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2005-725 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. P20050725 Date Issued: Friday, January 19, 2007 This is to certify that work requested to be done as shown by Permit Number P20050725 has been completed. Tax Map Number. 523400-308-009-0001-004-000-0000 Location: 359 WEST MT. Rd Owner. STACY FLAHERTY Applicant: STACY FLAHERTY This structure maybe occupied as a: Residential Addition 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, G 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: P20050725 Application Number: A20050725 Tax Map No: 523400-308-009-0001-004-000-0000 Permission is hereby granted to: STACY FLAHERTY For property located at: 359 WEST MT. Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: STACY FLAHERTY Residential Addition $100,000.00 359 WEST MT. Rd Total Value $100,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-725 1988 sq ft RESIDENTIAL ADDITION X11 l'rr $238.56 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 26, 2007 (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 of Quee bury; Monday, September 26, 2005 SIGNED BY for the Town of Queensbury. Director of Buildin &Co Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050725 Application Number: A20050725 Tax Map No: 523400-308-009-0001-004-000-0000 Permission is hereby granted to: STACY FLAHERTY For property located at: 359 WEST MT. 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: STACY FLAHERTY Residential Addition $100,000.00 WALTER BYRNE Total Value 359 WEST MTN Rd $l00,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-725 1988 sq ft RESIDENTIAL ADDITION $238.56 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, September 26, 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 Town;of Que sb M a Se tember 26, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement t Job Site Address: 2)b I �O E S m 0 to k k) Date:. ? _ t~ i N . File No. .�— 7 � Owner: r;Z1 �,L�t ��, y� ���.1 � Application • — /v Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Re Light Actual Re Vent Actual ,."r' Sq. Ft. Remarks q g q t kR Room Room 8%of Room Light 4%of Room Vent `;• Opening for in Area Square Area Square 14- Egress Square Footage Footage Feet . 4 r' DINT 12 9 b a, b3 sc�- �1 I b .4b 1.4 D 00 e IA 1 2,04'' ,D �X Age L:\SueHemin gway\Building.Permi t.FORI',t S\Nat.-,ight,V entil,Calculation.Sheet,doc ►WINDOW SCHEDULE 05- 7a� ]VTNDOWS: TYPE: RO Opening sq. glass area vent area ft. per sash sq.ft. total sq.ft.total Andersen 200 Series CITCHEN CN 235 CASEMENT 4'-0 1/2" X 3'-5 3/8" 4.6 ea. 11.8 . 11.0 3ATHROOM C 135 CASEMENT 2'-0 5/8" X 3'-5 3/8" 4.6 4.9 4.6 Andersen 400 Series Tilt-Wash NNING TW-2846 -2 DBL. HUNG* 5'-7 15/16"X 4'-8 7/8" 5.03 ea 17.96 10.10 ,KING RM TW-2846-3 DBL HUNG* 8'-5 3/4" X 4'-8 7/8" 5.03 ea. 26.94 15.15 )EN TW-2846 -2 DBL.HUNG* 5'-7 15/16"X 4'-8 7/8" 5.03 ea. 17.96 10.10 3ATHROOM TW-2832 DBL. HUNG 2'-10 1/8"X 3'-4 7/8 3.37 5.98 3.39 3EDROOM 1 TW-3446 DBL. HUNG 3'-6 1/8"X 4'-8 7/8" 6.37 ea.* 11.64 6.41 3EDROOM 2 TW-3446 DBL. HUNG 3'-6 1/8" X 4'-8 7/8" 6.37 ea.* 11.64 6.41 3EDROOM 3 TW-3446 DBL. HUNG 3'-6 1/8"X 4'-8 7/8" 6.37 ea.* 11.64 6.41 ;TUDY TW-3446 DBL. HUNG 3'-6 1/8"X 4'-8 7/8" 6.37 ea.* 11.64 6.41 3ATHROOM TW-2832 DBL. HUNG 2'-101/8"X 3'-4 7/8 3.3 5.98 3.39 3446 --Clear width 37 7/8" -- Clear height 24 '/4" THESE UNITS MEET OR EXCEED THE CLEAR )PENABLE AREA OF 5.7 SQ. FT.. CLEAR OPENABLE WIDTH OF 20" AND CLEAN OPENABLE 1EIGHT OF 24" )OOR SCHEDULE ;XTERIOR DR. 1. FRONT 3'0"X 6'-8" THERMA TRU PREMIUM STEEL DOOR # 262 =ERIOR DR. 2. WEST SIDE 2'8"X 6'-8" THERMA TRU PREMIUM STEEL DOOR #262 >TAIR DETAILS 1'-0"=0.375" IYS BUILDING CODE STAIR REQUIREMENTS IAX RISE 8-1/4" TIN. RUN 9" TIN. NOSING 1 1/8" AILS 32"A.F.F. <2.8"BETWEEN RAILS TIN. HEADROOM 6'-6" MAIN STAIRS N TIN. HEADROOM 6'-4" BASEMENT STAIRS LAIN STAIR CASE 10 '/2" OAK TREADS BASEMENT STAIRS 10 1/2" X 1 1/2" SPF 9 2 ISERS 3/4" PINE RISERS 5/8" PLYWOOD 14" CLEAR PINE STRINGERS STRINGERS 2"X 12" SPF#2 ROUTED OUT AND RAILS ON BOTH SIDES. HAND RAILS ON BOTH SIDES. 2 RISERS 0,.. 7 '/z" 1.1 RISERS @ 7 5/8" LANDING 3'2"X 3'2" @ 7 '/2" 1 LANDING 3'2"X 3'2" @ 7 5/8" RISER BELOW LANDING @ 7 ''/2" 1 RISER BELOW LANDING @ 7 5/8" T RISERS TOTAL 13 RISERS TOTAL OTAL RISE 8'-9" TOTAL RISE 8'-3 1/2" 1 TREADS @ 9" 10 TREADS @ 9" OTAL RUN 8'-3" TOTAL RUN T-6" Project Name: S t AL`f VUga: K UQQ1,T1DQ.. BP# 0,j',a5" Address: ��-- --- Building Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensbtuyBtuikling Department. If any,of the below items are lacking,the permit will not be accepted unto such time as the application is deemed complete for submission. 1. Buulding Permit Application Completed... ... ... ...... ... ...... ............ .. Wyes Ono On/a 2. EnergyForm or CbeclsMate Energy Code Compliance Forms Complete... 54yes Ono On/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program............ ... ryes Ono On/a (submit 2 copies) 4. Septic application completelyfilled out(if applicable)...... ...... ...... ... Oyes Ono Jns/a 5. Electrical Inspection Form... ...... ...... ......... ... ... ...... ...... ........ ❑yes Ono Wa 6. Two (2)sets of plans showing the following: . .... ... .. ... ... yes Ono On/a 6a. Floor plan(s)...... ............... ... ................ ... ...... ...... ... ... ❑a/a I�Y� ❑ao 6b. Foundation plan... ............................................. ......... .. yes Ono On/a .. .. 6c. Cross section(s)... ..................... ... ......... ... ............... . . On/a yes Ono 6d:- Elevations .....,............................................ ....... yes Ono On/a 6e. Design loads including floor,snow-load,and wind load... ... yes Ono On/a 6f. Seismic design(required after fan. 1,2003)......................... yes Ono On/a 6g. Plans signed byregistemd atchitect or engineer,signed.......... yes Ono On/a and sealed by registere4 architect or engineer 6h. Window and door sched&........ ........................... ... ... Wyes Ono On/a 7. Two (2)site plans showing location of the structure to be built, ... ... ... Mrs Ono Oa/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. S. Solid Fuel Burning or Gas Appliance Form(if applicable)................ Oyes Ono Oda 9, Driveway Permit... ... ... ... ... ............ ...... ... ... ... ... ... ................ ❑Yes Oao (4n/a Date: Staff Initial: L:\Suei3znunD ray\Biuldu�.Pernvc.t t71ZMS\Gcauric Chet ;s�.a« IsnmuyN,2003 CheckF(2)Full Residential Plan Review: One&Two Family Dwellings JNJN/A ets of plans ,500 sq. ft.—Stamped l Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf 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 2 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required 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 Spiral Not Allowed From 2 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. 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 LEE All Paperwork Signed Permit No. ZZ Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid -- ?� 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codPt@aueensburynet Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect 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. Y Applicant/Builder 7Vms — Owner: S'focu, Address: Address: e n . i 2 bL1' Home Phone: - Home Phone: Email Address: v' Email Address: 4XIC a Q I L­ �, I)obbne-+ Cell Phone: I Cell Phone: FAX Phone: I��^1� 3"19 1 FAX Phone: I -�143-"i7 2-1 Person responsible for supervision of work with respect to building and codes compliance: Name: �,��IlllaM 1'Ylt WilmPAddress: I LIk 1-lftfA-11- 1 1.I5� Phone�lq��-1�Co�J ✓ Location of proposed construction: Lot No. Legal Address: q W S+ W11016i. n Rd Tax Map Number: 5213406 368sR•'I-Lf Subdivision Name: Estimated Cost of Construction: $ 00,Qw Proposed construction is for: Residential Use _Commercial Use Name of Business: If proposed construction is an addition,what will use of new addition be? 1 i� ,1 nrm Cc New Addition Alteration Proposed Construction 1sf Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ft. Square feet Height Ft.&.in. Single-Family Dweilin Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, 0 Wood, orced 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 location of all new construction. Date: 9 Applicant/Builder Signature: lwadA GA• i�t Qh�tl> The application of dated is hereby approved and permission granted for he construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date-1 Authorized Signature: a " L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(5I8)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: { Inspector's Initials: NAME: e^ PERMIT#: r. t LOCATION: ` DATE: TYPE OF STRUCTU : Comments Yes No NIA Buildin 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 Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade ,- Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall .' Interior/Exterior Railings 34 inches to 38 inches ` Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches ' Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glaz ng Interior Smoke Dete ors: Every level: X�d ed/in : _ Outside every bedroom Inter Connected: e backu Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures oe Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%s"Gypsum 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 Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain.Certification,if required ay to issue,CTC'ar-Cf,&J or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc QueensburY Building & Code Enorcelent - Residental F ns ection Office No. (518)761-8256 Arrive: am/pm Depart: . am/pm Date Inspection request received: Inspector's Initials: NAME: <F"VACAX PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: �A-M) Co ments Yes,,/No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location f Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doorsv-' Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight OAL j Safety glazing/Window in stairwells safety gl4zin Interior Smoke Dete rs: Every level: Eve edro M. / Outside every be oom a a: Inter Connected: Battery backup: 1/ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents or Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site a Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed of Glass Enclosure Final Electrical Final Survey Plot Plan r As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required r Okay to issue C/C or C/O Tem or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: - (aem (�' Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: zly CL PERMIT #: Q 6D --7 5 LOCATION: 5 " INSPECT ON:4WY � TYPE OF STRUCTURE: 'J ram. -sf. Y IN N/A ugh Plumbi ail 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 I sur e- ra&in / - above highest connection for 15 minutes =Gpply Piping Ai 0 .S.I 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 - Rough Plumbing / Insulation Inspection Report, Office No. (518) 761-8256 Date Inspection request received: L3 Queensbury Building & Code Enforcement Arrive: am/p epart� a'` pm 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r Y N N/A Rough Plumbing J 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 lift. above highest connect' for 15 minutes Pressure Water Supply Piping 50 s 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 prop rly No duct toe COMMENTS: � a y � , LAPam Whiting\Building&CodesUnspection 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 request received: Queensbury Building&Code Enforcement Arrive: am/pm— dDepart: 1, pm ep 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: A [ NAME: PERMIT#: LOCATION: r /�� INSPECT ON: TYPE OF STRUCTURE: Y N IA COMMENTS ramin Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging -G� Joist hangers 6 Jack Posts/Main Beam Exterior sheeting nailed properly Tc 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 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 93Z Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:/o p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/ E NAME: PERMIT#: LOCATION: -, INSPECT ON: '/n TYPE OF STRUCTURE: Comments Y N N/A t Footings Piers ` Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the c crete. L 1 M ials for this purpose on site. F dation/Wallpour L Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing - � �Y4,�- Footing Drain Daylight or Sump Footing Drain Stone: . 7 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\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing/ Firestopping Inspection Report 2, ,✓`f Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:n`\vC� am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: i NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS Attic Access 22"x 30"minimum Jack Studs I 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 Anch olts 6 ft. or less on center 2 e 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 '/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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: c?nam/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: _6�jv\ NAME. PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y NI N/A COMMENTS aming Attic Access 22"x 30"minimum m Jack Studs/Headers �J I Bracing/Bridging g g Joist hangers Jack Posts/Main Beams , Exterior sheeting nailed properly 12"O.C. �p Headroom 6 ft. 8 in. �� \ � � Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls (1444�(�&IZ" AR' �P.rkRWf*J, 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 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 j Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 7 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date In ection es rece e Queensbury Building&Code Enforcement Arrive: a art: a 742 Bay Road,Queensbury,NY 12804 Inspector's I -- t a k. NAME: PERMIT#: � LOCATION: SPECT ON: %— TYPE OF STRUCTURE: , ;1 '�� Y N N/A Framin COMMENTS Attic Access 22"x 30"minimum �" , 3�1 t- "a'C'v Jack Studs 1 Headers 2 '�7 Bracing/Bridging � `` �' VC'\ _ 1 •;i 1 L jz- Joist hangers X Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. lei=-D bc- t\tit= Headroom 6 ft. 8 in. r-- Stairwells 36 in. or more ��7 Headroom 6 ft. 8 in. .� Notches/Holes/Bearing Walls Lc-� Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour R' Firestopping K� Penetration sealed 16 inch insulation in cavityl Garage Fire Separation min. �1 House side i/z inch or 5/8 inch Type X Garage side 5/8 inch Type X ?L Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade \ 5.0 sf grade 1 v�" Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector`s Initials: 2 jk NAME: PERMIT #: 01) 72 `a LOCATION: INSPECT ON: TYPE OF STRUCTURE: PIS, Y N NIA Rough Plumbing Nail Plates Sz 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: r _ Queensbury Building&Code Enforcement Arrive: anvp Depart: amlpm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: —_ _ INSPECT ON: TYPE OF STRUCTURE: Comments Footings 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 nforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump _ Footing Drain Stone: _R 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;1SuclIcmingway\Building.Codes.Inspection.FORMS\I,oundation Inspection Report.doe January 28,2003 Foundation Inspection Report �-- Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: FY rn/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: C� NAME: -- PERMIT �— LOCATION: L,�r�' � �_ INSPECT ON: TYPE OF STRUC UIIE: Comments ---..-._.---- Y N � N/A Footings ---------------- -- Piers Monolithic Slab _ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. — Materials for this purpose on 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 I 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper f Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway`Building.Codes.Inspection.FORMSV'oundation Inspection Report.doc January 28,2003 A Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anv Depart:�� ��am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c-'y PERMIT#:_ NAME: — 1 ---- - �' LOCATION: INSPECT ON: IL = TYPE OF STRUCTURE: Comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. als for this pupr_ ose on site. teri _ undation/Wallpour Reinforcement in Place Foundation Dampprooting Foundation/Waterproofing Type of Dampprooting/Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p ly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway`J3uilding.Codes.Inspection.FORMSToundati on Inspection Report.doc January 28.2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queersbury Building&Code Enforcement Arrive: a Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: S. PERMIT#: LOCATION: _ _ INTSPECT ON: TYPE OF STRUCTURE: C-1 2'J Comments -------------- Y `N N/A Footings Piers Monolithic Slab Reinforcement in Place4 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Mat or this purpose on site. Foundation/Wallpou. Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing ���W� � � �► Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfiil Approval i— Plumbing Under Slab PVC/Cast/Cropper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\Sue}iemingway\Building.Codes.Inspection.FORM S\Foundation Inspection Report.doe January 28,2003 10 ( -o ' 4 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: it 149LI Queensbury Building&Code Enforcement Arrive: anvp Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: __ Vt PERMIT#: LOCATION: INSPECT ON: ( 1 31 5—__— TYPF,OF STRUCTURE: 1PL� --f Comment Footirilgs — -- T_---- Piers Monolithic Slab — Reinforcement in Place ~� The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I,:\Suclicmingwav\Building.Codes.Inspection,FORMS\Foundation Inspection Report.doc January 28,2003 =,005 09:48 FROM:T K FLAHERTY ASSOCIA 5187438721 TO:7454437 F.1 r. t T.K. FLAKERTY A -&4QA11! f VEL 44E TE04kOaAN& SLR 6SMFACE UTUJTY 04904MOO S-p 2 6 2005 :� Y+bat ntta�a �ostd - Qiwtobri.44ettr York 1 TRANSMITTAL To: �- /0 Project:,-�T Date Our Job No.: We are O enclosing or O delivering under separate cover copies of the following: ❑ Subcontract Agreement ❑ Executed ❑ Shop Drawings ❑ Approved 0 List of Materials O Unapproved 0 Plans 0 For Approval ❑ Specifications ❑ For Your Signature Change Order O For Correction ❑ Payroll Affidavit ❑ For Review and Comment ❑ Letter ❑ For Your Use O Remarks: L� Copies to: By: 1005 09:48 FROM:T K FLAHERTY ASSOCIA 5187438721 TO:7454437 P.2 t STACY FLAHERTY ADDITION Existing Structure Upper Floor Upper Floor to become attic and T2 . storage area -- 8'5 -.. I Ceiling Height 4'at exterior wall Ceiling Height 5.5'at partition wall I: --.42 --3' — 11 Stairs 3- - 4'5 -- in LIVING AREA 266 sq R iTiHr-3-�atJ6 U(:49 FROM:T K FLAHERTY ASSOCIA 5187438721 TO:7454474 P.2 WILLIAM E. MONTGOMERY JR. PE NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP QUWNSBURY.NEW YORK 12804 Phone:51$792-4262 WDUSTR1AL April 28,2006 sm► l Renov6don P=ps To: Town of Queensbury Buildings Department 761-9256 Piping 742 Bay Road fax 745-4437 Ewg, Queensbury,NY 12804-5902 compliance Att: David Hatin,Code Enforcement Officer 761-8255 Building Codas s epftDaip Re; Stacy Flaherty&Family Home — 359 West Mountain Rd., Queensbury,NY Rvwc I, William E. Montgomery Jr. P.E. prepared the plans,and have observed the work to date on the building and find all in compliance with the NYS Residential Building Code. The Connection between the existing home and addition is acceptable and approved as being constructed. Sin�cerel yours; William E. Mont om Jr. P.E. cc; Tom Flaherty Peter J. Brown, Const. Mgt.. t Pennit Number RFSeheek Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\Program Files\Check\REScheck\Flaherty Stacy 9-7-05.rck PROJECT TITLE: Addition to the Flaherty HomeAddition to the Flaherty Home - CITY: West Glens Falls ST,,kTE: New York HDD: 7377 CONSTRUCTION TYPE: Single Family WINDOW /WALL RATIO: 0.06 DATE: 09/07/05 DATE OF PLANS: 8-20-05 PROJECT DESCRIPTION: 359 West Mt. Rd. Queensbury, NY 12804 1,988 Sq. ff. two story addition to existing home. DESIGNER/CONTRACTOR: William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, cell 796-3449 Queensbury, NY 12804 Peter Brown, Construction Management cell 796-5600 36 Gage Ave. pjbrownski@aol.com fax 745-8741 Glens Falls. NY 12801 2935 office 745-7112 COMPLIANCE: Passes Maximum UA= 335 Your Home UA= 252 24.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimetel R-Value R-Value U--Facto UA Ceiling 1: Raised or Energy Truss 1052 30.0 5.0 29 Wall 1: Wood Frame, 24" o .c. 2198 19.0 2.0 111 Window 1: Wood Frame:Double Pane with Low-E 140 0.310 43 Door l: Solid 38 0.09-, `I Basement Wall l: Solid Concrete or Masonry M52 11.0 6.0 65 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 5.0' CChN,Il'LLANCE STATEMENT: The proposed building design described here is consistent with the building plans, spcciliwtioiis, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (fDrmerly MECcheck) and to comply with the mandatory requirements listed in the RESchecck Inspection Checklist. Builder/Designer ,!^�""� Date 6 c REScheck Inspection Checklist 2003 IECC REScheck Soilware Version 3.6 Release 2 DATE: 09/07/05 PROJECT TITLE: Addition to the Flaherty HomeAddition to the Flaherty Home - Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Raised or Energy Truss, R-30.0 cavity + R-5.0 continuous insulation C'ommcnts: Insulation must achieve hall height over the plate lines of exterior walls. Above-Grade Walls: [ ) 1. Wall 1: Wood Frame, 24" o .c., R-19.0 cavity +R-2.0 continuous insulation Comments: 1st. &2nd. Floor Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/5.0' insul, R-11.0 cavity + R-6.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. Windows: [ ] ( 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Parses Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] I 1. Door- 1: Solid. U-1actor: 0.098 Comments: `L 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 shags equal to or greater than 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 in accordance with the manuficturet's 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 Beating equipment must be provided. [ } Insulation R-values and glazing U-Factors must be clearly marked on the building plans or specifications. 4 Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] 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-8. Insulation is not required on return ducts in basements. Duct 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 181B. 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. i 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. 4 Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the j water heater has an integral heat trap or is part of circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. Circulatf`ng Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have T on/offheater switch and require a cover unless over 20% of the heating energy is from 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 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) U to o 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 HIVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping_Svstem Types Range(F) 2" Runouts l" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperatw-e 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, 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) TABLE Rl-""2.3.1(1) FLOOR JOIST SPANS FC-R COMMON LUMBER SPECIES (Residential sleeping areas; ;ive load=30 psf, L/A=360) - DEAD LOAD 1) psf DEAD LOAD=a0 pl f 2x6 2x8 _ o 2x12 2x6 2x8 2 1 2x12 Maximum floor joist spans JOIET SPAC NG (inches) SPECIES AND GRADE (ft,in.) (ft,in.) (ft -in.) (ft.-in.) (ft,in.) (ft,in.) (ft.- i: .; (ft,in.) Douglas fir-larch SS 12-6 16-6 -0 25-7 12-6 16-6 2, 25-7 Douglas fir-larch #1 12-0 15-10 -3 24-8 12-0 15-7 I 22-0 Douglas fir-larch #2 11-10 15-7 1 1 -10 23-0 11-6 14-7 1 20-7 Douglas fir-larch #3 9-8 12-4 1 ­0 17-5 8-8 11-0 1,- 15-7 Hem-fir SS 11-10 15-7 I 10 24-2 11-10 15-7 19-1 ? 24-2 Hem-fir #1 11-7 15-3 i I' - 5 23-7 11-7 15-2 18 21-6 Hem-fir #2 11-0 14-6 I` 6 22-6 11-0 14-4 I 20-4 I ; Hem-fir #3 9-8 12-4 i i 0 17-5 8-8 11-0 1. 15-7 1 Southern pine SS 12-3 16-2 i 8 25- 1 12-3 16-2 2( - ( 25- 1 Southern pine #1 12-0 15-10 2 -3 24-8 12-0 15-10 2("- 24-8 Southern pine #2 11-10 15-7 i -10 18-8 11-10 15-7 I'll. 21-9 Southern pine #3 10-5 13-3 1 8 18-8 9-4 11-11 16-8 Spruce-pine-fir SS 11-7 15-3 1' 5 23-7 11-7 15-3 191 23-7 Spruce-pine-fir #1 11-3 14-11 1 0 23-0 11-3 14-7 17 20-7 Spruce-pine-fir #2 11-3 14-11 1 0 23-0 11-3 14-7 17- 20-7 Spruce-pine-fir #3 9-8 12-4 1 0 17-5 8-8 11-0 1 15-7 Douglas fir-larch SS 11-4 15-0 i' 1 23-3 1 1-4 15-0 19" i 23-0 Douglas fir-larch #1 10-11 14-5 1 r 5 21-4 10-8 13-6 16 19- 1 Douglas fir-larch #2 10-9 14- 1 1 2 19-11 9-11 12- 7 15 ` 17-10 Douglas fir larch #3 8-5 10-8 0 15- 1 7-6 9 6 !1 13-6 Hem-fir SS 10-9 14-2 0 21-11 10-9 14-2 18 G 21-11 Hem-fir #1 10-6 13-10 8 20-9 10-4 13- 1 16- C 18-7 Hem-fir #2 10-0 13-2 i s 10 19-8 9-10 12-5 15 2 17-7 16 l lem-fir #3 8-5 10-8 0 15- 1 7-6 9-6 11 13-6 Southern pine SS 11-2 14-8 9 22-10 11-2 14-8 18- 9 22-10 Southern pine #1 10-11 14-5 5 22-5 10-11 14-5 17 1 21-4 Southern pine #2 10-9 14-2 0 21- 1 10-5 13-6 16- 1 18-10 Southern pine #3 9-0 11-6 7 16-2 8- 1 10-3 12- 2 14-6 Spruce-pine-fir SS 10-6 13-10 i S 21-6 10-6 13-10 17, 8 21-4 Spruce-pine-fir #1 10-3 13-6 ? 19-11 9-11 12-7 15- 5 17-10 S - 2 10-3 13-6 2 19-11 9-11 12- 7 15 17-10 Spruce-pine-fir #3 8-5 10-8 0 15- I 7-6 9 6 11 S 13-6 Douglas fir-larch SS 10-8 14- 1 0 21-10 10-8 14- 1 18 J 21-0 l)ouglas fir-larch #1 10-4 13- 7 9 19-6 9-8 12-4 15-;) 17- 5 Douglas fir-larch #2 10-1 12-10 18-3 9- 1 11-6 14- 1 16-3 i Douglas fir-larch #3 7-8 9 9 I !1 13-9 6-10 S-8 10 i i'?-4 I icm-fir SS 10- 1 13-4 20-8 10- 1 13-4 IT 0 '0-7 .Icm-fir #1 9-10 13-0 I 19-0 9-6 12-0 ?14 ti 17-0 1 icm-fir #2 9-5 12-5 I 17-1 r I I if , FLOORS TABLE R502.5(2)-R502.8.2 TABLE R502.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (Maximum header spans for dougias fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) BUILDING WIDTHc(feet) 20 28 36 HEADERS AND GIRDERS SUPPORTING SIZE Span NJd Span NJd Span NJd 2-2x4 3-1 1 2-8 1 i 2_5 i 2-2x12 8-I _ 7-0 2 6-3 2 One floor only 3-2x8 7-2 1 6-3 1 5-7 2 3-2x10 8-9 1 7-7 2 6-9 2 3-2xl2 10-2 2 8-10 2 7-10 2 4-2x8 5-10 1 5-1 2 4-6 2 4-2x10 10-1 1 8-9 1 7-10 2 4-2x12 11-9 1 10-2 2 9-1 2 2-2x4 2-2 1 1-10 1 1-7 1 2-2x6 3-2 2 2-9 2 2-5 2 2-2X8 4-1 2 3-6 2 3-2 2 2-2x10 4-11 2 4-3 2 3-10 3 2-2x12 5-9 2 5-0 3 4-5 3 Two floors 3-2x8 5-1 2 4-5 2 3-11 2; 3-2x10 6-2 2 54 2 4-10 2 3-2x12 7-2 2 6-3 2 5-7 3 4-2x8 4-2 2 3-7 2 3-2 2 4-2x10 7-2 2 6-2 2 5-6 2 4-2x12 8-4 2 r7) 2 6-5 2 1 nr cl: I Inrl,—,.;.1 mm. I foot 304.9 nun. b.Tabulated values assume#2 grade lumber. c.Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the headers are permitted to be supported by an approved framing anchor attached to the full-height wall stud and to the header. R502.7 Lateral restraint at supports. Joists shall be j�up- ters and beams shall not exceed one-sixth of the depth of the ported laterally at the ends by full-depth solid blocking notless member,shall not be longer than one-third ofthe depth ofthe than 2 inches(51 mm)nominal in thickness;or by attachment member and shall not be located in the middle one-third of to a header,band,or rim joist,orto an adjoining stud;or shall be the span.Notches at the ends ofthe member shall not exceed otherwise provided with lateral support to prevent rotation. one-fourth the depth of the member. The tension side of members 4 inches(102 mm)or greater in nominal thickness Exception:In Seismic Design Categories D 1 and D2,lateral shall not be notched except at the ends of the members.The restraint shall also be provided at each intermediate support. diameter ofholes bored or cut into members shall not exceed R502.7.1 Bridging.Joists exceeding a nominal by 12 shall one-third the depth of the member.Holes shall not be closer be supported laterally by solid blocking,diagonal bridging than 2 inches(51 mm)to the top or bottom of the member,or (wood or metal),or a continuous 1-inch-by-3-inch(25.4 mm to any other hole located in the member.Where the member by 76 mm.)strip nailed across the bottom ofjoists perpendic- is also notched, the hole shall not be closer than 2 inches ular to joists at intervals not exceeding 8 feet(2438 mm). (51 mm)to the notch. R502.8 Drilling and notching.Structural floormembers shall R502.8.2 Engineered wood products. Cuts, notches and not be cut,bored or notched in excess of the limitations speci- holes bored in trusses, laminated veneer lumber, �­luc- 11t, itTL_ effects of such penetrations are specificaily considered in R302.8.1 Sawn lumber.Notches in solid lumber joists,raf- design ofthe meniber. RESIDENTIAL CODE OF NEW YORK STATE 83 TABLE R502.5(l) FLOORS TABLE R502.5(l) GIRDER SPANSe AND HEADER SPANSe FOR EXTERIOR BEARING WALLS (Maximum header spans for douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) GROUND SNOW LOAD(psf)e 30 50 Building widths(feet) 20 28 36 20 28 36 HEADERS SUPPOR71NG SIZE Span NJd Span NJd Span NJd Span NJd Span NJd Span NJd 2-2)<4 3-6 t 3-2 1 2-10 1 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 1 4-1 1 3-8 2 2-2x8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 Roof and ceiling 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 2 1. 3-2x12 12-2 '. 10-7 2 ^-5 In-? - 4-2x8 7-0 1 6-1 2 5-5 2 6-1 '_ 5-3 2 4-8 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 2-2x4 3-1 1 2-9 1 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 Roof,ceiling and one center-bearing floor 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-Z$Q L- 3-2xl2 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 Z 8-0 2 7-2 2 `—� 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 2-2x4 2-8 1 2-4 1 2-I I 2-7 1 2-3 1 2-0 S 2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 1 3-4 2 3_0 2-2x8 5-0 2 4-4 3-t0 2 4-10 2 4-2 3-9 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2xl2 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 Roof,ceiling and one clear span floor 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x]2 840 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 d_2xR 5_I 2 1_G I 1_11 a-2x10 S-9 2 7-7 2 6-10 2 S-7 _ 1 4-2x12 10-2 2 8 0 2 7-1) 2 9-11 2 8-7 2 7-8 2 2-2x4 2-7 1 2- 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 2-2x10 5-9 1 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3 Roof,ceiling and two center-bearing floors 3-24 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 3-2xI0 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x]2 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2x10 84 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 1 8-3 2 7-5 2 For St: 1 inch=25.4 mm,I pound per square foot=0.0479 kN/m2. a.Spans are given in feet and inches. b.Tabulated values assume#2 grade lumber. z.Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. J.NJ-Number ofjack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. 82 RESIDENTIAL CODE OF NEW YORK STATE TABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living area 3, live load=40 psf, L/A=360) DEAD LOAD=10 psf DEAD LOAD =20 psf 2x6 2x8 2x10 2x12 2x4 2x8 2x10 2x12 1 Maximum floor joist spans JOIST SPACING (inches) SPECIES AND GRADE (ft,in.) (ft.-in.) (ft,in.) (ft.-in.) (ft,-n.; (ft,in.) (ft,in.) (ft,in.) Douglas fir-larch SS 11-4 15-0 19- 1 23-3 1 1- 4 15-0 19- 1 23-3 Douglas fir-larch t i 10-11 14- 5 18-5 22-0 i 0 '.1 14-1 17-4 20- l Douglas fir-larch f 2 10-9 14-2 17-9 20-7 :0 6 1 3-3 16-3 18-10 Douglas fir-larch 0) 8-8 11- 0 13-5 15-7 7 :1 10-0 12-3 14-3 Hem-fir SS 10-9 14-2 18-0 21-11 10 9 14-2 18-0 21-11 Hem-fir #1! 10-6 13-10 17-8 21-6 10 6 13-10 16-11 19-7 Hem-fir 42 10-0 13-2 16-10 20-4 (C. 0 13- 1 16-0 18-6 Hem-fir .#3 8-8 1 1-0 l 3-5 15-7 7-:1 10-0 12-3 14-3 1 Southern pine SS 11-2 14- 8 18-9 22-10 1 1 2 14-8 18-9 22-10 Southern pine 10-11 14- 18-5 22-5 i 0 1 14-5 18-5 22-5 Southern pine P2 10-9 14- 2 18-0 21-9 i 0-9 14-2 16-1 1 19-10 Southern pine 3 9-4 1 1-1 1 14-0 16-8 8 6 10-10 12-10 15-3 Spruce-pine-fir SS 10-6 13-10 17-8 21-6 10 6 13-10 17-8 2)1-6 Spruce-pine-fir # i 10-3 13-6 17-3 20-7 10 3 13-3 16-3 18-10 Spruce-pine-fir i? 10-3 13 6 17-3 20-7 10 3 l 3 3 16-3 18-10 Spruce-pine-fir 8-8 1 1-0 13-5 15-7 7-.1 10-0 12-3 14-3 Douglas fir-larch Sti 10-4 13- 17-4 21 1 !f! 4 13 7 17-4 21 0 Douglas fir-larch 9-11 13- i 16-5 19- 1 9 8 12-4 15-0 17-5 Douglas fir-larch 9-9 12- ? I5-5 17-10 9 1 11 6 14- 1 16-3 Douglas fir-larch t- 7-6 9. o 1 1-8 13-6 6- 0 8-8 10-7 12-4 Hem-fir SS 9-9 1'_-10 16-5 19-11 9 9 12-10 16-5 19-II Hem-fir 9-6 12- ? 16-0 IS-7 9 6 12-0 14-8 17-0 Hem-fir +_' 9- 1 12- o 15-2 17-7 8- 1 11-4 1 3-10 16- 1 16 Hem-fir r 7-6 9-0 11-8 13-6 6 0 8-8 10-7 12-4 Southern pine S.1 10-2 13- 4 17-0 20-9 10 2 13-4 17-0 20-9 Southern pine ;?i 9-11 l 3- 1 16-9 20-4 9- 1 13- 1 16-4 19-6 Southern pine _' 9-9 12-10 16- 1 18-10 9 (i 12-4 14-8 17-2 Southern pine «3 8- 1 I(i 3 12-2 14-6 7 4 9 5 11 1 13-2 Spruce-pine-fir SS 9-6 12- 7 16-0 19-6 9-6 12-7 16-0 19-6 Sprucc-pine-fir f i 9-4 (2 15-5 17-10 9 1 1 1-6 14- 1 16-3 Spruce-pine-fir 9-4 12- 3 15-5 17-10 9 1 11-6 14- 1 16-3 w- Spruce-pine-fir .t 7-6 9- 11 8 13 6 (i- O 8 S - 10- 7 12-4 Douglas fir-larch SS 9-8 12-10 16-4 19-10 9 8 12-10 16-4 19-2 Douglas fir-larch !1 I 9-4 12-41 15-0 17-5 8 0 H-3 13-8 15-1 1 Douglas fir-larch 9- 1 1 1 14- 1 16-3 1 1 10- 1. ?-10 14-I(I Dou-las fir-larch i; 6-10 8 10- 7 12-4 (i 3 7-I I 9- S I I-3 Hem-fir 5 9 2 2 15- 5 18-9 9 ? 12- 1 = 15-5 18-9 Hem-fir "; 9_0 1 ! 14- 8 17-0 ,4 10-1 1 1-4 1 S_(, Table of Basic Unit Sizes/Casement and Compatible Specialty Windows Scale 1/8"- 1'-0"(1:96) U-8 t/2" 2'-0 t/s" 2'-4 3/a" 3'-4 3/4" 4'-0' 4'-8 1/2" 5'-11 !s" 2'.11}'/t " 3'-4"'/:E" 4'-0" 4'-11 7' Unit Dimension — _ (521) (613) (721) (1035) (1219) ~(1435) (1826) (913)_ (1037) i1219) (~ (1521)-" 1,-9=! 2'-0`'A I 2'-47/s"!I T'5 1/4= 4'-0 1/2" 4'-9" I 6'-0 3/a„ Rough Opening 3'0�/2" 3'-5 3/8" 4'0 t/." 5'0 /a' (533){ y (625) 1(7337) I (1048)7f ~ —r ~'(1232) 1 (1448) (1838) 1 (927) (1051) (1232) (1534) CTCi CTCWS CTC2 CTCW2 CTC3 CTCXW2 I i CTOC1 Unoost acted Glass 1915/ts" 239/1e" 36"_ 4313/16" 31 t'e-_ Gtass �_ — _ (491) (598)• (914) (1097) I"7911 j AR21 AR251 AR31 i+ _ •—• AN31 0 4i� rn A21 A251 A351 A41 A31 AW31 1 16 t/a" 19 3h" 24" 16 t/e" 19 3/4' 24' 19 3/a" 31'/s" 36" 43=%_e"� 55=;±e' I UnobsWctedGlass =------. - •--- --» Glass - I (410) (502) (610) (410) (50i2)) (610) (502) (791) (914) (1097) (1399) CN13 C13 CW13 CN23 C23 CW23 C33 P3030 I. .. .. - CN135 C135 CW135t CN235 C235 CW235t C335 '; --- — — CN14 C14 CW14t CN24 C24 CW24t C34 P3040 P3540 P4040 _ ---;--- � i��-- -- oo CN145 C145 CW145t C245 CW245t —C345 P4045 CN15 C15 CW15t CN25 C25 CW25t — C35 P3050 P4050 P5050 CD CN155 C155 CW155t C255 CW255t P4055 I � These doublewitle units are available as:P Left Oper./Right Oper. ----- - — - ---- Left Oper./Right Stat. Left Stat./Right Oper. — ( or Stat both sides. • I �nese arms mee:or exCeed.�a 10rdsmg a owsmons Clear OpenaOre Area of 5.7 sq.ft..Clear 0penabie Width of 20`and Clear 0penable Height of 24'when appropriate hardware Islra,gnl arm t 5 sCEOi.ec 186 Ining Specifications-Casement Window a Clear Opening in Full Open Position ' Top of Subfloor i g a4 Clear Opl Clear Opg. Straight Arm I Split Arm ( Crack Opening Straight Arm Split Arm j to Top of Inside I Overall Unit iy Straight Arm Split Arm Width Width Height Glass ( Vent Sash Only Vent Vent Sill Stop Area Sq._Ft. (m°j- Sq_Ft m2,(finches (mm) inches (mm) I Inches (mm) LSq.Ft. (��L neat FL (mm) �Sq.Ft._ (m2) Sq.FL (m�) i Inches (mm) ; Sq.R_ (m') - - 2.3 (,214) - - t0 (775) 't1 ;4".• (789) 3 5 ,325) ^'1 '' "(2i o; - - 3.1 35:. _ _ 2 7 l.257} - - 10'3(.1' (2751 36 J; r9131 fin f.:1<1 3 4 - - 3.2 (297) - - 10 t3/1R (275) 43 'J>" (1095) 4-8 (446) 10'1]%1,"(33a2) - a.3 (399) 36 ''/;{" (932) 6 8 (.63" 46ti..w - _ 3.6 (.334) --. . 1011/Is' (275) 47+sJlu'(12181 5.4 (.502) 11 9 '/is"(3586) ------4.8 (.446) 31_'/A (810) 7 5 - - 4.1 (,387) - - 10 13f1a (275) 55" (1397) 6.2 )576) 12'Ll 1f,a"(3945) V-. __--`_. 5.5 (Sll) 24 u/,a (630)-�� 8.5 (.790) 4.5 ( ) - - 11/,e (275} 59 i5/ "(1522 6.7 (.622 13 9 ,s 0196) - - F 0 t.557t to I�' 1505) o•,+ 'ccc. - - ,478 10 ,s ) ) / _ _ 5 p (Ag5) - - 10 1'/,s (275) T (1702) 7-5 (.697) 14-tl ,s"(4555) - - b r (-622) 12 �'/,rs 1325) 10 2 (v48) 4.0 (372) 3.1 -1.?1 8) 18 aftc" (465) 14 7f (367) 31 /,s" (789) 4.3 (.3n9) 9 6 1s (2313) 4.0 (372) 3.9 (.362) 48 '/a (1238) 6.0 (SSl7 _ - 4.6 (.427) 3.6 (.33d) 18'/a" (465) Id '/(rs (367)_5 5f,n (913) 4.9 (455) 10'n '/s•(3L6t) _,4.6-(427)_.. 4.5 (.418) 43 �iB (1114) 5.2 t_632} („r (.511) _.-43-_..(_399) I8_S/ic" (465) la 'Jrs' (367) 43 1/a_(1095) 59.. G548)_.- 11'6�'f,,"(3526) _5_5 (.SSS) 5.4 (.502) 36 +/is (932) 8.0 (,743) t. '•6.1 (.587) _4.8 (.446) 18 a/ic" (465) 14 '/la" (367) 47 15J,6(1218) 6_6 (.613) IT 4 1&-(3770) 9.1 (567)_ 6.0 (.557) 31 7/e (810) 8.8 (.818) 7.0 (.650) 5.5 (.511) 18 5 465) 1d�j16 (367 55' _(1397-) 7.5-691 13'6 a,5(4129) -7.0 (.650) 6.9 (.641) 24 13/,s (630) l0A (.929) 7.6 (.706) 6.0 (.557) 18 S/c" (465) 14 '/1a (367) 59 Is/I,,"(1522) 8.2_(762) 14'4 7/,s'(43801 7.6_(,706) 7.5 (.697) 19_7/8 (505) 10.9 (1-013) i 8S (.790) -6.7 (,622) 18 Sfis" (465) 14 /Is (367) 67` (1702) 9.2 {855)_ 15'6 9JIs(4739) 8.5 (790)- 8.4 (.780) 12 -}Js (325-) 12.0 (1.115) d.9 (.455) 22 s/la (573) _18'l�fa (47_5) 31 ljrs" (789) 5.2 (483) 10'3 a/1a"(3129) 4.9_(.455)- 4.8 (.446) 48 3/4_(1238) 7.1 (.660) 4 5.7 (.530) 5.1 (.474) 22 s/16- (573) 20" `(508) 36 3/e (924) 6.0 (.557) 11'0 15f1s"(3377) 5.7 (.530) 5.5 (.511) 43 7fa' (1114) 8.0 (.743) I _6.8 (.632) 6.0 (.557) 22 " (573) 20" (508) 43 1/s' (1095) 7.2 (.66_9) IT 3 5/Ss(37421 6.8 (.632) 6,6 (.613) 36 11J,--_(932} 9.5 (.883} SJis j 7.5 f.697 6.7 (_622) 22 5 _ _-- - --47 15 Is"( ._ _(.. ) Is/ ( 7))_ ) _ '/a (810) 10.4 /,s (573) 2Q' (508) / 1218) 8.0 743 13'0 ,fi(3986) 7.5 fi97 73 (.678 31 (.966) 8.6 (.799) 7.6 (706) 22 SJ16 (573) 20' (508) 55` 11397) 9.2 (855) 14'3 '/,e(4345) 8.6 (799) 8.4 (.780) 24 i3f,a (630) 11.8 (1.096) G 9.4 (.873) 8.3 (.771) 22 5/I6" (573) 20' 508) 59 15fs(1522) 10.0 (.929) 15'0 Is/,e"(4596) 9.4 (.873) 9.1 (.SdS) 19 '/B"_ (505) 12.8 (1.189) 10.5 075) _ 9.3_ (.864) 22 s/,a' (573) 20' (508) 67" (1702) _1_12 (1.0_41) 16'3 1/,s(4955) 105_ (.975) t0.2 (.948) 12-13/,s" (325) 14.2 (1.319) t - - _2._3 (.214) - - 10 f3116_"_(275)_ 31 1/,s (789) -7.0 (.650) 17'10 7Je"(5455) ___- _-- 6.2 (.576) 48. 3_f. (1238) 10.2 (.948) 2.1 (251) - 10°/Is (275) 35 is/,s" (913) 8.0 (.743) 17 6 3/e (5953) - - 7.2 (.669) 43 (1114) 11.5 (1.068) 3.2 (297) - - 10 t3/Ic_"-(275) 43 iJe" (1095) _9.7 (.90]) 21'71 1/A(6683) __- 8.6 (.799) 36 11fs_(932) 13.6 (1.263) i -- - 10/a/18 (275) 41 Is&'(1218) 10.7 (994) 23'6 3/a (7172) - 9.6 (.8921 31 7/e (810)_ 15.0 (1.394) 4.1 (381) - - 1013J1g (275) 55" (1397) 12.3 (1143) 25'lOsJe(7890) - 11.0 (1.022) 24 13/1s (630) 16.9 (1.570) _ - - 4S (.418)_ - - 10_13I1s (275) 59 1Ails"(1522) 13.4 (1.245) 2T 6 3/a`(8392) - - _ 12.0 (1.115) 19 7Ja (505)_ 18.4 (1.709) I - 5.0_ t 465) - - 1013J1a (275) 67' (1702) 15.0,(1394) 29'10%'(9109) 13.4 (1.245) 12 13JIs (325) 203 (1.886) 12.0 (1.115) 4.6 {.427) 3.6 {.334) 18 a/lc" (465) _14_-7%,y (387} 35 15/s (913) 9.9_ (.920) 20'8 1Jj f6321} _9.2 (855)- 9.0 (.836) 43-7Ja (1114) 13.6 (1.263) 5.5 {,511) 4.3 (.399) 18 3/,� f465J 14 7J,8' (367} 43 1/a" (1095) 11.8_(1.0'9_6) 23'1 s/e i7052) 11.0 (1022) 10.8 (1.003) 36_"/ls (932) I6.0 (1.486) 6.1 (.567) 4.8-(.446) 18 5/s" (d65) _14 _J78-(367) _47 SSJSs"(1218) 13.1 (1.217) _24'8 '/e'(7541) 12.1 (1.133) 12.0 (1 115)_ 31 7fa" (810) -17 6 (4.635) 7.0 (.650) 55 r511) I8.5/is" (465) 14 %;" (367) 5•+' (13^') 75.7 (1.403) 't ;a" (82G37 14.0 (5.302) �i _ :I1_� _. (63[:) _ - - 7.6 (2.230) (.372) 22 2&' (573) 1831/,67 475)--31 11,67 789) 10.4 966)- 20'6 % (6258) 9.8 (_910) 9.6 (.892) 48_ 3(, (1238.)_ 14.1 (1.310) 5.7 f•530) 5.1 (.474)- 22 4/1a" (573) 20' -(508) 36 3Jg (924) 12.0 (1.115) 22'1 7/, (6753) 11.4 (1.059) 11-1 (1.031) 43 % (1114) I6.0 (1.486) 6.0 (.557) 22 3(l,' (573) 20' (508) 43_Ile (1095) 14.4 (13381 24'6 5Je(7483) 13.5 (1,254)... 131 (1.217) _ 36 11J,e" (932) 184 11.7471 6.7 (.622) 22-2/s" 15731 20' (508) -47 1 j (1218)- 16.0 (I d86) 26 t 'fq" (7�)7 ) _75.L (1.394) 14.6 (1.356) 31 Ja" (810) 20.8 (i 93<) 8.6 {J991 7.6 1.7015) 22 3/1e" (573) 20' (508) 55" (1397) 18.3 (1.700) 28'6 1/a" (8690)_ 17.3 (1.607) 16.7-_{1.551) 24 �'/„^ (630) r3 5 !2-1831 .., _ __.._. _._ -r - _ - 9.r i71) 72 ?r.r- (i73) 20' (SOfl) 9 .'i (f 71 +i ESE r I .. Ji i 1�J' - - 1 19 (505 25.Ci ) %•''O , i �C.0 i Is (' � ll r ,] 18.L (t.ti91 --ys_---.--) {2.378 ' 10.5 (976 9.3 (.864) 22 a _. )_ (1702) 22.3 (2.072) 32 6 '/• (99091 21.0 (in511 20.4 (1.805) 12_13j f2 -__°2 ) fie (573) 20' (508 67"- ---- - -._-.. •e- --.. .. - � I -cti 4.0 (372J 3.1 (.2_88)____-,28 5/yc" f465) 14 fla (367) 31 1/1s" (789) 12.8 (1.189) 19 1 3Je (5826} _7.9__(7_3d) 7.8 (.725) 48. 3/ (1238) 17.9 (1.663) 5.5 f•513) _ 4.3`(399) 28 5/is" (465) 14 %ts_(367) 43 1/e' (1095) -17.7 (1.644) 23'1 s/a' (70521 11.0 (1.022)- 50.8 (1.003) 36 1tf1s (932)_. 2d.0 (2.230) 6.1 (.567J 4.8 (446) 18 S/a" (465) 14 7/Is (367) 47�Sfts(1218) �.7 (1830) 24'8 7fa (7541) 12_2 (1134) 12.0 (1.115) 31_'Je_._(810) 26.4 (2.453) 7.0 (.650) 5.5 (.511) 18 5/,c" (4�1 -14 'Js (367)- 55" (1397) 22.6 (2.100)_ 2T 1 1/a (8258) 14.0 (1.3D1) 13.8 (1.282) 24 13J1s i6.30) 29.9 (2.775) Window Circle Top'Window Glass Area i Clear Opening in Full Open Position I i Tap of SubOoor Glass Area I Crack Opening to Top of Inside I Overall Unit Nd A 11 Sq.-ft. (in,) - Clear Opg. 1 Width Depth Glass Vent Sash Only Vent Sill Stop Area (1a y 1 9 (.177) lAq.-Ft. (m)j Inches {mm)Iinches_ (mm) S Ft 1m5)_(Lineal FL_(mm) SqFt (mzj 4 inches (mm) Sq.Ft.-(m')_ 1.0 {,0929) I,` ( ) / ( ) Jj6 (1951) 08 i 074) 67 7/15 (1713) 2.8 (260) � 'pie 0.8 (.0T4) _19 1Jz 495 5151e (L51) 1.7 158 6'4 t3 _.` _ _ _ lUn�k ) i-- --- ].5 (.139 1.0 (.093) 23 If, (603) 5 1s&' (151) 2.0_(.186) 7'0 5/,e" (2151) _10 (093) 67%,s" (17131 _3.3 (307)_- 1 2.7 (.247) 1.3 (.121) 31 1/1,' (795) 5 15&' (151) 2.7 -(.251) 8-4 7/,y (2551) 13 (121) 67 1/1s" (1713) 4.2 (390) 13 (.121) 31 Sha (195) 6" (152) 3.5 (.325) 8-11 7/,6' (2730) 13 (12 1)_63 15(,a(1624) 5.1 (474)_- C?( rxa 5-1 (.474) 0.8 (.074) 19 1/:_ (495) 6" (1_52) _2.6 (.242) 7-7 '/,s (2313) _0 8V(074) 60 SJta' (15321 _4.0- (.372)_ rCFG('02 r 7.3 (.678) •' 1.0 (..3) 23 3ji 1603) 6 'It' (156) 3.2-,(.291) 8'3 3/,s=(2519) 10 (.093) 60. 5/la (1532) _4.8. (.446) 12.3 (1.142) 13 (.121) 31 '/{ (795) 6 1/" _(156) d.3 (.3991 9'G '/,r, (29 31 1.3 (_121) ro`Jir"- (_ ) 6.0 55: 7.5 fA-9% 36 'J;; 1919) _ri_ _(156) 4.9 (.d55) 10'4 /.F (3161) 1.5 (.139) 60''J,.; (1532) 6.8 f.6321 13 /.; (11021 6 /. (1561 5.9 1.5481 It'(, 1,C (3526) 1.8 (.1671 80 /15 (1532) 8.0 (.743) 1.3 (.121) 31 sJ1a` (795) 5 Ile (156) 5.2 (483) 10'3 3J,c' (3129) 1.3 (_121)- 56 1/16, (1424) 7.1 -(.660) is meet or exceed the following dimensions:Clear Openable Area of 5.7 so.ft., nab�e wid?h nr 20"and Clear Oo^na n,r,N=ikht of 7a-vrhen anornnneh herdwarP ,rm or split arm)i5 soerihed. .-StralHht-arm'C'aidlh units available as soecia)orders. or to;ill heights are calr,ilafod bas°o omon a;trurtural header Leight of G' "~ Basement Windows Table of Basic Sizes Opening Specifications Scale 1/8"= V-0"(1:96) Unit Dimension 2'-8 ya" Sq-Ft. Max.Cleat Opening In Square Crack Ong. Square Top of Sq.Ft. (816) (ml) Full Open Position Feet Lineal FL(mm) Feet Subfloor to (m') Unit Clear in inches(and mm) (m') Vent Sash (ml) Top of Inside Overall Rough Opening 2'-8 5/8" No. Opening Width Height Glass Only Vent Sill Stop(mm) Unit Area (829) 2813 - -2.0 29 3/e" -9'`/.<" 1.8 7'0" 2.4 5'6-/-"` 3.43 275/16" (.186) (746) (252) (.167) (2134) (.223) (1692)- (.319) Unobstructed Glass 2817 2.8 29'/a' 13'5/.4" 2.6 7'8'/_" 3.2 5'2-'! 4.32 }� (694) (.260) (746) (354) (.242) (2356) (.297) (1591)" (.401) M2820 3.7 293/s" 17'7i" 3.3 8'4 /" 4.0 4'10-%•'- 5.21 1= a (.344) (746) (456) (.307) (2559) (.372) (1489) (.484) 2813 " figures when used as utility window with 6'8'(2032)to bottom of header neigrit(see illustration) a, 100 N �Irn 2817 Basic Unit and Rough Opening Details ^ — lamb Jamb �-✓v L- 2820 —- m � x -Ta ti Head o Umt Dimension 1/4"(6) --••1/4'(6) Flashing Rough Opening furnished ' - ~-- by others - 3/8'. Horizontal Section (10) 1 y Sill Vertical Section Steel Buck Form Detail NOTE:Dam with block of wood on each end Scale V-1/2"- 1"(1:8) to prevent concrete ham(lowing on the head jamb Typical detail for installing unit in 8"poured concrete wall.Split bucks are y applied to show dimensions for-locating unit in wall.Bucks are easily removed after stripping wall forms. —__-- --Head - ------ _ __ Wall (".:Line punerc•pr 9 Dhrr�"ipr 9 pnrars'nn B - Thickness Buck Width Unit No.2813 Unit No.2817 Unit No.2820_ _ _ -6"(152) 1"( 25) 1'-4'/a"(410) 1'-8'/e" (511) 2'-0 ye"((�3) o '7'(178) 2"( 51) 1'-4 i/i'(419) 1'-8'/e" (521) 2'-01/2"(622) 8'(203) 3"( 76) 1'_4'/s"(429) 1'-8 /a" (530) 2'-0'/a"(632) o cb m m N a. C a _9"(229) 4"(102) 1'-5 1/4'(438) 1'-9 ya" (540) 2'-1'/+"(641) Jamb K x = 10'(254) 5"(127) 1'-5%"(448) -1'-9 5/a" (549) 2'-1 s/e"(651) ---- ---T •11"(279) 6"(152) T-6" (457) 1'-10" (559) 2'-2" (660) 12'(305) 7"(178) 1'-6'/a"(467)- 1'-101/,"(568) 2'-23/a"(670) \ Available by special o(der- Outside Inside wall form wall form Temporary Cleat it inside form is erected first. Temporary _ Use the following figures cleat for for locating inside cleat: positioning -"-" — 2813-1'2-7/8'(378) split bucks Sill 2817-1'6-7/8"(479) 2820-1'10-7/8"(581) 208 WINDOWS DOORS 41 Andersen. Opening Specifications for Tilt-Wash Basic Sizes clearOpe,ir it FL,!i Open Position t fop of Subfloor Crack Opening - :o iop of Inside ; Overall Unit Clear Opg. I Wict'i Height Glass Vent Sash Only Vent Sill Stop Area MSq.Ft. (m2) i Inches ,m.n) Inches (mm) Sq.Ft. m=) lineal Ft. (mm) Sq.Ft. (m') u 1es (mmi)!Sq. Ft._(m2) 1.77 (.164) 17'/8" 4 1) !-1 '/i" (362) 2.90 (.269) 10'S"-(3175) 1.78 (•1-51 S >° (1231)_ 5.53- (.514) amm-2.02 (.188) 17 1/8"- ,474) 3 ;/.," (412) 3.32 (.308) 11' 1" (3378) 2.03 (.153 a (1130) 6.14 (.570) 'SEW2.26 (.210) 177/8" 4 4) /," (463) 3.74 (.347) 11'9" (3581) 2.28 (.2.2, 0 (1028),6.74 (.626) MMW2,51 (.233) 17'/s" 434) /," (514) 4.15 (.386) 12'S" (3785) 2.53 (.235) i6 (926) 7.34 (.682) fl�U.76 (256) 17 7/s" 4 i4) "' !i" (565) 4.57 (.425) 13' 1" (3988) 2.78 (.253) 32 (825) 7.94 (.737) ]MMBW3.01 (.280) il'/s" 4:;4) (616) 4.98 (.463) ITT (4191) 3.02 (.251, J8 '>" (723) 8.54 (.793)_ 3.26 (.303) 17 1/8" 4 34) !,"- (666) 5.40 (.502) 14'S" (4394) 3.27 (.304) G (622) 9.14 (.849) 3.51 (.326) 17 7/8" 4.-41 3 14" (717) 5.81 T(.540) 15' 1" (4597) 3.52 (.327) 20 ',- (520) 9.74 (.905) °` 3.01 (.280) 17 1/8" 45:1) %," (616) 6.23 (.579) 15'9" (4801) 3.02 (.281) 16 "1" (418) 10.34 (.961) ?r 4.00 (.372) 17 7/s" 4_54) 2 /," (819) 6.65 (.618)-16'S" (5004) 4.02 (.3-31 2 (317) i10.94 (1.016) M 4.25 (.395) 171/8" '4 4) /a" (870) 7.06 (.656) 17' 1" (5207) 4.26 (.396) S (215) 11.54 (1.072) am-2.16 (.201) 21 7/8" S36) /," (362) 3.68 (.342)- 11'55" (3480)- 2.18 -(.2;03) -8 ';" (1231) - -6.56 (.609) 2.47 (.229) 21 /e" 15 i6) 5 /a" (412) 4.21 (.391) 12' 1„ (3683) 2.48 (.230` (1130) 7.27 (.675) 2.77 (•257) 21 7/8" :5 i6) 3 '/," (463) 4.73 (.439) 12'9" (3886) 2.79 2 3 9 10 (1028) Z98 (.742) 5 3.07 (.285) 21 7/s" 'S 16) "i /," (514) 5.26 (.489) 13'5" (4090) 3.09 (.237- 6 (926) 8.69 (.808) Tf 2€4 3.38 (.314)_ 21'/g' S i6? /,," (565) 5.79 (.538) 14 1' (4293) 3.40 (3'6, 2 (825) 9.41 (.874)- �+ 3.68 (.342) 21 7/8" (5 6) /," (616) 6.31 (.586) 14'9' (4496) 3.70 (.3-•4 S (724) 10.12 (.940) T{Mt2041 3.99 (.371) 21 7/s" 5 6i i /," (666) 6.84 (.635) 15'S" (4699) 4.00 (.3'2) 24 (622) 10.83 (1.006) 11�t20 4.29 (.399) 21 '/s" '5;6) l:," (717) 7.37 (.685) 16' 1" (4902) 4.31 (.4;0, 10 (520) 11.54 (1.072) IW2QS6 3,68 (342) 21 7/,q 5�6'� (616) 7.89 (.733) 16 9" (5105) 3.70 (3 -4; 1 " (418) 12.25 (1.138) - TW205f0. 4.90 (.455) 21 /s" ,5;6) / (819) 8.42 (782) 17'S" (5309) 4,92 (.4..7; 12 ;" (317) 12 96 (1.204) --- - - - -----._. . - ,- - TW2(]62r 5.20 (.483) 21 7/s" '5:6) (.831) 18' 1" (5512) 5.22 4-5) 8 z" (215) 13.68 (1.271) (870) 8.95 (. TW242I0; 2.56 (.238} 25 7/s" 6�7; /," (362) 4.46 (.414) 12'5" (3785) 2.58 (.2'0, 3 (1231) 7.58 (.704) TWZ432 2.92 (.271) 257/s" 6-,7i (412) 5.09 (.473)- 13' 1" (3988) 2.94 (.2-1 '4 '�" (1130) 8.40 (.781) TW2436 3.28 (.305) 25 7/g" 6 ,7` /," (463) 5.73 (.532) 13'9" (4191)'- 3.30 (.3:)7; 0 '," (1028) 9.23 (857) TW24310 ' 3.64 (.338) 25 7/3" 'E 7 /," (514) 6.37 (.592) 14'S" (4394) 3.66 (.3 0; 6 (926) 10.05 (.934) TW2442 4.00 (.372) 25 7/9" (6 7 (565) 7.01 (.651) 15' 1" (4597) 4.02 (.3-3: %" (825) 10.87 (1.010) TW2446 1 4.36 (.405) 25 7/5" (6 1: /," (616) 7.65 (.711) 15'9" (4801) 4.38 (.4 7 (723) 11.70 (1.087) TW24410 4.71 (.438) 25 /,i" / /" (666) 8.28 (.769) 16'5" (5004) 4.74 (.4 10 (622) 12.52 (1.163) r , rr ersen, Table of Basic Unit Sizes Scale 1/8"-P-0"(1:96) 1'-9 e/s 2'-1 5/8' 2'-5'/s 2�'-7.5//"' 2'-9 5/a", 2%11 5/8; 3,-1 5/e", 3'_5 5/8" 3'-9 e/8" Unit Dimension (549) (�-651 - (7�-52) `` (8� 03) I (8 d5 ) } (90 (956) (1� 057)� (1159) ,1'-10t/a 2'-2 t/a8' 2'-6 t/8"I !2'-8 t/a"! 12'-10 t/a' 3'-0 t/a"' j 3'-2 t/a": 1 3'-6 t/a" 3'-10 1/8"i Rough Opening *--+ +— ' --' - Q 562 1 (664) (765) 16) i �(6 861) (917) 1 I (968) 1 (1070) (1172) ` Unobstructed Glass'" 19" 23" 25" 27" 29" (483) (584) k(8 635) 86) FBI ® 910 ® F9 FR TW18210 TW20210 TW24210 TW26210 TW28210 TW210210 TW30210 7W34210 TW38210 TW1832 TW2032 TW2432 TW2632 TW2832 TW21032 TW3032 TW3432 TW3832 TW1836 TW2036 TW2436 TW2636 TW2836 TW21036 TW3036 TW3436 TW3836 E 0 TW18310 TW20310 TW24310 TW26310 TW28310 TW210310 TW30310 TW34310 TW38310 �ivIv ".J Id pt-mi -_- - 7WI842 TW2042 TW2442 TW2642 TW2842 TW21042 TW3042 TW3442 TW3842 Cn H t lut � } TW1846 TW2046 TW2446 TW2646 TW2846 TW21046 TW3046• TW3446+ TW3846 71 TA 9 9 uni ^ S N � (. 7W18410 TW20410 TW24410 TW26410 TW28410 TW210410+ TW30410+ TW34410 * TW39410+ n in C4 TW1852 TW2052 TW2452 7W2652 TW2852* TW21052• TW3052+ TW3452• TW3852+ '' rf Theca r ii-'c ttage ( � Units was It Mil ands are'cottage I4 equal sash e . c� I I I have un l hequal sash. ;1�.—.—i ordered oy „-- _ p,ashs UM'Ler than tteIj U bottom sash. ' for LLJ lead bme JA 1W1866 TW2056 TW2456 TW2656 TW2856 TW21056 TW3056+ TW3456* TW3856 , Unobstructed glass height is for singVe L.- *sash only. I!i 1 1 i I i I I I �l) • These units meet or exceed the following HL d7men-;wrs:Clear Opecaole area or- CoI isq.ft..Clear Onenable width of 20"ai1n LA , ��� � � }� � i � i� � Clear Dpenabfe height of 24" TW18510 TW20510 TW24610• TW26510• 7W28510+ TW21051Q* TW30510• TW34510* TW38510+ "Unit Dimension'always refers to outside frame to frame dimension. . Dimensions in parentheses are in millimeters. ti N m . When ordering,be sure to specify color cn desired:White,Sandtone,Terratone'or ';.. Zo o n Forest Green. TW1862 TW2062 TW2462♦ TW2662* TW2862+ TW210620 TW3062• TW3462* TW3862 58 rw filt-Wash Double-Hung Windows I 'i6 C { 1 1 Ag''Specifications for Tilt-Wash Basic Sizes Cont. r4P Clear Opening In Full Open Position ;^ Top'.o4Stibflaor Crack Opening. .to Top of Inside Overall Unit t#� o .Width a. Helgfit; Olas9. Vent Sash Only, a Vent Sill Stop , Area s <,'Irichas mm Inches. m LinealFt. ..mre S�,Ft.', Inches .(mm S .ft m2 3,35r (.311) .33t/tl1 (860)! 14'/i (362) n801' (:668):;+ 14'5- (4394) ,338 (:31d): 481/7' (1231) 9.63 (.895) 3.92 (.355) 331/,-i`(860)',; 161/i (412) ,8,87' s(838';{, 15'1" (4597) ..3,85• ,,,35$)='., 44t/2' (1130) 10,67. (,991) 4.29 (.399) .33 (860), 18'/i (463) �,73 J,718)<: 15'9' (4801) 4,32: .'(,401)�i a0'/i (1028) 11.72 (1.089) 4.78 (.442) :337Jtl�,•�-,860)f 20'/,' (514) 8,69�•;-.;.(:798)i= 16.5' (5004) �•. 79r.;(id46)p� 36'/2 (926) :12.76 (1185) 523 (.186} 33 rftl"•'<(880)t 221Ji (565) ,9,45 r,:(.878):<; 17'1" (5201) :528 (489 ); 32'/2' (825) 13.81 (1,283) 5.70 (.530) 33°e":' (860), 241/," (616) ;10,31 (.968 17'9" (5410) „6,73 (.n2), 281/,' (723) ,14.85 (1.380) 6.17 (.573) ';33 f/1.,j,.(860) 261/; (666) ,11,17,;(1.038), 18'5' (5614) ; 6,20•.: (.576) 24'/i (622) 15.90 (1.477) - 6.64 (.61T) '33 t/tl".�,t860), 281J; (711) (1. 19'i• (5817) '.16,67'- 201/2* (520) '16.95 (1.575) 5.70 (.530) '33 r/e-"(960)' 241/: (616) j12.89.':-(i.198)i`; 19'9• (6020) `5,73';`(.632): 161/2* (418) 17.99 (1.671) 7.58 (.704) :33/s`.�' (880), 32'/i (819) .13:75..:.(1.277)'? 295' (6223) >',7.61'.':.,(,107)'?'. 12'/2 (317) 19.04 (1,769) 8.05 (348) 33T/tl (860) 34t/,' (870) `!14.81'`'(1367)'+ 21'1" (6426) '1.08' (.751)"` 872 (215) 20.08 (1.865) 3.74 (347) 377/tl''=-'(962) 14'/: (362) 4}09 �(.831)�; 15'5' (4699) s(`2?7H- (.36Q«, 48'/i (1231) 10.65 (.989) 4.27 (397) 377/e1;t (962)' 161/: (412) t)7,76 :'(:721);3 16'1' (4902) ',,A4.30 '(.399)_: 441/2- (1130) .,11.81 (1.097) _ 43D 1.446) $7 7/8` f,(962)' 181/: (463) t,8,73 f i Hll) 1&9' (5105) .•;4,83 (.449);' 401/2" (1028) -12.97 (L205) 532 (.494) 87.7/e:_{ (962) 20'/: (514) ;,9170... (.901) 17'5" (5309) -5,35 361/2" (926) 114.12 (1.312) - 5.85 (.543) 37.7/tl' ,. (982) 22'/,- (565) ,10.87 ,(.991)., 18'1- (5512) 5.88 (.546)._ 321/2 (825) 1528 (1.420).` ,, 6.37 f-592) 37'j, (952) 24'/' (616) 11.64 (1,081) 18'9• (5715) 6,41 (.596) 28 (723) 16.43 (1.526) 'Wi410' r 9n /.5r.7) 37-1' f962).._25/' (656) 12 61 (1 172) 19,5^ rcolpl---991 LC.14) 24 f522) 17 5q '1 63,n ftj4`"-'Fidw 1,iW4M152',.,- 71,13 9p- 371;` (962) 22/ (7171 i3.56 112C,21 0:1' (61):) i..h 6.37 (592) 377f, (962) 24'j; (616) 14.55 �f1352) `20.9' f6325) S.di (596) 16V,- (419)- 1990 (1.849) NFAW 8.48 (.788) 37'/8 (962) 32'/" (819) 15,5_ (1.443) 21'5" (6528) 8.51 (.791) ¢; 9.01 (.837) 37'/' (962) 341/,' (870) 16.50 ,(1.533) 21'1" (6731) 9.04 ..(.840) 8'/i (215) 22.22 (2.064) ! 4.14 (.385) '41 Ile'`(i064). 14'Ji (362) (r1.58 . (,702)J 19S' (5004) *11 :(.387)•? 481Ji (1231) -11.68 (1.085) 1 4.72 (.439) _,41.151, (1064)„ 161/: (412) 8.64'. (.803): i7.1(5207) i,4.76. ¢.442)`,: 441/2* (1130) 1294 (1202) 5.30 (.492) 417/e `f1064)'' 181/" (463) 9,72 .-(.903) 17'9' (5410) ,6.34 ':(490)'1 401/2' (1028) 14.21 (1320) 5.88 (S46) 417/f ,(1064)- 201/i (514) 18'5' (5614) 4,5.92 "(550) 361/i (926) 15.48 (1.438) ' 6.47 (.601) 417/a (1084) 22'/.' (565) rL1189 1,(1.105); 19'T (5817) 178.50 (.604), 32'/i (825) 16.75 (1.556) a, 7.05 (.655) 412/a (1064) 24'/,' (616) 12.97 (1205); 19'9" (6020) 7.08 ' (658)., 28yz" (723) 18.01 (1.673) 7.63 (.709) 417 tl' (1064) 26 (668) 1d105' (13Q5), 29 5' (6223) ,,7,66 ' (37 2);? 241/2' (622) 19.28 (1.791) . 821 (.763) 411/e' (1064) 28'/i (717) 1 .14 :(L407)`; 21'1- (6426) 8:25 (766)'; 201/2' (520) 20.55 (1.909) 7.05 (.655) 1,?a`.: 1064) . 24'/i (616) ,16.22-r (1,507),, 21'9" (6629) .7.08:. .(.668 161/2* (418) 21.62 (2,009). 9.37 (.871) #;41;14',i,{1084} 321/,' (819) 17:30 (1.607'L 22'5' (6833) "9.41 :-(.874? 12'/2- (317) 23.08 (2.144)' SIM (.925) ;,-17fs,'(1064) 34'/: (870) :18.38 (1,708) 23'1- (7036) 9.90 (.928)" 81/2- (215) 2435 (2.262) Picture unit and Rough OPening Details Scaie 1-1/2"=11 On(1:8) 1-5/16" r 41J2"(114)+ (33) I f 2-7/16`(62) 4-1/2• _ (114) e o Head Andersen"stool 0 > ' i-1J2 (38) lamb " Jamb 51$"(1F) 2-7/16"(62) 1/4^ (62) Glass Width.-- (62) f ' Unit Dimension Width � �+-1Ja• _i 1/2"(13) (6) Rough Opening Width t6) 3/6•(10) Horizontal Section Silt Vertical Section " These units meet or exceed the following dimensions clear openable area of 5.7 sq.ft..clear openable vddth of 20'and clear openable height of 24' r•n Mdersen. Opening Specifications for Tilt-Wash Basic Sizes Clear Opening in Full Open Position I I I I Top of SubBoor Crack Opening to Top of Inside Overall Unit Clear Opg, Width Height Glass Vent Sash Only Vent Sill Stop Area Sci.Ft. m1 Inches mm Inches (mml S .Ft, (m2) Uneai Ft mm Sq.Ft m2 Inches mm) Sq.Ft. m' 1.77 (164) 17 7/e (454) 14°/: (362) 2.90 `(269) f0'5' (3175) 1.78 (.165) 48'/i (1231) 5.53 (.514) 2.02 (.188) 17 7/j (454) 16'/: (412) 332 (.308) 11'1` (3378) 2.03 (.189) 44 1/z (1130) 6.14 (.570) 2.26 (.210) 177/a (454) 181/; (463) 3.74 (.347) 11'9" (3581) 2.28 (.212) 401/2' (1028) 6,74 (.626) 2.51 (.233) 17 7/8 (454) 20%' (514) 4,15 (.386) 12'5' (3785) 2.63 (235) 36'/2- (926) 7,34 (.682) 2.76 (.256) 171/a (454) 22 1/4" (565) 4.57 (A25) 13'1" (3988) 2.78 (.258) 32'/7 (825) 7.94 (.737) 3.01 (.280) 17 7/, (454) 24 1/; (616) 498 (.463) 13'9' (4191) :3.02 (.281) 28 1/2 (723) 8.54 (.793) 3.26 (.303) 17 1/; (454) 26 (666) SAO (.502) 14'5" (4394) 3.27 (.304) 24 1/2' (622) 9.14- (.849) 3.51 (.326) 17% (454) 28 1/,' (717) 5.81 (.540).. 15'1" (4597) 3.52 (.327) 20'/z (520) 9.74 (.905) 3.01 (.280) 17 r/e (454) 24 1/," (616) 623 (.579) 15'9` (4801) 3.02 (281) 16'/j (418) 10.34 (.961) 4.00 (.372) 17% (454) 32 1/` (819) 6.65 (.618) 16'5" (5004) 4.02 (373) 12'/z (317) 10,94 (1.016) 4.25 (395) 17 7/e" (464) 34 1/• (870) 7.06 (.656) 17'i" (5207) 4,26 (396) 8 1/2 (215) 11.54 (1.072) 2.16 (.201) 217/a (556) 141/,• (362) 3.68 (.342) 11'5" (3480) 2.18 (.203) 481/2- (1231) 656 (.609) 247 (.229) 21 7/a (656) 16 1/: (412) 4.21. (.391) 12'1" (3683) 2.48-- (230) 44 1/1 (1130) 727 (.675) 2.77 (.257) 21 1/a (556) 18 1/a' (463) 4.73 (.439) 12'9" (3886) 2.79 (.259) 401/2- (1028) 7.98 (.742) 3.07 (.285) 21% (556) 20 1/; (514) 5,28 (.489) 13'5" (4090) 3.09 (.287) 361/2, (926) 8.69 (.808) 3.38 (.314) 211/6 (556) 22 i/• (565) 5.79 (,538) 14'1' (4293) 3.40 (,316) 32'/2- (825) 9.41 (.874) 3.68 (342) 21 7/Q (556) 24 1/; (616) 6.31 (,586) 14'9` (4496) '3.70 " (.344) 281/2* (724) 10.12 (.940) 3.99 (.371) 217/a (556) 261/: (666) 6.84 (.635) 15'5" (4699) 4.00 (372) 24'/I (622) 10.83 (1.006) %72052"y 4,n 1.399) 21 (556)(.556) 281/•" (717) 7.37 - - ( 85) 16'1" -(4 90-2-)- 4.31 (400) _20 1/z" (520) 11.54 (1.072) 2i 3Ei 14 (66) . (.733) 16":1" (5105j 370 i_344) 19 12-H I,920510 191) 1.4551 21,',' (556)) 32 /.' (8 i9) 8.,12 (.7R21 t (5?.On} 4.92 f 157) -12 ( f317) 1295 (1.204)-- TW2062 520 (.483) 21'/," (556) 34`/," (870) 8.95 (.831) 18 1" (5512) 5.22 t.4851 8 ." ..(-lay 13.68 (1271) 2.56 (,238) 25'/e '," / (362) 4.J6 (.J14) I2'S" (3785) 2.Sfi (.24U) 48'/' (1231) 7 58 (.70 (657) 14 4) 2.92 (.271) 251/a" (657) I61/i (412) 5.09 (.473) 13'1` (3988) 2.94 - 1 -^--- ---(273) 44/z (1130) 8.40 (.781) 3.28 (.305) 25 7/a' (657) 181/; (463) 5.73,, (,532) 13'9• (4191) -3.30., (.307) 401/i (1028) 9.23 (.857) 3.64 (,338) 25 7/s (657) 20 1/; (514) 637 (.592) 14'5' (4394) 3.66 (.340) 361/2' (926) 10.05 (.934) 4.00 (,372) 25 7/a" (657) 221/; (565) 7.01- :(.651) 15-1- (4597) 4.02 (.373) 321/z (825) 10.87 (1,010) 4.36 (.405) 25%1 (657) 24'/,• (616) 7.65 (.7t1) . 15'9' (4801) 438: (.407) 28'/z (723) 11.70 (1.087) 4.71 (.438) 257/Q (657) 261/, (666) 8.24, !;.(,769), 16'5' (5004) 4.74 _(.440) 241/Z (622) 12.52 (1.163). 5.07 (.471) 251/4" (657) 281/; (717) 8.92 ` (Mg) 17'1' (5207) 5.10 ''(.474) 20'/2 (520) s 1334 (1,240) 436 (.405) 25 7/a' (657) 241/; (616) 9.66' - (.888): 17'9- (5410) 438-:.: (.407)-,, 16'/i (418) 14.17 (1.316) 5.79 (.538) 25 7/a"" (657) 321/i (819) 1020 (,947) 18'5• (5614) 531.:, (.540) 12 1/2* (317) 14.99 (1392) 6.15 (.571) 25 Ile (657) 34 t/: (870) 10.84 (1,007) 19'1' (5817) 6,17:s (.573)' 81/7 (215) 15.81 (1.469) 7-76 (256) 277/a' (708) 141/: (362) 4.84'-.(,450). 12'11- (3937) 2.78- (258)' 481/2" (1231) 8.09 (.752) EVEN 314 (.292) 27 7/a (708) 16'/; (412) 5.54` (.515) 13'7' (4140) 3.17 '(295) 441/2 (1130) 8.97 (.833) 3.53 (MM 27 11.- (708) 181/i (463) 6.23 (,579) 14'3• (4343) 3.55 (.330) 40'/i (1028) 9.85 (.915) 3.92 (364) 271/� (708), 20'/: (5141 6.92 (.643) 14'11- (45471 3.94 (,366) 361/2' (926) 10.73 (.997) 4.30 (399) 271/4' (708) 22'/; (565) 7.62 (;708) 15'7• (4750) 4.33 (.402) 32 1/Z (825) 11.61 (1.079), 4.69 (.436) 27 1/4 (708) 24 1/; (616) &31 (.772) 1&3• (4953) 4.71 (.438)- 28 1/2 (723) 12.49 (1.160)._ 5.08 (.472) 271/e (708) 26 1/i (666) 9.01 (,837) 16'11" (5156) 5.10 (.474) 24'A" (622) 13.36 (1241) 5.47 (.508) 27 (708) 28'/i (717) 9.70..-(.801) 1T 7• (5359) 5.49- (bl0) 20 1/z' (520) 1424 (1323)' 4.69 (.436) 27 7/a 1708)- 241/: (616) 10,39 _"(:963) t8'3' (5563) 4.71 (.438)`. 161/i (4181 15.12 (1A05),INNIS . 6.24 (.580) 27 7/e (708) 32'/; (819) 11.09 (1.030) 18'11• (5766) 626 {582) 12%' (317) MOO (1.486). jjNffMF6.63 (.616) 2T 7/j p08) 34'/; (870) SL78 (1:094) 19'7 (5969) 6.65 (.6 8). 8 if; (215) 16.88 (1.568) 2.95 (.274) 29 7/g (759) 14 1/; (362) 523 (A86) 13'5' (4090) 298 (277) 48 1/i (1231) 8.61 (.800) 3.37 (313) 29 7/, (759) 161/; (412) 698 (.556) 14'1' (4293) 339 (315) 44 1/2' (1130) 9.54 (.886) 3.78 (351) 29 7/S (759) 18'/; (463) 6,73' (:625) 14'9' (4496) 3.81 (354) 401/= (1028) 10.47 (.973) 4.20 (390) 29 7/q (759) 20 y,• (514) 7.48 (.695) 15'5• (4699) 4.22 (392) 36'/i (926) .11.41 (1.060) ° (42 ) 297/,' (7 5 ) -22-----(5-6 5-).. ,_..4,64 _;W2842 4.F1 8.23 765) iti1 (49G1 (.=:31). '" , (325) 1234 (Lf•'B) C'82846 _ ogR (834) 15?' (5105) 5.05 (.4691 28'/:'' (723) 13.28 (1.234) TW28410 5.44 t759(505) 29`/e ) 26!1,' 9.13 (.90•1i 1 '3' (6309) 5.47 (.5Ci8) 24 (622) 14.21 0.320)-... j@V.sor,... i --- ---._.. -- �,�>z ,,, 5.86 (.544) 29'/e (759) 28/," (717 10.48 (.974) - - i _._ ( 1 18'2' (5512) 5.88- ,(.546)__20/{ (520)_ 15.14 (1.407) f 5.03 291/a (759) 241/," (616) 11.22 (1A42) 18'9' (5715) 5.05 (,459) 16 1/2' (418) 16.08 (1,494) (.622) 297/, (759) 321/,` (819) 11:97 (1112) 19'5' (5918) 6,71 (.623)i 12'/{ (317) 17.01 (L580) 7.10 (.660) 29 7/e (759) 34'/; (870) 12.72'(1.182) 20'1' (6121) 7.13 (.662) 8'/i (215) 17.95 (1.668 ENNIS 3.15 (Z3) 317,- (809) 14 1/; (362) '5.62 (522) 13'11" (4242) 3.18 (.296) 481/2" (1231) 9.12 (.847) 3.59 (.334) 317/, (809) 16 1/4• (412) 6.42 (:596) 14'7" (4445) 3,62 (.336) 44'/z" (1130) 10.11 (.939) MOINF4.04 (-375) 311/a" (809) 18'/: (463) 723"t (.672) 15'3' (4648) 4.06 (377) 40'/i (1028) 11.10 (1,031) 4.48 (.416) 311/e (809) 20'/,' (514) 8.03 (:746) 15'11' (4852) 4.51 (.419) 36'/z" (926) 12.09 (1.123) 4.92 (.457) 317a" (809) 221/; (565) 8.84 (,821) 16'7' (5055) 4,95 (.460) 32'/2" (825) 13.08 (1.215) li 5.36 (.498) 31 7/A- (809) 24 1/; (616) 9.64. (.896) 17'3• (5258) U9 (.501) 28 Ile (723) 14.07 (L307) j; 5.81 (.540) 317 a 809) 261/,' (666) 10A5 (,971) 17'11* (54611 5,83 (.542) 241/2' (622) 15.05 (1.398) I� 6.25 (.581) 317,- (809) 281/; (717) 11.25 (1.045) 18-7- (5664) 6.28 (.583) 201/7' (520) 16.04 (1.490) r 536 (.498) -317/" (809) 241/; (616) 12.06 (1120) 19"3' (5867) 539 (.501) 16'12' (418) 17.03 fL587) MEIJI 7.14 (.663) 31 1/e (809) 32 1/; (819) 12.86 (1.195) 19'11" (6071) 7.16 (.665) 12 1/2' (317) 18.02 (1.674) 7.58 (.104) 31% (809) 34 1/; (870) 13.67 (1.270) 20'7" (6274) 7.60 (.706) 81/2' (215) 19.01 (1.766) • These units meet or exceed the following dimensions:clear openable area of 5.7 sq.ft..clear openable width of 20'and clear openable height of 24' nn