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2003-965
TOWN OF QUEENSBURY 742 Bay Road;Queensbury,NY 12804.5902 (518)7.61.8201 Community Development;Building&Codes (51$)761.8256 DT r A T ,)kN,CY IFI OCCUP Permit Number : P20030965 Date lssued: Tuesday,January 17,2006, This is to certify That work requested to be done as shown by Permit Number -P20030965 has been.eompleted, Tax Map Number, 523400-302.005-0001-052.012-0000� Location: 547 AVIATION.Rd. Owner, AFTAB BHATTI Applicant; QUALITY INN This'structure maybe occupied as a: Hotel/Motel ByOraerof Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with'Site Plan, Variance;or.other issues and conditions as a result of approvals by the Director of Building&Code nforc ent Planning Board or Zoning Board of Appeals. TOWN OF. � QUEENSBUR.Y' 742 Bay Road,Queensbury,N.Y 12804-5902 (518)761-8201 Community Development-Building&.Codes _(51$)`761-8256 BUILDING PERMIT Permit Number:" P20030965 Application"Nu*xnberi A20030965 Tax Map No: 523400-302-005-00011-052-012-0000 Permission is hereby granted to: EC ONO 1.0DGF. For property located at:. AVIATION 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: AFTAB BHATTI Hotel '_� $11600;000.00. " 6 JACQUELINE Dr `Total Value - "$1,60Q,000.00 QUEENSBURY;NY 12804=0000 . Contractor or Builder's Name /address Electrical Inspection Agency Plans.&Specifications 2003-965 ECONO LODGE . 16,2,00 SQ'FT HOTEL AS"PER.PLOT PLAN SPECIFICATIONS $2,430.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,December 18, 2004" (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 eensbury; Thursday,December 18, 2003 SIGNED BY for the Town of Queensbury. Director of Building&Co e En einent, Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queerisbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No.-9- (p-5 No inspection will be made until applicant has received a Fee Paid $ _ valid building permit. All applicants' spaces on this $ o P Rec.Fee Paid ' application must be completed and must appear on the Rec.Feed application form. ...:... Applicant: Owner: Avg i�snorm Address: ? , 1 �,t,� .n� `6x nze i Address: ua;m A :2110-Rmol 24011;=IJ_f rv-1 (2:O .>fo i tsar x7�aann Y�1c a l�; Led C% Phone#( ) �3Y, Phone#(15ts . g� r' d'�- _�E.9F t Property Locations Lot Number: / House Number Subdivision Name: Tax Map Number' 1 �' New Building: residence omm is - r 1 "- "'Estimated Market"Value of Construction:$ �i r Goo o Addition: residence/ If an on,what will use of new addition be? Alteration: residence t commercial C No change to exterior size: residence/com'1 O Other work(describe — Check OceupancyInformation 1 Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet C3 Sin a ihmil dweliin o Two faatil dwollin © Townhouse O Multifamily dwelling#of units too +/- Ll,,,'a-a,„wf� � 8,cw tef Z� © office t� Mercantile o Manufactt�in. D 1 car detached garage � 2 oar detached gars e � � �. O 3 car detached garage ® 1 car attached garageAIN ��WY�lSC3 0 2 car attached garage l DIN,G3 ANED) a 3 car attached garage a storage building- cornrnerciai ' o Storage building- residential a Other What is the,proposed height of the structure '38 feet G Inches Will anY second-hand or ungraded lumber be used? If so,for what? (�00 Ir Type of Heating Syst a ectr' oil / gas/wood /�tfe'ed > baseboard/other: W r"'0 `•-— t{JJ� 94t»5 Number of Ftrenlaces to be installed Number of Modstoyes to be installed List below the person(s)responsible for supervision of work as regards to building,codes: Name. Address Phone Number —— —- Builder Plumber s• Mason ►i Electrician SI Defil rgt4^^* please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the pleas and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other.iaws 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 F/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 now construction Codes,an-As Built Survey by a licensed surveyor,drawn to location of a scale,showing actual ll r-- Signature: owner,owner's agent,architect,contractor APPlication for Permit Septic Disposal Systems i Town of Queen8buyy 742 Bay Road Queensbury;.N7';:�2504 (SI S')'76I-82S6 1. OWNER INFORMATION: ` "' " Location of installation: ..........1.1...... ...-..................... ...w.., Office Use Tax Map No. / File Permit Owner's Name:_ ILL Fee Paid Address: .............................. ..........................................».......,,,,.,,.,...................... 2. INSTALLER'S NAME 3• RESIDENCE INFO PHONE NO. RMATIOM (`circle year of dwelling,indicate#bedroom(s)and multiply#of bedrooms with applicable gallons per bedroom toe fttaffy flow) ut — _ e0 1980 or older x 1 gallbdrm 1980— 1991 - ffi z 1991 —present x 11 D ga' drm = Garbage Grinder Installed yes ! no• Spa or Hot Tub Installe yes_ / no 4. PARCEL INFORMATI ` (circle applicable inform lion&in ' ate measurements) Too a So'1 a e fii'd Wa r e ock Flat Im envious sand a hat depth ter. I s Rolling to et what depth municipal Steep slope cl - feet well .. ._°o slope other if well, water u ply depth: from any septi -system Perco 4 n Test: (To be co feted lic used professional engine or architect absorption ft. p inc Ra e: other • > 1 S. PRO r SED SYSTE : o e prof,ssional engineer ns ion' Ali dividual se ag oral systems must be designed g' chide r ea installed in- P arming at roved subdivision). Add 250 gallons the sized of tl}e septic tank and e h field far eac Garbage Gr' der,Spa 1 Ool Tub, ((l1 P Septic T gallon(min. siie I,o 0 gal) Tile Field: e -h trench f1 T • yytem en f, Seepage Pit f ): number of size of ae fi by ft. Size St e to be used: . depth or ickness feet Bed Syste Size: x Alternative System: length and/or e 6. HOLDING TANK S f'S IM ' (if required) Number of tames: / Size of each: gallons /TOTAL Capacity:_ gallons Note; Alarm System I d associated electrical work must be in electtical inspec a ri y, spected by a Town approved 7• SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON{please read} For your protection,please note that pursuant to Section 136 29 of the Code of the Town e ance upon , y permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact d circumstance known by or on behalf of an applicant.' be void. I have read the regulations with respect to this application and agree to abide by these requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance, and all Signature of respontibie person Date . •'I'n�vtir taf i�uc:c:�tttta`:i•y • :at;wt:Y:t sttatl :►t:wtti;� I>i�e;aas.itl t:lut;ait`t' sr 5sow ' 11.I�.:�t)IL�'�I`kC��W IrI-1{II.�IJ - • . ' S]:P1�ltA.'1'1t�?Al IL•'tr+�Zt•3'�ILt�i�]I�:l�l't`� - ' Ss t•t lcr � Des MUM$n•�:t rf r I. SI,tx2�t.P�.TU'R� 8t•;LNF4OI�iv7A1'I�I��S�.C. �'V7M`�',tifiss-i�+�'�+�'••+i��•,�'"•`"•""•:;:,: i: ,•�•:• s , BLDG. PERMIT NO. 2003-965 APPLICATION FOR A TEMPORARY'CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 547 Avidtich Road for the following uses: Econo Lodge Novembefi 4, 2004 DATE SI ATURE OF APPLICANT r TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY,is hereby APPROVED A. ( )DISAPPROVED with the following conditions: CeAtiA ica�e, obi 'Occupancy to be iZWed upon compte t e.on o6: 1 ) Co*Zeti.on and app&ovat oA atU .bite izzuu. 2) I ndtaUati,on o6 pe4 manent handnait on st zU tz., 3) Submit 6ina.0 Su&vey. 4) Comptet:e Huhing and cau king on ex.terc.iot o6 buiZding 4 TEMPORARY CERTIFICATE OF OCCUPANCY F, :411} 0.0 DEPOSI • {y 00.010 November 4 2004 f/ d �4- � received on Date of Issuance Director of Bldg. & Co&(Enfd"i6ment T[IIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 30 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee,. Multiple Dwelling, Hotel, Motel, Apartment \_0 0 Final Inspection Report Office No.: (518)761-8-256 Date Ins n request received: Queensbury Building&Code Enforcement Arrive: Pts am/p Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: b NAME: JC PERMIT#: LOCATION:- F DATE: COMMENTS: Y N NA Chimney Height 1"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./3 6"Landing,Decks; ovej/&-r Porches Exterior Handrails,Balconies,Landing 3011 Or More Interior Handrails Balconies/Landing 30" Or More Interior Handrails Stairs I or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 sq. 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 Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1, 2 hr. Fire Walls 1,2,3 Hour/Fire Door3/4, 1 V2,2 Hour Handicapped Accessibility/Handicapped Parkin g/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 1811 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 Room/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 Reg. As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20',,Pt!!!F;"rface 2011 Wide Okay To Issue Temp C/O o&er'manent C- circle one] r4�- Okay To Issue CIC Last printed 6/312003 9.24 AML:\PamW\Bui1ding&,Codes\MULTIPLE DWELLING.doc JV E>f--pt. 742 13.ay lz-o.acl T-4Y 12804 I-C)C.A'rIC)W: -PIFI:Z-ml-r Final Survey PI©t 1plaxi The attached final survey has been received by tl-�e Cflmrnunity surve as been: C x-crvvxi, 2-'4z>xxi r�g-, Administrat©r T�qc>tcl-,S: fgla#q I a t4 -SVI It Ywef Z IRON PIPE FOUND N/F Harry & Jeane M. Troelstra (888/168) N/F Garden World Assoc., LLC (1006/297) N/F B&M Burns Family Trust (1294/210) N/F James & Ruth Britt (338/94) 8¢'_ S9 =4.9 o�'�o I ,� oA''°F �Q F , ml EXISTING 2-STORY MOTEL BUILDING (SEE REFERENCED MAP) Kathryn Peaslee and Peter Liapes To Aftab S. Bhatti D: 8/29/2001 R: 10/2/2001 1234/17 (Parcel shown per deed information - not surveyed) Tax Map No.: 302.5-1-52.13 (DEED:120.79 FT.) I W I I Z I 0 I I STORM DRAIN ® GRATE Wayne W. and Susan A. Pelak I Kathryn Peaslee and Peter Liapes to to Aftab Bhatti - I f-� Aftab S. Bhatti D: 5/23/1997 D: 8/29/2001 R:5/23/1997 1022/116 I R:10/2/2001 1234/14 I ASPHALT — I -- - 0 LIGHT BASE (CONCRETE) I Area: 1.815 Acres ± — STORM DRAIN © GRATE Tax Map No.: 302.5-1-51 I Tax Map No.: 302.5-1-52.12 a I I _Z � J I I } m J I Q W � 00 20 I I Z �W I Q W H W ( W I QQ (ONW S I Z� I I I I X W I I I I I I I I I-. I I OFFICE I I CANOPY I I 4.S', 0 MAP REFERENCE: "Map of a Survey made for Aftab S. Bhatti," Made by VanDusen & Steves, Land Surveyors, 169 Haviland Road, Queensbury, N.Y., and Dated September 3, 2003. NOTES: 1) The boundary lines of the premises surrounding the Econo Lodge motel buildings shown hereon are as shown on the referenced 9/3/2003 survey map by VanDusen & Steves. 2) The sole purpose of this survey map is to show recent construction and the relationship of the most easterly motel building to the parcel lines. 4v• o*1 STORM DRAIN ® GRATE METAL LIGHT POST I CONCRETE WALK 0 ATOP CONCRETE BASE MANHOLE * COVER Q Q Edward D. & Helen Butz (349/249) U- 0 M 0 W LU — 0 Lot 5 Vi Lot 4 Lot 3 Lot 2 N/F Richard Danahy, Sr. (1263/41) N/F Victoria & Michael Molisani (1381 /150) w O N/F Helen Rymkewicz (924/308) Q STORMORAI® GRATE . N/F Paul R. and Heather Nichols _ 3 (1032/296) I 0 Z z Z Uj 0 U Z m ASPHALT I ¢ W Z 0 w Z } Lot 1 U w � Z w U U Z O o $ CA CV 0 W t- v CONDUIT Z AIR CONDITIONING UNITS FRAME 33•7, -- - - - ENTRANCES U PANEL -` MANHOLE BOX *COVER I J ELECTRIC METER I Z LIGHT POST W *NCRETE BASE 0 I W STORM DRAIN Z GRATE a F it -o---- w Uj PIER R ZU U CANOPY I ���� I 30-INCH DIAM. MAPLE TREE I CONC. CONC. PIER SOUTHEAST CORNER OF WALKjo IS 0.2 FEET NORTH OF BOUNDARY = - - - - - STORM DRAIN .7 GRATE 2 CONCRETE -LINED CHANNEL 71-11. • • IRON PIPE I 9 �� I CONCRETE WALK , Ile DO - FOUND A/- 0.5 - 09 '- ZG "- W N/F Dennis Jackson (1122/71) POLE NM8, NYT 8 WITH MULTIPLE RISERS (TO "OLD AVIATION ROAD" AND "GREENWAY NORTH RD." »»») A. LIGHT BE O ONCRE E) LAWN CURB STOP* _ co4 MAP �w 'q4/r OF A SURVEY SHOWING THE LOCATION OF RECENT CONSTRUCTION ON LANDS OF *11100011111, HYDRANT Aftab S. Bhatti KNOWN AS THE "Econo Lodge" SITUATED IN Town of Queensbury , Warren County New York Scale: 1" = 20' October 23, 2004 Survey and Map by CHARLES T. NACY / License Land Surfeyor 32 John Street Queensbury, NY 12804 Only copies made from the original ofthis Unauthorized alteration or addition to a survey survey map which are marked with an original of the land surveyor's embossed map bearing a licensed land surveyor's seal is a violation of Section 7209, subdivision 2, of the seal and bearing the surveyor's original signature in red ink shall abe considered New York State Education Law. valid and true copies. SANITARY* MANHOLE COVER Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection requ st re i d: Queensbury Building&Code Enforcement Arrive: a in epart: a 742 Bay Road,Queensbury,NY 12904 Inspector's Initials: f NAME: # LOCATION: DATE� Z, COMMENTS: Y N NA Chimney Height "B"Vent Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof fonplae_ am/ re, I in e f Finish Grade 611 In 101 Drop ky, Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches f I Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 3011 Or More Interior Handrails Stairs I or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 sq. 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 Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door'/, 1 V2,2 Hour Handicapped Accessibility/Handicapped Parkin g/Signage 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 —A—c—t-A? Co Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30"(H)/Crawl Space 18"x 24" Final Electrical Site PlanNarianc* e Required in rvey Plot Plan Flood Plain Certification,if Reg. ,Ts-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 Last printed 6/3/2003 9:24 AML:\ParnW\Bui1ding&Codes\MULTIPLE DWELLING.doc Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection re est r cei d- Queensbury Building&Code Enforcement Arrive: in/pm, Depart: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi ' NAME: PERMIT — LOCATION: I\ti!iNOVA 11 Q DATE: COMMENTS. Y N . NA w� � C- Chimney Height/"B"Vent/Direct Vent Location �O�� 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,Decks, Porches Exterior Handrails,Balconies,Landing 30" Or More i 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 sq. 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 Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1, 2 hr. Fire Walls 1, 2, 3-Hour/Fire Door%, 1 %2,2 Hour cs\"� Handicapped Accessibility/Handicapped Parkin Si 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 Furnac S u- f at Entrance to Furnace Area Furnace QHot Water Heater O eratin Fresh Air Intake Low Water S ut-OV f-artoffer Relief Valve,Heat Trap/Water temp 110 Degrees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected In Gara e) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" Final Electrical Site PlanNariance Required Final Survey Plot Plan/Flood Plail,Certification,if Reg. As-built Septic System Layout Required \ Building/Apartment Number on Building or.Driveway Build Access All 20% Driveable Surface 20"Wide Okay To Iss em C/O o Permanent CO [circle one] Okay To Issue /C Last printed 6/3/2003 9:24 AML:\PamW\Building&CodesIMULTIPLE DWELLING.doc ' Town of Queensbury � Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request r) n SCHEDULE Received: _-- -- Permit# .�D ��Z INSPECTION ON: Name: -3.0 A PM ANYTIME Location: -p 549 A(1j fj APPROVED �--- N lA YES NO CO MENTS AISLE WI—OTH EXIT SIGNS INNS--NORMAL - BATTER _ _ EMERGENCY LIGHTINGj FIRE EXTINGUISHERS �Oltb c 0 v4t b1( ► _ FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM — .�. � j FIRE SUPPRESSION SYSTEM jJdl ,y /� HOOD INSTALLATION .� INTERIOR FINISHES — STORAGE — COMPRESSED GAS y . CLEARANCE TO SPRINKLERS CA CA CLEARANCE TO HEATING T UNITS / CLEARANCE TO ELECTRICAL REQ YfRED SIGNAGE EMERGENCY PLAN ,` y MAXIMUM OCCUPANCY SIGN / �j����'��( 000 CHIMNEY _ / MASONRY ROUGH IN ! Ad F►N1 L j CHIMNEY FACTORY BUILT ROUGH IN FINAL �S &O-A STOVE —_` ROUGH IN/ (� V f 0-it FI[�AL 7 VENTED GAS APPLIANCE ROUGH IN _ FINAL FIREPLACE MASONRY DOUGH IN �— OK THIS DATE OFC F CO IVOT OK FINAL FIREPLACE 1 FACTORY BUILT ROUGH IN "— INSPECT EY _FINAL COM DEV/CHRISJlWORDILETTERS2001/FIREMARSHALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Rough Plumbing / Insulation Inspection Report Office No: (518) 761-8256 ' Date Inspection request re I ed• . r Queensbury Building&Code Enforcement Arrive: aml a art: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials- NAME: �. NAME: �C� t� 1� C�C���' PERMIT#: ZDc�3—9C5 LOCATION: INSPECT ON: . \\ — p —D TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R 3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Q Tam .NI��E Plumbing Vent/Vents in Place �p�� M RoughPlumbing/Nail Plates , o} 1 % inch min..Drain Size Washing Machine Drain 2 inch min. r - Head or Air Supply Test f1, Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes REX Cleanout eve 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pei One and Two-Family ,�� 1r Insole o Residential.Check Commercial Check Proper-Vent,Attic Vend Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed ro erl /No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FQRMS\Rough-Plumbing Insulation Repc ri.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r est IV Queensbury Building&Code Enforcement Arrive: p De rt: niti 742 Bay Road, Queensbury,NY 12804 Inspector's Ir NAME: Mcpvo 0 U00C-'E- PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers 0- Bracing/Bridging Joist hangers 6\rkie���� Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. 7 Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed — 16 inch insulation in cavity min. Garage Fire Separation House side V2 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 LAS ue Henlingway\13 u i Id ing.Codes.Inspection.FORM S\Fraini ng Firestopping Inspection Report.doc January 28,2003 FROM GF REFP I GER :iKI QN PHONE NO. : 518 745 8435- - Nov. 01 2004 03:44PM P1 1 .t MFRiG)F,)R ATTON& HE,AUNG WORKS LLC PHONE(518)792 2224 475 CORINTH ROAD PAX (518)792-8999 QUEEiNSBURY,NBW YORK 12804 November 1,2004 ` Mr.Sam Shatti DBA Econolodge 543 Aviation Road.: Queensbury;IVY 12804 Dear Saran; Our Company has gone through the newly built Econ6lod9e located at 543 Aviation Road,¢ueensbury,NY,and has started all PTA.0 units. All PTAC units are functioning. - l�espect�ully Su�4��� ed, � . Brian S.Nelson Owner' cc.�ile . 1 - Colamiiercial Final, Inspection Report Oeel, Office No.: (518) 761-8256 ]Date Inspection roy es rec, �V Ole e�4 Queensbury Building 8.r Code Enforcement Arrive: q*l/p Ulepart: Si Ya-n-,J6pm 742 Day Road, Queensbury, NV 12804 Inspector's InitiEv s: NAME: c>, PV-P-Mrr 1C lv9rs: -\A Chin-mey "13" Vent I Direct Vent I-ocation Plumbing'Vent Through Roof 6" /13-loof Corn lets Exterior Finish Grade Complete 6" in 10' or Equi-valent Interior/ Exterior Guardrails 42 in. Platform/ IDecks Interior/Exterior 13allisters 4 in. Spacing Platform/ ]Decks Stair Handrail 34 in. - 38 in.- / Step YUsers 711 / Treads I IL" Vestibules For Exit doors ::- 3 000 sq. ft- -A-11 Doors 36 in. w/]Lever 14andles/Panic Hardware, if required Exits At Orade Or Platform 3 6 (w) x 44" 1)/Canopy or]Equiv. ,e,\ (jam Gas Valve Shut-off Rxposed &; P-egulator (18") -Above Orad& Floor Bathroom Watertight/ C)ther Floors C>kay ]Relief'Valve, Heat-rrap /Water Temp. 110 T)egrees IVEaximum Boiler/ Furnace Enclosure 1 hr. or Fire Extinguishing Syste Fresh Air Supply for Occupancy/ Ventilation Coinbustio 1z" Low Water Shut Off For 13oilers Gas Furnace Shut Off Within 30 ft. or Within Line Of*-ftc: Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping R-ooirxi(2 hr.), doors 100/0 �- 1000 sq. ft. 1/ V�') IX4 Hour Corridor ]Doors &- Closers Firewalls Fire Separation, 2 Hour, 3 Hour Co plete Fire IDPampers Fire E>oors -'Ceiling Fire Stopping, 3,000 sq. ft. Wood Attic' Access 30" x 20" x 30" (h), Crawl Spac Access Smoke Vents Or Fan, if req Elevator Operation and S Sealed 11andicapped Bathroom Oreh=13ars I Sinks / Toilets Handicapped Bath rPairMxx%x X-OfAign;�-ge C-C>51C - V\,L-\-- -lq'z i----I d I-ca D---Public Toilet Room an _P9d pp —Access- 14andicapped Service Counter 34 in., Checkout 3611 Handicapped P'-arnp / Flandrgdls Contixi-uous/12 in. Beyond Active Listening Systern a Signage Asseinbly Space Final electrical Site Plan/ Variance re fired Final Surve , New S.. cture I Flood -'lain certificaU43n, if re C--C3 V%V-V- t-tie-)SNAW Ns-built Septic Sys rn Layout acquired or On File Building urn er r e Address on Buildin Water Fo-untairijKr Cooler -Building -A-Cc$;AsAll Sides by 20' /]Driveahle Surface 20' wide, 1p"c lc—q Oka To Is -rernp. or 1'evnaaimeiat 4CIC3 Okay To Issue C/C TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY, 12804-5902 October 29,2004 Mr. Sam Bhatti CO PY Econo Lodge 543 Aviation Road Queensbury, NY 12804 RE: Required Modifications to Fire Alarm System,—New Building Dear Mr.Bhatti: This correspondence is meant to serve as notice that the fire alarm system installed in your new hotel is in need of modifications to bring it into compliance with the code. In order to be considered compliant,.the system needs the following modifications: 1. The common hallway running down the center of the basement level needs smoke detectors installed at proper intervals. 2. The basement level of stairway#2 needs smoke detection. 3. There is a smoke detector in the basement, north end,that was covered by construction . during the sheetrock phase—it needs to be reinstalled on the ceiling side of the room. 4. Both stairwells require smoke detection at the second floor levels. 5. Final test&inspection reports from the fire alarm contractor must be submitted to this office upon completion. In addition, since the system is fully addressable, I am also requiring that the main fire alarm panel be programmed with the locations of all detection devices and pull stations. This will enable the fire department to quickly pinpoint the location of a fire condition within the building, thereby minimizing the amount of time it would take to mitigate the problem and return the building to its normal state. I would also like to remind you'that the protective dust covers on all smoke detectors throughout the building must be removed once substantial work has ceased in those areas. The smoke detectors simply will not respond to a smoke or fire condition with the protective covers in place. Please do not hesitate to contact me should you have any questions regarding this letter. Thank you for your prompt attention to these issues. Sincerely, Steven qJ. Sm' Quee sbu 're Marshal "Home of Natural Beauty ... A Good, Place to Live" Rough Plumbing [Insulation Inspection Report, Office No.'(518)161-8256 Date.Inspection request c ' e . Queensbury Building&Code Enforcement Arrive: pm art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �-c� >c-).)t - �� PERMTT #: LOCATION: 1RJ�4-y-i C-)T,�N ?=DANIV INSPECT ON: -vim- oLt TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R 3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 l inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test i Drain and Vents 5 PSI or 10 feet above highest , connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial /Z Cooper,CPVC,Pex One and Two-Family nsulation/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 to e . COMMENTS: ��� L:GSueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation ReporLdoc November 17,2003 Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspectio equest received: Queensbury Building.&Code Enforcement Arrive: C am/pm Depart: am/pm 742-Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: � DATE: COMMENTS: Y N NA 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,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 Far Exit Doors>3000 sq. ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom,Interconnected Batte' Backu Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,1/4, 1,2 hr. Fire Walls 1,2, 3 Hour/Fire Door'14, 1 %Z,2 Hour Handicapped Accessibility/Handicapped Parkin Si 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 Ventilatiorf per Room[Safety Glazing Attic Access 30'_'x 20"x 30" (H)/Crawl Space 18"'x 24" Final Electrical Site PlanNariance Required Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required h, , �1J Building/Apartment Number on Building or Driveway ' Build Access All Sides by 20',D ' rface 20"Wider'�1 Okay To Issue Tem C/O Permanent CO cir a one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PamW\Building&Codes\MULTIPLE DWELLING.doc Inspection for Permit t® OccupyDQD� Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road 3 Queensbury,NY 12804 Scheduled Inspection Date: 01,�-j 6 Time: Phone: (518) 761-8206 BusinesS Name: Fax- (518) 745-4437 Location: y I A 2 Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure • COMMENTS Exit Discharge S'i C i +IS (v X� AISLES: D ci-; Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery X TRUSS ID SIGNAGE T C c,r) Z,, ? EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprii nkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed -V Combustible Waste Vehicle Impact Protection Fire Lane F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan �u Approved (if no other approvals.apply:jhe B&C Office will issue Dth2eCertrj cate f LOC-cupancy)K Denied a Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsectlion 08.1 7.2005,doc Cornxnercial Final inspection Report Office-I%To-: (518) 761-8256 ]Date Inspection re est r Nre Queensbury Building &- Code Enforcement Arrive: a pm Depart: 742 ]Bay Road, Queensbury, Tq-Y 12804 Inspector's Initials: PBP� LOCATION: DATE: CC)MATE1%T'1r8: IV N I%TIAL Chimney/ -13- 'Vent l ]Direct Vent Location Plumbing Vent Through Roof 6" /Roof Cam fete =xterior Fin in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform / Decks Interior/Exterior 13allisters 4 in. Spacing Platform/Decks loe Stair Handrail 34 in.— 38 in. / Step Risers 711 /Treads 11"' 1 Vestibules For Exit doors ::> 3000 sq. ft. All Doors 36 in. w/]Lever 11andles /Panic Hardware, if required Exits At Grade Or Platform 3 6 (w) x 44" 1)/Canopy or V-qukv. Gas Valve Shut-off IF-xposed &- P-egulator (18") Above Grade Floor Bathroom Watertight/ (Other Floors Okay ]Relief Valve, Heat Trap/Water Temp. 110 ]Degrees Maximuirn Boiler/Furnace Enclosure 1 h r. or Fire Extinguishing System Fresh Air Supply for Occupancy/'Ventilation Combustion 11-ow Water Shut Off For Bailers Gras Furnace Shut Off Within 30 ft. or Within Line Of Site Oil-Furnace Shut Off at Entrance to Furnace Area Stoc.Icroorn/St,orage/acceiving/Shipping P-oorn(2 hr.), 1 V2 doors - 101/o- 1000 sq. ft- c�->-V 3/4 Hour Corridor Doors &, Closers Firewalls I Fire Separation, 2 Hour, 3 I-lour Complete/Fire ]Dampers I Fire ]Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access 18- :x 24" 1z1:,6 Vjuc�l Smoke 'Vents Or Fan, if required Elevator Operation and Signage / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks / roilets Handicapped Bath/Parkin g ]Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 3611 Handicapped Panip /Handrails Continuous/12 in. Beyond Active ]Listening System and Si age Assembly Space Final Electrical Site Plan/ Variance required.._ Final Survey, New Structure / Flood Plain certification, if reg. Ns-built Septic System Layout P-equired or On File Buildi-ng Number or Tenant Address on -13uildirig or]Dri-veway Water Fountain or Cooler Building Access All Sides by 20' /13rkveab1e Surface 20' wide I'loo, Okay'ro issue 'rerrip- or Veruawmeiat C/O Okay To Issue C/C 9.27 ,AaVM:\Ila=aV.'\]3t'LUd3,319 Rough Plumbing / Insul .tion,Inspection Re'oort Office No. (518)76.1-8256 Date Inspection request rec d: Queensbury Building&Code Enforcement Arrive: m,. atp 742 Bay Road,-Queensbury,NY":12804 Inspector's Initi NAME: � tl=`� L� — CzC� PERIVIIT.#: c=�c�?z LOCATION: 2-1.` INSPECT ON:, � TYPE {OF STRUCTURE; Y N/A PVC;', -1,R-2,R-3,R4 Drain/Vents " fast Iron, Copper Drain/Vent/Comm. tiv } • ` Plum_bin ent Vents in Place _` Rou plumbin /-Nail Plates Qom: 1 % .inch min.Drain Size. X:aihing Machine Drain 2.inch min, Head'or Air Supply Test Drain;and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanont every 100 feet 1 chan k e of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Famil �)Jfisulation/Residential Check,/Commercial Check,'-, Pro er Vent,Attic Ven Duct/Hot ater ping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/'No duct tape COMMENTS: L-,\SueHemingway\Building.Codes.Inspection,PORMS\Rough Plumbing Insulation Report.doc November 17,2003 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. that the electrical wiring to the eledricaf equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Sam Bhatti Date: 03/21 /2005 Occupant: Econ Lodge Location: 543 Aviation Rd. Queensbury, Warren Co. NY Occupancy: Motel Applicant:F All Phase Electric 4 Caldwell Circle Ticonderoga NY �1 '218-83-, N T No. 3-1-8- 09 Equipment: fj i3 #9 1 k. 800 Amp. Service Equipment; 2 650 MCM Amp. Service'/Conductors Al 00 This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void, This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or,.the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of fhe above Holed date, certificate shall be process. A fee 11 be charged for this service. Multiple Dwelling, Hotel, Motel, Apartment Final Inspection.Report Office No.: (518) 761-8256 Date Inspection request r ed. Queensbury Building&Code Enforcement Arrive:'' in + epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's'lnitia s: c. NAME: Ecoop Xm D D 6V_--_- PE • 9 6 F LOCATION: A V I A�1c^ s5��11' DATE: ���O COMMENTS: \ Y N NA �6 � Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete (✓' Lu Exterior Finish Complete/Finish Grade 6"In 10' Drop Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30" Or MoreL�wC�G �� Interior Handrails Stairs 1 or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 sq. ft. Doors 36"/Lever Handles Headroom 6' 8"on,Stairs w l— ���c, Ltd Bathroom/Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom,Interconnected Battea Backu Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,3/4, 1,,2 hr. Fire Walls 1, 2, 3 Hour/Fire Door 314, 1 '/a,2 Hour ,. Handicapped Accessibility/Handicapped Parkin Si na e '- �"� �'''� Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Gradet�� 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 T�ti� 5 C-1 7"> ' Low Water Shut-Off for Boiler )t Relief Valve,Heat Trap/Water temp 110 Degrees Max. .�. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected In Garage) 1 Light Ventilation per Room/SafetyGlazingg � SD�VN .7\0� Attic Access 30"x 20"x 30" (H)/Crawl Space 18"x 24" Final Electrical Site Plan/Variance Required t\'X Final Survey Plot Plan/Flood Plain,Certification,if Reg. o As-built Septic System Layout Required Building/Apartment Number on Building or Driveway Build Access All Sides by 20',Driveable S-urfaee 20"Wide --- Okay To Issue Temp C/O or Permanent CO[circle one] --- Okay To Issue C/C Last printed 6/3/2003-4.24 AML:\PaznW\Building&Codes\MULTIPLE DWELLING.doe \Aa � d Multiple Dwelling, Hotel, Motel, Apartment . Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st r ei d: Queensbury Building&Code Enforcement Arrive: _ p Depart: a 1?m 742 Bay Road,Queensbury,NY '12804 Inspector's initia NAME: PERMIT t� — LOCATION: S!4-7 . X)I -p DACE: COMMENTS: Y N NA ® �`,� c Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" 5 cx-t>6f-- Roof Com lete Exterior Finish Complete/Finish Grade 6"In 10' Drop P N --V t��il 51 C-e-1 use !J EAU "�'� 41 Interior/Exterior Railings 34 Into 38 in./36"Landing,Decks, Porches OV sod Exterior Handrails,Balconies,Landing 30"Or More Interior Handrails Balconies/Landing 30"Or More, j} Interior Handrails Stairs 1 or More Risersj7� ` P �L�C #ati- Guardrails 42",Ballisters 4"Minimum Spacing C Vestibules For Exit Doors>3000 sq. ft. C3oJ tT.$j . Doors 36"/Lever Handles ®do Headroom 6' 8"an Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level,Every bedroom Outside every bedroom,Interconnected BattSa Backup QV-- Bathroom Fans/Plumbing Fixtures Complete ;\V\ C�S'� J,,-b Foundation Insulation Fire Separation,3/4, 1, 2 hr. �¢ 1 \ Fire Walls 1,2,3 Hour/Fire Door'/4, 1 %:,2 Hour Handicapped Accessibility/Handicapped Parkin Si na eo"� Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade � ' � �r-- 1 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 Boilers Relief Valve Heat Trap/Water temp 110 Degrees Max. l Garage Fireproofing Complete,Penetration SealedN`l Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing Attic Access 30"x 20"x 30"(H)/Crawl Space 18"x 24" M2 cv- A �L \D�. Final Electrical ,: Site PlanNariance Required- Final Survey Plot Plan/Flood Plain Certification,if Reg. As-built Septic System Layout Required 17- � � Building/A artinent Number on Buildingor Driveway ) -aC Build Access All Sides by 20',Driveable Surface 20"Wide Okay To Issue Temp C/O or Permanent CO [circle one] ECG °T„ vV--4zA VN Okay To Issue C/C v Last printed 6/3/2003 9:24 AML:\PaznW\Building&Codes\MULTI LE DWELLING.doc �`��! �� F� V Town of Queensbury, Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518)745-4437 F' arshal's Ins p tion Report Request';' ' SCHEDULE Received:'' " Permit#QU33-��� INSPECTION ON: lb .Name: :i Cr.C)NC> �� M PM ANYTIME Location: ) ti4, APPROVED N 1A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE ) �y�,�,�' (►��� � EXIT DISCHARGE.-., MAIN AISLE WIDTH X � J SECONDARY AISLE WIDTH / �ii0 ai() h �� �t}'� dJ�� •I EXIT SIGN-NORMAL EXIT,SIGN-BATTERY ( EMERGENCY LIGHTING - � , •� (, 1` ,lA3Cl.�,� lI-[t [-► n PeA A, Its FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER :_INSPECTION FIRE,EXTINGUISHER HYDRO X ]j�� FIRE-ALARM SYSTEM c�h vt�p,p� t>�1 `� g"l��t Coo J : •:�. FIRE-ALARM -FAN SHUTDOWN 1 FIRE SPRINKLER SYSTEM (�C 11 FIRE.SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS tom. ISLAND. )C ..: r� ltt�7 4AWf-� HOOD INSTALLATION .INTERIOR FINISHES STORAGE . .` COMPRESSED GASl�(j �, CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ` ELECTRIC WIRING ENCLOSED � � COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE V t/ F.D.SIGNAGE-UTILITY•ROOMS ` I f1 NO SMOKING SIGNS s✓1�{i A' MAXIMUM OCCUPANCY SIGN " I�tf EMERGENCY EVAC PLAN 0�0*lk-C��iL� OK THIS DATE OK FOR CO OK . INSPE ED BY COMDEVICHRISJNVORDILETTERS20011FIREMARSHALINS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY °` YELLOW-OCCUPANT COPY Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection reque cc' ed: /pm Queensbury Building&Code Enforcement Arrive: a I in epak /P�m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: 51t� NAME: ARat-�Ebt�_ F,RMIT#: LOCATION: I-NgPECTON: /01216f 10 IX00 TYPE OF STRUCTURE: 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 puTose 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 inches above footing 6 mil poly for wet areas under slab Z'Z 'Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHeiningwa y\Build in g.Codes.Inspection.FORMSM-oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re re i e /OM4 4 Queensbury Building&Code Enforcement Arrive a p Depart: jDa p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial -q 0,� NAME: 6mn-711TrL'0Y P K,Ri\irr#: Ao 105 LOCATION: INSPECT ON: /011.1 0+_. IA-tit 00 TYPE OF STRUCTURV: Pr 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 purr ose on site, ,Foundation/WallpoLir 0 L 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 tinder slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASucHerni ngway\Build ing.Codes.Inspection.F0 RMSWoundation Inspection Report.doe January 28,2003 P Foundation Inspectio-n R-eport `J t J Office No. (518) 761-8256 Date Inspection re st - -rive:Queensbury Building & Code Enforcement Arrive: prn ar 742 Bay 1-1d., QueensbUry, TT-V 12804 Inspector's Init -F-I?-Mrr r1,4SPEC-r ON:C-1,0 c- _ --a L -r'VPF, OF SUaTjclul?-V: Comments N- TWIA, Footings Piers NIjarr6TIthic Slab Reinf orcement in ace The contractor is responsibTe for proNriding protection from freezing for 48 hours following the placement of the concrete. Materials f6r this purpose on site. CA4— Foundation/Wallpour x Reinforcement in Place Foundation I3ai-npprcu3fi-ng Foundation/ Waterproofing Type of L)arnpprooi�:�ng—/ Waterproofing Footing Drain ]Daylight or Sump Footing Drain Stone: 12 inch width • inches above footing • mil of for wet areas under slab 13ackX-tll Approval Plumbing 'Under Slab PVC / Cast/ Copper Foundation Insulation Interior /F,-.terior R P-ough Grade 6 inch drop within 10 ft. L-AS uel-3orningway\B ui Win g.Codes.Inspectioti.FOKN4S\I--oundation Inspection Report.doc January 28,2003 Lwq vb fo%aff Foundation Inspection Report Office No. (518)761-8256 Date lnspe�tioprequ r c iv rriv D—I-)an Depart: Vl��A�anV Queensbury Building&Code Enforcement A e a - u r c 742 Bay Rd., Queensbury,N. Y- 12804 Inspector's Indials. NAME: lodo P Fp#: LOCATION: Ai(-\,�' - V-J - INSPECT ON: to I TYPE OF STRUCTURE: Comments Y / N N/A Footings Piers onolithic 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 pu�y2se 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 of for wet areas tinder slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. [,:\SucHeiningway\Building,Codes.Inspection.FOI2MS\I,oundation Inspection Reportdoc January 28,2003 eL Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire M hays lnspec 'on Report Request 2, SCHEDULE Received: 'Perm INSPECTION ON: Name: t. ;��,.�� S' AM M ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE '^ �0�i, L` t -V\ib(0) f GtrtJQ,3 -A/0 MAIN AISLE WIDTH SECONDARY AISLE WIDTHxy EXIT,SIGN-NORMAL EXIT,SIGN-BATTERY EMERGENCY LIGHTING �, � I�ui FIRE EXTINGUISHER HUNG r FIRE EXTINGUISH_ER INSPECTION,.,,-, FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM / jl FIRE ALARM.=.FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN F FIRE SUPPRESSION--GAS t4 U� ISLAND HOOD INSTALLATION INTERIOR FINISHES l STORAGE 'I1(j?S 1\ COMPRESSED GAS CLEARANCE TO SPRINKLERS 5 j&YA, f CLEARANCE-TO ELECTRICAL ) ELECTRIC WIRING ENCLOSED JC .C3'vl P COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION p FIRE LANE I `• 15 F.D.SIGNAGE=UTILITY ROOMS NO SMOKING SIGNS X MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN C'"y , V OK THIS DATE FOR CO NOT OK INS TED BY 001ADEII/CHRISJIWORD/LETTERS2001/FIREMARSHALiNSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY - r WILL111,M E. MONTG MERY JR. PE NEW, YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP QUEENSBURY,NEW YORK 12804 :. Phone: 518-792-4262 INDUSTRIAL Structural August 18,200-,, Renovation Pumps and Piping To: To,,Nrn o,Quet- sbury I?:.._°din(,s Department 761-8256 HVAC ,-t - _ 4 Energy I�Qy 1Zlli:{ f�tx ^�1l 1t fJ? ComplianceiiTitii3ii11, iNY COMERCIALBi tii'.: DIi;'id Hatin, Code r.n!tjrce!nmt Officer- 761-82�'5 RESIDENTIAL Building Codes - Energy Codes Re: Econo Lodge--Exit 13, 'Q'uee'P.sb arV,NY J Septic Design HVAC The plans Atached to this memo are the As-Built drawings which I beiicve are complete regarding any changes made during the construction of the Building. These are for your use during the C.O. inspection. I will be out of,the area on famii business until Prursday August 2511'. In t;e iTlcfln tlrle 1;'. you have any que;tions ;'ease c,ntact Peter-Brower. - It should be not�-3 th-A,*e have riot selected a Elevator Subcontractor but we plan on b3:Ang the touilidation for the unit comple e w;tli a deck completz with hand rails prio) to the opel o i r ig. The. truss that had a mewb r bioken d,Itung dLhyei'y has been n'-paii-etl to lily Szltl t !t.tu t:2, Peter Brown has th-1 dai.a rn his t,les }:la oii]:lug, return I';•rill ap1Jr.c,,e th-c VI*'_S;Crix,.`,.;V0 i'j)a;5 nd fbrw.—rd that detail to you. Re w111 also fvxnish.,:le liydraii{lc data for the fire-srippi(:Ssiovi syste'1It when lte ilclivers these plans. Upon my return.I will schedule a-meeting with you to review your inspection and-to furnish any details which you may need for your files. Sincerely yours-, �"il:tam E. 141oilrgome aC' 03741" �frfOF THE S1P�r`� '�'©4L. t'�k��t•�'l3u,t2.�-�i —_`at�.atj . _ C;'�t,�'t�..55 5�.�5�..�„ !�'� 12.SC�� I�ocsr -rt> g-KC it:' A. mxr.. �ci2F1u:,Cc �cTcsP twr►z.�`�s rnsz,�. '32o Sty�*� �a e>ot 3z4ms. -ro a+ac.aop- vtcx.-rs Gt�tl> A+�Gyai2 t3ot.Cs -4L t'Lcic. H WLti, �-.-�1 t�t3i.,_ ►�u-Ts :k c�cas1� � w 1 [i4PsZc�� �.�a c..s '�-l'�-�.. `L`�Ji''J C�LLcu.^ Q�rw .-5 --` q Y � l?4 A- Q�p'�ESStQpq ' ©3741% y0F 7'HE ST PS5' �c TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Mernarand' To: File 03 - 965 From: MJ Palmer Date: 8/30/2004 Re: Econo Lodge FM and DFM walk through this date: Systems are substantially done.Operation to be verified during CO inspection.One area that presented a.problem was brought to the attention of Mr.Bhatti.Where the FDC is located,the"area is completely surrounded-by a welded railing system,meaning that'firefighter would have to climb over and jump down into the pit.I&Bhatti agreed to make a gate in the end or side of the railing which will swing in to allow flf access to the FDC. TOWN OF QUEENSBURY COMMUNITY-DEVELOPMEW DEPARTMENT Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received- Queensbury Building& Code Enforcement Arrive: —a m ep in 74.2 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: nAA- 0 PERMIT LOCATION: > INSPECT ON: TYPE OF STRUCTURE Framing Y N. _N/A COMMENTS Jack Studs Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I �//(w) 16 gauge(8) 16D nails each side Xaft stopping 1,000 sq, ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X —Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5•.0 sf grade L:\Sueliemingway\Building.Codes.Inspection,FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ` ; r --a Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re est e ivied: Queensbury Building&Code Enforcement Arrive:' a p D part: <<.� am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: p a3 — PERMIT#: zbcz_ 9 LOCATION: INSPECT ON: :7 "TYPE OF STRUCTURE: Y N N/A i ti L chi 1C> %43 C�o> _ PVC: R-1,R-2,R-3,R-4 Drain 1 Vents Cast Iron,Copper Drain/Vent 1 Comm. Plumbing Vent/Vents in Place l'COI� Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents \_ Q 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial -%Copper,CPVC,Pex One&Two Family In$ulatiori/j Residential Check/Commercial Check Proper Vent Attic Vent �@znm ww Duct/Hot Water Piping Insulation r �> �&r—_ � \R ` If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly ��-� ...........� COMMENTS: L:1sueHemingway\Hui3ding.Codes.Inspection.FORMS\Rough Plumbing Insulation'Report.doc January 28,2003 b is Rough Plumbing Insula' tion Inspection Report 970 Office No. (518)761-8256 Date Inspection reques ce ed: Queensbury Building&Code Enforcement Arrive: pm 742 Bay Road, Queensbury,NY 12804 Inspectors U als: Inspection re ues ce q ed,pm D 3r s Is. a . NAME: PERMIT #: LOCATION: C)'V__k INSPECT ON: TYPE OF STRUCK'ORE: V� Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Ooper,CPVC,Pex One and Two-Family C V'Insulation/Residential Check/ Commercial Check�Xc' 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: L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November 1.7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)76 1-8256 , Date Inspection request e e Queensbury Building&Code Enforcement Arrive: a p e art: r � 742 Bay Road, Queensbury,-NY 12804 Inspector's Initi s: NAME: Q�ePERMIT #: A �_ a 3 LOCATION: INSPECT ON: _ E TYPE OF STRUCTURE: ' . . Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 l2..inch min.Drain Size Was,hing Machine Drain 2 inch min. Bead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Clear out every 100 feet/change of direction Water Supply Piping Cooper Commercial C er,CPVC,Pex One,and Two-Famil ^'`C - ulation/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: L:\SueHemingway\Building.Codes.lnspeciion.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 An Rough Plumbing l Insulation Ins citon -eport Office No. (518)761-8256 Date Inspection request r Queensbury Building&Code Enforcement Arrive:\�1?u e art pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia 9 , NAME: PERMIT #: 03- (o-s LOCATION:- I-Al i- NSPECT ON: / 2--r-) TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Was g Machine Drain 2 inch min. H d or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Su I Coer Cfo=e��CPVC.Pe -Family Water CPVC,Pex One and Two 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: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Rough Plumbing Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 4/0 am/pm. Depart: am/pm. 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: . NAME: PERMIT #: 03- ? 6-S LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping CUOopen Commercial Xcooper,CPVC,Pex One and Two-Family 4nsulation /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: L:\SucHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 • t '.. it : ` . ��" _. Rough.Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request Queensbury Building&Cade Enforcement Arrive: 742 Bay Road;.Queensbury,NY 12804 Inspector's Init NAME: ECe L>C7C - PERMIT #: e�.� % LOCATION: RU 1 VT't oo R 6-PQ INSPECT ON:-' -f yam— TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain[Vent/Comm_ :' Plumbing Vent/Vents in Place Rou Plumbin 7 Nail Plates, 1 % inch m'm' .Drain Size Washing Machine Brain 2 inch min. Head or Air Supply,,Test Drain'and Vents n_ 5 PSI or 10 feet above highest connection for 15 minutes. Cleanout eVery 100 feet/change of direction Water Supply Piping Cooper Commercial J1, Cooper,CPVC,Pex One and Two-Famil Insulation/Residential Check 1 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 toe ,.. COMMENTS: L:\Sueiiemingway\Building.Codes.lospection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 ' r Rough Plumbing / InsulAon Inspection Report Office No. (518) 761-8256 Date Inspection request r i d: Queensbury Building&Cade Enforcement 'Arrive: p e 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . r T NAME: n PERMIT #: 9 o LOCATION: INSPECT ON:� — — TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rou g ,Phimbin /Nail Plates 1 '/Z.inr'h`min. Drain Size Washing Machine Drain 2 inch min. Bead orAir Supply Test Drain,ana Vents 5 PSI or,10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction ater Supply Piping FIVCooper Commercial o er,CPVC,Pex:One and Two-Family sul lion ident' Che c Pro er ent,A ent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed propeLly/No duct tape 101 MENTS: L:\SueHemingway\Building.Codes.Inspection.FQRMS\Rough Plumbing Insulation keport.doc November 17,2003 Z � CKYD Rough Plumbing / Insulationt�,ection pbrt Office No. (518)761-8256 Date Inspection reque ceiv d: Queensbury Building&Code Enforcement Arrive:( °L� axn/ D art:- a 742 Bay Road,Queensburyy,NY 12804 Inspector's Initials: NAME: _ `C(_�.���C�� �- PERMIT#: A"' i b LOCATION: �ii\ �1 t\�ice: t� INSPECT ON: q TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain l Vents Cast Iron,Copper Drain/Vent 1 Comm. Plumbing Vent/Vents in Placed f Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family 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 COMMENTS: •L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing 1 IusulationInspectiontepot Office No:(518)761-8256 Date Inspection request re ed: r r p Queensbury Building&Code Enforcement` Arrive: am/ De 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME:C�^,O d PERMIT #: LOCATION: INSPECT ON: 141oV TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,It-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumb' t 1 Vents in Place jough Plum m /Nail Plates 10 a nun.Drain Size Washing Machine'Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water:Supply Piping :Cooper Commercial Cooper,CPVC,Pex One and Two-Family J,n-sulaitoyt4 Residential Check-/Commercial Check Proper Vent,Attic Vent ; Duct/Hot Water Piping Insulation ; If re aired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: '- . . cam - , ZD L:\SueHemingway\Buiiding.Codes.Inspeution.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request c ive fo U Queensbury Building&Code Enforcement. Arrive: p e ° '742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: PENT. LOCATION: - . INSPECT ON: 3 a TYPE OF STRUCTURE: Y N NIA PVC: R-1,R-2,Il 3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Pl t/Vents in Place u Plum bin 1 Nail Plat es I '/ inch min.`Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test -Drain andVents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial PVC,Pex One and.Two-Famil Insulation-lAsidential Check 1 Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation {i If required unheated spaces IVZCombustion Air Supply for Furnace LA J Duct work sealed propearlyI No duct tape CONIMNTS: � G L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Roort.doc November 17,24d3 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection request re e Queensbury Building&Code Enforcement Arrive: \7,,P0am/i' m e 742 Bay Road, Queensbyry,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: too—, TYPE OF STRUCTURE: 2 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % in min.Drain Size Was.Ag Machine Drain 2 inch nun. ad or AirSu ti xlj 1�G M and Vents _> W� V-�,- �� C> Of Drain koo 4&W10 feet above highest connection for 15 ndnutes Vea out every 100 feet/change of direction fW i 'ater Supply PTIRg—, Commercial Cooper, CPVC,Pex One and Two-Family 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: L:\SueHemingway\Building.Codes.Wpection.FORMS\Rough Plumbing Insulation Repoil.doc November l7,2003 q Foundation Inspection Report Office No, (5 18)761-8256 Date InspectioVequ cei Queensbury Building&Code Enforcement Arrive: 'Y J6, a Depart: am/p 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials NAME: ERMIT#: 0 LOCATION: 76n �--m 1:1-1-� INSPECT ON: TYPE OF STRUCTURE: T� Comments I Y N N/A C Po'o tin gs 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 of 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:\SueRemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date InspectibiV ue ec ived: _ Queensbury Building&Code Enforcement Arrive: IT)"),, art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME. LAWPERMIT #. LOCATION: 411L INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Bead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cgoper Commercial 0o er, CPVC,Pex One and Two-Family nsulation/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: L:\SueHemingway\Building.Codes.Inspection.FQRMS\Rough Plumbing Insulation Report.doc November l7,2003 Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request ei Queensbury Building&Code Enforcement Arrive` _am/ p z a p 742 Bay Road,Queensbury,NY 12804 inspector's Initials: _ NAME: �,- V)( PERMIT#: LOCATION: INSPECT ON: Z TYPE OF STRUCTURE: Y N N/A PVC:. R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent I Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates % Plead or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest -- Connection for 15 minutes Water u ply Piping Copper ercial o per,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Chec Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: I L:\SueHemingway\Building.Codes.Inspecdon.FORMS\R.ough Plumbing Insulation Report.doc January 28,2003 05/23/2004 '10:46 7458741 PETER BROWN GONSTRUG PAGE 01 ]Peter J Brown Coznstsuction Managemlent )Drafting Services • Project Management 318-7dS-7ff.'L 36 Sr e✓!U¢rsu fctx-74J-8741 �j'/QRs. ctj/.r, IZS�f -%56(1U FAX COVER PACE Date: Our Reference: please deliver the following pages, to Name: C '� ' _��iry ._� ►� � ic.t�:c . Firm City: ______ -----...--------•- Fax Number: Telephone Number: From: Total Number of Pages lnclu,ding Cover Page: If there is any imperfection in the lransmisslon, please c211 [MESSAGE: iLL tu43�— AC2: � �►� 2&z Ir WALL � �� SY Sr►�.�'�1"T'b C 16 �Ct tits(�ct15�@�;25� �L% 05/23/2004 10:46 7458741 PETER BROWN CONS,TRUC PAGE 03 PETER BROWN CONSTRUCTION MANAGEMENT 3 6 Gage Avenue Glens Falls;NY 12801 518-�745-7112 Fax 518-745-8741 May 21, 2004 To, Paul W.Wigger, CSHO 464-4338 OSHA US Department of Labor fax 464-4337, 401 New Kamer Road Albany,NY 12205 Eco.no Lodge' Aftab Bhatti, 793-3700 543 Aviation Rd. -Exit 19 1-87 cell 796-9898 Queensbury,NY 12804 fax 793-8678 Services Unlimited Derek Leo cell 361-0287 shop 793-7044 213 Maple St. Frank Leo cell 361-0286 home 793-6232 Glens Falls,NY 12801 fax *792-6235 *Fire Control Systems Inc.* Rick Boucher 747-2567 104 Reynolds Road fax 747-251,8 Fort Edward N.Y. 12828 *Niatrust Drywall Inc,* Cathy Morin 580-8887 28 Taylor-Rd. Ghislain Gagne fax 580-1886 Gansvoort,NY 12831 cell 376-0215 *G)F Reffigeration.&Heating Works LLC.* Brian Nelson 792-2220 475 Corinth Road fax 792-8999 QUeensbury,NY 12804 cell 361-0969 Re: U.S.Department of Labor—O.S.H.A. Site visit by Paul W.Wigger, CSHO: 5-20-04 9:30AM, This morning the jobsite was visited by Paul W. Wigger, CS140 with OSHA from the Albany office. -The astral *notes that a field representative of these firms were at the job and most of the supervisors-and employees,to my knowledge spoke with Mr. Wigger in private and as a group. 1. This was a routine OSHA visit and not prompted by any action,formal or no formal complaint by a current or former worker, employee of a contractor, citizen or other govermnent agency or agent etc. according to Mr. Wigger.- 2. No negative comments Were made regarding the exterior of the building or site. 3. No Willful, or Serious Violations were noted.; 05/23/2004 1.0:46 7458741 PETER BROWN CONSTRUE PAGE 04 4. Concerns which were mentioned are as follows. Mr. Wigger noted some of the below items and I mentioned others,many of which were discussed through out the walk. For clarib cation I have combined all thoughts including items noted by myself after the tour, so no item is forgotten. No time limit was mentioned by Mr.Wigger for any item,but I expect all items noted below will be completed no later than the end of today(Friday, May 21,2004)as specified in your individual contracts. A. North Entry Ramp. Should be two planks wide and two planks thick with hand rails. The West Entry ramp is ok but needs to be neatened up. B. Bloc area-on East Side of Bld. -temporary hand rails must be.extended to within 12"of edge of concrete wall at building above. Stairs down neatened up. Note rail should be 42"above the out side grade and relatively level. C. The exterior guards on the South Entry must be put in level at 42"above finished floor and an intermediate guard rail at the mid point between the top rail and floor below. D. bland rails temps.must be installed on one side of each set of stairs. some are in, some are missing and some do not follow the slope of the stairs. These should also be set to the proper slope at 42"and extend somewhat above and below the last step. E. The two Basement windows should have guards even�though the drop from ground to the floor below is 2' plus or minus. Derek We need the headers installed in these windows also soon. F. The dead or weak trees will be removed from the site as soon as the site work equipment is back on the job. (two trees on the East Side) The piles of wood and misc. demolition materials which were on site prior to new construction will be removed also, Please pick up all pile of wood'an.d,.debris on all sides of the property. G. Underground.Facilities Protective Organization PJB #31086 1-800-962-7962 U.F,P.O 1-05-04 9.11. AM lief;# 01054-028-009 - PJB 5-21-04 1:50 PM Ref.-# 06214-066-010 PJB UFPO has been called today for location of utilities for work this spring. All utilities will be located on Tuesday so sitework can begin on Wednesday. H. The pool windows and door must be railed for proper protection. Sound board can be used in this case to cover from the floor to 4'-0"above including the door area. This should be done on the Hallway side so it can be left permanently in place after the windows and doors have been installed. 05/23/2004 10:46 7458741 PETER BROWN CONSTRUC PAGE 05 I. a. The Electrical outlets on the Second Floor were not Ground Fault Type. The lower level receptacles are on G.F.I. circuits with G.F.I. Breakers which are located in a new electrical panel located on the North basement wall. This panel and interior wiring will become permanent upon disconnecting the temporary service and connecting to the new power supply or MDP. All temporary wiring is in conduit underground from the existing building to the new building. b. The new building is enclosed with building paper on the sidewalls, asphalt shingle roof and a layer of snow and ice shield-in place above where the metal roofing is scheduled to be installed. 0. The first and second floors have the exterior windows in place and the balance of the fITSt and second are dry with dry wall being stored and being hung. we agree that a small portion of the basement floor is wet and would always consider a basement surrounded with concrete to be a wet location irregardless of water being present or not. d. Mr. Wigger believed that the code stated that construction site power dry or wet conditions required all outlets to be protected with ground fault circuits. I do not interpret the code the same way. el J shall refer to section 1926.405. (ii)General requirements for temporary wiring. Every section of this portion of the code has been met including, (2) Receptacles, cord connectors and at attachment plugs (caps). ere, and(ii)Damp and wet,locations. As noted above the basement area which both Mr. Wigger&I consider to be a wet location is 100% serviced'with G.F.I.receptacles. The balance of the building is dry and effectively enclosed should not be considered a wet location.and is'therefore not required to any special ground fault equipment. .r. All rough wiring on the second floor has been inspected and certified and the receptacles being discussed are acceptable for complete enclosure with drywall. These receptacles are not required to be G.F.I type for a finial approval. 9. For the sake of argument the breakers were-changed to G.F.I. breakers before noon on the day of the inspection. J. It should also be noted that all other electrical iterns including tool connections, temporary power cords, lighting etc. were in good working ord6r resulting in no Negative comment. K. Two areas of concern were brough to my,attention regarding the insulation crew. . a. The workers were apparently not using breathing masks. Mr. Wigger spoke with the foreman and the situation was resolved. I observed the crew using masks,later in the afternoon that day. 05/23/2004 10:46• 7458741 PETER BROWN CONSTRUC PAGE 06 b. A large amount of insulation and misc. wrappers were in the 2°d floor hallway. After watching the procedure it should be noted that the crew was placing plastic wrap from the insulation on the floor flat and throwing the scraps on this pile. Once the pile was maximized the wraps were seized and enclosed the pile as a unit. Each unit was stored until the refuse truck arrived to dispose of this and other debris, L. Regarding the Owners and Construction Managers positions on Safety issues. a. Any observed or obvious use of Drags or, Alcohol by any worker or member of a firm will be asked to leave the premises immediately, If they appear to wish to drive, or appear to be a danger to them selves or any others,the owner and or C.M. or any other responsible party will report the incident immediately through 911 so that proper trained public authorities can deal with the situation. b, The owner and or.the C.M. are not Safety or Construction specialists and if a safety issue comes to our attention we will immediately bring our concerns to the contractor's attention. It is the contractors decision to and how or if it is even necessary to consider our concern. c., It should be understood that this is a multi-prime contractor project where several trades are working at one time. The Owner has individual contracts with several prince contractors in numerous area of expertise. There is no General Contractor as such. The individual contractor is required to educate their employees per the individual contractor's specialist field in all facets of the trade including safety. Each prime contractor is responsible for their own equipment safety training,trade training,debris pickup and disposal, 1 d. The owner is responsible for providing sanitary facilities,snow removal and after the building is enclosed,power for hand tools and lighting I believe this a comprehensive review of our meeting explaining some of the conditions of our concerns, At the time of our meeting,as you are aware,I had personal concerns which did not allow full attention on my part to our meeting. Hopefully this will clarify my thoughts. I did check the jobsite this morning and found all items noted above have been corrected. In retrospect,I believe you would agree that the project from strictly an O.S.H.A perspective would be considered in very good shape for a building of this size,time of year and the number of trades working on the facility. I look forward to your comments and summation report in the very near future. r' Sincerely yours; Peter J. Brown file; Econo Lodge OSHA Site Visit 5-20-04 ,V SD ATELIER. QJ A R C H I T E C T U R-E,L.L.C. .3 / 384 Broadway,Suite 1: Saratoga Springs,NY. 12866 v 518.587.3385 ph:/fax sdateiier@cs.com / sdateiter.com Town of Queensbury Aft: David Hatin Director of Building and Code.Enforcement 742 Bay Road Queensbury, New York 12804-5902 RE: New Hotel—Econo-Lodge inn on Aviation Road Architect's project number 2003-20 Dear David; To--insure-you,are aware of my sub-consultants and my concerns for the above noted project, I am enclosing a copy of a letter,which was mailed to both the client and the Construction Manager- Peter Brown. This"letter,too will insure that we are not held liable for issue as relevant to the Building Code-of New York -2003; specifically in Chapter 1. Thank you for your acknowledgement of this. Respectfully; Donald Davis Jr. Susan L. Davis i SD Atelier-Architecture 05/23/2004 10:46 7458741 PETER BROWN CONSTRUC PAGE 02 UIAMUST RYWALL WSULATION*Mr;TAL MWINr.-ACOUSTICAL CEIUMM 20 TAYLOR ROAM.GAMSUVOORT,NY 12651 PHOT4E-.%I e1)5QQaSe7FAX!(5 I B)MO-188t; FAx TRANSMITTAL GATE: 5/21/04 No, 01v PAGSS 3--, . TO: PETER BRoWN,CONSTRUCTION MANAGER N: ACCOUNT MjESSAGV' Peter, . The present Is to recap our discussion-please call immediately If you note omissions or misunderstandings. As discussed we Will proceed with ire taping behind the tub areas to permit installation of tubs. I spoke to Ghislain Aind he.has 6 hangers ready to start Mondayg� and tapers will be starting WednesdayMnsidering that soffits are completed and ready to tape. Soffit will be framed and covered with drywall by others. Bathrooms will be hung and taped when ready. Q�) Please advise us of insulation and soondboard dc-Onvery for 1at floor so that we can schedule insulators. Installation on 18'11oor Is as follows- Coiling—insulation -soundboard:;�all -------- -Between Rooms—soundboard --matftw4nel iX insulation}drywall Hallways-sou.ndboard-drywall Please call If you have questions or comments, Cathy .�14 Td WdSID-Zg VOW TZ 'F'RW 'ON XU.J "I"MANG iSMIUIN: WOE TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: File 03-965 From: MJ Palmer Date: 5/21/2004 Re: Econo Lodge DFM walked thru site this date. Sprinkler piping is substantially in place. There is no evidence of heads or a riser at this time. Further, it appears that the fire alarm contractor has installed all junction boxes for attaching devices and begun running wiring. 3 Q TOWN OF QUEENSSURY COMMUNITY DEVELOPMENT DEPARTMENT e I ik Rough Plumbing / Insulation Inspection eport Office No. (518)761-8256 Date Inspection reques r ved• / Queensbury Building&Code Enforcelnent Arrive: art: _alyll —J 742 Bay Road, Queensbury,NY 12804 Inspect is Initi NAME: ;,. PERMIT #: o x 3 LOCATION: `�� INSPECT ON: C; Q :-- TYPE OF STRUCTURE: y� � .- : Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing I Nail Plates I % inch min. Drain Size Washin Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet 1 change of direction Water Supply in PPY Piping r1 � Cooper Commercial °_ CPVC,Pex One and Two-Fa lato$1 esidential Check/ Commercial Check �.� Pra er Vent,Attic Vent Duct/Hot Water Piping Insulation If re aired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 We� A-Al . Framing/Firestopping Inspection Report Office No. (518)761-8256 Date lnspAction re est e vei� a '!D� Queensbury,Building&Code Enforcement Arrive: 0 e ft: ara/bm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: 2-0 co LOCATION: A INSPECT ON: 5-1/9 L', I/ d TYPE OF STRUCTURE: Y. N NIA Framing COMMENTS Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall -,-i-,3 hourj� Fire wall.2, 3,4 hour Firestopping V Penetration scaled Y—C,K- 16 inch insulation in cavity min, Garage Fire Separation House side V?inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above below grade 5.0 sf grade L:\Suellemingway\Building.Codes.Inspection.FORMS\FramingFirestopphlglnspecti6nReport.doc January 28,2003 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection request r d: Queensbury Building&Code Enforcement Arrive: t) �' D 742 Bay Road, Queensbury,NY 12804 Inspector's it �` NAME: — PERMIT #: 0'� LOCATION: INSPECT ON: —� TYPE OF STRUCTURE: Y N N/A PV , -2,R-3,R-4 Drain/Vents ,. ast ron, Copper Drain/Vent/Co Plembing Vent/Vents in Place 1"Nough Plumbing/Nail Plates 1 % inch min.Drain Size —� Wash!gg Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Wa Pi in Co Commercial Coa er.CP , ex One and Two-Family 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: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repott.doc November l7,2003 Rough Plumbing / Insulation Inspectio Report Office No. (518) 761-8256 Date Inspection request re ve : 0 Queensbury Building&Code Enforcement Arrive: O� art: r a^ _______... 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: isl. INSPECT ON: TYPE OF STRUCTURE: (/ Y N N/A �P�VSCR1,R-2,R-3,R-4 Drain/Vents t Iron, Copper Drain/Vent/Comm. Vents in Place _ >ERIu °Nail Plates vve- N, V 1 1�2 ine min.Drain Size Washin ne ra ch min. rr7" S pbly Test_--2 t I1r�in and�.Vents - 5`PSI or f0 fe tgabove h' st minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Famil 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: '� h� C=Lo�� � �� �l,�C Z. '-� J } -22i 2,4/ 7,il y L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003 Rough Plumbing /.Insulation Inspection Report Office No. {5 Date Inspection request received: 1`� Queensbury Building&Code Enforcement Arrive: am/pm Depart: � 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: - LOCATION: �� INSPECT ON: Q TYPE OF STRUCTURE: , — Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents - 5 PSI or 10 feet above highest connection for 15 ndnutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial r ' er,CPVC,Pex One and Two-Famil sulatio /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: L:1SueHemingway\Building.Codes.Inspeotion.FORMSIRough Plumbing Insulation Report.doe November 17,2003 Ftamsng I Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3,0 am/pm Depart: am/pm. 742 Bay Road,Queensbury,NY* 1.2804 Inspector's Initials: NAME: PERMIT#: "LOCATION: N\3�cx INSPECT ON: TYPE OF STRUCTURE: Y N N1A _ CON MENI'S Framing Jack Studs/Headers ' Bracing/Bridging Joist hangers -Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. &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($) 16D nails each side Draft stopping 1,000 sq. ft._floor trusses Anchor Bolts 6 ft.or less on center Ice a snow shield 24 inches from wall e separation 1,2,3 hour l� Fire wall 2,3,4 hour Firestopping t �?e Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 518 inch Type X „ Ceiling/wall Windows HabitableSpace/Bedrooms 24 in. (H) 20 in.-(V ) 5.7 sf above I below grade 5.0 sf grade L:\Sues-Temingway\13uilding.Codes.lnspection.FORaYIS\Framing Firestopping Inspecdon Report.doc January 2.8,,2003 05/23/2004 10:46 7458741 PETER BROWN CONSTFKJC ` PAGE 08 05/23/2004 10:46 7458741 PETER BROWN CONSTRUC PAGE 09 u i. tit 4A OL l�J r *owes FVt o7s kp 'ATr V kfElt CL go 8 DRI,11 PIT FLIN if C4 4.4 140 C-1 4-j" li� 1. rf.►• !'� I j' '.. Iwo . •s• is I �,17' -.•... I' L,-,_ 1 p7 «iYu\�' �r• �.i I�,x�..� ♦J' +�M 1 - =-�'=�=sec_•-�-� KO 4 �t ' _a let Cu i q-/ ....,!' ***a A -I..•'; ...'c,\i _ •#Y%• i•#• ► r t r • �._-.,, ..ss I # �i -'x-.__ � •I--�._�., :,--....:fir-.•t^ t I � •L�I.;y� � V �� 4� 17 `•��J1�:31�f}]j�' t�'��I.J'�r�••'"-'J�«+..,', r I G� Ir 1p � i ro Yr CY J5 IC' ,�, -^---55'-O'--•—• - .,..._ r.3._._.._.r I �r_�•—._.._.,.� I:i-d Uf•-�• �•o V2 T__---- 5 U2, 0T 3E)VJ onNi5N0D NMOag N313d TbZB9bl. 9t,:0T POOZ166190 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reque ce' 9�: Queensbury Building&Code Enforcement Arrive: p e y a m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Init' 1 _ NAME: �5��_� .�C��c_ � PERMIT#: Q LOCATION: 1��i l� _ Q � INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 46 Jack Studs/Headers Bracing/Bridging V/1 Joist hangers �5� Jack Posts/Main Beams Exterior sheeting nailed properly -- � � " VAy1 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft,or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall -71 Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Firestoppin' g Inspection Report CJ Off-ice No. (518) 761-8256 E)ate, Inspection reque, eceiy-e-d: Quecnsbury Building &-- Code Enforcement Axri-.-e: - a P � art: vz.�- a prn. 742 Bay Road, Queensbury, TTY 12804 Inspector's lin�iti NAME: 3-,C\ PERjVII-F #: I-OC-A-rlOT-T: INSPECT C)I*-,T: -r'Y'P]F- OF SFP-TUC-rUR1E: 3,- CC>mm1E1Nq7rS wing Jack S eaders ,�a-�inidgfng ngers Jack Posts / Main Beams Exterior sheeting nailed properly 12" O.C. k!&. I-leadroorn. 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in- Wotches / Holes /Bearing Walls -7;7 Metal Strapping for Notches Top Plate 16 N; 4 "A N—\ I V. (W) 16 gauge (8) 161>nails each side % %-, nraft stopping 1,000 sq. ft. floor trusses VZZN Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour /Fire wall-2,---3 4-hour tJ Firestopping --"-D Penetration scaled 16 inch insulation in cavity min. Garagc Fire Separation House side V2 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 1-:\SueHerning%vay\]Building.Codes.Inspectioii.FOT;t-1\4S\FramingFirestapping Inspection Pteport.doc January 29,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re .0 r c ' e : Queensbury Building&Code Enforcement Arrive: art: ,_ 742 Bay Road, Queerisbury,NY 12804 Inspector's Initia sv NAME: PERMIT#: & LOCATION: ::q, R� INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS - Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 f2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor s II ft. or less on center and snow shield 24 inches from wall Fire separation 1,2, 3 hour R ' Fire wall.2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date inspection requ r ceive Queensbury Building&Code Enforcement Arrive: a pm D a Date requ a r ce'e pm ve e a m pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: e— Gn� MIT C NAME: PERMIT#: 70 n_;;—9 INSPECT CT ON. LOCATION: V�LA'.2, j)\3 INSPECT ON: TYPE OF STRUCTURE: Y N 'N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams AA A I QL15T IN 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 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/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 I below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\FramingFirestoppiilglnspecdonReport.doc January 28,2003 ;: 044 2,5f 2004 07:12 7468741 PETER BROWN CONBTRUC PAGE 01 ? a PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue " Glens Falls,NY 12801-2935 745-7112 fax 745-8741 cell_796-5600 April 25, 2004 To: Town of Queensbury Buildings Department 761-8256 742 Bay Road fax 745-4437 Queensbury,NY 12804-5902 Att: John O'Brien, Code Enforcement Officer 761-8255 Re: Econo Lodge—Exit 18, Queensbury,NY Today the two layers of Ice and Snow shield were installed ozi.the North eaves of the building. We sent the crew home because of the`°Queetisbury rule"that the,building department must see the snow and Ice shield in place. Obviously the weather is a factor and we will have to delay the drywall in this section of the building as well as installation of the stairs, I am requesting that this be h ispected as'soon as possible Monday so we can proceed as soon as the rains cease. . Sincerely yours; Peter J.Brown Fax Copies; Econo Lodge Aftab"Sam"Bhatti, Owner. 793-3700 543 Aviation Rd. Exit 19 I-87 fax 793-8678 Queensbury,NY 12804 cell 796-9898 William E. Montgomery Jr.T.E. 792-4262 104 Hartman Loop, Queensbury,-NY 12804 Strenkowski.Accociates"PC Ray Strenkowski P.E. 793-7791 11 West Notre Dame St. Joan Aude' tte fax 793-7798 Glens Falls,NY 12801 S. D. ATELIER - Dori Davis R.A. 587-3385 384 Broadway, Suite 1 'Todd Howard fax Saratoga Springs,NY 12866 Gabriela Hanus cell 32.1-4954 Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re st r ceiv Queensbury Building&Code Enforcement Arrive: m/pm e a 742 Bay Road, Queensbury,NY 12804 Inspector's Init NAME: I�!�, PERMIT#: LOCATION: RED ep INSPECT ON:' TYPE OF STRUCTURE: Framing Y N N/A C®NIIYIENTS . Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall ". -- '� � Fire separation 1,2, 3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '[/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Framing/Firestopping Inspection A Office No. (5 18)761-82 5 6 Date Inspection r quest c ed- Queensbury Building&Code Enforcement Arrive: m/prp D rt !iE/�A�aim 742 Bay Road,Queensbury,NY 112804 Inspector's Initials: NAME: 1,C)D PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �N;,�s 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. x- Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch 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 U\Suel-lerningway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 29,2003 TOWN OF QUEENSBURY 742 Bay Road, Queensbury,W 12804-5902 518-761-8201 April 14, 2004 Peter Brown 36 Gage Avenue Glens Falls,NY 12801 Dear Peter: I have review the preliminary plans for the proposed changes to the basement area of the Econo Lodge currently under construction. As we discussed you are required to provide a rated corridor thru this basement area to the exit stairwells at either end-of the basement. As of a part of that % hour rated basement corridor-you must provide % hour fire rated doors on all openings leading to other spaces from that corridor. You also must provide exit lights and emergency lights as required by the code. &J fej v,,J); se",J44. 1c, I ask that you submit a revised plan showing all of the above as soon as possible for review by this office and the.Fire Marshal's office. Also during our sight inspection there was a question about the draft stopping in the floor. truss area. Section 716-3 draft stopping in floors,requires that draft stopping be provided above each separation wall between' each sleeping unit or that the entire building be sprinkler to avoid this requirement. I also read the commentary regarding the building code and it seems to indicate that every separation between each sleeping room will be. required to be fire stopped between the top'of the wall and underside of the floor system above at each sleeping unit. Our original discussion centered around 1000 sq ft, however this is not what the code states and it is specific to groups Rl, R2, R3 and R4. The specific occupancy we are dealing with is a group Rl. The 1000 square feet would apply to the basement floor trusses, as this space is not used for sleeping rooms. "HOME OF NATURAL BEAUTY . .' . A GOOD PLACE TO LIVE" SETTLED 1763 I ask that you either provide a detail or provide us documentation on.how you would deal with the fire stops above each division wall between each sleeping unit. As always if you have any questions please don't hesitate to contact me: Sincerely, Town of Queensbury David Hatin,Director Building&Codes Enforcement Cc: Sam DHlsk 1/0- S4,1 1,r/- s1C'vla2r# :A, z Klyi7"` �p/�' 7'- Jn 40*70#'OL CS J 4. ✓J pG��/L y�• �y/" „�t,,��"7'p�^fi�6+„ �^-177✓..'!'C'� upt 4h d'Y.1[:1='N` Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection re e re eiv Queensbury Building&Code Enforcement Arrive: -" art:13�am 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi I NAME: PERMIT#: LOCATION: to&-) 90FIV) INSPECT ON: LA — TYPE OF STRUCTURE: Y N '.-N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly I V� k 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 6 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5,7 sf above below grade 5.0 sf grade L:\SueHemingway\Building.Codes,fnspection.FORMS\Framing Firestopping Inspection RepoTt.doc January 28,2003 SD ATELIER ARCHITECTURE,�:L:C." 384 Broadway,Suite 1. Saratoga Springs,NY.,12866 518.587:3385 ph./fax sdatelier@cs.com April 5; 2004 Aft: Peter Brown Peter Brown'Constructioh:Management: ., 36 Gage Avenue` , Glens Falls, New York 12801 Re;-1?roject-Changes- V Dear Peter, I am writing this letter to clarify'a topic we have discussed numerous times;that of changes-to-the"Project scope"-Project Manual..l would like to request and note'that changes made to the,Basement and first floor windows—along with other,items to the building./,project work scope have not been approved by. ' either I nor my Engineering sub-consultants. It is important.to ren e'ffiber that the"work scope"=.Project Manual=reflects design/drawing and specifications,which we have verified in the submission of that Project Manual to the building department. --under our license and'New York'State registration; compliant to the New York State Building Code and satisfactory to the-requirements as agreed to with the,-Town of Queensbury Zohirig/Planning Boards: Therefore, changes made 7that are not reflected in the building department's—:Project manual submission'(set)- are not the responsibility nor liability of the Architect and their sub-consultants. Thank-you for your attention to these issues. Respectfully; „ Donald Davis Jr. Susan L. Davis - SQ Atelier-Architecture CC Excel'Engineering -Sam bhatti Owner STATE OF NIEW -YORKI - .-� - - DEPARTMEN T OF HEALTH ' Glens Fails District Office 77 Mohican Street Glens Falls NY 12841 (518)793-3893 Fax(518)793-4427 Antonia C. Novello, M.D., M.P.H., Dr.P.H. Dennis P.Whalen Commissioner Executive Deputy Commissioner March 26, 2004 Peter Brown - 36 Gage Ave.- Glens Falls, NY 12801 , Re: Proposed Expansion Eeono Lodge (T) Queensbury, Warren County Facility Code# 56-6947 Dear Mr. Brown, I have reviewed the plan submitted for the expansion at the above facility. The local code enforcement office will be the lead agency to ensure the building meets the NYS building code. We will need a copy of their Certificate of Occupancy, when issued, for our records. There was.no:plan included fora swimming pool-at,.;thisjocation. Please be advised that a plan must.-be submitted,for our review and approval, before any construction begins'on' the pool. You are advised against the construction or operation of a swimming pool at this location without written approval from this Department: If you have any.questions., please call. Sincerely, Joseph Curatolo Principal Sanitarian Cc: Anita Gabalski, District Director John.Woodhouse, Sanitarian : ;i A-ft hattL 543,Aviation Road, Queensbury, NY 12804 iC'a e7 t- innent ffice, (T) Queensbury r Foundation Inspection Report Office No.(518)761-8256 Date Inspectio5ye (test re el Queensbury Building&Code Enforcement Arrive: /Cki a MI 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: #: -91 LOCATION:S5� SPELT 01�� TYPE OF �RUCT 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 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 of for wet areas under slab BaG roval VXmbing Under Slab VCR-/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHeningway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 ./c , ' A Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st r ceived Queensbury Building&Code Enforcement Arrive: pm part: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia — NAME: �~r 1"'`, L} Q�t _ PERMIT#: "` t LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commen s 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 site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width = . 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reque rece* Queensbury Building-&Code Enforcement Arrive: a P Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: ERMIT#: 7_ff-��7ALD LOCATION: �Cj—1,c,)t3 AT) INSPECT ON: Z--LA —D\A- TYPE OF STRUCTURE: 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 site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing C) P,7 6 mil of for wet areas under slab q Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundaflon Inspection Report doc January 28,2003 V7 Foundation Inspection Report Office No. (5 1'8)761-825 6 Date Inspection re e ei d/ Queensbury Building&Code Enforcement Arrive: Ziplz�r Depart: p 742 Bay Rd., Queensbury,NY 12804 Inspector's itic;,�—" NAME: RMIT#: 2- In LOCATION: rS:PECT6N: TYPE OF STRUCTURE: Comme 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 site. Foundation/Wallpour Reinforcement in Place 0i V'Foundation Dampproofing Foundation/Waterproofing Type of Danipproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wit 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:\SLicHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection re es re 1 6d: f) nin Queensbury Building&Code Enforcement Arrive: Depart: in p p 742 Day Rd., Queensbuly,NY 12804 Inspector's Initials: NAME: ar)c,"D P RMIT#: C) 3 0 LOCATION: SPECT ON: TYPE OF STRUCTI JR 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 oft concrete. Vierials for this purpose on site. F indation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Rispedio re u ec v Queensbury Building&Code Enforcement Arrive: Depart: eciion requ am 742 Bay Rd., Queensbuiy,NY 12804 InspectoYr'soInitials:-' NAME: h)� GN?, PERMIT#: LOCATION: (j INSPECT,ON: TYPE OF STRUCTURE:' Comments Footings Y N N/A ip, Piers Monolithic Slab Reinforcement in Place The contractor is responsible,for providing protection from freezing for 48 hours following the placement of the concrete. ��eals for this put pose on site. Ve6ndation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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. -.:\SucHomingway\Building.Codes.luspection.FORMS\roundation Inspection Report,doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ t iv Queensbury Building&Code Enforcement Arrive: a pin Depart: 742 Bay Rd., Queen�sbury,NY 12804 Inspector's Initials NAME: .P IT#: 03 LOCATION: INSPECT ON: TYPE OF STRUCITUP: QLQA9--� Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place V 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 of 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;\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ Queensbury Building&Code Enforcement Arrive: tO a p !d: Depart: a742 BayRd., Queensbury,NY 12804 Inspector's Initia NAME: ERMU LOCATION: INSPECT ON: _ TYPE OF STRUCT RE: � 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. erials for this purpose on site. Fo6dation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Iteport.doc January 28,2003 PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls, NY 12801 518-745-7112 Fax 518-745-8741 Cell 518-796-5600 Econolodge Expansion — 2004 — Site Electrical Review Meeting: January 26, 2004 9:30 AM Econo Lodge Room, 125 Econo Lodge Aftab "Sam" Bhatti, Owner 793-3700 543 Aviation Rd. Exit 19 1-87 fax 793-8678 Queensbury,NY 12804 cell 796-9898 Peter Brown, Construction Manager Office 745-7112 36 Gage Ave. fax 745-8741 Glens Falls,N.Y. 12801-2935 mobile 796-5600 Excel Engineering P.C. Paul Rossello P.E. Electrical 464-0412 29 British American Boulevard Jim Dahl P.E. Mechanical fax 464-0834,: Albany,NY 12205 S. D. ATELIER Don Davis A.I.A. 587-3385 384 Broadway, Suite I fax Saratoga Springs,NY 12866 cell 321-4954 Niagara Mohawk - National Grid Co. 636 Quaker Rd. J. Larry Morrissey, Planner 761-5909 Glens Falls,NY 12801-2027 fax 761-5999 Niagara Mohawk- National Grid Co. 636 Quaker Rd. Joe Pallone, Customer Service Rep. 761-5903 Glens Falls,NY 12801-2027 fax 471-7712 I. Existing Econo Lodge has 17 meters and 3 service drops from NIMO. This is expensive and does not comply with industry standards or regulations. A discussion exploring all options was summed up per the next paragraph—2.. 2. NIMO will review the preferred method of installing two separated transformers, one serving the existing Econo Lodge and the second transformer serving the proposed 2004 addition which is under construction. These transformers* will be installed near the old Aviation Rd. R.OW. at the South East and South West comers of the property. 3. Paul Rossello P.E. will review the existing building and recommend the consolidation of electrical services to one meter, one service for the existing building and proposed new office which will be where the existing one is at the present. 4. Peter Brown will furnish Site Plans* and Revised Plans for the proposed Basement Area along with existing Architectural Drawings, E-00, E-01,E-04, E-05, E-06, C-1, C-2, & C-4, to NIMO and hand deliver this memo and plans to the Quaker Rd. complex. 5. Peter Brown will mail Site Plans* and Revised Plans for the proposed Basement Area to Paul Rossello P.E., Jim Dahl P.E. and Don Davis R.A., • The Site plan was furnished by Vandusen and Steves L.S.to Peter Brown 1-27-04 which included all property lines and building off sets for the front two parcels. I have identified the parcel which includes the existing Econo lodge as Parcel A, 0.89 acres. Parcel B, is where I have overlaid the proposed motel which has 0.83 acres. Parcel C in the back parcel which also owned by Aftab S. Bhatti. I have also identified the utility pole numbers and located roughly the hydrant and pole#NM-8. cc; VanDusen& Steves Land Surveyors PC, Aft: Matt Steves 792-8474 169 Haviland Rd. fax 792-8511 Queensbury,NY 12804 Jarrett-Martin Engineers, PLC. Aft: Ken Martin P.E.. 792-2907 12 East Washington St. fax 798-1864 Glens Falls,NY 12801 Note: Aft: : Ken Martin P.E.. Most of the changes in this drawing were discussed at our last meeting. Since that time we have switched to 16"deep wood truss floor joist from 14"TH floor hoists. With this change, we will have to have the headers redesigned for the exterior and interior openings. We will also need steel lintels designed for exterior openings for the masonary block which will begin at the top of the foundation Elev. 100.40 Services Unlimited Derek Leo 361-0287 Shop 793-7044 213 Maple St. Frank Leo cell 361-0286 home 793-6232 Glens Falls, NY 12801 Fax 792-6235 Foundation Inspection Report (� �r ill PP/� Office No.(518)761-8256 Date Inspection equest received: '`ra Queensbury Building&Code Enforcement Arrive: m/pm Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: 6-1 - , 6 �--9- 61DNAME: �'' C.-�r-�c �d4'c�3� PERMIT#: .) \ LOCATION: INSPECT ON: -TIA'e6. TYPE OF STRUCTURE: Comments i �. ---- Y - N N/A Footings Piers ? f Monolithic Slab Reinforcement in Place t1 t 7I'71 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this p ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproof mg/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior . R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 29,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Ins'pection s ec Queensbury Building .&-- Code B-nforcernent .Arrive: = ]Depart: 742 ]Bay ad.. Queensbury, 14)L' 12804 Inspector's Initia INTSPHC-17 ON: er�-- -rYPF- OF s-rpujcTruR-u: com-ments V T11AT NIA Footin s. 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 pjxMose on site. Foundation /Wallpour Reinforcement in Place Foundation IDampproofing Foundation / Waterproofing Type of 1:)axnpproof-ing ! Waterproofing Footing]Drain Daylight or Sump. :Footing ]Drain Stone: 12 inch width • inches above footing • mil al for wet areas under slab ]Bacicfi-ll Approval Plumbing Under Slab PVC / Cast/ Copper Foundation Insulation Interior/ 1---xterior P,ough Grade 6 inch drop within 10 I,:\SucHeming-way\13uilding.Codes.Inspection.FOI:Z-MS\F-oundation Inspection Report doeJanuary 28,2003 r i PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls, NY 12801 518-745-71 12 Fax 518-745-8741 January 9,2004 To: Jarrett-Martin Engineers, PLLC. 792-2907 12 East Washington St. fax 798-1864 Glens Falls,NY 12801 Att: Ken Martin P.E. Re: Econo Lodge - Footing and Foundation Bidding Documents - Revisions Econo Lodge Aftab"Sam" Bhatti, Owner 793-3700 543 Aviation Rd. Exit 19 1-87 fax 793-8678 Queensbury,NY 12804 Home 793-4302 cell 796-9898 This is a revised edition of my original memo to you which reflects the changes agreed upon in our meeting this afternoon. I have listed all the concrete items as you are aware so Concrete Contractors can use this format in estimating for a proposal. Attached are several details and copies of your drawings which reflect some minor changes due mainly to the winter season to expedite construction. Some changes were required for construction and long term maintenance requirements and potential liability issues. Two examples of this are; 1. To facilitate construction of the pool area requiring the building to be backfilled along the East wall. 2. To facilitate installation and maintenance of the equiptment designed for the Mechanical Room. At this time, I am only addressing the basement area and the Concrete Contractors related items. 1. Dwg. A—O shows a 2'-0"wide x 1'-0"thick concrete footing. This will be changed to a 3'-0"wide x IV'thick footing with 3 -# 5 bars continuous and 2'-6"#4 bars at 4 ft. on center crossing the footing all at 4" above the base of the footing. The footing will include(wet set) straight # 5 bars 2'-6" long at 2' on center w/ 10" set in the footing. The total length of these footing is 400 lin. ft.. 2. Dwg. A—O notes; 1, 4, & 7 and the plan show and describe individual column footers and a hauriched slab level with the main concrete slab. Below the walls and columns will now be a 3'-0"wide x IV'thick footing with 3 -# 5 bars continuous and 2'-6"#4 bars at 4 ft. on center crossing the footing all at 4" above the base of the footing. This footing will extend from footing to footing South to North including the pool wall a 36'-0" section along the corridor. This section will also include(wet set) straight # 5 bars 2'-6"long at 2' on center w/ 10"set in the footing. The total length of these footings will be 292 lin. ft.. a 3. Two strip footings 1'-4"wide and 8"deep will run from the ends of the East side of the building continuing East from the.expanded Mechanical Room 8'-8" with a 3'-4" footing between to form a service stair well to the Mechanical room. These retaining wall footings are shown in the attached sketch. These footings will have 2 ea. #4 bars continuous with 1'-6"# 4 bars at 4 ft. on center crossing the footing all at 3" above the base of the footing. This section will also include (wet set) straight #4 bars 2'-6"long at 2' on center w/7" set in the footing. 4. Two strip footings 1'-4"wide and 8"deep will run below the two 23'-6" 8" concrete walls on the South end and North end of the pool. These footings will have 2 ea. #4 bars continuous with and l'-6"#4 bars at 4 ft. on center crossing the footing all at 3" above the base of the footing. This section will also include (wet set) straight #4 bars 2'-6" long at 2' on center w/7" set in the footing. 5. The 4 ea. 4'-0" square x l'-0"thick footings for the Canopy piers will be poured as shown but will include straight 2'-0" long#5 bars (wet set) in place of the hooked reinforcing bars. Notes; All vertical exposed reinforcing rods will be protected per O.S.H.A. requirements for the duration of the exposed ends. Concrete shall be 3,500 psi and installed as approved for the conditions at the time. Heated water, and other additives will be added or used as approved at the time of the pour. Concrete brick can be substituted for metal chairs. It is the Concrete Contractor to keep the trenches and floor area subgrade and freshly poured concrete free of frost. R-6 concrete blankets have been provided by the Excavating Contractor for general use until the slabs are poured and they are no longer required for frost protection. We are discussing with the owner the possibility of renting a ground heating system until the interior slab is in place minimizing the chances of allowing frost to enter the ground. 7. Their were no footings shown.on the plans for the retaining walls show for the South Entry or the North Entry areas. These walls will be eliminated. 8. Upon completion of the footings and at the.Concrete Contractors choice, a solid 4"x 6"x16" concrete cap block or a 4"x 6"continuous strips will place above the footings which require a wood bearing wall to be installed above the finished floor. Any footings which are out of level will be adjusted at this time. The total length of this item is 240 lin. ft. 9. The North West and South foundation walls 264'-0" outside perimeter shall be a l'0" thick and 9'-0"high. The wall between the pool and the Lower Level Corridor shall also be a 1'-0"x 9'-0"high wall. This wall is 36'-4"long. A total of 336 lin.ft. of this wall will have anchor bolts spaced on detail 9 of dwg. A-0. 72 lin.ft. of this wall will have#4 bars 2'-0" long (wet set) 1'-0"into the wall at 2'-0" on center as directed for 8" block. These walls will have#4 reinforcing rods set at 2'-0"o.c. both vertically and horizontally 10. The end walls of the pool room shall be an 8"wall x 9'-0"high wall. These walls are 24'-6"long each. Bars 2'-0"long(wet set) 1'-0" into the wall at 2'-0" on center as directed for 8"block. These walls will have#4 reinforcing rods set at 2'-0" o.c. both vertically and horizontally. 4 � 11 The East lower level wall is a l'-0"x 9'-0"high wall 141'-8" long less one steel framed 3'-6"x 7'-0"door opening and 3 window openings. This wall was orginially a lower wall with numerious elevation changes and different heights of veneer. 13. Also projecting from the East wall is one maintenance service Entrance to the Mechanical room which includes two 8"x 4'-0"x 8'-8" long sides and one 8"x 4'-0"x 4'-0" long end wall section. These walls will have anchor bolts spaced as specified on detail 9 of dwg. A-0. 14. 4 ea. 2'-0" square concrete piers x 7'-0" shall be installed as shown on dwg. A-L Detail 5 at the elevation set by the project manager. Notes; All vertical exposed reinforcing rods will be protected per O.S.H.A. requirements for the duration of the exposed ends. Concrete in all walls shall be 4,000 psi and installed as approved for the conditions at the time. Heated water, and other additives will be added or used as approved at the time of the pour. R-6 concrete blankets have been provided by the Excavating Contractor for general use until the slabs are poured and they are no longer required for freeze protection. Additional heating measures may be required. If so the owner will assume the additional cost as computed by the Construction Manager. 15. A 4"thick concrete slab will be installed on the main lower level floor and mechanical room entrance for a total of 8,012 sq. ft.. An additional 2" of concrete may be required in the stair well area or 313 sq. ft.. 2 ea. additional 4"x 3'-8"x 14'-0" long concrete pads 103 sq. ft. will be placed above the 4"lower level slab are required in the Mechanical Room. These slabs will be reinforced with 6x 6/ 10— 10 WWM which will be pulled up to the center of each 4" or 6" pour. The mesh will be over lapped or tied as approved by the Construction Manager. One person on the crew will dedicated to this task. All slab concrete will be 4,000 psi. Slab thickness shall be no more that 3/8" or less than of the design. The floor flatness shall equal Ff 25 /F120 except in the Mechanical Room which slab will slope to the floor drain at 1/8"per foot. Note that the Mechanical Room is increased in length from 29'-5-1/2"to 36'-0". This slab may be installed after the First Floor Deck is in place. 16. A Concrete transformer pad with curbing and 12 bollards as shown and detailed on dwg.s E-04 and E-05 shall be completed by the Concrete Contractor. The steel bollards complete with paint will be included. All excavation and fill will be by the Excavating Contractor. 17. A precast concrete curb Fort Miller Perma- Curb or equal w/ 8 pcs. of R-5 curbing and 4 pcs. of S-6 and 2 pcs. of S-4 . This curb will be set as shown on the plans and per the manufactures as as directed 18. A 22'-0" long x 23' wide (506 sq. ft.) x 6 concrete slab will be placed as shown on dwg. D-1 for the Building Entrance. The specifications for this slab is the same as Item 15. above except it will have a broom finish and at the building the contractor will provide a dropped concrete footing down to the top of the main foundation. The mesh will be tied to the vertical reinforcing rods on the top of the foundation wall. The dowels have been eliminated from the details. 19. Sidewalks with curb on one side as noted and detailed on Dwg. D-1. The curb of the slab will be 6"wide at the base, 16"or 1'-4"deep and a free formed inside slope of 12 on 1 minimum. 2 ea. #4 reinforcing bars will be placed in the curbs on both side of the walk at 2" above the ground land 2"below the top of the curbs and 2"back from the face of the curb. The width of all walks and curbs shall be 5'-6". There is 202 lin ft of curb and the curb and walk combined have a total broom finished area of 1,050 sq. ft. 60 lin. ft. of 5'-6"wide Sidewalk with curb on one side as noted on Dwg. C- 1. This walk extends from the end of Room 125 to the new transformer pad. There is 66 lin ft of curb and the curb and walk combined have a total broom finished area of 330 sq. ft. 20. A 10'-0"x 10'-0" ( 100 sq. ft.)dumpster pad 6"thick will be installed as noted on Dwg. C- 1. The specifications for this slab is the same as Item 15. above with a smooth finish with a slight slope to the lawn area. Their will be 4 ea. footings for future 10'-0"x 10'- 0"enclosure, one at each corner below the slab. These footings will be 4' deep with a 12"dia. Sonotube around the outside and a 4" dia. X 5' PVC pipe capped in the center of the the footing for a future 3"dia. Steel fence post to be grouted in by the Fencing Contractor. 21. There are 5 ea. 18"dia:x 9'-0" tall concrete pole bases. The top 2'-6" of the 18"dia. footing will be exposed above the finished pavement. The Sonotube,reinforcing and concrete will be furnished and installed by the Concrete Contractor. Ground wires, conduit Ground rods and anchor bolts will be furnished and installed by the Electrician. 22. The pool walls and floors are not to be included in this portion of the project. Provisions are being made to facilite this item upon completion of the foundation portion of the work. Only perimeter of the room, or concrete walls are included in this portion of the work. 23. The elevations for construction purposes are as follows; Engineer Architect A. Finished First Floor 101.75 0%0" B. Top of Foundation 100.40 {- 1'-4 1/4") C. Top of Lower Foundation wall 95.40 {- 6'-4 '/4" ) D. Top of Lower Level Floor 90.73 {-10'-0 'l") E. Base of l'-0"deep footings 89.40 {-1 1'-3 %4") Note: Bench Marks are not indicated on these drawings however the existing D.I. frames and grates are. We will be using one of those for the B.M. to set the above grades. I TOWN OF QUEENSBLMY 742 Bay Road, Queensbury, NY. 12804-5902 December 16, 2003 Don Davis, Jr. S.D. Atelier Architecture LLC 384 Broadway Suite I Saratoga Springs, NY 12866 Dear Don: The following items still need to be addressed on the plans for the Econo Lodge before this Department can issue a building permit. Item Number 1, Regarding fire draftstopping the attic space, the access doors through these spaces must- be self-closing and rated. Also regarding attic access, a the ceiling cannot hide the attic access hole. Therefore; the ceiling grid must be cut out in order to provide access to the attic space. Please make a note on the plans accordingly. Item Number Two, the interior wall of the exit stairwells is not shown as rated on Drawing No. 2, Sheet A-LS. Item Number Three, only the rough openings are listed on the door schedule. No door widths are listed, and the doors must have a 20 minute rating. Also, all doors must have lever handles. Please make changes accordingly. Item Number Four, because-the rough height of. the risers is not seven inches as required by Code, I'm asking that you provide a detail on the drawing showing exactly how these stairs will be constructed with risers including pad and carpet. Item Number Five, there is no dimensions shown on the plans on Sheet A"]0. Item Number Six, we need to see this on the master set of plans. Item Number Seven, we need all structural calculations given to this office. This means that we need the actual calculations that were done by the engineer or architect who stamped the plans or reviewed the plans to show that the calculations were done and-are'available. Page 2 Don Davis December 16, 2003 Item Number Nine, please show the additional exit lights and emergency lights on the plans as noted. Item Number Ten needs to be shown on the master set of plans. Item Number Eleven, in my plans I have no details showing a panel hinge countertop surface on Sheet M. Accordingly on Sheet A-1 6, which Sheet A-1 refers to, there is no detail showing a handicap counter. This would include a handicap service counter for the coffee seating room. Item Number Twelve needs to be shown on the electrical plans. Item Number Thirteen, we need a detail on the plans showing how the fresh air will be provided to the dryer/laundry rooms. The next item has,-arisen out of a further review of the plans, based on your resubmission. The entire basement must be sprinklered, according to Building Code Section 903.2.10.1 because it is over 1500 square feet. Also, further review showed that it appears that Kraft paper will be left.'exposed in the corridor areas under t'he ceiling tile. The Kraft paper must .be covered or the Kraft paper should be removed and Poly should be installed as a vapor barrier on the heated side of the ceiling. Also, it appears that.you• have taken credit for 5-A construction. However, the truss area in the corridor and bathrooms is not sheet rocked and therefore the building will not get a 5-A rating; which would reduce the allowable square 9 footage to 7,000 square feet, plus frontage. Please address this item in your response back to me. "Home of Natural Beauty ... A Good Place to Live " Page 3 Don Davis, December 16, 2003 Once the above items have been addressed accordingly, we will review them for compliance to issue a building permit. If you have any questions, I can be,reached at 761-8253. Thank you for your attention in this matter. Sincerely, of Quee ury David Hati , Director Building and Code Enforcement DH(mg L:\Ma6a\MAR1AG\DaAs.doc ".Home of Natural Beauty ... A Good . Place to Live" TOWN OF QUEENSBURY 742 Bay.Road, Queensbury, NY. 12 804-5902 Memorandum To: Don Davis From: David Hatin, Director, Building and Code Enforcement Date: December 9, 2003 Re: Plan Review for Econo Lodge, Aviation Road The following items are lacking on the plans in order for issuance of a building permit for the Econo Lodge: I There is. no firestop pi ng/draffsto p ping shown in the floor truss area or the attic area. The floor truss area requires draftstopping every 1,000 square feet. The attic area requires draffstopping every 3,000 square feet. There is no attic access shown in'the attic space. Attic access is required to 'all: attic spaces over 30 inches in height, and any communicating doors through fire draft/draftstops must be self-closing and rated accordingly. 2. The second floor stairwells are not rated. 3. There is no,door.schedule shown on the plans. 4. There are r1o'rise of the stairs shown on the plans. 5. There is no headroom shown on the plans. ". 6. There are no guards shown in the areas where needed. The outside exterior exit on the building must be provided with guards where the grade-is over 30 inches below the sidewalk. 7. We have no structural calculations regarding snow load, wind load, floor load or seismic. 8. There is no note on the plans on any types of interior finishes that will be provided throughout the building. 9. Additional emergency- lights and exit lights are required in the basement to 'provide adequate lighting throughout the entire .TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT December 9, 2003 basement area., and -proper egress.,- The Fire Marshal has suggested that an additional exit sign be placed on the door leading from the hallway to the large room on both- sides and that an additional emergency light be installed in the enclosed hallway in the basement 1O.The handicapped bathrooms for the sleeping units do not meet the dimensional requirements for handicapped purposes. The plans shown appear to be for dwelling units and note for a commercial handicap bathroom. 1 1.There is no handicap service, counter shown, at 34 inches above finished floor at.the the reception counter, Also the coffee seating service area must,have a service counter at 34 inches for all condiments to be distributed to the public. 12.There needs to be a timer on the pool heater. 13.There is no fresh air shown for the dryers in the basement. 14.There is no ice and snow shields shown on all roofs. Ice and snow shield needs to be provided on all roofs 24 inches inside the interior wall line of the building.- - Based on the current plans submitted, these are the additional items that need to be added to,the plans or corrected and resubmitted for review. L:\Ma(ia\MARIAG\Econ Lodge.doc 2 I ID 0 It H. 'Tiff, MIOWMMIR041) as Jarrett,:P:E: . Ptofessiotial Engineering. . Kenneth Martin, P E:` -December 8-,2003 ' Town,of Queensbury A --Dave'Hatin, 745.Bay Roan Queensbury,`NY 12804. Re: Bhatt (Econalodge)Motel; JM ; Dear Dave ' Enclosed hetein.pleaselind 2 seis of the foiiowizigdrawir gs for your`use': . Drawing Entitled -Dtawinf4 Number. Revised ; . Site;Plan -° Cl 6/25/03 Light Fixture1Tree'Aemoval Pian. _C2 Illumination-Pattehi Plan C3 ,6/25/03 =Landscaping Plan C4.: 6/25/63 Grading/S,toxmivater Plan. ' r C5„ 6/25/Q3 General Civil Details" DI '6/2510'3 General-Civil'Detals ' 6/25/03. - Lzgliting/Landscaping Details. D3 6/25/03 ' Site Elevations' D4',- - " ; ' ,6/25/03: "Erosion Coritrol Details. " _ EC 1 If you,have any questions;do not hesitate to'contact us at 792 2907. • . ;t,, r, ,Sincerely, JARRETT MARTIN ENGINEERS, Gail,Wrelio' se - Adrxiinistrative assistant ,,.:. 1,2 East Washington St. Glens Falls, ,NY 12801 : a 51:8-792-2907%'518=79$-1864 Fax, V;Printed„on Recycled`Paper.' SD ATELIER f ARCHITECTURE,I,.L.C. 384 Broadway,Suite t. Saratoga Springs,NY. 12866 518.587.3385 ph./tax sdatelleKutcs.corn November 20, 2003 Town of Queensbury Att: David Hatin Director of Building and Code Enforcement 742 Bay Road Queensbury, New York 12804-5902 Dear David; am submitting the drawings/specifications, Building Permit application, Energy calculation and window schedule information—for the New Hotel—Econo-Lodge Inn on Aviation Road. Final planning board approval was granted this past Tuesday eening. Please review. I know in our preliminary code review meeting October 27,2003—you mentioned we should get together. to complete. I am available to do this at your convenience—in the meantime I am submitting for a Building Permit with the enclosed information at the request of Mr.Aftab(Sam) Bhatti. Once you have reviewed, please call me to schedule a time to get to if necessary. Thank you,for your time. R V "t3V 2 0 2003 Respectfully; ' TOWN OF QUEENSBUR`a' ,..—. !BUILDING AND CODE Donald Davis Jr. Susan L. Davis SD Atelier-Architecture PuJ-tr Zmak, -jalp- ar� Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection request cei Queensbury Building&Code Enforcement Arrive: pm De 411 In 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: r)ODdj PERMIT #: 72-0 LOCATION: INSPECT ON: D TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent I Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If re aired unheated spaces Combustion Air Supply for Furnace Duct work sealed ropedt tape C NTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repott.doc November l7,2003 Project Name: A07 BP# IIAC V Address: --&imr Building Permit submission checklist Multiple Dwelling Commercial Projects U items Wow must he checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Biiflding Permit Application Completed...................................... P6)es Ono On/a. 2. Energy Form or Check0ate Energy"e Compliance Form Complete... fkes Ono Oda (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program........... 0yes Ono Elda (submit 2 copies) 4. Septic application com�o,letely filled out(if applicable)......W......... Elm Ono E1nJa 5. Electrical Inspection Form.................................... EIr-s Elno, On/a 6. Two(2)sets of plans showing the followinv. ...!.—...... * Ono Oda 6a. Floorpns ........................................ ................... Ono Oda 6b. Foundation plan...........................................................Byes nno Oda 6c. Cross section(s)............ .......................................... ......®yes []no Eln/a 6d, Elevations ........ .................................... ............ glyes Elno Oda 6e, Design loads including floor,snow load,and wind load.-....�. Ayes Ono On/a 6f seismic design(mquired after ran.i,2m).*1........I.......... Rgyrs Onc, [_]n/a 6g. plans signed byregistered architect or engineer,signed.......... VIyes Ono On/a and sealed by a registered architect or engineer 61L Window and door schedule.................. ........................ ®yes Ono On/a 7. Two(2)site plans showing location of the structure to be built,......... Oyes Ono Oda location of well or water lines,location of septic system or sewer line with IC M A)e'VK'rW'P:) all setbacks and separation distances shown,and A improvements to the Property. S. Solid Fuel Burning or Gas Appliance Form(if applicable)....... Eyes Ono Oda 9. DrivewayPernlit....... ............................................. Ayes 13no [:]']/a Date: �al lL Staff Initial: L.\Suel-knl "y\Buading.penirnt.r-om\GeacticChecl&t.doc Jauiuwy28,2003 1 SD ATELIER A"RCHITECTURE.L.L,C. 384 Broadway,Suite 1. Surotoga Springs,NY. 128" 518.587.3385 Oh./tax . seiatelle►�cs.�om FAX Project: Econo-Lodge fbiSara Bhatti Project number: 2003 20 Date: December 11,2003 Att of: Att:Mr.David ilatin-Building Inspector—Town of Queensbury Dear David; Attached 5 pages—our response letter—in reference to your"Code Review"fax of December 9,2003. Please review.If you have any questions or concerns please call nee at 5183214954(cell)or my office at 518 587-3385(office). Thank you for your time and,help_ Respectfully Submitted; Susan L_Davis Donald Davis Jr_ SD Atelier-Architecture Td Wd20:90 ROW ET *OaG S8212 2-8S BTS 'ON'BNOHd 36n.Lo3iIHO?1a 631-131U CIS W06A Item 6-Guards-Detail drawing as shown: Blasters shall be max.4"clear as shown. 1 V2'QA TOP 12AL......... — d-MAX 1 V2-DVS PPL $/fi'b1A.$Tda.ROD-...... ._—.. ... ._. _ 1 V2'DW M MDIATE RAB_ ._ .._ STD PPE LIM,NrO GM)T CCNCqETE BASE MT DOWN Mx W O&OW TOP OF orocael'a MRS. PW SLAB TO RL"AMIG a ••_ ._... : ....1 „:. J WALL W/-5 Q04-�ZMemT CI Bar'•G-O.O.C. / .p• 'd oA l` o �� A .-d1Or GRADE tAPMOX.Y i "'. * 9+ RETA"4Q WALL— EXTENTS SM mob" KA ;;�.EGTION f.' t7 u M W L7 rDWT.A•S 1 Ir .� C pro JD Item 7-Structural Calculations- As shown on Framing Plans, Sheets A 5 and A-6, Design Loads (Wind, Snow,Seismic, and Floor loads)are all stated. As stated in the Specifications Booklet, page 9 81 Section 6A.09,wood truss calculations will be submitted by Roof,Truss and Floor"1°Joists Manufacturers to the Architectwith shop drawings- After these are reviewed by t/rchitectt // an accepted;copies h ll be submitted to.the building department. ala 4/- Item 8 Interior Finishes-This schedule,which typically is included in our specifications Booklet, was accidentally left out. Please review the copy-enclosed end of this letter. Please note all interior finishes shall meet class W flame-spread ratings;at rated partitions.' ,Item 9-Ememency Lights 3 additional emergency lights shall be provided at the basement Exil Si ns-An Additional exit sign will be placed at doors D,109 and D 107 to accommodate the doorfeading from the hallway to the large room at both side of the doors. Ed Wa20:90 ROW ES .3a( SBM 28S B'6S : "ON 9NOHd mjniO3iIHOad N3I-191U QS WOHJ r Item 10- Handicap bathroom shall be modified with sink placed out in room--see sketch. - 4 D 41� D 42 —� - �--a �' tGw ck cev<a l�,cJ Item 11-Gouritertops-Plan Drawing, Sheet A-1, shows countertops with a dashed line;:indicating a piano hinged countertop surface area(near toilet room, door D 5). This countertop surface area shall operate as both the handicap service counter(36"wide by 30"deep ON 34"from finish floor)/and access to rrr space. ? G � .704 Item 12-PPQI-Heates.Timer A prnershall,be provided at the.pool heater. gk4o w ROM 13-fresh Air-.Fresh Air at the laundry room(dryers at basement)shall be provided.. Aorl Item- 4-Ice and Water Shield-As per code, ice and water shield at the roof is provided and noted.Specifications Booklet Section 7a.09-Ice and Water Shield-calls for 6'.from drip edge up.'With a roof itch of 7.5 t 12,this woulo extend-in T-6"from the inside second floor wall finish CIL Respectfully; Donald Davis Jr. Susan L- Davis SD Atelier-Architecture I_d W13170:90 200?_ ZT -0a(I S822 28S 8T5 'ON BNOHd 3aniD3-I-IHOad 83I'13J.d (Is 1408A Finish Schedule ROOM FLOOR WALL BASE CEILING NOTES FLOOR I CARPET W/ PAINTED GYPSUM VINYL COVE SEE RCP PAD BOARD BASE PLAN SITTING AREA CARPET W/ PAINTED GYPSUM VINYL COVE SEE RCP PAD BOARD BASE PLAN RECEPTION CARPET W/ PAINTED GYPSUM 'VINYL COVE SEE RCP PAD BOARD BASE PLAN VESTIBULE CARPET Wt PAINTED GYPSUM VINYL COVE SEE RCP PAD BOARD BASE PLAN LOBBY CERAMIC PAINTED GYPSUM TILE COVE SEE RCP TILE BOARD BASE PLAN TOILET CARPET W/ PAINTED GYPSUM VINYL COVE SEE RCP CORRIDOR) PAD BOARD BASE PLAN HALL CERAMIC PAINTED GYPSUM TILE COVE SEE kCP TILE BOARD BASE PLAN POOL ROOM CARPET W/ PAINTED GYPSUM VINYL COVE SEE RCP STORAGE PAD BOARD BASE PLAN #1 &2 CARPET W/ PAINTED GYPSUM, 'VINYL COVE SEE RCP COFFEE/ PAD -BOARD BASE PLAN SEATING ADA UNIT/ CARPET W/ PAINTED GYPSUM VINYL COVE SEE RCP MEETING PAD BOARD BASE PLAN ROOM CERAMIC PAINTED GYPSUM TILE COVE SEE RCP PUBLIC TILE BOARD BASE PLAN BATHROOM ROOMS 1,2,3 4,5 6, CARPET W1 PAINT ED GYPSUM VINYL COVE SEE RCP 7.8,� 10, ;1. PAD BOARD BASE PLAN 12,13. 14, 15, 16. BATHROOMS 1,2,3,4.5,6, CERAMIC PAINTED GYPSUM, TILE COVE SEE RCP 7,8,9, 10, 11, TILE 'BOARD BASE, PLAN vd wut?0,:90 200E ET 3aa SBER 28S BTS 'ON BNOHd 3amomIH3NU N3I-131U aS WO�JJ .. a w CARPET W1 PAINTED GYPSUM! VINYL COVE SEE RCP PAINTEDI 1/2"DIA-PIPE STAIRWELLS PAD BOARD BASE PLAN -HANDRAILS-BOTH SIDES. 1 &2 (STAIRS) FLOOR 2 CARPET W1 PAINTED GYPSUM VINYL COVE SEE RCP STORAGE PAD BOARD BASE_ PLAN CARPET W! PAINTED GYPSUM VINYL COVE SEE RCP PAINTEDI 112'DIA.PIPE STAIRWELLS PAD BOARD BASE PLAN HANDRAILS-BOTH SIDES. 1 &2 (STAIRS) ROOMS 17, 18,19,20, 21,22,23,24'. CARPET WI PAINTED GYPSUM VINYL COVE SEE RCP 26.2 5, .13,27, 28, PAD BOARD SASE FLAN 29,30,31.32, 33,34,35,36, I 37 38. BATHROOMS 17, 18,19'20, 21,22,23,24, CEREMIC PAINTED GYPSUM TILE COVE SEE RCP 25,215 27,28, TILE BOARD BASE PLAN .29,30,31,32, 33,34,35,36, 37,38, CARPET W/ PAINTEb GYPSUM VINYL COVE SEE RCP HALLWAYS 8 PAD BOARD BASE PLAN COORIDORS 13ASEME/1PT SEALED CONCRETE N.A. SEE RCP LAUNDRYY CONCRETE PLAN ' POOL EQUIPTMENT/ SEALED CONCRETE N.A. SEE RCP MECHANICAL CONCRETE FLAN ROOM SEALED CONCRETE N.A. SEE RCP CONCRETE CORRIDOR SEALED CONCRETE N.A. SEE RCP STAIRWELLS CONCRETE PLAN I &2 & HALL Finish hates. Vinyl Wall-covenrig if selected by Owner shall be Type 11, 20 oz. -Class A. Sd Wt3SO:90 : 00e FT G822 28S STS 'ON 3NOHd 3i'mo31IHOJH d3I-BIU GS W0�13 SD ATELIER ARCH IT ECTU RE U.C. 3"Broadway,Suite 1. Saratoga Springs,NY..12866 518.587.3305 ph'ifox NdGte"er@C&Cqnw December 10,200$ Town of Queens'bury Attn:David Hatin Director of Building and Code Enforcement 742 Bay Road. Queensbury, New York 12804-5902 Dear David; We are writing this letter to address your code review letter of December 9,2003(as received-in our office this Decerriber'9,2003 by fax). Please review our comments I Information as provided and if you need additional information-call meat 518-321-4954(cell)or my office number as listed above- Items are addressed as necessary below: 6Qm I-Fire t DryftSbo ppingjn the Attic Space-Attic space shall have(3)locations.forthis-(2)at both doubled up gable end trusses(see drawing A75-Roof Framing Plan and Notes-Note 0 IS-Sheets A-8'A-9,A-1 1,and A-12'. A third location shall be between the two gable ends(double-ui p roof truss units)-Sheet A-5-centered and located beneath the side roof dormer ridge facing the west entry and parking lot With these-(3) locations, no area shall -2,350 Sq.Ft Ct-p C exceed Fire/Draft Stonoina in the Floor Joists-The floorjoist area on Drawing A-8 shovVs a flush (0 frame.beam condition at the,s'econd floor. As shown in Drawing#2,Sheet A-6,this shall e,filled with rock wool insulation, extending 12"on both sides of the beam. The first floor shall have solid wood blocking provided at the same locations with rock-wool insulation extending 12'in both direGdohs each side of blocking, eri 69jc Access-Access is provided as shown on Sheet A at the storage rooms. See Note 5 and Specification Booklet page#82-Section SA.09-Fire rated insulated/. un- CC4 Af cdlk insulated doors.These are intentionally above drop ceiling. b7 Item 2-Second Floor Stairwells-As indicated at Drawing*2. Sheet A-LS,these walls are one hour rated. Item or Schedule-d—The Door Schedule is located in the Specifications Boo.Met at the end of Door/Window Division 8. IteR7 4-S it Riser Hai As shown in Plan pram gs,She' ets A-0,A-1,and A-2; treads are ji-,, Msement Floor to First Floor height is 10,�oye divided by 17 risers is 71/16"per riser. However.when finithed-carpet with pad is applied, riser,heights shall be 7"finished, First Floor to Second Floor height is I 0'-7%'�divided by I a risers is 7 1/16"per riser. Again,with aplDlic7ao of carpet and pad(as per,finish 7ft. 0 . schedule); finished risers shall be 44 As shown in Drawing#1, Sheet A-1 0,clear head heights. exceed code minimum,of 6-.8*from the top Of any tread/I N'ej;� 46�'t an ing to finish ceiling on landing. 61"I J /IX /ew' rA r I— Z id WUIL0:90 200Z ZT -0a(I S822 2-8G BTS 'ON 3NOHd MjnioaiIK)NU d3V1311J (IS WONJ Page I of I 7 7 77 77 1111,112, -7-7 -,ll=77*7111,^, 11 =77UNT7-77 s S �r A ffbffi" t# 6d Ar h.4, 77"", I I a On C-oner ftr 5- tp Nail PuLt (Dry) 125 lbs (AVg)6 7 �jl va W Moist-ure, Content 5% OWN A Sw'',e^IlUin -Permeance 12 Water Absorption 4*7% Iowaoh w- M& 00000 , maw Pago BA El The Premium, T u -H l Structu- ral, B r a ha bif Ext rmor V+ I i a Sheatt , http://www.homasote.com/Sheathing/440%2OChart.gif 5/28/2004 r7 h i _ Sxi 7 G , -.T St h-e ...... r Nl n, Type , "s K y1 !� r( 5 xt§ HOMASO T_ E A �, W A Ao 14 DAD 0 _T_r S0UND0/_%INRIER EXTERIOR SIDEWALL, STRUCTURAL, BREATHABLE, HIGH-PERFORMANCE TJVI SHEATHING Superior �o Pl�nw�aod and 'tJSB The material you've known as a sound barrier also outperforms M � s N nt �pw£fir r . plywood and 0S13 for sheathing.This breathable,high-performance sheathing.is stronger, more weather-resistant and delivers twice the R-value of wood. It's also insect-resistant and has been proven in thousands of jobs.Compare the numbers and the pricing.Ask your building materials supplier about better sheathing—Homasote 440 " SoundBarriet4°.Call the Homasote Tech-Lane at 800.257.9491 ext. 1332. tlomastiie�+40 t , 'r �2 i}5 1/2 Ptwsad �' ✓} k "` S � tbbi�� �16dt07+' +3'tS� Shedr ? S09'tb/ft'.Corner 255 1b�#t Faet[I" !b5 ttt/#tx w r 175 tbj#t�:<� as dur� eur�nlwaaa�#a5�� " Nail Putt(Dry) 125 lbs(Avg)fi 40 ibs(Avg)' 49.8 tbs{Avg)' a -;av,�± "� 'mot. �,m r-z--' t o �:i d'^ a r r,ta as °. "*"'�„�r' "�'-•_.__......".^-r;Yx �".i a Pik Po �7 �Peatme�R[�'+�iq�S{ 2+ m6 s{�a Was�rn.� �erRc�,eler� � Moisture Content 5% 4% 8% ta{tpatYes s�eX�rneA1 k fie F} 5 �.,,, {�r,.l. .�--s,,. rc +m-rp. /r. r*•+r w. y •-��+s»-- --'a'"'"'�j�5.^+x .�""' ,.. Jw..^ r.w(s ,»,^+:w..,-s o. d,� r�` �. ���U �_� ,_.�•se�as, a....c,.w,��..n.»<.-,.vs.k„�7s,,,..,.,_.,,,-:• :.......�.ZI-r,.w,:.-a .. `LJtizSa � Permeance 12 7 } 3nsitnTNait a :.,..,,,,«. .,.ar-w ..#.�.0 6x�sG-...ru .,.w. ...:.6 water Absorption 4.7% N/A NIA ffk * , x masot'COMPANY PO Box 7240 West Trenton,NJ 08628.0240 800.257.9491 ext.1500 • www.homasote.com Homasote Company -440.SoundBarriert Page 2 of 3 • Easy to handle, cut and shape . Widely available in convenient sizes • Ready to apply directly to framing • Provides excellent noise attenuation when installed as recommended . Provides excellent, moisture-resistant-ihermal insulation MA Thickness Available Sizes Weight ,aean.ct7caf t:aatrrf Stet 4'x 4', 4'x 8', 1.2 lb/sq. ft. 4'x 9, 4'x 10' 4'x 8', 4'x 10' 1.5 Ib/sq. ft. 314 4 x 8 1.8 lb/sq. ft., Typical Physical Properties . Density: F6-28 lb./ft.3 Tensile, parallel to surface(min.): 450-700 psi Transverse M.O.R. (min.): F50-1000 psi Hardness, Janka Ball (min.): 230 lbs. Water absorption by volume(max.): 2 hrs. immersion 5% 24 hrs. Immersion 15% Expansion from 50%-90% relative humidity(max.): 0.25% R-value: 1/211 1.2 5/8" 1.33 3/411 1.4 Noise Reduction Coefficient: 0.20 Flame Spread: =:�[Class.Ill (or C) Floor/Ceiling Assemblies(UL L-500 Series) in which Homasote is Listed UL FIRE RESISTANCE RATING DESIGN'NUMBERS L501 L502 L503 L504 L505 L506 L507 L50$ L509 L510 L511 L512 L513 L514 L515 ' V L516 L517 L518 L549 L520 http://www.homasote.com/sb.html 5/28/2004- Homasote Company -440 SoundBaffierg Page 3 of 3 L525 -HE][L555 ]HE RE]REJ Codes/Certifications FHA Material Release 1150e lCBO Report No.1016 SBCCl No. 2308 Want more Information about Sound Control? 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Find out how to hold down skyrocketing OSB and plywood costs, get at least 17 times greater permeance and add sound control to your buildings with 440 SoundBarrie0. • Call your local lumberyard or home center • Search our online deader l_ Istings • Call Sales at 800-257-9491 Ext. 1500 • Get Technical Support at 800-257-9491 Ext. 1332., • E-mail sales homasote.com Homasote 440 SoundBarrier®, our premium,structural, breathable and house-healthy exterior vertical sheathing has been independently tested over the decades.OSB and plywood just can't touch its physical properties.Thanks to skyrocketing OSB and plywood prices 440 SoundBarrier0 beats the competition. http://www.homasote.com/ 5/28/2004 Homasote Company - Building Product's from Recycled Material' Page 3 of 4. The Strong .fii.�tX§a'vL� a'X:3 N!.4.41ar6bCaK%xa.�k9 y1pR�fM8M1Q� .. tsa w Click image to see complete ad.PDF,Adobe Acrobat Required Independent tests prove that OSB and plywood just can't match up to 440 SoundBarrier®. Click the image above for a .., ,. Win, larger OSBfplywood comparison , chart. 440 SoundBarrier@ Installation Instructions ` [Sheathing] [Floors] [Walls] k [Ceilings] � � Draw sotne Read The Latest sound ctitJ>�n Flash required. 440 SoundBarrier® of your t . Sheathing News Release Download it for free. 0 FREE �r�_f s�allell� market specific " Literature! n ,u http://www.homasote.com/ 5/28/2004 440 SoundBarrierO WALL SPECIFICATIONS NOTE: This section is based on the products of the Homasote Company, which is located at: P.O. Box 7240 West Trenton, NJ 08628-0240 Tel: (609) 883-3300 Fax: (609) 530-1584 Internet address: www.homasote.cdm PART 1: GENERAL 1.1 SECTION INCLUDES A. Sound-deadening and Shear wall systems. 1.2 REFERENCES A. ASTM E 84 _' Test Method for Surface Burning Characteristics of Building Materials. B. ASTM D 1037 - Test Methods of Evaluating Properties of Wood-Base Fiber and Particle Panel Materials. C. ASTM C 209 Test Methods for Cellulosic Fiber Insulating Board. D. ASTM E 72 Racking Test on Homasote Wall Panels. 1.3 SUBMITTALS A. Submit under provisions of Section 01300. B. Product Data: Manufacturer's catalog data, installation instructions, detail sheets, and specifications. C. Quality Assurance/Control Submittals: 1. Manufacturer's installation instructions. 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications:. 1. Minimum 10 years experience in producing sound-deadening boards of the type specified herein. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in manufacturer's original packages. B. Inspect the materials upon delivery to assure that specified products have been received. C. Report damaged material immediately to the delivering carrier and note such damage on the carrier's freight bill of lading. D. store materials in a dry place, indoors, or on raised platform protected from weather damage. PART 2: PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Homasote Company P.O. Box 7240 West Trenton, ,NJ 08628-0240 Tel: (609) 883-3300 Fax: (609) 530-1584 Internet address: www.homasote.com B. Requests for substitutions will be considered inlaccordance with provisions of Section 01600. C. Substitutions: Not permitted. D. Provide all sound-deadening boards from a single manufacturer-. 2.2 MATERIALS NOTE: Consult manufacturer for specific recommendations of tested assembly constructions and STC ratings. A. Sound-Deadening Boards: 440 SoundBarrierO physical properties as follows: 1. Thickness: 1/2 inch (13 'mm) , 5/8" (15.88mm) , 3/4" (19mm) . 2. Density: 26-28 pcf (416-446 kg/cubic m) . 3. Tensile Strength: 450-700 psi (3,100-4,830 kPa) . 4. Hardness (Janka Ball) : 230 lbs. (104 kg) . 5. Water Absorption by Volume; ASTM D 1037: a. 2 hour immersion: 5 percent maximum. b. 24 hour immersion) : 15 percent maximum. 6. Expansion, 50 to 90 percent relative humidity: 0.25 percent. 7. R-value: 1/2 inch 1.2, 5/8 inch 1.33, 3/4 inch 1.4. 8. Flame Spread: Class III (or C) . 9. Noise Reduction Coefficient: 0.20. 2.3 ACCESSORIES NOTE: Installation accessories are dependent on substrates and installation methods as recommended by the manufacturer; select from the following paragraphs accordingly. A. Adhesive: APA AFG-01 approved paneling adhesive. B. Angular thread nails: length as required to penetrate wood framing 3/4 inch (19 mm) minimum. C. Finishing nails: length as required to penetrate wood framing 3/4 inch (19 mm) minimum. D. Screws: 1. Wood Framing: Coarse thread drywall type wood screw, length as required to penetrate framing3/4 inch (19 mm) minimum. 2. Metal Framing: 22-25 gage, drywall type steel screw. 3. 20 gage or heavier, self-tapping drywall type steel screw. PART 3: EXECUTION 3.1 EXAMINATION A. Examine substrates upon which work will be installed. B. Verify framing member spacing complies with manufacturer's requirements depending on substrates and installation methods. C. Verify environmental conditions are, and will continue to be, maintained in accordance with manufacturer's recommendations. D. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates or conditions. E. Starting work by installer is acceptance of substrate and environmental conditions. 3.2 PREPARATION A. Follow manufacturer's instructions by separating and allowing sound deadening boards to be exposed to environmental temperature and humidity conditions for not less than 24 hours before start of installation. B. 440 SoundBarriero panels must be installed in a clean, dry condition. DO NOT INSTALL WET PANELS. 440 SoundBarriere panels must be thoroughly dry prior to closing in the structure. 3.3 INSTALLATION A. Contact the Homasote Company for full product installation guides; including finished wall coverings. B. Homasote requires wall framing at IG inches (400mm) o.c. for 1/2 inch (13mm) , and up to 24 inches (610mm) for 5/8 inch (15.8mm) and 3/4 inch (19mm) 440 SoundBarrier panels. Panel edges and ends are required-to align with framing members or be blocked for all methods. Verify that appropriate framing section or drawing notes comply. C. Panel Applications: 1. Apply a 3/8 inch (9.5mm) bead of APA-approved paneling adhesive to studs in accordance with the adhesive manufacturer's recommendations. A double bead of adhesive is necessary on studs where adjoining panels fall. 2. Apply 440 SoundBarrierO to adhesive and framing, applying hand pressure where adhesive is located to insure positive contact. - Allow for 1/8 inch (3.17mm) expansion gap between adjacent panels and 1/4 inch (6.35mm) expansion gap at floor, ceiling, and around window and door frames, etc. 3. Install gypsum wallboard or other paneling over 440 SoundBarriere panels so panel joints are staggered and do not coincide. Follow gypsum wallboard manufacturer's installation recommendations. 3.4 ADJUSTING AND CLEANING A. Follow manufacturer's instructions for repairing damaged panels. B. Replace panels that cannot be repaired. END OF SECTION. s s i homasolte COMPANY AM E I t wal and N .C`.F.R_ Homasote® Applications- Table of Contents APPLICATION PAGE Packaging, Storage—Interior and Wall Panel Applications 1 1-A) Homasote to Wood or Metal Framing 2 1-B) Decoupled Wall System—Enhanced Sound Attenuation 2 1-C)Double Wall Construction—STC 66 2 1-D) Homasote to Masonry Wall 2 2-A) Fabric Wrapped Homasote—To Wood or Metal Framing 2 2-B) Fabric Wrapped Homasote—To Masonry Walls 3 2-C)Fabric Wrapped Homasote—To Finished Walls 3 2-D) Complete Instructions for Metal Frame Clips 3 Exterior Applications—As a Sidewall Panel (Board and Batten Siding) 3 3-A) Board&Batten—Wood or Metal Framing 3 3-B) Board &Batten—Sheathing Application 3 440 SoundBarrier Specifications 4 Packaging, storage and Protection All Homasote products having a maximum 4'width are packaged in plastic covered units. However, all materials should be stored above grade on wooden pallets and covered by waterproof tarpaulins. Packaging material is not intended for exterior job site protection. Interior Applications General Requirements: Temperature and humidity conditions closely approximating those which will exist when building is occupied shall be maintained before, during, and after the application of panels. Installation shall not be made when building is excessively dry, cold, hot or damp. All panels shall be removed from plastic cov- ered units and separated not less than 24 hours prior to installation to allow material to acclimate. ,applications as a Wall Panel Homasote panels should be applied vertically to the framing with blocking or plates at top and bottom of panel. All edges of panel must fall on framing at all times. Framing for 112"thick panels must not exceed 16"o.c. Framing for 518"and 314"thick panels must not exceed 24"o.c. During installation, all panels must be installed leaving 118"expansion gap between sheets and 114"expansion gap at floor, ceiling, and around window and door frames, etc. Do not fill or tape panel joints. hoIi41asote C 0 M PA N Y, Box 7240, West Trenton, NJ 08628-0240, Phone: (800) 257-9491, www.homasote.com 1-C) Double Wall Construction - STC 66: (5/8"440 SOUNDBARRIER®) 1)Construct dual frame 2"x 4"placed 16°o.c. (bhjnd gyp5Ur11 Wallboard Or ether paneling) ',, 2)Maintain a 1"dead air space separation between wall framing. To reduce sound intensity,attention must be given to openings in 3)Install 3-1/2"high fiber count sound bat insulation in both sides of wall. the walls for conduits, pipes,ducts,electrical junction boxes and any 4)5/8'440 SoundBarrier4 panels are to be applied directly to wall studs, other devices. Avoid back-to-back coincidence of openings on each side,with recommended expansion gaps as stated at the bottom opposite sides of a wall. When the purpose of the openings has of page 1. Apply 440 SoundBarrier°following instructions in section been completed,open spaces must be packed with acoustical 2 of"1-A)TO WOOD OR METAL.FRAMING! insulation,or otherwise caulked,and sealed with a good grade acoustical sealant to assure an airtight closure. 5)5/8'fire rated gypsum wallboard is to be applied directly to 440 Doorstops should be gasketed and dropseals installed at door SoundBarrier®. Use 440 SoundBarrier°as a base for the gypsum bottoms. Do not caulk between Homasote panels. This space wallboard. Using drywall screws,secure gypsum wallboard directly to allows for the natural expansion and contraction of the Homasote Homasote panels every 8"o.c.around panel edges and 12"o.c.on panels. After application of gypsum wallboard,the entire intermediate sections of panel. floor-ceiling wall perimeter must be caulked with acoustical sealant. STC 66- Double Wood Stud Partition 1-A) To Wood or Metal Framing: Decoupled Wall System 1)AppIy a 3/8"bead of APA-approved paneling adhesive to studs in 2"x4"studs accordance with the adhesive manufacturer's recommendations. is"o.c. , 5/8"440 Sound Barrier-attached A double bead of adhesive is necessary on studs where adjoining v directly to wood panels fall. 2 layers 31/2" studs on both sides Mineral Wool 2)Apply Homasote panels to adhesive and framing,applying hand Insulation t i 1(1 ',• 5/8"gypsum wallboard pressure where adhesive is located to insure positive contact.Allow for �' attached directly ctly to expansion gaps as stated at the bottom of page 1.Screw 12°o.c.along rx4" 440 Sound Barrier-on edges and 24°o.c.along all intermediate framing. Screws should be of wood plates both sides;not studs sufficient length to penetrate 3/4"into framing. Hold screws 3/8'back between from panel edges. 3)Install gypsum wallboard or other paneling over Homasote panels 10 To Masonry Walls: so panel joints are staggered and do not coincide. Follow gypsum wallboard manufacturer's installation recommendations. 1)As per APA recommendations„install wood furring strips,not exceeding 16"O.G.for 1/2"Homasote panels(furring strips not to exceed 24°o.c.for 518"and 3/4°Homasote panels). 1.13) Decoupled Wall System — Deduced Sound 2)Apply Homasote panels following instructions in section 2 of°1-A) Transmission on Wood or Steel Studs TO WOOD OR METAL FRAMING." 1)Apply a 3/8"bead of APA-approved paneling adhesive to studs in 3)Install gypsum wallboard or other paneling over Homasote panels accordance with the adhesive manufacturer's recommendations. A so panel joints are staggered and do not coincide. Follow double bead of adhesive is necessary on studs where adjoining panels fall. gypsum wallboard manufacturer's installation recommendations. 2)Apply Homasote panels to adhesive and framing,applying hand pressure where adhesive is located to insure positive contact.Allow for rr� r, ;, expansion gaps as stated at the bottom of page 1.Screw 12'o.c.along rjTj �flh- Iflh iJ (.r M s ill , edges and 24°o.c.along all intermediate framing. Screws should be of V' s r °t• 11� �" sufficient length to penetrate 3/4"into framing. Hold screws 3/8"back from panel edges. Homasote panels have different textures on each side. One is a 3)Stagger gypsum wallboard so edges do not fall onto studs. Using smoother linen texture and the other a rougher screen texture. Select drywall screws,secure gypsum wallboard directly to Homasote panels side to apply fabric that best suits your needs. Also notice,due to the every 8"o.c.around panel edges and 12"o.c.on intermediate sections nature of the product,that the surface of the Homasote panels is not of panel. Do not fasten the gypsum wallboard into studs, perfectly flat. Make determination as to the suitability of Homasote `Resilient channels or furring strips may also be installed over Homasote panels as substrate for your fabric prior to application of fabric. panels provided that the channels/strips are screwed through the Homasote (Apply fabric to small sample, if necessary,to make determination). into framing as per manufacturer's recommendations. Lightly sanding the surface of the Homasote panels will help eliminate STC 51 - Metal Stud Wall textures and inconsistencies. Refer to Homasote 440 PINnacle and NCFR PINnacle for a fine-sanded panel as a substrate for fabric Decoupled Wait System wrapping. Homasote does offer factory wrapped inferior panels. 1t2"440 Sound Call the Homasote Company for details. Barriers attached 3 5/8°light gauge /' directly to metal metal studs / t! studs on both sides spaced 15"O.C. iI( ; 2-A) Fabric Wrapped Homasote To Wood 5/8"9YPsumwallboard or Metal Framing: 31/2"Mineral I decoupled and attached Wool Insulation directly to440Sound 1)Apply fabric to Homasote panels using adhesive recommended by Barrier'on both sides; fabric manufacturer for application to wood fiberboard. Wrap fabric Not to studs 440"Sound Barrier and N,C.F.R. Homasote Wall Applications and glue around long edges and continue for 2°on backside of board. Exterior Applications Homasote is not responsible for appearance or performance of job-site fabric wrapped panels. General Requirements: When fastening panels, 2)Lay panels flat for the necessary time to allow adhesive to fully set. corrosive-resistant ring shank nails or screws must be 3)Apply a 3/8"bead of sub-floor adhesive meeting APA AFG-01 used. Panels must be protected from environmental specification to intermediate studs in accordance with the adhesive conditions and weathering at all times. manufacturer's recommendation. 4)Attach metal frame clips to long edges of Homasote panels every 12' Applications a5 a Stdewalt Panel o.c. See complete details in°2-D)METAL FRAME CLIPS." Provide support for all edges and throughout 5)Apply fabric wrapped Homasote panels to adhesive and framing,with intermediate part of panel. Framing not to exceed recommended expansion gaps as stated at the bottom of page 1, applying hand pressure from the center of panel out to the ceiling and 16" o.c. for 1/2"thick panels and 24" o.c.for 5/8" floor where adhesive is located to insure positive contact. Screw and 3/4"thick panels. panels 6'o.c.to plates or blocking at floor and ceiling. Screws should be sufficient length to penetrate 3/4'into framing. Hold screws 3/8' Panels should be applied vertically to the framing with back from edge of panels. Screw clips to framing and brace panels for blocking or plates at top and bottom of panel. a minimum of 24 hours for adhesive to set. Otherwise, install cross blocking at horizontal joints to provide a solid fastening base. Leave 3/16"space at 2-13) Fabric Wrapped Homasote To all panel side joints and leave 1/4" space at all panel Masonry Walls: end joints. Panels must be kept a minimum of 8" 1)As per APA recommendations,install wood furring strips to masonry above grade. Not to be used as a roof sheathing. walls,not exceeding 16'o.c.for 1/2'Homasote panels and 24"o.c. for 5/8'and 3/4°Homasote panels. 2)Follow instructions °2-A)FABRIC WRAPPED HOMASOTE TO WOODI ZhIJIM]�fill I J Pff t,l i OR METAL FRAMING"for applying fabric wrapped Homasote panels. r, I - � t . rl�j 2-C) Fabric Wrapped Homasote To Finished walls: 3,A) To Wood or Metal Framing: Apply wall panels following instructions in"2-A)FABRIC WRAPPED 1}Apply panels directly to proper framing.Framing not to exceed 16"o.c. HOMASOTE TO WOOD OR METAL FRAMING". Apply adhesive to back of for 1/2°thick panels and proper ero.f for framing. thick panels. Allow far Homasote panels in. H beads 16"o.cpanels and at perimeter,holding adhesive expansion gaps of 3/16"between the panels,and leave 1/4'at all panel back 3/4'from edge. Homasote panels must be aligned such that edges fall end-joints. on framing and must be fastened into wail framing. 2)Keep fasteners back 7/16'from all edges. Fasten panel 4°to 6"o.c. along Homasote panel edges and 10'to 12"o.c.at intermediate 20 Complete Instructions For Metal framing. Frame Clips: 3)Fasten from center of panel out to edges. Use(6d)corrosion-resistant Complete instructions as per Gymax Ceilingfasteners to penetrate 1"into framing. 1)Layout back of panel by drawing _T_ 4)Homasote may be left exposed to weather during construction in a layout lines at 16"intervals. varies vertically installed applications. Like any other sheathing,it needs to be covered as soon as possible. House wrap or felt paper may be applied 2}Locate clips above the line on one 16„ over the Homasote using staples. Apply finished siding following side and below on the opposite siding manufacturers installation instructions. See note below. side. (Staggered clip layout creates a tongue and groove panel joint). 16" 3-B) Installation For Use As Sheathing: Diagram is shown below. E:I-+- 3)Seat the clips around,the perimeter 16" 1)Apply panels directly to proper framing. Framing not to exceed 16"o.c. of the board as shown in the - - for 1/2"thick panels and 24 o.c.for 5/8'thick panels. Allow for diagram. Do not damage panel 16" expansion gaps of 3/16'between the panels. edge. (7 clips per side for a _+_ 2)Keep fasteners back 7/16"from all edges. Fasten panel 3'o.c.along 4'x 8'panels). i6" Homasote panel edges and 4'o.c.at intermediate framing. 4)Apply a 3/8'bead of sub-floor is„ 3)Fasten from center of panel out to edges.Use corrosion resistant adhesive meeting APA AFG-01 � fasteners to penetrate at least 1-1/2"into framing. specification to intermediate studs 16„ NOTE:Wood sidings must be nailed through sheathing to framing behind. in accordance with the adhesive _ I Wood shingles,shakes,aluminum,and vinyl sidings may be nailed directly manufacturer's recommendation. Floor to sheathing using corrosion-resistant,ring shank nails long enough to A double bead of adhesive is penetrate 3/4"into sheathing. When installing stucco,brick,and stones as necessary on studs where adjoining panels fall. finished exterior,nail wire mesh,using corrosion-resistant ring shank nails 5)Position panels(with clips installed)on any wood or metal framing. long enough to penetrate through Homasote panel and into framing behind. Tighten the joint with a floor leverage tool. Screw or nail panels to floor and ceiling plates as per Homasote installation instructions. Use low-profile screws to secure one series of clips to wall stud. Stagger joints on opposite sides of the wall when possible. 6)The clips on the adjacent panel simply slide behind the fixed panel. 440 Sound Barrier and N.C.F.R. Homasote Wall Applications 3 ^�^��o m�u^onm�*� ���mN��~0N�N�����~Q������ �,_�^r ~�~^"�u°*x��ouomu�� SPECIFICATIONS ����mm m��o�°� PART 1GENERAL 2.2 Materials 3,2 Preparation 1,1 Section Includes A.Sound-deadening boards:Homaaoto A.Follow manufacturer's instructions byoopasd' . A.Sound'deodoning000uotical flooring 44USuundBurriet4;physical properties ing and allowing Hnmoante44O8uundBmrriar� systems. as follows: tobn exposed to environmental temperature 1.Thickness: 1/2 inch(13mn).S/Oinch and humidity conditions for not less than 24 1.3Referenc*s (10mn).OM inch(1Qmn). hours before start ufinstallation, &ASTh1E84-test method for surface 2.Density:2O-28pcf(41O-448kg/cubic B.44OGoundBamerO panels must bn installed in burning characteristics ofbuilding n). ` a clean,dry condition.DO NOT INSTALL WET materials. 3.Tensile strength:45O'7OO psi(3,1OO'4. PANELS.It ie essential 0z make every effort 0o B.AGTIAD1O37-test methods ofevaluating 830kPa). prevent water from pundingun installed pan- properties ufwood-baoofiborondpartio|e 4.Hardness UankaBa|U:2O0|ba.(1O4hQ). o|u.44OSoundBunier,'panels must be1hor- pane|mataha|a 5.Water absorption by volume;/VSTND ough|y dry prior to closing|n the structure, 1037: 1.4Submittals a2 hour immersion:5percent 3.3 Installation A-Submit under provisions of section 01O80. maximum. A.Follow manufacturer's instructions for B.Product data:manufacturer's catalog data, b.24 hour immersion:15percent cutting and installation ofHommaote44O detail sheets,and specifications. maximum. GoundBorherO. O.Quality assurance/control submittals: 0.Expansion,5OtoA0 percent relative 8.,Over wood aub-floom:use 44OSound 1.Manufacturer's installation instructions. humidity:O.25percent. Barrier': 7.R-vm|ue: 1/2 inch 1.2(0.O21).5/Dinch 1.Apply 4byO foot(1.210x2.43On) 1.5 Quality Assurance 1.83.3/4 inch 1.4. panels on approved oub'f|ooring. &Manufacturer's qualifications: 8�Flame spread:Class III(or q. 2.Using all approved AH\sub-floor adhesive 1.Minimum 10 years experience in Q.Noise reduction coefficient:U.2O. meeting AR«-AF8'01 specifications,apply o producing sound-deadening boards 3/O inch bead cf adhesive.Holding back nf the type specified herein. 2.3 Accessories 3/4 inch from panel edges and inan"X` &Adhesive:ARAAF6'O1 approved. pattern within'tho field uu shown inthe 1.6 Delivery,Storage,and Handling B.Angular thread nails:length aa required to "nailing and adhesive pattern." A.Deliver materials in manufacturer's original penetrate a minimum uf3M inch(1Qmm) packages. into sub-floor. B.Inspect the materials upon delivery to E.Gunews: assure that specified products have been 1.Coarse thread drywall type wood screw, received, length oa required to penetrate 3/4inch l L-----J 0.Report damaged material immediately (1Omm)into uub-800c --------»�------ ----^1--- to the delivering carder and note such damage un the omdorh freight bill of PART,3GXECUT|QN ' N � lading. 8� Examination ' l D.Store materials ina dry place,indoors, A.Examine substrates upon which work will ======= nron raised platform protected from be installed. O.Allow 8/1G inch(4.7mn)space oL panel joints, weather damage. B.Verify framing member spacing complies and O/B inch(9.5mn)space along walls and with manufacturer's requirements partitions. PART PRODUCTS depending on substrates and installation 4.Use proper length ring shank nails or 2.1 Manufacturers methods. screws to penetrate sub-floor material A.Acceptable manufacturer:Homaeota C.Verify environmental conditions are, ` 3/4 inch minimum(1Smm). Follow nailing Company,PO.Box 724O.West Trenton, and will continue to be,maintained in pattern indiagram. NJ08O28'O240;A8D.Tel:000257' accordance with manufacturer's 5.|f omitting adhesive,panels must benailed 8401.Fax:(8O08O8'8497,Internet recommendations. nr screwed 0 inch o.o.along panel edges addrena:h8p:0mwvxhom000te.com; D.Coordinate with responsible entity to and 10 inch o.o.throughout the fio|dofthe for local rep contact:Sweet's Buy|ine perform corrective work onunsatisfactory board. 1'800-892'1105(#8878). substrates orconditions. 0.Hold back nails or screws 3/8 inch(9.5mn) B.Requests for substitutions MiUbo E Starting work by installer ia acceptance of from panel edges. considered in accordance with provisions substrates and environmental conditions. of section O18UU. 3.4 Adjusting and Cleaning C.SubaU\obona:not permitted. A.Replace panels that cannot berepaired. D.Provide all sound-deadening boards from a single manufacturer. homasoteCOK8PANY, Box 7240' West Trenton, NJOOS28'024U. Phone: (800) 257'9481. vvvmwhonn000te.00nn^| ' PRINTED ow RECYCLED PAPERv�, 440 0 SoundBarrierO r r g 'Ar rWations . • . As.semblies Assembly -=� Carpet Pad -� - 1/2"440 5t8"CDX Sq 1I2" 3t4" T&G Plywood a SoundBarrier° Edge Plywood 440 Sound 61/4" ��' ar 117/8" TJI Pro �, Barrier° Insulation �i ' TJI®/Pro 260 150 Series ' h 5/8" 91/2"Deep t Resilien � (2)1/2" Channel Gypsum Resilient Type C ' Channel �� Gypsum 1/4" Assembly With Carpet and Pad Plywood �. ' s .� Vinyl I i STC 50 IIC 71 _ ! `.- 1/2"440 i 314" -" m., SoundBarrier° T&G Plywood -- T "s �pjslfle Mineral and Fiber Boards Fire Resistance 61/4" - �a 11 7/8" Classification Design No.L547. Insulation ; " - TJl/Pro 250 AvL US See UL Fire Resistance Directory ti Resilient 5/8^ "���. �� � �,. Channel <� — Gypsum UL FIRE RESISTANCE RATING DESIGN NUMBERS L501 L502 L503 L504 L505 L506 L607 j . L508 L509 L510 L511 L512 L513 L514 Carpet L515 L516 L517 L518 L519 L520 L521 ,i Pad 3/4"440 11 L522 L523 L524 L525 L526 L527 L528 314 u .>- jjjO SoundBarrier° l L529 L532 L533 L534 L535 L536 L537 T&G Plywood - � 11 7/8^ L538 L539 L540 L541 L542 L543 L544 a i s i/a" IT- TJl3/Pro 250 L545 L546 L547 1_548 L549 L550 L551 Insulation ti �L552 L553 L555 L556 L559 Resilient 5/8" Channel �__ Gypsum a ag �R �"� Laminate Floor Carpet 5/8"CDX Sq. 4 "s `3 4 Pad Edge Plywood c 1/2" 1/2"440 TJI Pro r� ` >r 440 Sound 3/4" + - T&G Plywood t SoundBavierl 160 Series l Barrier' 16"Open Web 91/2"Deep 6 3/4" \ Truss Joist (2)1/2" Insulation 4a: Resilient _ Type C :~ L fig, Channel Gypsum Resilient Gypsum UL L547 Channel -tom r 3/4"T&G Hardwood Strip Flooring 1/4"Plywood Vinyl 3/4"T&4 t . .. "1/2"A40 .. 1l2"440 Piywoad 3/a T&G SoundBarrier° „ ,, , ,s"�.� SoundBarrier� .. 6 3/4" 1 Insulation ' k � 18"Open 18"Open Web Joist Insulation' - - ; Web Joist Resilient 6/8" r Channel a --� •� Gypsum Resilient Channel Gypsum r Wood Floating Floor Carpet 3/4"T&G a` _ Pad - Plywood ,�" 440 _ . : 1/2"440 3/4" SoundBarrier° 16"Open '` r' SoundBarder° T&GPI ood Web Joist----- i " ' et 16"Open Web ,,WN Resilient Resilient 5/8" Channel ' : ; s _,. 5/8" Channel ~- �- Gypsum ~- Gypsum UL L528 NAILED 8"O.0 UL L528 (See page 3 for an explanation of STC and 11C Ratings) 2 CALL TOLL FREE 1-800-257-9491 IN NJ 609-883-3300 Flooring Applications 440 SoundBarrierO Sound Ratings Acoustical Floor Systems (11C) impact insulation Class Single-number rating that indicatesSound Control te amount of impact noise isolation provided by a floor/ceiling assembly. for Quiet Living TM The higher the number,the quieter the floor/ceiling assembly. (STC) Lightweight Structural Underlayment Sound Transmission Glass Single-number rating that indicates _ the sound transmission loss of a- I A Pure"Green" Bonus partition or ceiling system between ( Environmental regulations and"green"initiatives adjacent closed rooms. i are no problem with 440 SoundBarrier,the only STG Ratings I structural wall board made from 100 percent 25 Normal speech can be understood 1 post-consumer wastepaper,with no harmfull additives. quite clearly. ' 30 Loud speech can be understood Codes and Evaluations fairly well. F.H.A.-Materials Release No.930e&1150d 35 Loud speech audible but not ICBO-Report No.1016 intelligible. i SBCCi-Report No.9590C 42 Loud speech audible as a ' CCMC-12735-R murmur_ ? 45 Must strain to hear loud speech. Sixes{a(I nominal) 48 Some loud speech barely audible. Weight 50 Loud speech not audible. 440SoundBarrieris the perfect sound-control Thickness Sizes lbs./sq,ft. underlayment forhardwood,laminate,ceramic tile,carpet and almost all finish flooring. 1/2" 4'x 4',4'x 8',4'x 10' 1.2 5/a 4'x 8',4'x 10' 1.5 New! Tile-approved 440 SoundBarrier® A lightweight,structural sound-deadening 3/4" 4'x 8' 1.8 material with excellent sound-transmission Otherses available upon request. 4�}fl SoundBarrier has rz and impact noise reduction properties, been approved'by I M 440 SoundBarrier has been independently Specifications the Tile Council of tested by NVLAP-certified laboratories to Density,Ib./ft a.....................................26-28 America as a direct provide proven sound reduction under Tensile,parallel to surface,psi(min.)450-700 hardwood,laminate and other sound- Transverse M.C.E.,psi , .........n.)50-1000 underlayment for ceramic projecting flooring. file In light Commercial and Hardness,lbs.(min.)(Janka ball).............230 Superior to lightweight concrete or mem- Water absorption by vol.(max.) residential applications: brane systems-yet competitively priced-- (2 hrs.immers.)..................:..............5% • Office Space the 440 SoundBarrier advantages include (24 hrs.immers.).............................15% • Kitchens on-site installation by carpenters,which Expansion from 50%to 90%(max.) • Reception Areas saves time,labor and jobsite scheduling. rel.hum........................................0.25% R-value..............1/2",1.2;5/8",1.33;3/4",1.4 • Bathrooms Proven Results Noise Reduction Coefficient...................0.20 See Report#TCA-053-02(A)for 440 SoundBarrier-time-tested in millions mortar and thinset requirements. of installed square feet—is compatible with Flame Spread...................................Class 2 most floor systems and UL•fire-rated in (Flame Spread Table on Page 11) most L-500 series floor-ceiling assemblies. 440 SoundBarrier floor-ceiling assemblies are ideal for commercial and multi-family construction where sound-control is critical. See Homasote Floor systems,section 03540;Roofing Systems,Section 07220 3 M 0 1 sg�ffl' Elt 4, Acoustical Wall Systems 1 New! Decoupled N, M� gl Wall Systems ir Control Through-The-Wall Sound 4 ° Al z€ •Achieve an STC as l high as 66 with a ° double wood stud ' • DoubleWoodPartition 41 1 partition system. Decoupled Wall System (STC 66 Illustration) I 2"x 4"studs 5/8"440 Sound •Achieve an STC as Barrier®attached high as 51 with a directly to wood decoupled metal 2layers 31/2' studs on both sides Mineral stud partition system. sulat on Wool i 1l ' a (STC 51 Illustration) 5/8"gypsum wallboard N decoupled and 111 2"x4" •Create quieter wood plates attached directly to 440 Sound Barrier® conventional 1"space on both sides;not studs two-layer wall between s° systems with 440 SoundBarrier. Conventional wood stud wall systems STC 51 Metal Stud Wall with two layers of I,. gypsum have an Decoupled Wall System STC of only 40. Use 440 SoundBarrier 3 5/8"light gauge 1 1/2"440 Sound Barrier' attached next to studs to metal studs t' spaced directly to metal ; .^y raise the STC to 45. 16"O.C. ; ( studs on both sides [Source,National ,.,1�1 i , Gypsum Company 5/8"gypsum yp p Y 31/2" r �1 ;� wallboard decoupled tests Mineral Wool ] t and attached directly insulation (STC 45 Illustration) insulationto 440 Sound Barrier'on both sides;Not to studs 440 SoundBarrierO Control through-the-wall sound by installing 440 SoundBarrierl and gypsum in a decoupled wall system along with mineral wool insulation. Depending upon the wall assembly,an STC as high as 66 can be achieved. STC 45 Wood Stud Wall Using decoupled wall assemblies along with 440 SoundBarrier flooring 1/2"440 sound underlayment creates an envelope of Quiet LivingTM in any room. 2"x 4" Barrier attached wood studs directll y to wood stags on both sides •Economical sound control panels for standard and complex wall systems spaced •independently tested and certified results with sound transmission ratings 16"o.o. �. �� 518"gypsum board P Y 9 { (STCs)we proudly publish and stand behind attached over the 440 Sound Barrier• on both sides Don't just take our word for it eiiie- Certified NVLAP laboratories,and not in-house labs,have tested the sound-control properties of 440 SoundBarrier in wall systems.No 'Decoupled:440 SoundBarrier screwed to studs.Gypsum installed onto staggered studs or resilient channels are needed with 440 SoundBarrier, 440 Soundblarder,not to studs. 6 CALL TOLL FREE 1-800-257-9491 IN NJ 609-883-3300 . . Material Safety Data Sheet U�� Department sfLabor May ba used bo comply with OSHA'sHazard Occupational Safety and HeaUbAdrnin�tn��n ConnnmunicoUonStandard, 2Q (�FR1Q1O13OU. /Ndn'K8ondotor Form) Standard must be consulted for specific Form Approved requirements. OMB No. 1218 OO72 Homalsotee Company IDENTITY (as Used on Label and List) Note:Blank spaces are not permitted. If any Am is not HOMASOTE BOARD* RECYCLED applicable or no information is available, the space PAPER (CELLULOSE) FIBER must be marked to indicate that qA _Deck, Ice Deck Section I Address(Number,Street,city,state and ZIP Gode) I elephone Number for Information P.O.BOX 7240 609-883-3300 WEST TRENTON, NJ 08628 (off lower ferry road) Date Prepared Signature of Preparer(optional) Section 1111—Hazardous Ingredients/identity Information Hazardous Components (Specific Chemical Other Limits Identity, Common Name(s)) OSHA ACGIH Recommended % THE FOLLOWING COMPONENTS MAY BE SUBJECT TO ANNUAL REPORTING. SEE SECTION 313 OF TITLE 111 OF SARA Copper Compounds less than 0.1% Section III—Physical/Chemical Characteristics Vapor Pressure(mm Hg) NA Melting Pojnt NA Vapor Density(AIR=1) NA Evaporation Rate(Butyl Acetate-=77— NA Solubility in Water A grey board comprised Vf interlocking paper fibers, odor—none NA I NA I NA NA —Extinguisfimg Media Water CO2, Sand Special ire Fighting 11roceaures Self-contained.breathing apparatus recommended. Unusual ire and Explosion Hazards Depending on moisture content, and`paiticle diameter, dust may explode. An airborne, concentration of 40 grams of dust per cubic meter of air is often used as the LEL for Cellulose Dust. Section V=Reactivity Data . Stability ns a e Conditions to Avoid Stable Incompatibility( a eria s to A yoi Avoid open flame. Product may ignite at temperatures in excess of 450 F. Hazardous Decomposition or Byproducts Thermal— Oxidation degradation produces irritating & toxic fumes and gases including CO and CO2 Hazardous May Occur on i ions o voi Polymerization Will NotOccur 37 Section VI—Health-Hazard Data Route(s)of Entry Inhalation'! Skin nges ion Yes No No Health azar s cue and Chronic) Dust can cause eye irritation and nasal dryness. Control dust per OSHA regulation 29 CFR 1910 for cellulose and particulates. Carcinogenicity NTP? IARC Monographs? OSHA Regulated? NA NA NA Signs and Symptoms of Exposure Eyes and Nasal lrritation,'Rash. Medical on i ions Generally Aggravated by Exposure Dust may cause eye irritation, nasal dryness& obstructions. mergency and Firsti roce ures If in eyes—Treat as a foreign object; If rash or persistent irritation 2 occurs get medical advice; If inhalation occurs remove to fresh air; If persistent coughing or difficult breathing occurs seek medical attention. Section VI1—Precautions for Safe Handling and Use Steps to Us I a en in Case Material is Released or Spilled NA Waste Disposal Method Dispose in accordance with Local, County, State & Federal Regulations. Precautions to Be Taken in Handling and Storing No special handling precautions are required. Other Precautions See sections VI & VI in regards to dust:, Section Vill—Control Measures Respiratory Protection pecr ytype) Wear a respirator approved by NIOSH if dust conditions exceed OSHA Rules & Regulations. Ventilatl Local x aus pecra on Recommended for sanding, sawing & . other machining. NA ' Mechanical enera er Recommended at the source of-any NA mechanical cutting. Protective GlIves ye ro ec ion Recommended for sanding,"sawing and other machining. Other Protective moining or Equipment or ygienic Practices No special practices required. Follow normal work/hygienic practices: (Reproduce locally) OSHA 174 Sept.1985 3 53.9 psf 70.1 psf 2.3 ft AT 3.0 ft Loading 1 Loading 2 Gable or Hip Roof ,��OF NEyyY c� ��r Archon Snow Loads INPUT DATA: Ground snow load=70.0 psf Type of Roof is Hip or Gable Roof slope angle=34.2 Deg. Importance Category=11 Exposure Category=B Structure is Partially Exposed Roof thermal condition is Cold Roof Roof is Just above freezing Roof surface is not slippery FACTORS: Exposure factor(Ce)= 1.00 Importance factor(I)= 1.00 Thermal factor(Ct)= 1.10 Slope factor(Cs)= 1.00 Unit weight of snow=23.lpcf Ground Snow Load=70.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof 53.9 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side=70.1 psf NEW A. s07�� � ~ Archwind 98 : 5 5 h 4 4 5 5 a a a a If Roof Angle is<=10 Deg.h=Eave Height otherwise h=Men Roof Height COMPONENTS AND CLADDING WALLS-CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref.ASCE 7-98,Equation 6-17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=34.20 deg Mean Roof Height=30.00 ft AREA PRESSURE(psf) Area=0.00 sf ——------—--------- Cp VALUES 4 MAX=14.56 AREA Cp 4 MIN=-15.80 --_-------.,—_------- 5 MAX=14.56' 4 1.00,-1.10 5 MIN=-19.50 5 1.00,-1.40 Velocity Pressure Roof, q=12.14 psf Dimension a=5.60 ft Exposure Coeff.Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coef.,GCPi=0.18 Topographic Factor,Kzt=1.00 Wind Direction Factor,Kd=0.85 fjf NEW tA A. 0,07 Archwind 98 : 3 2131312 3 ang 1 1 h 3 233 23 �a -k—a1—a-I- +a F COMPONENTS AND CLADDING GABLE ROOF-CONSTANTS USED GABLE ROOF Roof angle is between 30 and 45 degrees. Ref.ASCE 7-98,Equation 6-17 Structures less than or equal to 60 ft Roof Angle is between 30 and 45 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=34.20 deg Eave Height=30.00 ft AREA PRESSURE(psi) Area=-0.00 sf --------------------------- Area of Overhang=0.00 sf 1 MAX=13.33 Cp VALUES 1 MIN=-14.56 AREA Cp 2 MAX=13.33 ---------------------- 2 MIN=-17.03 1 0.90,-1.00 3 MAX=13.33 2 0.90,-1.20 3 MIN=-17.03 3 0.90,-1.20 Over Hang Along Area 1 VALUE=0.00 Along Area 1 Over Hang. 0.00 Over Hang Along Area 2 VALUE 24.68 Along Area 2 Over Hang -2.00 Over Hang Along Area 3, VALUE=-24.68 Along Area 3 Over Hang -2.00 Velocity Pressure Roof, q= 12.34 psf Dimension a=5.60 ft Exposure Coeff..Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH- use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coe£,GCPi=0.18 Topographic Factor,Kzt= 1.00 Wind Direction Factor,Kd=0.85 A of NEGy ` r ArchWind 98 : Wind CASE A 3 GABLE Any Height Direction A 1 > B tngw- 'A -> L �2H �CASE B —� > 1 2 > T I Plan 3 Elevation AVERAGE WALL PRESSURE: For overturning calculations. WALL LINE PRESSURE AND HEIGHT ABOVE GROUND ACROSS WALLS 1 AND 2 LOAD=243:72 lb/ft HEIGHT ABOVE GROUND= 10.6 ft ACROSS WALLS 3 LOAD=200.56 LB/FT FIGHT ABOVE GROUND= 10.5 ft MAXIMUM ROOF LOAD MAX POS=10.00 psf MAX NEG=-11.55 psf A. NEW it 1 ArchWind 98 : CONSTANTS USED Kz at Top of Wall=0.62 q at Bottom of W41=10.05 psf Dim Perp.to Ridge=56.00 ft q at Top of Wall=10.93 psf Dim Parallel to Ridge=146.00 ft Cp at Bottom of Wall=0.8 Roof Angle=34.20 deg. Cp at Top of Wall=0.8 Mean Roof Height=30.00 ft TREATED AS LEEWARD SIDE Wall Height=20.50 ft Kz=0.70 Max Height of Openings=0.00 ft q= 12.34 Gust Factor Walls 1,2=0.85 Cp=-0.50 Gust Factor Walls 3=0.85 TREATED AS SIDE WALLS Gust Factor Roofs=0.85 Kz=0.70 Wind Speed,V=90.0 mph q= 12.34 Exposure Cat.=B Cp=-0.70 Importance Cat.=2 Internal Pressure Exposure coef.,Kzi=0.57 CONSTANTS FOR WALLS 3: Internal Velocity Pressure,qi 10.05 psf Internal Pressure Coef.,GCPi=0.18 TREATED AS WINDWARD SIDE Topographic Factor,Kzt=1.00 Kz at Bottom of Wall=0.57 Wind Direction Factor,Kd=0.85 Kz at Top of Wall =0.62 q at Bottom of Wall=10.05 psf MAIN PRESSURE EQUATIONS ARE AS FOLLOWS: q at Top of Wall = 10.93 psf Cp at Bottom of Wall=0.8 P=qGCp-qi(GCpi) Cp at Top of Wall=0.8 or P=qGCp+ql(GCpi) TREATED AS LEEWARD SIDE The worst case of the above are used. Kz=0.70 If any component across the walls is less than q= 12.34 10 psf, 10 psf is used as a minimum pressure. Cp=-0.27 Constants are described as follows: TREATED AS SIDE WALLS qi,Internal Velocity Pressure Kz=0.70 q,Velocity Pressure q= 12.34 Kz,Velocity Pressure Exposure Coef. Cp=-0.70 Cp,External Pressure Coef. Main wind force resisting systems are based on CONSTANTS FOR ROOF: ASCE 1-98'Section 6.5.12.2 Kz=0.70 CONSTANTS FOR WALLS I AND 2: q= 12.34 psf Cp values vary and are based on TREATED AS WINDWARD SIDE ASCE 7,fig.6-3 Kz at Bottom of Wall=0.57 ,r HE kA A. ON 2 ArchWind 98 : Structures of Any Height Main Wind Resisting System WALL PRESSURE OUTPUT(pst) WALLS I AND 2 HEIGHT WINDWARD LEEWARD SIDE ABS WIND+LEE(NO Internal) -------------------------------------------------------------------------------- 1 8.6 -7.1 -9.2 11.1 6 8.6 -7.1 -9.2 12.1 11 8.6 -7.1 -9.2 12.1 16 8.9 -7.1 -9.2 12.3 20 9.2 -7.1 -9.2 12.7 WALLS 3 HEIGHT WINDWARD LEEWARD SIDE ABS WIND+LEE(N0 Internal) ------------------------------------------------------------------------I- ------- 1 8:6 4.-6 -9.2 10.0 6 8.6 4.6 -9.2 10.0 11 8.6 4.6 -9.2 10.0 16 8.9 4.6 -9.2 10.0 20 9.2 -4.6 -9.2 10.3 ROOF OUTPUT PRESSURES(pst) DIST FROM WINDWARD EDGE. POS NEG 0.0 TO 15.0 10.0 -11.5 15.0 TO 30.0 10.0 -11.1 30.0 TO 60.0 10.0 -11.1 60.010 END 10.0 -11.1 of NEW cs "A. 2 SEISMIC REVIEW SUMMARY PROJECT:AFTAB Bhatti—Econo Lodge LOCATION: 543 Aviation Road Queens bury,NY ZIP CODE:12804 ITEM BCNYS BCNYS Value Code Section Page No. Site Class Table 1615.1.1 317 (Default to site class D) D Section 1615.1.1 316 S. (short period) .34 Figure 1615 (1) 318 S, (I second period) .10 Figure 1,615 (2) 319 F.(site coefficient-short) 1.4 Table 1615.1.2 (1) 320 F,(site coefficient-1 sec.) 2.4 Table 1615.1.2 (2) 320 S.a(short period adjustment) .476 Equation 16-16 317 Sm, (I sec.Period adjusted) .24 Equation 16-17 317 SDs(short period) .317 Equation 16-1-8 320 SDI (I sec.Period) .16 Equation 16-19 320 Seismic Use Group I Table 1604.5 287 Seismic Design Category B Table 1616.3 (1) 324 (short period) Seismic Design Category C Table 1616.3 (2) 324 (I sec. period) SEISMIC DESIGN CATEGORY This category determines (most severe of above two) C the design analysis and whether MEP systems must be braced. Analysis Procedure Used 1617.4 Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural C Section 1621.1.1 & 345 Mechanical NR Section 1621.1.6 347 Plumbing NR Ditto 347 Electrical NR Ditto 347 F:\DataFi1e12001 Projeeffiles\01-077 Matti ono Lod uctura1141077121,803 Seismic Review Summary doc ,,r,rjf N�EW A. 1b .07 Job.Site Address; 545 vt t oufr� N Date: Nam,,vy4 lb ,2W3 T Y Owner: ��� �� (Ste,) 8{+W i Application No, File No, WINDOW SCHEDULE Window Window Mfg. Window Unit or {prxgrI R`NearyClear i �,a{ Special Hardtivata;of Number or Name Model Stack tg �flpmng� GlasSlUrs�b7 ie�nGfd1gresClar, Openrng FCOeuingezgt Instrucgons' Letter on Y' 9 CiF i!ri d� 4tG� ft f7�6 fir!7 Tr ur�F h p�1t1 n P Or Type NumberI1" I a � , , Gy k ,3�50p�nrng r idkh In In na e$ ` �Plan Call Size ......4v,Y,,,j r�'C a1.irf 1�5 {,e I �I " 1 � ( r� a s 1 k S r to f E�`�`sw C 7°y�.."5 r �t .�,.�f. t G� ,w���� >' t -����xY� i nn2ih4 Slrit dit 22� t-to �gu 5t 5 1'� i 5t2& Z +tsN t� ,W it It b ct K �23 l!lo'�p 4t-5 �tPp9 ��vd-; °1:i3Ozo NA- THIS LINE BIAS EXAMPLES OF SAMPLE ENTRIES �,:.� A•,� ,,�¢A�ndersep .:Y;, +«��.�'., r,�' .t t� +�'*.uv r,u p.�,.w> iKt �.�i >?,.� �;�,` � 1�.,�� /�-.,•tilh'itrlt.,n� .I. �"r a��'k rr��Yl�'eJ/ +r��"r�lt rpt N�.o .� 5�, e ,.�!;cy"'�.,��. 1..� i 7. r,� ��i i. h y�ktt�".�Q ,� ''��1 rye y�, •h-. r,p. �a 1"s ar �.h �.t,��fro +�N t�. 4 ! ,." a� 9,., � ,'<' «4f�'Q�1� ;.4r ✓M� r.° �'�.G 'YJx�t�a''�"'•� sr" %S���: ;yt� �`?'��`? C� .,�Si"�'l��aa, " ?� ;'��h 9���' n.',Rc���s,�,�:r' >j{�,3?�,'C° ,. f� ;'=,q�Vi g 4 it "� �;�,�; g' ;,�Y�tq ti, ri �Y"';yce kI'nar { ¢��1� ��,X�,�'�,]'t�n 9Y (+^ �Y �, A��r n1 Sb`xyXY YK�1 rY{+� .t {' i'�y��,,.�� [ ;t H�i^ �• ':>Z[�., �,{�V�3lYs 1{v�r+. ,t y �i .'45n•W �.V,F4:ul,',.. :f'�f+do`►Sw ,�•�,t�Y. ., �'�c.�"�{ti�err ,�''Y�,��G F,nvm�,y� ..+Y.i�,„�y Y.��'�'���' ,t�:t«i�au � .�cr m���ii!Y�:f...,- '4unk�M S r�e'��.� M S'�§ ;5�# L.ISueHemingwayTuilding.Permit.FORMS�Window Schedule-doe � {I N Job Site Address; 543 Avl"' ©AV �u ' +� , Date; Neu, I&I 26a,; Owner; 5 S e ri Application No, File No, 01 Building Permit— Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements g Habitable Area of Req,Light Actual Req,Vent Actual Sq.Ft. Remari s Room - Room 8%of Room Light x 4%of Room Vent Opening for t in Area Square Area Square Egress Square Footage Footage Feet , tEM E,80 HAS VmT ^- `t,33 x2 (isr rut, 1 18,20 �1-4n 1�F5� ��to� ! a IW A Avr Ds ZPA 1�1 t 14,4o C20 IWA+JwiY 11 "; 1b1 14,40fB� Cj "�b2¢ 1P�r50. t, oft G/Gr UvYt'ts cot Z"I"s 33io Z? I 3 list Fuze - �n��q� i ��4 �� b Nik Ktmct Cam x L:1SueReminpvaRuilding.Pernut,PORMS%at.Light,Ventil,Calculation.Sheetdoe Y SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS ' Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section:1615.1.1 316 SS (short period) , 3' Figure 1615(1) 318 S, (I second period) /p Figure 1615(2) 319 Fa (site coefficient-short) 11 4- Table 1615:1.2(1) 320 F, (site coef6ient-9 sec.) 2 e 4- 'Table 1615.1.2(2) 320 S,,S (short period adjusted) Equation 16-16 317 SM1 (I sec. period adjusted) 0 24 Equation 16-17 r 317 SDS (short period) .313 Equation 16-18 320 Sp, (9 sec. period) I b Equation 16-19 320 Seismic Use Group X Table 1604.5 287 Seismic Design Category. A Table 1616.3(1) 324 (short period) Seismic Design Category Table'1616.3(2) 324 , (I sec. period). SEISMIC DESIGN CATEGORY This category determines the .(most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To 1p 1,u Section 1621 345 Seismic Design Requirements: t(v`2�o 1 t�, Architectural Section 1621.1.1 & 345 'Mechanical C Section 1621:1.6 347 Plumbing M.P-- , ditto 347 Electrical A)1.4 , ditto 347 A}, A , �i.i,•ts� N� s�ibiutC, �4-c.E,ur.�t-�.-z.� / �m L-tin1� ��� i" 0 iaV6V t,�� I'�2,vn�ekl�t, h1t�iw�. �- �.� , t ,.a 3nYrti 4+• IMovmv'In JAM t,KA Me e�� CAL't, N�jtv�-�►-,' Page 10 of 10 .a Nov 19 2003 15:49 P.02 Window dimension PSF P,V.C. HUNG GOLD 081 JEW be MAMb DOit UNIT McWo impedal Meft Imperial Glass Vent VWdt4 Height Ctei�r Code Width Width Height Heipht (Sq,Ft.) (Sq,Ft.) ' Clear ' Clear opening . � 0 li7 4 1 935mm 3 3.3E t i2 is Mr 12 102 1lf17 SdQnnm it1 GQ" 1Q$6mm 40311C 3 1 157417 14118" 188 1821 BDOmm 2110/8" 1240mm 46 7/8", 4.74 2.12 15 7/8"` is IMF 2.12 1823 1fb0mm t 4le 1340mm 52 31C 5,1 230, 15 7W 20 IA-_ 2.38 182A l mm 21L 1448mm 56 7/1f 5.86 2,50 18 718" 22118" Q,60 1577 ba0mm 218/8" 1 8 m 60 7!&" 2.83 15 74" 2411E" 2.E3 fen 5mmm 21 Q/8" 1646mm .64 314" . 6.54 . 3.06 16 7/8" 26118" 3; 00 1 1 680Mm 21510" 17 mm 88 7/8" 7.01 3.30 15-T/8" 281t8" 3.M 2016 85Cmm 26818" 43 mm 36314`' 4:20 1t.713 20.71d" 12118• 1.78 2017 8b0mm ZB S/8" 1035mm 40 314" '4.75 2.0 5 20 T/e" 1414E' 2.06 2021 m 28 1240mtmt 48 718" 6.5g 20 718" 19118" 1 2.83 2023 850mm 28'.!/8" 1340nmm 62 314" !l.Mt 2.82 20 779" 20 118' 2.22 2=1 25 M. 1444M 54 7/ 7.02 20 7/8 118" 3,21 2027 1i147mm 25 d/8" '. 16�Idrnm 80 T/8" 747. &W, 20:7/8" 241/8" 3.60 2021a sw mm 25 618" IRS= 64 3/4" 8112 3:713 20 716" 28 118" 3.79 20M 8110mm 28 8/3" 17ftwi Be 7/8" - 8.70 4,0# 20 718" 2111t8" 4,09 2416 ?wmm 2912" 83Smnt 36 3!4" b102 2.03 24 314". 121/8" 2.08 2417 780mm 29,112!' 0381nm 40 3f4" 24 3f4" ltr 2.43 24Z1 750mm 28112" ISM. 48 7/6' 7.03 3.42 24 3/4" 181/8" 3.12 2423 76Q1mm' 24 0 134MO 52 3/4* - 7.54 3.4624 314" 0 18" 3. 2425 760mm 241/2" 1449mm 69 7/8" .8.39 3.80. 24 M7 22 1113" 3.80 46 2� 780mm 20112" 1'J451t1m 80 7/8"- 0',05. , 4.1 44314" 24178". 4,15 2720 750mm 241/2"` i845rt1m 84 3/4" 9.71 449 24 314" 38•it8" 4.41} 2431 750r»m 20112" 1 69 7/9' 10.40 4A3 24 3!4" 118" 4.63 2815 865mm 33 0!8" 83dmrn 36 3/4"_ , . 6.a!! 2.43- 28 T/8 . 12118" 2:4$ 2$17 m 33 iQ„6m11fl► 4p 3/4" 8,65 83 28 7/4" 14118" 2.83 28Z1 855mm. 33 918" 1240w, 48 7/8' 824 Aft 28 70 181l8" 3.&9 2823 8b5mm 33 Q/9" 134pt11m 82 314" 9M 444 29 7/8" 20118" 4.04 2826 665mm 33 81d" 14 5mm dd 7IIS' 9,52 4.44 28 718" 22 IN' 4.44. 88Emm 33 918" 1545tmnmm 80.718" 10.60 4. 23 718" ;K 11W 4.34 2824 Mftm 33Na" 1O mtt1 .343/4" 11,37 b.24 2S? " 28118" 624 2$31 3 8" 17i10mm. $8 7 12,18 5:84. 28'fir 28 M 6.64 3215 9%mm 37 S18" 833mm 38 3/4" 6.70 2.77 32 7/9" 17# " 2.T7 3217 Oftm 40 3/ !' -7.58 112 3270, 14 Us" 3.22 3221 48 nm 37 8/0" 1240mm0000,4B mr 9.39 4.14 32 7/A" 19118" 4.14 3it23 85;3mm 37 wall134 52 MP10;27 M_ 92 7 201 4,d9 -3225 9t10f M 37 6/8" 1445mmm S6 7/8" 11.19 8,08. 32 Fir 221ir 6.05 347 9 37 618" 1646mm 90 7/8" 12.07 6,51• 32 7/$^ ,2411E" d,51 3228 968mm 37'd/8" 1Bb6Min B43/411 12.06 6,99 32 Mr 28 1/11" .5 3231 466mm 37 SM" 1 T60mm e8 W 13,88. 4,42 32 T/B" 281 .4 Be 000Joo. 2 1 2Qtt2/07/23 m.J.V, .- DRAFT DOPY (3/21/03) CHECK1,1ST NYS BUILDING CODE(BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS.FUEL GAS CODE(FGC) Date: 11 NYS ENERGY CODE(ECC) Reviewer: Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES NO. Topic Code Page Required Actual Section No. or Allowed I Jurisdiction BC-101.2 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75Rule) BC-403 36* Atriums BC-404 37 8 <Basembnt Definition BC-502.1 71 (See page 8 of this check list)' Legend: NR=-Not Required NS = Not Shown NA.= Not Applicable Note: Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights& Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Z1 BZ L Mezzanines BC-505 73 10. Sprinkler System (water) BC-903:E;E,;;_6 _2_,OD 168' Basement Sprinkler 170 Water Source Sprinkler 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits. Area Modifications (cald.) BC-506 74 Height Modifications BC-504 73 i 12. Height&Area Summary: Ht/Area HtfArea Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75, Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FG-503.1 29 (150'rule 31 Lb�vtm I- R64 Fe- 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible Distance separations are doubled if tire fighting water is not available (FC-508.1.3). NOTES; JAM Page-2 of 10 Or No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidegtal Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Proteefives BC Table 714.2 101 01 Fire Blocking BC-716 107. rg Draft Stopping BC-716.3 108 10""Space 2-95 /V, AR Min. Rm. Dimensions BC-1 207.1 251 Min. Ceiling Height r BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1 202.1 249 18. Light(Nat. or Mech.) BC-1204.1 250 /o&qj-z.j at la 71 19. Exits "Remo"00 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC TableI005.2.2 224 3 Stair Enclosure BC-1 005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1.004.2.4 .220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1 004.3.2.2 221 Capacity of Exits (talc.)- BC-Table 1003.2.3 202 rX BC-TablelOO4.3.2.1 222 0 C rTidor Wall Fire Rating Corridor Dead End BC-1 004.3.2.3 222 lve-e-p 2 Door Width BC-1003.3.1.1 -208 Door Swing BC-:-1 003.3.1.2 208 Panic Hardware 9C-1 003.3.1.9 213 20. Stairs Riser BC-1 003.3.3.3 21313 /V Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BG-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 bC- 16D3;3,2-,/?— .2 0- to Lo Bcn JAM lVa Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed- IM Structural. Snow,�oading--Ground BC Fig 1608.2 .296 Snow Loading—Roof(calc.). ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291, Balcony Loading BC-Table 16.0741 291 Wind Loading (calc.) BC-1609 297 Roof Wails Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BCA 805.2 398 22. Interior Finishes BC Table 803.4 161 23, Swimming Pools BC-3109 629 �??C 24. Sun Rooms BC Appendix I 693 25, . Electrical Exit Lights,or Signs 5CA003.2.10 203 Emergency Lights BCA 003.2A I.2 ' 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC4104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance 8C-1105.1. 239 #of Sleeping Rooms BC-Table-1107.6A.1 241 #of,Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 ervice Counters BC-1109.12.3 -246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 ([Notes: 7.- SPECIAL INSPECTIONS BC-1704 379 t��lic�L a�c f ACA:- 3Y`' ' v`l-I�i�I JAM `�7 Page 4 of 10 41 No. Topic Codes Page Required Actual Section No: or Allowed 28. Fire Protection Equipment CentrjI Station Monitoring FC-901.9 52 ac Sprinkler Systems PC-903 55 Other Extingushing Syst. FC-904 59 J kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+ZoVeS FC-907.4.1 cW-9 72-7.3 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73- Smoke Control FC-909 75 Smoke Vents FC-910. 82 Fire Pumps FC-913 85 �Gsetne�l� FC-903.t,lo, i S(� 29; Plumbing Code Fixture Count _ { PC-Table 403.1 21 Q Al�Cln{ �l�JniGtr j S$N/Lt�;,,k Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC,603.1 33 Pipe-Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe,Freezing PC-305.6 14 ,Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A 'UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63, Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 . 55 Confined Spaces—Def. OR/ M/�C-202 5p��,�. �.► 1iT M�` 1,-,-- 6Vj4r `°fir (A-err i--r -eA 31. Fuel Gas Code Appliance Location FGC=303 18 _ Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Flg. 603.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented,Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit . ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47- HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: ` tom + SNOW Uied o Ze 67J cJCv JAMD �Gt�J�6z.�,tJ� �tJ Frc,�a�J�j page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REOUIRED FOR XCOMPLETE CODE REVIEW. 1. Area 1perease Based Upon Frontage And Sprinkler Increase. Frontage'Increase: if= 106(F1P-0.25)Mt= Answer in % 30 Note: if= 75%when 4 sides accessible&_water available Allowable Area: Aa=At bj- + (&. .x l,)+ n,�x 1.1=Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE-.American Society of Civil Engineers) Pf 01CeCjP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above;Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct= Thermal Factor (BC Table 1608.3:2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) Pg= Ground Snow Load (BC Fig. 160&2)(Pg. 296) P$= CSPf= Sloped-Roof.Snow Load Where: PS=.Sloped-Roof Snow Load C$= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. 'Seismic.Calculations. (See page 10 of this list) 6. COMCheck.calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the.building at exterior walls.Where the,finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between'the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggre I gate floor area of not more than 113rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the rare area, aggregate area). 10. SMOKE BARRIER: A coritinuousm' embrane,-.either vertical or horizontal, such as a wall.- floor,or ceiling assembly, that is designed and constructed'to restrict the movement of smoke. (Required to have a'1 hr fire rating). 11. STORY,ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that.a basement shall be considered'as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 503/6 of the total building perimeter or 3. Moro than 12-feet above the finished ground level at any point. JAM Page 9 of 10 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith. Date: Nov 26, 2003 Re: Plan Reviews- Econo Lodge &Tractor Supply Dave: We reviewed the plans for the above projects.We highlighted the following areas: Tractor Supply 1003-963 Need sprinkler plans(required system) We have questions about the Dollar Tree space Fire alarm system proposed but not required—HVAC shutdown is still required I believe(greater than 2000 CFM) Econo-Lodge 2003-965 Full fire alarm system required—plan looks OK Full sprinkler system required—plan needs additions—canopy(front—combustible construction)requires protection—also have questions about stairwells to basement , FDC needs to be changed to 5"Storz with 30 degree down-tamed elbow(currently 2 V2" Siamese) Need two additional exit signs in basement(one on either side of door leading from hallway to large room) Need one additional emergency light in basement(enclosed hallway) Steve TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT 4 PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls,NY '12801-2935 745-7112 fax 745-8741 cell 796-5600 May 22, 2004 To: Bellevue Builders Supply 355-7190 500 Duanesburg Rd. fax 355-1489 Schenectady,NY 12306 Att: Peter Thane cell 365-2893 Re: Econo Lodge - Floor.Joists Installation, Roof Truss Repair, - Engineer Approvial Attached are some notes on.how trusses were installed as approved by your"engineer. As you are aware we need written documentation noting that the trusses as installed meet all design criteria and codes. This should be done by the Bellevue's Engineer and the certification documents returned immediately to my self with copies.for the Town of Queensbury, the owner and myself. Also attached is a copy of the shop drawing for roof truss I-1-5 which had Web member 8/19 partially crushed at about midpoint during the unloading process. The Contractor—Services Unlimited repaired this member with lea. 2"x 4"nailed to each side of the web member with# 12 nails staggered at 10" on,center on both sides of the truss. (8 19 -- 474#compression & 352 #tension) We will need written documentation for design approvial-of the repair for both of these items. Please call immediately and please do all you can to expidite this matter. This will be a requirement for a C.O. Sincerely yours; Peter J. Brown file Econo Lodge Bellevue Truss Repais 5-22=04 r cc; Econo Lodge, A.ftab "Sam" Bhatti, Owner 793-3700 543 Aviation Rd. Exit 19 1-87 cell 796-9898 fax 793-8678' Qpeensbury,NY 12804 William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, Queensbury,NY 12804 Town of Queensbury Building& Code Enforcement 761-8256 742.Bay Road Dave Hatin fax 745-4437 Queensbury,-NY Jahn O'Brien 761-8255 . Sandy Kruger 761-8256 . s 1Joe Truss Truss Type Qky PI y SAWWN OTEL CORP-R-RpOF JSAW WN H5 HIP 2 1 E15707 Bellevue Builders Supply,Schenectady,NY 12346 Job ReterenDo o ttonal 5,200 s Jan 16 2004 MiTek lnduslries,Inc. Wed Mar 0316:48.55 2004 Paga -0.7Q-B 9.1-12 16.0.0 2A•0-g 31-11.7 _ 40.0.0 47-10.4 56-0.4 56-1 •s 0-10.8 B-1-12 7-104 @•0.9 7-10.13 0.0.9 \V 7-t0.4 8-1.12 010-8 Scale=1:98.1 exlo 7.00 12 2x4 ll Sx6= 04 6 6 7 I @ ,�i 9 t 4x6-i 44 4x5 r r. 4 x 0 • a l 10 ce 3 9 11 aj 2 12 g r� 1Ox14t 21 1!Q 20 22 19 23 18 17 24 16 15 14 10x14 2x4 IT Bx10 M1120H- 5x8= 6x6= 4x5= 2x4 fi 6x12 M1120H= 5x12 M1120H= B-1-12 i6.0.0 24.0.9 31-if-7 40.0.0 AT-10.4 8-1-12 7-104 56.0.0 8.0.9 T-10.13 8.0.9 7-10.4 Plate Offsets X,Y: 2:0-2-12.Ed a. 5:0-6-12,0-3-8, 9t0-6-12,0-3-8, 8-1-12 12:0-2-12,Ed e, 19:0-2-12 0-2-0, 20:0-4-12,0.4-12 LOADING(psf) SPACING 2-0.0 CSt DEFL in (too) I/dell L/d TCLL 50.0 Plates IT 1.15 TC 0.59 PLATES GRIP TCDL 10.0 Lumber Increase 1.15 Veri(LL) 0.60 17-19 >999 360 Mtt20 1S9/123• TCLL 0.0 BC 0.59 Veri(TL) -0.6617-19 >999 240J' tt `a Rep Stress incr YES WT 0.88 M1120H 127/93 BCDL 10.0 Code ISC20001ANS19S Horz(TL) 0.26 12 n/a nla (Matrix)LUMBER Weight:333lb 7P CHORD 2 X 6 SPF 240OF 2.0E BRACING ) r a JT CHORD 2 X 6 SPF 240OF 2.OE TOP CHORD Sheathed or 2-10-13 or purtins. a WEBS 2 X 4 SPF No.2 'Except- BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. r 3-21 2 X 4 SPF Stud,5-20 2 X 4 SPF-S 1650E 1.5E WEBS 1 Row atmidpt 3-20,6-19,8-19,11-16 9-16 2 X 4 SPF-S 165OF 1.5E,11-14 2 X 4 SPF Stud 2 Rows at 1/3 pis 8-17 WEDGE t Left:2 X 8 SYP 2400E 2.OE,'Right:2 X 8 SYP 240OF 2.0E / t REACTIONS (lb/size) 2=4295/0-5-4,12=4309/0.6.4 �- ,tr t Max Horz2=248(load case 6) Max UpGft2=-191(load case 6),12=-191(toad case 5 a Max Grav2=5406(foad case 2),12=5419(load case 3) 57 �a q 1 $f(A FORCES (tb)-Maximum Compression/Maximum Tension 4 J TOP CHORD 1-2=0/56,2-3=-8937/1069,3-4=-75771991,4=5=•6970/1027,5-6=-7339/1117,6-7=-7337/1117,7-8a-7337/1117, s+ rt 8-9=-737811118,9-10=-7008/1028,1 0-1 1=-761 41993,11-12=8963/1069,i2-13=0/55 BOT CHORD 2-21=-771/7300,20-21=-77117300,20-22=-562/6255,19-22=-552/6255,19-23=-708/7376,18-23--708/7376, 1tt 3 r. z 1, 17-18=-708/7376,17-24=•552t6272,16-24=-552I6272,1$-1 6=-7 7217 3 23,14-16=-772I7323,12-1d=-772/7323 WEBS 3-21=0/183,3-20=-1233/259.5-20=-60/976,5-19=.279/2629,6-19=-13951263,8-1 9=-4 7413 5 2,8-17=•1678/296,9-17=-280/2662.9-16=-601975.11-16=-1229/260,11-14=0/182 NOTES , 1}Wind:ASCE 7-98;90mph;h=30ft:TCDL=S.Opsf;BCDL=5.opsf;Category 11;Exp C;enclosed;MWFRS Interior zone and C-C Exlerior(2) ,� a N (�/y zone;cantilever left and right exposed:end vertical.left and right exposed;Lumber DOL-1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2j TCLL:ASCE 7-98:Af=50.0 psf(roof snow);Exp C;Partial) Ex L=45-0.0 Oj Y P•: 3)Unbalanced snow leads have been considered for this design, 4)This truss has boon designed for 1.00 times flat roof load of 50,0 psf on overhangs non-concurrent with other live toads. * k n 5)Provide adequate drainage to prevent water ponding. . 6)All plates are M1120 plates unless otherwise indicated. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3.8.0 tall by 2-0-0 wide wt}1 Z� x ocxr" fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to plate capable of withstanding 191 lb uplift at Joint 2 and 191 lb uplift at �Q Al,joint 12. L LOAD CASE(S) StandardQ� SSION� March 4,2004 Warning-Verify daslan parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PADS MN•7473 BEFORE USE Bhl Ca I NEEFt(I�Jfi F.{Y } osign v211d for use ong,wbh fdri'ek Connectors.This desgn is based anty upon parameters sbm+a,and is for an tndtvioual bulding componor 110 be Installed and loaded venically.AppBtabiliry of design pa ramanters and prcparincorporattnn.ef component is responsibluryof building designer•not truss designer Bracing shown is for lararai support otindivideel web mambers only.Addlllonat tamporarybrcing to Insure stability during conseucllen Is the respmsibiliky of the erector. Addidonal permanent bracing of the overall structure is the responsibilityor the building d ENCO regarding fabrication.quality control.storage,delivery,erection and tiracing,consult QSY88Quallrytandard.OSO89Bt cingSperdtgtionulandHIS I Handling Inslaling and Bracing Reca uriendation available iromTruss Plate Invilute,583D'Onofdo Qdi e.Madison.WI53718 A Mi ek Aff , • — �:;ons�rccc:�Yan Maxia�em�nc I�xliftixlg Srrvicus + Project Managc ttlaiic .3 �%tea /v ald.-.1-�3-Illw , u.uv Pw FAX COVER PAGE Our Reference: � Data:— PJease deliver the following pages. to : Name: E� ' , Firm: City: '���, ----------�• Fax Number Telepl•ione Number: From: Total Number of Pages Including Cover Page: if there is any imperfection in tho transmissl please call MESSAGE: b 11,111, •- 7�Z .�" n Si tit :.atr Z a xad°'ad z �1 In Cal, <1RCM*R V4a oil D Truss FT2 FLOOR -.. 1 6allovue lzjw ljkLl 0-1-0 0-1-8 C79 sea I x4 11 3x5 == 1 M 11 I x4 U4 I 4x1 0 — 1x4 11 3X7 FP= 3x4 I x4 11 3x6 1 x4 11 4x1 0 1 x4 2 ----T_L 3 .4, 5 60 78 10 11 12 2 1 2 18 41 1 2 w 14 17 16 15 4x8 — 4x1 2 14 13 34 3x7 FP 4x1,2 = 4x8 3X10 WE3= 3X6 COPY 1 5-3-0 --1, 4-8 , 12-4-14 S�-4-9 10- 15-0-6 __ 0-1_1 A 5-3-0 - 5-1-8 2-0-6 2-7-8 Pla �bifS(X�y) I3.Ed, .0-0-8. 21:0-1.8.0.0 5-1-8 LOADING(pst) TCLL SPACING 2-0-0 CS1 DEFL if, (IOU) Udall Ud 40.0 Plates increase 1.00 TC: 0.78 PLATES GRIP TCOL 10.0 Lumber Increase 1.00 Ven(LL) -0-7816-17 %386 360 SCLL 0.0 Rep Stress Incr SC 0.84 Vert(TL) -1-0916-17 >278 240 M1120 1691123 BCDL 5.0 YES wa 0.60 Hotz(TL) 0.16 . 13 $Va nja Code BOCAIANSI95 (matrix) I WEIER Weignt:99 10 �CHORD 4 X 2 SPF-S 1 65OF 7.5E BRACING 'T CHORD 4 X 2 SPF-S 21 OOF 1.8E - TOP CHORE) Sheathed or 5.0-8 Oc Puffins. except end venicals. 'VEBS 4 X 2 SPF Stud 'Except- BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. W1 4 X 2 SPF No.2,W1 4 X 2 SPF No.2,Wl 4 X 2 SPF No.2,W1 4 X 2 SPF No.2 W1 4 X 2 SPF No?,W1 4 X 2 SPF No.2,W1 4 X 2 SPF No.2,W1 4 X 2 SPF No.2 W1 4 X 2 SPF No.2 REACTIONS yt)/sjze) 10=137710-3-8,13=137710-3-8 FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 19.20=-10310,1-20=-10310,13.21=-103/0,12-21-.103]0,1-2=.5/0,2-3=.418610,3.4=-4185/0,4-5z-6145/0,5-5=-614510.6-7=-014510. 10-11��18610,11-12=-5/0 BOT CHORD 18-19=012395,17-18=0/5418 16-17=01633,1,1 5-16»0/!i4l4,14-15=01-5414,13-14=012395 7-8=615610,8-9-6150/0, WE13S 11-13=-2698/0,2-19=-26991�,11-14=012033,2-18=012031,10-14=2,14/0,3-18=-24110,9-14=-139410,4-18=-139910.9-16=011142,4-17-0/826, 0.7-16=.20110 7-17=-23010 NOTES 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 ac and fastened 10 each tfus$with 3-16a nails. Sirongbacks to be allachod I walls at their ends or restrained by other means. to r outer LOAD CASE(S) Standard ly LSHATFI FT1 FLOOR Bellevue Builders Supply,t;CI10.acIadFNY—12306 Job Reference 001io Aug19 200_j 3"e 5-200 s Aug 19 9003 Inc. Iv10.—Fe.()2 15. 2-6-0 2-6-0 0- SCX 1 x4 11 3A I x4 11 1x4 = 4x10 = 1 x4 11 3X6 FP= :3X4 = IX4 It 3X4 1 M 11 4X10 U4 1 2 3 4 5 r"' IX4 6 7 8 9 10 11 12 W1 2 W 1 2 V 3 Q W R I 21 v 20 19 18 17 16 17- 3x7 = 3x6 FP= 3x4 -- 15 14 13 3x5 4x1 0 1 M 11 4x1 0 3X7 3X6 FP= 5-3-0 10-4.8 41-3-0 13-0.8 OPY 5-3-0 6-1-8 18-2-0 i 23-5.0 OffsetsPlale : 0-10-8 1-9-8 6-1-8 21 1 l�I.EdM.[1 8:0-1-8.Ed lif 2�2F*6�1:1-I.o 5-3-0 123*,10-1.8.0-0-81 LOADING(psf) C TCLL SPACING 2�-0-0 40�O 0 CS1 DEFL to (100) Ildell lid i --- TCDL Plates increase 1.00 TC 0.61 PLATES 10.0 1 0 C -0.5916-17 >472 360 Ivill -- Lumber Increase 1.00 Veri(LL) GRIP 8CLL 0.0 Y� BC 0.73 M1120 169/123 Rep stress incr 4 YES WB 9 VB'1(TL) -0-8116-17 :�345 240 W13 0.89 BCDL 5.0 Code SOCA/ANS195 (M Horz(TL) 0.13 13 i11:9 (Malrix) Na Na S gfi .0008 Weignr 93 it. LUMBER Weignt:93 ID ')P CHORD 4 X 2 SPF-S 165()f:1.5E BRACING )T CHORD 4 X 2 SPF.S1 65OF 1.5E 'Except- TOP CHORD Sheathed of 6-0-0 oc puffins, except end venicais. 132 4 X 2 SPF-S 210OF ME BOT CHORD Rigid ceiling(hrecIly a0pliao or i 0.0-o oc oracinq. WEBS 4 X 2 SPF Stud REACTIONS' (lb/size) 21=1268/0-3-8,13=1268i0-3-8 FORCES (1b)-Maximum Compression/maximum Tension TOP CHORD 72-11-72=21--4-631170073/0, 1-22=-10010,13-23=-103/0,12-23m.10310,1-2--5/0,2-3=-37 74/0,3-1=.377410.4-5=.5333/0.5-6=53j3to.0-7=-533310.7-8=-5329/0,6-9=-5329/0,9-10=-3775/0.80TCHORD 20-2 5/0. WEBS 0- 1=012186,1920=012186 18-19=0/4802,17-18=015333.16-17=015333'15-15=014801,14-15=012187,13-14=0/21871-13=-246310.2-21=-2463'�,11-15=0/1803,2-19=011802.10-15=-243 3-19=-24310,9-15=-1164/0.4-19--116610,9-16=0/600- NOTES 1)Recommend 2x6 strongbacks,an edge,spaced at 10.0-0 oc and fastened to each truss with 3.160 LOAD CASE(S) Standard nails. SI(Ongbiticks to be attached 10 walls at their outer ends of restrainea UY Omer means. Cp Y q4�0 APR-87-2004 05:38R FROM:FCSI 518-74?'=2518 T0:7458741 P:1/14 r` FIRE CONTROL SYSTEMS 104 REYNOLDS ROAD FORT EDWARD N.Y. 12828 518-747 2567 - Job Name TEST AREAQ BUi#ding ECONO LODGE 4UEENSHURY,NY Location' 1ST ROOM System Contract 31 Data Fite 31-ECONO.WX2 Water Supply Curve(C) X 9 RE CONTROL SYSTEMS � Page 1 TEST ARE42 Date 02140t4 m City Water Supp 01-Static ressure ; 81 PSI ro 02•Residual Pressure; 54 PSI Q•Residual plow ; 730 GPM m 0 H (n N 150 � r. 140 D1•Elevatidn 8662 PSI rub. y 86,84 GPM R2.5 stern Plo�r N�. 130 02-System Pressure : 47025 PSI : Nose(Adj City) G P 12011 Hose03 SystDemsndm�mand ; 1R.84 GPIV R 110 Safety Margin ; 13,518 PSI E 100 g i S � 0 S 80. U.70 Ci R 60 Stt n 40 3 N 2D 1D � - D1 100 200 3D0 400 50D S00 700 . 800 g00 ' FLOW(N"1,85) �o ro N Computer Programs byHydratec ins Rode 111 Windham N.H.USA 03087 APR-27-2004 05:38n FROM:.FCSI TO:7458741 P:3,114 Pr�sure I Flow Summary - STANDARD FIRE CONTROL SYSTEMS Page .2 TEST AR #Z Data 0214134 tVQCYa lEfewnfinn K-Fact Pt Pn Flow 0011sity Area Actual Actual Req. S14 200 4.2 22 7 na 20.01 05 258 22.7 515 20 0 4-0 2203 no 23.31 .06 22S 7-0 S13 200 4.0 2304 no .2352 -05 225 7-0 J4 200 23-81 no- J2 7010 23-96 no 1-171 20.0 28.20 no IMI 1910 31,713 na 19.0 30,85 no BSM 8.5 41.77 no 49-5 42-19 no M7 8.5 42.52 no 'TR a.s 42.37 no OR 20 45.�N "a H40SE 00 46.75 no 100.0 4703 no The maximum vefc"--fty is 13.93 and it vc.4uurs in the pipti-between nodes J2 and ITI RPR-2772004 05.•38R FROM:'FCSI 518-747=2518- T0:7458741 P-.4/14 Final Calculations-' Standard FIRE CONTROL SYSTEMS Page 3 TEST ARI~A#2 Date• 021404 Hyd. Qa Dia. Fitting Pipe Rt Pt- Ref. ..C. or Ftng's Pe Pv +'�**** . . Motes Point Qt PVUL. Eqv_ Ln. Totat PE -Pn $14 20.01 1.109 1E 3.962 3 C100 22.700 K FaCtor-4.20 to 150 1T 9.906 13.867 0.0 J1 20.01 0,0667 __.._.., 16867 1.109 Vel= 6 646 0.0 20.01 23.809 K Factor 4.10 $15 23.31 1.109 1E 3.962 1,600 22 625 K Factor=4 90 to 160 1T .9.906 13.867 0.0 J2 23.31 00872, 15.367 _ 1.34.0 Vel= 7 742 070 23.31 23.965 K FWtOr=, 4.76 _ S13 23.52 14 1E 4-862 12.500 23.037 K Factor=4.90 to 150 1T 9_724 14.586 0.o J1 2352 0.0286 _._._. 27:086 0.712 Vel= 4.902 J1 2001 1A 1.750 2$809 to 150 0.0 0:0 J2 43.63 0.0891 �1.750 0.15G Vel J2 23.31 1.4 1E 4.862 7,250 23.965- �.. to "ISO I'fi' 9,724 14.586 0.0 1T7 66.84 0-1968 21.836 .4298 Vel'= 13.931 _ IT1 0.0 1.4 1E 4.662 1.000 20.2-62 to 160 1T. 9.724 14.586 0.433 1m1 66.84 . 0.1968 15.586 3 067 Vela 13.931 1M1 0.0 2.003 2E 6A82 135.000 31.762 to 150 12.9+64 . 0.0 . 1ST 66.84 00344 147.964 5.080 Vela B 80fi .1ST 0.0 2.61s 2E 8:237 11.0w 36.851 to 120 16.474 4.548 _SW 66.84 0.0137 27:474 0.375 Vel= 3.932 MIA 0.0 2.635 I E 8.237 6.000 41.774 _ to fi20 1T 16.474 24.71.1, 0.0. Ma 66.84 0,0137 30,711 0.420 vel= 3 932 me 0.0 3.26 IT 20.159 47.000 42.194 _.__... --• to 120 20159 0'0 M7 66.84 0:0449 _ _ 67.159 a:326 Val= 2 569 M7 0.0 4.26 I E ,13167 24.500 42.519 to 120 13.1.67- 0.0 TR 66.84 0.0013 37,66-1 O:Q50 Vel= 1.505 TR 00 4.26 1S 28%8 8.500 42.569 t4 , . 120 1B 16.800 �84:269 2.8.15 BR 66.84 0.t W 1z . 13167 02.769 0.122 Vel= 1.505 .2G 13.167 -BR 0.0 41- 2E 14.534 290.000 45.506 to 140 29.067 0 86fi HOSE 66.84- 0.0012 319.067. 0.381 Val 1.624 HOSE 100.00 4.1 1 G Z907 10 000 46.753 Qa=100 to 140 9T 29 067 31.974 0.0 TEST 166.84 0,0065 41.974 0.272 Vel- 4-054 APR-27-2004 05:38A FROM:FCSI 518-747� i B TO:745B741 P:5r14 Final Calculations-Standard . r FIRE CONTROL SYSTEMS Page 4 TEST AREA#2 Date 021404 Hyd Q8 Dia. Fleting Pipe Pt Pt Ref. "C" or Ftng's fie Pv Notes *••*�* Point Qt KUL Equ. Ln. Total Pf Pn 16684 _ ......._ -47.025 _ .K Fadtor;� 24.33 y l APR-27-2004 05:38A FROM:FCST 518-747=251B TO:7458741 P:6/14 FIRE CONTROL SYSTEMS _ 104 REYNOLDS ROAD FORT EDWARD N Y. 12820 518-747-2567 Job Name TEST AREA91 .27900 Building ECONO-LODGE QUEENSBURY NY . Location BASEMENT System Contract 31 Data File 31-ECONO.WX1 J Water$upp(y Curve p 3) o FIRE CONTROL SYSTEMS ro MTAREA#1,21900 Page 1 � Date, 021404 City Water Supply: m Cl•Static Pressure ; 61 PSI G2-Residual Pressure: 54 PSI W C2-Residual Flow : 730 GPM 3) ' m M a m N H W 150 140 D1-Elevation, 4.006 PSI ru . D2-System Flow 812.16 GP ( 130 D2-System pressure : 44.057 P$i '' Hose(Adj City) ap p 120 Hose(Demand) ; 250 pMG R 03-System.Demand;;, :,662,16 Gp Satetyhvin 12.626 PSI E 100 S90 S 80 . U 70 C1 R 60. 5 50 02 40 30 03 M 20 t 7 10 100 200 300' 400 500 600 700 gpp FLOW�N��1,85) 900 'a W Computer Programs by Etydratec lac, Route 111 Windham N.H USA 03087 APR-27-2004 05:39R FROM:FCSI 518-747"2518 TO:7450741 P:8/14 Fittings Summary FIRE CONTROL SYSTEMS Page 2 TEST ARFA91 2tsoo Date 021404 Flttno Legend Abbrev. Name A Generic Alarm Va Generic Butte*Valve Roll Groove Coupling Dry Pipe Valve E 901 Standard Elbow F 46 Elbow G Gate Valve H 46 Grvid-Vic Elbow 9V GfvdVic:Elbow W Grvc.Vjd Tee t K Detector Check valve L Long Turn Elbow AA Mediu mi Turn E4bow N PVC Standard Elbow 0 PVC Tee Branch 13 PVC 46151bow Q Flow-Control valve R PVC Coupling/Run Tee Swing Check valve T 9V Flow thru Tee U 45' Firslock Elbow V 9Y Firelock Elbow W Wafer Check Valve , x 90'Firelock Tee y Mechanical Tee ZI Flow Switch V APR-27-2004 05:39A FROM:FCSI 518-747`- 518 TO:7458741 P:8r14 Fittings Summary FIRE CONTROL SYSTEMS Page 3 TEST AREA#1.21900 Data 021404 Unadjusted Fittings Table 1112 3/4 1 1114 11/2 2 21/2 3 � - 3112 A 17.0 7.7 21.5 , 0 - 12.0 7.0 10.0 C . 1.0 1.0 1.0 i.9 1.0 1.0 1.0 1.0 10 1.0 D 28.0 9.5 170 E 2.0 2.0 20 $.0 4.0 5.0 6.0 7.0 80 10.0 F 1.0 1.0 10 1.0 2.0 -2.0 3.0 3.0 30 4.0 G 2.0 1.0 10 to 1.0 H 1.0 T.5 20 2,0 3 0 3.0 3.5 3.5 1 2.0 3.0 40 7-0 3.5 60 5.0 8.0 J 4.6 0.0 80 8.6 108 130 17,0 18:0 X 14.0 - 14,0 L 1.0 1.9 20 20 2,0 30 4.0 5.0 5.0&0 M 2.0 2.0 30 3.0 4.0 5.0 0.0 E3 0 0.0 N 7.0 7.0 7.0 8,0 9.0 11.0 12.0 1$.0 4 3:0 310 5:0 6.0 &0 10.0 12.0 16.0 P 10 1.0 1.0 2.0 20 2.0 30 4.0 Q 85 0 19.0 29.0 R 10 1.0 1.0 1.0 1.0 1.0 2.0 2 0 22.0 3 40 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 T 3.0 4.0 -5-0 6.0 20:0 8.0 10.0 12.0 15.0 17.0 3.3.4 18 22 26 V 3.5 4.3 5.0 a.s W 10.3 X 16.0 0.5 10.8 13.0 y 2.0 4.0 5.0 6.0 6.0 10.5 125 15.5 22.0 z 2.0 '2.0 2.0 3.0 ;4.0 5.0 60 7.0 8.0 10.0 24 5 & 8 10 12 14 16 18 20 A 17.0 270 20.0 8 9.0 100 12.0 18.0 21.0 C 1.0 10 10 1.0 10 1.0 10 1.0 1.p 1.0 APR-27-2004 05:39A FROM:FCSI 518-747-2518 TO:7458741 P:10/14 Fittings Summary 0 470 F 12,0 140 1150 22.0 27.0 Wo 400 61.0 45.0 50.0 F 50 7.0 9.0 lic 13.0 17.0 19.0 28.0 210 240 0 2.0 3.0 4.0 6.0 60 1.0 110. 8.0 10.0 110 H 4.5 50 85 6:5 100 ISO No 4.0 23.0 0 1 8.5 100 13.0 17.0 20.0 230 40.0 25.0 33.0 360 i - 21.0 25.0 33.0 41.0 50.0 65.0 1200 78.0 88.0 98.0 K 36.0 560 45.0 L 8 0 0.0 11.30 16.0 10.0 240 40.0 27.0 30.0 34.0 M 100 12.0 16.0 19.0 22.0 N 0 p 0 33.0 R s 27.0 32.0 -46.0 66-D 6.50 130.0 - 76,0 070 98.0 1064 T 250 30.0 35.0 50.0 Goo 71.a 81.0 91.0 121.0 101.0 U 42 5.0 5.0 v 05 Mo 130 w 13-1 31.8 35.8 27.4 x 21,0 25.0 33.0 Y z 120 14.0 Ian 2210 270 36.0 400 61.0 46.0 Soo ct 00 fla qo oq ao ao a hh tin: h ti hn tih Ns d vQ �t NN NN N�..N NN NN NN e �- .. GO PP 00 00 Od 00 C I NN YN NN NN NN NN co d' 0 L 3 nn avM ryra�, 00" 9C N"N N Oa iQ fl tD 16 C> ui GiNN N uj t Np O � NN NN NN OcN LU � m C R� R�rtRt6RRt6RRRClmrolyttli0c�t9QRaRRRRR P �" i C C CCCGCC,CGCCCCCCCGCCCGCCCCG . C Ol a 4�I � t�tOt�c0eg07�1Md'�N `�OPa�'V'hh hF. nNaSc� tt ~ U I NhNNt+NMc1M�a� NOyyNt+Nod�r,rly+t� oVd PNKSCitVNCO�{Ma 1i6P7ODN drd tin d NNNNaNNNNNN,tiNrNNNNNNNNnNNNcrid�t G C3 ri , h z IT� < I fl a) M in H @ 03 (j► IL 00 Ow. ►D tottt 0 �C W t0 c4 � , U V}0 tp 6 4),6 Ui 0 � toa 4 a tt M NNNtOYI+iNNNnNNN M NMNN{�V47 Ctpu949ul�cyaflC u Ql Moo 0ia'*C;CC'a101U 600i fk(V INlyoGi a W m z E 09 E N M I IF- tin W r a a APR-27-2004 05:40A FROM:FCSI 518-747-2518 TO:7458741 r P:14/14 Final Calculations-Standard FIRE CONTROL SYSTEMS TEST AREA#7 .21800 Page 7 Date 021404 Hyd. as pia. Fitting. Pipe Pt Pt Ref. "0" or Ftng's Pe Pv Notes Point at MUL. Eqv; Ln. Total i>f Pn BR 0.0 4.1 _ —2E 14.534� 290.,000 34.02d� to 140 29.067 0.866 _HOSE 312.18_ 0.0207 _ _ _ 319,067 6.592 _ _ Vol= 7 58_6 HOSE 250,00 41 1G . 2.907 10,000 -� 41.482 G2a 260 to 146 1 T 29.067 81.974 0.0 TEST 5G2.1B 0.0613 , _ 41.974 2.575 Vol= 13.GG1 .._. V ._.. _. 56216 _44.057-• __ _ _ K Fedor= 84.69_ Fax; (518) 355-1371 CUSTOMER; J015 SITE ADDRES15; Poof&Floor Trusses PHONE. 500 Duanesbtu�g Road START_D TE: Schenectady, N.Y. 12306 DATE !2-4 WE RESERVE 1, Ri� IMPORTANT MATTERS.ALL AGR WENT ER ERRORS,QU( of,C� FROM FIRES,STRIKES�1 01'R �TO CORRECT 5�—WHICERRO MATTERS,BEYOND OUR CONTROL.QUOTATIONS 5 T�00 e t�y I AQR4rz TO D*UVe"ONLY THIA MATNRIAL&O.JrMO#;OR THU AMOUNT M PI ,QUOTES GNpTiGE 9 CHECK CAREFI AYS 70 LOADING: BOTTOM SPACING, QTY. I CHORD TRUSS PITCH LEFT RIGHT LEFT RIGHT EPTH LENGTH TYPE T.C.O.H. T.C.O.H. CANT G OTHER PRICE MT INFORMATION EACH ROOFING: COX & SHINCIL PURLINS & METAL SLATE OR TILE CEILING APPLII O.H. CUT: PLUMB ;��SQPLUARE ❑ P ED: YES 'ALL SIZE: 2x8 OTHER JStomer Approval: I have reviewQd and approve all oompononm lj�tCCj BLQV0. Date: Reviewed S It is the responsibility of the buyer to confirm all truss quantit hop Drawing components as listed. jes and dimensions on this form. Signing this. form constitutes an or, Bellevue Builders Supply Inc. 500 Duanesbuvg Rd, 0: Uo_t4tion Schenectady , NY 12306 AFTAB BHATTI Job 14u ibt;r: Phone-518-355.719() Fax:518.355-1371 Pop, Project: Block No: Dam 9:5�;QZ AM Lot No: Project ID: 5HA7M �taot: sire: Office: Deliver To: Account No: ECOINO LODGE Designer: CR.A Phone: salesporaoa: Fax- i Quote Numba: Tamaiivo Delivz Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOCI RO H 23 Wi 8-0-0 ROOFTRUSS 7.5U 0-10-8 0-0-0 33 tbs.each 0,00 19 RJ1A 8-0'-0 ROOF TRUSS 7.50 0-0-0 0-0.0 31 lbs.vach. 0.00 3 E J2 8-0-0 ROOFTRUSS 7.50 0-10-a 0-0.0 34 lbs.each 0.00 I El J2A 8-0-0 ROW TRUSS 7.50 0.0-0 0-0.0 32 lbs.each 0.00 3 EJ3 ROOr TRUSS 7,50 0-10-8 0-0.0 35 lbs.each 0.00 I EJ3A 8-0-0 ROOFTRUSS ?,so 0-0-0 0-0-0 33 lbs.each 0.00 3 EJ4 8-0-0 ROOFTRUSS 7.50 0-10-8 0-0-0 32 lbs.each I EJ4A ROOFTRUSS 7.50 OZ0-0 0-0-0 30 lbs.each 0.00 1 2 HIOPB 20-0-0 HIP PIGGYBACK 7.50 0-0-0 0-0.0 - 71 tbs.each 0.00 2 H2 56-0-0 ROOFTRUSS 7.50 0-10-8 315 lbs.each 6 Rows Lai Waco OM 2 H3 56-0-0 ROOFTRUSS 7.50 0-10-8 0-10-a -- 312 lbs.each 6 Rows Lai Brit" 0.00 2 H4 56-0-0 ROOF TRUSS 7.so 0-10-8 0w10-8 317 lbs.each ?Rows Lai Bracr 0.00 2 HS 56-0-0 ROOFTRUSS 7.50 0- 10-8 0-10-8 - 324 lbs.each 1 5 Rows Lai Brace 0.00 3:5 H6 3.12 lbs.each 56-0-0 ROOr TRUSS 7.so 0-10-8 0.10-8 6 Rows Lac Brace 0.00 20 H6A 56-0-0 ROOFTRUSS 7,50 0- 10.8 0-0-0 -- 310 lbs.oath 6 Rows Lai Bract; 0.00-- 2 H7P)3 20-0-0 Hjp pIGGyBAC1.-1.50 U-0-0 O-b-o ---64 Ihz each 0.00 2 1-18PB 20-0-0 41P PIGOYBACK'740 0-0-0 0-0-0 65 lbs.each - 2 Rows i.arBrace 0.00 2' 1-19PB 20-0-0 111P PIGGYBACK 7,50 0-0-0 0-0-0 63 lbs.each 0.00 12-T2) 2-Ply i� 56-0-0 ROOFTRUSS mo 0-10.8 375 lbs-each 75 lbs.each 2 Rows Lai Braco 000 "I" A Sil 2-0-0 ROOFTRUSS 7.50 0-10.8 0-0-0 8 lbs.each Bellevue Builders Supply I11C. 500 Duaiiesburg Rd. Tv Schenectady, NY 12306 AFTAB 13HATT1 --Quatation Phone:518-355-7190 FAX;518-355-1371 JUb Nmbf;r Fllgn; 2 Project. _ Block No: D1om 01-08-2004.9;$54 Ah lel: Lot No: Frojol1Q: 8HAAIT1 nuaci:l site: Office: Deliver To: Account No: Name: Dcsi ter: Phone: BCONO LODGE GICA Salesperson: 1 cucaave Deli vei Daie: I Quoto Number: Profile: Qry: Truss Id: Span: .Cruss Type: Slope, LOIT R01.1 ._ 2 T1GD 14-2-0 ROOF TRUSS 7.50 0-0-0 0-0-0 661bs.each O.UU T1GE 14-2-0 COMMON 7.50 U-14-8 O-lU-B 66 lbs.each U.00" `l$ pB PIGGYBACK 7.50 0.0.0 0-0-0 65 1bs.each 0.00 1 VM1 39-9-0 ROOF TRUSS 7.50 0-0.0 0-0-0 224 lbs.each 7 Rows Lat BmccBrncc 0.00 1 VM10 3-9-0 ROOF TRUSS 7,50 0.() -3 8 lbs.each U.UO 1 vm11 30-9-0 ROOrTRUSS 7.50 0-0-0 0-0-0 149 lbs.each 1 Row Lae Brace 0.00 1 VM12 26-9-0 ROOFTRUSS 7.50 0.0-0 0-U-U 92,lbs.each U.U0 1 V-NI13 22-97-0 ROGFTRUSS 7.50 0-0-0 0-0-0 75 lbs.each 0.00 1 NW14 18-9-0 ROODTRUSS 7.50 U-0-0 0.0-0 57 lbs.each 0.00 �� 1 Y1Y135 lg-9-0 ROOF TRUSS 7.50 0-0-0 U-0 0 43 lbs.each 0.00 C 1 •V1Y116 10-9-0 ROOFTRUSS- 7.50 0-0-0 0-0.0 30 Ibs.each 0.00 1 \r1Y117 6-9-0 ROOF!ltUSS 7.50 0-0-0 0-0-0 15 lbs.each 0.00 r� l I 11 I V1Y118�6 9-11-0 ROOFTRUSS 7.50 U-0-0 0-0-0 lbs.each 0.00 1 ' VM19_ 5-11-0 ROOFTRUSS 7.56 U•0-0 0-0-0 13 lbs.each 0.00 i 1 V1Y12 35-9-0 ROOFTRUSS 7.50 U•U-0 0.0.0 137 lbs.each 3 Rows Lai Brace 0.uo 1 VW 31-9-0 ROOFTRUSS 7.5U 0-0-0 117 lbs.each 1 [tow Lai Brace 0.00. 1 V1Y14 27-9-0 ROOFTRUSS 7.50 U-U-O U•U-U 96 lbs.each i Row Lai Brace 0.00 1 VIYIS 23-9-0 ROOFTRUSS 7.50 0-0-0 U-U.-U 79 lbs.each O.00 1 Vl1'16 19-9-U ROOFTRUSS 7.50 0-0-0 i J 61 lbs.each U.00 - " N I7 15-9-U 1 V 'it)OF TRUSS 7.50 0-U•U O-U-U 46 lbs,each U.QO Bellevue Builders Supply Inc. —� T 500 Duanesbueg Rd. TO; n Schenectady, NY 12306 AFTAB BIIATPI _ Job Nt ; Phone:518-355-7190 FAX.$18-355-1371 Pais" ;. 3 Project: Blook No: Pale 't. 01.08.2004-9:55:02 AM l: Lot No: FTOj§Ql; ; 1311A'1TI .tact' Site: _ Office: Deliver To: Account No; Patna: _ PCONO LODGE Dtsigaar; CRA ' Pltone; Salesptrscn: , Quot©Number: TeIILUEive Delivery Date: Profile: Qty: Truss Id: Span: Truss Type; Slope: LOH ROIL 1 V1Y18 11-9-0 ROUTRUSS 7.50 0-0-0 0-0-0 34 tbs.each _ 0.00 1 VMS 7-9-0 ROOFTRUSS 7.5o 0-0-0 0-0-0 19 lbs.each 0.00 MISC.ITEMS Quantity: Description: 68 JRSS HANGER WARNING:We want that trusses can cause property damage or personal injury if improperly installed or braced.Customer's,or his agent's acceptance hereof shall constitute his affirur Total Truss Price: $M3 15.80 alive repesentation that he is fully trained in the proper and safe methods of truss installation Misc. Items: $33.32 and bracing. Refer to the provided pamphlet entitled"Bracing Wood Truss:Cotmncntary and Recominendmions',published by Truss Plato institute,Inc. Do not cut,alter,or use damaged es without engineering approval.It is the custoine4's responsiblity to provide access to Selling Price: $19,349.12 ,bsite.Trusses remain ottr property until full paytnetu is made.PRICE GOOD FOR 15 DAYS. BRACiNG.RANGI RS,OR FASTENERS INCLUDED UNLESS LISTED ON THIS QUOTE ****WE-ARE A TRUSS PLATE INSTITUTE INSPECTED COMPANY**** ACCEPTED BY: DATE: -. t '.•ply Lf •( ) 'C tl cf { S ( t �r 7 n 4i H ( r / —17 t ( T- uouc o... I wc•YY JOD !Truss _fr_Lss Type 15ty 6HATTI ci I ROOF TRUSS 19 1 : _.- ____ --- -_-.-_I .- I Job BglFev-ue BuildersSupply,Schenectady,NY 12306,Bernadine Roney 5.200 s Aug 19 2009'MiTek Industries,Inc. Thu Feb 12 16:31:43 2004 F 8-0-0 2A Scale= I 2 7.50 1"1 rid L6 I o C)L 3x6 = 3 2A LOADING(psf) TCLL SPACING 2-0-0 CS1 DEFL in (too) Well Ltd i PLATES GRIP 50.0 Plates Increase 1.15 TC 0.65 Vert(LL) n/a - i n/a 999 M1120 1691123 TCDL 10.0 Lumber Increase 1.15 BC 0.27 Vert(TL) -0.20 1-3 >468 240 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a WeBCDL 10.0 Code JBC2000/ANS195 (Matrix) Weight:32 lb `MBER BRACING PCHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 8-0-0 oc purfins, except end verticals. SOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=540/Mechanical,3=640/Mechanical Max Horzl=177(load case 4) Max Upliftl=-25(load case 5),3=-64(load case 4) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-206/206,2-3�462/142 BOT CHORD 1-3=-341109 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCOL=5.Opsf;BCDL=S.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL--1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C;Partially Exp. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint I and 64 lb Uplift at joint 3. LOAD CASE(S)Standard Job Truss Truss !Qty pl� | ' /—''T'' ^~2 !^vOr /^^S^ m _'-- —'----' �| === Builders p�� ""� auonnaoocaov m,1zuo�uio��noR^oov 5iou�Aug'1o* ll� 6:6�����- 01*8 2'0-0 ---' 6-0-0 Scale Gua|e� @xG �� 2x4 u 4 ' 750;12r -^--- .VV2 T1 ' 2 -19 �� ~/ --------------Bl-----------------------------��=--'-- 5 ux5 3u5 �� '--__-_--8-0-0_-__----_'----_-- TCLL LOADING(pso SPACING 2-0-0 cSI DEFL in (loc) I/defl L/d PLATES GRIP Code IBC2000/ANSI95 (Matrix) Weight:34 lb -S 1650F 1.5E TOPCHORD Sheathed or 6-0-0 oc purlins. except end verticals. -OTCHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. mEAcnomn Max Horz2=57(load case 5) romoss VW-wwmmum TOP CHORD 1-2=0/49.2-3=-616V84.3+=-11n7.4-5='480/74 ` ^ eoToHono 2-5=-90w5* vvseS 3'5=*70/83 moTss ' 1)vviou:Aeos7'nu'oum x h=uox;TooL=o.opst000L=n.0mt Category||;sxpc;enclosed;m�|�xvu�wvvpnamto,ivrzvow'oaomvvor/ohanu nemexposed;end van exposed;au;Lumber ooL=1.Van|atw c ~npoo�=�.u�. ' /c���aoc�r'ao�p/�oo�opmkn� t nnu� ��pu�pomm| Exp. x Unbalanced snow loads have been considered for this uo T - (mau��� * xu ou��xw�uwonu�n|onauuv1.uuum�^x��roof .npv/nn overhangs nnn^noocwhnn,with other live|oaus o)pmmda adequate om minawem �poev�n�*m�or ui y. ' o)'This tu000yueandesigned for a live load n,zo.opmoo the bottom chord m all areas where a rectangle o'*o tall uy'2'u'o wide um/nt between the bottom chord and any other members. r)Refer tun/ma,(u)for truss totruss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint 5 and 57 lb uplift at joint 2. LOAD cxSE(a)Standard . ` , Job 1,Truss I Truss Ty§b Qty Ply BHATTI j EJ2A i ROOF TRUSS ------ Job Reference- Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 5.200 s Aug 19 2003 MiTek Industries,Inc. TFu-Feb'j2-j 6--.31---475-2064--j 2-0-0 2-0-0 6-0-0 6x6 = Scale 2x4 7,50;12 2 3 —------------ T2 T1 W2. C) o6 Bi 4 U5 U5 8-0-0--....... LOADING(psf) SPACING 2-0-0 I CS1 DEFL in (loc) I/dell L/d, PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.61 I Vert(LL) n/a - n/a 999 M1120 169/123 TCDL 10.0 Lumber increase 1.15 BC 0.37 Vert(TL) -0.19 1-4 >484 240 SCLL 0.0 Rep Stress Incr NO WB 0.38 E Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code IBC200O)ANS195 (Matrix) Weight:32 lb ,MBER BRACING rl CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. .,)T CHORD 2 X 4 SPF-S 1650F 1.5E BOTCHORO Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (Iblsize) 1=534/0-5-8,4=634/Mechanical Max Horz I=53(load case 5) Max Upliftl=-19(load case 5),4=-48(load case 4) Max Gravl=534(load case 1),4=694(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-616186.2-3=-11/17,3-4=-498/74, BOT CHORD 1-4=-921461 WEBS 2-4=-476/85 NOTES 1)Wind:'ASCE 7-98;90mph;h=30ft;T6DL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone;cantilever left and right exposed;end vertical left and right.exposed;Lumber OL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. ' 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 48 lb uplift at joint 4. LOAD CASE(S)Standard Job ;Truss Truss Typ. i Qty y SHATTI EJ3 ROOF TRUSS 13 (optional]-__ Ro_ne`y_____,__ -6.200 3 A,Aug 19 2603 MiTek Industrie-s,Inc. Thu Fab 12 16:31:46 2004 F Bellevue Builders Sup Schenectady,N�Tj��d Bernadine� a�` 4q�130qrj�Rq@((vi n 6-0-0 8-0-0 0-10-8 6-0-0 4X4 2-0.0 2X4 Scale I 3 4 7.50 V 1 VV? T1 2 C_ Q . U5 = 5 U5 8-0-0 Offsets Plata -------- -0 LOADING(psf) SPACING 2-0-0 CS1 tDEFL in (loc) Udell Ltd I PLATES GRIP TCLL 50.0 Plates Increase 115 TC 0.48 Verl(LL) n1a - We 999 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.29 Vert(TL) -0.19 2-6 >484 240 BOLL I 0.0 Rep Stress Incr YES WS 0.18 Horz(TL) 0.00 5 n/a n1a n"',DL 10.0 Code IBC2000/ANS195 (Matrix) Weight:35 lb JMBER BRACING I OP CHORD 2 X 6 SPF-S 165OF 1.5E 'Except' TOP CHORD Sheathed or 6-0.0 oc purfins, except end verticals. T2 2 X 4 SPF-S 166OF 1.5E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 165OF 1.5E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 5=524IMechanical,2=676/0-5-8 Max Horz2=146(load case 6) Max Uptift5=-57(load case 6),2=-72(load case 7) Max Grav5=524(load case 1),2=892(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0149,2-3=-444170,3-4-28/86,4-5=-168144 BOT CHORD 2-5=-62/170 WEBS 3-5=-4091126 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf-,BCDL=6.Opsf-,Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DQL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C:Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf an overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 57 lb uplift at joint 5 and 72 lb uplift at joint 2. LOAD CASE(S)Standard Job Truss ITruss Type -- 10ty --Ply ---�-- -- - ----.--_-...--- __ — BHATTI EJ3A `ROOF TRUSS 1 1 _ --- - - -... -- - --- - - --- 'B :lab Reference Saptional�- ... - eNevue l3uitders Supply,$cheriectady,NY 12306,Bernadine Ronay 5.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12 16:31:46 2004 F 6-0-0 4x4 :_- 2-0-0 2X4 Scale= 1 2 3 7.50 12 1 3 �T1 \ W , 3x5 = 4 3x5 ==- LOADING(psf) SPACING 2-0-0 CSIµ --' '--DEFL-' in (Ioe)Y Well Y Ud - - TCLL 50.0 Plates Increase 1.15 TC 0.52 Vert(L PLATES GRIP L) n/a - n/a 999 PLATES M112 GRIP 3 29 Vert(TL) -0,19 1-4 > TCDL 10.0 Lumber Increase 1.15 BC 0. 484 240 BCLL 0.0 Rep Stress Incr YES j W8 0.19 Horc(TL) 0.00 4 n/a nla BCDL 10.0 Code IBC2000/ANSI95 + (Matrix) I Weight:34 lb 'MBERBRAGlNG P CHORD 2 X 6 SPF-S 1650E 1.5E 'Except` TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 165OF 1.5E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 1=534/0-5-8,4=534/Mechanical Max Horzl=142(load case 6) Max Upliftl=-27(load case 7),4=-57(load case 6) Max Grav 1=691(load case 2),4=534(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-441169,2-3=-28/86,3-4=-158/44 SOT CHORD 1-4=-62/176 WEBS 2-4=-424/132 NOTES 1)Wind:ASCE 7-98-,90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf-�50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift atjoint 1 and 57 lb uplift at joint 4. LOAD CASE(S)Standard Job Truss ;Truss Type Qiy Ply SHATTI EJ4 ROOF TRUSS --_ ---.-.---".—'"' ----''T -- : -'-**'''-- Job Refere-n-ce(optional Builders Supply,Schenectady,NY123O ,dernidineRoney 6.200 s Aug 19 260�NiteWIndustrie5,Inc. Thu Feb 12 16:31:47 2004 1 -0-10-8 B-0-0 0-10-8 .4-0-0 4-0-0 U4 Scale 2x4 3 4 7.50�1-f o W� Cq �Tl 2 3x5 = 5 3X5 8-0-0 8-0-0 -Nate Offsets(X,Y): LOADING(pso SPACING 2-0-0 cSI DEFL in (loc) Ildefl Ltd PLATES GRIP TCLL 50.0 Plates Increase 115 TC 0.57 Vert(LL) n/a - n/a 999 M1120 1691123 TCDL 10.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -019 2.5 >484 240 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horn( TL) 0.00 5 n/a n/a nf'DL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:32 lb JMBER 1. BRACING OP CHORD 2 X 6 SPF-S 165OF 1.5E 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SPF-S 165OF 1.6E BOT CHORD Rigid coiling directly applied or 10-0.0 oc bracing. BOT CHORD 2 X 4 SPF-S 165OF 1.6E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 5=524/Machanical,2=67 6/0-5-8 Max Horz2=104(load case 6) Max Uplift5=49(load case 6),2=-68(load case 7) Max Grav5=583(load case 3),2=780(load case 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-617/142,3-4=-20/59,4-5=-328/97' BOT CHORD 2-5=-84/297 WEBS 3-5=-3681135 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf*,BCDL=5.Opsf;Category 11;Exp C:enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water pending. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 49 lb uplift at joint 5 and 68 lb uplift atjoint 2. LOAD CASE(S)Standard Job 'Truss Truss Type Qly Ply BHATTI EJ4A 1 ROOF TRUSS dy,N -- - - — ----'--*----'---..- - -'--- -Bellevue Builders Supply,,Schenecta Y 123b6.6ernadneRoney 5�66s Aug 19 2003 MITek Industries,Inc. Thu Feb 12 16:31:48 2004 F --—-------- B-0-0 4-0-0 4A 4-0-0 2A Scale 2 3 7.50'12 9 T1 W2; 09 4 3x5 3X5 -- 8-0-0 LOADING(psf) SPACING 2-00 - I CS1 DEFL in (loc) I/defl Uri PLATES, GRIP TCLL 50.0 Plates Increase 1.15 I TC 0.57 t Vert(LL) n1a - n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 115 BC 0.31 1 Ven(TL) -0,19 1.4 >484 240 SCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC20OO/ANS196 (Matrix) Weight:31 lb VBER BRACING P CHORD 2 X 6 SPF-S 1650F 1.5E 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. T2 2 X 4 SPF-S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SPF-S 165OF 1.5E WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 1=534/0-5-8,4=634/Mechanical Max Horz I=99(load case 6) Max Upliftl=-24(load case 7),4=-49(foad case 6) Max Gravl=578(load case 2),4=585(load case 3) FORCES (lb)-Maximum Compression/Maxirrium Tension TOP CHORD 1-2=-495/145,2-3=-20/59,3-4=-328/97 SOT CHORD 1-4=-85/310 WEBS 2-4=-3841143 NOTES i)Wind:ASCE 7-98;90mph;h=30ft;TCDL=6.Opsf,,BCDL=5.Opsi,-Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified, 2)TCLL,ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 24 lb uplift at joint I and 49 lb uplift at joint 4. LOAD CASES)Standard Job Truss *,Truss Type Q.ty 'PI.y BHATTI HIOPS HIP PIGGYBACK 2 Job Reference(qpti b��iFivuCBu—ilde—r's—Sup--'ply,Schenectady,NY 12306,�e_f_n"_a*_d'in_e_`Roney-''-- 9nAI 5.200 s Aug ib'zbc�fWitak Industries,Inc. Thu Feb12 16:31:49 2004 1 12,0-0 20.0-0 8-0-0 4-0-0 8.0-0 6X8 Scale 46 -z�- 4 5 , T50 12 2x4 2x4 ca W� vo 3 W 6 T) 3 W 2 7 8 CD C:, 5x6 11 10 9 5X6 M == 34 3x8 8-1-12 11-10-4 0-9-10 7-4-2 3-8-8 7-4-2 0-9-10 Plat LOADING(psf) SPACING 2-0-0 1 CS1 i DEFL in (loc) Ildefl Ltd PLATES GRIP TCLL 50.0 Plates Increase 1.15 TO 0,56 Vert(LL) -0.07 2-11 >999 360 TCDL 10.0 Lumber Increase 1.16 BC 0.36 e M1120 169/123 V rt(TL) -0.09 2-11 >999 240 SCLL 0.0 Rep Stress Incr YES j WB 0.21 Hurz(TL) 0.03 7 n/a n/a -Q�Dl_ 2.0 Code IBC2000/ANS195 (Matrix) Weight:72 lb ,8M BRACING BERP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 4-8-4 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (Ib/size) 2=1203/0-5-8,7=1203/0-5-8 Max Horz2=-1 18(load case 5) Max Uplift2=-144(foad case 7),7=-144(load case 8) Max Grav2=1488(load case 2).7=1488(foad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0145,2-3=2058/399,3-4=-1539/366,4-5=-1186/347,5-6=-1539/366.6-7=-2059/399,7-8=0/45 BOT CHORD 2-11=-25511567,10-11=-143/1192,9-10=-14311192,7-9=-255/1567 WEBS 4-11=-71/309.6-9=-71/226,4-9=-290/292,3-1 1=-472/140,6-9=-4721140 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=1.2psf,Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed:end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C form' embers and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--60.0 Psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 6)The bottom chord dead load shown Is sufficient only to cover the truss weight Itself and does not allow for any additional load to be added to the bottom chord. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 lb uplift at joint 2 and 144 lb uplift at joint 7. 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard Job Truss Truss Type Oty Ply BHATTI H2 ROOF TRUSS 1 2 E -e—r s_Supply,——Schenectady, I c he�e—Z fa d Y--12306,- Bernadine i�_Roney �49.q ... ---- Bellevue s Aug 19 2003 MITek Industries,Inc. thu -0-10-8 5-3-3 10-0-0 16-0-0 22-0-0 28-0-0 34-0-—-------- 0 -_40-0-0 46-0-0 50-8-13 56.0-0 56,10-8 0-10-8 5-3-3 4-8-13 6-0-0 6-0-0 6-0-0 6-0-0 6-0.0 6-0-0 4-8-13 5-3-3 0-10-8 Scale= 1: 8X8 7.50,1_2 7x8 M1120H=. 2A I 8X8 '7- 2x4 7x8 M1120H- 8X8 4 5---T2-.--6 7 8 9 10 7: \\ w 2x4 9 W W W4 2 NV 3 V,y,4 13 N, W C� 1 W2 W, W1 F1 2\\ 00 V2 12 CD -7 1 0x1 4 19 20 21 18 17 22 23 -16 15 24 25 14 10x14 zz W = 6x12 M1120H 5x8 == 6x8 5X8 = 6x12 M1120H---- 10-0-0 22 0 0 46-0-0 56-0-0 10-0-0 12-0-0 12-0-0 12-0-0 10-0-0 _4-4 Ed e,[7:0-4-_-,1- 00 -3-g -_OE�Re 1Q�0-.Z-_O O� tQ_ _oQ 2 LOADING(psf) SPACING 2-0-0 C31 DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0-95 16-17 >701 360 M1120 169/123 TCDL, 10.0 Lumber increase 1,15 I BC 0.81 Vert(TL) -1.23 16.17 >540 240 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.35 12 n/a n/a M1120H 127/93 94CD..L 10.0 Code IBC2000/ANSl95 I (Matrix) Weight:315 lb MBER BRACING OF CHORD 2 X 6 SPF 240OF 2.0E TOP CHORD Sheathed or 2-8-0 oc purlins. SOT CHORD 2 X 6 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SPF No.2 'Except' WEBS I Row at midpt 7-17,7-16 W5 2 X 4 SPF Stud,W3 2 X 4 SPF-S 165OF 1.6E 2 Rows at 113 pis 5-19.9-14 WEDGE W3 2 X 4 SPF-S 165OF 1.5E,WS 2 X 4 SPF Stud Left:2 X 8 SYP 240OF 2.OE,Right:2 X 8 SYP 240OF 2.0E REACTIONS (IbIsize) 2=428610-6-2,12=4286/0-6-2 Max Horz2=168(load case 6) Max Uplift2=-301(load case 6),12=-301(load case 6) Max Grav 2=5601(load case 2),12=5601(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD J-2=0/61,2-3=-8883/1076,3-4=-834111047,4-5=6962/950,5-6=-1 1205/1475,6-7=-1 120511475,7-8=-1 1205/1475, 8-9=-1120511475,9-10=-6962/950.10-11=-8341/1047,1 1-1 2=-8 88311 0 76,12-13=0/61 BOT CHORD 2-19=-776/7094,19-20=-1013/9507,20-21=-1013/9607,18-21=-1013/9507,17-18=-1013/9507,17-22=-1286/11570, 22-23=-1285/11570, 16-23=.1285/11570,15-16=-101319507.15-24=-1013/9507,24-25=-101319507,14-25=-1013/9507, 12-14=-776/7094 WEBS 3-19=-198/464,4-19=-352/3256,5-19=-41801521,5-17=-25712833.6-17=-1013/206,7-17=-888/150,7-16=-888/150. 8-16=-1013/206,9-16=-257/2833,9-14=-4180/521,10-14=-352/3256,11-14=-1981464 NOTES 1)Wind:ASCE 7-98,*90mph;h=30ft;TCDL=5.Opsf,BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C;Partially Exp.;L=45-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are M1120 plates unless otherwise indicated. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit - between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 301 lb uplift at joint 2 and 301 lb uplift at )int 12. LOAD CASE(S)Standard ������^�'�_���' .~~ �/m�v . |rw�a�Yvo �oty /p|y r—'-----'-------------------------' / .Bn/n7| !xo ROOF TRUSS e -----. —'----_---� ....,..~.=J"""ppj s°=mvlZuv m, /�ovv uomaumo:000y n�o� 192003 MiTek Industries,Inc. Thu Feb 12*16:51_:50_2_Q0'_4_F ��A� -_-36-0-044f0-0-- __�_�@���__-_����_����� ~-.~~ "'^- u-v /3 u-u* 8'0-0 8-0-0 8-0-0 5-8'13 6-3-3 *10'8 Scale=1: 8xiU �� ` 8x10 � '6X6 8X8 5X6 �� 7.50 12 4 VY00 � �� '' .v 11 c, - � ���----------'-----------'----'--��'---------��--- — 6x8 �� � 8x10 `, 17 18 161815 20 21 142213 23 12 6� /5xO �� 8x12MU2UH� 54 � 5� �� 8x18 :i 54 6xl2MU20H�� ` ` ` ` ----'-'----� -0-0-----_-'__--_,_ 80-0_-__--__ 12�0- 10-8-0 10-8-0 10-8-0 12-0-0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (too) lidelf Ud PLATES GRIP BRACING BOT CHORD 2 X 6 SPF 240OF 2.OE BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud *Except, WEBS 1 Row at midpt 6-15,6-14 Left:eX o avp e*oup 2.0E.Right:2x e avp o+onr 2.ns msAcT|owm (lb/size) e=*323/0-6' . 1o=4neom'n'u Max Hu/zz=uou|unu case o) Max Vp|/ftu='26myuou case x\1u 26 maxGrave=saeo(mau case 2).1o=smuoVpau case 3> pomuso UW-Maximum,Compression/Maximum Tension TOP CHORD 1'u=mo1.c'o='ux4o/1oru. a-4='uuur/1oo1'4'u='nno7/o*u.o'n='eoo1/1uoa.n'r='non1/12oor'o='onur/own o'n='000n1oo/.o'1o='ou4o/1o7a.1o'11=n/o1 ' ' oo7oxono u-`r='7om7uon^/r-1u='n1o/8onr'1n'1o='91a/eoa7.1n'1o=-o19/9uo7.10-1V='o1o/u03r.1n'2o=-1u2/VA,00 zo-u1=-1ous/arou,1*-u1=-`uua/o7on.14-cu=o1e/aV37.13'22=-819/eooT,1o'eV='V1n/noa7.12'e3='e19/gu'`7 10'12=-769//088 ' vxsao u'17='oonm2o.4'1r='oo1my1o.n'1r=ao7ownr.o'1o='4s/1nou'o'1o='1ov1/1rr.n'1*='1u41/1r7.r-14=*o/1xou 7'`z='oo7swo7.o'`z='ao1/un1o.o'1o='ouomuo ' ' wo`so 1)Wind:xSoE7-ea 90mph;h=30ft;TCDL=6.0psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Unbalanced snow loads have been considered for this design.. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are M1120 plates unless otherwise indicated, 'This truss has )13ewvean the bottom n'hord^and anyned for other load~ bottomembersm rectangle m/ Irovide mechanical connection(by others)of truss to bearing plate capable of withstanding 266 to uplift at joint 2 and 265 lb uplift at joint 10. LOAD CASE(S)Standard • Job 'Truss Truss Type ---jQ1.y Ply i BHATTI H4 ;ROOFTRUSS 2 — Bellevue—B Job Rp[qrgjfjc�t.(9 u�Builders§U _p,ijjq[LaI) PF17Y6�'�enecti6y,NY 12306,Bernadine Roney 5.200-s-K69-'i9_ib63'KliTek Industries,Inc. 'Th_'v_Feb.. -0- 21-0-0 28-0-0 8 -8 0-10-8 7-4-7 6-7-9 7-0-0 7-0.0 7-0.0 7-0-0 6-7-9 7-4-7 0-1 0-8 Scale 7.50;�12 6x1 0 -- I 6X1 0 -- 4x6 8X8 === 4x6 44 <;, 5 6 7 89 2x4 4x62X4 4 �� , \ t ��T 10 3 3 VY4 W 1jV1 W.3 5 W C) 1 f9w-1- c6- :L -HW2 12 -------- 13 CD 16X14 —------------ 19 20 18 21 17 22 16 23 15 24 14 25 26 10x14 :-�z 7X12 M1120H WB-= 4x10 6X8 6x8 = 7x12_M1120H WB--- 14-0-0 14-0-0 14-0-0 14-0-0 Plate E =- 2-.O- ----------- LOADING(psf) SPACING 2-0-0 c8i DEFL in (loc) I/defl Ud PLATES GRIP TCLL 50.0 1 Plates Increase . 5 TC 0.57 i 11 1 Ven(LL) -0.70 16-18 >952 360 1 M1120 1691123 TCDL 10,0 1 Lumber Increase 1.15 BC 0.76 Veft(TL) -0.92 16-18 >727 240 M1120H 1481108 SCLL 0.0 Rep Stress Iner YES I WB 0.88 Horz(TL) 0.28 12 n/a n/a RCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:317 lb MBER � BRACING 6 P CHORD 2 X 6 SPF 240OF 2.OE TOP CHORD Sheathed or 2-11-12 oc purlins. BOT CHORD 2 X 6 SPF 240OF 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 *Except* WEBS 1 Row at midpt 3-18,7-16,11-14 W5 2 X 4 SPF Stud,W1 2 X 4 SPF-S 1 65OF 1.5E 2 Rows at 1/3 pts 6-18.8-14 WEDGE W1 2 X 4 SPF-S 165OF 1.5E,W5 2 X 4 SPF Stud Left:2 X 8 SYP 240OF 2-0E,Right:2 X 8 SYP 240OF 2.0E REACTIONS (Ib1size) 2=441110-6-2,12=4411/0-6-2 Max Horz2=233(load case 6) Max Uplift2=-227(load case 6),12=-227(load case 5) Max Grav2=5599(foad case 2),12=5599(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0161,2-3=-8755/1070,3-4=-7839/971,4-5=-7278/1004,5,6=6413/927,6-7=-828611183,7-8=-82 86/1183, 8-9=-6413/927,9-10=-7278/1004, 10-11=-7839/971.11-12=-875511070,12-13=0/61 BOT CHORD 2-19=-751/7080,19-20=-751/7080,18-20=-751/7080,18-21=-762/7790,17-21=-752/7790,17-22=-762/7790, 16-22=-752/7790,16-23=-,762/7790,15-23=-76217790,15-24=-752/7790,14-24=-75217790,14-25=-75117080, 25-26=-75117080,12-26=-75117080 WEBS 3-18=826/259,5-18=-286/2774,6-18=-2981/354,6-16=-103/1445,7-16=-1180/245,8-16=-104/1445.8-14=-2981/354, 9-14=-286/2774,11-14=-8261259 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=S.Opsf;Category it;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(root snow);Exp C;Partially Exp.;L=45-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat root load of 60,0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 6)All plates are M1120 plates unless otherwise indicated. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit -between the bottom chord and any other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 227 lb uplift at joint 2 and 227 lb uplift at pint 12. LOAD CASE(S)Standard Job Truss Truss Typd —.1,Qty P-ly BHATT1 ;H5 I ROOF TRUSS 2 Yi Bellevueue Biu-12 e—rsSupply,51 �Sh_6_ngc f-dy�-f Tf:fSdd-b------ :j emadine Roney 6.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 00A -1 -0710-8 8-3-3 16-0-0 _r_ 24-0-0 32-0-0 40-0-0 47-8-13 56-0-0 56-19-8 0 -10-8 8-3-3 7-8-13 8-0-0 8-0.0 ~ 8-0-0 7-8-13 B-3-3 0-10-8 - WO :_ Scale 1 7.60.ff 2x4 5X6 4A - 6X10 --- 4x6 5 6 7 8 9 2A 4x6 2x4 T 3 14 10 W 1 W2 C? W 2 W h ;' \y, W c0C0D) w-, 'T B2__ - - --- t/ -HW2 12 13 I Ox 14 20 21 19 22 18 2317 24 16 125 26 14 27 28 10x14 4x6 = 5x12 Ml120H::--- 6x6 4x6 5x8 5x1 2 M I 120H 24-0-0 11-9-0-- 12-3-0 8-0-0 12-3-0 11.9-0---- F�l'ate 6 iFs'e__1s' 2:0-4 .. ...... a 5:9-qAQ-3-4 :0-5-4 _3 ig, LOADING(psf) SPACING 2-0-0 CS1 j DEFIL in (lacy Vdefi Lid PLATES GRIP TCLL 50.0 Plates Increase 1.15 i TC 0.05 Vert(LL) -0.59 17-19 >999 300 M1120 197/144 TCOL 10.0 Lumber increase 1.15 i BC 0.72 Vett(TL) -0.78 17-19 >859 240. 1 BOLL 0.0 Rep Stress Incr YES WB 0.77 i Horz(TL) 0.25 12 n/a We M1120H 1481108 RCDL 10.0 Code IBC2000/ANS195 (Matrix) I Weight-,324 lb I OP CHORD 2 X 6 SPF 240OF 2.OE BRACING BOT CHORD 2 X 6 SPF 240OF 2.OE TOP CHORE) Sheathed or 2-10-0 oc purlins. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF No.2 *Except, WEBS 1 Row at micipt 8-17 WEDGE WS 2 X 4 SPF Stud,W5 2 X 4 SPF Stud 2 Rows at 113 pts 6-17,8-16 Left:2 X 8 SYP 240OF 2.OE,Right:2 X 8 SYP 240OF ZGE REACTIONS (lb/size) 2=4525/0-6-4,12=4636/0-6-4 Max Horz2=266(load case 6) Max Uplift2=-186(load case 6),12=-186(load case 5) Max Grav2=5633(load case 2).12=5644(foad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0161,2-3=-8909/1038,3A 8140/1033,4-5=-7496/1071,5-6=-7123/1066,6-7=-7123/1066,7-8=-7123/1066, 8-9=-7157/1068,9-10=-7514/1071,10-11=-8158/1033,11-12=-8928/1038,12-13=0101 BOT CHORD 2-20=-71817132,20-21=-718/7132,19-21=-71817132,,19-22=-496/6036,18-22=-496/6036, 18-23=-496/6036, 17-23=-49616036,17-24=-627/7157,16-24=-627/7157,16-25=-496/6052,15-25=-496/6052,15-26=-490/6052, 14-26=-496/6052',14-27=-71817148,27-28=-718/7148,12-28=-718/7148 WEBS 3-19=-930/297,5-19=-13711461,5-17=-257/2717,6-17=-14131264.8-17=-457/349,8-16=-1701/299.9-16=-259/2743, 9-14=-13611456,11-14=-932/297 NOTES 1)Wind:ASCE 7-98;90mph,h=30ft;TCDL=B.Opsf;BCDL=5.Opsf;.Category 11;Exp C;enclosed;MWFR8 interior zone and C-C Exterfor(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C;Partially Exp.;L=45-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All Plates are M1120 plates unless otherwise indicated. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 186 lb uplift at joint 2 and 186 lb uplift at ioint 12. jAD GASE(S)Standard Job :Truss Truss Type BHATTI iH6 'ROOF TRUSS '35 Roney 6.2 00s.Aug 19 2003 MiTek Industries,Inc. Thu Feb 1216:31:53 200A Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Jab Reference(optional)__ -0,10-8 9-3-3 18-0-0 _26 1-P r 28-0-0 38-0-0 46-8-13 66-0-0 6- -8 0-10-8 9-3-3 8-8-13 10-0-0 10-0-0 8-8-13 9-3-3 0-10.-8 7.50 6x14 6x14 Scale 1 5x6 5 7 5x6 2A T 4 ;Z 2A a 3 3 W1 V2 4 IT I C) HW2 10 11 .9 _00 1 Oxi 4 ::r- 17 18 1619 1.5 20 14 21 13 2212 23 24 10x14 5X6- 5X12 Ml120H-_-_-- 6X8 = 5X1_2 M1120K.:1. 5x6 14-3-3 28-0-0 - 14-3-3 13-8-13 13-8-13 14-3-3------— Plate—Offsets(X.Yl: ,4.:.4 Eg6gl,. :0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (10c) Ildefl Ltd--- PLATE GRIP TCLL 50.0 Plates Increase 1.15 TC 0.93 1 Verl(LL) -0.55 12-14 >999 360 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.83 V rt e BCLL 0.0 Rep Stress Incr YES I (TL) -0-74 12-14 >902 240 M1120H 148/108 WS 0.80 Horz(TL) 0.23 10 n/a n/a caCDL 10.0 Code IBC20O0/ANS195 (Matrix) Weight:312 lb ,MBER ............. .OE *Except' i OP CHORD 2 X 6 SPF 2400F 2 BRACING TOP CHORD Sheathed or 2-6-5 oc purlins. T2 2 X 6 SPF-S 165OF 1.6E,T2 2 X 6 SPF-S 1650F 1.5E BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 6 SPF 240OF 2.0E I WEBS 2 X 4 SPF No.2 *Except* WEBS 1 Row at micipt 3-16,5-14,7-14,9-12 W4 2 X 4 SPF Stud,W1 2 X 4 SPF-S 165OF 1.5E 2 Rows at 1/3 pis 6-14 WEDGE W1 2 X 4 SPF-S 165OF 1.5E,W4 2 X 4 SPF Stud Left:2 X 8 SYP 240OF 2.OE,Right:2 X a SYP 240OF 2.0E REACTIONS (lb/size) 2=4566/0-6-4,10=4566/0-6-4 Max Horz2=298(load case 6) Max Upfift2=-169(load case 7),10=-169(load case 8) Max Grav2=6583(load case 2), 10=6583(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0161,2-3=-8691/1033,3-4=-76861986,4-5=-6960/1029,5-6=-6289/1008,6-7=-6289/1008,7-8=-696011029, 8-9=-768e1986,9-1 0=-869111033,10-11=0/61 BOT CHORD 2-17=-701/6950,17-18=-701/6950,16-18=-701/6950,16-19=-432/5658,15-19=-432/6658, 16-20=-43216658, 14-20=43215658,14-21=-43215658,13-21=-432/5658,13-22=-4 32/6658,12-22=-432/6658,12-23=-701/6960, 23-24=-70116950,10-24=-701/6950 WEBS 3-16=-1 173/344,5-16=-1 3211643,5-14=-244/2168,6-14=-1 806/332,7-14=-244/2168,7-12=-1 3211643,9-12=-1 173/344 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf-,BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33,This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=60.0 psf(roof snow);Exp C:Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding, 6)All plates are M1120 plates unless otherwise indicated. 7)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Drovide mechanical connection(by others)of truss to bearing plate capable of withstanding 166 lb uplift at joint 2 and 169 lb uplift at Ant 10. —OAD'CASE(S)Standard Job ;Truss Truss T ype SHATTI H6A ROOF TRUSS ;20 i—ie—vu - -f--Z—1W-' -- -Ee Builders Spp Schenectady, i2366,Bem • • -�.200'i MiTek Industries,Inc. Thu Fab 1 1:53 2004 -0�1 0-8 9-3-3 -T- 18-0-0 28-0-0 38-0-0 83- -1 0-10-8 9-3-3 8-8-13 10-0-0 10-0-0 8-8-1.3 9-3-3 — 6x14 Scale 7.50112 W 6x14 5x6 5 6 7 5x6 -Z�- 2A T2- 4 8 2x4 9 3 VY�3 W1 2 9 w i 4 w 0 1 Awl V 10 HW2 -ViK 10x14 = co 16 17 1518 - 14 19 13 20 12 2111 22 23 10x14 :z 5x6 — 5x12 M1120H---- 6X8 5X12 MUM-' 5X6 .14-3-3 28-0-0 14-3-3 13-8-13 13-8-13 14-3-3 0,-2*-"4j------- 0. ............. LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ltd PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0,55 13-15 >999 360 M1120 169/123 TCDL 10.0 Lumber Increase 1,16 BC 0.83 Vert(TL) -0.74 13.16 >901 240 M1120H 148/108 BCLL 0.0 Rep Stress incr YES W8 0.80 Horz(TL) 0.23 10 n/a n/a c1CDL 10.0 Code IBC2000/ANS195 i (Matrix) Weight:310 lb,' JMBFR I BRACING OP CHORD 2 X 6 SPF 240OF 2.0E 'Except` TOP CHORD Sheathed or 2-6-0 cc purlins. T2 2 X 6 SPF-S 165OF 1.5E,T2 2 X 6 SPF-S 165017-1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, BOT CHORD 2 X 6 SPF 240OF 2.0E WEBS I Row at midpt WEBS 2 X 4 SPF No.2 *Except- 2 Rows at 1/3 pts 6-13 W4 2 X 4 SPF Stud,W1 2 X 4 SPF-S 165OF 1.5E WEDGE W1 2 X 4 SPF-S 165OF 1.5E,W4 2 X 4 SPF Stud Left:2 X 8 SYP 240OF 2.OE,Right:2 X a SYP 240OF 2.0E REACTIONS (lb/size) 2=4567/0-6.4,10=4428/0-6A Max Horz2=305(foad case 6) Max Uplift2=-1 69(load Case 7),1 0=-134(load case 5) Max Grav2=5583(load case 2).10=5388(load case 3), FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0161,2-3=-8692/1034,3-4=-76871987,4-5=-6960/1030,5-6=-6294/1009,6-7=6294/1009,7-8=-6974i1 034, 8-9=-7700/991,9-10=-8623/1038 BOT CHORD 2-16=-726/6950,16-17=.726/6950,15-17=-726/6950,15-18=-457/5658.14-18=-467/5658,14-19=-467/6658, 13-19=-457/5658,13-20=-458/5665.12-20=-458/6666,12-21=-458/5665,11-21=-458/6065,11-22=-731/6967. 22-23=-731/6967,10-23=-73116967 WEBS 3-15=-1 1731344,5-16=-1 32/1643,5-13=-244/2170,6-13=-18071332,7-13=-244/2167,7-1 1=-1 36/1655.9-11---1182134 7 NOTES 1)Wind:ASCE 7-98;90rnph;h=30ft;TCDL=5.Opsf;BCDL=5.00sf,*Category 11;Exp C;enclosed,MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1,33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50-0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed far 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are M1120 plates unless otherwise indicated. 7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. provide mechanical connection(by others)of truss to bearing plate capable of withstanding 169 lb uplift at joint 2 and 134 lb uplift at :)int 10. LOAD CASE(S)Standard Job Truss ;Truss Ty06 ""Qty -Ply......— BHATTI H7PB HIP PIGGYBACK 12 —9-el—levL—le-fTu7ild—eri-S-6-ppl—y,Schenectady,NY Bernadine Roney 5.�00 s`Aug'1'9 2003 MiTek Industries,Inc. Thu Feb 12 16-:31:54,-20-04- 2-0-0 6-0-14 20-0-0 2-0-0 4-0-14 3-11-2 3-11-2 4-0-114 2-0-0 Scale — 7.50 12 4x5 WO = 2A WO = 4x5 3 4 6 7 C, T co 9 C) 3x5 14 13 12 11 10 3x6 3x7 = 2X4 .i 5XI 0 = 2A 3x7 0-9-11 2-1-1— 6-0-14 10-0-0 13-11-2 17-10-4 0-9-11 1-4-1 3-11-2 3-11-2 3-11-2 3-11-2 1-4-2 0-9-10 L Q_2-4 7Q- -0�02-41,jt -2:1b- &J,1 2 LOADING(pso SPACING 2-0-0 CS1 DEFL in (too) I/deff L/d TCLL 50.0 Plates Increase 1.15 1 TC 0.53 Vert(LL) -0.06 10.11 >999 PLATES GRIP 169/123 TCDL 10.0 Lumber Increase 1.15 360 M1120 1 ' BC 0.35 Vert(TL) -0-07 10-11 >999 240 i SCLL 0.0 Rep Stress iner YES I WB 0.56 Horz(TL) 0.02 8 n1a n/a RCDL 2.0 Code IBC20OO/ANS195 I (Matrix) Weight:64 lb IMSER OP CHORD 2 X 4 SPF-S 1650F 1.5E BRACING BOT CHORD 2 X 4 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10,0.0 oc bracing. REACTIONS (lb/size) 2=563/0-5-8, 12=1280/0-5-8,8=663/0-5-8 Max Horz 2=21(load case 4) Max Uplift2=-83(load case 4),12=-236(load case 4),8=-84(foad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32,2-3=-7871186,3-4=-671/179,4-5=-108/617,5-6=-108/517,6-7=-671/179,7-8=-787/186 8-9=0/32 BOT CHORD 2-14=-128/650,13-14=-213/948,12-13=-213/948;11-12=-213/948,10-11=-213/948.8-10=-128/659 WEBS 3-14=-3/62,7-10=-3/62,4-13=-56/27,5-12=-554/155,6-11=-56127,4-14=-284/87,4-12=-1497/381,6-12=-1497/381,6-10=-284/87 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,,BCDC=1.2psf,Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)This truss has been designed for 1.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water pending. 5)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to.be added to the bottom chord. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 83 lb uplift at joint 2,236 lb uplift at joint 12 and 84 lb uplift at joint 8. 7)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard J»» Truss '----^-'--�' m» 'rmo �vou htyr -- BHATTI H8PB'nVpB HIP PIGGYBACK 2 --'--------- ' i--- ' ,"��""""=�"ppp �o`anvnoov.m,,zuu�oomamnunvnev - -k.�oovAue1opU p;6�����z������l 20-�� 4-0-06-0-06-0-0 --- '- ------ ----'-- Scale� ' 4x10 �� 7.50 12 3«8 4x10 3 4 - W. c, � 12 -_-_- _-_---__ __-'__'__--_-___-_-__-_---�^��.��� = U»G \\ 10 Q �O 8 8x5 8x6 8x5 �� Pc -_1&8-0 -----.1�����'- 0'910 o'+a 6'10'4 5'10~4 ---'-'- --r----- — ----- 3'4'3 0'9-9 uOAD|ws(pso SPACING 2-0-0 i cu| ospL in (too) Iideft Ud p�� - -- "~LL 50.0 Plates Increase 1.15 ' Tc u.us Va -V�� 9 `9g« ��V � �|Qo um�c� /uuL `u.o Lumber Increase 1.15 | �� u.�n V �' ^O�� g ^O�` �40 / 1611 ucLL o.o �apSoouo|no YES | �8 o84 ' H~°'~ O.oV V mu mo ` ' RCuL uo � oouo 0oomuommamx / Vwwmx � / =^^^^/ `� _. Weight:oslb xwosn -------'----------------------'------ .op CHORD ux4opF-S 1suup` os BRACINGaoT�*onoux�opp'��osup��us /O'Cnu«u »xoammo,vo'n'1zpv um WEBS zx^eppStud ' aorox�no n��ow»uyu�w*|y�vp/iwuoro'5-Ovpbracing, WEDGE »YEee I Row a\mWp| +10.*'B Left:2x4oPF Stud,Right:2x4ePF Stud maAo7/mms (lb/size) 2--*1203m'5'8.6=1203m'5'8 ' max* o= Max u onu 1 case o),V~'1r1(load case Max Gmw2=1soaVoqucase 2).s=1uuhVnad case -' poecEa (lu)'Maximum comnnoamon/waximumTension Toponono 1'u=ows.u'n='z*a1w4n.n'^='zuu1/*,o'4'u='coz1w10 w u'n='��o� 4o Vr=uwo aoTonono u'1u='uo5/1oon.o'1o='sna/u44c.o'o=nomo4*un'o='n�x/1oon ' ' WEBS o'1o=omaro'n'o='nn/o7o.4'o=u/c4.4'1o='17x�2o1.4'n=-1ryoao1 worEs 1)Wind:xaCE 7 �ea�oum o x xou.Too:=ou / �� . ,. B-~L-12 zoneand o-C Eu/ahor¢> zone;cantilever left uee�nau{�r�=oho nr right exposed;end plate /mouusn|v ���—ommmm���uhrww�G�xw�U�uu��� � z /cLL:AaoE7'ou:pf=so-nps/(roof mux);Expo;Partially Exp. u Unbalanced snow loads have been considered for this design. 4 This truss has been designed for 1.uu times flat roof load of 50,npmun overhangs non-concurrent with other live|nauu o>pmwuaauanuu'eummaoa�p�ventvmuu,nonu/no. � 6)The bottom chord dead load shown is sufficient only tu cover the truss wmmx/|weoand u���nut�n*°mrnmr�uu/�wW/p�umuo auueo'tptoeummmchom. ' 7)Provme mechanical connection(by others)of truss to bearing plate capable of withstanding 171 lb uplift at joint 2 and 1r1 m uplift atjoint 6. 8)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD cAus(e)Standard - ' Job Truss ___7TrussTylJe Qty Ply SHATTI H9P5 :HIP PIGGYBACK 2 6eiie_�_ue_E 7wic-iters Supply,—SchWe-ji�—dy- ............ :Job Reference(2p Bernadineedi Roney �.20b'$'Kuig' 19'2_0'0J_3'_MiTak__I n--d-ustries,Inc. Thu Fab 12 16:31:55 2004 6-0-0 '10-0-0 .. 14-0-0 ... .... 20-0-0 6-0-0 4-0-0 4-0-0 6-0-0 Scale 4x1 0 3x5 4x10 7.50 i 12 3 4 5 -T2-- C? Vv? W) W T C� Cl) 2 5x8 = 10 9 5X8 3x5 = 3x5 = 3x5 0-9-10 6-1-12 13-10-4 ...... 19-2-7 0-9-10 5-4-2 7-8-8 5-4-3 0-9-9 _Offsets_L;KY. 2.0-1-7 T_ LOADING(psf) 1 SPACING 2-0-0 i CS1 TOLL 50.0 Plates Increase 115 TO 0.66 DEFL in (Joe) Well Ltd PLATES GRIP Vert(LL) -0,08 6-8 >999 360 M1120 TCDL 10.0 Lumber Increase 1.15 SO 0.57 Vert(TL) -0.10 6.8 >999 240 169/123 BOLL 0.0 Rep Stress Incr YES WS 0.40 BCDL 2.0 Code IBC2000/ANSI95 (Matrix) Horz(TL) 0.05 6 n/a n/a Weight:64 lb ,MBER BRACING i-OP CHORD 2 X 4 SPF-S 1650F 1.5E TOP CHORD Sheathed or 4-2-9 oc purlins, BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=120310-5-8,6=1203/0-5-8 Max Hor72=-86(load case 5) Max Uplift2=-1 34(load case 6),6=-1 34(load case 5) Max Grav2=1 688(load case 2),6=1 588(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/46,2-3=-2190/394,3-4=-1661/389,4-5=-1661/369,5-6=-2190/394.6-7=0/45 BOT CHORD 2-10=-23311638,9-10=-293/1878.8-9=-293/1678>6.8=-233/1638 WEBS 3-10=-64/478,5-8=-64/478,4-10=-708/135,4-8=-708/135 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=1.2psf,-Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterier(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TOLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water pending. 6)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 134 lb uplift at joint 2 and 134 lb uplift at joint 6. 8)SEE lvliTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard Job !Truss Truss Type -- -__ f`Qty_ BHATTI 12 I' HG1 ROOFTRUSS 'Job Reference(optignatj Bll Builders Supply,Schenectady,NY 123Q6,Bernadine Roney -5.200 s Aug 19 2003 MIT ek Industries,Inc. Thu Feb e evue 12 i 6:31:56 2004 -0110-8 8-0-0 _ 14-9-3 21-4-9 28-0-0 34-7-7 41-2-13 48-0--0---, ----- - -r - - — 56 0 0 56-1 Q 8 0-10-8 8-0-0 6-9-3 6-7-7 6-7=7 6-7-7 i_. `6-7-7 ,- -6-9-3_.. —__- Scale= 1 8x8 7.50 12 5x14 = 2x4 8x8 2x4 i 5x14 _. 8x8 3 4 5 6 �VV4 VV , V�112 1 W2 W 2�W 2 W Vy( '�N3 VY4` 0 co !�—--- —r t 1 6x16 20 19 1817 16 1514 13 12 6x16 -:z., 8x8 = 8x10W1120H WB== 3x6 5x10 -- 34 .` 8x8 =_ 3x6 ,_. 5x10 -= 8x10 M1120H WBL_ 8-0-0 14-9-3 21_4-966-0-0 8-0-0 6-9-3 6-7-7 6-7-7 6-7-7 6 7-7— 6 3 --- 8 0 Q — , Plate.Offsets�X,Y}_j2 0-1-14 0�3-01 C6:0 �,,j1,0:0-1_14 0 3_Qa;;L12:o-a eao-�►-J;�1 0. =�2 ti-z=aj zr:o=a 1 0 2=aL t3s o-5.0 agel�Lo a-3-a o-g a1 :-�-� _ LOADING(psf) ---•=--I-�--•-----=-- =---- (P ) SPACING 2-0-0 CSI i DEFL in (loc) Well L/d PLATES GRIP TCLL 50.0 Plates increase 1.15 TC 0.75 i Vert(LL) 1 13 16 >592 360 M1120 1691123 TCDL 10.0 Lumber Increase 1,15 BC 0.72 Vert(TL) -1,51 16 >442 240 MI120H 18T/143 BCLL 0.0 Rep Stress Incr NO WB 0.99 I Horz(TL) 0,32 10 We n/a RCDL 10.0 Code IBC2000/ANS195 _ —(Matrix) -- , Weight:750 lb iMBER 1 BRACING------- - ------ .__ --_—__—..— OP CHORD 2 X 6 SPF-S 165OF 1.5E 'Except' TOP CHORD Sheathed or 3-3-14 cc purlins. T2 2 X 6 SPF 2400E 2.OE,T2 2 X 6 SPF 2400E 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. BOT CHORD 2 X 8 SYP 240OF 2.0E WEBS 1 Row at midpt 4-20,8-12 WEBS 2 X 4 SPF No.2 'Except' W3 2 X 4 SPF-S 165OF 1.5E,W1 2 X 4 SPF-S 1650F 1.5E W1 2 X 4 SPF-S 165OF 1.5E,W1 2 X 4 SPF-8 1650F 1.5E W1 2 X 4 SPF-S 165OF 1.5E,W3 2 X 4 SPF-S,165OF 1.8E WEDGE Left:2 X 6 SPF-S 165OF 1.5E,Right:2 X 6 SPF-S 165OF 1.5E t REACTIONS (lb/size) 2=9407/0-5-8,10=9407/0-5-8 Max Horz 2=-1 33(load case 4) Max Uptift2=-928(load case 5),10=-928(load case 4) Max Grav2=10769(load case 2),1 0=1 0769(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0171,2-3=-17309/1550,3-4=-14311/1355,4-5-26964/2534,5-6=-2 6 9 64/2534,6-7=-26964/2534,7-8=-26964/2534, 8-9=-14311/1355,9-1 0=-1 730 9/1 5 51,10-11=0/71 BOT CHORD 2-20=-1343/14210, 1 9-2 0=-2088/2214 5, 18-19=-2088/22146,1 7-1 8=-20 88/221 4 5,16=17=-2667128526, 15-16=-2667128525, 14=15=-1990/22145,1 3-1 4=-1 99 0/2 21 4 5,12-13=-1990/22145,1 0-1 2=-1 2 1 1/1 421 0 WEBS 3-20=-718/8058,4-20=-10371/1050,4-19=-76/1328,4-17=-616/6317,5-17=-1116/1.67,6-17=-2248/242,6-16=-80/1428, 6-15=-2248/240,7-15=-11161166,8-15=-617/6317,8-13=-75/1328,8-1 2=-1 0371/1 04 9,9-12=-718/8058 1 NOTES 1)2-ply truss to be connected together with 10d Common(.148"x3°)Nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 cc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 cc. Webs connected as follows:2 X 4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE($)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(5),unless otherwise indicated. 3)Wind:ASCE 7-98;90mph;h=30ft;TCDL='5Apsf;BCDL=5.Opsf;Category It;Exp C;enclosed;MWFRS interior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp.;L=45-0-0 This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 'rovlde adequate drainage to prevent water ponding. All plates are M1120 plates unless otherwise indicated. o)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable.of withstanding 928 lb uplift atjoint 2 and 928 lb uplift at joint 10. 10)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 56-0-0 LD t�)i'ti�d�$�/�g�tgndard ' Job Truss Qty Ply ;Truss TY06 BHATTI iHG1 ROOF TRUSS 12 21 —BellevueBullders Supply, s Aug'i 9*2 003 MiTak industries.Inc. Thu Feb 12 id. 1:56 2004 1 I OAD CASE(S)Standard Snow:Lumber lncrease=1.15,Plate lncrease=1.15 Jniform Loads(plf) Vert:1-3=-1 20,3-9=-1 20,9-11=-I 20,2-1 0=-214(F=-1 94) ir1 Jab (Truss :Truss Type Qty Ply I 1 , BHATTI SJ1 ROOF TRUSS 12 ? 1 - - ---- --- Job Referen nal)c@(optio _..-- . -- Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Rone — ` Y 5.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12 16:31:56 2004-- -0-10-8 2-0-0 0-10-8 2-0-0 - --: Scale I 7.50 0 T1 2 00 B1 _- 4 LOADING(psf) SPACING 2.0-0 I CSI DEFL in (lac) Wall Ud PLATES GRIP TCLL 50.0 Plates Increase 1.16 TC 0.04 Vert(LL) n/a n/a 999 M1120 1691123 TCDL 10.0 Lumber Increase 1.15 i BC 0.02 Vert(TL) -0.00 1 >999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.00 Horz(TL) -0.00 3 n/a n1a 00/ANSI95 i (Matrix) Weight:9lb EMBER DL 14.4 Code is C20��__.____._._..___.____._.—..___.._.._—......._ JP CHORD 2 X 6 SPF-S 1654F 1.5E BRACING TOP CHORD Sheathed or 2-0-0 oc purlins. .)T CHORD 2 X 4 SPF-S 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=90/Mechanical,2=273/0-5-8,4=19/Mechanical Max Horz2=59(load case 5) Max Uplift3=-28(load case 6),2=-36(load case 5) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/34,2-3=-87141 BOT CHORD 2-4=010 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=S.Opsf,BCDL=5.0psf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumbar DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.4 psf(roof snow);Exp C;Partially Exp. 3)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections2 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 3 and 36 lb uplift at joint 2. LOAD CASE(S)Standard 1 Job -Truss Truss Type QiY Ply SHATTI 'T1GD ROOF TRUSS 12 Jod Reference sWug 16 2003'MiTek'Indusides.Inc. Thu Fe 6_effe_vde_bui�ldeii Suppi 3667Bar6YIne i b 12 16:3 t.57 2004 7-1-0 14-2-0 7-1-0 5X8 7-1-0 Scale: 2 7.50 12 cat W Tl-, 3 --------------- 9 00 6X8 5 4 OX8 3x6 If 3x6 10-13 F;Iiie:O�fLj7S-t��y ,f- 4-10-13 4-4-7 4-10-13 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (too) I/deli L/d PLATES GRIP TCLL 60.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0,07 3-4 >999 360 TCDL 10.0 Lumber Increase 1.15 BC 0.70 Vert(TL) -0.09 3-4 >999 240 M1120 1691123 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.03 3 n/a n/a RCDL 10.0 Code IBC2000/ANSI95 (Matrix) JMBER Weight:67 lb BRACING -OPCHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sheathed or 4-5-5 oc purlins, SOT CHORD 2 X 6 SPF-S 165OF 1.5E WEBS 2 X 4 SPF Stud SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=2289/0-5-8,3=2289/0-5-8 Max Horzl=120(load case 5) Max Upliftl=-148(load case 6).3=-148(loaci case 7) Max Grav 1=2375(load case 2),3=2376(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-3017/200,2-3=-3017/200 BOT CHORD 1-5=-126/2347,4-5=-99/1802,3-4=-113/2347 WEBS 2-5=-7 011 3 37,2-4=-70/1337 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=5.Opsf;Category It;Exp C;enclosed;MWFRS interior zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DQL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)1 This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 148 lb uplift at joint 3. 5)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 14-2-0 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S)Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-1 20,2-3=-1 20, 1-3=-214(F=-1 94) Job Truss ------------ i i 1 Qty y BHATTI T1GE I 1COMMON ;2 F _ __ _� [ i ;Job Reference{oQtionaQ_ . el jppJ�,§.hen6c�di,Nilf�61�BernadineE .20 Aug 19 2003 MiTek Industries,Inc. Thu Fab 12 16:31:57 2004 0-8 0-104 7-1-0 7-1-0 0-10-8 5x6 T Scale 5 12 2A 2x47.50 4 2x4 E, \ 6 §T3 2x4 3 7 L9 ,T1/ �. T1 §T2 '9T? IT"I qT11 9 2 1 8 C)00 C> 3x5 = 14 13 12 11 10 3X5 2x4 i: 2A 2x4 i 2x4 2A LOADING(psf) SPACING 2-0-0 TCLL 50.0 Plates I CS1 DEFL in (loc) Well L/d PLATES GRIP as Increase 1.15 TC 0.10 Vert(LL) n/a - TCDL 10.0 n1a 999 M1120 169/123 Lumber Increase 1 15 BC 0.05 Vert(TL) 0.00 1 >999 240 BCDL WS 0.11 Horz(TL) 0.00 BCLL 0.0 Rep Stress Incr NO 10.0 Code IBC2000/ANSI95 8 ri/a n/a (Matrix) Weight:67 lb 'IMBER BRACING P CHORD 2 X 6 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6.0-0 oc purlins. - JT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied of 10.0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=338114-2-0.8=338114-2-0,12=233/14-2-0.13=236/14-2-0.14=406/14-2-0,11=236/14-2-0.10=406/14-2-0 Max Horz2=-121(load case 5) Max Uplift2=-29(load case 5),8=-38(load case 8),13=-30(foad case 7),14=-68(load case 7),11=-26(load case 8).10=-68(load case 8) Max Grav2=446(load case 2),8=446(load case 3),12=233(load case 1).13=335(load case 2),14=552(load case 2),11=335(load case 3),10=662(load cas, FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD* 1-2=0/48,2-3=-193/110,3-4=-158/89,4-5=-141/135,6-6=-141/135,6-7=-158/89,7-8=-1931110,8-9=0/48 BOT CHORD 2-14=-14172.13-14=-14172.12-13=-14/72, 11-12=-14/72,10-11=-14/72,8-10=-14/72 WEBS 5-12=-187/0,4-13=-307/66,3-14=-481/141,6-11=307/66,7-10=481/141 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opst,BCDL=6.opsf*,Category 11;Exp C;an.closed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified, 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-98;Pf=60.0 psf(roof snow);Exp C;Partially Exp. 4)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 29 lb uplift at joint 2,38 lb uplift at joint 8,30 lb uplift at joint 13,68 lb uplift at joint 14,26 lb uplift at joint 11 and 68 lb uplift at joint 10. LOAD CASE(S)Standard 44 Job Truss ;Truss Tyne i _i. tY--F Aty — BHATTI T2p6 3 PIGGYBACK lob Reference(pptionalZ_ Bellevuo Builders Supply,Schenectady,NY 12306,Bernadine Roney --" 5.200 s"Aug 19 2003 MiTek Industries,Inc. Thu Feb 12"16:31:58 2004 5-7-6 10-0 0 14 t1-10 _ 20-0-0 5-7-6 4-4-10 4-4-10 5-7-6 - - - 4x6 Scale w 4 1 I 7.50;12- ' 2x4 �.• �, i 3 �,�'� 2x4 o ,_ CD • r- a 5x6 g 5x6 5x8 :=: 9-10 10-0-0 —,---- _ 6 19.2_ -- - _ — ---r---- -- ----- —- -------- --2 -0-Q 0-9 1 0 9-2-6 _ 9-2-6 0-9-10 Plata Offsets(X Y) [2:0-1-0 Ede 6:0-1-0 Ed e LOADING{psf} SPACING 2-0-0 I CS] DEFL in {loc) Ildefl Ltd j PLATES GRIP TGLL 50.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.09 2-8 >999 360 I M1120 1691123 TCDL 10.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.12 2-8 >999 240 BCLL 0.0 Rep Stress Incr YES I WB 0.46 Horz(TL) 0.04 6 n/a n/a l 8COL 2.0 Code IBC20001ANSI95 —t (Matrix) I Weight:66lb 1MBER BRACING — - -- (OP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1203/0-5-8,6=1203/0-5-8 Max Horz2=-151(load case 5) Max Uplift2=-153(toad case 7),6=-153(toad case 8) Max Grav2=1355(load case 2),6=1355(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/45,2-3=-1791/381,3-4=-1205/328,4-5=-1205/328,5-6=-17911381,6-7=0/45 BOT CHORD 2-8=-232/1337,6-8=-232/1337 WEBS 3-8=-740/192,4-8=-196/585,5-8=-740/192 NOTES 1)Wind:ASCE 7-98;90mph;h=3011;TCDL=5.Opsf;BCDL=1.2psf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TGLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift at joint 2 and 153 lb uplift at joint 6. 7)SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS LOAD CASE(S)Standard J 4 5 Job Truss russ Type QjY Ply BHATTI rVM1 'ROOF TRUSS 1 99q Bq!q%q_q@ jqp tonal) "- Bellevue ppfj,Schenectady,W 5.200 s Aug 19 2003 MiTek Industries,Inc. tfi6-766-if 19-10-8 19-10-8 19-10-8 5X6 Scale 11 7.5012 10 12 9 13 14 7 T2�� --T2 3x6 � 15 ST7 SF, STf 7 ST8 16 3x6 8 17 ST6 ST6 T 5 Sit 34 ST5 'I :1 18 ST4 2 ST3 C T1 ST,� 20 1�`ST2 S 3 2 ,;,'S T ST 21 3x7 i 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x7 -�z- 5X6 5x6 39-9-0 Offsets ff-Y [28:0-3-0 0-3-0 -3-0.0-3-01 LOADING(psf) SPACING 2-0-0 TCLL 60.0 Plates Increase CS1 DEFL in (lac) lideff Lid PLATES GRIP 1.15 TC 0.30 Veit(LL) n/a - n/a 999 M1120 169/123 TCDL 1010 Lumber Increase BC 0.19 Vert(TL) n/a - n/a 999 ase 1.15 SCLL 0.0 Rep Stress Incr NO WB 0.36 Harz(TL) 0.01 SCDL 10.0 21 n/a n/a Code IBC200O./ANS195 (Matrix) Weight:224 lb JIVIBER BRACING t-OP CHORD 2 X 4 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1,6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud *Except* WEBS I Row at midpt 11-30,10-31,9-32,8-33,12-29,13-2 ST9 2 X 4 SPF No.2,ST8 2 X 4 SPF No.2,ST7 2 X 4 SPF No.2 14-27 ST6 2 X 4 SPF No.2,ST8 2 X 4 SPF No.2,ST7 2 X 4 SPF No.2 STS 2 X 4 SPF No.2 REACTIONS (lb/size) 1=213139-9-0,30=246139-9-0,31=276/39-9-0,32=279/39-9-0,33=283139-9-0,34=279/39-9-0,35=277/39-9-0, 36=298/39-9-0,37=204/39-9-0,38=4 80/39-9-0.29=276/39-9-0,28=279/39-9-0,27=283139-9-0,26=279/394-0, 26=277/39-9-0,24=298139-9-0,23=204/39-9-0,22=480/39-9-0,21=213/39-9-0 Max Horzl=316(load case 6) 1 Max UPlift1=-64(load case 5),31=-30(load case 7),32=49(load case 7),33=-42(load case 7),34=44(load case 7), 35=-43(foad case 7),36=-46(load case 7),37=-32(load case 7),38=-75(load case 7),29=-26(foad case 8), 28=-50(load case 8),27=-42(load case 8),26=-44(load case 8),25=-43(load case B),24=-46(load case 8), 23=-32(load case 8),22=75(load case 8),21=-l(load case 6) Max Grav1=279(load case 2),30=246(load case 1),31=390(load case 2),32=377(load case 2),33=383(load case 2), 34=379(load case 2),35=376(load case 2),36=404(load case 2),37=277(load case 2),38=651(load case 2), 29=390(foad case 3),28=377(load case 3).27=383(load case 3),26=379(load case 3),25=376(load Casa 3), 24=404(load case 3),23=277(load case 3),22=651(load case 3),21=279(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-291/187,2-3=-235/177,3-4=-203/170,4-5=-198/178,5-6=-165/176,6-7=-129/174,7-8=-123/172,8-9=-123/211, 9-10=-118/276,10-11=-124/320,11-12=-1241320,12-13=-118/275,13-14=-123/211,14-15=-123/152,15-16=-123/92, 16-17=-124/56,17-18=78/58,18-19=-117/50,19-20=-152/67.20-21=-185/127 SOT CHORD 1-38=-501191.37-38=-501191,36-37=-50/191,35-36=-60/191,34-36=-50/191,33-34=-50/191,32-33=-50/191, 31-32=-4911 9 3,30-31=-49/193,29-30=-49/193,28-29=-49/193,27-28=-49/191,26-27=-49/191,25-26=49/191, 24-25=-49/191,23-24=-49/191,22-23=-49/191,21-22=-49/191 WEBS 11-30=-24110,10-31=-352/63,9-32=-3371103,8-33=-341192,7-34=-339/94,6-35=-338/93,5-36=-355/97,3-37=-273/77, 2-38=-527/140,12-29=-352/63,13-28=-337/103,14-27=-341/92,15-26=-339194,16-26=-338/93,17-24=-355/97, 19-23=-273177,20-22=-627/140 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=5.Opsf,Category 11;Exp C;enclosed;MWFRS interior zone and C-C Extenor(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL-1.33.This truss is lesigned for C-C for members and forces,and for MWFR8 for reactions specified. Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Stanclar(I Gable End Detail" 3)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 4)Unbalanced snow loads have been considered for this design. 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 4L Continued on page 2 Job, Tr us S Truss Type Qly---. Ply BHATTI :VM1 ROOF TRUSS —Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 6.200 s Aug 19 2003.MiTek Industries,Inc. Thu Fab 12 16,31:59 2004 1 NOTES 8)-This truss has been designed-for a live load of 20.Opsf on the bottarn chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and other members. Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 64 lb uplift at joint 1,30 lb uplift at joint 31,49 lb uplift at joint 32,42 lb uplift• 33,44 lb uplift at joint 34,43 lb uplift at joint 35,46 lb uplift at joint 36,32 lb uplift at joint 37,75 lb uplift at joint 38,26 lb uplift at joint 29,50 lb uplift at joint 28,42 lb uplif 27,44 lb uplift at joint 26,43 lb uplift at joint 25,46 lb uplift at joint 24,32 lb uplift at joint 23,75 lb uplift at joint 22 and 1 lb uplift at joint 21. LOAD CASE(S)Standard Job iTruss !Truss Type — -- --+Qty- - Ply -- 3X5 BHAT71 I VM10 1 ROOF TRUSS 11 1 i - ------ ------- - Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 5.200 s Aug 19 2003 MiTek Industries,Inc, Thu Feb 12 18:31:59 2©04 1-10-8 ------ -- --- - - _ -- ------ 3-9.0 1-10-8 - 7.50112 Scale 3 3 r , BI _- 3-9-0 Piate Offsets(X Y): f2.0-2.8,Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL_M•» in (loc)-_-ltdefl -Lldv-- - PLATES —GRIP TCLL 50.0 Plates Increase 1.15 TC 0.05 j Vert(LL) n1a - n/a 999 M1120 1691123 TCDL 10.0 Lumber Increase 1.15 Be 0.05 Vert(TL) nta We 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 'ri/a n/a CDL 10.0 Code IBC20001ANSI95 I (Matrix) -- 1 Weight:8lb JMBER BRACING OP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 3-9-0 oc purlins. BOT CHORD 2 X 4 SPF-S 1650F 1.5E BOT CHORD Rigid coiling directly applied or 10.0.0 oc bracing. REACTIONS Qb/size) 1=1 0 113-9-0,3=191/3-9-0 Max Horzl=-22(load case 3) Max UpliR1=-9(load case 5),3=-9(load case 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-189/52,2-3=-189/52 BOT CHORD 1-3=-21/131 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Gable requires continuous bottom chord bearing. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 fall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1 and 9 lb uplift at joint 3. LOAD CASE(S)Standard WNW Job :Truss :Truss Type JQtY Ply BHATTI .Vlvlii jR00FTRUSS Bellevue Builders Supply,-Sc-he-ne-c-la-dy,-NY-12-306---'-------- Bernadine Roney 5.200 s Aug 19 2603 MiTek Ind'ustries,Inc. Thu Fab 12 16:32:00 2004 15-4-8 30-9-0 16-4-8 15-4-8 4x4 Scale 7.50 8 7 6 ih-- 10 T `A. .2 5x6 511 S 7 5XIS S 6 S16 12 Pr 3 ST5 S�i5 ST4 S14 13 2 T 3 S ITI 14 -S-,Tl ST12 15 131. 3x6 �i 28 27 26, 25 24 23 22 21 20 19 18 17 16 3x6 5X6 = 30-9-0 30-9-0 Plate Offsets(X,Y}: -3:21d13-0-� .0 3 LOADING(psf) SPACING -0-0 CS1 DEFL in (loc) I/deff L/d TOLL 50.0 Plates Increase .15 TO 0.22 PLATES GRIP TCDIL 10.0 Lumber Increase 1.15 BC 0.14 Vert(LL) n/a - n/a 999 M1120 169/123 Vert(TL) n/a - n1a 999 BCLL 0.0 Rep Stress Incr NO WI3 0.47 Horz(TL) 0.01 16 n/a (1/a rACDL 10.0 i Code IBC2000/ANSI95 (Matrix) Weight:149 lb JMBER BRACING ------.- TOPCHORD 2 X 4 SPF-S 165OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud *Except' WEBS 1 Row at midpt 8-22 ST7 2 X 4 SPF No.2 REACTIONS (lb/size) 1=188130-9-0,22=247/30-9-0,23=276/30-9-0,24=283/30-9-0,25=275/30-9-0,26=300/30-9-0.27=229/30-9-0,28=408/30-9-0.21=276/30-9-0, 20=283/30-9-0,1 9=27513 0-9-0,18=300/30-9-0,17=229/30-9-0,16=408/30-9-0,15=188/30-9-0 Max Horz 1=-242(foad case 5) Max Upliftl=-47(load case 5),23=-35(load case 7),24=-48(load case 7),25=-42(foad case 7),26=-48(load case 7),27=-36(load case 7),28=-63(foad case 21=-32(load case 8),20=-49(load case 8),19=-42(foad case 8),18=-48(load case 8),17=-36(foad case 8),16=-63(foad case 8) Max Gravl=244(load case 2),22=247(foad case 1),23=391(load case 2).24=382(load case 2),25=373(foad case 2).26=407(load case 2),27=311(foad ci 28=553(load case 2),21=391(foad case 3),20=382(load case 3),19=373(load case 3),18=407(load case 3),17=311(load case 3),16=553(load i 15=244(foad case 3) FORCES 0b)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2 2 011 4 4,2-3=-172/136,3-4=-1 4 011 38,4-5=-121/135;5-6=-1181133,6-7=11191194,7-8=-125/244,8-9=-125/244, 9-10=-119/194,10-11=-118/130,11-12=-121/71,12-13=-119/70,13-14=-142/44,14-15=-162196 BOT CHORD 1-28=-4 011 43,27-28=-40/143,26-27=-38/146,25-26=-38/146,24-25=-38/146,23-24=-3811 4 6,22-23=-381146, 21-22=-381146,20-21=-381146,19-20=381146,18-19=-381146,17-18=-38/146,16-17=-38/143.15-16=38/143 WEBS 8-22=-207/0,7-23=-351/74,6-24=-341/101,5-25=-335/91,4-26=-361/99,3-27=-294/83,2-28=-461/120,9.21=-351/74, 10-20=-341/101,11-19=-335/91,12-18=-361199,13-17=-294/83,14-16=-451/120 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL--1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2) Truss designed for wind loads in the plans of the truss only. For studs exposed to wind(normal to the face),see MiTak"Standard Gable End Detail' 3)TOLL:ASCE 7-98;Pf--50-0 psf(roof snow);Exp C;Partially Exp. 4)Unbalanced snow loads have been considered for this design. 5)All plates are 2x4 M1120 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit )etween the bottom chord and any other members. ,j Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 4716 uplift at joint 1,35 lb uplift at joint 23, 48 Ib uplift at joint 24,42 lb uplift at joint 25,48 lb uplift at joint 26,36 lb uplift at joint 27,63 lb Uplift at joint 28,32 lb uplift at joint 21.49 lb uplift at joint 20,42 lb uplift at joint 19,48 lb uplift at joint 18,36 lb uplift at joint 17 and 63 lb uplift at joint 16. LOAD CASE(S)Standard I Job _ (Truss ;Truss—TYP6 Qty Ply ------- BHATTI :VM12 1ROOFtRUSS '49b Reference Lop 1qRq11 Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 6.200 s Aug 19 2603 MiTek Industries,Inc. Thu Fab 12 16:32-,012004 13-4-8 13-4-8 13-4-8 48 = Scale 4 2x4 i 1 2x4 i 3 2A S'T13 -,'--,Tl 2x4C9 2 ST2 ST2 6 ST1 7 5X6 -i 12 11 10 9 8 5x6 2A 2x4 i 6X6 2A 2A 26-9-0 Plate 0 ets(X,Y)- 10-1-6�ffd—j-=. ---,'0_17 LOADING(psf) i SPACING 2-0-0 j CS1 DEFL in (loc) Udell L/d*" PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.69 Vart(LL) n1a - 999 TCDL We M1120 169/123 10.0 Lumber Increase 1.15 SC 0.33 Vert(TL) n/a - We 999 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.00 7 n/a We QCDL 10.0 Code IBC20OO/ANS195 I (Matrix) Weight:92 lb -JIVIBER BRACING TOP CHORD 2 X 4 SPF-S 165OF 1.6E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud - REACTIONS (lb/size) 1=322/26-9-0.7=322/26-9-0,10=494/26-9-0,11=503/26-9-0,12=729/26-9-0,9=603/26-9-0,8=729/26-9-0 Max Horz I=-210(load case 5) Max Upliftl=-1 9(load case 5),11=-82(load case 7),12=-1 13(load case 7),9=-81(load case 8),8=-1 14(load case 8) Max Grav 1=412(load case 2).7=412(load case 3),1 0=494(load case 1),11=726(load case 2),12=980(load case 2),9=726(load case 3),8=980(load case FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2731165,2-3=-265/121,3-4=-262/200,4-5=-262/200,5-6=-265/95,6-7=-2731166 BOT CHORD 1-12=-35/115,11-12=-35/115,10-11=-351115,9-10=-35/115,8-9=-35/115.7-8=-35/115 WEBS 4-1 0=-402/0,3-11=-67 5/174,2-12=-8111222,5-9=-675/174,6-8=-81 11222 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL--5.Opsf*,BCDL=B4Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)*This truss has been designed for a live load of 20.Opsf on bottom chord in all areas where a rectangle 3-6-0 Left by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 19 lb uplift at joint 1.82 lb uplift at joint 11. 113 lb uplift at joint 12,81 lb uplift at joint 9 and 114 lb uplift at joint 8. LOAD CASE(S)Standard Job Truss ;Truss-ty-pi— ----I-dFi BHATTI ,VM13 IROOFTRUSS Bellevue Builders Supply,Schenectady,NY 12306,BernadineRoney 5.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12 16:32:012004 11-4-8 22-9-0 114-8 11-4-8 5x6 — Scale 4 7.50 j 1-2 2A i I 2 2 3 5 ST3 2x4 2 2x4 7 U5 12 11 10 9 34 2x4 2A :i 5X6 2x4 i 2x4 22-9-0 1i!:�:t��—O—ffset.�X YE-1=-0-0-3=0023- LOADING(psf) SPACING 2-0-0 CSI t DEFL in (loc) I/defl Ud I PLATES GRIP TCLL 50.0 Plates Increase 1.15 I TC 0.40 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber Inc M1120 169/123 rease 115 6C 0.09 Vert(TL) n1a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.00 7 n/a n1a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:76 lb JMBER TOP CHORD 2 X 4 SPF-S 165OF 1.5E BRACING BOTCHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc,purlins. OTHERS 2 X 4 SPF Stud BOT CHORD Rigid coiling directly applied or 10.0.0 oc bracing. REACTIONS (Ibisize) 1m189/22-9.0,7=189/22-9-0,10=463/22-9-0,11=568/22-9.0,12=533/22.9-0.9=568/22-9-0,8=533/22-0-0 Max Horz I=-1 77(load case 5) Max Upliftl=-30(load case 5),11=-92(load case 7),12=-83(foad case 7),9=-91(load case 8),8=-83(load case 8) Max Gravl=232(load case 2),7=232(load case 3),10=463(load c I ase 1),11=81 0(load case 2).1 12=713(load case 2),9=81.0(load case 3),8=713(load case FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-172/108.2-3=-240/121,3-4=-267/168,4-5=-267/168,5-6=-240/121,6-7=-172/86 BOT CHORD 1-12=-30/93,11-12=-30/93,10-11=-30193,9-10=-30/93,8-9=-30/93,7-8=-30193 WEBS 4-10=-383/0,3-11=-732/190,2-12=-615/171,5-9=-732/190,6-6=-615/171 NOTES 1)Wind:ASCE 7-98;90mph:h=30ft:TCDL=5.Opsf,-BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 Psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 1,92 lb uplift at joint 11. 83 lb uplift at joint 12,91 lb uplift at joint 9 and 83 lb uplift at joint 8. LOAD CASE(S)Standard Sob ;Truss ;Truss Typo BHATTI i VM14 I ROOF TRUSS t __.-1... - Sob Reference(q tional Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Rone - -- � ` � Y 6.200s Aug 19 2Q03 AAi1'e1c Industrri es,.—I'na Thu Feb 12 16:82:02 2444 9.4-8 9-4-8 9-4-8 9-4-8 �---------•-- 4x6 -= Scale= 3 7.50112 2x4 / — f .�2x4 �I GT � //.T1 5X6 7 10 6 5x6 2x4 5x6 =- 2xA 18-9-0 MFlate Offsets fX Y) (1 Edaej�L;Q�1 6 E_dge ____.._.•.___..._—_ ....._._._ LOADING(psf) SPACING 2-0-0 — CSI '--.=DEFL ——;` in (loc)vy1/defl—`L/d TCLL 50.0 Plates Increase 1.15 TC PLATES GRIP 0.55 Vert(LL) n/a n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 I BC 0.32 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress incr YES WB 0.24 Horz(I L), 0.00 5 n/a n/a RCDL 10.0 Code IBC20OO/ANS195 (Matrix) Weight:57 lb .JMBER ------ "OP CHORD 2 X 4 SPF-S 165 BRACING F 1,5E TOP CHORD Sheathed or 6-0-0 oc purlins. OTHERS 2 X a SPF stud CHORD 2 X 4 SPF-S 165OE 1,5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTH REACTIONS (lb/size) 1=310/18-9-0,5=310/18-9-0,7=544/18-9-0,8=769/18-9-0,6=769/18-9-0 Max Horz1=144(load case 6) Max Upiiftl=-9(load case 8),8=-117(load case 7),6=-117(load case 8) Max Grav 1=397(load case 2),5=397(load case 3),7=544(toad case 1),8=1055(load case 2),6=1055(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-258/161,2-3=-274/134,3-4=-274/134,4-5=-258/181 BOT CHORD 1-8=-25/75,8-9=-25/75,7-9=-25/75,7-10=-25/75,6-10=-25/75,5-6=-25/75 WEBS 3-7=-340/3,2-8=-857/222,4-6=-8571222 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psi(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 9 lb uplift at joint 1,117 lb uplift at joint 8 and 117 lb uplift at joint 6. LOAD CASE(S)Standard I Job Truss Truss Type Qty 1 ply SHATTI 4VM15 ROOF TRUSS -Bellevue Builders Supply, -n 5.2dU'i-Aug 19 2003 MiTek'Industria-s,Inc. Thu Feb 12 16,32:02 2004 ......... 14-9-0 7-4-8 74-8 4x8 Scale 3 7.50;- 2 2x4 .1 T1 T 2 2 A 4 T,4 3x5 MWIWA 8 7 6 U5 2A 2X4' 1 2A 14-9-0 LOADING(pso f SPACING 2-0-0 CS1 I DEFL in (too) I/dell Ltd = PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.40 Vert(LL) n/a n/a 999 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.07 Vert(TL) n/a n1a 999 M1120 BOLL 0.0 Rep Stress Incr 'YES BCDL 10.0 Code IBC2000/ANS195 WS 0.17 Horz(TL) 0.00 5 n/a n/a (Matrix) ----I Weight:43 lb "BER BRACING DP CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. JOT CHORD 2 X 4 SPF-S 1650F 1.5E OTHERS 2 X 4 SPF Stud E30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=193/14-9-0,5=193/14-9-0,7=476/14-9-0,8=531/14-9-0,0=531114-9-0 Max Horz 1=-1 12(load case 5) Max U pliftl=-I 5(load case 6),8=-87(load case 7),6=-87(load case 8) Max Gravl=223(foad case 2),5=223(load case 3).7=476(foad case 1),8=765(load case 2),6=765(load case 3) FORCES (lb)-Maximum Compression/maximum Tension TOP CHORD 1-2=-168190,2-3=-2661103,3-4=-266/103,4-5=-168/90 BOT CHORD 1-8=-21/80,7-8=-21180,6-7=-21/80,5-6=-21/80 WEBS 3-7=-399136,2-8=-6721173,4-6=-6721173 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and Q-C Exterior(2) zone;cantilever left and right exposed-,end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-m6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 16 lb uplift at joint 1 87 lb uplift at joint 8 and 87 lb uplift at joint 6. LOAD CASES)Standard Job Truss Truss Type I Qly Ply SHAT'n VM16 1 ROOF TRUSS —601ii-Za—BuildjFs d-cW6W�ctaciy. ---------- Aug 1-9 2003 MiTek Indusli Inc. Thu Feb 5-4-8 5-4-8 4x5 = Scale 3 7.50 If 2X4 U? TT? 2x4 i 4 2 'fT 5 ------------- .... .......... I MM 2A --- 515 ill - 111119affm 2A 2A 2A 2A -z�- r— LOADING(psf) SPACING 2-0-0 C81 DEFL in (loc) Itd6fl Ud TOLL 50.0 Plates Increase 115 'PLATES GRIP TC 0.21 Vert(li n/a n/a 999 TCDL 10.0 i Lumber Increase 1:16 SC 0.04 Jf Verli n1a AM 999 M11120 169/123 BOLL 0.0 Rep Stress Incr YES W13 0.11 BCDL 10.0 Code ISC20OO/ANS195 Horz(TL) 0.00 5 n1a n/a (Matrix) Weight:31 lb UMBER )P CHORD 2 X 4 SPF-S 165OF 1.5E BRACING SOT CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. OTHERS 2 X 4 SPF Stud E30T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (Ib/slze) 1=123/10-9-0,5=123/10-9.0,7=363/10-9-0.8=377/10-9-0,6=377/10-9-0 Max Hor21=79(load case 6) Max Uptiftl=-14(load case 5),8=-62(load case 7),6=-62(foad case 8) Max Gravl=136(load case 2),5=136(foad case 3),7=363(load case 1),8=647(load case 2),6=647(foad case 3) FORCES Qb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=114/69,2-3=-199/76,3-4=-199/76,4-5=-114/59 BOT CHORD WEBS 3-7=-302/36,2-8=-487/131,4-6=-4871131 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=5.opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumbar DOL=1.33 plate grip 0011i This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2 TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)"This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 14 lb uplift at joint 1,62 lb uplift at joint 8 and 62 lb uplift at joint s. LOAD CASE(S)Standard '-- Truss !"wm `'p° /uly !nv '-- mn^Tn `vm17 !noo�TRu�� ' | ' u������a�n�� ��- --�—�o��10 ��� 3-m 3-4-8 3x5 Sue|e= , --_ - / , | � ' | / L --- osr� TCLL ��\ ~~~"`" ^'°" � 0ox Kdun �d / Pu\Tso sn� To�� �uu ; �---`'~~~~~ '.'` '^ "`°' | *m - m^ 8on / �|�0 �n��us � s ' .."� ."u i �vmve m�m��� ^ | v��(T� wp ^ �a 999 -- . ~^�~ '°='~' ---- _~ Rep Stress v"x YES WB 0.00 | nnrz(TW 0.00 u ma maqCDL / - BC20OO/ANS195 (Matrix) Weight:1om -uMasa -----'BRACING 10P ropunoRoox4 Spp'a1xnop1.os ropo*uno Sheathed o,o'u'ovopunmo =". +numu zX 4urr'u1650p1.5c ( aorCnORo Rigid ceiling uinnpuyappowo�'1V-o'000bracing. msAcT/omo (lu/s/zo) 1~401/5'9'0'3~401/6'9'0 Max*uo1 *r oauoao* Ma x Max on^vl=4ur(mau case o).a=*or(lv*u case 3) FORCES (lb)'Maximum c*m immammurnT*n,iun TopcHoRo 1-2=*97/105'2-3='3e7/105 aoro*ono 1'3~'42o75 ' ' morso ' 1)Wind:xaCspon;gom x o=oo¢ TCDL=5.Opsf,BCDL=5,Qpsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and u � To�L�mao�r-oa' =uoupe{(mv� t mv� ew�c�pa��--'---'`-'—'~~' o uoumanceosnow wauuhave been cvnsx�mouvmmde"��ly '' ' 4)Gable requires continuous bottom uxonu bearing.s}^Tmu truss has been designed for u mm|ouo of uo.oFsron m*bottom chord in nx ama�umaoy�rectangle n'o'u�o uv u eo wide will fitueuweeothoumtqmvmomaouunypmwrmemuvm. ' s)Provide mechanical connection(by others)pftruss tp bearing plate capable pf withstanding 1umuplift a/joint 1 and 1o|u uplift at joint o. LOAD uxme(m)Standard � ec, - / ` Jab rTruss i Truss Type Qt '.'" _ —•- - y SHATTI :VM18 IROOFTRUSS 1 1 ------ —--- --..—_...__._.._—.__...- - --......_.. .:Job Reference(optional)-..._ .__.Bellevue Builders Supply,Schenectady,NY 12306,Bernadine'Rorie —'- "- -`- Y 5.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12-1,6:32:04200e ----4-11i8_--- 9_11-0 ---------- --. 4-11-8 4-11-8 6X8 Scale 2 7.5012 - I ' CC) n p 5x6 <- Efflam 2A i, 5x6 _....__._._._..._.. _._.._ .__... .______._:..--_----_._.____._. Plate Offsets fX Y) [1:0-1-6,Edgel.j2 0-5�0-2-� j3:p.1.p p�0]._ — ---- LOADING(psf) SPACING 2-0-0 CSI I DEFL in (too) Well Ltd PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.38 Vert(LL) nta - n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 I BC 0.32 1 Vert(TL) We n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.13 HOrz(TL) 0.00 3 n/a n/a RCDL 10.0 Code IBC2000/ANSI95 (Matrix) ' I ) I Weight:261b -UMBER BRACING TOP CHORD 2 X 4 SPF-S 165OF 1,5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 1650E 1.5E OTHERS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS " REACTIONS (lb/size) 1=29619-1 1-0,3=296/9.11-0,4=655/9-11-0 Max Horz 1=-73(load case 5) Max Upliftl=-21(load case 7),3=-27(load case 8),4=-14(foad case 7) Max Gravl=408(load case 2).3=408(load case 3),4=655(load case 1) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-290/111,2-3=-290/111 BOT CHORD 1-4=-14/99,3-4=-14/99 WEBS 2-4=-481/114 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp, 3)Unbalanced snow loads have been considered for this design, 4)Gable requires continuous bottom chord bearing. 5}'This truss has been designed for a live load of 20Apsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 21 lb uplift at joint 1,27 lb uplift at joint 3 and 14 lb uplift at joint 4. LOAD CASE(S)Standard Job Truss I Truss Ty Pe Qly Ply SHATTI VM19 1 ROOF TRUSS - Bellevue �-- -"49tl R8(L3r@9q@ 1qPL'Q-n-aj1 vue 6G�— ilders 5-uSchenectady, 6F6i�ctii iyflf? 5.200s..Aug 19 2603 MiTek Industries,Inc. Thu Feb-1-2-I'C-Sfo-4-006, 2-11-8 2-11-8 3x5 Scale: 7.50!12 C� 3 2x4 2A Plate—Offsets EX--Q�-2- Y��. 2 �-Ed LOADING(psf) SPACING 2-0-0 CSI'J DEFL in (loc) Weil L/d I PLATES GRIP TCLL 50.0 1 Plates Increase 1.15 TC 0.23 Vert(LL) n/a n/a 999 M1120 TCDL 10.0 Lumber increase 115 Be 015 Verl(TL) n/a 169/123 BCLL 0.0 n/a 999 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a 9CDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:13 lb UMBER 1'OP CHORD 2 X 4 SPF-S 165OF 1.5E BRACING BOT CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 5-11-0 oc purlins. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=343/5-11-0,3=343/5-11-0 Max Horz 1=40(load case 6) Max Uplift1=-15(load case 7),3=-15(load case 8) Max Gravi=374(load case 2),3=374(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-340/91,2-3=-340191 BOT CHORD 1-3=-371235 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=;6.opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;and vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified, 2)TCLL:ASCE 7-98;Pf=50-0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding I 61b uplift at joint 1 and 15 lb uplift at joint 3. LOAD CASE(S)Standard 'Job :Truss Truss Type Qty Fly BHATTl VM2 ROOF TRUSS Jab s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12 16:32:05 2004 p ------ _ Supply,Schenectady,--ff- -- --F�� ._ Ref renceAgp Bellevue Builders Cu ly t�dy, y 6,Bernadine�rnajFn _11onal 17-10-8 e 35-9-0----—------r-- - ..____.__.___ 17-10-8 5 x 6 17-10-8 7.50112 Scale 2x4 .i 3x5 3x5 2x4ti 6 T) N_ _T2 7 4 8 2X4 2x4 1, 3 S1 4 ST3 2x43 J1 2 T sr� N'TT1 10 ST2 2 �ST1 132. 4xl 0 20 19 18 17 16 15 14 13 12 4x1 0 -z- 2A 1 2X4 1 3 x 5 2x4 I! 2x4 i; 2X4 2A i, 2x4 35-9-0 Plate Offsets(X,Y): [i:o o-7,Edgel, ff d--e,-L LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/deff L/d PLATES GRIP TOLL 50.0 Plates Increase 1.15 1 TC 0.71 VerI(LL) n/a - n/a 999 TCDL 10.0 Lumber Increase 1.15 BC 0.41 Vert(TL) n/a - M1120 1691123 m n/a 999 BCLL Rep Stress Incr YES WB 0.44 j Horz(TL) 0.00 11 n/a n/a RCDL 10.0 Code IBC2000/ANSI95 I (Matrix) Weight:138 lb JMBER BRACING OF CHORD 2 X 4 SPF-S 165OF 1,5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud *Except' WEBS 1 Row at midpt 6-16,5-18,7-14 ST4 2 X 4 SPF No.2,ST3 2 X 4 SPF No.2,ST3 2 X 4 SPF No.2 REACTIONS (lb/size) 1=353/35-9-0,16=424/35-9-0,18=571135-9-0,19=485/35-9-0,20=786/35-9-0,14=571/35-9-0,13=485/35-9-0,12=786/36-9-0,11=363/35-9-0 Max Horz 1=228(load case 6) Max Upliftl=-18(load case 5),18=-99(load case 7),19=-74(load case 7),20=-123(load case 7),14=-99(load case 8),13=-74(load case 8),12=-123(foad casi Max Gravl=452(load case 2),16=424(load case 1).18=817(load case 2),19=648(load case 2),20=1070(load case 2),14=817(load case 3),13=648(load ci 12=1 070(load case 3),1 1=452(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-296/188,2-3=-280/124,3-4=-240/113,4-5=-761125,5-6=-270/239,6-7=-270/239,7-8=-76/120,8-9=-240/107, 9-10=-280/80,1 0-1 1=-2 9611 8 8 BOT CHORD 1-20=-0/O,19-20=-0/O,18-19=010.17-1.8=010,16-17=0/0,15-16=010, 11-12=-65/198 WEBS 6-16=-37910,5-18=-736/188,3-19=-605/173,2-20=-883/236,7-14=-736/188.9-13=-605/173,10-12=-883/236 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=G.Opsf BCDL=5.Opsf,Category 11;Exp C;enclosed;MWFRS interior zone and C-C Extedor(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)*This truss has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1,99 lb uplift at joint 18, 74 lb uplift at joint 19,123 lb uplift at joint 20,99 Ib uplift at joint 14,74 lb uplift at joint 13 and 123 lb uplift at joint 12. LOAD CASE(S)Standard Job Truss I Truss Type IQIY BHATTI VM3 ROOF TRUSS Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 5.200 s A�g�Fig 2d03 MiTek Industries,Inc. Thu Feb 1 16:32:052004 15-10-8 15-10-8 15-10-8 5x6 Scale: 3/ 7.50;12 6 2A 2X4 7 2A T 2, U5 ST 2M 4 U5 4 8 2M S lT3 ST 3 13 '.<� 9 2X4 2 ST 2 ST2 '4"Z� 10 3x6 18 17 16 15 14 13 12 M 2M 2A 2A t 5A = 2M 2M 2A 31-9-0 ---Offsets fX,Y): 15:0-3-0,0-3- LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Well L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.38 Vert(I-L) n/a n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 SC 0.13 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.*75 Horz(TL) 0.01 11 n/a n/a 9CDL 10.0 Code JBC2000/ANSI95 i (Matrix) Weight:118 lb UMBER BRACING 3P CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF Stud *Except, WEBS I Row at midpt 6.15 ST4 2 X 4 SPF No.2 REACTIONS (lb/size) 1=219/31-9-0. 15--479131-9-0,16=560/31-9-0,17=558/31-9-0,18=675/31-9-0,14=560/31-9-0, 13=658/31-9-0,12=575/31-9-0,11=219131-9-0 Max Horz I=-250(load case 5) Max Upliftl=-48(load case 5),16=90(load case 7),17=-87(load case 7).18=-90(load case 7),14=-89(foad case 8),13=-87(load case 8). 12=-90(load case E Max Gravl=274(load case 2),15=479(load case 1),10=799(foad case 2),17=748(load case 2),18=782(load case 2),14=799(load case 3),13=748(load cw 12482(load case 3),11=274(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-227/152,2-3=-241/136,3-4=149/147,4-5=-238/145,5-6=-257/246,6-7=-257/246,7-8=-238/128,8-9=-77154, 9-1 0=-241/43, 10-11=-I 891114 BOT CHORD 1-1 8=-41/141,17-18=-41/141,16-17=-41/141,15-16=-41/141,14-15=-41/141,13-14=-41/141,12-13=-41114 1. 11-12=-41/141 WEBS 6-15=-400/0,5-16=-717/183,4-17=-675/190,2-1 8=-669/180,7-14=-717/183,8-13=-676/190.10-12=-1369/1 80 NOTES 1)Wind:ASCE 7-98:90mph;h=30ft:TCDL=5.Opsf,BCDL=S.Opsf*,Category 11;Exp C;enclosed,MWFR8 interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 Psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord beating. 5)1 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 1,90 lb uplift at joint 16, V lb uplift at joint 17,90 lb uplift at joint 18,89 lb uplift at joint 14,87 lb uplift at joint 13 and 90 lb uplift at joint 12, LOAD-CASE(S)Standard =Job iTruss :Truss Type I City Ply SHATTI VM4 ROOF TRUSS ....Roney 'Job Rq!f@Le iqaall acp(ppC Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 6.200 s Aug 19 2003 MiTek Industries,Inc. Thu Feb 12 16;32:06 2004 13-10-8 13-10-8 4x8 Scale 4 2x4 t 7.50!12 2x4 3 2X4 3 3 T 2A C6 00 2 ST2 II ST,2 ST 7 131 — 4xl 0 MMAN 12 11 10 9 8 4x10 2X4 2A i 64 == W 2A 27-9-0 _Plate OffsetsXYI: fl:0-0-7.EcEsi �3-O 0-3-01 LOADING(pso SPACING 2-0-0 CS[-- i DEFL in (lop) Udefl L/d PLATES GRIP TCLL 50.0 Plates Increase 1.16 TC 0.70 Vert(LL) n/a - n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1'.15 BC 0.41 Vert(TL) n/a - BCLL 0.0 Rep Stress Incr YES n1a 909 9CDL 10.0 Code IBC2000/ANSI95 WB 0.47 Horz(TL) 0.00 7 n/a n/a (Matrix) Weight:96 lb UMBER I'OP CHORD 2 X 4 SPF-S 1650F 1.5E BRACING TOP CHORD Sheathed or 6-0-0 oc purfins. BOT CHORD 2 X 4 SPF-S 165OF 1.6E BOT CHORD Rigid coiling directly applied or 10-0.0 oc bracing. OTHERS 2 X 4 SPF Stud "Except* WEBS 1 Row at micipt 4-10 ST3 2 X 4 SPF No.2 REACTIONS (lb/size) 1=347127-9-0,7=347/27-9-0,10=517/27-9-0,11=478127-9-0,12=788/27-9-0,9=478/27-9-0,8=788/27-9-0 Max Herz 1=-218(load case 5) Max Upliftl=-18(load case 5), 11=-78(load case 7),12=-123(load case 7),9=-76(load case 8),8=-123(load case 8) Max Gravl=448(load case 2),7=448(load case 3),10=517(load case 1),11=692(lood case 2),12=1060(load case 2).9=692(load case 3),8=1060(load cas FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-289/195,2-3=-267/126,3-4=-252/210,4-5=-252/210,6-6=-2671100,6-7=-289/196 BOT CHORD 1-12=-36/119,11-12=-36/119,10-11=-36/119,9-10=-361119,8-9=-361119,7-8;z-361119 WEBS 4-10=-42110,3-11=-652/168,2-12=-872/237,6-9=-652/168,6-8=-872/237 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.0psf;BCDL=6.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C,Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 18 lb uplift at joint 1.78 lb uplift at joint 11. 123 lb uplift at joint 12,78 lb uplift at joint 9 and 123 lb uplift at joint 8. LOAD CASE(S)Standard Job Truss !Truss SHATTI VM5 ROOF TRUSS 'Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 5.200 s Aug 19 063 MiTak Indu5trjaj",-Inc. Thu Feb l?16:32:072004 11-10-8 --------------- 23--9-.0 5x6 scale: 4 7.50112 2X4 I i 2x4 i 3 5 2A 2A 2 S 2 6 ST. 7 3x7 12 11 10 9 8 3x7 -z�- 2A 2X4 54 2A 2x4 23-9-0 L L C81 DEFIL in (10c) I/deft L/d PLATE$ GRIP LOADING(psf) SPACING 2-0-0 TCL 50.0 Plates Increase 1.15 TC 0.39 Veti(LL)' n1a - n/a 999 M1120 169/123 TCDL 10.0 Lumber Increase 1.15 BC 0.14 Vert(TL), n/a - BOLL n/a 999 0.0 Rep Stress Incir YES I WB 0.41 Horz(TL) 0.00 7 n/a n1a BCDL 10.0 i Code IBC2000/ANSI95 (Matrix) Weight:79 lb JMBER -S 165OF 1.5E OP CHORD 2 X 4 SPF TOP CHORD Sheathed or 6-0-0 oc purlins.BRACING BOT CHORD 2 X 4 SPF-S 165OF 1.5E SOT CHORD, Rigid coiling directly applied or 10-0-0 oc bracing, OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 1=225123-9-0,7=225/23-9-0,10=469/23-9-0,11=557/23-9-0,12=575123.9-0,9=657/23-9-0.8=575/23-9-0 Max Horz 1=-1 85(load case 5) Max Uplift:11=27(load case 5),11=-90(load,case 7),12=-89(load case 7).9=-90(load case 8),8=-89(load case 8) Max Grav1=281(load case 2),7=281(foad case 3),10=469(foad case 1),11=796(load case 2),12m770(load case 2),9=796(load case 3),8=770(load case 3 FORCES 0b)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-199/113,2-3=-244/117,3-4=-2661176,4-5=-266/176.5-6=-244/117,6-7=-199/104 BOT CHORD 1-1 2=-3119 9,11-12=-31/99,10-11=-31/99,9-10=-31/99,8-9=-31/99,7-8=-31/99 f WEBS 4-1 0=-38610,3-11=723/187,2-12=-656/182,5-9=-723/187,6-8=-6561182 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,BCDL=S.Opsf;Category 11;Exp C;enclosed;MWFRS interior zone andC-C Extefior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip QOL=1.33,This truss is designed for C-C for members and forces,and for MWFIRS for reactions*specified. 2)TCLL:ASCE 7-98;Pf=50-0 psf(roof snow);Exp C-,Partially Exp. 3)Unbalanced snow loads have been considered for this design, 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 27 lb uplift at joint 1,90 lb uplift at joint 11. 89 lb uplift at joint 12,90 lb Uplift at joint 9 and 89 lb uplift at joint 8, LOAD CASE(S)Standard Job !Truss :Truss Type BHATTI VM6 ROOF TRUSS .'Job Refer Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 6.200 s Aug 19 2003 MiTeK Industries,Inc. Thu Feb 12 16;32:07 2004 1 9-10-8 199-0 9-10-8 9-10-8 4x5 Scale 3 7.50 12 2X4 2A 2 4 cil T �Ti 11 ---------- :;so 4xl 0 8 9 7 10 6 4x1 0 2A 5x6 = 2A 19-9-0 -Plate-Offsets LOADING(psf) SPACING 2-0-0 c5l DEFL In Qoc) Well L/d TCLL 50.0 PLATES- GRIP Plates Increase 1.15 TC 0.7�4 Vert(LL) n/a nl, 999 M1120 169/123 TCDL , 10.0 Lumber Increase 1.15 BC 0.40 Vert(TL) n/a n/a 999 BCLL 0.0 i Rep Stress[nor YES WB 0.28 Horz(TL) 0.00 5 n/a n/a qCDL 10.0 Code JBC2000/ANS196 (Matrix) Weight:61 lb JMBER o BRACING r P CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 1=336/19-9-0.5=336/19-9-0,7=517/19-9-0,8=847/19-0-0,6=847/19-9-0 Max Horz I=-1 53(load case 5) Max Upliftl=-9(load case 8),5=-1(load case 8),8=-127(load case 7),6=-126(load case 8) Max Gravl=436(load case 2).6=435(load case 3),7=517(load case 1),8=1150(load case 2),6=1150(load case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-276/208,2-3=-278/143,3-4=-278114314-5=-2761208 BOT CHORD 1-8=-26/82,8-9=-26182,7-9=-26/82,7-10=-20182,6-10=-26/82,6-6=-26/82 WEBS 3-7=-316/1,2-8=9171239,4-6=-917/239 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf,,BCDL=6.Gpsf,Category II:Exp C;enclosed;MWFRS interior zone and C-C Exterior(2). zone;cantilever left and right exposed;end vertical left and right exposed:Lumber DOL=1.33 plate grip DOL=1.33.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=60.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 9 lb uplift at joint 1,1 lb uplift at joint 6,127 lb uplift at joint 8 and 126 lb uplift at joint 6. LOAD CASE(S)Standard Job i Truss ;Truss Type BHATTI 'VM7 I ROOF TRUSS :Job Reference(optional)-_-.-_-- Bellevue Builders Supply,Schenectady,NY 12306,Bernadine Roney 5.200 s Aug 19 2043 MiTek Industries,Inc. Thu Feb 1216:32:082004 -- 7-10-8 -------- 15-9-0 7-10-8 7-10-8 5x6 Scale: 3 7.50-12 2x4 i: �T? 2x4 2 T 4 OT1 05 ,3x6 8 7 6 3x6 2A 2x4 2A 15-9-0 LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) Well L/d PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.37 1 Vert(U-) n/a - n/a i 999 M1120 1691123 TCDL 10.0 Lumber Increase 1.15 BC 0.12 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL � 10.0 Code IB0200O/ANS195 (Matrix) Horz(TL) 0.00 5 n/a n/a Weight:47 lb UMBER BRACING :)P CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. IOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=226115-9-0,5=226115-9-0,7=469/15-9-0,8=575115-9-0,6=575/15-9-0 Max Horz1=-120(load case 5) Max Uplift-I=-1 I(load case 5),8=-93(load case 7),6=-93(load case 8) Max Gravl=272(foad case 2),5=272(load case 3),7=469(load case 1),8=819(load case 2),6=819(load case 3) FORCES (16)-Maximum Compression/Maximum Tension, TOP CHORD 1-2=-194/109.2-3=-267/110,3-4=-2671110,4-5=-194/109 BOT CHORD 1-8=-22/76,7-8=-22/76,6-7=-22/76,5-6=-22j76 WEBS 3-7=-390/23,2-8=-709M82,4-6=709/182 NOTES 1')Wind:ASCE 7-98;90mph;h=30ft;TCDL=5.Opsf;BCDL=5.Dpsf;Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=60-0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 11 lb uplift at joint 1.93'Ib uplift atjoint 8 and 93 lb uplift at joint 6. LOAD CASE(S) Standard Job !Truss i Truss Type ty Ply BHATTI iVM8 1ROOFTRUSS Ue Buil ders ars Supply,Schenectady,NY 123dC-iiei�-aCF1'n'e"R--o-n,-o-y--,-- Job. . . ..... '6-20d'5"A'U'g 1'9�665 MiTek Industries,Inc. Thu Feb 12 16:32:08 2004 5-10-8 5-10-8 6-10-8 4X6 Scale: 3 7.50 12 2x4 2x 4 `-Ti 2 T U5 3x5)-,- 2x4 J 2A 2A LOADING(psf) i SPACING 2-0-0 cSI DEFL in NO Vdeff Ud PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.24 Vert(LL) n/a n/a 999 M1120 1091123 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0,00 5 n/a n1a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:34 lb UMBER BRACING )P CHORD 2 X 4 SPF-S 1650F 1.5E TOP CHORD Sheathed or 6.0-0 oc purlins. 3TCHORD 2 X 4 SPF-S 1660F 1.5E BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) Max Horz 1=87(load case 6) Max UPliftl=-10(toad case 5),8=-68(load case 7),6=-67(load case 8) Max Gravl=189(load case 2),5=189(load case 3),7=350(load case 1),8=696(load case 2),6=696(load case 3) FORCES (lb)-Maximum CompressionlMaximum Tension TOP CHORD 1-2=-138/75,2-3=-200/83,3.4=-200/83.4-5=-138/75 BOT CHORD 1-8=-16/58,7-8=16/58,6-7=-16/58,5-6=-16/58 WEBS 3-7=-295124.2-8=-61 81139,4-6=.61 8/139 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL=5,Opsf;BCDL=5.opsf,*Category 11;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and fight exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf=50.0 psf(roof snow);Exp C;Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10 lb uplift at joint 1,68 lb uplift at joint 8 and 67 lb uplift at joint 6, LOAD CASE(S)Standard Job Truss Truss Type clij Ply BHATTI YM9 ROOFTRUSS Job Reference(oDtionall. fyellevue Builders Supply,Schenecta y, madine Roney 6.200 s Aug 19 2003 MITek Industries,Inc. Thu Feb 12 16:32:08 2004 3-10-8 3-10-8 3-10-8 4x4 Scale 2 7.50112 T11 L9 CN 3 2X4 2A i! 2A 7-9-0 SPACING 2-0-0 in (too) Ildefl Lid PLATES GRIP LOADING(psf) CS1 DEFL TCLL 50.0 f Plates Increase. 1.16 TC 0.43 Vert(LL) n/a - n/a 999 M1120 169/123 TCDL 10.0 I Lumber Increase 1.15 1 SC 0.06 Vert(TL) n/a - n/a 999 BOLL 0.0 i Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 ' 3 n1a n1a BCDL 10.0 Code IBC2000/ANS196 (Matrix) Weight:20 lb UMBER BRACING .)P CHORD 2 X 4 SPF-S 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. SOT CHORD 2 X 4 SPF-S 165OF 1.5E BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ibisize) 1=266/7-�9-0,3=265/7-9-0,4=41217-9-0 Max Horzl=-55(load case 5) Max Upliftl=-25(load case 7),3=-29(load case 8) Max Grav1=341(load case 2),3=341(load case 3),4=412(load case 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-178/65.2-3=-178165 BOT CHORD 1-4=-11161.3-4=-11161 WEBS 2-4=-328179 NOTES 1)Wind:ASCE 7-98;90mph;h=30ft;TCDL--5,Opsf;BCOL--5.Opsf;Category It;Exp C;enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and right exposed;end vertical left and right exposed-,Lumber DQL=1.33 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-98;Pf--50.0 psf(roof snow);Exp C:Partially Exp. 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)°This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 25 lb uplift at joint I and 29 lb uplift at joint 3. LOAD CASE(S)Standard e i rs i LOCATION PLAN SCALE: N.T.S. 7110 .M..'OF MOTEL REMOVE EXISTING CAR PORT & COLUMNS WHEN NEW MOTEL CONSTRUCTION COMPLETE ®2 PARKING SPAGE-� ® REMOVE EXISTING PAVING; SEE DRAWING C4 FOR FILL AND LANDSCAPING REPLACEMENT rC ®ISLAND TO HAVE 16 12'-0" BEVELED CURBS D1 12'-0» l�r A25' RADIUS 2 _0 GENERAL NOTES: G-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 AG-2) EXISTING SEWER LATERAL FROM HOUSE TO BE REUSED (PREFERRED). IF PROPER SLOPE (1 % MIN.) CANNOT BE ACHIEVED WITH EXISTING LATERAL INSTALL NEW 6��HDPE LATERAL TO SEWER MAIN. CONTACT TOWN OF QUEENSBURY SEWER DEPARTMENT IF EXISTING LATERAL CANNOT BE USED. APPROX. LOCATION OF EXISTING LATERAL SHOWN. G-3) EXISTING TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. G-4) EXISTING WATER MAIN LOCATION TO BE VERIFIED DURING TIME OF CONSTRUCTION. I HC— NT — HIGHWAY COMMERCIAL INTENSIVE SFR-10 I SINGLE FAMILY RESIDENTIAL I ' ' LANDS N/F OF �' I GARDEN WORLD ASSOCIATES, LLC I' LANDS N/F OF II I I HARRY ae IRENE I I I ' TROELSTRA — «, « I �---- -- _ ECONO LODGE MOTEL LANDS N/F OF BAZII. BURNS � ® 610PRIN A 7PRKN SAE EXISTING SIGN -(TO REMAIN) LOT #1 1� N S PISI AND ®sD v Lots #1, #2 & #3 To Be Joined 1 � � ®STRIPED AND PAINTED j 15 P R IN �4E NO PARKING / ' ®11 P R IN q E D D LANDS N/F OF � JAMES & RUTH BRI1T PLANTER TO BE REMOVED \ / cn o I I ' `W DE --SIDEWALK � - � � � EXISTING SANITARY SEWER \ �� — — — — TRANSFORMER; GREEN1fAY DRIVE N TO BE RELOCATED (TAKEN FROM TOWN OF 24 M.M. \ QUEENSBURY RECORD DRAWINGS) (n a' _ CONCRETE DUMPSTE'R REMOVE EXISTING DRIVEWAY; _ I — D > — — — — / _ \� ' I PAD; TO IRE RELOCATED ` FILL, SEED &MULCH g — — PIROP ED-4WTE-L \ X / BU ING \ —�l Z- / c5—W+13E-SIDEWALK LEGEND: I NOTE: -2 _'(MIN. 3' WI IDEWALK SEWER LATERAL — \ �� \ � \f A KI \BUFFER PROPOSED MOTEL L2TCAT 01`4 -Of RELOCAT� ED �� y LOCATION / /o TRANSFORMER - Of LLI LOT #2 _---/EXISTI G l4OU$E i`10 � \ \ I � ��-- 10x1Z?' NCLO ED \� _ — B� ITEM VET -m_ DUMPSTER-P _ I # I \50: B DINGS ACiC ZONING BORDER LINE; SHOWN OFFSET OF PROPER I g �� a �g �� I 5{ �• I { I �' LINE FOR CLARITY LANDS N/F OF LANDS N/F OF I I 4; ��' I DENNIS JACBSON I PAUL NICHOLS I I I Sv, I EXISTING / BY OTHERS: NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: — — PROPERTY LINE SETBACK: — — MINOR CONTOUR LINE: — — MAJOR CONTOUR LINE: — 3&& NEW CONTOUR LINE: 350 CLEARING LIMITS: A %._i^%_i^%&_i^. SILT FENCE / EROSION CONTROL: TRAFFIC FLOW PATTERN: DRAINAGE PATTERN: SPOT ELEVATION TAG: +100 DRAWING # DETAIL REFERENCE TAG: NOTE: S- DI SEE DRAWING # FOR DETAIL DETAIL # DETAIL REFERENCE TAG: (9:SEE DRAWING #FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER D1 SEE DRAWING # FOR SECTION I , SITE PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) SCALE: 1" = 40' 160 Parking Requirements: ADDED ADJOINERS MOVED 1 PARKING SPACE FROM WEST OF PROPOSED BUILDING TO NORTH OF PROPOSED BUILDING Required Proposed Motel (proposed) Motel (existing) 37 37 ........ ..... __......._ .................. ..........._.....................................__............... Total Parking Spaces 4.8 48 ....... .. .... ........... 85 ............. ................... - - .. _ 8.5 VARIANCES GRANTED BY THE TOWN OF QUEENSBURY ON 11Z20/02 VARIANCE REQUIRED PROPOSED MOTEL: 1. BUILDING TO FRONT PROPERTY LINE 50 ft 2. FLOOR AREA RATIO (FAR)* .30 4 .„ Site and Zor>t iRequ rements : Zone: HC-INT Highwa,�y Co mercial Intensive Zone Floor Area Ratio: .30 Required Proposed Building Setbacks** .Front............_.-_ ............. ................ 50...ft....................... .......................6f...ft..............:.. Side (total 50 ft. '* .............................. ..... .................. .6ack 20 ft .. 50 ft ..... ....ft...... . ..... 25.. ft . ......... Minimum Lot Size* .....1 Acre 2.2f Acres- Minimum.... Lot... Width ........................ .......... ...150 ft ... 251 t...ft......... Minimum Lot Depth ................. .. 200...ft ....... .... 419f ft m MaximuBuilding Height 40 ft _....... _.............................._................ < 40 ........................... ft Minimum Percent Permeabl_ ... 30% SEE .CALCULATIONS ... ,BELOW ...... Floor Area Ratio (FAR)* ....... .... .30 35 Parking Spaces (see below) * Lot #1, lot #2 and Lot to be joined. lot #1 - .98f acre lot #2 - .83t acre lot #3 - .39f acre .98 acre + .83f acre + .39f acre = 2.20f combined ** A fifty foot buffer is req ired between adjoining residential and highway commercial zones. *** Lot #3 recently rezoned to SFR-10 Single Family Residential, lot is being proposed for buffer only but has been added to arel calculation for permeable area and floor area ratio. IRCENT PERMEAB (all phases): rcent permeable = tttal site - total impermeable / total site) I�ERMEABLE: 'ITELS ,'ROPOSED (NEW .. B.UI . ING) ...... ._ 8,093SQ, FT. XISTING.......... .. 8,620...SQ FT...... TOTAL ...................... _..._. ..... .........._....._1.6,796 SQ. F7•.. _D AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) ?R.OPQSED.... (ADDITION _ )...... ._........ .... 9,842 SQ. FT. XISTING.... ....__ ................_....... ....... _....25,174.... SQ Fr ..... TOTAL .................................................... 35,016 SQ. FT. /P\TOTAL IMPERVIOUS 5J,729 SQ. FT. �•;, TOTAL AREA 5,927 SQ. FT. PERMEABLE AREA 'ID5.927 SQ. FT. - 51,7 SQ. FT. = 44,198 SQ. FT 44,198 SQ. FT. / 95,92 7 SQ. FT. = 0.46 x 100 r7f L/ f l� 06/25/03 0 RE SED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 Q REASED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A RE SED PER TOWN COMMENTS TSM 03/17/03 0 SU MITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® RE BMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 QA SUEMITTED FOR ZONING BOARD REVIEW TSM DATE REV # IS& ED / REVISIONS BY SITE PLAN WINC y PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK PROPOSED = W `yo. 57'� J RRETT - MARTIN ENGINEERS, S, PLLC 6 ft± ° PROFESSIONAL ENGINEERING THO AS JARRETT P. . # 57509 IGHT © 2001 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED IME AND VALID FEBRUARY2003 PRO# 01-77 SHEET: 1 OF 10 OF THIS DOCUMENT EXCEPT ALTEBY BY A' 'LENSED EN(iINFER IS UNLAWFUL. 17 12101 Bhatti Hotel Site Plan Desi n dw PLOTTED / REVISED:06/25/03 9:30AM g g MAG1vf,..., . _ _ _ ou LANDS APPROPRIATED BY NEW YORK STATE a-- I� �Q I CUT OFF WALL PACK GHT FIXTURE (SEE LIGHTING FIXTU H�DULE, ,, ), I' I l� I I I I I I ou ou 1 EXISTING MOTEL (ECONO LODGE) 1 OFFICE CONCRETE WALK FIX UR TYPE B I STAIR STAIRS I Q ASPHALT PARKING N AREA ,00 r - \ PARKING AREA LIGHT �r \ SEE LIGHTING FIXTURE SCHEDULE, 15 \ " " FIXTURE TYPE A: POLE MOUNTED p I 3 7 PLACES) Y J Ld U Z 0 U I � \ \ / \ /PARKING AREA LIGHT \ (SEE LIGHTING FIXTURE SCHEDULE, / \ \ FIXTURE TYPE "A": WALL MOUNTED / 1 I ITf T PtA�.E}_-- — CEIHNG MQUUNTED/LIG T FIXTUR ® (SEE LIGHTING Ft-AURE S PED_U�LE, / FW_TU RE-TY }� DECIDUOUS E PROPOSE 37 ROOM F` / \ i MOTEL B \ ILDING (2- DEC 1 F.F EU_.V� = 101.75 TREES VINE / ACLEARING LIMIT _ --_ EXISTING 14"-18� DB1��4 (TREE D) A \ / XISTINGRUSH LING DECIDUOUS TREE / \ EXIS ING 1\8"-20" DBH --� / DECID US TREE-�''^�-�^���� �►�,,,� ^�-� ���^� ,� ��'XISTING 2"-4" DBH � / EXIfTI� 20"-2� DBH I E N�-a'L$ _pgN �� �-�� DECIDUOUS TREE DE IDUOUS TREE I / � DECIDUOUS TREE GROUP OF (3) 4"-8" -EXISTING BRUSH LINE I)Bt -D CIDUOUS TREES � EXISTING 1`--8"--QjBH DECIDUOUS TREE EXIST} G 12\ 1 t" H i0 DECIDUO THE \ EXISTING 6-!�-8" DBH09 \ \ ® '- \ \ \ 1=VERG EEN TREE \ EXISTING 6"-8" DBH I (7) EVERGREEN TREES ON 90 EVERGREEN TREE I EAST SIDE OF NEIGHBORS FENCE; I 6"-10" DBH I I I �C I IPF ou — "al I I \ I I I \ I I IN LIGHTING FIXTURE SCHEDULE Symbol Fixture Qty Watts Description Lamp a falog & CNuu mber Cataclog Type A 8 451 ARM MOUNTED CUTOFF FIXTURE WITH FLAT LENS ONE 400—WATT CLEAR ET-28 PRESSURE SODIUM, POSITION. S2-4IA "AERIS" A S2-400S—SR4SC HORIZONTAL Q B 2 142 WALL PACK W/ SPECULAR ONE 100—WATT CLEAR ED-17 HIGH PRESSURE LITHONIA "TWAC" TWAC 100S REFLECTOR, CLEAR POLYCARBONATE LENS SODIUM, HORIZONTAL POSITION. C 1 75 SQUARE FORMED ALUMINUM HOUSING, PRISMATIC FLAT GLASS ONE 150—WATT CLEAR ED-17 HIGH PRESSURE SODIUM, SPAULDING "SOFFITIER" ST—S75—VL LENS VERTICAL POSITION. ALUMINUM REFLECTOR, ONE 175—WATT CLEAR REGENT ACRYLIC REFRACTOR BT-28 MERCURY NH1204M O D 5 175 SOCKET POSITION VAPOR, VERTICAL (EXISTING) FIXED BASE DOWN POSITION LIGHTING PLAN SCALE: SEE GRAPHIC SCALE kz) 0 I o EXISTING MERCURY VAPOR LIGHT; TO REMAIN (SEE LIGHTING FIXTURE SCHEDULE, FIXTURE TYPE "D") DRAWING TES: C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS L C. SURVEYS ENTITLED: "M P OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "M P OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" D TED APRIL 24, 2000 "M P OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" D TED AUGUST 8, 2001 tom OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 C2-2) EXISTI G TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD MEASUREMEN S. C2-3) ONLY REES MARKED WITH AN „ X„ ON THESE DRAWINGS SHALL BE REMOVED. ALL OTHER TREES TO REMAIN (REPLACE IN KIND IF DISTURBED). C2-4) EXISTI G TREE LINE TO BE TRIMMED AND REPLANTED PER DRAWING C4 "LANDSCAPING PLAN" IR IP \ \ \ I � 1 ER- LeT -LLUES BRUSH LINE WITH 20+ 1A -DECIDUOUS TREES; 4" -„ H OR LARGO BRUSH LINE \15-,2,0 \ \ NOTE: C2-4 DECIDUOUS TREES 3\ C2 EVERGREEN TREES; 4" 0 GDBH 100 o BRUSRT INE WITH 20+ \ \ DECIDUOU!--TREES; 4" DBH OR LARGER GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCALE: 1" = 20' 06/25/03 I L \ ' REVISED PER TOWN COMMENTS \ V X � S 05/31/03 0 R ISED PER FIRE MARSHALLS COMMENTS 05/15/03 ® REVISED PER TOWN COMMENTS 03/17/03 0 SUBMITTED FOR PLANNING BOARD REVIEW 09/16/02 ® RE UBMITTED FOR ZONING BOARD REVIEW 05/29/02 ASU MITTED FOR ZONING BOARD REVIEW DATE REV # IS ED / REVISIONS LI HT FIXTURE/TREE REMOVAL PLAN ► ' PROPOSED MOTEL EXPANSION 80 AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD do 5T5�9 , ��``� QUEENSBURY, NEW YORK TSM TSM TSM TSM TSM BY RAINING: C2 J RRETT - MARTIN ENGINEERS, PLLC H. TH MA JARRETT PROFESSIONAL ENGINEERING P . # 57509 1 EAST WASHINGTON STREET PHONE: (518) 792-2907 ---COPYRIGHT © 2002 LENS FALLS, N.Y. FAX: (518) 798-1864 ONLYBLUE s ALSH►PIES °LW DRAWINGEDTuE FEBRUARY 2003 PRO# 01-77 SHEET: 2 OF 10 AND VALID TSM ALTERATION OF THIS DOCUMENT EXCEPT 1 7112101 Bhatti Hotel Site Plan Desi n.dwg PLOTTED / REVISED:06/25/03 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL. g XA(;tvrJ` --- DRAWING N TES: IC3-1) SURV S & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND ' SURVEYORS L C. SURVEYS ENT LED: "M P OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 OU "M P OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" D TED APRIL 24, 2000 f _ - - LANDS APPROPRIATED BY 0 •0 aJu x0.0 xo.0 t.0 '6.0 "0.0 'b.0 'b.0 - "M P OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" D TED AUGUST 8, 2001 NEW YORK STATE - �u 'tj.0 'b.0 'b.0 'b.0 xb.0 'b.0 x0.0 .0 'b.0 to 'b.0 'b.0 .0 "M P OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 "0 0 .0 .1 "0.0 "b.0 Yo.O I PF o xo. .2 'b.o 'b.o 'b.o 'b.o 'b.o xb.o .o .@u 'b.o 'b.o o I EXISTING MOTEL (ECONO LODGE)to x0.1 .6 '�• � 4 I Q 3 OFF � o �0 UNIFORMI RATIO: �'tj,1 x7 3 .1 .3 ICE �1.5 x1.3 .7 � AVERAGE F00 CANDLE ON PARKING AREA = 6.7 q 'tj x T 0 Vx2. ) 4 .8 .6 .6 '6.7 .9 ).3 x4. J C]F1FRS 0 .5 8 'b.0 .0 MINIMUM F00 CANDLE ON PARKING AREA = 1.7* UNIFORMITY RATIO = 6.7 / 1.7 = 3.9 'b.1 0 x3.6 x8.1 x4.8 x2.9 "3.3 x3. .8 1.1 N.b x1.1 x1.4 'SZ. 4 9 x6.7 .0 8 x2.7 N 6 Vo I o Vj x x Q * MINIMUM FOOTCANDLE TAKEN OVER ACTUAL NEW PARKING SPACES: ENTRANCE WAY SOUTH "D,1 .2I 4 6 x4.3 "S.7 x2.5 x3.0 xb 7 �1.7 xi.�s- '4Z.8 .1 x7.7 VA '�3.2 x9.6 x7.4 x5.9 4.3 4.6 x3vtii 7 0 xb. �`9 8--- - _ - - _ - OF NEW PAR ING SPACES (NEAR EXISTING SIGN) PLUS NORTHEASTERN MOST PARKING SPACE � ' D' d0-----(ADJACENT T DUMPSTER) AND EXISTING PARKING ADJACENT TO EXISTING MOTEL, EXCLUDED. x 0.0 ILLUMINATION N THESE AREAS IS BELOW 1.7. A 'tj, 6 15.7 '�.� x3.7 x3.0 x2.6 . .5 x2.9 x3. x . 8 x3.1 x2.8 .9 x7.1 x7 3.1 )3. 0 x15.0 x� 4.5 x6.9 4.9 4.6 4.4 .0 '�. I �► "0.1 1 'b. ) 0.1 )1. '6.5 4. x3. x3 2 .1 .3 4.9 x6.6 x10. x10. .1 '4Z. .8 x7.4 .6 x7.3 4.8 x3.5 x3 .8 .0 'b. .0 4 Y I v x0.11 'b. 1 )5.8. x4.5 x 0 12 U. .8 18.0 x13. x14. x2.8 x4 5 16.7 .9 x7.5 x4.5 x3.1 '2. .5 x0.0 xb 0 f 0.0 02 ' D w 5 FOOTCANDLE >b 1 'b i 2 )4.9 9 )4.7 7 x8. 8 .0 x4. dx . x . 4. 9 x6.6 x9.0 x 13. 'sl 5 . 4. x2 7 x44.�q x6.3 .5 0. 8 ' q x4. 2 x3.1 x2. 5 'b . o xb 0 .0 ' v 2.5 FOOTCANDLE ' I 4.8 x5. 9 .2 .7 x8.4 x9.4 xl 4. x� 1. �`4. 'SZ 3 'L 6 x3.3 x3.9 4. 4.9 .9 "3.3 x2.8 x2.6 �.0 .1 "o. b 2 FOOTCANDLE P 5 CANDLEFOOT 'b.1 ' 0 4.3 x3.6 .2 x7.8 x8.5 "8.8 19.2 19.2 x7.3 x7. x3.4 x2.1 .3 x2.8 x3. x3.4 x2.8 7 x3. .0 .0 I'b•0 1 FOOTCANDLE D 2.5 CANDLEFOOT/ 5 , x30 8 ' 2 .6 )1.3 x7 5.8 x14.2 ) 3.7 x7.0 x3.7 x3.5 Gx2.6 "3.6 .3 16.1 x8. x6.7 t.4 x .7 x3.5 >b xb. 0 0.5 FOOTCANDLE 2 CANDLEFO� 0.25 FOOTCANDLE 1 CANDLEFOOT 11)1.0 . , 8 x .4 x7.3 x13.4 x) 2 x11.8 x11.3 x6.5 4.9 x2.8 .8 V1 .1 .0 .0 77 o-1 0-10xn--t.tT"'�7'17""�'a. �. ' ' .�.. '�].0 .0 'b 0 xb.0 'b.0 '0.o 0.5 CAr&OOT F 0.25 �ANDLEFOOT �>b.j�>b.2.8 .8 x8.1 x�5.8 x15.4 x11.6 x7.8 '�. x7.$� 4 10.2 .1 x0.o 10.0 x0.0 10.0 1b.0 10.0 16.0 10.0 Vo 10.0 1b.0 xb.0 xb.o xb.0 'b.0 'b.0 x0.0 .0 x0.0 / I � V0 'b. 'b 9 .8 x8. 7 " ' 0 x 15. 6 x11. 9 x8. 2 0 .1 'b. �).0 xb. 0 x0. 0 V o x0. 0 x0. 0 xb. 0 x0. 0 x0. o V o '6. 0 16. 0 '6. 0 16. 0 10. 0 xb. 0 '6. 0 xb. (� 10. 0 10. 0 PROPOSED 37 ROOM 'b 0 'b MOTEL BUILDING .8 x 5 18.5 ) 4.8 x;) 8.3 x14.1 ) 3.3 x8.3 7 9� .2 'b.1 0 x0.0 x0.0 '6.0 '6.0 '6.0 '6.0 x0.0 x0.0 x0.0 x0.0 x0.0 '6.0 x0.0 x0.0 '6.0 '6.0 .0 x0.0 F.F ELEV. = 101.75 to. 0 x3. 2 x5. 8 x9. 0 x;) 2. 0 x 0. 3 18. 9 x7.1 x3. 9 .3 4 'b. 10 3 V 1 10.1 .0 V o V 0 x0. o V o V o V0 10. 0 xb. 0 V o 'b ') V o x0. 0 'b. 0 xb. 0 'b. o 0 'b. 0 v / >b o xo I .3 .9 x9. x10 7 )1.1 x1 .4 V 2.5 .7 .1 .6 .3 V 1 x0.1 .0 "0-0 '6. 0 'b. 0 'b. o x0. o V o 'b. o xb. o xb. 0 x0. d xb. 0 xb. 0 x0. 0 'b. 0 xb. 0/ xb. 0 xb. 0 P '�. 0 '�. 6.0 .0 .0 .0 x y7 x4 1 x8. xI 7 x;l 3 x;I 4 1 x1 xb.7 'b. 'b. 2 V 1 'b. 0 V o to xo.o xo. 0 xo.o to xb-0 'b. 0 x0. o 10. 0 '6.0 'b.0 xo.o V o 'b. o o 10. o GP 'b. 0 xb. xb.0 xo.0 x0.0 xo.0 'b.0 'b.0 'b. o xo. 0 x0.0 V o xb.0 x0. 0 xb.0 x0. 0 .3 xD. x6.8 x12. 4.8 x9. TP x1 'b 10 .2 16.1 xo.1 xo.o Dxo.0 V o x0. 0 'b. o 'b. o 'b. 0 xb. o '6.0 'b. 0 'b. o 'b. o 'b. o 'b. o 10.0 V 'b. 0 x0.0 CA GP xo. o xo. 6 to xb0 to to to to to 'b.o 'b.o to xo.o to to xo.o xo.1 'b.1 'b.1 � 6:7-�O-2 C�0.2 'b.1 'b.1 'b.1 xb.0 xo.o xo.o xb-0 10.0 'b.o 'b.0 'b.o xb.0 'b.0 'b.0 16.0 'b.o 'b.0 'b.o 'b.0 *�b.0 'b.0 q 'b. 0 xb. xo.o xo.o 'b. 0 'b. 0 'b.0 xb. 0 "0.0 'b. 0 xo.o to to xb. 0 'b. 0 xo.o 10.0 '6.1 10.1 xb.1 '6.1 'b.1 xb.1 x0.1 'b.1 '6.1 V 1 'b.1 V o 'b. 0 x0.0 V o x0.0 xb. 0 'b. o V o xo. 0 'b. 0 10.0 10. 0 10. 0 "0. 0 'b. o V O xb. 0 .0 xb. 0 x0.0 xo. xo.o xo.o xb.o xo.o 'b.o 'b.o xb.o 'b.o 'b.o 'b.o xo.o xb.o xb.o to 'b.o xb.o to 'b.1 xb.o 'b.o xo.o 1o.1 xb.o 'b.o to xo.o xD.o 'b.o 'b.o to to 10.0 xb.0 xb.0 'b.o 'b.o xb.0 'b.o 'b.o xb.o 'b.o xb.o/ x0.0 x0.0 "b 0 >b xo 0-"b o -5.3 "'t.a-'6-'u--t-rr Ae.cl- lx-'b-n- `ihn 'U .o 'b.o 'b.o xb.o 'b.o xb.o 'b.o 'b.o 'b.o 'b.o to 'b.o xb.o to xb.o to to to 'b.o o 'b.o xo.o xb.o xb.o xb.o 'b.o xb.o o to to to to to xo.o 'b.0 'b.o xo.o 'b.o xb.o 'b.o 'b.o to 'b. xo.o 'b.o xb.o 'b.o 'b.o 'b.o o 'b.o 'b.o 'b.o xo.o 'b.o xb.o xb.o .o o >ti o "lt.0 'm a �-'e-�re �•e- _ _ _ _ _ I 'b.o 'b.o xb.o 'b.o xb.o o 'b.o xb.o 'b.o 'b.o xb.o xo.o I I I LIGHTING LEGEND Symbol Fixture Type Oty Proposed vs New A 8 PROPOSED Q B 2 PROPOSED C 1 PROPOSED D 5 EXISTING ILLUMINATION LOCATION AND INTESITY (FOOTCANDLE) X 0.2 LIGHTING PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCALE: 1" = 20' 06/25/03 1 /F I REVISED PER TOWN COMMENTS (NO CHANGES THIS DRAWING) 05/31/03 0 R ISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A REVISED PER TOWN COMMENTS TSM 03/17/03 0 SL BMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 A RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 A SL BMITTED FOR ZONING BOARD REVIEW TSM DATE REV # IS UED / REVISIONS BY ILLUMINATION PATTERN PLAN C3 PROPOSED MOTEL EXPANSION 80 s 1 ; AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK RRETT - MARTIN ENGINEERS, PLLC THO S JARRETT PROFESSIONAL ENGINEERING P.E. 57509 2 EAST WASHINGTON STREET PHONE: (518) 792-2907 IGHT 0 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY Ia EDTu BLUE SEAL "kLLBEcTME FEBRUARY 2003 PRO# 01-77 SHEET: 3 OF 10 AND VALID TSM ALTERATION OF THIS DOCLIMENTExCEPT 1 1 7112101 Bhatti Hotel Site Plan Design.dwg PLOTTED / REVISED:06/25/03 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL JIAGnAj.L' DRAWING NO ES: C2-1) SURVEY & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LL . ou I I SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 ou — — "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" LANDS APPROPRIATED BY � �u I DATED APRIL 24, 2000 NEW PORK STATE "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" —' — '— — -- DAT D AUGUST 8, 2001 8-D X ! l��� IPF "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 ou C2-2) EXISTINGTREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD EXISTING MOTEL (ECONO LODGE 2-SM ' ) MEASUREMENTS. REMOVE EXISTING PAVING FILL, SEED, MULCH s� I C3-3) SEE DRAWING D2 FOR PLANTING DETAILS J OFFICE CONCRETE WALK STAIR PLANTING N ES: STAIRS O� ' 1) THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN INST LL BEVELED CURB® SEASONAL PLAN BEDS AND FINE GRADE. N ARO ND ISLAND 2) AREAS INDIC TED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, OR ASPHALT PARKING — O ,70 INSTALL CURB AROUND \ AREA — —------- _ APPROVED MIX, AT A RATE OF 5LBS PER 1000 SF., STARTER FERTILIZER (5-10-5) AT 40 ' PLANTING ISLAND \ \ LBS. PER 1000 SF AND MULCHED WITH STRAW OR HYDROSEEDED. �2-SJ \ 3) AREAS INDIC TED AS NATURAL AREAS SHALL BE SEEDED WITH 5 LB PERENNIAL RYEGRASS, S \ \ 0.5 LB WHITE LOVER AND 0.5 LB BIRDSFOOT TREFOIL, AT A RATE PER 1000 SF. APPLY s 8 ST STARTER FERTIL ER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED WITH STRAW OR S ' Y EROSION CONTR L BLANKET AS INDICATED. -SH x � O < 4) PLANTINGS IL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL VO= \ s $ 1 -ST - uj BE A MIXTURE F 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND ' L _� / ui 5-10-5 FERTIL ER AT 1 LB PER 20 SF. 5) MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD v 0 CHIPS, LEAVES R OTHER UNACCEPTABLE MATERIAL. 6) MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNA CEPTABLE MATERIAL. \15- B S S Aga 40 _ 2-CH BUFFER --- � PROPOSED 37 ROOM BUFFER AREA - EXIS / -� TO REMAIN, BRUSH TO BE / \ 4-DL MOTEL BUILDING \ REMOVED AND STUMPS CUT FLUSH; _ F.F ELEV. = 101.75 AREA-TO-aE_ SEEDED \ \ / \-SD j/ 99 — LAW_, \ - / -\ —CH- 1 4—H ~ EXISTING TREES TO R \ \ 0-SB 15-HV 98 \ \ \ \ -DL 8 DL 7.5 -CP ` 2-AR � __� ___ F—) \ \ �0 . 7. LA 9 .25 4-HV 97 \ 0 \ INN 1 �i •`V 1 I/SID BUFFER AREA EXISTING TREE TO REMAIR, BRAJ-SH TO BE 101, ,.� �, ��� �� wI/1• •1,� ��, �,. �UV� �/1 �'�� AREA .. . N LUSH; �� �'��. ail � ,►��, �, Mai �l � � 6-SP --- � \ BUFFER A�E7� 0'-0"; \ BUFFER�EA - 50'-0 ; � ® � ER AREA - 50'-0�— \ � 3 S ADE T S 100 SECTION - 7 EVERGREENS 3 SHADE TREES /100�S.ECTION - 7 EVERGREENS, SHAD TREES-,------:::: 100 SECTION - 2 EVERGREENS, \ / \ \20 LARGE SRRU0S--_STING TREES AND EDGE 28 LARGE SHRUBS - EXISTING TREES AND HEDGE 18 LARGE SHRUBS - EXISTING TREES AND HEDGE ROW TO BE SAVED I TOW TO BE SAVED \ ROW TO BE9�AVED - ®�W I PLANT LIST LANDSCAPING PLAN 06/25/03 0 REVI ED PER TOWN COMMENTS BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKSM SCALE: SEE GRAPHIC SCALE SYM I PCCCJ CID PYRUS CALLERYANA REDSPIRE REDSPIRE CALLERY PEAR 4 3 - 3.5 in CAL B & B SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 3 2 - 2.5" CAL B & B QUERCUS PALUSTRIS PIN OAK 8 3 - 3.5 in CAL B & B PO PICEA ABIES NORWAY SPRUCE 21 1O' HT min. B & B SP SM ACER SACCHARUM SUGAR MAPLE 2 3 - 3.5 in CAL B & B SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 10 4 - 5' HT B & B HV VIBURNUM TRILOBUM "HAHS" "HAHS" VIBURNUM 23 2' - 3' HT B & B CH TSUGA CANADENSIS CANADIAN HEMLOCK 5 3 - 4' HT B & B SH ILEX GLABRA "SHAMROCK" COMPACT "SHAMROCK" INKBERRY 3 24 - 30 in B & B DL SYRINGA MEYERI DWARF KOREAN LILAC 28 30 - 36 in B & B WE EUONYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 2 30 - 36" B & B PB BERBERIS THUN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 0 3 gal CONTAINER GROWN SJ SPIREA JAPONICA "LITTLE PRINCESS" "LITTLE PRINCESS" SPIREA 12 3 gal CONTAINER GROWN AR THUJA OCCIDENTALIS NIGRA DARK AMERICAN ARBORVITAE 25 4 - 5' HT B & B DCDCAIAII AI C ST HEMEROCALLIS STELLA D' ORO STELLA D' ORO DAYLILY 24 1 GAL BS RUDBECKIA GOLDSTRUM BLACK EYE SUSAN 15 1 GAL SEASONAL: DENOTES SEASONAL BED TO BE PLANTED WITH ANNUALS AND/OR PERENNIALS AND TO BE CHANGED SEASONALLY. 05/31/03 ZE�, REVI ED PER FIRE MARSHALLS COMMENTS 05/15/03 /D\ REVI ED PER TOWN COMMENTS 03/17/03 //c\, SUB uTTED FOR PLANNING BOARD REVIEW 09/16/02 © RES BMITTED FOR ZONING BOARD REVIEW GRAPHIC SCALE 05/29/02 AA SUBf 1ITTED FOR ZONING BOARD REVIEW 20 0 10 20 40 80 DATE REV # ISSU D / REVISIONS LANDSCAPING PLAN W FEET SCMZ: i = 20 -� PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY do �9 ,�co� AVIATION ROAD 57 '�► , QUEENSBURY, NEW YORK TSM TSM TSM TSM TSM BY r�Awl_ C4 J RRETT - MARTIN ENGINEERS, PLLC H. THO S JARRETT PROFESSIONAL ENGINEERING Landscape Plan Prepared by: . . # 57509 12 ST WASHINGTON STREET PHONE: (518) 792-2907 ASSOCIATES LANDSCAPE ARCHITECTS COPYRIGHT ©2002 GL NS FALLS, N.Y. FAX: (518) 798-1864 MILLER ASSOCONLY BLUESEALISHALLBECONso�D�E REBRUARY 2003 PRO# 01-77 SHEET: 3 OF 7 169 Haviland Road Queensbury, New York 12804 ANDVAUD ALTERATION OF THIS DOCUMENT EXCEPT 1771 2101 Bhatti Hotel Site Plan Desi n.dw PLOTTED / RBASED:06/25/03 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL. g g DRAWING NOTES: yMAGlvni 1V — ou LANDS APPROPRIATED BY NEW YORK STATE EXISTING CATCH BASIN ou _o I ' I 1/ I I li I ou EXISTING MOTEL (ECONO LODGE) C3-1) SURVEYS & MAP INFORMATION FROVIDED BY VAN DUSEN AND STEVES, LAND ISURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 I "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 I ou IPF / Io I OFFICE CONCRETE WALK STAIR STAIRS q I RIM 99.91 BOTTOM 92.91 \ I I 8'0 DRYWELL (TYP.) ASSUME 8' DEPTH WHEN I TALLIED— '� 7� ACTUAL MEASUREMENTS SHOWN\ ASPHALT PARKING AREA \ W --- — — — o-1 o — ------ RIM 100.07 \ R 101.33 RIM 102.08 \ OTTO 94. 7 BO M 33.33 BO OM 95.26 I —R-1 T02.73 I BOTTOM 94.73 3 1 oz p P-i �/ x I } / 0 \ / / 6" PERFORATED PI \ o 1 EXTEND 15' (MIN.) INTO NTRANCEWAY GRADING � STONE FILLED VE TRENCH; \ \ PER FATIR 1 .\ I P \4" PERFORATED "TRICKLE \ \ \ \ 9 PIPE�IRRIGATION TRENCH; \ RYWELL TRENCH -r BE _#ARPED AROUND \ 5 " ® D2 EXISTING & NEW TR�S 00' PROPOSED 37 ROOM 6 NON -PERFORATED HDPE PIPE, 8 (TYP. 2-PLACES)• (� -" / MOTEL BUILDING OUTLET INTO "TRICKLE TRENCH" T P OF FRAMLEV = 98.2 �- t OF TRENCH MIN.) f�\ / \ \ P RrGRATED HDPE OUTLET / F.F ELEV. — 101.75 ERFO ATW / I \ HDPE PIPE \ \ \ \ \ WELL NEW GRADE \ \ AROUND EXISTING TREE \ \ \ 5 \ I 7.5 97. 16 36" C Ro R. -SdMP PIPE \ 100 / 97.5 97.25 \ + 99.5 99 99.5 \ / 97 e 99 99. 95.25 9 \ \ Ift9 95 NOTE: ES-1— \ EC1 SEDIMENT BARRIER ------ — _ 0 ® I I I s 05/31/03 0 R ISED PER FIRE MARSHALLS COMMENTS TSM GRADING / STORMWATER PLAN 05/15/03 /D R ISED PER TOWM COMMENTS TSM L—Ij SCALE: SEE GRAPHIC SCALE 03/17/03 0 SU MITTED FOR PLANNING BAORD REVIEW TSM NYSDEC PHASE II STORMWATER 09/16/02 ® THI DRAWING NOT SUBMITTED TSM WATER QUALITY VOLUME: ® SUBSURFACE INVESTIGATION: 05/29/02 QA SU MITTED FOR ZONING BOARD REVIEW TSM WATER QUALITY VOLUME EQUATION TEST PIT #1 WQv = PRVA/12 DATE REV # ISS ED / REVISIONS BY 0 - 8" DARK BROWN SANDY TOPSOIL DWIN WQv WATER QUALITY VOLUME 8 - 36" LIGHT BROWN FINE TO COARSE SAND, �� NEW y0 ' eGRADING / STORMWATER PLAN C5 P 90% RAIN FALL EVENT NUMBER (.98 IN) TRACE SILTS & COBBLES 36" BOTTOM OF HOLE (HAND DUG) GRAPHIC SCALE �0 '�ARRF� ' Rv : 0.05 + 0.009 (1); Rv MIN. =0.2 (.53) , _ PROPOSED MOTEL EXPANSION A : SITE AREA IN ACRES (4.22 ACRES) 20 0 10 20 40 80 W I AFTAB (SAM) BHATTI PROPERTY I PERCENT IMPERVIOUS COVER (63.1 %) NO MOTTLING OR HIGH GROUNDWATER NOTED AVIATION ROAD !!6-mm- 1 QUE NSB RY, NEWYORK WQv = (.98)(.53)(2.2 / 12) = 0.095 ACRE -FT. = 4,166 CU. FT. ( IN FEET) �a 57�� 4,166 CU. FT. OF RETENTION/ INFILTRATION REQUIRED SCALE: 1" = 20' C�. FT. AS SHOWN ON DRAWING C5/D1 J RRETT - MARTIN ENGINEERS, PLLC PROVIDE 4,892 (MIN.) H. THO S JARRETT PROFESSIONAL ENGINEERING P. 57509 1 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT © 2002 G ENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE FEBRUARY 2003 PRO# 01-77 SHEET: 5 OF 10 AND VAUD 06/25/03 REVISED PER TOWN COMMENTS TSM ALTERATION OF THIS ENGINEER 7IXCUL 17 112101 Bhatti Hotel Site Plan Desi n.dw PLOTTED / REVISED:06/25/03 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL 9 9 POST SIGN PARKING STOP SPACES FACING EAST 4" (TYP.) BLUE BACKGROUND W/ WHITE SYMBOL 8'-0" STANDARD PARKING SPACE TYPICAL PARKING SPACE DETAIL SCALE: N.T.S. ASPHALT DRIVEWAY 4" WIDE DIAGONAL STRIPING; 2' O.C. & 30' TO CURB (TYP.) 8'-0" NOTE: ALL MARKING PAINT TO BE WHITE 20'-0" SIDEWALK DETAIL COURSE; "EM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR TYPICAL CURB DETAIL W/ SIDEWALK SCALE: N.T.S. BUILDING ENTRANCE DETAIL SCALE: 1" = 5' 6'-0" RESERVED PARKING 12"x18" M.U.T.C.D. STEEL CHANNEL COLOR — BLACK POST SIGN DETAIL SCALE: N.T.S. NOTE: EMBED POSTS 3' INTO A 12" OX4' DEEP FOOTING TOOLPn CrnR; .InIMT 1Y2" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR 1 ' � �0000o�ooQOo�ooQO0000QOoOo O EXISTING SUBGRADE TYPICAL DRIVEWAY / PARKING DETAIL SCALE: N.T.S. EXPANSION JOINT 3„ PLAN Y4.. RADIUS (MIN.) TOOLED SCORE JOINT Y4" R. Y2" DEEP 6"x6"xW1.4xW1.4 REINFORCING MESH- 0 MID DEPTH 5"1■ 1� L V-0„ (MIN.) ASPHALT DRIVEWAY EXPANSION JOINT; 3/8" SAW CUT, BITUMINOUS EXPANSION JOINT FILLER W/ SEALANT, TOOL BOTH EDGES 4,000 psi CONCRETE SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACT TO 95% STANDARD PROCTOR EXISTING SUBGRADE SECTION TYPICAL SIDEWALK DETAIL SCALE: N.T.S. 3 D1 1'-6" (TYP.) 6" (TYP.) DRAWING NOTES: D1-1) 6" (MIN.) THICK TOP ELAB IN NON —TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. D1-2) INSERT GEOTEXTILE U DER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GE TEXTILE & CLEAN/REPLACE AS REQUIRED. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER AND I (POLYETHYLENE) SDR 17, ASTM w LEAKAGE TESTED BY INFILTRATIOI w� (n U l P-2) ALL PIPING TO BE INSTALL Z POINTS) ul3:: Lu P-3) HDPE PIPING MAY BE ROL OWNER / ENGINEER; RADIUS OF MISCELLANEOUS: ENTRANCE ISLAND TO BE PAINTED WITH 4" DIAGAMAL STRIPES TO INDICATE NO DRIVING SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR �IBEVELED CURB DETAIL V II SCALE: N.T.S. AVITY SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE 5350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE / EXFILTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF D TO BE AS DIRECTED BY THE MANUFACTURER. M-1) ALL COMPONENTS OF TH EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. 06/25/03 OF RE SED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 0 R SED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A ISS ED PER TOWN COMMENTS TSM 03/17/03 © SU MITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THI DRAWING NOT SUBMITTED TSM 05/29/02 AA DRAWING NOT SUBMITTED TSM DATE REV # ISS ED / REVISIONS BY. Of NEW y GENERAL CIVIL DETAILS R WIN D ��'� �► " PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD �o, 57 ���► QUEENSBURY, NEW YORK r J RRETT - MARTIN ENGINEERS, PLLC THO S J RRETT PROFESSIONAL ENGINEERING P. . # 57509 1 EAST WASHINGTON STREET PHONE: (518) 792-2907 PYRIGHT © 2001 G ENS FALLS, N.Y. FAX: (518) 798-1864 ONLBLUE SEAL ES SHALL THIS CONSWING IDERED TRU FEBRUARY 2003 PRO # 01-77 SHEET: 6 OF 10 BLUE SEAL SHALL 8E CONSIDERED TRUE ANDVAUD ALTERATION OF THIS DOCUMENTENGINEER IS 17 112101 Bhatti Hotel Site Plan Desi n.dW PLOTTED / REVISED:06/25/03 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL. g g CAP OR PLUG (SHOWN OVERSIZE FOR CII e GEOTEXTI FOR S 1 /8"/FT (MIN. ADAPTER FITTIN( AS REQ'D (TYP. SAN ITARY `. HEAVY DUTY CAST IRON FRAME & GRATE (RISER(S) AS NEEDED) GRADE (FINISHED / EXISTING) FINISHED GRADE SLOPE GRADE TOWARD GRATE SLAB NOTE: D1-1 (TYP.) 30" NOTE: D3-2 GEOTEXTILE FABRIC D1 GEOTEXTILE FABRIC 6 BEND AS REQ'D FOR SEPARATION " SADDLE OR WYE STANDARD 2'f (TYP•) SECTION PERFORATED OVERFLOW PIPE AS SPECIFIED '11. !\�ll {�, \:y �;K„r;.�1 /\, CLEAN (WASHED) UNIFORM SIZE 4,�-ir:r.�1 / /\\j 4 0 COBBLES (PREFERRED), CRUSHED STANDARD STONE OR GRAVEL ��' SECTION n , ., /.� � ADAPTER FI/.TTIN/\G/\ \\ AS RE D FORT MILLER D RYW ELL EDING PER MAIN BRDNCH DETAIL OR EQUIVALENT SANITARY SERWER TIE IN DETAIL SCALE: N.T.S. rvic-TiKin nDAr'1C Y2" CRUSHED HDPE PIPE TRICKLE PIPE / TRENCH DETAIL SCALE: N.T.S. SIDEWALK D1 3'-0" _0% SLOPE - 8/-011 12'-0" (MIN.) TYPICAL STORMWATER DRYWELL DETAIL SCALE: N.T.S. 0 z_ 0 J_ D m 3 w z 12" PEA STONEJ (MIN.) GEOTEXTILE FABRIC 10 1EAVE TRENCH DETAIL 1 SCALE: N.T.S. FINISHED GRADE 1' MAX FROM CURB PROPERTY LINE ROADWAY /\ MUELLER CURB BOX OR APPROVED EQUAL 5' MIN. 6' MIN. CURB STOP MUELLER ORISEAL OR APPROVED EQUAL TEMP. CAP OR PLUG AS NECESSARY 1' r.. 3/4" SIZE MIN. TYPE K WATER MAIN COPPER PIPE TO HOUSE 3/4 COPPER TUBING (TYP. K) SOLID CONCRETE BEARING (OR SIZED AS REQ'D) BLOCK OR C.I. FOOT NOTE: .• WATER SERVICE FITTINGS TO MEET TOWN OF QUEENSBURY REQUIREMENTS. F�l 1 WATER SERVICE DETAIL SCALE: N.T.S. GEOTEXTI I FOR S 0 z 0 J_ 5 m J w 0 m vr FAI F 1'-6" L 3' —0" CONCRETE SIDEWALK ,,—PARKING AREA � \--CLEAN CRUSHED STONE 6"0 PVC PIPE EAVE TRENCH DRAIN PIPE DETAIL SCALE: N.T.S. 36 INCH SUMP DETAIL Aft 0 11 SCALE: N.T.S. mkIIC,urn r%DAnr DRAWING NOTES: D3-1) 6" (MIN.) THICK TOP SLAB IN NON —TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAF TRAFFIC. D3-2) INSERT GEOTEXTILE UNDER 33RATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. SPECIFICATIONS: 21,I1L� P-1) ALL GRAVITY SEWER AND GRAVI SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D335JEFILTRATION INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY INFILTRATION / TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. MISCELLANEOUS: M-1) ALL COMPONENTS OF THE EXI ING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. IT 06/25/03 ZLF� REVISE PER TOWN COMMENTS TSM 36" CORR PERFORATED 05/31/03 HDPE PIPE 05/15/03 A REVISE PER FIRE MARSHALLS COMMENTS TSM REVISE PER TOWN COMMENTS TSM 03/17/03 © SUBMI ED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DR WING NOT SUBMITTED TSM 05/29/02 AA THIS DR WING NOT SUBMITTED TSM ISSUED REVISIONS BY DATE REV # °F "E qr��� �R HED STONE q�h� _ GENERAL CIVIL DETAILS WIN D2 PROPOSED MOTEL EXPANSION AFTAB "SAM" BHATTI PROPERTY AVIATION ROAD do s1' ,�c'�� QUEENSBURY, NEW YORK JA ETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING THO S ARRETf P.E. 57509 12 EAS WASHINGTON STREET PHONE: (518) 792-2907 IGHT © 2003 GLENS ALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF BLUE SEAL SHALL BECONONSI�DEERREWD�E FEB WARY 2003 PRO# 01-77 SHEET: 7 OF 10 AND VALID ALTERATION OF THIS DOCUMFMEXCEPT BY A LICENSED ENGINEER IS UNLAWFUL. 17711214 Bhatti Hotel Site Plan Design.dwg PLOTTED / REVISED:06/25/03 9:30AM SPACING VARIES SEE PLANTING PLAN 14 12 SHRUB PLANTING DETAIL 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOT TO SCALE /-- 2" FINE SHREDDED BARK MULCH PERENNIAL BED PREPARATION DETAIL SCALE: N.T.S. DECIDOUS TREE PLANTING DETAIL SCALE: N.T.S. 3" SOIL SAUCER AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL and ANNUAL BEDS. ER HOSE FRICTION GUARD rum - a. CEDAR STAKES -ONG IREDDED BARK MULCH GH SAUCER ,MENDED PLANTING SOIL; IIXTURE IN THE FOLLOWING ATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) 13 ml innrn HOSE FRICTION GUARD I L I I 111 1 EVERGREEN PLANTING DETAIL 15 SCALE: N.T.S. E 3" dia. CEDAR STAKES 8 ft LONG 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL LITHONIA "ARIES" MODEL AS2-40OS—SR4SC OR EQUIVALENT ROUND ALUMINUM POLE — COLOR BLACK; POLE DIA. BY STRUCTURAL ENGINEER BOLT BASE COVER ANCHOR BOLTS W/ LEVELING NUTS AS SUPPLIED BY MANUFACTURER ELECTRICAL CONDUIT (GALV STEEL) 90' BEND, 24" RADIUS CONCRETE FOUNDATION; DESIGN BY STRUCTURAL ENGINEER TYPICAL POLE MOUNTED LIGHT FIXTURE DETAIL SCALE: N.T.S. Landscape Details PreparedTES by: MILLER ASSOCIA 169 Haviland Road LANDSCAPE ARCHITECTS Queensbury, New York 12804 06/25/03 0 REVISED PI TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 0REVISED PFIRE MARSHALLS COMMENTS TSM 05/15/03 /D\ REVISED PE R TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 /B THIS DRAW G NOT SUBMITTED TSM 05/29/02 ® THIS DRAW G NOT SUBMITTED TSM DATE REV # ISSUED / R ISIONS BY of NEW yr LIGH ING / LADSCAPING DETAILS AILS WIN D3 PROPOSED MOTEL EXPANSION • ` ` AFTAB (SAM) BHATTI PROPERTY 57 ` AVIATION ROAD QUEENSBURY, NEW YORK JARR TT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING H. THO A RRETT P. . # 57509 12 EAST W NSHINGTON STREET PHONE: (518) 792-2907 PYRIGHT © 2001 GLENS FAI.LS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING Wr H A BLUE SEAL SHALL BE CONSIDERED TRUE AND VAUD FEBRU RY 2003 PRO # 01-77 SHEET: 8 OF 10 ML 1 `n" 11"" "S "I: I N1' "UMt:N I LAUx ' ' 177112101 B*tti Hotel Site Plan Design. dwg BY A LICENSED ENGINEER IS UNLAWFUL. PLOTTED / REVISED: 06/25/03 9:30AM 41111111 Y a 3 w EXISTING GRADE z NEW GRADE w.wVT\Ifs I nT s LAND SCAPED BUFFER SECTION (LOOKING NORTH) rmnv%&ov%p -- - -- Scale: 3/16" = 1'-0" A r� LANDSCAPED BUFFER - 50'-0" ION ELEVAT S SOUTH BUILDING LANDSCAPED BUFFER (LOOKING NORTH) Scale: 3/16" = 1'-0 ,• Pb r p ~ Aft LANDSCAED BERM TO SHIELD PARKING AREA HEADLIGHTS LANDSCAPED BUFFER - 50'-0" 1 — -- -- 3 0 REVISI 13 Q REVISI )3 /D\ REVIS )3 A SUBN D2 �B THIS 1 ,02 A THIS REV # ISSUI P. . # 57509 IGHT © M ONLY COPIES OF THIS pRAWING WI> 1� A BLUE SEAL SMILL BE ANDVAUD TRUE ALTERATIONOFTHIS DOCUMENTEXCEFr BY A LICENSED ENGINEER W UNLAWFUL TS (NO CHANGES THIS SHEET) PER TOEMARSHEALLS TSM PER FIRCOMMENTS TSM TSM PER TOWN COMMENTS 'ED FOR PLANNING BOARD REVIEW TSM TSM AWING NOT SUBMITTED A WING NOT SUBMITTED (THIS DRAWING NOT SUBMITTED) TSM BY J REVISIONS WIN SITE ELEVATIONS D4 PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD QUEENSBURY, NEW YORK A RE`I"r MARTIN EN GIN EERS , PLLC J PROFESSIONAL ENGINEERING PHONE: (518) 792-2907 12 T WASHINGTON STREET FAX: (518) 798-1864 GLE FALLS, N.Y. F RUARY 2003 PRO# 01-77 SHEET: 9 OF 10 B FILE: F 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED / REVISED:06/25/03 9:30AM Z IRON PIPE FOUND N/F Harry & Jeane M. Troelstra (888/168) N/F Garden World Assoc., LLC (1006/297) N/F B&M Burns Family Trust (1294/210) N/F James & Ruth Britt (338/94) 8¢'_ S9 =4.9 o�'�o I ,� oA''°F �Q F , ml EXISTING 2-STORY MOTEL BUILDING (SEE REFERENCED MAP) Kathryn Peaslee and Peter Liapes To Aftab S. Bhatti D: 8/29/2001 R: 10/2/2001 1234/17 (Parcel shown per deed information - not surveyed) Tax Map No.: 302.5-1-52.13 (DEED:120.79 FT.) I W I I Z I 0 I I STORM DRAIN ® GRATE Wayne W. and Susan A. Pelak I Kathryn Peaslee and Peter Liapes to to Aftab Bhatti - I f-� Aftab S. Bhatti D: 5/23/1997 D: 8/29/2001 R:5/23/1997 1022/116 I R:10/2/2001 1234/14 I ASPHALT — I -- - 0 LIGHT BASE (CONCRETE) I Area: 1.815 Acres ± — STORM DRAIN © GRATE Tax Map No.: 302.5-1-51 I Tax Map No.: 302.5-1-52.12 a I I _Z � J I I } m J I Q W � 00 20 I I Z �W I Q W H W ( W I QQ (ONW S I Z� I I I I X W I I I I I I I I I-. I I OFFICE I I CANOPY I I 4.S', 0 MAP REFERENCE: "Map of a Survey made for Aftab S. Bhatti," Made by VanDusen & Steves, Land Surveyors, 169 Haviland Road, Queensbury, N.Y., and Dated September 3, 2003. NOTES: 1) The boundary lines of the premises surrounding the Econo Lodge motel buildings shown hereon are as shown on the referenced 9/3/2003 survey map by VanDusen & Steves. 2) The sole purpose of this survey map is to show recent construction and the relationship of the most easterly motel building to the parcel lines. 4v• o*1 STORM DRAIN ® GRATE METAL LIGHT POST I CONCRETE WALK 0 ATOP CONCRETE BASE MANHOLE * COVER Q Q Edward D. & Helen Butz (349/249) U- 0 M 0 W LU — 0 Lot 5 Vi Lot 4 Lot 3 Lot 2 N/F Richard Danahy, Sr. (1263/41) N/F Victoria & Michael Molisani (1381 /150) w O N/F Helen Rymkewicz (924/308) Q STORMORAI® GRATE . N/F Paul R. and Heather Nichols _ 3 (1032/296) I 0 Z z Z Uj 0 U Z m ASPHALT I ¢ W Z 0 w Z } Lot 1 U w � Z w U U Z O o $ CA CV 0 W t- v CONDUIT Z AIR CONDITIONING UNITS FRAME 33•7, -- - - - ENTRANCES U PANEL -` MANHOLE BOX *COVER I J ELECTRIC METER I Z LIGHT POST W *NCRETE BASE 0 I W STORM DRAIN Z GRATE a F it -o---- w Uj PIER R ZU U CANOPY I ���� I 30-INCH DIAM. MAPLE TREE I CONC. CONC. PIER SOUTHEAST CORNER OF WALKjo IS 0.2 FEET NORTH OF BOUNDARY = - - - - - STORM DRAIN .7 GRATE 2 CONCRETE -LINED CHANNEL 71-11. • • IRON PIPE I 9 �� I CONCRETE WALK , Ile DO - FOUND A/- 0.5 - 09 '- ZG "- W N/F Dennis Jackson (1122/71) POLE NM8, NYT 8 WITH MULTIPLE RISERS (TO "OLD AVIATION ROAD" AND "GREENWAY NORTH RD." »»») A. LIGHT BE O ONCRE E) LAWN CURB STOP* _ co4 MAP �w 'q4/r OF A SURVEY SHOWING THE LOCATION OF RECENT CONSTRUCTION ON LANDS OF *11100011111, HYDRANT Aftab S. Bhatti KNOWN AS THE "Econo Lodge" SITUATED IN Town of Queensbury , Warren County New York Scale: 1" = 20' October 23, 2004 Survey and Map by CHARLES T. NACY / License Land Surfeyor 32 John Street Queensbury, NY 12804 Only copies made from the original ofthis Unauthorized alteration or addition to a survey survey map which are marked with an original of the land surveyor's embossed map bearing a licensed land surveyor's seal is a violation of Section 7209, subdivision 2, of the seal and bearing the surveyor's original signature in red ink shall abe considered New York State Education Law. valid and true copies. SANITARY* MANHOLE COVER MAUna..- . - - LOCATION PLAN SCALE: N.T.S. REMOVE EXISTING CAR PORT & COLUMNS WHEN NEW MOTEL CONSTRUCTION COMPLETE ®2 PARKING SPAGES ® REMOVE EXISTING PAVING; SEE DRAWING C4 FOR FILL--,, AND LANDSCAPING REPLACEMENT 44 ISLAND TO HAVE 16 12-0 BEVELED CURBS D1 195' RADIUS ®STRIPED AND PAINTED "NO PARKING" PLANTER TO BE REMOVED EXISTING SANITARY SEWER (TAKEN FROM TOWN OF— QUEENSBURY RECORD DRAWINGS) REMOVE EXISTING DRIVEWAY; LEGEND: 12'-0'/-- J.- GENERAL NOTES: G-1) SUR`IEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 AG-2) EXISTING SEWER LATERAL FROM HOUSE TO BE REUSED (PREFERRED). IF PROPER SLOPE (1% MIN.) CANNOT M ACHIE'/ED WITH EXISTING LATERAL INSTALL NEW 6" HDPE LATERAL TO SEWER MAIN. CONTACT TOWN OF 8E QUEENSBURY SEWER DEPARTMENT IF EXISTING LATERAL CANNOT BE USED. APPROX. LOCATION OF EXISTING LATERAL SHOWN. G-3) EXISTING TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. G-4) EXISTING. WATER MAIN LOCATION TO BE VERIFIED DURING TIME OF CONSTRUCTION. I HC—/NT — HIGHWAY COMMERCIAL INTENSIVE --SFR-10 I SINGLE FAMILY RESIDENTIAL r LANDS N/F OF I' I I � GARDEN WORLD AssocrATas, LLC ' 1 I LANDS N/F OF 11 HARRY & UWE ' j I TROELSTRA 1 I w ou 1 a, ECONO LODGE MOTEL 1 1 LANDS N/F OF HAZQ. HURNS 11 I ® 0 ® 1101 PIRINI I EXIS ING SIGN -(TO REMAIN)^ FILL, SEED & MULCH 9 — -? _ NOTE: 2 SEWER LATERAL / _ 1 I 1`�l IT LOT #lam C1 PROP LOCATION 1� 1� ' LANDS N/F OF a I JAMBS do RUTH HRrff t Lots # 1, #2 & #3 To Be Joined ' `WIDE —SIDEWALK TRANSFORMER; GRIKIWAY DRIVE 24'"(MIN(n TO BE RELOCATED CONOR�TE DUMPSTER \ — — — — D PAD; TO BE RELOCATED PROP ED�T�-L \ � �, FMIt�` Z _ -ESL- H SIDEWALK BU � 3 W IDEWA INGL 30'- BUFFER C1 tAlKlf G S11 Li I L I -MA ION -QF RELOCATED y� -1p� — TRANSFORMEk \ I -95.- —LOT #2 — -' /EXJSTI ��T # 190U 1�0 �� �G B� M. VE'q � � \I \�r� �DUMPSTER�' 1' 3 / / \ 50: B MW,, ZONING BORDER LINE; SHOWN OFFSET OF PROPERTY LINE FOR CLARITY I I EXISTING / BY OTHERS: NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: '— PROPERTY LINE SETBACK: — MINOR CONTOUR LINE: — — MAJOR CONTOUR LINE: — NEW CONTOUR LINE: 0 CLEARING LIMITS: .^���^�—���••���-���..�^%b SILT FENCE / EROSION CONTROL: TRAFFIC FLOW PATTERN: DRAINAGE PATTERN: SPOT ELEVATION TAG: +100 DRAWING DETAIL REFERENCE TAG: NOTE: S- D1 SEE DRAWING # FOR DETAIL DETAIL aSEEDETAIL REFERENCE TAG: DRAWING #FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER D1 SEE DRAWING FOR SECTION --90 I I I 9 I °4 4 1 1}\45 4I S I40 5 4e LANDS N/F OF I LANDS N/F OF 1 I G I 4S #4 DEN= JACKSON PAUL MCHOLS I I I I i SITE PLAN ADDED AWOINERS SCALE: SEE GRAPHIC SCALE MOVED 1 PARKING SPACE FROM WEST OF PROPOSED BUILDING TO NORTH OF PROPOSED BUILDING GRAPHIC SCALE Parking Requirements: 40 0 20 40 80 160 Required Proposed (W MT) Motel (proposed) SCAM 1" 40' 7 3 7 Motel (existing) 3 Total Parking Spaces 48 48 ................................................................................................. 8 5.......................................................... 85 VARIANCES GRANTED BY THE VARIANCE PROPOSED MOTEL: 1. BUILDING TO FRONT PROPERTY LINE 2. FLOOR AREA RATIO (FAR)* REQUIRED 50 ft .30 PROPOSED 6 ftf 0.35 Site and Zoning Requirements: Zone: HC-INT Highway Commercial Intensive Zone Floor Area Ratio: .30 Required Proposed Building Setbacks** .F.rant........................................................................ 5Q..ft.................................................. .. 6f....ft.............. .... Side (total 50 ft.)* 20 ft .......................................................... 50 ft ......................................................................... .Back...........25...ft ....................................................320f...ft............ Minimum.... Lot. Size* ................................................ ..... Acre ............. ..................................... 2...2f.... cres.... Minimum.... Lot .... idth................................................ 1.50....ft.................................................. 51A.... t........... . Minimum... Lot... Depth.............................................2.00 ... ft................................................ . 41.9f...ft............ Maximum...Buildin.9....Height...............................40...ft.....................................................<...40.... t........... . Minimum Percent Permeable ......................30% ....................................... SEE... CALCULATIONS ... BELOW...... Floor Ratio (FAR)* ...............Area..................................................................................................................... 30 ...............3.5 Parking Spaces (see below)® * Lot #1, lot #2 and Lot #3 to be joined. lot #1 - .98f acre Ict #2 - .83t acre !c � #3 - .39f acre .98 acre + .83f acre + .39t acre = 2.20t combined ** A fifty foot buffer is required between adjoining residential and highway commercial zones. *** Lot #3 recently rezoned to SFR-10 Single Family Residential, lot is being proposed for buffer only but has been added to area calculation for permeable area and floor area ratio. PERCENT PERMEABLE (all phases): (percent permeable = total site - total impermeable / total site) IMPERMEABLE: MOTELS PRQPOSEI?.... (NEW.... BUI.L.D..I.NQ.)...............8,093.......... ... �...... EXISTIN.G................................................................8,620....SQ.... FT...... 30T.AL.......................................................... 1.6,796... SQ.... �...... 'VED AREAS (INCLUDING DRIVEWAY, WALKWAYS, CONCRETE PADS) " PROPOSED .... (ADDITI.ONAL)........................%. 42....SQ. ...FT...... .EXISTIN.G.............................................................25,174...SQ ...FT...... TOTAL..................................... -- ........... I ..... 35,01..... SCi.....FT. TOTAL IMPERVIOUS 51.729 SQ. FT. TOTAL AREA 95,927 SO. FT. PERMEABLE AREA 95,927 SQ. FT. - 51,729 SQ. FT. = 44,198 SQ. FT. 44,198 SQ. FT. / 95,927 SQ. FT. = 0.46 x 100 = 46% 06125/03 ® REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 015/31/03 ® REVISED PER FIRE MARSHAL.LS COMMENTS TSM TV15/03 ® REVISED PER TOWN COMMENTS TSM 00,17/03 ® SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16= ® RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 AA SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY s,.� � i%s F�",� SITE PLAN wl PROPOSED MOTEL EXPANSION AFTAB BHATTI PROPERTY EJJ (SAM) AVIATION ROAD QUEENSBURY, NEW YORK JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 'A. THO AS JARRETT P # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2001 GLENS FALLS, N.Y. FAX: (518) 796-1864 BLues slfa LBECO SIDIS ERED�e FEBRUARY 2003 PRO# 01-77 SHEET: 1 OF 10 ANDVAUD ALT--M-ION OF THIS DOCUMENTEXCEPT EW A LICENSED ENGINEER 0 UNLAWFUL i 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED / REVISED:0&WO3 9:30AM 0L/ LANDS APPROPRIATED BY NEW YORK STATE CUT OFF WALL PACK GHT FIXTURE (SEE LIGHTING FIXTU FODULE, j ' 1 � Ou _ I ou MED ME, FI UR PE B T q 11 ' C) 70,0 2� CEIL4bIG MODUNTED/LIGW,T FIXTUR ® (SEE LIGHTING F1Xt1lRE S HEDULE, '^/FKrUUn-- YP=C")-__ A___ / ®CLEARING LIMIT \ \ OFFICE ST PROPC.L 37 ROOM MOTELS ILDING F.F ELEVI = 101.75 \ \ EXISTING 14 —18 DRR_ / XISTING\'RRUSH LINI�7\ DECIDUOUS TREE EXIS NG 1'8"-20" DBH / EX TIN 20"-2 " DBH \ I DECID US TREE % DE IDUOUS1TREE EXIST G 12\ 14" H \ \ 1O DECIDUO T�E \ \ \ EXISTING 6=- a DBH EVERGREEN THE \ \ EXISTING 6"-8" DBH 90 EVERGREEN TREE I Ill CONCRETE WALK EXISTING MOTEL (ECONO LODGE) STAIRS ASPHALT PARKING PARKING AREA LIGHT (SEE LIGHTING FIXTURE SCHEDULE, 15 .,T, ". "_ n„i MOUNTED D3 PLACES) AREA PARKING AREA LIGHT \ \ _(SEE LIGHTING FIXTURE SCHEDULE, / FIXTURE TYPE "A": WALL MOUNTED I11J`t '--EiCIcrT-IWG (` R CT ECIDUous EF` (- DEC REES VINE (TTZ&E D) �. / DECIDUOUS TREE GROUP OF (3) ®4"-8" � DBH--DEQUOUS TREES I (7) EVERGREEN TREES ON I EAST SIDE OF NEIGHBORS FENCE; 6"-10" DBH I LIGHTING FIXTURE SCHEDULE Symbol Fixture Qty Watts Description Lamp I Manufacturer & Type Catalog Number A 8 451 ARM MOUNTED CUTOFF FIXTURE WITH FLAT LENS ONE 400WATT CLEAR OT_28 PRESSURE SODIUM, LITHONIA "AERIS" A5�-400S—SR4SC HORIZONTAL POSITION. B 2 142 WALL PACK W/ SPECULAR ONE 100 WATT CLEAR LITHONIA "TWAC" REFLECTOR, CLEAR ED-17 HIGH PRESSURE TWAC 100S POLYCARBONATE LENS SODIUM. HORIZONTAL POSITION SQUARE FORMED ONE 150 WATT CLEAR SPAULDING "SOFFITIER" ALUMINUM HOUSING, ED-17 HIGH C 1 75 PRISMATIC FLAT GLASS PRESSURESODIUM, ST—S75—VL LENS VERTICAL POSITION. ALUMINUM REFLECTOR, ONE 175 WATT CLEAR ACRYLIC REFRACTOR BT-28 M RCURY REGENT O D 5 175 SOCKET POSITION VAPOR, R11CAL NH1204M EXISTING ( ) FIXED BASE DO N POSITION Ana LIGHTING PLAN SCALE: SEE GRAPHIC SCALE IPF ou ko DRAWING NOTES: C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 C2-2) EXISTING TREE LOCATIONS PER JARRETT-MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. C2-3) ONLY TREES MARKED WITH AN "X" ON THESE DRAWINGS SHALL BE REMOVED. ALL OTHER TREES TO REMAIN (REPLACE IN KIND IF DISTURBED). C2-4) EXISTING TREE LINE TO BE TRIMMED AND REPLANTED PER DRAWING C4 "LANDSCAPING PLAN" con �---- — Y I J ' 3 La.l o: U O v o EXISTING MERCURY VAPOR LIGHT; TO REMAIN (SEE LIGHTING FIXTURE SCHEDULE, FIXTURE TYPE "D") — — IP R-h9T -WALES BRUSH LINE WITH 20+ \ \ I _ --QECIDUOUS TREES; 4" DBH OR LARGE BRUSH LINE. \15�0 \ /�\ NOTE: C2-4 DECIDUOUS TREES 3\ C2 EVERGREEN TREES; 4" 0 G DBH 100 I�ISTING 2"-4" DBH \ DECIDUOUS TREE \ \ BRUSH LINE EXISTING DECIDUOUS TREE MEW i. — — — o BRUSH--uNE WITH 20+ \ DECIDUOUS'TRE4" DBH OR LARGER \ — MINE ME, =MOD dow mm I S GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCAIE: I" = 20' REVISED PER TOWN COMMENTS E /31/03 REVISED PER FIRE MARSHALLS COMMENTS TSM /15I03 A REVISED PER TOWN COMMENTS TSM 03/17/03 A SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16,/02 ® RESUBMITTED FOR ZONING BOARD REVIEW TSM 05/29/02 & SUBMITTED FOR ZONING BOARD REVIEW TSM DATE REV # ISSUED / REVISIONS BY RA LIGHT FIXTURE/TREE REMOVAL PLAN C2 PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD \e N0. 5017 QUEENSBURY, NEW YORK H. TH91MM JARRETT E. # 57509 COPYRIGHT 0 2002 ONLY COPE$OFTENSORA NN[iWfIHA BLUE SEAL814ALLBEOONSDEIMTRUE ANDVALD TSM ENOF ENDO SY A LICENSED a 16 i�w� JARRETT — MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N.Y. FAX: (518) 798-1864 FEBRUARY 2003 PRO# 01-77 SHEET: 2 OF 10 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED I REVISED:OW25/03 9:30AM Ypvnv,.•, .-- OV LANDS APPROPRIATED BY NEW YORK STATE '. 0 to 'b. 0 'b. 0 'b.0 "0. 0 #W wo DRAWING NOTES: IC3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. I SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 j` "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" `�------- - - - DATED APRIL 24, 2000 - "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 0• '0.0 '0.0 '0,0 '0.0 '0.0 'b.0 'b.0 .0 10.0 '0.0 '0.0 '0.0 .0 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 'b.o 'b.o 'b.o 'b.o 'b.o .8u 'b.o 'b.o .o EXISTING MOTEL (ECONO LODGE) '0.0 I'b. UNIFORMITY RATIO: 3 .1 .3 E " 1. 5 -1. 3 "D.7 '0.0 0 T yo AVERAGE FOOTCANDLE ON PARKING AREA = 6.7 q 0 'S2 ) 4 .8 .6 .6 'b.7 .9 ).3 X4. AIRS 0 .5 . ' 8 '0.0 4.0 MINIMUM FOOTCANDLE ON PARKING AREA = 1.7* UNIFORMITY RATIO = 6.7 / 1.7 = 3.9 .0 X3 8.1 4.8 Y*2.9 X3.3 X3. .8 .1 Nb I.1 ).4 '2. 4 9 16.7 .0 8 '2.7 "2. 6 '0.0 I .0 b0 � V1 .2' .4 .6 X4.3 X3.7 '52.5 X3.0 'SZ 7 X1.7 '�. S 'S2.8 .1 X7.7 19.2 19.6 X7.4 '5.9 X4.3 X4. x� .7 .0 '�j, _ _ _ * MINIMUM FOOTCANDLE TAKEN OVER ACTUAL NEW PARKING SPACES: ENTRANCE WAY SOUTH ' VA _ _ OF NEW PARKING SPACES (NEAR EXISTING SIGN) PLUS NORTHEASTERN MOST PARKING SPACE D dO---(ADJACENT TO DUMPSTER) AND EXISTING PARKING ADJACENT TO EXISTING MOTEL, EXCLUDED. A .6 t.7 t, X3.7 X3.0 X2.6 .5 'S2.9 X3.,0 X . 8 X3.1 '52.8 .9 X7.1 ) 3.1 X13.0 5.0 Xi 4.5 '3.9 4.9 X4.6 4.4 .7 .0 '�. .0 ILLUMINATION IN THESE AREAS IS BELOW 1.7. �+ 'b.1 'b. XI 0.1 )1. '8.5 4. X3. X3 2 .1 > 3.3 4.9 16.6 ) 0. ) 0. .1 'S2. .8 "7.4 -� 3 14.6 '7.3 4.8 "3.5 "3 .8 .0 V .0 1 x I '�. '�. 1 XI 5. '�. X4. " 0 " .2 .8 '8.0 ) 3. ) 4. 's2. x4 5 '6.7 .9 X7.5 X4.5 X3.1 's2. 3 .5 'b.0 '� 0 I'b.0 v Vo D 5 FOOTCANDLE 10/1 'b.� ' .2 '� 4.9 '� 4.7 18.8 .0 X4. d . x .9 .6 '9.0 ) 3. XI 5. 4. "2 7 X4. (�,q'6.3 .5 0. V V.8 %9 X4.2 X3.1 'S2. .5 '0.0 'b 0 •0 ' 2.5 FOOTCANDLE '8.4 19.4 ) 4. )1. Q"4. 'S2 3 'S2 6 X3.3 X3.9 4. 4.9 .9 X3.3 '52.8 X2.6 ¢ 'b.0 .1 'b. 4.8 '5. .9 .2 .7 c� y 2 FOOTCANDLE P 5 CAN DLEFOOT 10, .0 4.3 X3.6 .2 X7.8 t.5 18.8 '�3.2 19.2 X7.3 X7. X3.4 'S2.1 .3 '52.8 "3.X3.4 '52.8 X3. .0 .0 I'b. 1 FOOTCANDLE D 2.5 CANDLEFOOT GP d p 0.5 FOOTCANDLE 2 CANDLEF09 5 x3 '3 0. .8 .2 .6 '� 1.3 '� 5.8 '� 4.2 '� 3.7 X7.0 X3.7 X3.5 '52.6 X3.6 .3 '�.1 '8. 15.7 '55.4 X .7 X3.5 'tj, /T 0.25 FOOTCANDLE 1 CANDLEFOOT � .3v .8 " .4 X7.3 ) 3.4 XI .2 )1.8 )1.3 '6.5 4.9 '2.8 .8 'b.1 .1 .6 .0 '7O`b.O�. In 'yO.tT""�T.v =�. ' ' .a.. '�].0�.0 X0 0 '0.0 '0.0 X0.0 0.5 CANQ&OOT �� 4 F 0.25 sANDLEFOOT 1 V .8 .8 X8.1 ) 5.8 ) 5.4 )1.6 "7.8 �'. 'SI . 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O 'b. . 0 "'b. o ' - 0 -"b. a- to 1-er x.Q.o _'b-n lh-n !?.o xb. o 'o. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o 'b. o o 'b. o 'b. o 'b. o 'b. 0 'b. 0 'b. o 'b. o .0 'b. 0 '.o bo '.o o '.o .o '.o '.o -fobo bo bo bo bo bo bo 'b.o 'b.b'0.0 'b.o 'b.o 'b.o 'b.o 'b.o .o .o .o 'b"b .Tr ire 4.e- I I 'b. o 'b. o 'b. o 'b. o 'b. o 0 'b. 0 'b. 0 '0.0- 'b. 0 'b. 0 'b. 0 I I LIGHTING LEGEND Symbol Fixture Oty Proposed vs New Type A 8 PROPOSED Q B 2 PROPOSED PROPOSED C 1 EXISTING O D 5 ILLUMINATION LOCATION AND INTESITY (FOOTCANDLE) X 0.2 LIGHTING PLAN SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) SCALE: 1" = 20' LANDS APPROPRIATED BY NEW YORK STATE REMOVE EXISTING PAVING FILL, SEED, MULCH 4 ti 700 4—SH I I STAIR INST LL BEVELED CURB® \ ARID ND ISLAND INSTALL CURB AROUND I -{� PLANTING ISLAND \ \ �2— SJ 1 4ST I I I CONCRETE WALK ASPHALT '1-=9�1 I I ITT PARKING EXISTING MOTEL (ECONO LODGE) STAIRS AREA I X-MI _' IPF OU E0 all Cor i ►�L� . 2-CH FFAA . �, t �•� IF, • • - it +�t�WAWA W'S ps BUFFER AREA — Exis . - . BRUSH TO BE STUMPS AREX—TOI SEEDED EXISTING TREES TO . _ .. Sri` "� • — �► A �RIM !, 1 L� , >� � �j �v✓, '►�`.' �� � � �:►� ��� � -,���, 11. - a• • • • • '►i) .<�!;'► �r,�rr ► Mil �•!r'�• - 1 CP PYRUS CALLERYANA REDSPIRE REDSPIRE CALLERY PEAR 4 3 — 3.5 in CAL B & B SD MALUS SNOW DRIFT SNOW DRIFT CRABAPPLE 3 2 — 2.5" CAL B & B PO QUERCUS PALUSTRIS PIN OAK 8 3 — 3.5 in CAL B & B SP PICEA ABIES NORWAY SPRUCE 21 10' HT min. B & B SM ACER SACCHARUM SUGAR MAPLE 2 3 — 3.5 in CAL B & B SHRUBS SB AMELANCHIER CANADENSIS SHADBLOW SERVICEBERRY 10 4 — 5' HT B & B HV VIBURNUM TRILOBUM "HAHS" "HAHS" VIBURNUM 23 2' — 3' HT B & B CH TSUGA CANADENSIS CANADIAN HEMLOCK 5 3 — 4' HT 8 & B SH ILEX GLABRA "SHAMROCK" COMPACT "SHAMROCK" INKBERRY 3 24 — 30 In B & B DL SYRINGA MEYERI DWARF KOREAN LILAC 28 30 — 36 in B & B WE EUONYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 2 30 — 36" B & B PB BERBERIS THUN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 0 3 gal CONTAINER GROWN Si SPIREA JAPONICA "LITTLE PRINCESS" "LITTLE PRINCESS" SPIREA 12 3 gal CONTAINER GROWN DRAWING NOTES: C2-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND SURVEYORS LLC. SURVEYS ENTITLED: "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 C2-2) EXISTING TREE LOCATIONS PER JARRETT—MARTIN ENGINEERS, PLLC FIELD MEASUREMENTS. C3-3) SEE DRAWING D2 FOR PLANTING DETAILS PLANTING NOTES: 1) THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN LAWN AREAS AND 9" TOPSOIL IN SEASONAL PLANT BEDS AND FINE GRADE. 2) AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX, OR APPROVED MIX, AT A RATE OF 5LBS PER 1000 SF., STARTER FERTILIZER (5-10-5) AT 40 LBS. PER 1000 SF AND MULCHED WITH STRAW OR HYDROSEEDED. 3) AREAS INDICATED AS NATURAL AREAS SHALL BE SEEDED WITH 5 LB PERENNIAL RYEGRASS, 0.5 LB WHITE CLOVER AND 0.5 LB BIRDSF00T TREFOIL, AT A RATE PER 1000 SF. APPLY STARTER FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHED WITH STRAW OR EROSION CONTROL BLANKET AS INDICATED. 4) PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE, 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 LB PER 20 SF. 5) MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. 6) MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK, FREE OF WOOD CHIPS, LEAVES OR OTHER UNACCEPTABLE MATERIAL. BUFFER AREA - EXISTING TREE TO REMAAIII , BRQSH TO BE \ REMOVED AND ST FLUSH; AREA TO BE NNI � S GRAPHIC SCALE 20 0 10 20 40 80 A ( M FEET ) SCALE. I" = 20' PERENNIALS ST HEMEROCALLIS STELLA D' ORO STELLA D' ORO DAYULY 24 1 GAL BS RUDBECKIA GOLDSTRUM BLACK EYE SUSAN 15 1 GAL SEASONAL: DENOTES SEASONAL BED TO BE PLANTED WITH ANNUALS AND/OR PERENNIALS AND TO BE CHANGED SEASONALLY. MAIIII -- 0u LANDS APPROPRIATED BY NEW YORK STATE EXISTING CATCH BASIN DRAWING NOTES: x C3-1) SURVEYS & MAP INFORMATION PROVIDED BY VAN DUSEN AND STEVES, LAND I SURVEYORS LLC. SURVEYS ENTITLED: ' "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED APRIL 16, 2000 �l I "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED APRIL 24, 2000 "MAP OF A SURVEY MADE FOR PETER LIAPES & KATHRYN PEASLEE" DATED AUGUST 8, 2001 "MAP OF A SURVEY MADE FOR AFTAB BHATTI" DATED AUGUST 8, 2001, REVISION 1 ou I —------- ION ou I -Guam — ' IPF ou EXISTING MOTEL (ECONO LODGE) OFFICE CONCRETE WALK STAIR 0� J RIM 99.91 BOTTOM 92.91 \ ' 8'0 DRYWELL (TYP.) ASSUME 8' DEPTH WHEN IIgS�TALLED 70ACTUAL MEASUREMENTS SHOWN ASPHALT ROTTO IM 0.07 94. 7 \RII 101.33 BO M 3.33 / \ � 1 NTRANCEWAY GR DING PROPOSED 37 RO / \ MOTEL BUILDING / \ F.F ELEV. = 101. STONE FILLED " PER J�QOT TRENCH; — PARKING " NON -PERFORATED HDPE PIP STAIRS AREA RIM 102.08 BOTTOM 95.26 RfM-T02.73 BOTTOM 94.73 I Z&7 6" PERFORATED PIPE -,-- EXTEND 15' (MIN.) INTO 1 .75 l \ /_ ERFO ATM HDPE PIPE \ ( WELL NEW GRADE / \ AROUND EXISTING TREE / \ 97 9 NYSDEC PHASE II STORMWATER WATER QUALITY VOLUME: WATER QUALITY VOLUME EQUATION WQv = PRvA/12 WQv : WATER QUALITY VOLUME P : 90% RAIN FALL EVENT NUMBER (.98 IN) Rv : 0.05 + 0.009 (1); Rv MIN. =0.2 (.53) A : SITE AREA IN ACRES (4.22 ACRES) I PERCENT IMPERVIOUS COVER (63.1%) WQv = (.98)(.53)(2.2 / 12) = 0.095 ACRE —FT. = 4,166 CU. FT. 4,166 CU. FT. OF RETENTION/ INFILTRATION REQUIRED PROVIDE 4,892 (MIN.) CU. FT. AS SHOWN ON DRAWING C5/D1 RYWELL (TYP 2-LACES); T�OF F M&_ELEV = 98. • GRADING / STORMWATER PLAN SCALE: SEE GRAPHIC SCALE SUBSURFACE INVESTIGATION: IE5—T Eli li 0 - 8" DARK BROWN SANDY TOPSOIL 8 - 36" LIGHT BROWN FINE TO COARSE SAND, TRACE SILTS & COBBLES 36" BOTTOM OF HOLE (HAND DUG) NO MOTTLING OR HIGH GROUNDWATER NOTED Y Q 3 w 0 U. \ / " P IPGRATED'HDPE OUTLET �o I I I 0 I II I _ � IP \4" PERFORATED "TRICKLE \� \ PIPE.!,IRRIGATION TRENCH; 9 TRENCH-6-BE;ARPED AROUND D2 EXISTING & NEW TREES- (QM' 1_ OF TRENCH MIN.) \ 97. 1--- 16 36" CORR. 3'd•MP 1 PIPE \ \ \ � 97 \ ® o0 SEDIMENT BARRIER 95.25 6 � some —.......... GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) SCALE: 1" = 20' POST SIGN PARKING STOP SPACES FACING EAST INTERNATIONAL SYMBOL OF ACCESSIBILITY 4" (TYP.) BLUE BACKGROUND W/ WHITE SYMBOL s'-o'f 8,_off STANDARD PARKING SPACE 0 4" WIDE DIAGONAL STRIPING; 2' O.C. & 39 TO CURB (TYP.) 8'-0" W-O" TYPICAL PARKING SPACE DETAIL SCALE: N.T.S. EDGE OF NEW PARKING AREA ASPHALT DRIVEWAY I NOTE: ALL MARKING PAINT TO BE WHITE 20'-0" SIDEWALK DETAIL COURSE; 'EM 304.05 TYPE 4 COMPACTED TO 95% STANDARD PROCTOR TYPICAL CURB DETAIL W/ SIDEWALK SCALE: N.T.S. �y Ea S4 A� Q� 101.4 / uj 101.4 �o 0 101.5N1V1.5 10 101.5 Li ----1 9 17 01.75 6'-0" IIEiE11YEp 12"x18" M.U.T.C.D. Pmia O STEEL CHANNEL T7 COLOR — BLACK 1'-0" POST SIGN DETAIL SCALE: N.T.S. NOTE: EMBED POSTS 3' INTO A 12" Ox4' DEEP FOOTING ..00TPRINT OF PROPOSED CAR PORT \ \ -CURB UNDER CAR PORT \ ,9 101 PROPOSED MOTEL BUILDING F.F. = 101.75 BUILDING ENTRANCE DETAIL SCALE: 1" = 5' tz 0- o *w SIDEWALKI Z TOOI M cr•npc . If11AIT 1X" COMPACTED TOP NYSDOT ITEM 403.16 TYPE 6 2" COMPACTED BINDER NYSDOT ITEM 403.13 TYPE 3 SUBBASE COURSE; NYSDOT ITEM 304.05 %TYPE 4 COMPACTED TO / 959 STANDARD PROCTOR EXISTING SUBGRADE TYPICAL DRIVEWAY / PARKING DETAIL SCALE: N.T.S. EXPANSION JOINT 3" PLAN Y4-- KAUIUs (MIN.) EXPANSION JOINT; TOOLED SCORE JOINT" SAW CUT, BITUMINOUS Y4 R. h" DEEP EXPANSION JOINTFILLER W/ SEALANT, TOOL BOTH EDGES 6"x6"xW1.4xW1.4 REINFORCING MESH 4,000 psi CONCRETE 0 MID DEPTH 5" SUBBASE COURSE; NYSDOT ITEM 304.05 TYPE 4 COMPACT TO 95% STANDARD _ PROCTOR 1'—Off (MIN.) ASPHALT DRIVEWAY "EXISTING SUBGRADE SECTION TYPICAL SIDEWALK DETAIL SCALE: N.T.S. 41 _.ff DRAWING NOTES: D1-1) 6" (MIN.) THICK TOP SLAB IN NON —TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. D1-2) INSERT GEOTEXTILE UNDER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER AND GRAVITY SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE w LEAKAGE TESTED BY INFILTRATION / EFLLTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. w� N U P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH I Z POINTS) cn3 iE c P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF > OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. MISCELLANEOUS: M-1) ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. ENTRANCE ISLAND TO BE PAINTED WITH A" MA/?A\IAI CTDIDCC Tf1 InmICATE COMPACTED TO 95% STANDARD PROCTOR 1 BEVELED CURB DETAIL SCALE: N.T.S. 06/25/03 ZF REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 © REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 A ISSUED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM 05/29/02 AA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY liAWIN REIN GENERAL CIVIL DETAILS PROPOSED MOTEL EXPANSION AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD WUEENSRURY, NEW YORK JARRET T_ - MARTIN ENGINEERS, PLLC H. THO S JARRETT PROFESSIONAL ENGINEERING P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIESOF 1HSDRAWINOWIIHA BLUE SEAL SHALL BECON9aEAFDTRUE FEBRUARY 2003 PRO # 01-77 SHEET: 6 OF 10 ANDVAW 6YALICEN EDENIS ENGINEERS WRL 177112101 Bhatti Hotel Site Plan Desi n.dW PLOTTED / REVISED:0%WO3 9:30AM BY A LICENSED ENOINEFA IS UNLAWFU.. 9 9 CAP OR PLUG (SHOWN OVERSIZE FOR CILAR ....,/. GEOTEX FOR 1 /8"/FT (MIN. AS REQ'D (TYP.) �\�/�\/\ SANITARY SEWER MA GRADE (FINISHED / EXISTING) BEND AS REQ'D ,-SADDLE OR WYE AS REQ'D /�/o\ BEDDING PER TRENCH DETAIL SANITARY SERWER TIE IN DETAIL SCALE: N.T.S. HDPE PIPE TRICKLE PIPE / TRENCH DETAIL SCALE: N.T.S. 5' MIN. WATER MAIN ROADWAY Y2" CRUSHED 1' MAX FROM CURB PROPERTY LINE 6' MIN. -Y4" COPPER TUBING (TYP. K) (OR SIZED AS REQ'D) SIDEWALK " D1 FINISHED GRADE SLOPE GRADE TOWARD GRATE SLAB NOTE: D1-1 (N1__ 30 D1 49000 STANDARI SECTION 8'—O„ 12'-0" (MIN.) HEAVY DUTY CAST IRON FRAME & GRATE (RISER(S) AS NEEDED) NU I L: GEOTEXTILE FABRIC D1 GEOTEXTILE FABRIC FOR SEPARATION - 2'f (TYP.) PERFORATED OVERFLOW PIPE AS SPECIFIED CLEAN (WASHED) UNIFORM SIZE COBBLES (PREFERRED), CRUSHED STONE OR GRAVEL FORT MILLER DRYWELL OR EQUIVALENT R TYPICAL STORMWATER DRYWELL DETAIL ( --0% SLOPE I SCALE: N.T.S. 0 z 0 J_ 5 m 12" PEA STONEr7 (MIN.) GEOTEXTILE FABRIC EAVE TRENCH DETAIL ■ 0 I SCALE: N.T.S. FINISHED GRADE MUELLER CURB BOX OR APPROVED EQUAL CURB STOP MUELLER ORISEAL OR APPROVED EQUAL TEMP. CAP OR PLUG AS NECESSARY SIZE MIN. TYPE K •'� .; COPPER PIPE TO HOUSE SOLID CONCRETE BEARING BLOCK OR C.I. FOOT NOTE: WATER SERVICE FITTINGS TO MEET TOWN OF QUEENSBURY REQUIREMENTS. 1 1 WATER SERVICE DETAIL SCALE: N.T.S. GEOTEXTII FOR SI 0 z 0 J D m M'- 0 2 z F L 3'-0" CONCRETE SIDEWALK .,,,-PARKING AREA �-CLEAN CRUSHED STONE 6"0 PVC PIPE EAVE TRENCH DRAIN PIPE DETAIL SCALE: N.T.S. 4 92 1136 INCH SUMP DETAIL V II SCALE: N.T.S. DRAWING NOTES: D3-1) 6" (MIN.) THICK TOP SLAB IN NON —TRAFFIC AREAS, COVER DESIGNED FOR H-20 TRAFFIC LOADING FOR AREAS SUBJECT TO VEHICULAR TRAFFIC. D3-2) INSERT GEOTEXTILE UNDER GRATE DURING CONSTRUCTION (CONTINUE UNTIL PAVEMENT/VEGETATION IS ESTABLISHED) MONITOR GEOTEXTILE & CLEAN/REPLACE AS REQUIRED. SPECIFICATIONS: PIPING: P-1) ALL GRAVITY SEWER AND GRAVITY SEWER LATERALS SHALL BE PVC SDR 35, ASTM D3034 OR HDPE (POLYETHYLENE) SDR 17, ASTM D3350; INSTALL IN ACCORDANCE WITH ASTM D2321. ALL GRAVITY SEWER SHALL BE LEAKAGE TESTED BY INFILTRATION / EXFILTRATION TESTS OR AN ALTERNATIVE METHOD APPROVED BY ENGINEER. P-2) ALL PIPING TO BE INSTALLED AT CONTINUOUS GRADE BETWEEN STRUCTURES (I.E.: NO LOW POINTS OR HIGH POINTS) P-3) HDPE PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE AT DIRECTION OF OWNER / ENGINEER; RADIUS OF BEND TO BE AS DIRECTED BY THE MANUFACTURER. MISCELLANEOUS: M--1) ALL COMPONENTS OF THE EXISTING LEACHING SYSTEM CONNECTED TO BUILDING TO BE REMOVED SHALL BE REMOVED. 06/25/03 ® REVISED PER TOWN COMMENTS TSM 36" CORR PERFORATED 05/31/03 ® REVISED PER FIRE MARSHALLS COMMENTS TSM HDPE PIPE 05/15/03 A REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM, 05/29/02 QA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY GENERAL CIVIL DETAILS NEW � n2 1ED STONE PROPOSED MOTEL EXPANSION e� AFTAB "SAM" BHATTI PROPERTY i AVIATION ROAD QUEENSBURY, NEW YORK o'FE - - JARRETT - MARTIN ENGINEERS, PLLC H. TH MAS JARRETT PROFESSIONAL ENGINEERING .E. # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT 0 2003 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS ORAWINO WITH A SLUE SEALSHALLSECONSDERMWE FEBRUARY 2003 PRO# 01-77 SHEET: 7 OF 10 ANDVAW aLTU110N of W °E 1°iR°CEPT 177112101 Bhatti Hotel Site Plan Desi n dw PLOTTED / REVISED: 9:30AM SY A UCENBED ENGINEER IS UNLAWFu� 9 9 SPACING VARIES SEE PLANTING PLAN 14 I` E m SHRUB PLANTING DETAIL 12 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOT TO SCALE 2" FINE SHREDDED BARK MULCH PERENNIAL BED PREPARATION DETAIL SCALE: N.T.S. DECIDOUS TREE PLANTING DETAIL SCALE: N.T.S. 3" SOIL SAUCER AMENDED PLANTING SOIL; MIXTURE IN THE FOLLOWING RATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) NOTE: THIS DETAIL SHALL APPLY TO ALL GROUND COVER, PERENNIAL and ANNUAL BEDS. ER HOSE FRICTION GUARD WIRE a. CEDAR STAKES _ONG �REDDED BARK MULCH GH SAUCER AMENDED PLANTING SOIL; 4IXTURE IN THE FOLLOWING ,ATIOS BY VOLUME: 20 PARTS TOPSOIL 4 PARTS PEAT MOSS 2 PARTS PEAT HUMUS 1 PART FERTILIZER (10-6-4) 13 01muia»i�IIIy III"��110111111111112�vj EVERGREEN PLANTING DETAIL SCALE: N.T.S. 15 3" dia. CEDAR STAKES 8 ft LONG 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL LITHONIA "ARIES" MODEL AS2-40OS—SR4SC OR EQUIVALENT ROUND ALUMINUM POLE — COLOR BLACK; POLE DIA. BY STRUCTURAL ENGINEER BOLT BASE COVER ANCHOR BOLTS W/ LEVELING NUTS AS SUPPLIED BY MANUFACTURER ELECTRICAL CONDUIT (GALV STEEL) 90` BEND, 24" RADIUS CONCRETE FOUNDATION; DESIGN BY STRUCTURAL ENGINEER TYPICAL POLE MOUNTED LIGHT FIXTURE DETAIL SCALE: N.T.S. Landscape Details Prepared by: MILLER ASSOCIATES 169 Haviland Road LANDSCAPE ARCHITECTS Queensburv, New York 12804 06/25/03 OF REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 DE REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 Z REVISED PER TOWN COMMENTS TSM 03/17/03 © SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 © THIS DRAWING NOT SUBMITTED TSM 05/29/02 L THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY �F NE YV y LIGHTING / LADSCAPING DETAILS DRAWING: D3 PROPOSED MOTEL EXPANSION W ` AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD Mo. s7�o°� ,� � QUEENSBURY, NEW YORK H. THO S JARRETT P.E # 57509 YRIGHT © 2001 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE AND VALID ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL JARRETT - MARTIN ENGINEERS, PLLC PROFESSIONAL ENGINEERING 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 GLENS FALLS, N,Y, FAX: (518) 798-1864 FEBRUARY 2003 PRO # 01-77 SHEET: 8 OF 10 177112101 Bhatti Hotel Site Plan Design.dwg PLOTTED / REVISED: 06/25/03 9:30AM EXISTING GRADE NEW GRADE PARKING LOT & LANDSCAPED BUFFER SECTION (LOOKING NORTH Scale: 3/16" = 1'-0" L SOUTH BUILDING ELEVATION & LANDSCAPED BUFFER (LOOKING NORTH Scale: 3/16" = 1'-0" z Y Q CL LANDSCAED BERM TO W SHIELD PARKING AREA Z HEADLIGHTS 10' HT MIN. LANDSCAPED BUFFER — 50'-0" ob G 0 LANDSCAPED BUFFER — 50'-0" EXISTING TREES AND HEDGE ROW TO BE SAVED W Z J W 0 w CL w- GEOTEXTILE FABRIC SHEET FLOW DRAINAGE BUTT BALES TOGETHER, I.E.: NO GAP LAYOUT FOR SHEET FLOW DRAINAGE LAYOUT FOR SHALLOW CONCENTRATED FLOW GEOTEXTILE FABRIC WRAPPED AROUND HAY BALES, AS SHOWN ABOVE 4" MIN. 2" x 2" HARDWOOD STAKES OR RE —BARS wmffC_DRIVEN FLUSH WITH BALE; 2 STAKES PER BALE REQUIRED, ONE VERTICAL. ONE ANGLED 8" MIN. (TYP. OVERLAP FABRIC 0 STAKE BEDDING DETAIL NOTES: THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE OR SHALLOW CONCENTRATED FLOW ON DISTURBED SOILS, HAY BALE DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. HAY BALE DIKES MAY BE USED FOR TEMPORARY (180 DAYS MAXIMUM) EROSION CONTROL. SEDIMENT BARRIER - HAY BALE DIKE SCALE: N.T.S. TYPICAL TIE POINTS GEOTEXTILE FABRIC: FILTER X. MIRAFI 100x, STABLINKA T140N, OR EQUIVALENT; OVERLAP & TIE JOINTS 6" MINIMUM STEEL OR 2" x 2" HARDWOOD POSTS 24" MAX. (TYP.) (---5' MAXIMUM---� SECURELY FASTEN WIRE FENCE TO POSTS & FABRIC TO FENCE WOVEN WIRE FENCE (14.5 GAUGE` IN.; 6" MESH SFA91NG) FLOW LO1IN. 20" IMIN. MIN. I EMBED GEOTEXTILE FABRIC MIN. 8" INTO UNDISTURBED GROUND 16" MIN. NOTE: THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR SEMI —PERMANENT BASIS (1 YEAR MAXIMUM) FOR EROSION CONTROL. SEDIMENT BARRIER - SILT FENCE SCALE: N.T.S. EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. ES-2) NO LAND DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND SEDIMENTATION. ES-3) RESTORATION OF DISTURBED AREA SHALL BE COMPLETED WITHIN 7 DAYS OF COMPLETION OR TEMPORARY STOPPAGE OF WORK. TEMPORARY STOPPAGE OF WORK SHALL BE DEFINED AS 14 CALENDAR DAYS OR LONGER. ES-4) EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE RESTORATION IS COMPLETE AS DIRECTED BY THE OWNER. ES-5) ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT, INCLUDING IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE. CONSTRUCTION ACTIVITY SHALL NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. ES-6) DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT CONTROL SYSTEMS; CONTRACTOR TO DETERMINE "BEST MANAGEMENT PRACTICE(S)" AND SUBMIT TO ENGINEER FOR APPROVAL. EARTHWORK & TURF ESTABLISHMENT: ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. ET-2) TOPSOIL, SEED AND MULCH LEACH FIELD/BED AREA TO ESTABLISH GRASS GROWTH; CONTACT LOCAL SOIL CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. ET-3) SURFACE DRAINAGE SHALL BE DIVERTED AROUND LEACH FIELD/BED AREA BY CONSTRUCTING SHALLOW SWALE AROUND THE HIGH SIDE OF THE SYSTEM AND DAYLIGHTING THE DRAINAGE IN AN AREA DOWNSTREAM THAT WILL NOT AFFECT THE SYSTEM OR OTHER PERSONAL PROPERTY. ET-4) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY DURING WORK. WHERE POSSIBLE, ROUTE PIPING OUTSIDE OF ROOT ZONES OF MAJOR TREES AND AROUND OTHER FEATURES, AS PRACTICAL AND AS DIRECTED BY OWNER. ET-5) NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS DIRECTED BY OWNER. 06/25/03 FL \ REVISED PER TOWN COMMENTS (NO CHANGES THIS SHEET) TSM 05/31/03 © REVISED PER FIRE MARSHALLS COMMENTS TSM 05/15/03 ® REVICED PER TOWN COMMENTS TSM 03/17/03 ® SUBMITTED FOR PLANNING BOARD REVIEW TSM 09/16/02 ® THIS DRAWING NOT SUBMITTED TSM 05/29/02 AA THIS DRAWING NOT SUBMITTED TSM DATE REV # ISSUED / REVISIONS BY EROSION CONTROL DETAILS EC 1 PROPOSED MOTEL EXPANSION �4 AFTAB (SAM) BHATTI PROPERTY AVIATION ROAD _ 0. QUEENSBURY, NEW YORK - MARTIN ENGINEERS, PLLC JARRETT HO AS JARRETT PROFESSIONAL ENGINEERING P . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 )PYRIGHT 0 2001 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THISORAWINO WflH A BLUE SEAL SHALL BECOMEREDTRUE FEBRUARY 2003 PRO # 01-77 SHEET: 10 OF 10 ANDVALID ALTERAl ON OFENSW HIs DOCUMENTEXCEL. 177112101 Bhatti Hotel Site Plan Desi n dw PLOTTED / REVISED:06/25/03 9:30AM BY A LICENSED ENOINEEA IS uNtAw�L. 9 � 9