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2005-006
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050006 Application Number: A20050006 Tax Map No: 523400-301-006-0001-052-000-0000 Permission is hereby granted to: MICHAEL& MARY ROMANOWSKI For property located at: 20 SUGAR PINE 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: MICHAEL&MARY ROMANOWSK 20 SUGAR PINE Rd Residential Addition $100,000.00 QUEENSBURY, NY 12804 Total Value $100,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HILLTOP CONSTRUCTION 47 WILLIAM STREET HITDSON FALLS. NY Plans&Specifications < 2005-006 760 sq ft RESIDENTIAL ADDITION (2ND STORY ADDITION) $91.20 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, January 31, 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 a , January 31, 2005 VW7 SIGNED BY for the Town of Queensbury. Director of Building& ode En rcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. ` No inspection will be made until applicant has received a Fee Paid $ (�Ovalid building permit. All applicants'spaces on this Rec.Fee P id application must be completed and must appear on the Rec.Fee application form. VEI Applicant: 1' b �0nS� ' Owner: M)m Oi'1'Y. po(.D5 i t j )�;7 =Address: 12DL+� O Address• ` �r n Qiso to O- 1 /AB3q Ins bu r^ . N JO1NNOF ry ,6250 BUIL �L;FEl+rSgPhone#Qtoj -aj Sf Phone# - � Ol Aw- �, RY Email Address: Email Address: — OD_ Property Location: Lot umber: / House Number a&/ /ftiQi Subdivision Name Vt re S Tax Map Numb • ❑ New Building: residence /commercial Estimated Market Value of Construction:$ 100 A, Uo o Addition: residence commercial I n dition,what will/u of new additio be? ❑ Alteration: residence/ commercial ? ��d y� / — � $ Ye i ❑ No change to exterior size: residence/com'1 ❑ Other work(describe ) Check Occupancylnformation 1"Floor 2° Floor Other floor Total Below q.ft. sq.ft. sq.ft. Square Feet * Single family dwelling (Od fo ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? 0 _ Type of Heating System: electric/ oil 10 gas wood /forced hot air/ baseboard/othet: Number of Fireplaces to be installed 0_ Number of Woodstoves to be installed _ List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this 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 Code,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 Buildin and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of a construction. I �.olwnic'. Signature: owner's agent,architect,contractor Check Residential Plan Review: One&Two Family Dwellings Y/N/Nj 2)Full sets of plans Over 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 IV// Calculations: 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 Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Re uired Ice and 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 I, Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. '' u" Safety Glazing Notes For Required Areas Garage Fire Separation FLh Garage Floor Sloped 1�fE-N-6 c , � c_ � += '� `T 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 Queensbury Building & Code Enforcement - Resi tial I Inspection Office No.(518)761-8256 - _ Arrive: e ✓ !pM Y Date Inspection request received: Inspector's Initt NAME: �, _ P T#: DU S CO LOCATION: © �, �1, �;t i n O.� D TYPE OF STRUCTU E: �- _ 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 Com lete Guard 30 in.or more @ stairs,decks atios 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 %" 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/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/Sawer Dept.Inspection Sticker Flood Plain Certificatio , if qafiired Okay to issue C/C o C/X Temporary/Permanent L:\PamW\Building&Codes\lnsvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 1w Queensbury Building & Code Enforcement - Resi tial 1 Inspection Office No.(518)761-8256 Arrive: m/P t: Date Inspection request received. inspector's Initi s: NAME: MIT#: LOCATION. 1 [' ATE: y � 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 Co lete/Exterior Finish Co m lete 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 Co lete 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 Temp 110 V Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety l zin Interior Smoke Det tors: Every level: / Every Bedroom: Outside every bedroom a: Inter Connected: / Batter backu 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/'/.hour fire door/door closer Duct work Sealed properly _ Gas Logs in Sealed or Glass Enclo Attic access 30 in.(ht.)Inaccessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents p� Cam; Buildin 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\Buildinlz&Codes\Inspection Fornis\Res. Final Insp, form 2.docLast printed 2/12/04 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques e' Queensbury Building & Code Enforcement Arrive: a /p ,, epart: =a a p �;' 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERM #: _ -- co(D LOCATION: O INSPECT ON: TYPE OF STRUCTURE: Y N N/A ' Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head n Nj50 .I for 15 minutes ulation Residential Check/ Commercial Check Proper Vent Attic Vent 1 ' Duct / Hot Water Piping Insulation Iv � If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe Q15P -11 COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February I5,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reqfON Queensbury Building & Code Enforcement Arrive: art: = a m 742 Bay Road, Queensbury; NY 12804 Inspector's InitiNAME: PERLOCATION: INS 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 ation Residential Check/ Commercial Check Proper Vent Attic Vent '�'"Z �hUrj Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace _ Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report �1 Office No. (518).761-8256 Date Inspection req t ce' e Queensbury Building& Code Enforcement Arrive: p art: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi Is: NAME: PERMIT#: �Q LOCATION: npa Q INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS *Jack aming Studs/Headers �E� ��—o`'� l�F_ o�L`• 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 F y irestoppin (, C J 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 I 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 re iv d: V "/ Queensbury Building&Code Enforcement Arrive: art3/pm; part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials' NAME: p \ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTU Y N /A Framing COMMENTS 1 :7----7 -,>- Jack St s/Headers / racing/Bridging ✓ �`� 1� V `�h /.� Joist hangers C=UAL \A\ � Jack Posts/Main Beams '��� Exterior sheeting nailed properlyU 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails 1'1�L�` Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side �_ F 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 , 3, 4 hour topping 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 f' Ceiling/wall T ,- Windows Habitable Space/Bedrooms �' � `v o\V7 4v \ � 24 in. (H) -- 5.7 sf above/below grade 5.0 sf grade LASueHemingway\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: 7 o 3"Queensbury Building& Code Enforcement Arrive: am/p part: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i NAME: 1 PERMIT#: J LOCATION: INSPECT ON: 1&,�Al — j TYPE OF STRUCTURE: Y N N/A COMMENTS Framing y� 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 %s (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 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 '/s 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ epartam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. -Zov NAME: �' Chc✓ PERMIT #: LOCATION: INSPECT ON: % 3 - &3 TYPE OF STRUCTURE: 4 --U � ��--- Y N/A Rough Plumbingail Plates P um i ent / Vents in Place 1 1/2 inch minimum Drain Size Washin Machine Drain 2 inch minimum leanout every 100 feet / change of direction Pressure Test Drain / Vent it/ 5 P.S . or AO ft. above highest connection for 15 minutes Pressure Test vy-pter Supply Piping Ai / Head 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection que t rec ive ': Queensbury Building& Code Enforcement Arrive: am/pm rt: 742 nay Road, Queensbury, NY 12804 Inspectors Initials - NAME: J mQ-hDtJ1k, PERMIT#: fib LOCATION: — J i INSPECT ON: / S TYPE OF STRUCTURE: Y N `N/A COMMENTS f Jack Studs Bracing �Bridging� Joist hangers Jack Posts/Main Beams f 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 % 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.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 P-A Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectiof. !r t r ce ed: � c'S Queensbury Building& Code Enforcement Arrive: m epart:. m 742 Bay Road, Queensbury, NY 12804 Inspector's Init NAME: 62��� S PERMIT#: _QQO 00�r LOCATION: INSPECT ON: z I jjL V&' TYPE OF STRUCTURE: Framing Y N 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 fr Anch s 6 ft. or less on center Ice and snow hield 24 inches from wall ire 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:\Sue Hemingway\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal's Office 742 Bay Road / Queensbu ry, NY 12804 �� Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE - ) Received: Permit# �� _ INSPECTION ON: �' L , %' , ��!/)1ti`. AM PM ANYTIME Name: Location: az� APPROV D N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERYEMERGENCY LIGHTING 1 FIRE EXTINGUISHER HUNG NGU ��FIRE EXTINGUISHER l INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN f'f L,,•-' FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN a OK THIS DATEr' OK FOR CO. NOT OK r INSPECTED BY COMDEV/CHRISJIWORD/LETTERS2001/FIREMARSHALINSPECfiONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY (a Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit#2005-006 Phone:(518)761-8256 Date: 1/28/2005 Fax: (518)745-4437 Email: codes@queensbury.net Dear Tom Your building permit application has been reviewed and found to be deficient in the following areas: 1)Add note on plans showing 6'-8" stairway headroom height. 2)Add notes showing railing and guards specs for balcony railing system. 3)The Exit from 2"d floor living system must have an enclosed rated exit stairs to house not the garage. The bottom of stairs must be enclosed with a wall at the 1st floor of the garage with 5/8"type x gypsum board on both sides. The existing fire door into house can be used in new wall into garage. Also the under side of the stairs must be enclosed with 5/8"type x gypsum board. 4)Locate an attic access in walk in closet for roof area. 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. Si erely ILD G 9ES C:\Documents and Settings\johno.000\My DocumentsaesidentU 1 Plan Review.doc ENGINEERING m17R�Lrico A MiTek Affiliate Trenco 818 Soundside Rd - Edenton,NC 27932 Telephone 252l482-7000 Fax 2521482-7115 Re: HillConsK Hilltop Cons.#B49095/20 Sugar Pine Road The truss drawing(s)referenced beau vr have been prepared by Truss Engineering Co.under my direct supenimon based on the parameters provided by Stock Building Supply-Schenectady, NY. Pages or sheets covered by this sealE2237289 thruE2237291 My license renewal date for the state of New York isAugust 31,2006. °�- NS�'r STFt�t,� cy w t4ya4 0 67A�� February 23,2005 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 ANSI/TPI-1995 Sec.2. Engineering services provided by Truss Engineering Company. a Job Truss Truss Type City Ply Hilltop Cons.#B48095/20 Sugar Pine Road E223728 HILLCONS T01 COMMON 6 1 Job Reference(optional) Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Feb 22 16:42:49 2005 Page 1 1-0-0, 6-9-0 13-1-0 19-5-0 26-2-0 27-2-Q 1-0-0 6-9-0 64-0 6-4-0 6-9-0 1-0-0 Scale=1:52.3 5x6= 7.00 F12 5 3x7 3x7 2x4\\ 4 62x4 3 7 2 8 a 9 a �1 Iv 0 0 5x8= 12 13 11 14 10 5x8= 3x5= 3x5= 3x5= 10-0-12 16-1-4 26-2-0 10-0-12 6-0-8 10-0-12 Plate Offsets(X,Y): [2:0-1-8 Edge],(8:0-1-8,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.23 8-10 >999 360 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.49 8-10 >632 240 BCLL 0.0 * Rep Stress Incr YES WB 0.61 Horz(TL) 0.09 8 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:97lb LUMBER BRACING TOP CHORD 2 X 4 SPF-S 1650F 1.5E *Except* TOP CHORD Sheathed or 3-3-12 oc purlins. 1-4 2 X 4 SPF-S 210OF 1.8E,6-9 2 X 4 SPF-S 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 1650F 1.5E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=2004/0-5-8,8=2004/0-5-8 Max Horz2=199(load case 7) Max Uplift2=-129(load case 8),8=-129(load case 9) Max Grav2=2231(load case 2),8=2231(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/84,2-3=-3098/446,3-4=-2432/406,4-5=-2231/435,5-6=-2231/435,6-7=-2432/406,7-8=-3098/446,8-9=0/84 BOT CHORD 2-12=-254/2439,12-13=-47/1631,11-13=-47/1631,11-14=-47/1631,10-14=-47/1631,8-10=-254/2439 WEBS 3-12=-1037/248,5-12=-121/1108,5-10=-121/1108,7-10=-1037/248 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;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 NI / 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. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �{� STF�Z� 0 fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 Ito uplift at joint 2 and 129 lb uplift at ly joint 8. 2� #, (A x LOAD CASE(S) Standard z Apo �QPESSia�P February 23,2005 ® WARNING-Veer(fy design parameters and READ NOTES ON THIS AND INCLUDED WTEH REFERENCE PAGE 1111I7-7473 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. 0 Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not buss designer.Bracinggshown 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 A Mi XA Aftilia le fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rFII 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 Truss Truss Type Qty Ply Hilltop Cons.#B48095/20 Sugar Pine Road E2237290 HILLCONS TO1GE COMMON 2 1 Job Reference(apt, o tional Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Feb 22 16:42:50 2005 Page 1 1i_OT 13-1-0 r 26-2-0 27-2-Q 1-0-0 13-1-0 13-1-0 1-0-0 Scale=1:52.3 4x4= 7.00 12 9 2x4 I 2x4 1 10 2x4 8 2x4 11 2x4 11 3x5 i 7 11 3x5 2x4 I 5 6 1213 2x4 I I 2x4 I I 4 14 2x4 2x4 3 15 16 2 n]� o 3x5= 28 27 26 25 24 23 22 21 20 19 18 3x5= 2x4 1 21,4 11 2x4 11 2x4 11 2x4 I l 5x6= 2x4 11 2x4 11 2x4 11 2x4 11 2x4 11 26-2-0 26-2-0 Plate Offsets(X LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.16 Vert(LL) n/a - n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1 15 BC 0.06 Vert(TL) -0.01 1 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 16 n/a n/a BCDL 10,0 Code IBC2000/ANSI95 (Matrix) Weight:120lb LUMBER BRACING TOP CHORD 2 X 4 SPF-S 1650F 1.5E *Except* TOP CHORD Sheathed or 6-0-0 oc puffins. 1-6 2 X 4 SPF-S 210OF 1.8E,12-17 2 X 4 SPF-S 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 1650F 1.5E OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=343/26-2-0,16=343/26-2-0,23=240/26-2-0,24=279/26-2-0,25=278/26-2-0,26=291/26-2-0,27=236/26-2-0, 28=404/26-2-0,22=279/26-2-0,21=278/26-2-0,20=291/26-2-0,19=236/26-2-0,18=404/26-2-0 Max Horz2=199(load case 7) Max Uplift2=46(load case 6),16=-21(load case 9),24=-34(load case 8),25=-43(foad case 8),26=-41(load case 8), 27=-39(load case 8),28=-50(load case 6),22=-32(load case 9),21=-44(load case 9),20=41(load case 9), 19=-39(load case 9),18=-50(load case 9) Max Grav2=462(load case 2),16=462(load case 3),23=240(load case 1),24=395(load case 2),25=375(load case 2), 26=395(load case 2),27=322(load case 2),28=546(load case 2),22=395(load case 3),21=375(load case 3), 20=395(load case 3),19=322(load case 3),18=546(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/81,2-3=-1 7 611 2 8,3-4=-1361118,4-5=-114/119,5-6=-1191107,6-7=-57/116,7-8=-118/166,8-9=-1 251213, 9-10=-125/213,10-11=-1 18/166,11-12=-41/108,12-13=-119/99,13-14=-114/57,14-15=-136/37,15-16=-167/102, 16-17=0181 BOT CHORD 2-28=-22/139,27-28=-22/139,26-27=-22/139,25-26=-22/139,24-25=-22/139,23-24=-22/139,22-23=-22/139, 21-22=-22/139,20-21=-22/139,19-20=-22/139,18-19=-22/139,16-18=-22/139 WEBS 9-23=-200/0,8-24=-354/74,7-25=-336/95,5-26=-351/91,4-27=-297181,3-28=-4671116,10-22=-354174,11-21=-336195, �� NEF 13-20=-351/91,14-19=-297/81,15-18=-467/116 STR •V�{'0 NOTES CO 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2 * ¢ y zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is q # p designed for C-C for members and forces,and for MWFRS for reactions specified. I" 2)Truss designed for wind loads in the plane of the truss only. 3)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. C 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. . 6)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. Z No.6 A1� 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. �aFESSt o 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. February/23,2005 Continued on page 2 ® WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED AUTEK REFERENCE PAGE XII-7473 SEPORE USE. E W31 NE ERI NG 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 paramenters 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 A MiTek Aiitliale fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSII Building Component 818 Soundside Rd Safety Information available from Truss Plate Institute,583 D'Onofdo Drive,Madison,WI 53719. Edenton,NC 27932 Job 'a [T0 uss Truss Type Qty Ply Hilltop Cons.#B48095/20 Sugar Pine Road HILLCONS 1GE COMMON 2 1 Job Reference o tional E2237290 Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Feb 22 16:42:51 2005 Page 2 NOTES 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 lb uplift at joint 2,21 lb uplift at joint 16,34 Ib uplift at joint 24,43 lb uplift at joint 25,41 lb uplift at joint 26,39 lb uplift at joint 27,50 lb uplift at joint 28,32 lb uplift at joint 22,44 lb uplift at joint 21,41 lb uplift at joint 20,39 lb uplift at joint 19 and 50 lb uplift at joint 18. LOAD CASE(S) Standard WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED BITER REFERENCE PAGE AEI/-7473 BEFORE USE. E NGI IN F RING aY Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. ��0 Applicability of design paramenters 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 T erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding A MiTek Alliliale fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI]Building Component 818 Soundside Rd Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Edenton,NC 27932 Job Truss Truss Type Qty Ply Hilltop Cons.#B48095/20 Sugar Pine Road E2237291 HILLCONS T02 CATHEDRAL 8 1 Job Reference(optional) Stock Building Supply,Schenectady,NY 12306 5.200 s Jan 16 2004 MiTek Industries,Inc. Tue Feb 22 16:42:51 2005 Page 1 r1-0-0i 6-9-8 L _ 13-1-0 18-3-8 22-3-0 26-2-0 27- 1-0-0 6-9-8 6-3-8 5-2-8 3-11-8 3-11-0 1-0-0 Scale=1:52.3 5x6= 7.00 F12 5 3x6 i Sx8 20 4 6 3 2x4 11 7 11 6x10= of 8 ,a 2 9 � it ]o 4x10 3.00 12 10 5x8= „ 5x10= 111-" 22-3-0 11-4-4 10-10-12 3-11-0 Plate Offsets(X,Y): [2:0-0-14,Edge], 3-0],[8:0-1-8 Edge] [10:0-5-0,0-2-4] [11:0-5-0,0-3-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.98 Vert(LL) -0.31 2-11 >998 360 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(TL) -0.63 2-11 >492 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.26 8 n/a n/a BCDL 10.0 Code 1BC2000/ANSI95 (Matrix) Weight:96lb LUMBER BRACING TOP CHORD 2 X 4 SPF-S 165OF 1.5E *Except* TOP CHORD Sheathed. 1-4 2 X 4 SPF-S 2100F 1.8E,6-9 2 X 4 SPF-S 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 1650F 1.5E *Except* WEBS 1 Row at midpt 6-11 2-11 2 X 4 SPF-S 2100F 1.8E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1947/0-5-8,8=1947/0-5-8 Max Horz2=-200(load case 6) Max Uplift2=-129(load case 8),8=-129(load case 9) Max Grav2=2174(load case 2),8=2174(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/77,2-3=4768/648,3-4=-3552/407,4-5=-3349/436,5-6=-2598/362,6-7=-3150/491,7-8=-3272/402,8-9=0/84 BOT CHORD 2-11=-451/4000,10-11=-272/2758,8-10=-253/2622 WEBS 3-11=-1358/343,5-11=-212/2334,6-11=-1033/238,6-10=-304/107,7-10=-432/149 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5,Opsf;Category 11;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=133 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. F N EF 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. ��� ,STA,>y 0 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify i4 q capacity of bearing surface. r- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 Ib uplift at joint 2 and 129 lb uplift at joint 8. LOAD CASE(S) Standard Gfi February 23,2005 ® WARNING-Verify design parameters and READ NOTES ON TMS AND INCLUDED Afr=REFERENCE PAGE JW-7473 BBFOBB 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. TFMNCII Applicability of design paramenters 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 A Mil'ek Aifiliala fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/rPll 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 14-1 3/4' *Center plate on joint unless x,y u Damage or Personal In offsets are indicated. 6 4-8 dimensions shown in ft-in-sixteenths g Injury 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 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 c3,4 4 all other interested parties. *For 3 1 0 4. Cut members to bear tightly against each other. For 4 x 2 orientation,locate U b _ plates 0-1a4'from outside " U 5. Place plates on each face of truss at each edge of truss. O joint and embed fully.Knots and wane at joint C7-8 O C cs-e locations are regulated by ANSI/TPI1. BOTTOM CHORDSS *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in connector plates. the environment in accord with ANSI/TPI1. *Plate location details available in MiTek 20/20 7. Unless otherwise noted,moisture content of lumber software or 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 4 x 4 The first dimension is the width NUMBERS/LETTERS. responsibility of truss fabricator.General practice is to perpendicular to slots.Second dimension is the length parallel camber for dead load deflection. 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 BEARING SBCCI 9667,9730,96048,9511,9432A spacing shown on design. 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. Industry Standards: Nil 16.Install and load vertically unless indicated otherwise. ANSI/TPI1: National Design Specification for Metal MiTek® Plate Connected Wood Truss Construction. ENGINEERING BY DSB-89: Design Standard for Bracing. TRENCO BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, A MiTek Affiliate Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 0 2004 MiTek® Y , �_Cv FChecked r REScheck Compliance Certificate ate New York State Energy Conservation Construction Co REScheckSoftware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:Mr. &Mrs.Michael Romanowski s N" ! �1 COUNTY: Warren m STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:01/O2/05 DATE OF PLANS: Jan 05 PROJECT DESCRIPTION: Addition DESIGNER/CONTRACTOR: Hilltop Construction COMPLIANCE:Passes Maximum UA= 156 Your Home UA= 131 16.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 767 38.0 0.0 23 Wall 1: Wood Frame, 16"o.c. 896 25.0 0.0 40 Window l:Wood Frame:Double Pane with Low E 57 0.340 19 Door 1: Solid 20 0.200 4 Door 2: Glass 60 0.340 20 Floor l: All-Wood Joist/Truss:Over Unconditioned Space 767 30.0 0.0 25 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State 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. Builder/Designer .: �pf u A,� , A7 . Date j' \ O Y �P604� YA Of � RESrheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:01/02/05 PROJECT TITLE:Mr. &Mrs.Michael Romanowski Bldg. I Dept. I Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: I I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-25.0 cavity insulation ( Comments: I I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Iles[ ]No I Comments: I ( Doors: [ ] ( 1. Door 1: Solid,U-factor:0.200 ( Comments: [ ] I 2. Door 2: Glass,U-factor:0.340 Comments: I I Floors: [ ] i 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I I Air Leakage: [ ] I 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 I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 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. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating ( equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] 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. [ ] { 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 I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (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. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] 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. 1 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 the New York City Building Code,as applicable. I 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. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ j I All heated swimming pools must have an on/off heater switch and require a cover unless over 201/o I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the 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 V Up to 1.25" 1.5"to 2.010 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 V 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)