiler 1:Other(Except Gas-Fired Steam):89 AFUE Statement of Compliance: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 2003 IECC nts in RESc b and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Z z 2 -car !Designer Company Name Date Page 1 Generated by REScheck-Web Software REScheck Inspection Checklist Project Title: ADDITION Ceilings: Ceiling 1:Fiat or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: ❑Wall 2:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: ❑Wail 3:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Wall 4:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: Window 1:Vinyl Frame,Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 2:Vinyl Frame,Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: 0 Window 3:Vinyl Frame,Double Pane,U-factor 0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 4:Vinyl Frame,Double Pane,U-factor.0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Ll Window 5:Vinyl Frame,Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: El Window 6:Vinyl Frame,Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 7:Vinyl Frame,Double Pane,U-factor:0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Window 8:Vinyl Frame,Double Pane,U-factor.0.480 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Page 2 • Comments: Floors: ❑ All-Wood Joist/Truss Over Uncond:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Baler 1:Other(Except Gas-Fired Steam):89 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. ❑ 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. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater Irian 12 inches is R-19. Vapor Retarder. ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed 1plainlf2\fs20 in accordance with the manufacturers installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U factors,and heating equipment efficiency must be dearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building must be insulated to R-11. ❑ Return duds in unconditioned attics or outside the building must be insulated to R-6. ❑ Supply duds in unconditioned spaces must be insulated to R-11. ❑ Return ducts in unconditioned spaces(except basements)must be Insulated to R-2. ❑ Where exterior walls are used as plenums,the wall must be insulated to R-11. Ll Insulation is not required on return ducts in basements. Dud Construction: ❑ Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required 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 shall be provided. Service Water Heating: ❑ Water heaters with vertical pipe risers must 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. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: Q All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from Page 3 non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105"F or chilled fluids below 55`F must be insulated to the levels in Table 2. Page 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.Not Water Pipes Fluid Temp. Insulation Thidmess 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 Pressureffemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 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 40-56 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) Page 5 i 41 - l I I � E - _t I � ; � r 44 --- - ------ - ------- ---I SA' 4 1 It it 1-- 4 J'j L- If iuo J-1 1iI -IT IF -i LL LL c X) ------ r 1 , I t 7 U-1 r , °IQ N , t, I 44 I - r a 1 I I S� _ M I ,I I : a , , r 1 ; h_ I�' I � � l - �— Z � j O- AIl,��t T�1 ` O� , I r I - f r l _. lk'_ I ` t- - }- I �.. t OT _ I —} - - K�A(TA�EI if L 'T) NM r I L{ '� `i„ �p i - - Nq�l € t ' � Y � 4�LEi����E 1 I r - 1 1 ,• I r , : t � -PAW INS IYST I — , 5'M�N ;� TE T N �.� , i _ I I I NTua� - —�-- raoon , �� � is - y, r �t of ,fl n YIB — /t/ IA,u" T r�, f N n,r I I , r i � I Ni i y f T : t I I r + - : S i 4 ; CENT TO D ,AND M , }} �+t iDJACE 0 0 E Chiwr)006 UI E !f� rNC�LU1 F OdRLEVEL DET G EULA OR T.All,SMOKE 4 ; A 0 UALL LEll La. , t_ SMOKE . � R SHA L ENT D E TdR MOSt B B TIER N� C 0 Y BU�. j N MQN_ XI - D CARGO OIR L -W_ST SI-EE,PING 1LEi E � 01T�1 �. , av I , I i - + r I - ��.1�.::1 !:. - Lwr- { , 0 ,._.�, in : I,rIL 11, G o ' REVIEWED BY _ -. pATE --------------- , � I I-, ; I i I - — I- I....."I — �l : ! i - ­- i pr,7-j­-­_­I 7w ��� _K -.vo F. 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