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2005-855 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF 01CCUTANCY Permit Number. P20050855 Date Issued: Wednesday, February 20, 2008 This is to certify that work requested to be done as shown by Permit Number P20050855 has been completed. Location: 1449 STATE ROUTE 9 Tax Map Number. . 523400-288-000-0001-056-000-0000 Owner. MOHAMMAD TARIG Applicant: MOHAMMAD TARIQ This structure may be occupied as a: Residential Alteration 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, W7 Variance, or other issues and conditions as a result of approvals by the Director of Building& de kaforcernent 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: P20050855 Application Number. A20050855 Tax Map No: 523400-288-000-0001-056-000-0000 Permission is hereby granted to: MOHAMMAD TARIQ For property located at: 1449 STATE ROUTE 9 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: MOHAMMAD TARIG 1449 STATE ROUTE 9 Residential Alteration $20,000.00 Total Value $20,000.00 QUEENSBURY,NY 12804-0000 Contractor or Builder's Name/Address Electrical Inspection Agency CITI TOP BUILDERS NY 12804-0000 Plans&Specifications 2005-855 1072 SQ FT RESIDENTIAL ALTERATION $107.20 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,June 14,2007 (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 Town bury ,oWe s y,June 14, 2006 SIGNED BY s{T for the Town of Queensbury. Director of Building&Co ye Enforcement Permit No. Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@queens bury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder ►i) `�� 4)w I Df�h C-P-s Owner: 014AV40Agfi TAVL rd Address: (5- 9 Nor= LL i /ZGL Sri �LG Address: 1441 eywg tto,q&_q— Home Phone: Home Phone: Email Address: Email Address: Cell Phone: 5-I - -I Cell Phone: q11 - 4t1 - 125-1 FAX Phone: FAX Phone: 5� = "l(� bD 1+ Person responsible for supervision of work with respect to building and codes compliance: Name: Address: Phone 1440% STkit. t R oullm el Location of proposed construction: Lot No. ^ Legal Address: f.Anl Qd"tl � I2 4s Tax Map Number: o�O �`Q (`tP Subdivision Name: Estimated Cost of Construction: $ ZOtDOO Proposed construction is for: _Residential Use -ICommercial Use RECEIVED /C® Name of Business: L® OCT 2 7 2005 If proposed construction is an addition,what will use of new addition be? TOWN OF BUILDING New Addition Alt eratlon Proposed Construction 1A Floor 2nd floor er Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-Family Dwelling 0-1 Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Gara a 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, orced Hot Air Baseboard, Other: fi 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,-t-ha-statements-co,itcl:ned-ir-, ti-ie,-,pplicai�-ui-F-togetherwith 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: jo Applicant/Builder Signature: � The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 r. Queensbury Building & Code Enforcement - Reside ial Final inspection Office No. (518)761-8256 Arrive: am/ a am/pm Date Inspection request received: Inspector's Initials: NAME: PE IT#: LOCATION: k- D TYPE OF STRUCTURE: Comments BuildingYes No N/A 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 �i PIatform at all exterior doors `�� l 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 �Cj C� i��► 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 glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: 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 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum V7."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 or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certificatio uired Okay to issue C/C 6r C/O[ mpor Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc 5-4�/o Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection request r ed: Queensbury Building&Code Enforcement Arrive: a Depart: 11a= a 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: DATE: Y N NA COMMENTS: Chimney Height/ "B" Vent/ Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete / Finish Grade 6" In 10' Drop Interior/Exterior Railings 34 Into 38 in. / 36" Landing, MQta�tL� �_ Decks, Porches Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies / Landing 30" Or More Interior Handrails Stairs 1 or More Risers Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors > 3000 s . ft. Doors 36" / Lever Handles Headroom 6' 8" on Stairs Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Carbon Monoxide Alarm - lowest sleeping level Bathroom Fans / Plumbing Fixtures Complete Foundation Insulation Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/Fire Door 3/4, 1 1/2, 2 Hour Handicapped Accessibility/ Handicapped Parkin /S'► na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed / Regulator 18" Above Grade Gas Furnace Shut-Off Within 30 ft, or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap /Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed Furnace In Separate Room / Protected In Garage)' Light Ventilation per Roomy Safety Glazing Attic Access 30" x 20" x 30" H / Crawl Space 18" x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if Req. As-built Septic System Layout Required Building /Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20" Wide Okay To Issue Temp C/O or Permanent CO (circle one) Okay To Issue C/C LAB&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc P � � s Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road J g6 --7 Queensbury,NY 12804 Scheduled Inspection Date: aa` / Time: Phone: (518)761-8206 Business Name: Zzojc� -�-f,4 Fax: (518) 745-4437 Location: GI Type of Ins ecHon N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge EVAC Plan AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign—normal n Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE V EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher j( FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Island Hood Installation Otg Marsh 11n F' � with Interior Finishes �0 OVal Storage Compressed Gas o�Clearance to Sprinklers MAY 22 Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Ma bU Fire Lane F.D.Si na e—Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan 'g� Approved (If no other approvals apply,the B&C Office will issue Wthefificof Occupancy) ❑�, Denied ❑ Call for Recheck Inspected By: L:\FjfeMarshaI\InsptopermItto occupyform.doc Inspection for Permit to Occupy _ Fire M rshal's Office Request Rec'd Permit No. Town of�ueensbury / f" 742 Bay Rbad Queensb�ry,NY 12804 Scheduled Inspection Dated 111 r Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge EVAC Plan AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign—normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System 1 Fire Suppression—kitchenYfo 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.Si na e—Utility Rooms No Smoking Signs j/ Maximum Occupancy Sin Emergency Evacuation Plan ❑ pproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) —.ems Denied ❑ Call for Recheck Inspected By: ' L:\FireMarshal\insptopermitto occupyform.doc TI-JURSL)IJ7, 12-IFILYZ Commercial Final InspectlonReport Office No.: (518) 761-8256 Date Inspection request Pe Queensbury Building&Code Enforcement Arrive: a e'art:':.2am/p��l = 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: PERMIT LOCATION: fyy Sir. �' DATE: —�— _ " y COMMENTS: Y IN NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Com lete.6'°in 1.0' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 iri.,Spacing Platform/Decks Stair Handrail 34 in.—38 in/, Step Risers-VI'/Treads 11" Vestibules For Exit doors>`3000's All Doors 36 in. w/Lever Handles/Panic Hardware,if required TL . Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade ` Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum � \ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System 7 Fresh Air Supply for 1 Occupancy/Ventilation Combustion p Y Low Water Shut Off For Boilersi� Gas Furnace Shut Off Within 30 ft, or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . ft. .� �� � �� 3/a Hour Corridor Doors &Closers _ Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire DoorsIN � � . Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 3611 Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signa e Assembly Space Final Electrical , Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File r► L Building Number or Tenant Address on Building or Driveway4 Q Water Fountain or Cooler w Building Access All Sides by 20' /Driveable Surface 20' wide slit � p Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc lo HUK�; L)/� 12 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: 1� Phone: (518) 761-8206 Business Name: :Rcdeu 'C Fax: (518) 745-4437 Location: (Z-11 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE y EMERGENCY LIGHTING ' FIRE EXTINGUISHER: 4, Ct Hun Inspection of extinguisher Hydro extinguisher /r - FIRE ALARM SYSTEM _ 30d ��,� � Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storer e Compressed Gas Clearance to Sprinklers Clearance to Electrical _ Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection �C Fire Lane 'c ` F.D.Si na e-Utility Rooms X No Smoking Signs Maximum Occupancy Sign � tP/ G Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck Inspected By ' L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspe!PERM r#: �a Queensbury Building &Code Enforcement Arrive: part: m 742 Bay Road, Queensbury, NY 12804 Inspect e NAME: 6den LOCATION: a PH INSPECT ON: !v ld 6IV TYPE OF STRUCTURE: Y IN 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 &S.Lfcw 15 minutes nsulatio esidential Check/ Commercial Check Pro er Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 �. -� .. -.. .. � _�t .. r ., � . . � ' � ,— . _ _, ,. _�-.ram- 1 Framing / Firestopping Inspection Report Office No. (518) 761�8256 Date Inspection requ t ceiv d: Queensbury Buil ing&Code Enforcement Arrive;: a part: ' am r 742 Bay Road, Queensbury,NY 12804 Inspector's I itials NAME: PERMIT#: LOCATION: Y E — ! IN`PECT ON: — TYPE OF STRUCTURE: rt7 Framing Y N N/A COMMENTS � I Attic Access 22"x 30"minimum i Jack Studs/Headers I Bracing/Bridging j Joist hangers Jack Posts/Main Beams j Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. j Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/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 Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re u -e eiv Queensbury Building & Code Enforcement Arrive: m part: am 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: 9(---)0V tzf � 1K� 0 PE IT #: LIF•-Q�h,� LOCATION: N93 �6 A-rT_ isbLwv— !3. INSPECT ON: 9 TYPE OF STRUCTURE: 4' J N /N/A ERoujh Plumbing / Nail Plates (+ , o �F�►� Plumbin Vent/ Vents in Place �� 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cie rout-eve _100 feet/ change of direction Press r Ai /-Mr.d 5 P.S. 0- bove highest connection for 15 minutes ssur-e -Water S Air r 15 minutes su ation / 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 7i MENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 COMMUNITY DEVELOPMENT Town of Queensbury 742 Bay Road, Queensbury, NY. 12804-5902 To: Dave Hatin From: MJ Palmer Date: June 14, 2006 Re: Rodeway Inn I have reviewed the submitted fire alarm plan and emergency lighting and exit lighting plan,for the above location. The plans appear to be in order and acceptable. I am still lacking the sprinkler plans. Additionally, the plans appear to be only for the main building. Is there modifications for the rest of the structure palnned? COALWtyy TYDMLOPARWT OFFICE *Animal Control 518.761.8202 a Building&Codes 518.761.8256 •Executive Director 518.761.8221 •Fire Marshal 518.761.8206 •Planning 518.761.8220 •Zoning 518.761.8238 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To Dave Hatin From: Michael J Palmer, Fire Marshal Date: May 3, 2006 Re Rodeway Inn I have reviewed sprinkler drawings submitted by Fire Control Systems. The drawings still are not ready for sign off, due to the fact that many rooms are not covered, however the poor quality of the drawing, does not allow me to determine if coverage is required. The contractor explained to me that he tried to secure a more accurate and detailed set of plans from the owner, with no success. Michael J Pglmer,Fire Marshal. 742 Bay Road Queensbury, NY 12804 518.761.8206 •fcremarshal@queensbuni.net TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To File, Dave Hain From: Michael J Palmer, Fire Marshal Date: April 13, 2006 Re Roadway Inn Review of submittals indicates the following: 1) fire alarm system is required to be manual and automatic. 2) 110vac detectors on floor 1,must be part of the system. 3) Audible devices required in the sleeping rooms 4) Several rooms on floor 1 appear to be lacking detection 5) Supply detailed lighting plan showing emergency lighting and exit signs 6) Supply complete sprinkler plan including hydraulic calculations. Michael J Palmer, Fire Marshal 742 Bay Road Queensbury, NY 12804 PERMIT DOCUMENTS FOR: RENOVATIONS TO THE RODEWAY INN OWNED BY: -- MOHAMMAD TARIQ . 1449 STATE ROUTE 9 LAKE GEORGE, NEW YORK 12845 . REC '@! OCT 2 7 �M T BUINLDING QU AND CODBURY 4_ C N ® T � E � n JER NANaLES RE LE �E ON ALL P4 �� NS�URY \NHETHER 4N TOWN OF QUEE � U , � t BPT.ING COD REVIEW [SATE Architect: SD ATELIER - Architecture, L. L.C. 510 Broadway,Suite 33 " Saratoga Springs, New York 12866 www.sdateliercom sdatelier(fts.com (0)P If Date: October 26,2005 orsEE�1Sg�Rygu` oonaWoa\\. B canoe wt\h a9\pd\c� .\o M\ ' sWt�ns a� of H f- ens atcd �,hegucldm9 10ck 1y t WINDOW SCHEDULE Tag. Manuf. Location Size R.O. Type Remarks Model# Quantity No. W X H See Below) A Anderson 2'-8"X 5'-5 3/8" Casement Colors by Owner— CX155 4 200 series DBL Insulated window units with Low-E B 4'-9"X 4'-0 1/2" Split Colors by Owner— CW24 1 Casement DBL Insulated window units with Low-E C Existing Existing 3'-10"+/- X X-2"+/- Split Existing Unknown 1 Anderson Window Casement D Existing Existing 4'7"+/-X T-10+/- Split Existing Unknown 1 Anderson Window to Be Casement Re-Used Window Notes: 1. Provide all required jamb extenders. ' 2. General Contractor shall verify all required dimensions and co-ordinate windows accordingly. 3. All interior and exterior trim shall be furnished and installed by General Contractor. 4. Provide all windows with tempered safety glass as required. 5. Provide windows with SDL grilles as shown. 6. Provide aluminum screens as required at all operable units. Color to be indicated by Owner. � 1 i smeailiekd/spedwin-sch.doc 10/26/05 1 r I v ��,� a,�u'�;i"•� � '''" �'�:�'3 j �z��. ��_TE.y X:-c '�c �� ``�'� �_ `�'�s�'-f`' €- � '�"3 � t ��:tb ate"fi�'�,��� s'�-�r�e �,��3.t.a���...� y��c—i__..=�t��'�"-�,.-�"a- .;�=���3��._.•-•����•�� {."'-,n,..,a�� ..,c`�����=-.��.�� ����.,,��y �.�.�-c ���� � r Table of Basic Casement Unit Sizes Scale 1/8"=i'-0 (1:96) 1'S" 1`_81/2" 2'-011e" 2'4 3/s" 7-7 1/2 2'-11'5/16 2'-9 3/4" 3,•4 3/4" 4._0" 4,•81/z, ;: Unit Dimension (432) (521) (613) (721) (803) -(913) (857) (1035) 1 � t (1435) Rough Opining i-W& 1-9" 2'-05/e 12t47/s" 2'-8" 3`-01/2" 2t-101/4" 3'-51/4' 4'-0112" 4'-9" ~, (445) (533) (625) (733) (813) (927) (870) (I048) (1232) (1448) UnobswctedGlass* 12a/a" 161/8" 193/4" 24" 27:/8" 319/rG" 125/e" 161/a' 19Ye 24' (321) (410) (502) (610) T6 8—9) (802) (321) (410) (502) (610) -- UnobsttuDted•,G1asS 123/IG� 151f1t6 195/1, 23911G 2611/IG" 311/a° 2815 15 3 f7 /1e" 35 17a" 43 /16" 51 /i6" TransomViitsOnly (310) (398) (491) (599) (678) (791) (735) (913) (1097) (1313) T [� F= -1 M C� t..—�� r' � �� C1R units are CTRRI510 CTR1810 CTR2010 CM410. CTR2810 CTR3010 CTR2910 CTR3416 CTR4010 CTR4810 non-ventng n— 1�tl lull � m 4 m:' �v N N CR12 CH12 C12 CW12 E-3 0 Ell CR125 CN125 C125 CW125 CX125 N m CAI FEE-- fEigEl , i � I C813 CN13 C13 CW13 OX13 CXW13 CR23 CN23 C23 CW23 JU 1l CR135 CN135 C ♦ ♦ ♦ �— C135 Wl35t CX135 CXW135 GR235 CN235 C235 CW235t• ;, ii� �k CR14 CN14 C14 CW14t4 CX144 CXW14♦ CR24 CN24 F C24 CW24t♦ ice . .i , r• Cc Ct1145 CN145 C145 =145t♦ CX1450, . CXW145♦ CR245 CN245 C245 CW245t [D]d EN-1,i Ei - - F+':-1--='!-�--�11- i�DHII \ CR15 cr, CN15 C151 C4'tl15t♦ X15♦ cKlil *♦ CR25 CN25 C25 CW25t4 • I It �______Ill r �I� m l�l Ill lIliI i• LJILL CR155 CN15S C155 CW155t♦ CX255♦ CXW155**+ CR255 CN255 C255 CW255t♦ - ii a 1-- �° , 1 '+ i`'1., = l o \ \ 111 0116 CN16 C16 CW16t♦ CX16♦ CXW16"'► CR26 CN26 C26 C1'J26t 7 t1 `Unobstructed Glass measmemerd is for single sash only. "These units have straight arm operators,see opening specifications. i /1 - t CW series units(except CW2,CW25 and CM height)open In 20"dear opening width 4i ' using sill hinge control bracket Bracket can he pivoted alloWng for cleaning position. \ / CW series units are also available wllh a 22"dear opening width- l ♦ These units meet or exceed the fallowing dimensions:Clear Openable Area of 5.7 sq.ft.. Left Right Stationary Clear Openable Midth of 20'and Clear Openable Height of 24;when appropriate hardware(straight arm or split arm)is specified_ Venting Configuration • `Unit Dimension"always refers to outside frame to frame dimension. Hinging shown an size table is standard_ E ' • Dimensions In parentheses am mil in limeters. specify left,fight 131 Stationary,as Viewed _ -• " When ordering,be sure to specify color desired:White or Sandtone. from the outside_FDrotherpinging of ' rnnr„m.\"n�onnr"ter„n,..rn�"r�„noon. 4 .mot.. �..„5...•� �` ^'F..a„k..,a -.nrv".5..�-.,�.i.�. .+wa-1.ra.... ,.Y.•r,:.sv=.+1 .a....u,...le.s.t. :=trf.,,J-a.-..•.U',....g.Aa .._. ......, vs.. y ::1 .E�to-**i i , Jt MTasement Opening Specifications a' Clear.Opening in Full OPen Fdsrtion. Top of Subiloor- ' ClearOpg_ Clear Opg_ Straight Ann- SplifArm Crack Opening Straight Arm- Split Arm - to Top of inside Overall Ault 1r�t j S[raightArm Spj([Arm Width. Width Hplght Glass Vent sash only Vent; Vent Sill Stop 'Area`< , a ?Sq.Ft. (m2) Sq.Ft. (in') Inches .(mm) Inches (mrit)' (ml) -Lineal Ft. (mm) Sq.Ft. (MI) Sq.FL (m2) Inches (firm) Sq.Ft.' (m1). -' A.0 (.279) 2.5 (232) 22 SJra" (573) 1S'ilu (475') 19'/a" (a'89) 32 (297) 8'3 91"(2!`291 -3.0 (2791 3,0 (•279) 60 9&(1538) 4.8 (.446) 3.7 (,344) 3.0 (279) 22 (573} 18-"&7 (475) 23 %,G (595) 3,9 (.362) 8'11 r"/rc(2726) 3.7 (344} 3.6 (.334} 50 o/g (1432) 5.6 (.520} 9% (.455) 4.0 (372) 22''/s (573) 18'!Am'. 075j 31 t/,L` (-,B9) -5.2 (.483) 10'3 3/,Y(3129) 49 (.455} 4.8 (,446) 48 3/4" (1238) 7.1 53 (.530) 5.1 (,474) 22'/,fi (573) 20" (508) 36 % (924) -6.0 (.557) 11'01%,a"(3377) 5.7 (.530). 5.5 (.511) 43 7/a (1114) 8.0 (.743) p t C)I4 s U (.632) 6.0 (.557) 22 s/rF` (573) 20' (508) 43 r/s (1095) 7-2 (,669) t2'3 5&713742) 63 (632)- 6.6 (.613) 36 tr/,,.' (932) 9.5 (.883) ti v 70148 7.5 (.697) 6.7 (.622) 22 5/;6' (573) .20' (508) 47"&"(1218) -8.0 (.743) t3'0i3/,s"(3986) 7.5 (,697) 7.3 (.678) -31,r/, (810) 10.4 (.966) x f r'Crf15'. t 8.6 (_799) 7•6 (,706) 22'/,r; (573) -20' '(508) . 55" (1397) 9.2 (.855) 14.3 r/,-'(4345) 6Z' (.799). 8.4 (.780) 24-i3/u, (630) 11.8 (1.0961 �i �" Q,155^•) 9.4 (.87' 83 - (.771) 22 5/,s (573) 20: 508) 59 25/s"(1a22) 10.0 (.929) 15'0 9.4 (.873) 9.1 '(.845) -19.'/A (505) 12.8 (L189) x (.975) '93 (.2E4) 22 9frs {573} -.,20" ;{50Hj- 67" (1702) 112 (I.04I)- I6'3 %s(4955) "10.5 (-975): 10.2 (948) 12 33/c (325) 142 t s: a'Pl 4-9 (.455) 4.0 (.372) 22%rc" (573) :-1811/,6 (475).. 31 //rs (789) .10.4 :(.965) 20'6 11,(6258) ..9.8 (.910). 9.6 (.H92) 48-3/4' (1238) 141 [1.320) x }: a-C"135" 5.7- (530) 5.1 (A74) 22 (573) -26' ��(5081�'� 36 3/rf (924) 12.0.{L115) 271 %s"(6753) 11.4. (1.059). 21.1 fl.031) 43 '/a.(1114) 16.0 (1.486) ` 'I 68 (.632) 6,0 (.557) 22 {573} 20'- .(508) 43 '/' (1095) 1 14A (1338) 24'6 5fe"(7403) 13S-- (1254)' 13.1 (L217) 36.11{�^ (032) 18.8 11,747) 75 (.697j 6.7 {,622) 22 9/,y (573) ,.20' _ (5(j8} 4T 15J5fi(1218) 16.0.[1.486} 26'1.'/g(T972) I5.0.(1.35L)_ 14.6 (I,356j $1 '/E'.'"{SIOj 20.8 (t.932j 8.6 {.799) 7,6 ) 22 '/s" (573) 508)'' 55' 1 ) (, p ' $_ (:706` r.2Q° ( {1397] 48.3"(it700} 26`fi /s'(6690 173' I E07): I6.7 (I,551) 24:/rg (630) 23.5 (2.183) L1Y.-N 9.4 (.873) 8.3 .(.771): 22'/rs" (573) -�20'=` ;(5u8) 59 15/Io(1522) 20.0 (1.858)' 30'i %{9192} 18.8:::(1.747j` 13.2 (1,691) .19-1/g" (505). 25.6 (2.378) "r rILS2O*u{ 10.5 (.976) 9.8- :(:Hfi4)..._ 22 9/,C (573) -.2Q' _-,.(SQH)' 67" (I702) . 22.3 (2:072). 32'6 '/s"(99091 2L0 '(I:951).'20.4 (1,895' -12'ta/i -(325) - 282 (262Gj f -^ 4.9 (.455) 4.0 (.372) 22 5/,.e (567} '18i f1/ts-.(475}' 3I '/,6" t784) ':15.6 (IF49);.ZD'6 1/e'(6258) .9.8 (91C) 9.6 (.892) 4$ 3/i r(i2"a81 21.1 (1.962) . q 33p'n 5.7 (.530) 5.1 (.474) 22 5/ri (567) 2f)' -{56B)'. 36 1/, (924) 18.0'(1.672) 2T 1 1/e(6753) 11.4 JI.Mj 11.1 (t_0311 .43:T/s (12141 24.0 (2.228) �.C{34 G.8 i.6321 6.0 (557) 22 5/ie" (567) :.-20"- .(SD8)' 43 t/a (I095) `21.6(2007) 24'6 %"(7483) 13.6 (1.263) 13.1 (1.217) 36 1}/e' (932) 28.2. (2..621) - _ _,CN345;m,;;1 7.5 (.697) 6,7 (.622) 22 '/i;; (567) '20' (508) 47 rs/,,(1215) -.24.0 {2130) 26'[ %y(7972)- 15.0 (1.394) 14.6 (1356) $f--.-TN'' -(810) 31.0 (2.883) 8.6 (,799) 7.6 (.706)' 22 5/Ia (567) 2b* `Ama). 55, (1397) -27:6 (2.564) 29'6 'A (8690) IL2- (1.598)�- I6.T (L55Ij ..24':1:/c (630)�. 35.2 (3.269) (396) IS (33D) 25"IC(653) 2f.9/,a!:.f554) . 23 %rR (595) AA :(,412) 9'6' (2896) 4.2 (368)- 4.1 {.380) :50,.3/e" (1432) 62 C577) 5.5 (.515) 4.7 (.437) 25 11/r5'(653) -:21 f3Ls' (554} 31 °/,r; (789) ..5.9 '(.544)` 10'9 5/'(3292) "5.5 (-515) 5.4 (B0.5) 78-':3/e (1238) T9 4130) ut35r-, 6.4 (.596) 5.4 (.505) 25 t1/rs(653) 27:`)fis`.(554) 35 t$/,c' (913) 6.8" (.629)- tt'7 1/,'(3536) 6.4 (5R 6.3 (,58s) "43 fs'''(i114) . 89 (123) ;; 14a- 7.7 {,715) .:6.5: (.607) 2511/ie(653) 2-9/,a"._{554)` 43 /. (1095) - ;8,1 (:T55) 12'9 5/s(3901) Z7 (.775) /,6 (.703) '36 1!s".(932)• 10.5 (,975) 8.6 (.7951 7-3 (.674)' 2511/,c(653) `21�'3/1' `aSg} 47 t511�(1216} 9.0`.(.834) tat i r/,"(4145) 8.6 (,795) 8.4 (,181) 31':j,�:". (810) 11.6 (1.073) 9S. 09121 83 -(.774) 2531/ir'(653) .:2113-FS-(554) (1397) :.-20.4.-(563). '9 5ls'145713 5.6 - 1912) 9.1 3.6O�7L 24.17fia'. (�0 1 7) . �Gi355`-:k ID.7 .,,(. 9.1 ) 2 11 (653) "21-13/is':"(554). 59-'5,,;'(1522) :..1173 .049) 15'? /c(4755}�t0�-=-(:J93 (.976) .19T:/a"- (5051 14.2 (1.317) (1.111) SD:1 (.942) 251'/,E(653) 21 fs �..), T 1i7 ) '.]2.G-"(1.2.72)': 9 a t 1 ) i1. (1.094) . 1, (1.461) {23 v 5.5 (.515) 4.7 (.437) 2511/Is°(653) 2213&!-(554)' 31 1/,;:` (789) `41.7-(1.088). 21'7 1/a"(6584) ,313 (1.020)- 10.9 tl.010) 48. (1238) 15.7 (1.455) FK UI235`,+'s 6.4 {595} 5.4 (.505) 25 ri/ 3%,,"rs(653) '2 •(554) 3515/,,' (913) .2.6.(1.259) 2T2 % (7071) -12.8 (119I) 12.6 (L170) 43:1/ ,.(SII4): 17.8 (1.652) (f24 7.7 (.715) 6.5 (_607) 2511& (653) '21'13)r6 (554) 43 I%s" (1095) '"163 (I5I0)- 257 r/,"(1803) ,15.4 (1.430)' 15.1 (1-405) 36;V/, (932}.: 20.9 (1.943) 25"/rs (653) :22 j3/s (554):. 47 15/Ifi(1218) :M.(1.678). 27'2 'ja"($292) i7.i (1.5@9),. 16.S (1,563) 31 '/s r81u)' 23.0 (2.138) (Jt27,,. 2H L912) 83 (.7Z4) 25°(, (653) ''2i,"Its (554)= 55' (1397) '20.1-'(1925) 2.7 1/,'(90.12) -19.6. (1.823). 19:3 (L794) 24:111"..{630) . 26.1 (2.424) 6.5 (.604) 5.6 (.530) 30 '/s' (765) ."26:1{a, (667) 31 1&' (789) 6:8 (.632) - I]'6'/tfi(3513) 65'::{,694j. 6.] (.567) .48. {<"(1236)' 9.0 (.8361 q= ,t 1M?3j_3 7.5 (.697) 611 '(.613) . 30'Jr; (765)-,261'/a-'--(667) 35:75& (913) 7.9. (.734), 12.4 '/u,-(3751) -7.5 -(MT) 7.0 (.65D) .�;13;:'Ia". (1114) 10.2 (.948i itk3714 ,,i 9.0 (.636) 7.9 (.7341 30 '/R (765) :26 1/4..,;(657}, 43 1/' (1095) 9.5: (2M) 136 ''&"(4]26) 9.0 (,836)' 8.4 (.780) `;36]'/u' (932). 12.0 (1.115; t OX 41�'�M 10.0 (929) 8.8' (.818) 30 '/a (765) -2f_1/a-.g:(6" 47 15/rfi(1218) ....105..(.975) ]4'4 '&(4371) - 16.0 (.929) 9.4 (.873) 31,'fe`. (810)_ ]32 (1.2261l 15G 11,5 (1.068) - 30 (765) -_- - - '. 55' {3397) t2-1 (1.124). IT E%-(4729) 11.5 (LO68) - `24'13Itr," (630).` 14.9 (1.384) 0ttisf55 116 (1.171) - 30 1/& (765) - - 59 231s(I522) -13_II(1117J. I6'4 r/s(4980) 126 (1:171) .-19.'-'/a ('05). 16.2 (1.505) 14.0 (130t) - 30 %u (765) - 67' (17G2} 34.9 (1365) LT6'a/s(5339) t4.0 I2.301} - - '12rnlie' (325) 1T.9 (3.6631 y.• 10" 6.5 (.604) 5,7 (.526) 30 Ma" (765) `.26.S/4`-:.(667);' 31 1(s (789) .13.6-(1.263 ;. 2T 0 5/"-'(7026) :13.0 ''(L208) 122 (-567) 48.3/a 11238) 1T.9 (1.661) 7,5 G699 6,5 (.60830 1 - .. ( fr (- ) ). ) ) 43 /a". C11-L� n3• (].8B) ) /W (765 [6 657j a5 ' Q]3 152 (1.45$ 2a.8 1; 7522) 'I5A (L394 14.0 (afi7 r CMty2( u 8 79 f Ol 30 '/` (765) '26 1/,. ;{o6`i)'. 43 IJs" (1059) .;1 65) 27'0 r/,_(82.92) 18,0 (1.572) 16.8 (.567) 36 'lie. (932) . 23.9 _ ri 10.0 (.932) 8-7 (.811) 30 '/a" (765) '2 �" ;(657}, 4 Jro'(]218) '22A (L951} 28'8 '/A(8736) 20.0 "(1858)% 16.8 (.561f .31' e {SIOj`_': 3 (2.440j r,x 11.5 (1.069) 10.0 .(.932) 30 1/s" (765) :2S:rI<'"(667).- 55 " (1397) 242 (2248) 31'] '/B"(9490) 23,0 (2137)- - - 24!'/1� (630)_, 29.8 (-.76,) { ` These units meet or exceed the following dimensions-.Clear Opeaable Area of 5.7%fL.Clear Openable Whilh of 20"and Clear Openable Heigrr'.of 24; when appropriate hardware(straight arm or split arm)is specified. '- MOM:Floor to sill heights are calculated based upon a structural header height of 6'10-1/29 r� J 201 1 r { _� ` >- '§t•.3� AU `'- „; ''T@`'"�'_ -..5= +s;'`'� r��res 'J' s°Krt-,✓gory.-iz ' ":� iae 'f=,MUZ '..•' �, r ':�.. •fi4 z u.a.�� .• ,gK �r',+.V-. ..�.....�..�•""' r , „�t.,, 'kz ^� Andersen windows and patio doors meet or exceed die following,standards:Y7DA1A,-I.S:2.M AU 43 4.(111IDNIA license No.129).Hallmark certified.Independent testing laboratories have performed all required tests on selected sizes. Compliance with these standards is confirmed by ongoing testing in Andersen Laboratodes.These products are urwered by one or mom of the fo93vnng patents 4,999,950;5,595,409;5.775,749;6,055,786;5,544,450;5,566,507: 5.582,445;5.097,629;5,740,632;5.199,234:D312,565;D397,604;and D417,831.Other patents pending. Without Grilles { " � Tempered w/a Grallcs��ij 400 Series Windows HP HP Sun HP HP Sun 400 Series Doors HP HP Sun HP HP Sun Andersen Product Type 0.33 L.35 L 34 L.36 Andersen'Product Type Low-E Low-E Low-E Low-E Casement U-Factor' 0.33 0.35 0.34 0.36 Frenchwoolif U-Factor' 0.33 0.35 0.35 0-36 24"x 48"size SHGC' 0.33 024 0.30 0.22 Gliding Patio Door SHGC' 0.29 0.21 0.26 0.20 Vr' 0.53 0.29 0.48 0.26 72'x 82"size VP 0.44 0.24 0.39 0.21 Awning U-Factor' 0.33 0.35 0.34 0.36 Frerrchwoode U+actor' 0.33 0.34 0.34 0.36 48"x 24"size SHGC' 0.32 0.24 0.30 0.22Hinged Patio Door SHGC' 0.27 0.20 0.25 0.19 VP 0.52 0.2$ 0.47 0.26 38"x 82"size Vr' 0,41 0.22 0.36 0.20 Casementi'Awning U-Factar' 0.30 0.32 0.32 0.34 Frenchwooda . U-Factor' 0.34 0.36 0.36 0-37 Picture Window SHGC' 0.36 0.26 0.33 0.24 Outswing Patio Door SHGC' l).27 0.20 0.25 0.19 48"x 48"size VP 0.59 0.32 0.53 0.29 38'x 82'size VP 0.41 0.22 0.36 0.20 Woodwr gW U-Factor' 0.33 0.35 0.34 0.36 Frenchwood' U-Factor' 0.36 0.36 0.35 0.36 Double-Hung SHGC= 0.32 0.24 0.29 0.22 Patio Door Sidelight SHGC' 0.2-0 0.15 0.19 0.15 36"z 60"size VP 0.51 0.28 =0.46 0.25 16'x 62"size VP 0.27 0.15 0.26 0.14 woodwrighr, U-Factor' 0.30 0,32 0:32 0.34 FrenchwooiP U-Factor' 0.34 0.35 0.34 0.35 Picture Window SHGCz 0.33 0,24 0.31 0.22 Patio Door Transom SHGC= 0.16 0.13 0.15 0.12 48"x 48"sae VP 0.54 0.29 0.48 0.26 38"x 14"size VP 0.20 0.11 0.19 0.10 Woodwrighe U-Factor' 0.30 0.32 0.32 0.34 Transom SHGC' 0.35- 0.25 0.32 023 Without Grilles 43'if 48'size VP 0.57 0.31 0.51 _ 0.28 200 Series Windows&Doors Cteai deal Tilt-Wash U-Factor' 0.34 0.36 0.35 0.35 Andersen'Produel,Type Dual Pat*eJ oYt E Deal-Pane Low-5 Double-Hung SHGC" 0.32 U4 0.29 0.22 Casement U-Factor' 0.48 - 0.49 - 36"x 60"size VP 0.51 0.28 0.45 025 24"x 48'size SHGC' 0.57 - 0.52.:.Vp- - Tilt-Wash U-Factor' 0.33 0.35 0.35 0.37 - Double-Hung Picture SHGCZ 0.35 0.25 0.32 0.24 Awning U-Factor' 0.48 - 0.49` ' - 48"x 48"size VF 0.56 0.30 0.50 0.27 48"x 24"size SHGC' 0.56 - 0.52. - Tilt-Wash U-Factor' 0.33 0.35 0.34 0.36 VP 0.58 - 0.53 - Double-Hung Transom SHGC' 0.35 0.25 0.32 0.23 Tdt Wash U-Factor. 0.49 0.34 0.50 0.35 48"x 48"size VP 0.56 0,31 0.50 0,27 Double-Hung SHGC= 0.56 0.33 0.51 0.30 Gliding Window U-Factar' 0.36 0,38 0.38 039. 36"x 60"sae VP 0.58 0.51 0.52 0.46 60"x 36"size SHGC' 0.30 0.23 0.28 021 Nacrolsae° U-factor 0_50 0.35 0.50 0.36 VT' 0.46 0.25 0.41 0.22 Double-Hung SNGC' 0.58 0.33 0.52 0.31 E liptieal Window U-Factor' 0:30 0.32 0.32 0.34 36"x 60"size VF 0.60 0.53 0.53 0.47 48"x 48"size SHGC' =<0:36 0.26 0.33 024 Narroline°Transom U-Factor' 0.47 0.31 0.48 0.33 VP 0.59 0.32 0.53 0.29 48"x48"size SHGC' 0.59 0.34 0.54 0.31 r Circle Top'- U-Factor' � 0.30 0.32 0.32 0.34 tm 0.62 0.55 0.56 0.49 Casement SHGC' 0:36 0.26 0.33 0.24 Grding Window U-Factor' 0.50 0.35 0.50 0.36 48"x 48"size VP 0:59 0.32 0,53 0.29 60"x 36"size SHGC' 0.57 0,33 0.51 .. 0.30 Circle/Oval U-Factor' 0:30' 0.32 0:32 0.34 V, 0.58 0.52 0.52.. 0.46 48"x 48"size SHGC' 0.36 0.26 0.33 024 Fixed,Transom, U-Factor' 0.47 0.31 0.48: 0.33 VP 0:59 0.32 0.53 0.29 Cab:Top" SHGC' 0.60 0.34 0.5.4a 0.32 Arch Windows U-Factar' Q 31 0.33 0.32 0.34 "x48"size VP 0.62 0:55 O.b6" 0.49 us`x 48"size SHGC 0 36 0.26 0.33 0.24 Tempered We Galles �• ,,,, 1 VP 0.59.,- , 0.32 0.53 029 Narrollne° U-Factor' 0.49 0.32 0.50: . 0.35 Ftexilrame° U-Factor 0:30; 0-32 0.32 034 Gliding Patio Door SHGCZ 0.60 0.35 0.54: 0.32 48"x 48"size SHGC' 0.36.' 0.26 0.33 0.24 72"x 82'size VP 0.62 0.55 0.55. 0.49 - VP ..:.0:5s 0.32 0.53 0.29 Perma-Shields U-Factar' 0.47 0.31 O48 0.33 Springline"Winnow U F«clot' .::0.34 0.36 0.36 0.38 Gliding Patio Door SHGC' 0.60 0.34 6.54 0.32 - 48"x 48'size .SHGC' :> .35., 0.26 ;0 32.. 0.24 72"x 82"size VP 0.62 0.56 0.56 0.50 VIP 0:55:_..' 0 30 o-50 0.27 Please contact s ur Andersen supplier for performance values on products that include pane+ned glass. t cr- '-� Tempered i ; ' Skylight and coat window values are based upon NMC 2001 mucedutes,rated at a 20 degree angle; Skylight U-Factor' 0.56: 0.58 0.55.v 0.57 Grilles-Finefight or full Divided light. 48"x 48"size SHGC-' 0.40:: 0.29 "High-Pedormance"(HP Lo -Q and"High-Pedormance Sun'(HP Sun)are Andersen trademarks fur"Loty-V glass. :0:41. : ' VP 0.68 0.37 0.66 0.36 1 u-Factor defines the amount of heat foss through the total unit in 070lint sq.ft!"E The lower the value,the less heat is lost through the entire product Venting U-Factor' 0.53 0.55 0.53 0.55 2 Solar Heat Gain Caefric ant(SHGC)defines the fraction of solar radiation admitted through Roof Window SHGC' 0.38 6-28 0.37 0.27 the glass both directly transmitted and absorbed and subsequently released inward. 48'x 48"size VP 0.62 0.34 0.61 0.33 The lower the:clue,the less hear is transmitted through the product. I - Stationary U-Factor' 0.53 0.55 0.53 0.54 3 Visibielmnsmittance(VI)measures how much light comes through a product(Suss and frame). The higher the value.from 0 In 1,the more daylight the product lets in,over the product's taml unit area. Roof Window SHGCZ 0.39 029 0.38 0.27 visible Transmittance is measured over the 380 to 760 na:mmeter portion of the saiar spectrum. 48"x 48"size VF 0.64 0.35 0.62 0.34 This data is accurate as of August 2.2004.One to ongoing product changes,updated test results, or neu•inddcnv crnnd-rtl=chi=data ra.rh"n,w rn•".r••." Room 1 Space Natural Light, Ventilation and Egress Information. Habitable Area of Req. light Actual light Req.vent Actual Sq.ft. Remarks Room room in (8%of sq.footage (4%of vent sq. opening for square ft room) room) footage egress Second Floor Suite 139 11 11.3 5.56 10.7 10.7 Bedroom#1 New Living 169 .13.52 23.3 6.76 22.1 20 Entry dr. provides exit Area#1 as well New 165 13 19 6.6 18 9 " Bedroom Suite 141 11 11.3 5.64 10.7 10.7 Bedroom#2 New Living 180 14.4 17.3 7.2 16.9 20 " Area#2 �1 Window— Light/Vent—Schedule Tag. SQ. Ft. SQ.Ft. SQ. Ft. Clear opening width Clear opening Special No. glass/visible vent egress/clear In inches height in inches hardware or �} light opening instructions �1 A 11.3 10.7 10.7 25 11/16" 59 15/16" Straight arm B 19 .18 9.0 30 1/8 43 1/8" " C +/-7.0 +/-6.2 +/- 10.2 +/- 11" +/-31" existing 'r D +/- 12.0 +/-11. +/- 16.0 +/-23" +/-36„ « "} r� r=- i� \\Sda1\common\Rodeway-Inn\Phase 3-Deck\natural-light-vent-Schedule.DOC 1 DOOR SCHEDULE ' Tag. Manuf. Model Location Size D.O. Type Remarks } No. EXTERIOR: D1 Jeld-Wen Stl. insulated Main Entrance into 1 3/"x 3'-0"X 6'-8" Stl. -Provide w/all req'd hardware. "energy Living Area#1 insulated -', saver" Flush D2 Jeld-Wen SO.insulated New Bedroom 1 3/4"x T-0"X 6'-8" Stl' -Provide w/all req'd hardware. "energy insulated saver" Flush 1 SECOND FLOOR-INTERIOR: D3 Jeld-Wen Flush Bathroom off Suite 1 3/8"x 2'-6"X 6'-8" New Flush -Provide all req'd hardware and primed #1 threshold. hardwood Solid particle core D4 Jeld-Wen Flush Bathroom off Suite 1 3/8"x 2'-6"X 6'-8" New Flush " primed #2 hardwood D5 Jeld-Wen Flush Closet on New 1 3/8"x 2'-6"X 6'-8" New Flush " r primed Bedroom hardwood D6 Existing existing Existing Door to be 3'-0"X 6'-8" Existing Retain all hardware Re-Used in the Refinish and paint New Suite r Bedroom#1 D7 Existing existing Existing Door to be 2'-6"X 6'-8" Existing Retain all hardware Re-Used in the Refinish and paint New Bedroom/ Bathroom r� t Door Notes: �) 1. Doors shall be delivered to site by manufacturer. 2. Interior trim—shall be profiled and sized to match existing and provided by General Contractor. 3. Exterior trim-Shall be profiled and sized to match existing and provided by the General Contractor. r� t, r f L i i n CONTOUR SVA ENERGY SAVER© FINISNIELDO Now the security and protectioniof The JELD-WEN Energy Saver offers The JELD-WEN FiniShield is a low- steel is combined with an upsc le, the exacting performance of a maintenance, economical'y priced `- high-definition design—the bes of classic steel door. Tough, 24-gauge steel door.The strength of a FiniShield two worlds in one superior, prem um galvanized steel door facings offer door lies in its layers: 25-gauge steel exterior door. JELD-WEN superior protection; an optional galvanized steel skins with two Contours has a tough, 24-gauge steel edge offers additional security coats of baked-on enamel primer are i� galvanized steel skin that features and a fire rating up to 90 minutes. covered in a prefinished seven-mil JELD-WEN's exclusive new beaded layer of oak-textured vinyl. sticking profile. With dramatic shadow fines and the look of true GLADIATOR© wood, this profile has curb appeal The JELD-WEN Gladiator is a previously unseen in a steel door. construction-grade steel door These doors are available with an that lives up to the stature of its optional steel edge for added name with solid style, substance security and a fire rating up to and a seriously attractive price. 90 minutes. The 25-gauge steel skins offer durability, strength and the quality of the JELD-WEN name. r` JEL' -•FlFN steel-edge, `.:c.•(:KS f;_`atJjrE: lrf @::�iIdSIV:. .:iil j0:•-,ii?;} .,.lgle-pier.n 22-ga:.1g <;if- ;:cei-edge. Tile ;trerogT e Steel wily^E tiffs- $CI^5 �:;cLp;Ic•nta S�'CUr1i;' 3RC.I .. ,.iC uieiiu 'mil 4? up .t•, yp ir;:nukes. H's .available in. all Cnntour_anci Sager deign . STANDARD PROFILE JELD-WEN EXCLUSIVE BEADING PROFILE v 2 YEAR I -S _ i 8 ' ' v.,"L� -� W}Zf/t - �ny�.tt,th2� t ysU•) R� t 1I t l While keeping the look of interior doors consistent throughout your home,you may choose to vary the core of each, depending on the room in which the door will be r THE QUIET DOOR'" installed. The core you select will determine the door's weight, impact resistance, r ! fire rating and sound transmission. ` SOLID PARTICLEBOARD CORE- SOLID MINERAL CORE- WOOD OR MDF FRAME MINERAL COMPOSITE FRAME 1-318"Door tq 1-3/4"Door i 1-3/4"Door 1-5/32"t•ADF top \ 1-lid'i-!DF tap antl ; hlincral composite- v .v xf y 5 and bottom rails ` bottom rails 1, ! fire resistant 3/4`top a e „ Optional wood to arid Optional wood top and and bottom rail ( ' r { bottom rails in custcmer- bottom rails in customer, f hinge and 3I4" specified widtits soecified widths e t h� Ictdt stiie5 a 1-5/32`wood stiles 1 :-lid"wood stiles Mineral core t v 28-pounds-per-cubic-foot i JH pot»dsyaer-cubs-foes> , ��,a0-and 40-minute minimum density particle- •ninimurn density particle- ; '-�- ;Ire ratings manufactuted Loam case 1>narri core u a to rite current Georgia- um y, 1 1/8'premi hardvacod 1i8"premium hardwood " T ;( Pacific or Marshfield Door t y veneers or pteprimefi, veneers or prepnmed, a system specifications un-pruned or orefinishec tin-primed or prefinished - ' s 1/8" remium hardwood fia:dboard hardboard veneers or prepnmed, (Alf dimensions prior ` 20-minute fire rating up tox<4' un-primed or prefinished to trim) I u'0"x 8'0"and app;oved YEN hardboard for double-wide applica- - (Afl dimensions-prior to trim) x-�— Y (All dimensions prior to trim) r'1 i^ SOLID WOOD STAVE CORE- HOLLOW CORE- WOOD FRAME COMBINATION WOOD/MDF FRAME 1-318"Door 1-314"Door 1-318"Door -5132'wood top t-i/4`wood top i1 -' ,. "� 1-SP2"NIDF top i it and bottom rails and buttarn tails , 6> and bottom rails R i !-5/32":rood stiles 1-1/4"wood stile; � � a� rr ,,� ; Optional wood top and >, y `-Nord stave Core Vvbod stave core bottom rails In custamer- specified widths rB`premium hardwood 113"premium hatdv:•ood �" k,: t-5/32' MDF stiles t t{C r L veneers or prepnmed, veneers or pieprmed, t �i un-primed or prfinished tot-prirwd or prefinished [ r Optional:.pod siites hardboard hardboard rr l Corrugated honeycomb t ! cell core (Alt dimensions prior 20-minu}te fire rating up to - r u :) to trim) 4'0"x 8'0"and approved i I Two 3"x 16'particleboard i for double-vvride applications ' lock blocks r e 4 tAll dimensions Door t er:r it 1/8'premium hardwooc to itit77} f veneers or preprmed, +i ! un-Grimed or prefinished �'\ �'�•a,F=�,h?,y-.,<�-� �3 ? "'rat '?r �� (Alt dimensions pric; �x to trim ) -; Please check with your local JELD-WEN dealer or plant for available frame options. s, Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code y COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Documents and Settings\Donald Davis\My Documents\misc\Rodeway-PhaseI.cck Section 1: Project Information Project Name: Renovations to the Rodeway Inn Owned by: Mohammad Tariq Designer/Contractor: SD Atelier-Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs,New York 12866 Document Author. Donald Davis Jr. RA-New York and New Jersey Section 2: General Information Building Location(for weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 - Project Type: New Construction Window/Wall Ratio: 0.10 Activity Type(s) Floor Area Multifamily Living Units 1064 �. Section 3: Requirements Checklist Bldg. Dept, Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. r [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R values &U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and '� with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descri tp ion Area R- ale R-Value -Fa for U-Factor Roof 1: All-Wood Joist/Rafter/Truss 1064 30.0 0.0 0.035 0.051 Exterior Wall 1-North: Wood Frame, Any Spacing 224 19.0 0.0 0.068 0.074 Window A: Wood Frame:Double Pane with Low-E Clear, SHGC 0.57, PF 12.00 14 — — 0.480 0.520 Window B: Wood Frame:Double Pane with Low-E Clear, SHGC 0.57, PF 12.00 14 — — 0.480 0.520 Door 3: Solid 21 — — 0.360 0.120 Exterior Wall 2-East: Wood Frame, Any Spacing 304 19.0 0.0 0.068 0.074 Window B: Wood Frame:Double Pane with Low-E Other, SHGC 0.57, PF 2.00 19 — — 0.480 0.520 Window C: Wood Frame:Double Pane with Low-E Other, SHGC 0.58, PF 2.00 12 — — 0.500 0.520 Window D: Wood Frame:Double Pane with Low-E Other, SHGC 0.58, PF 2.00 18 --- — 0.500 0.520 Door 1: Solid 21 -- — 0.360 0.120 Door 2: Solid 21 -- — 0.360 0.120 ^`} Exterior Wall 3-South: Wood Frame, Any Spacing 224 19.0 0.0 0.068 0.074 Window A: Wood Frame:Double Pane with Low E Clear, SHGC 0.57, PF 12.00 14 -- --- 0.480 0.520 r Window A: Wood Frame:Double Pane with Low-E Clear, SHGC 0.57, PF 12.00 14 — — 0.480 0.520 Exterior Wall 4-West: Wood Frame, Any Spacing 304 19.0 0.0 0.068 0.074 (a)Budget U-factors are used for soltware baseline calculations ONLY,and are not code requirements. Envelope PASSES: gn 6%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New - York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code. 'vim A- iG"(-A2- -'VXWWe4jW i t� � 7 tC cox Z5 2ODG rgner- ame Signagre Date Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Documents and Settings\Donald Davis\My Documents\misc\Rodeway-PhaseI.cck Section 1: Project Information Project Name: Renovations to the Rodeway Inn Owned by: Mohammad Tariq Designer/Contractor: SD Atelier-Architecture, L.L.C. 510 Broadway, Suite 33 Saratoga Springs, New York 12866 Document Author: Donald Davis Jr. RA-New York and New Jersey V; Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems Last Q11anti1y System Type&Description 1 HVAC System 1: Heating: Other, Electric/Single Zone ^� Section 4: Requirements Checklist i� r , Bldg. Dept. Use Requirements Specific To:HVAC System 1 Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads ` -Exception: Standby equipment automatically ofi'when primary system is operating -Exception: Multiple units controlled to sequence operation as a function ofload [ ] 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] J 5. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations [ ] 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfin [ ] 7. Outside-air source f5r ventilation; system capable ofreducing OSA to required minimum [ ] 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of building assembly -Exception: Ducts located within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F. [ ] 9. Ducts sealed-longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 11. Operation and maintenance manual provided to building owner [ ] 12. Balancing devices provided in accordance with 603.15 ofMechanical Code for New York State [ ] 13. Stair and elevator shall vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing, etc., have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official, ifrequested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief.and professional judgment, such plans or specifications are in compliance with this Code. (,g6G�'L lQ6fi► Li1�p i U1, Signature Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release la Data filename: CADocuments and Settings\Donald Davis\My Documents\misc\Rodeway-PhaseI.cck ' The following list provides more detailed description ofthe requirements in Section 4 ofthe Mechanical Compliance -- Certificate. Requirements Specific To:HVAC System 1 ` Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook ofFundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads f5r standby purposes. - Standby equipment must be automatically controlled to be offwhcn the primary equipment and/or system is operating. -Exception: Multiple units ofthe same equipment type whose combined capacities exceed the calculated load are allowed ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable ofautomatically setting back or shutting down systems during unoccupied hours using 7 difrent r. day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable ofmaintaining programmed settings for at least 10 hours without power. -Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of kW (6,826 Btu/h) or less. 6. Outdoor-air supply systems with design airflow rates>3,000 cfrn of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 ofthe Mechanical Code for New York State, Ifthe ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable ofreducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difiErence between the interior and exterior of the duct or plenum does not exceed 15 degree F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. Operation and maintenance documentation must be provided to the owner that includes at least the fbllowing �J information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and - maintenance manualsc) HVAC system control maintenance and calibration infDrmation, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative ofhow each system is intended to operate. 12. Each supply air outlet or difuser and each zone terminal device(such as VAV or mixing box)must have its own balancing.device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air difasers. 13. Stair and elevator shaft vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. "l �1 f�� I' NOMINAL WOOD SUB E FIN. FLR. tir 3/4'E:XISTG EXIST'G 2 X 10 _ CEILING JOIST r=x AT 16, O.C. SYSTEM 911r _r t 0 0 s 5/8'Z5/se" TYPE 'K' LAYER OF FIRECODE GYPSUM WALLBOARD. B s C ' 5 ti EXIST'G CEILING - I - HOUR RATED ASSEMBLY - WOOD FRAME W (SIMILAR TO UL DESIGN L501) W ` o - N e 5 1/2' U.N.O. i I/2' E I/2' 6 „r 1/4' 1/4' BOTTOM OF FLOOR / CEILING ASSEMBLY o ACOUTISCAL SEALANT RESILIENT CHANNEL o GYPSUM BOARD- 5/8" TYPE 'X' FIRECODE- r - BOTH SIDES 1 1/2' SAFB e O ACOUTISCAL SEALANT BASE WHERE SCHEDULED C O TOP OF SUB FLOOR E. e n 3-1/2' WOOD STUD WALL m 16' O.C. WITH 1/2' TYPE 'X' FIRE CODE GYPSUM WALL BOARD BOTH SIDES WITH MIN. 1/4' GYPSUM APPL. VERTICALLY W/ 4D CTD. NAILS3 1/2' $ PERIMETER CAULK. e ' NTER102 WALL- I-HR WALL RATED UL CLASSFICATION- GA-WP-3341 SOUND. STC 53 USG-221-ST-G-H I ASSEMBLY DETAILS w5sear SCALE I - P -O' j OCTOBER 26,2005 SD ATELIER DATE i ARCHITECTURE LL. RENOVATIONS TO THE RODEWAY INN OWNED BY: W.SO.33 MOHAMMAD TARIQ PARTITION ASSEMBLY ASSEMBLY Svut SpfttNY.12W p.31as 7msS 1449 STATE ROUTE 9 (AS NOTED) 1� ,.nW MAMMWM LAKE GEORGE,NEW YORK 12845 SHEET NAME AND SCALE SHEET NUMBER PROJECT NUMBER-2005-25 Symbols Symbol Description 0 -Hydraulic Reference Points cvQQ -Elev. Below Top of Steel C'e-6]] ` -Elev. Above Finished Floor SPR\����� + (TOS 20-0 -Elev. of Top of Steel ® - -Ceiling Height -L -Denotes Hanger Location � P o -Rise up or down ,L`� G General Notes 1. All Pipe Locations are to be Field Measured Prior to Fabrication and Installation by Sprinkler Contractor. 2. All Dimensions Shown are Center to Center. �'�, 9�F 3. High Temperature Heads are to be Field Located Where Required. -- �� S�Ott R GP�G� � F�O� 4. All Pipes and Hangers are to be Installed per NFPA #13. L 5. Hangers are to be U.L. Listed and Approved. WATER SUPPLY DETAIL NOTE: (NO SCALE) ON�'G�.JP SYSTEM MONITORING (BY OTHERS) O�OFRoR O FFFO GP�� ti r...wow..r.r::+rM.M • Y MYi+• +s wwwwur. + wrnr nr+r arrr.... : j+��7��' � ` E * E1ft •IMEIE fl{ -^i-}�Y'M �'M r'Y . i . .�I � ,yrf:.M .r : y `[`[`` i. l. ^`]I► �: -•11.,y:, N�" T1.IF 1. :iyy. � ._.y. #♦ :. _.: ' . „ ,.» , ...,�. ... ..wwr.. .. ! f i s Ei i � E t s i t +at MI • i i r s f+ 2 . • xs.ew' 'ElR! It n'.'1 a 0 # •. t , �} # �+� : .. . . . .. tM •+ s r fY� #• '�«+c " ►�4n°'� '+l�+ir'�,#►°t"�` i ■� 1_7 a ► • ., 1 r 4s• i. w + •ice • s l� i 4 4,e t itsw•..�' ilEillll�+►►Karl+.r+ MI� � ,yt�+�►E�� � .. � � 4w • t i► did�.• ...,.Y.r. - •, .LII .4rw.�*S! • .. .. ► � �r s y � ,wrwr r� �rrrr � � �, • ter.. . 1 # i � � -� E •R i i # 9 �� . � a• ! � i i � t 1 YYi � '� a 40 j L I t �"� : sw � * � �. � E IY•:fit lrw ow EEE��"'�'iNR���''iM` �� t*`'(�Y Yw . #. .. A s • .R• +.. ' j w ♦ yy ,may k. Alk a ' M tI�M' iMfE'41�►+�rrw� *or,1w�IlUE 40V0W*A* � 4 4� ,1y..4 Mr..r..+o..1+F1wft ii.h#► }E � E ., F i » 110011I 1&*M'"#own%** Mai so ... «..r... ...a.... ,.,, r e i OW 0", r �, l► s Ii +iE il!i+1M M1I�ri M 1+ rr lu # M t ar k w.r r►r.�w,wt M rw rt Mr+w rr # t .' >< # J _ _ �ti.�Esr�rr�e;rr�r„M•1+1lrwiw+l�rrr#lrh�r +irrr�l►r►4�ilrrrr� rrrr +r�"�.wrrrr�w�+riM1�►iIwMwt+. +wry'w+• W►� wa��ara�wws+�rrl�'�wr+M+•���►�e�i�l� � « + Loa #I*"-�r#��� ar#e r�� yr: # r f i ,� irrf�IrriEM�w�r+l�rrt � ��MMr+■s��i !i �+tw�' � �'� ��11H�V*+w� � lMr. +� ��rrrrarr;wr Ul � • a«+� !� �, �` �+�rt# v��� �+swrr�r ►�r��wwiw�tw � �'�,rrr�ir►rwwM��►w+wrr� ���rrw■+rrw�+�r ��rrif�r� ►; ,• �' • `gyp 6j. . � 5r M, ''�. ''� '�.� ,.' �+► � ''� w „r' E�� � !�R w iwwirr!�L.r �!+MiwM rl�+w E11MriM'f� '. « .' .. '4'# �'► � '� •�. » w Mr. + +r+w+ �3 a.�� ili iM?S Mi� �3r.� w.w , •El�r' SECOND FLOOR SPRINKLER LAYOUT FIRST FLOOR SPRINKLER LAYOUT FIRE CONTROL SYSTEMS- SPRINKLER SUPPLY LOCATED NO SCALE NO SCALE 104 REYNOLDS ROAD IN CRAWL SPACE BELOW ( SEE DETAIL ) FORT EDWARD , NY 12 �28 SPRINKLER DESIGN CRITERIA MAIN , LINE , SPKR . , OUTLETS SUMMARY PIPE & FITTINGS SUMMARY 14 TOTAL SPRINKLER SUMMARY ROADWAY I N N REMOTE AREA # DENSITY REMOTE AREA OUTSIDE HOSE SPRINKLER MAX. SPACING SPRINKLER LINE AIN LINE PUMP SCHAIN MAINS -r10 E SIZES BLK 2 THRU' 6 P IPEGENDS FIRELOCKFITTINGS SYM QTY THD ORIF TEMP FIN TYPE MANUF MODEL & DESCRIPTION K LAKE G E 0 R G E ROAD G.P.M. / SQ. SQ. FT. G.P.M. TEMP. (DEG.) SO. FT. RESPONSE SPRINKLER SPRINKLER FEED SCH-10 BLK 2 THRU 6 G X G FIRELOCK -4 14 4.2k 155- CR RES ANY RES HSW 4.2 QUEENSBURY, NEW YO F\ K OUTLETS TO BE VICTAULIC MECHANICAL OUTLETS TO BE ALLIED TYPE T3UF WELDED STDP SCH-10 BLK 2 THRU 6 G X G FIRELOCK TEE TYPE w/ FEMALE THREAD BRANCHLET w/ FEMALE THREAD CROSS SCH-10 BLK 2 THRU 6 G X G FIRELOCK SCALE: DATE: AUTOMATIC MAIN MAIN OUTR SCH-40 BLK 1 " T X T B.C.I. BLACK AS NOTED 4-21 -06 SPI;;INKLERS LINE LINE ;K LINES SCH-40 1 THRU 2 CPVC C.P.V.C. OUTLETS TO BE VICTAULIC MECHANICAL OUTLETS TO BE ALLIED TYPE 3RG WELDED LINES SCH-40 BLK 1 THRU 2 T X T SNAP—O—LET DRAWING BY: DRAWING # WET 1.3R SYSTEM TEE TYPE w/ G.O.L. BRANCHLET w/ GROOVE LINES SCH-40 BLK 1 THRU 2 PE X PE VIC. FIT. REB FP-1 SF°RINKLER WELDING SHALL CONFORM TO NFPA 13, 99 ED. ILINES SCH-07 BLK 1 THRU 2 G X G FIRELOCK LAYOUT