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2010-547 TOWN OF QUEENSBURY Firi^ 742 Bay Road, NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100547 Date Issued: Monday, June 20, 2011 This is to certify that work requested to be done as shown by Permit Number P20100547 has been completed. Location: 10 MONTRAY Rd Tax Map Number: 523400-296-017-0001-050-000-0000 Owner: R& T ANTIQUES PROPERTIES, LLC Applicant: R& T ANTIQUES This structure may be occupied as a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY / ( Issuance of this Certificate of Occupancy DOES NOT relieve the % ; f , t ! J property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. " TOWN OF QUEENSBURY FoN 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100547 Application Number. A20100547 Tax Map No: 523400-296-017-0001-050-000-0000 Permission is hereby granted to: CHARLES E. MOORE For property located at: 10 MONTRAY 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: CHARLES E. MOORE 26 OVERLOOK Dr New Commercial Building $450,000.00 QUEENSBURY,NY 12804-0000 Total Value $450,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-547 6000 sq ft new commercial building $900.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 22,2011 (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.) 0 � Dated at the T o eens 1' �f 4 o�ovember 22,2010 SIGNED BY Li-ki'v V for the Town of Queensbury. Director of Building&Code Enforcement r'iJG+(., c.(_ , F ..1.�U C.A.- ,,. , :. .� -, • ___7?*( r "� OFFICE USE ONLY - iie (lio of l ,. 'r TAX MAP . f 4/ PERMIT NO. r7` ,--,. 7 - jra _,,, \ --�. FEES: PERMIT �C." RECREATION ENGINEERING (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: OWNER: 124 -i AiTi U64S ADDRESS: ADDRESS: PHONE NOS. PHONE NOS. 71'2- (.p 04'0 CONTACT PERSON FOR BUILDING &CODES CgMPLLANCE: CLJ1 r-)Iti PHONE: 45 ,-�j j t c�. k ' \ r,, _ .i, ,!(,y LOCATION OF PROPERTY: ' '�' � - ~"" • ) ,.,", J1. '2604- HAS {HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL?/0,YES 0 NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR zz 0 � O �O G g o LL i PROJECT • cn 0 W W � �'- 0 � w Q X22 P c4Z < Q � d NLL 2 � OOH OI- � wZ ALL 0- 206 SINGLE FAMILY , TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE X ( kf,) RETAIL- 'C'6✓' i MERCANTILE ? ti}.,') ):;'" `` Q;-D FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL— NAME OF BUSINESS: s/ i(k) ESTIMATED CONSTRUCTION COST: - '' r . .� g:��_�• FUEL TYPE: LlI>(U� v� B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? iJO ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issua a of a certificate of occupancy. I have read and a ree to t e above. Signed C 71 Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: V I y .. BU DING & CODES AP"R«iVALn, ZONING APPROVAL 4 tr 1117T DATE QUESTIONS? CALL 761.8256 OR EMAIL codesAqueensbu ry.net Office Use Only .. VISIT OUR WEBSITE FOR MORE INFORMATIfl J Commercial Final Inspection Re• • Office No.: 518 761-8256 Date Ins re -wed: Queensbury Building&Code Enforcement Arrive: %a 0.11'71 Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In 4016 NAME: R ke, (�v 1"7PERMIT . i, --LOCATION: DATE: 1 - COMMENTS: Y � N NA Chimney/'B'Vent/Direct Vent Location f/ Plumbing Vent Through Roof 6'/Roof Complete V/ Exterior Finish/Grade Complete 6"in 10'or Equivalent ✓ Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" / Vestibules For Exit doors>3000 sq.ft. ,// Ail Doors 36 in.wlLever Handles/Panic Hardware,if required ti/� Exits At Grade Or Platform 36(w)x 44'(!)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18')Above Grade Floor Bathroom Watertight/Other Floors Okay ‘./7 Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Fumace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewans/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/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' �/ Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets J Handicapped Bath/Parking Lot Signage �/ Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 In.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded ✓ Site Plan/Variance required %-Final Survey, New Structure/Flood Plain certification,If req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler BuildingHccess An Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp.o(Permanent CO_) Okay To Issue C/C L:1Building&Codes FormssBuilding&Codesunspection FormsCCommercial Final Inspection Report.doc Revised January 7.2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins' ,' •n • = " •: Queensbury Building &Code Enforcement Arrive: ' C7f)•,1 Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia R T PER •. C' LOCATION: O .Ej V [XTP ck DA (c) ZD- 1 COMMENTS: Y� N NA Chimney/'B'Vent/Direct Vent Location I, Plumbing Vent Through Roof 6"/Roof Complete / Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Banisters 4 in. Spacing Platform/Decks I Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sg ft All Doors 36 in.wlLever Handles/Panic Hardware,if required I, Exits At Grade Or Platform 36(w)x 4411(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/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" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets ✓/ Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" ✓ Handicapped Ramp/Handrails Continuous/12 in.Beyond Roth / sides] V Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,If req. As-built Septic System Layout Required or On File y Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler b� TO C Building Access All Sides ?o'/Driveable Surface 20'wile Okay To Issue Temp. r Permanent CIO Okay To Issue C/C L:U3uilding&Codes Fonns Building&CodesUnspection FormslCommercial Final Inspection Report.doc Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 6- I^7-- NAME: R I , a 4D LOCATION: SATE Rale PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig rown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc :67.-12/56,i- Commercial Final Inspection R port ;Nce No.: (518) 1-8Date Inselion req _ Queensbury Building&Code Enforcement Arrive: L"�'�tOa ;41.1,_:,./,w,-_ Depart: toO alWgi 742 Bay Road, Quee_ re4i1tr /bury, NY 12804 Inspector's Initial: NAME: f /e-: PERM /6)-. c.--4/-7 LOCATION: '.' ., / 1 DATE. (' /7 i'// COMMENTS: Yv N NA 'B Chimney/ 'Vent/Direct Vent Location / Plumbing Vent Through Roof 6"I Roof Complete �// Exterior Finish 1 Grade Complete 6"in 10'or Equivalent y// Interior I Exterior Guardrails 42 in. Platform/Decks V/ Interior/Exterior Ballisters 4 in. Spacing Platform I Decks ` Stair Handrail 34 in.—38 in./Step Risers 7"1 Treads 11" Vestibules For Exit doors>3000 sq.ft. Ail Doors 36 in.wilever Handles i Panic Hardware, if required Exits At Grade Or Platform 36(w)x44'(0/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay y Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers I Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire I Dampers/Fire Doors T Ceiling Fire Stopping,3,000 sq.ft.Wood Frame / Attic Access 30"x 20"x 30"(h),Crawl Space Access 18'x 24" ,/ Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed / Handicapped Bathroom Grab Bars/Sinks/Toilets �// Handicapped Bath I Parking Lot Signage J Public Toilet Room Handicapped Accessible �/ Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond(Beth / sides] ,/ Active ListeningSystem and Signage Assembly Space Ial Final Electrical/Flex Gas Piping Bonded i . pZ ,p� E 1 Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if req. Ni------- —Tris « YE- AS-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' j a'i C-?A\G �v Water Fountain or Cooler '( ‘AZ)t- Building Access AN Sides by 20'/Driveable Surface 20'wide L1-2 Okay To Issue Temp. or Permanent C/O Okay To Issue C/C N1. -Z- CVA`L.CiN L:Building&Codes Forms Bui1ding&CodesUnspection Fams1Commercial Final Inspection Report.doc Revised January 7,2008 Inspection Form Town of Queensbury Fke Marshal O Periodic Inspection Date: g/Time:(2i 71 742 Bay Road,Queensbury NY 12804 o Re-Inspection h 518 761 8206/518 761 8205 "CO Inspection Permit#: r -.- 7 Fire Marshals Representative _MJ Palmer Business Name: �lfi �__. Location: 0i J. �'% )/GK Stillman Contact: —70 1 Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 .' NOTES Exit Enclosure FC 1020&FC1029 ....-- Exit Exit Discharge FC 1024&FC1029 1 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 f Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11 /' Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 .,/' Inspection of extinguisher FC 906 l' EVAC Plan FC 404.6 ..---- TRUSS TRUSS ID SIGNAGE FC 505.3 ./' EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 ./' Exterior FC 1006.3 Clearance to Electrical FC 605.3 / Electric Wiring Enclosed/Labeled FC 605.3.1 . . Combustibles in Equipment Rooms FC3152.3 F.D.Signage- FC 510 1 IDNo Smoking Signs FC 310.3 _/ Storage FC 315.2 - .. - r., ..L All s"' s' govz Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 ,/' CO detectors FC 610 ./ Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) ./ v ,/e- Fuel Pump Warning Signs FC2205.6 .i / Fuel Station Emer Procedures FC2204.3.5 / VaExtcant StoragBuildings FC 315.3311 / REINSPECTION DUE APPROXIMATEL] Vacant FC 311 � 21 DAYS Alf-Pr 04 m oil Slob ./ SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual 614 6 DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual ?-4A(414'NfS Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 ,t(vv,x 6,. Operating Permit, if required will be issued after Completion of Inspection C61*,rgi,,,,Z.vis- j I f � Framing / Firestopping Inspection %10,= • - Office No. (518)761-8256 Date 1req , _• .: Queensbury Building&Code Enforcement Arrive: a 2r = (VP"': . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: R41\64137% Q1�� - RMIT#: LOCATION: )11-1.- -1-F 'j\ SPECT ON: — TYPE OF STRUCTURE: Framing N COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers / gins Joist h Vt t��L (� SRL Joist hangers ( Jack Posta/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 8 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Wails Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge (8) 16D nalls each side Draft stopping 1,000 sq. ft.floor busses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wail Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Foens-OLdrBuilding&Codesllnspsdion Fom**Fnirang Fkestoppina Ikon Rspoctdoc Revised January 7,2008 p.2 FROM : FAX NO. :5585591 Jun. 15 2011 02:30PM P1 • • June 15,2011 19 Deer Run Lake George,NY 12845 518 668 5591 cdybas@vahoo.com Town of Queensbury Building Department 742 Bay Road Queensbury,NY 12804 Atm: Mr.David Hatin, Director • Re: R&T Antiques • 880 NYS Rt.9 • Queensbury,-NY Dear Mr.Hatin, On lune 13,2011, Tom Wessling and I completed a walk through of the entire building. The general construction and structure was completed per the construction documents, prepared under my seal and signature,dated 10/15/2010. • -Sincerely, CogRGCCD [ Curtis D.Dybas, JUN 15 2.011 TOBUILDINGUIu&CODES Y • Septic Inspection Re• • - Office No. (518)761-8256 Date Ins req Queensbury Building&Code Enforcement Arrive: ®Pp a ar/► -part: am/pm 742 Bay Rd., Queensbury, NY 12804 LL Inspector's Initials:�►i,� NAME: B41- At3�1©O E", PE/rr NO.: ,D LOCATION: I '" Cr ON: (o — -1 RECHECK: �� T��_ �� Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y`.N [provide extension collar if Yes] Y N Location/ Separations Foundation to tank ft. Foundation to absorptionft. Separation of Pits / ft. Conforms as per Plot Plan _N Engineer Report and As-Built Y_N ETU Maintenance Contract Y_N provided Location of System on Property: Front R-.r Left Side Right Side Middle Front Middle Rear em S . . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Repa#_03 29 10.doc s _..._ __,. __,_..._. 169 Haviland Road Queensbury,NY 12804 Hutchins Engineering Phone: 7 Fax:(518)745-0308 June 14, 2011 Mr. John O'Brien Town of Queensbury 742 Bay Road Queensbury, NY 12804 Re: Tom Wessling and Roger Brown/R&T Antiques 10 Montray Road,Tax Map#296.17-1-50 Dear Mr. O'Brien: As you are aware, this office prepared site design documents, including a wastewater system design, for the R&T Antiques project. We have provided periodic site inspections throughout the construction process. The wastewater system consists of a 1,250-gallon traffic-rated precast concrete septic tank and 144 feet of infiltrator equalizer 36 chambers installed in crushed stone. The septic tank has risers to grade on each end and is therefore locatable in the field. Based upon our periodic inspections, discussions with owner, and discussions with the installing contractor, it is my opinion that the system is installed in general conformance with the design plans prepared by our office. We trust this information is sufficient for your needs. Please contact me if you have any questions or if you require additional information. Best Regards, EllvEn lit. Gema Hutchins, P.E. SJUN 15 ?n1, Cc: Tom Wessling Tom Albrecht TOWNBUILDING Y &CODES Ruben Ellsworth G.Thomas Hutchins,P.E. Commercial Final Inspection - • • . a �� v` .tszi No.: (518) 761-8256 Date Inspection -� «- = •: Q bury Building&Code Enforcement Arrive: V' a'.a l j Depart: ZsZbams� 742 Bay Roa Queensbury, NY 12804 inspector's Initial, -�il�i NAME: r` 4 i PERMI 1)--- - / /=' /710_-•.;7f(e= -' ' 7: f _' DATE: ier, /,,� COMMENTS: Y/ N NA Chimney/'B'Vent/Direct Vent Location -- Wiir EA.- c__ Q—oo Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6'in 10'or Equivalent F.e_ - c.41.'3\. .. Interior/Exterior Guardrails 42 in. Platform/Decks ✓/ Interior I Exterior Bathsters 4 in. Spacing Platform t Dec kss ✓/ - 7Ovi, '- J�,� , Stair Handrail 34 in.-38 in./Step Risers 7"l Treads 11" ✓ ` IVestibules For Exit doom>3000 sg ftf�°�J All Doors 36 in.w/L.ever Handles/Panic Hardware,if required ✓ Exits At Grade Or Platform 36(w)x 44'(0/Canopy or Equiv. v/ ---rt A \\1r tZ Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay TD 5 t ) .:*.r'C- J Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum V O0 V -tea _ tk to A , Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System - Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers / - L"� 1 C Gas Furnace Shut Off Within 30 ft.or Within Line Of Site E_1 G• FFt & ,A1. pk`!1, Oil Furnace Shut Off at Entrance to Furnace Area Of:- PA. _V‘Z� Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors — l t ��P�JE > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewafs/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors C, , N F\E-) Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame ic e 16z iJ.c- c")F- ' Attic Access 30"x 20"x 30'(h),Crawl Space Access 18"x 24' Smoke Vents Or Fan, if required 't _ \ AC r Elevator Operation and Signage/Shaft Sealed 1 W ‘ `TA) 6 \ - - Handicapped Bathroom Grab Bars I Sinks I Toilets Handicapped Bath/Parking Lot Signage .1J :,\�E .5 F,`1) Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" V '' - Dv4"-C. 41 �'7t�� Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both moi-- ��5 sides] Active Listening System and Signage Assembly Space t A�� Final Electrical/Flex Gas Piping Bonded / / — Site Plan I Variance required _ 1Th-1Lj ' Final Survey, New Structure 1 Flood Plain certification,if reg As-built Septic System Layout Required or On File \\/// Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access AN Sides by 20'/Driveable Surface 20'wile Okay To Issue Temp.or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms Building&Codes Inspection FormssConnrercial Final Inspection Reportdoc Revised January 7,2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins. =ction •=-• e= - =•. Queensbury Building&Code Enforcement Arrive: i • _ Depart: ° a m 742 Bay Road, Queensbury, NY 12804 Inspector's India =: -.... Ioc :7- NAME: 'R41T o-ri oPE' --I0 -5-641T • LOCATION: 1 D 'IJ1© OT R RCS DA I-. .'-- I '" COMMENTS: . Y N NA ' 'G D R 41 1 Chimney i'B'Vent/Direct Vent Location / Plumbing Vent Through Roof 6"/Roof Complete V Exterior Finish/Grade Complete 6'in 10'or Equivalent ,L i Interior/Exterior Guardrails 42 in. Platform/Decks f/ ©13 cVE.R1 D R STA\R Interior!Exterior Banisters 4 in. Spacing Platform/Decks 1// a' 'cSTo -1 6E A(?iGR3 Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" J 1. Vestibules For Exit doors>3000 sq.ft \RAJM Doors 36 in.w/Lever Handles/Panic Hardware,if required �pc ` Exits At Grade Or Platform 36(w)x 44"(I)/Canopy or Equiv. / Gas Valve Shut-off Exposed&Regulator(18")Above Grade U.CARE �- Floor Bathroom Watertight!Other Flans Okay �i AL R� a�C 1tGJ' Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum y�R1%J \T\013 '61-R Boiler I Furnace Enclosure 1 hr.or Fire Extinguishing System ?_EG lei F�oiu\ Fresh Air Spy for Occupancy/Ventilation Combustion -Vo GEf=tc-\�C_ Low Water Shut Off For Boilers FLOODC-- ETR Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area VotAb e_Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors � > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers ,��„,� am FireSeparerah'on,2 Hour, 3 Hour Complete/ 48/E5 R� ng Fire Stopping, 3,000 sq.ft.Wood Frame -j-ib UJ \ Attic Access 30'x 20'x30"(h),Crawl Space Access 18"x 24" v V%ED Fk RC ppsvA Smoke Vents Or Fan, d required 10 F Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical I Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure I Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes ForrnssBuiiding&Codes1nspection Forts Commercial Final Inspection Reportdoc Revised January 7,2008 { Rough Plumbing l Insulation Inspecion Report Office No. (518) 761-8256 Date Inspection = . t F ived: Queensbury Building &Code Enforcement Arrive: i I. 'art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-FM, NAME: Rd\--S- PER #: 10--5t-C7 LOCATION: 1C> totat�T.1Zc RCS__. INSPE' T ON: '-t -Z`c -11 TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbinj Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes Insulation/Residential Check/Commercial Check - Tyvek or Similar Exterior Sealant � v Proper Vent,Attic Vent 1p, pc Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation a4a_V)o If required unheated spaces T Rt•'1.P►L_ 'b Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 04/25/2011 14:14 FAX 518 798 5620 THERMAL ASSOC 41101 rin.11114 Marty DeVit's Weemal)0144s hatce i ~l Heating and Cooling ---71 ; P ' - 21 Thomson Ave. Glens Falls, NY 12801 (518)798-5500 Fax 798-5620 H[J i-1 E ile2—'i Ssw4iie r« ,. ?ERFOf, A+JCE ACCREDITED F\JFECIY STAR CONTRACTOR Hilltop Construction ' 51 Crowley Road Hudson Falls, NY 12839 5118-798-0338 We, Thermal Associates, performed a blower door test on t R 8 T Antiques project a Route 9 Queensbury, NY, to determine the air changes per hour, for Hilltop Cons . i The result of the test is: (5,000 CFM50 x 60 Minutes)/(6,000 sq. ft. x 10.25 ft.) = 4.87 ACH50 , Adam DeVit BPI Certified Professional I. �Zp. LP I Rough Plumbing / Insu ati n `�nspeoto n Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials: NAME: PERMIT#: / " n • LOCATION: 1 i II <<- _le'T INSPECT ON: - / TYPE OF STRUCTURE: _ • ►� Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet l change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping 0 P.S.1 r minutes Insulation/R identiai Check/Commercial Check (miler Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: * iU \ gok-c-g-Pr FL-- l Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518)761-8256 Date Inspectie requ: '1 •: r Queensbury Building &Code Enforcement Arrive: `- ,a • `;' art: . wpm �j 4f� 742 Bay Road, Queensbury, NY 12804 Inspector's initial NAME: crIct 'r -- PER _ #: /d - LOCATION: (() , 61A f Al (2 , INSPECT ON: u TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place I ' 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test 13‘)-C\ _ )-\ Water Supply Piping 'J Air/Head 50 P.S.I for 15 minutes sltnsulation I Residential Check I Commercial Check 5 A -4 _yvek or Similar Exterior Sealant G(WDE- Proper Vent, Attic Vent Door/Window Sealed (No Insulation] R`'° ti t Duct/Hot Water Piping insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insuilation po ti Report � Office No. (518)761-8256 Date Ins on - r .: Queensbury Building &Code Enforcement Arrive: ry .11t.:77;,, • 1 = part: VI. != ,� -- 742Road, Queensbu NY 12804 Inspector's Initia / Bay ry, Pte'' NAME: �' ! { ' MIT#: , LOCATION: / / ( t INSPECT ON: ;/ -7/ TYPE OF STRUCTURE: Y N N/A Rough PI umbiN/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum 4 Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping iead � 7-10 P.•S.J for 15 minutes Insulation/Residential Check/Commercial Check �� —�► imilar Exterior Sealant Proper Vent, Attic Vent ( Door/Window Sealed (No Insulation) s � �I Duct 1 Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape or COMMENTS: ce- Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rou h PlumbingI Insulation In�s`p`�.-- .2,-4-- Rough Report � p Office No. (518) 761-8256 Date Inspectio. :• = = ed: Queensbury Building &Code Enforcement Arrive: '�'� - •art: FM am/ 742 Bay Road, Queensbury, NY 12804 lnspec to?s Inia- 1 / r ;',r NAME: PER g #: LOCATION: f �' ; .,,+C,,- - _' INSP` CT ON: f' - ' --/!/ TYPE OF STRUCTURE: _ Y N /A Rough Plumbing /Nail Plates Plumbinj Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet l change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping � �� r/Head4 1 / .S.1 forl mutes " idential Check/Commercial Check \ �� • • - ilar Exterior Sealant �--\°\ Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed prope /No duct tape COMMENTS: h Y' 'C3i` t Rough Plumbing Insulation Repoitrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 Rough Plumbing I insulation In:Spectio Report Office No. (518) 761-8256 Date Ins• : ed: Queensbury Building &Code Enforcement Arrive: ;,• • -.,art: 742 Bay Road, Queensbury, NY 12804 Inspector's n ; = / _ r • �- - '� - �� ;. 2 NAME: ` ! f f PERtT#: LOCATION: it : ;f, ' , INSPECT ON: f' - /-/%' TYPE OF STRUCTURE: Y J� N NIA J * Rough Plumbing,/)Nail Plates v \Plumbing V /Vents in Place ir14 minimum Drain Size t24-1Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test wv ,rt i /Vent .S.I. or 10 ft. above highest connection for 15 minutes ?N z' Pressure Test V✓ Vll upply Piping • /Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent,Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape COMMPNTS: Rough Plumbing insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 - / /1/ lir/ r� �� ;r � Foundation Inspection Report / Office No.(518)761-8256 Date 'on ed: Queensbury Building&Code Enforcement Arrive: i. 4, / part: Z) , , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial ' NAME: .l ��* ' RMIT#: ' r : • LOCATION: ` '"'' INSPECT ON: 3.—/ - TYPE OF STRUCTURE: 1 Con}ment t Y N Footings Piers Monolithic Slab4 t/ in Place i 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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/ : •� R- , ,\ Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Building&Codes\Inspecthon Forms\Faundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -, / :; Foundation Inspection Report Office No.(518)761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: � �Depart: VI- 742 I-742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: 7 ; A 'l `��> PERMIT#: Z,' _ 7 LOCATION: (' INSPECT ON: ) -� TYPE OF STRUCTURE: Comments Y N NL 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: • 12 inch width 6 inches above footing j 6 mil poly for wet areas under slab _ Backfill Approval -, - 'nder Slab ww ► -/Copper oundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L•\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Rough Plumbing I Insulation inspection Repo`rt�� g Office No. (518) 761-8256 request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: . am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ t NAME: T 14. i15, PERMIT#: LOCATION: Jo lila INSPECT ON: 2 - - TYPE OF STRUCTURE: iL �M�t ►` Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size _ Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ 51 5 1 :.S.I for . 5 minutes Insulation/R idential Check/Commercial Check V' • -' liar Exterior Sealant 1 Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: -- ...,-- ._v f Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report 1 , a M Office No. (518)761-8256 Date Inspection request received:a I-,), Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �-►, I1 ' -711; NAME: �It Cr-44PERMIT#: 2C l —CO LOCATION: 1?-t �} INSPECT ON: TYPE OF STRUCTURE: e..A.,1/1/4/T- k a" Frami�� _ COMMENTS: Attic Access 22"x 30"minimum L Jack Studs/Headers Bracing/Bridging `�'�-vf'Z_. �C�.�. C<CR)-YSISL4S Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. O-K, Skrle��- RV Headroom 6 ft. 8 in. Stairwells 36 in. or more A f i '14-$44.1 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'r4(w) 16 gauge (8) 16D nags each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf •rade L:1Building&Codes Fortes-OLDlsuilding&Codes Inspection Fom'is*FmmIng Firestopping Inspection Reportdoc Revised January 7,2006 f ,� f`/Framing / Firestopping Inspection Reportf Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/• Depart:lt;A-r) am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ..►i• NAME: _ t 1 �1 �cf`�t PERMIT#: /1 -)4-/ LOCATION: /h ''�i {. ►c ! �;�I( INSPECT ON: /.fit TYPE OF STRUCTURE: CES. = VQ,1 f " _ ____ - Y A Framing COMMENTS: ,s 22" x30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers r 1 Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches!Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Ya(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire well 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin. =II Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms.OLD&ilding&Codes inspection FormsTraming Firestopping Inspection Repoitdoc Revised January 7,2008 Framing I Firestopping Inspect* 'e• ' • Office No. (518)761-8256Date Inspection req .04P Queensbury Building&Code Enforcement Arrive: i a • • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials.ill NAME:, / It 1 /JC > P RMIT#: % _ LOCATION: ■ 4— NSPECT ON: 2--1'-1-1 TYPE OF STRUCTURE: • Y N NIA Framing .{ NT . Attic Access 22" x 30" minimum c5.. .-__f3 Jack Studs/Headers Bracing/Bridging �� Joist hangers �1 Jack Posts/Main Beams Q Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h(w) 16 gauge(8) 16D nails each site raft stopping 1,000 sq. ft. floor trusses ft. or less on center ice 24 inches from wall = ' on 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiiding&Codes Forms-OLAIBuilding&Codes\inspection FomnsT arcing Firestopping inspection Report.doc Revised January 7,2008 Y /1.6 k —7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection uest Queensbury Building&Code Enforcement Arrive: : 'A : „_ I-part: ..111.6561 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials � NAME: 1 • j J �;%� _ 'ERMIT#: / ' ' 7 LOCATION: '+,:.— INSPECT ON: i -7/ - . TYPE OF STRUCTURE: dtP.'10 `p comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete._ . _ = M ials_for thi purpo)e on site. 1 in Place Footing Dowels or Keyway in place 4 #�'Ei__X3.5 i :11ir Ar p if n ?j r�Found�ri WateTpioofirig--__ Footm � light or Sump-440V //- ezciAscY, FR__Pt. Drain Stone: 12 inch width ✓ OF Foci'\t3G VPZ?4\\�1J6- C 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval 611:1\37‘..\\ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Insilection -0 : ed: Queensbury Building&Code Enforcement Arrive: 1 ') Depart: I 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini a: . ��✓ NAME: R T A%T 6 P ', i #: \T'\ LOCATION: \ v-A c v.`-f-e AlRD a ECT ON: I — 1'-I- t TYPE OF STRUCTURE: Comments Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 1111111110111011111100.. itt it' CY\-- V.-ENV - Reinforcement in Place Footing Dowels or Keyway in place d � - i t O C-\'tap k\. \1 Foundation Dampproofmg \`-` '2,2 36 Foundation Waterproofing Sump Footing Drain Daylight.or 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:\BuUding&Codes Forms\Bullding&Codes\Inspection FornsFoundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM /-3 �� Foundation Inspection Report Office No.(518)761-8256 Date Inspection , Queensbury Building&Code Enforcement Arrive: `'i 1�: r/ Depart: l7 : I s m 742 Bay Rd.,Queensbury,NY 12804 Inspector s Inti: „J NAME: f1477) � i T#: LOCATION: /0 filo. b PECT ON: TYPE OF STRUCTURE: Corymental Y N N/A \6-C — '�' FSO Piers Monolithic Slab / - Reinforcement in Place I The contractor is responsible for roviding protection from freezing for 48 hours following the placement / of the concrete. •►:��_;_ .; a� " - on site. \\77/ Footing Dowels or Keyway in place Foundation Dampproofing N O - � Foundation Waterproofing Footing Drain Daylight or Sump 17t 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:\Buftding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: ;c^ am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (i v NAME: t \ 1.44•17V-1 PERMIT#: LOCATION: (0 1•11,01v�2,'r( i?) INSPECT ON: I / L TYPE OF STRUCTURE: /1,011/4 J'-k V).(.-4)(v Comments Y N N/A Footings Piers Monolithic Sla• `'y --) Reinforcement in Place The con : • •r is respo. ible for 1 providing • stection from zing for 48 ho : following the • acement ofthe con. = . :" Materials or this purpose ons e. Foundation/ allpour � Reinforcement in Place Footing Dowels or Keyway in place Foundation bai pproofing FoundationtWaterproofing Footing Dain Daylight or S FootingStone: 12 inch 'dth 6 inches above footing 6 mil poly for wet : : under slab Backfill Approval Plumbing der Slab PVC/Cast Copper Foundation i to::•n Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Famdation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ...,.. evergreen C=:, TESTING&ENVIRONMENTAL SERVICES,INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: R&T Antiques CLIENT: Hilltop Construction REPORT NO: E-10-168-12-29-10 0 T. CONTRACTOR: Hilltop/Ken Merchant CONCRETE SUPPLIER: Pallette DATE: 12-29-10 T L LOCATION: Footing line 1-6 between Ato D JOB NO: ETE-10-168 ms TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. c No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in.) Temp Air Temp. Set No. o Plant Total Remarks ' c.:=.o +Field oro 1 783439 4563 8.5 1518 1538 1550 3.0 30 3.4 65 40000 Set 1 of 6 cyis 2 783440 4562 8.5 1540 1555 1610 40000 3 783441 4565 8.5 1601 1615 1635 40000 0 U I-- C/7 Z O C.-, I=1- I COMPRESSIVE STRENGTH DATA , s SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By:EM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Ken/Dan 1 0489 12-30-10 1-5-11 150.3 7 4750 Transported By: 0490 1-5-11 149.5 7 4460 0491 1-26-11 150.0 28 Remarks: 1% non chlr,hot water 0492 1-26-11 149.8 28 Weather:Cloudy 0493 150.8 H 0494 150.8 H Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: evergreen TESTING&ENVIRONMENTAL SERVICES, INC. El 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 0 PO Box 482 Orchard Park, NY 14127 Phone: 716-649-9474 Fax:716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: R&T Antiques , REPORT NO: E-10-168-12-28-10 CLIENT: Hilltop Construction DATE: 12-28-10 CONTRACTOR: Ellsworth &Sons JOB NO: ETE-10-168 Test Depth Test In-Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 12 SG 113.6 4.3 97.9 95 708 Old drywell backfill under future stairs 2 12 SG 112.2 5.0 96,7 95 708 Adjacent test#1 Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (Pcf) 708 116.0 10.6 C-F SAND, trace Silt, trace Gravel Remarks: Sample picked up on this date SR=Subbase SSG=Slab Subgradc SC=Subgradc TO F=Top of Footing Technician: JSC G—Grade TOW=Top of Wall B G=scaring Grade FF=Finished Floor FB=Footing Bottom Troxler S.N.: 31268 9001P00d 5E:01 40/ . uer 8EEO-86L-8 5:Xdd NO 110ESN00 d01111 H èverg re e n TESTING & ENVIRONMENTAL SERVICES, INC. O 594 Broadway Watervliet, New York 12189 Phone:518-266-0310 Fax: 518-266-9238 p P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-6483521 SITE OBSERVATION REPORT PROJECT: R & T Antiques REPORT NO: E-10-168-12-28-10 CLIENT: Hilltop Construction DATE: 12-28-10 CONTRACTOR: Hilltop/Ellsworth & Sons JOB NO. ETE-10-168 A representative of Evergreen Testing was at the project for the purpose of observation of perimeter footing subgrade and in place densityy testing on structural fill placed and compacted at existing drywell removal area for future stairway construction. While on site, the following observations were made; The contractor was backfilling the referenced excavation at existing drywell removal area. Density testing was completed on the import structural fill after tamping with a jumping jack type compactor. Material was sampled this date for lab proctor testing. Field results are pending lab test results. The contractor was preparing perimeter footing subgrade for the concrete placement at the time of this representative's site visit. Insulated construction blankets were being removed from the entire excavated area. The west upper slab and footing area was observed to be covered with a thin layer of crushed # land # 2 stone blend. A steel probe was used to investigate the stone layer in the subgrade in several locations.Where probed,the subgrade was firm and stable under hand pressure. Evidence of frost in the subgrade was not detected. Lower east area perimeter footing subgrade was exposed and not covered with crushed stone. Sand appeared to be undisturbed native soil. A few tree roots in the subgrade indicated that the material has been in place for extended period of time. Some calcium was observed to be spread over excavated footing subgrade to deter the on set of frost. A steel probe was used to probe the mentioned grades at several locations. Where probed, the grades were observed to be firm and stable under hand pressure. No evidence of frost in the referenced grades was observed. This representative recommended placing concrete as soon as possible and continue to protect grades from frost until the concrete footings/upper slab are placed. BY; 900/5004 5E:0I WIZ 4 uei 8EEO-861-R5418NOI10081SNO3 d01111H evergreen TESTING&ENVIRONMENTAL SERVICES,INC. O 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park,New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: R & T Antiques JOB NO. ETE-10-168 CLIENT: Hilltop Construction REPORT NO. E-10-168-1-3-11 CONTRACTOR: Ken Merchant DATE: 1-3-11 ❑ SPREAD FOUNDATION 0 GRADE BEAM • FOUNDATION WALL 0 STRUCTURAL SLAB D CLASSIFICATION 0 OTHER REFERENCE DRAWINGS : Al LOCATION : Wall footing line A 5 to 8, line 6 between A to D and line D between 3 to 6 ■ PROPER BAR SIZE • PROPER GRADE STEEL ■ PROPER BAR SPACING ■ PROPER BAR CLEARANCE ■ PROPER SPLICES ■ CONFORMS TO DRAWING ❑ DOES NOT CONFORM O REMARKS ■ FINDINGS REPORTED TO Ken Merchant ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI19 # 9 - SI28 # 14 - S143 # 4 - S113 # 7 - SI22 # l,0 - SI32 # 18 - SI57 # 5 - SX15 # 8 - S125 # 11 - SI36 Inspector: EM 900/900d 9E:OG 40Z I . uer E0-88L-8I :Xdd NOIl00d1SNO3 d01111H Foundation Inspection Report ( U - Office No.(518)761-8256 Date Inspection request received: t I Queensbury Building&Code Enforcement Arrive: am/pm Depart: jjlif"' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:6 NAME: (� l ''i e 3 PERMIT#: U " (17 LOCATION: i c' -wv- A q--6°0 INSPECT ON: ( l1( TYPE OF STRUCTURE: CQmmenta Footings X (/V— t � Piers —Fur ,�%� \ 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 Footing Dowels or Keyway in place Foundation Dampproofing Fo Waterproofing ting ':, Daylight or Sump *N2/kt F, Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ _ �B'atcic811 Approval f ns..7 Plumbing Under Slab PVC/Cast/Copper Fotmdation Insulation Interi /Exterior ' Z ¶ 4I t4'L � 0 R- _ Rough Grade 6 inch drop within 10 ft. • L:\BuNding&Codes Forms\Buflding&Codes\Inspection FormsWoundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Repo Office No.(518)761-8256 Date Inspection request received: LiL?v Queensbury Building&Code Enforcement Arrive: am/pm Depart: i " i 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:0_9 NAME: ( 941-4'‘5,1�z 1 PERMIT#: C /U-S ��- LOCATION: ) S 7 k /k `1 INSPECT ON: c / TYPE OF STRUCTURE: ,- Comments 2 NIA 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Foo a • r Sump /Footing Drain Stone: ' 4 S 't t h IN-4 7-4t#-) inches above footing z� 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab yPVC/Cast/Copper Foundation Insulation Interior/Exterior It- Rough Grade 6 inch drop within 10 ft. L:\BuikNng&Codes Forms\Building&Codes\Inspedtion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:3,2( am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6149 NAME: t PERMIT#: 2,t5 Lr — 1 LOCATION: l c r INSPECT ON: l TYPE OF STRUCTURE: tIA x)cp Comments Y N NA 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ( �, j Crr Backfill Approval ;' '� L ',., i � Ir• Plumbing Under Slab lir fcLog-1,0iMA-, tor-vcR PVC/Cast/Copper Foundation Insulatio (O`"'r/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buiiding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report ,� ` f„, Office No.(518)761-8256 Date Inspection request received: ec.)i o Queensbury Building 8c Code Enforcement .Arrive: am/pm Depart: ))� am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ([,. NAME: ( PERMIT#: 't U LOCATION: Y5(0 7 ' on 'ECT ON: 'Tcam- TYPE OF STRUCTURE: Vev ' jam, tel-fri, Cgmmenb X WA 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 I Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ,:- - footing • in'. for w: : under slab Backfill (\I} i r .ing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:Bu ng&Codes Forms\Buiiding&Codes\Inspection FormsWoundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: V3/.)-6 // Queensbury Building&Code Enforcement Arrive: am/pm Depart.�pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials /a- 547 NAME: l �Ac.'�� 'EMIT#: LOCATION, ., w`,, iit_re - = INSPECT ON: / 3 . ®/ TYPE OF S UCTURE: Comments a MA 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 Footing Dowels or Keyway in place Foundation Dampproofing - Foundation 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:\BAling&Codes Forms\Buiiding&Codes\Inspection Fonnsfoundatbn inspection Reportdoc Lest printed 12/20/2005 9:24:00 AM 2— --q1kC,C Foundation Inspection Report 7-' Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: t614 NAME: S/I /„,,4 %1 / 7y ( ) Yf I � PERMIT#:LOCATION: /o ;`,/re. INSPECT ON: — `TYPE OF STRUCTURE: f r. 0 Comments yN N/A Footings Piers ...--2 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 e2,v. 21 i � � is Footing Dowels or Keyway in place Foundation Dampproofing 1 f ‘tFoundation Waterproofing �� - Footing Drain Daylight or Sump -4.4„.„...... Footing Drain Stone: 17C?0\AV) r2 inch width -- 6 inches above footing Si; K ' r4)7 6 mil poly for wet areas under slab Backfill Approval r_-____... Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM _ •„ rages - ~_~_ __ a e ,.-•----~.._ ----~°-~" E-13690 - V-R ROOF TRUSS IDENTIFICA'1~0 a o~ -- Reflective: NH ~ P ~"" ~~ Safety Signs - ~ E~ q,~-,~~eS r®1 Order Status ~ Help Center Contact Us 1-800-578-1245! ~.1~1 ~ Oltems ~ ~S.~Om E.nter+2rm in sear~.h. then ENTER KEY ~. ComplianceS~g .7 Industrial Hazards Medical Custom Signs I labels Electrical Environmental EXIT 8 Enter Fire I Emergency Pools 8 Rec Restroom t Hand Washing Safety lahels Truck I Aircraft 1 Vehicle Chemical Disabled !Handicap - No Smoking No Trespass Office Parking Siyns HelpCenter ri E ^ ~.ndostr. Na raids C' r+icuo,i Muss ALL> NHE'. ;s550 v-R RbOf ?P~I51DENTInC,A1VUPd NHE-13690 g ns _ ReSective Header: Safe/y 19 VYording: V-R ROOF TRUSS IDENTIFICATION SKU: NHE-13680 Alulnlnum LabN All ~, Ahunirnsn Regedive 6 in. Dienteter ~ l.abd RslNcutra 8 fn. Dlanlsbr I' _.. ~_ "~l _Volurrw Purchsse Discounts ~.._.~ WswuM sx tux t5x :•. tHSCOUra aaWwa b IUEMtt:AL %~ 516.00 313.00 Most ~'"puiar f!puo~; Use tltb rsller:We dreN Y-R ROOF TRUSS IDENTIFICATION sign to kiertllTy ~ M New York wHh truss eonstruceon. • Meets New York 1tINYCRR Part 7214 reQu'vements. • Rellsctlve Image is easy for emer9ertcy responders ro see. • Surface-mount sign or label printed on a white badtgraund is W, eltsrdcal, abrafion and molaWro nsis7arrt_ • Substrata drobes: - Rugged, 0.040" alumfrwm - Flexible vinyl IabN stodt wiCt pennaneM adFlesive (Choose a tab next to the sign to salad malarial and size) • Akaninum signs have 1/a° mounding holes. • Printed with W stable ink eWtabN for ouldoar uw at service temperaltses from ~0 to +t00 F. • For mare detailed irtfarrrtation on construction, Abase didt the Product Data Bulletirn tab. SHOPPING _ FREE SAFETY HELP ~= CART „, NEWSLETTER '" CENTER Company Info Popular ice Products Popular Safety Products Customer Quotes • PRODUCT DATA c,7 +~ BULLETINS http://www.comvliancesiens.com/NHE-13690.shtrnl 11 /11/2010 M i M ~ ~.. ~ ~2 = i ~-o G" l.oi,SG ~u~~. ~'L 1.~I~ 112" - ; ° D fib" 3a" ~~ ~ i~~ ~ ~, ~~ p ~~x - ,., b - ~ _ ~ c~ ~' ~, ~~ ~Co" MI 2 G`~ ! 1 ~- !1~lI•~o1o t ft { f ° qfzu&coE.aL aoLor, aJ4 • R A►,4D T A)4) aoE STquc T ui'AL CALCIJLAT ONS TAE LE OF C:o rL -4 rs DEs1GN LOADS DEAD LOADS LIVE LOADS 2. SNOW LoADS 3 WIND LoADS 4 - 5 SEISMIC LOADS G - S GR,AV1:TY FRA14)1`1G_ SYSTEM ROOF TRUSS LOAD D)AGRAmS 9 MAIN FLdoR FRAMING io- 12 FOUNDATION / Foofl NG S ►3- �4 LATERAL LOAD Rt5V TIN* -Y E1\45 WIND LATE'IZAL LOADS S SEISMIC LATERAL LOADS (o ROOF DIAPHRAGM DES\GIJ 11 - 19 SHEAR WALL DESIGN Zo- 28 c's • . J 9,.` V. ! r • • • DE � ) G� '-0Atjw 1 DEAD LoAL'3 - RooF A5?J. AL.T SH11.4GLLS 2 578 PI-'W oQD Z Woop TRUS5CS 5 IZ F)SE(:GL,A5-s TN)5uL 6 5/8 r�f P. 13 I> 3 ACouSs)cAL CEJL), GhL.iUHT5 MES)4. nUCT 517F1.,ER 515TE7A RFRooF )7.4G ORE) 3 3o PSF DFA p LOADS - FLaog HAeD wooD F,00R 4 5/g PL`f WooD 2 WooD To151 4 (3) 5/$ GYP, BD. GI FUgg3NG 01-14 NJE L5 / STEEL BEAM 2 ACouST►cAL CC1L1?.)G /L)GNTS 4 MEc4 DJ<TWORK 4 SPS{ IMKl 5Y5T'E-M 3 d PSC" DEAD 'HOOD STUD WALL5 CEDAR SIDING /Z €xTERid1; SNfATHft4G 2 x(o -5-rwy5 ?T IC0''oc Co" SATT IN5ULATIoN 3 5/6" GYr, aD 3 Iz Ipf• • • D E 5) CA LADS 2 L 1 ./E LOADS - FLooR IST FLooR ( RFrA)t I oo P5F Lry LOAD Ppb+,1 :: Pat-4 cSTCEL 341-S O)JL ) RooF L ►yE Lo = 20 P-sF IA-5 7 30(,z) - Coo FT' 7 g z I ,o Ffes' Z = /. 2 - 0,oSF ), 2 - 0.o5 ' 7 ) O, ct 2o( ) ,6) (11•4) )a r.5 F DE5 G 1-4 LOAD S 3 Jh�O W LoADS GReu - a SNOW t-flAG = CaO F5F If-i►t'4iTA1 c FACTo2 = I. 0 - TABLE 7-4 EcPOSv)ZE FAct'=ate' = 1. 0 A E7 — Tpx3LE 7-Z TNEgMAL FACTOR I, d ASc7 TAS( .� 7-3 FLAT 7 oaF 5Nn W LOAD 195F SPCD Sc,oRL Armes ( A5cE 7.4) • A5nIAC-r suhNG.lt-5 CZooF .scope ('/1z. - Zoo, rS = I . 0 A rr 7 Ftcvi?. i" ? a, )25 = ...; r4. - 14(4o = 4z PST LIN 8A.NIJCF1) SNON ise>AD (1"c -7. (4) 7c�w ÷ 0,5 = 707)7 + o.s = 4.G ° < Z6a Co-,15/DER. U ALANCFD L.oAi� oR Z . 38° j 125 l (Cao) = Cod PSC 0U i rU5S' LQA Th.G 1)14(7,CAy,( ), • DES 1G ± LaADs 4 �hll N D LoAT) • GENFQA L. • N' EAN ROOF HEIGHT = ! I a 10.5 -) (72 ) = 2; ;- < 3c5FT c Coo PT • ENQloS€E) E(_pc, w/ GAEC Et) / N,p ROOF • M W F Qom. • 5) Al PC F D►A P+) R A co w1 • OLD FLE5( I RLQ • No UNUSUAL RE'sraN�E CHARAcTCR)—r)cS P•JA EXPAN )c1.1 TOwTS • 2E 1U�..AR SNA PE \nnT 4 R 06,F 5Co PE < 45" • CC • No UNUSU11L RC-:5PO),•) C)+,\KAc )5-nc5 • Rcc)uLA. 544.6P� \ 'i1 4C.7ABLE ' 46-1 AND H')r' < -411 6 USE" S"MPC)F1ED WIND t.6AE MFTi4 D • SA5JG W)ND SPEED V to IA 114 (TABLE /6.09. 3. ) TMr5g1ANMe" FP TUR I = i.o (TABc€ / , s) ExPo5URE CATEGORY - 8 (5 -zr. )c0o9. 4 ) HE-IkT J C-xPcsufzC Am.T. = 1. o (1-ABLE )6o9, (0. z . I (.4)) MWF �s p - YAJ `253,3 oR)Z•oNTAL YRES-SURE S TABCr I(o4ci . .Z . SONE A x534 ICO , ! P F za pss, = 2. co P5F ZONE CII 7 r p5a o = a },!E D • Pcb ti = Z .7 175F MIN. f25 PSF Zc)n+ec5 A - D AND ef,= 0 55F Z 6)0E5 L - VFR f7cAL--_PR �L1S ("TABLE" )009. (o . ?. al)) ZONE E 17,5a = - 7. 2 P5F ZONE P53a 9 . 8 QS p ZONE G 1253d " S. Z QSF Z oN E H (�s3a - 0 175F (DVE1-Z HANG (TABLC )Co09.0 .1 ( D))_�____._� ZoNe Co$4 ' 17s36 = - ) 3 . PSP 2o1)E Gou F) 30 - 11.4 PcF • • DESIGN LOA I): W1r4D LOADS C€' C (co '4PONENTSM-Hi) CCAbb1NV) ( "m& )609. (p, 2• ) (Z)) (Pncr = I' Q PMT7 3 0 Qa6F (-3° To 27') EFFEc1)il AgEA - SO PTL ZoNt ) PNeT3a "fi G.7 P5F // - )2, S f5F aI "- plvEr 3a foo,7 P5 P / — 1 8, 9 P5 F 1 ner 3,4 nn,•., � } 10 P-F Z oNE 3 PNE7 34 - + G.7 95F /— 2`?. ) PSS' Ya3)7 WA l L EFFCc7 V✓IND ARE 20 •F ZONE 4 ' )7 34 = -i 13 .`i P5F /- )5'. ) P5F 7a*4E s pkiET 30 = -t 13 , ' P5P / - )s. z P5F RooF 0V BHANG (7' m 27') EFFE .-1`) € W'ND AREA = 73 FT ZO N 2. 9pier _ Z 7 2 PS F Zo>`1E' 3 : Pher an 4).Z P-5F • • DE-5 I C)•i LOADS jE) SM)c LaAD7 ,E)51,1lc De- *to ?A R4 METE. ; Z ;? CODE ) Z 8 o4 S5 - O,27 9 S ► = 0, 077 9 SITE c LAS S -i (pcFAo-T) ►mss = 0. 434 9 o . ) as- 9 Sbs - o. 290 SE)5M)c USE G t?QV? I (TA 3LE )<004• S SEIS M)G DE5 )CY3 CATE GoVhi (TAF3LES )60K0 .3( ) 4 *)Cv.3 (Z)) EQU►VALENTJTE):AL FoRCE PgocEpUE (ASCD 7_1 • SE MIC BA-5E 5I4E-p R \l= CS W Cs z SDS = 0.290 = 0.041 ct- 0. 0S- ( I) . OS(g) 172,\ C5,,,,,t = -5v4 Tq = Cf hn (ASCE 12. 8 .2.0 T ( g=) = o.oz (2S)0.15 U.ZZ3 SEc O. ►Z4 T ( ASck- iz .8.2) 0.3"7 CVO - 1.(o (0.2r3) = 0. 05 = 0. 3-7 5E'<. TL = Ga SEc (As E- ciG 22-)s) T < T� C`50.141/ D o I U5E- C5 = 0.05 Conterminous 48 Stall I 2003 NEHRP Seismic Design Provisions Spectral Response Accelerations Ss and S1 Zip Code - 12804 Zip Code Latitude = 43.327700 Zip Code Longitude = -073.668600 Ss and S1 = Mapped Spectral Acceleration Values SiteClass B - Fa = 1.00, Fv = 1.00 Data are based on a 0.05 deg grid spacing. Period Sa (sec) (g) 0.2 0.275 Ss, SiteClass B 1.0 0.077 S1, SiteClass B Period Centroid Sa (sec) (g) 0.2 0.275 Ss, SiteClass B 1.0 0.077 S1, SiteClass B Period Maximum Sa (sec) (g) 0.2 0.290 Ss, SiteClass B 1.0 0.080 S1, SiteClass B Period Minimum Sa (sec) (g) 0.2 0.269 Ss, SiteClass B 1.0 0.076 S1, SiteClass B Conterminous 48 States 2003 NEHRP Seismic Design Provisions Spectral Response Accelerations SMs and SM1 Zip Code - 12804 Zip Code Latitude = 43.327700 Zip Code Longitude = -073.668600 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.58, Fv = 2.40 Data are based on a 0.05 deg grid spacing. Period Sa (sec) (g) 0.2 0.434 SMs, Site Class D 1.0 0.185 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Spectral Response Accelerations SDs and SD1 Zip Code - 12804 Zip Code Latitude = 43.327700 Zip Code Longitude = -073.668600 SDs = 2/3 x SMs and SD1 = 2/3xSM1 Site Class D - Fa = 1.58, Fv = 2.40 Data are based on a 0.05 deg grid spacing. Period Sa (sec) (g) 0.2 0.290 SDs, Site Class D 1.0 0.124 SD1, Site Class D c TABLE 1617.6.2—continued o DESIGN COEFFICIENTS AND FACTORS FOR BASIC SEISMIC-FORCE-RESISTING SYSTEMS z SYSTEM LIMITATIONS AND BUILDING HEIGHT LIMITATIONS(FEET)BY O DETAILING RESPONSE SYSTEM DEFLECTION SEISMIC DESIGN CATEGORY°AS DETERMINED IN SECTION 1616.3` A REFERENCE MODIFICATION OVERSTRENGTH AMPLIFICATION O BASIC SEISMIC-FORCE-RESISTING SYSTEM SECTION COEFFICIENT,R' FACTOR,ii.„' FACTOR,C°° A or B C D° E. r m _ O H. Ordinary plain concrete shear walls 1910.2.1 2 21/, 2 NL NP NP NP NP m mz I. Composite eccentrically braced frames (14)k 8 2 4 NL NL 160 160 100 • J. Composite concentrically braced frames (13)k 5 2 4V, NL NL 160 160 100 0 33 K. Ordinary composite braced frames (12)k 3 2 3 NL NL NP NP NP 7c - cn L. Composite steel plate shear walls (17)1. 6'/, 2V, 5V, NL NL 160 160 100 M. Special composite reinforced concrete shear (16)k 6 2'/, 5 NL NL 160 160 100 walls with steel elements • N. Ordinary composite reinforced concrete shear (15)k 5 2'/, 41/, NL NL NP NP NP walls with steel elements O. Special reinforced masonry shear walls 1.13.2.2.5° 5'/, 2'/, 4 NL NL 160 160 100 P. Intermediate reinforced masonry shear walls 1.13.2.2.4° 4 21/2 2'/, NL NL NP NP NP Q. Ordinary reinforced masonry shear walls 1.13.2.2.3° 3 2V, 21/4 NL 160 NP NP NP R. Detailed plain masonry shear walls 1.13.2.2.2° 2'/, 2'/, 21/4 NL NP NP NP NP S. Ordinary plain masonry shear walls 1.13.2.2.1° 11/2 2'/, 1'/4 NL NP NP NP NP T. Light frame walls with shear panels—wood 2306.4.1/ 7 2'!, 41/, NL NL 65 65 65 structural panels/sheet steel panels 2211 U. Light framed walls with shear panels—all other 2306.4.5/ 2'/, 2'!, 2'/, NL NL 35 NP NP materials 2211 V. Ordinary plain prestressed masonry shear walls 2106.1.1.1 11/, 21/, 1'/4 NL NP NP NP NP W. Intermediateprestressed masonryshear walls 2106"1.1.2. 3 2'/, ' 1111 1.13.2.2.4° 2/, NL 35 NP NP NP X. Special prestressed masonry shear walls 2106"1.1.3. 41/, 21!, 4 NL 35 35 35 35 1.13.2.2.5° 3.Moment-resisting Frame Systems A. Special steel moment frames (9)1 8 3 5'/2 NL NL NL NL NL B. Special steel truss moment frames (12)) 7 3 51/2 NL NL 160 100 NP cn C. Intermediate steel moment frames ' 3, (toy 4'/, 3 4 NL NL 35h NPn' NPn' (C) -1 D. Ordinary steel moment frames (11y 31/, 3 3 NL NL NI/h.' NP".' Nph.' C 3T > E. Special reinforced concrete moment frames (21.1)1 8 3 51/, NL NL NL NL NL r- m w (continued) to 2 00 z • . • i ______ c456 1 - v`x)paksi SxotA., LeAb = 42 f'-sFr I. "Pg<ss.5C L.4AD D A(7124 MS CASE 2-U*+iSAIAWVED 5$4.4, r„—,�., LOAD' = eipc Psi- 0714CR filet.+=iPsw [ T4 P 044RD PE T> LC Aa = Za ►SF I roll LCA1 ASIX w;"h W'Nb 1:41A/f`R ail S;tRFArr VSE M P5F 12 Th? AND Ba rrtiti <Mg -54A(.4. .11 Co R E AVAIN )1 T Z X W MEM 8E A'S' - T YP fPt.ran cMoRD Dc4D LAD = )d s-'sF FIR LCAv cA2Ef 1nr,-rx w;1Ib AwM Fg/A-5.,RFACr V t TRL)zS T- I 5c)-1 CPM i)C t. DAD Pi GRA v4 ---- _ ---_. - - . -- --- - - . - . _ -... -- - - CASa I - UI)JFCM 514ew LEA, A 42 PSF IC:ACC 2 inaalkA„►ca,5Pc Lt2Ab :6())1517 Firma iIACF5P r TSP CIic.RP MAD LM) = 20 P5F 1^"cR i.cAD C/5t'-i WITH Wikk9 AWAY fit<At Sc,RF4CC u5(— )o) Tor cM gD u.. .2101t;�/�} *WC 046A1, Pt.=106t$5/Pr / - vv'EB MFm bt 12 AND " '"� cok)�,Gv1�A no-) SIS l r' ,,��`� `N �'.. —�`� D c71-R irAf b By "TRV s5 - - 1 `-, ,. rC CM.GwtZRrTY IR-4'Tr ui c Ftc:RD DEAD 1 GA D = 10 PS F insg L4'D CASC5 WrtN ur;AD A44/AYFRO4 5tiAr'A<c t,SES1' re.Mil CHc.Rn Di. 1 66L63/FT GikbER DI(.4 55 5-<J4EMATiC LCAL) D,AvPAM G EN A L Na.T „ 1 . TR �f55ir'S S/IAL.(. 6c. D -3-)couED FOR Str'rAFA Lv t cA5' cF vCAB 1..642> ?CV eAC).1 CASE 4F '5Nak1 1.<IAD, TRv55 bC5)( i -5NAt.t. AC54) /A, C4VDe- W)'Jb LOAD CASE'S , FOg D /GNU laibtip 1,6AD , 5C--t— WIND LOAD DATh )-'6R Colit1'dk►ENT5 AND CLADDI nl<5. 2, SCCC• PLAN Fog TRU55 LAYQJT AND 5PAC)t.1G • • F IR-ST Ftoo Z FRAM 1t-. G l 0 W SEA M AT 201- 0"0‹ . CH EEK L)1/E LOAD A5cF 7 - 4. 8) L = La o.25 + )s V uAr AT = 3o(20 - <Q X F71- - 2 L = 1oo(0,Z3 - J5 _ _ GS.s PsF 54Y "l0 P5 )12(Geo) 5t7A1,1 = 3o FT SPA )►.>G = Zo FT u J = (70+ 30) Zo = Z000 / T 2 �1 = (AL - zood (30Y = ZZS,oacl FT-LS, - 'Z6 FT-is 8 8 TR'; wI8 )( 50 M u - Z44 FT-K)P NI = ZZSi-< o I< c oEcK DF F.ECTiaN S wQ4 5(2000) (304fiz$ = /. s Hsi x/240 = 3600/z16 Ti. 3I4 E 384( ) Soo ALL = 0.7 jj = LOS- ,r.t Q/3 Go 30(17)/3/0 = /. 0 nu U5E W 8 x 56 tazgi MEMBERIkORT Rand T,Floor:Joist • PASSED software 1 piece(s) 16" TJI®560 C 16" OC Overall Length 20'1" ' ( .l, 19 6' I, n n All Dimensions are Horizontal:Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF System :Floor Member Reaction(lbs) 1690 0 3 1/2' 1725 Passed(98%) 1.00 Member Type:Joist Shear(lbs) 1690 @ 3 1/2' 2710 Passed(62%) 1.00 Building Use:Commercial Moment(Ft-lbs) 8239 0 10'1/2' 12925 Passed(64%) 1.00 Building Code:IBC Live Load Defl.(in) 0.381 @ 10'112" 0.488 Passed(L/614) -- Design Methodology:ASD Total Load Defl.(in) 0.496 @ 10'1/2' 0.975 Passed(L/472) -- TJ Pro Rating 59 40 Passed -- • Deflection criteria:LL(L/480)and TL(U240). • Design results assume a fully braced condition where sheathing is properly nailed to all compression edges at the top of the joist and that the compression edges at the bottom of the ioist are properly braced to provide lateral stability. • Bracing(Lu):All compression edges(top and bottom)must be braced at 6'3 7/8'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. • A structural analysis of the deck has not been performed. • 2000 lbs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. • Deflection analysis is based on composite action with a single layer of 23/32'Panels(24'Span Rating)that is glued and nailed down. • Additional considerations for the TJ-ProTh'Rating include:5/8'Gypsum ceiling,1x4 Flat strapping,bridging or blocking at max.8'o.c.. Sort Reactions Supports Total Available Required Dad/Floor/Roof/Snow/ Accessories Bearing Baring Bearing Wind/Seismic 1 -Plate on steel-Spruce Pine Fir 3.50' Hanger -- 402/1339/0/0/0/0 None 2-Plate on steel-Spruce Pine Fir 3.50' Hanger -- 402/1339/0/0/0/0 None Connector: Simpson Strong-Tie Connectors Support Model Top Nails Face Nails Member Nails Accessories 1 -Top Mount Hanger Connector not found N/A N/A N/A 2-Top Mount Hanger Connector not found N/A N/A N/A Floor Roof Loads Location Spacing Dead Live Live Snow Wind Seismic Comments (0.90) (1.00) (non-snow:1.25) (1.15) (1.60) (1.60) 1 -Uniform(PSF) 0 to 20'1' 16" 30.0 100.0 0.0 0.0 0.0 0.0 Stores-Retail 1st Floor 2-Uniform(PSF) 0 to 20'1" 16" 0.0 0.0 0.0 0.0 0.0 0.0 Partition Load ForteTM Software Operator Job Notes 1115,2010 12:59.46 PM iLeveK)Forte1' v2 n. De.ziyr;Engine:V5.1 0 ri Page 1 of 2 ItILEVEL®Notes ` • ( SUSTAINABLE FORESTRY INITIATIVE Level®warrants that the sizing of its products will be in accordance with iLevel®product design criteria and published design values. iLevel®expressly disclaims any other warranties related to the software.Refer to current iLevel®literature for installation details. (www.iLevel.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project.Level®products manufactured at 2 Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator FortoTM Software Operator Job Notes 11:512010 12:59'46 P 4' iLevelc,Forte'M v2.0, Design Enaine.V5.1,0 Page 2af2 • • Fool)t-4,7,7, L l 'a 13 Dun LaA1D ' ROOF - 3 d PS F FtooR - 3d PS BEAP)NG WALL L0,4D/FT = [ 3o- 36] (30% ) = goo*/F-- \V 00 D J ;LJ L) WALL - i z r" - � - ( . .\ - Fo w.,a,n-no.) VJA U = )SO P5-F • 8 F,Q R(NG WA LL t 6A b /Pr' = )50 ( )! ) = /66-6 7FT" / T7, F'•:-`-_ _ •_lei.:.'� J �J'+ , - - - TOTAL BEARING WA(C DEAD LOAD AT FoaTING = 283.7 L.)Ve-- ROOF /SNo W LOAD 4 2 PSF MA rt.) Ram LL - 70 FS BEARira(, WALL LAVE" L.aAD / FT = [4z -Ch.)] ( 3a/z) = 16801/Fr o°Oa ToTA I FTS LOAD = ZZ + I ro iso = 4 S i Z /F(" FooT)tjG 2 1-Co" Dolt PJr A YFL5500: - 4511 = lbO' r �/ • Cc7ty M tJ FoaTING E CoLu)1J LGAD = [70430j 20 (25/2 ) = 25,000 C 8 ' ASsUM ,ACtdWAgL SaIL SEAyg5-55uRt = 2066 PSF FO6-nr, AREA = 25,000 12. F71 Z,ciao USE- Ca[ot."lN F x 4 ��d x I a W►TA 4 AT )Z vc. 6,4'2)4 'MA'Y • LoAD ! 5 WIr.1D ' W/1\11> BASE SHEAR (I`\NW F R ) X P-13e f2sA _ l (►) ( /q0) P;F Psc = ) ( )> (, /,-7) = )2 PSF Atm = 14 P5 F (ca N vAT,vE ) NoRT)t )Sou-TN D�REcT1or1 FizuF [7.54 00.5/2)] 106 04 - 17, 8s-L7 1.63 = 18 K)P5 FINArA!fl.K :[(16.5/2)-+ _)f2)] 10(3(14) _ )S,66O L,s5 /5 KIPS EA-0T/ wESr" D RFc-na Fano F - [-1,5 r ►a,5/2) 36 (w) ,�5 �.� K ►ps �r+gry,J FLR L `ra.5/ I -1-("/2 30 (1 4) - ) 5-15- c. 5 z 5 ,K(1�S • • DE`>) LGADS ► Co jE r5 M 1C LOA D5 • FFF"EJ'VE S-ESM)c V/E/G431- Lt313J (ASC- 7 - ►2.7.? ITEM DEAD LOADS 25% STORAGE LL PAti- T/oN5 EQu'}PMEN`T Z0,014 _TOTAL VOOF q0, 000 0 0 2,6-40 25,Zoo ► 1 7, 70o MA1� FLS WALLS 34, 310 O 0 O o 34, 3Zo N FLR JO,000 0 0 2,Sao 0 9Z, Saa GRADE RR V 5 1 3Z0 O D 0 O T34 3 Z4 2g8 ,G,46 O S,oao 25, 240 7743 W 280,oua L35 = 2 80 ‹►i'`> JSM►c 645 574 EAR V = CTW = 0.05 (Z60 = 14 K)r'S • 5E15Mrc L (DAD DI STR) $J7)QN - CNoRTNI Sat.1T1. ) AND (EA3T/ Y9fF'�T a F = I►7� loo t 034 3Zo/2) 14 ti 7 K)P5 27$, S40 FII/A1,4 _ 1E4,3za/24 9Zo -� 3q324 278, 8 46 • CoN VERT TO ,ASD Lo40.5 (FROM -5T17F*1c,T)4 LEVEL L1Z F1) Lo, ) FROO' (A5.0 : O.7 1RonF 0.3 (-11 - 4,Q k, =}" 5 k 1 PS FMAro CAS a) ` o•7 FMo,N = 0.1 (1 ) - 4,9 +c'Ds 6 KIPS fin Fla Nn-1 f 56 u Th D I t z-not.! FP F KBPS F ma'.0 f 55 )41P-5 IV5 EA.5r / vtJEsT DIREcmnJ FeaoF 5 1( P5 FMA/A) = 5 F'95 FtR • • 12,00F DIAPHRAGM DE5 - SA5)S 7005 5D17W5) } -7 NORTH 56k.S11-4 D 12"CCT)cs VVWIt-dr, }Bo LS-5/Fr - V-6 b z 30' ct 3oo vq)Nr, 30 ITZ: I•< R (ix L too' M = iso()04)z = ZZSccitss 8 • RooF PANEL. S/811 cox \\if LG PEKPEMEnCLICAT• To T"RvS%, SPAN\ • TRcisS Th? C)-1012 Z • L A-MR AL FOK(E PER15 'D lc qt.AR To CC57,31-1).)00US PAhlE-1_ • PCi' P(c'jtA TO Uhlg(oCKE-D PGE rat. USE LOAt cASe- I FV01/1 5PF‘ts15 TABLE 4.2 C goo 400 us/FT > Vti„,T ALLovJ W7N D 911W V.4/I'7 -- - ) C) E - 514,E7.41-1-00G IO Com moN NA)LS CP W. WAIL. SeActrJC, AT DIAP14, 80(.4.17)AKtES AND .Sv7pagr ME--)vittkf ik C1CFP • CNoRD FoRCE C M 2 od = --/J Sae, LBS b 30 • A 55 LJ ME x Co S0, p € STLJD ) r+, 476-(/ 6) , 70 psi Ave-4 = IL Teo 0 4 Cgo,R1' cR_10E Table 4.2B Nominal Unit Shear Capacities for Wood-Frame Diaphragms o Unblocked Wood Structural Panel Diaphragms (Excluding Plywood for Ga)1,2,3,4 A B Minimum Minimum Minimum SEISMIC WIND Common Fastener Nominal Nominal Edge Nail Spacing:6 in. Edge Nail Spacing:6 in. Sheathing Grade Nail Size Penetration Panel Framing Case 1 Cases 2,3,4,5,6 Case 1 Cases 2,3,4,5,6 in Framing Thickness Width vb G. vs G. vs., v,,(in.) (in,) (in.) (pf) (kips/in.) (pIO (kips/in.) (Pi] (p ) 6d 1-114 5/16 2 330 9.0 250 6.0 460 350 3 370 7.0 280 4.5 520 390 Structural) 8d 1-318 3/8 2 480 8.5 360 6.0 670 505 3 530 7.5 400 5.0 740 560 10d 1-1/2 15/32 2 570 14.0 430 9.5 800 600 3 640 12.0 480 8.0 895 670 5/16 2 300 9.0 220 6.0 420 310 6d 1-1/4 3 340 7.0 250 5.0 475 350y 3/8 2 330 7.5 250 5.0 460 350 t r 3 370 6.0 280 4.0 520 390 ; A i. 3/8 2 430 9.0 320 6.0 600 450 r• mm 3 480 7.5 360 5.0 670 505 0 Sheathing and 8d 1-318 7/16 2 460 8.5 340 5.5 645 475 0 z Single-Floor 3 510 7.0 380 4.5 715 530 1 fn * 15/32 2 480 7.5 360 5.0 670 505 p 3 530 6.5 400 4.0 740 560 N 2 510 15.0 380 10.0 715 530 � V 0c 10d 1-1/2 15/32 3 580 12.0 430 8.0 810 600 Z z19/32 2 570 13.0 430 8.5 , 800 600 0 P 3 640 10.0 480 7.0 895 670 Ci) -C I. Nominal unit shear capacities shall he adjusted in accordance with 4.2.3 to Case 1 Case 2 Case 3 g,if used-- --- i 1m't sistance. For general construction requirements see 4.2.6. For specific 1.1..,(, 14. - 4. T_ '� p i ' ; 1 LI 1.. -.► requirements,d ` tDcel4.2.7.1 1cfor wood structural andne)diaragmse unit re- Load FramingBlocking,unit shear py 2. For framing grades other than Douglas Fir-Larch or Southern Pine,re- .11.-IT 1 i -_ l--i I _ duced nominal unit shear capacities shall he determined by multiplying the -1 I 1 I " f � i -- i __._;_- tabulated nominal unit shear capacity by the Specific Gravity Adjustment 1 1 LT1 I ' 1 1 _ - _ t-- -- k- -' Factor=[1-(0.5-G1).whereG=Specific Gravity of the framing lumber ! I ! 1 i - iiomthe 1i'DS.The Specific Gravity Adjustment Factor shall not be erecter ----1.-1 t 7 { i than (. i I 1 I } ! I ..1 , 3. Apparent shear stiffness values.G,,are based on nail slip in framing with Diaphragm boundary moisture content less than or equal to 19%o at time of fabrication and panel Case 4 Case 5 Case 6 stiffness values for diaphragms constructed with OSB panels.When ply- Load Blocking,if used . • - Framing wood panels are used.G,,values shall be determined in accordance with ' Appendix A. T t i.-.,T. _� T 4. Where moisture content of the framing is greater than 19%at time of tab- - ' ! ! I j , ! rication,G,,values shall be multiplied by 0.5. --- 1 ; }i:.__i.l_ � . I ( I - it I T1_LJ -_L-i._1 _ .�_• Continuous panel joints-- Continuous panel joints- CO ."'iii► • • DIAPH12 G1N,i DEFC;. LE1-1014 ( DE5)G,! Ei,/,s\5 2005 SDPwS) I �1 .._..w-T 1,'-.s v,'� ._ i 4 L l.5.4(10.s 1._2)1 - 1 78. l r`-F-T ' 1 8 o /F_-r- A u,-,v 2 11 'S)(5.s) IG. .1:.; 2. W = j30 r —_ .. _._ .—___.__ -- C= I ,4oU 00 Pte( CaNSEl,V/ST)i/(._ ;`lam F) IG 1 s rNt <TABLE 4-. 2 6) L= 1010, V = I B0 (,)00) _ C00 /FT 3DPw5 .4.2- I 3o AVArm = svL3 + 0. 2SvL, + 2 (x6..,-) eEAW loon Gz 2W Ao,Av3y 5(Ccvo):Icag�.__ -1- U -S(14,4)o1(Rxr) t ?C /�') - L > t .4t404 Zol 8(1.4)0414,.s15. ) boo() (I.5) _ 2 ( 3 0) AQagt = O. 10 -I. 1 . 0 + f). )7.-E-, &v1A1711 z 1. 2 8 S )N - I<,. a • S f G LOAD (HEAR WALL- LOAD SUMMA "( Z0 7,95 9 K I 9-5 RooF _ NoRi4 /S0v1-I4 Fw,�, = 18 k 1�s se,zA� S k yrs 1f1f1f 3 v' L, I WIND ;oNTRo1S / loo' re:X:1F EA s - / WEST Fw�Np - G <(P5 FSEs N►�c = 5 K It"5 30 1 ti o RT14 aE WIND Coh1TF:ol.e:, 3 K,ps -- oo1 P'L AN MAIN FLU t�arzn► `�UUTH �•SK�PS 7.5 "''"' Fw,ti,n I S Kt9S 5 K+Ps 3d t ti10 TH -* b\111-1D lop' PLAN P,'IA1 e.1 FC ooi2 CA5T/VEST urs 1,S 3 toPs S- -_"�--_-- �ss� S 1<' P-3 aF SEISMIC Co►.iTXdLs 2.5 2 3K1ps I00' FLAN • • HEA7Z WALL_ DES 1C4 ( De5(c wS45)S 20a5 SDPW-s) t ! \NALL CON STRUC?101J • 1/2 Cx TE R i ot,, 51dc`A11- f & (geri NAILS) • 2 x Co f a /Cc:10,c. • s/8 GwB ( No• Cv DRYwAcc_ 3�stetif5) ' RooF Nosz-r1.l j Sau'rN FROM TABLE 4. 3A , CULUMF,l E v„) = 730 : 3(cS /FT ( E DGS 5PAC'w. = CD 514CAru -PROM TABLE 4.38 , CoLUN)to 146 _ -7o /F r J8 Z T—QTA L �w,N�y = vW + V 4V,Ne3 = 3coS +70 = 43S' /FT suEA-ry Gua 54E, AJA LC. LE G r 4 = 3 vex. 20. 7 Pr 43S T21 4 ' 5►SEa Ty,4y„ FA 5'rENER. 31'g c'NG ( 8d NAILS) \/w ra � _ S32 . /ter SuEA-rx TtYrAi Vw„No = 532 +.70 = COUZ pr 5NEAR Wac_ LEA,,(TH = ,0 00 F-7- ca Tc3 TRY " '5 -1 Ea T'AJG FA s7E/l4 EE2 5 FA c,AiG ( lad N A ILS) \/w = 12'- c = ? 4S #/t=T -54CAIA n!G -7 T-DTAL Vw,Ny _ Ca45-+- -76 = 7 (S /FT SLI EAR WALL LEKtGT 3 = Q,aord _ 12. FT 7/ USG 0.1 TYPE 1 (SEGriOwiE,;a) SAEA WR!,tf iz �G A-T EAc 4 8LDv Co 1 IJER , AT EAc44 EA)D SNA LL • • AR WALL_ )G (De-5 22 • WAIL. coo1 -rR\icT)otJ • 1/2 EXTE4Z1oR `5-t1FATI11h?G (;Gd NA)L5) - $aTN 7) DES • 2xCp @ 16 oc S/$"GWg • TG-TRC. 54-(EAR V - VRaar 4` UMA FLIT, - 9)044 -t 7, Soa = 16, �y 'Ars- - MA) N FLboc LEvCt,= waRTH• 1SoLiT1i. MRY ��1rA1-)4 r�c� Bo-n4 ( iod f.1AiL5 AT 4”0.c..) REF. AWC ZOOS SDP\ /S T4&CE COLUMN S vw = (z) )290 _ )2`10 /Fi• -5m€40,. ? TOTAL )z90 !E r 040 G W B nr.IT R! R U Tiur) ) W fhb SAF-AR wAC( L,ENG"TH o 9,46d4-7,5M - I2. 8 Pr )Z90 U5E (z) TYPE _ (SEGMEACT-c ) 5ti r--1)/2 LG Ar EA z N BLDG CORUEu AT EACH EUD 1NA I L Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls1,3 �> Wood-based Panels (Excluding Plywood for Ga)4 A B 1 SEISMIC WIND Minimum Minimum Panel Edge Fastener Spacing Nominal Fastener Panel Edge Fastener Spacing(in.) Sheathing Panel Penetration Fastener (in, Material Thickness in Framing Type&Size 6 4 3 2 6 4 13 2 (in.) (in.) v, G, v, G, vs G, v, G, vw vw vw vw (pit) I (kips/in.) (plf) (kips/in.) (plf) (kips/in.) (Of) (kips/in.) (Of) (Plf) (Pif) (Plf) Nail(common or galvanized box) Wood Structural 5/16 1-1/4 6d 400 13.0 600 18.0 780 23.0 1020 35.0 560 840 1090 1430 Panels- 318' 460 19.0 720 24.0 920 30.0 1220 43.0 645 1010 1290 1710 Structural l'5 7/162 1-3/8 8d 510 16.0 790 21.0 1010 27.0 1340 40.0 715 1105 1415 1875 15/32 560 14.0 860 18.0 1100 24.0 1460 37.0 785 1205 1540 2045 15/32 1.1/2 10d 680 22.0 1020 29.0 1330 36.0 1740 51.0 950 1430 1860 2435 5/16 1-1/4 6d 360 13.0 540 18.0 700 24.0 900 37.0 505 755 980 1260 m 3/8 400 11.0 600 15.0 780 20.0 1020 32.0 560 840 1090 1430 '> Wood Structural 3/8' 440 17.0 640 25.0 820 31.0 1060 45.0 615 895 1150 1485 fr- Panels- 7/16' 1-3/8 8d 480 15.0 700 22.0 900 28.0 1170 42.0 670 980 1260 1640 0TI Shthing ' _X ea ' 15/32 520 13.0 760 19.0 980 25.0 1280 39.0 730 1065 1370 1790 M C) 15/32 620 22.0 920 30.0 1200 37.0 1540 52.0 870 1290 1680 2155 C) D 1-1/2 10d z 19/32 680 19.0 1020 26.0 1330 33.0 1740 48.0 950 1430 1860 2435 171 oNail(galvanized casing) m • O0 Plywood Siding 5/16 1-1/4 6d 280 13.0 420 16.0 550 17.0 720 21.0 390 590 770 1010 y �1 0 3/8 1-3/8 8d 320 16.0 480 18.0 620 20.0 820 22.0 450 670 870 1150 -I cNail(common or 2 C) Particleboard galvanized box) r= Sheathing- 3/8 fid 240 15.0 360 17.0 460 19.0 600 22.0 335 505 645 840 to (M-S"Exterior 3/8 8d 260 18.0 380 20.0 480 21.0 630 23.0 365 530 670 880 Glue"and M-2 t/P 280 18.0 420 20.0 540 22.0 700 24.0 390 590 755 980 ...4"Extenor Glue") 1/2 10d 370 21.0 550 23.0 720 24.0 920 25.0 520 770 1010 1290 111 5/8 400 21.0 610 23.0 790 24.0 1040 26.0 560 855 1105 1455 Nail(common or galvanized roofing) Fiberboard 8d common or 11 ga.galv. Sheathing- 1/2 roofing nail(0.120"x 340 4.0 460 5.0 520 5.5 475 645 730 Structural 1-1/2"long x 7/16"head) 8d common or 11 ga.gals. 25/32 roofing nail(0.120'x 360 4.0 480 5.0 540 5.5 505 670 755 1-3/4"long x 7/16"head) . Nominal unit shear capacities shall be adjusted in accordance with 4.3.3 to determine ASD allowable unit shear capacity and LRFD factored unit resistance. For genera) construction requirements see 4.3.6. For specific requirements. see 4.3.7.1 for wood structural panel shear walls, 4.3.7.2 for particleboard shear walls. and 4.3.7.3 for fiberboard shear walls. Shears are permitted to be increased to salues shown for IS 32 inch sheathing with same nailing provided (a) studs arc spaced a maximum of 16 inches on center. or(hi panels are applied with long dimension across studs. For framing grades other than Douglas Fir-Larch or Southern Pine.reduced nominal unit shear capacities shall be determined by multiplying the tabulated nominal unit shear capacity by the Specific Gravity Adjustment Factor=[I--(0.5 -G)),where G=Specific Gravity of the framing lumber from the ADS.The Specific Gravity Adjustment Factor shall not be greater than I. 1. :Apparent shear stiffness values,G,,,are based on nail slip in framing with moisture content less than or equal to 19%at time of fabrication and panel stiffness values for shear walls constructed with OSB panels. N When plyssood panels are used,G,,values shall he determined in accordance with Appendix A. W . Where moisture content of the framing is greater than 19°)at time of fabrication.Ci,,lalues shall be multiplied by 0.5. grip. ti110 411a. Table 4.3B.,Nominal Unit Shear Capacities for Wood-Frame Shear Walls1 Gypsum and Portland Cement Plaster A B Sheathing Material zMax. a Max.Fastener Max. SEISMIC WIND Material Thickness Fastener Type&Size Ed e Spacing 3 Stud G. v, g p 9 Spacing (pif) (kips/in.) .1 7" 24" unblocked 150 4.0 150 4" 24" unblocked 220 6.0 220 5d cooler(0.086"x 1-5/8"long,15/64"head)or 7" 16" unblocked 200 5.5 200 wallboard nail(0.086"x 1-5/8"long,9/32"head)or 0.120"nail x 1-1/2"long,min.3/8"head 4" 16" unblocked 250 6.5 250 cn 7" 16" blocked 250 6.5 250 'V 1/2" 4" 16" blocked 300 7.5 300 A 8/12" 16" unblocked 120 3.5 120 D 4/16" 16" blocked 320 8.0 320 0 No. Type6SorW drywalllong G screws 1-114" 4112" 24" blocked 310 8.0 310 � r Gypsum wallboard. 8/12" 16" blocked 140 4.0 140 G6 f7 gypsum veneer 6/12" 16" blocked 180 5.0 180 Z D. base,or water- ,0 Z resistant gypsum 7" 24" unblocked 230 6.0 230 XI o backing board 6d cooler(0.092"x 1-7/8"long, 1/4"head)or 4" 24" unblocked 290 7.5 290 0 m wallboard nail(0.0915"x 1-7/8"long,19/64"head)or C cn 5/8" 0.120"nail x 1-3/4"long,min.3/8"head 7" 16" blocked 290 7.5 290 N Qc 4" 16" blocked 350 8.5 350 0 D No.6 Type S or W drywall screws 1-1/4"long 8112" 16" unblocked 140 4.0 140 Cl) 8/12" 16" blocked 180 5.0 180 0 Base ply-6d cooler(0.092"x 1-7/8"long.1/4"head)or X cn 5/8" wallboard nail(0.0915"x 1-7/8"long,19/64"head)or Base:9" gj 0.120"nail x 1-3/4"long,min.3/8"head 16" blocked 500 11.0 500 Z 5 Face ply-8d cooler(0.113"x 2-3/8"long,0.281"head)or C7 p (Two-Ply) wallboard nail(0.113"x 2-3/8"long,3/8"head)or Face:7" a Z 0.120"nail x 2-3/8"long,min.3/8"head z 0 1/2"x 2'x 8' 4" 16" unblocked 150 4.0 150 c 0.120"nail x 1-3/4"long, 7/16"head,diamond-point,galvanized m 1/2"x 4' 4" 24" blocked 350 8.5 350 Gypsum sheathing 7" 16" unblocked 200 5.5 200 3r 6d galvanized cooler(0.092"x 1-7/8"long,1/4"head)or 4/7" 5 5/8"x 4' wallboard nail(0.0915"x 1-7/8"long,19/64"head)or 16" blocked 400 9.5 400 0.120"nail x 1-3/4"long,min.3/8"head 3/8"lath Gypsum lath,plain and 1/2" 0.092"x 1-1/8"long,19/64"head,gypsum wallboard blued nail or 5" 16" unblocked 200 5.5 200 or perforated plaster 0.120"nail x 1-1/4"long,min 3/8"head Expanded metal or woven wire lath 7/8" 0.120"nail x 1-1/2"long,7/16"head 6" 16" unblocked I 360 9.0 360 and Portland cement plaster I. Nominal unit shear capacities shall be adjusted in accordance nn ith 4.3.3 to determine.-NSD allom able unit shear capacity and LRFD factored unit resistance.For General construction requirements see 4.3.6 For specific requirements.see 4.3.7.4. 2. T\pe S or W drywall screws shall conform to requirements of ASTM C 10112. 3. Where is a numbers arc s1'en for maximum fastener edge spacing.the first number denotes fastener spacing at the ed es and the second number denotes fastener spacing in the field. 14 .4 Ur,0 if, i r. mem 0 nsa"1ea_"1n%ah I '71,'sa'1 Uri IIMIII i S '514 t:.,:,4V. \•.1VA LL N <31_1, P U W?J --17 WALL_ .�W i <�..Aii W,ar - 1 'i '. v SYn,..r= (7 /Z. - 4..J 1ti,rte i 3- 1 1 I f ` 4,5 ( ►0.5 ) 7. 2 KIP-3) 1 T Vu,j 17 - '1...2 ' `I-- . ()'42 LEI PT v2t, "L5Cfl_ - 1 5-0 I.S IFT- -3tlE.AC 'L,J ';attar 3n 09" tales, S x. WALL. 5-VV 2 Eq c u �,h/.� tic. `} —__ a \1F 7, 5 _ 3,75 x IP.- ?- )0.S' i k )►.0 FT � � 1 i L,.,wU - . '' ! '- -- -- ` '"--.4' 1= 4,s12z,i13-) t 3750)) _ �2, I k i G, 5 { 1 r1.n , / T , .,- WALL SW3 ( EA;41 WACO) k,�?-, —_ 4 V,e0.F ' V,Ps f I it) -- )0, s rT ! I lo,S L r,.�� - 8 FT I 1 = -sO0,ss) = 3,9 K z 4K/ 5 i T 8 CI FofL SVJ1 ANC) SW , Lt5E 5DNA)'5a►J NoCa-D•cvv+/)`a HDU8- SIDS 2.� LOAD c--AFAQ:)TY ` 7, 87.0 K )PS ( SEE ATTACMED SAEE1) FocZ SvV= , USE S) MPSQN 4oLD - DoWN 4Du ►1 - SDS2..g. x 2 L.oAD CA n4= r1Y = 2 (1), )75) = 223S LsS = 22.3 KIPS (SEE- ATTACH FD S 4 EFT) Holdowns&Tension Ties �yIit :��®.i. z HDU Holdown ---- -_ 6oEERE0 This product is prelerable to similar connectors because of W 0 w ! a)easier installation,b)higher loads,c)lower installed cost. --: Vertical Wood or a combination of these featureso I Member Thirknes b !o i I.1►1 HDU Holdowns are pre-deflected during the manufacturing i. o process,virtually eliminating deflection under load due to material stretch. o 0 Pool Holes for They use Simpson Strong-Tie' Strong-Drive'screws(SOS)which install ljjet,ct ,nn �" easily and provide reduced fastener slip.Using SDS screws results in a Purposes n Ia Studs/Post y greater net section,when compared to bolts,as no material is removed. r sienerRe ip_ h . H o The HDU series of holdowns are designed to replace previous versions �° I Threaded y of the product such as PHD's as well as bolted holdowns.The HDU2,4 �l m 1 I nod y and 5 are direct replacements for the PHD2,5 and 6,respectively. (, I I _ l i For more information on holdown options,contact Simpson Strong-Tie. SPECIAL FEATURES: i•Pre-deflected body virtually eliminates deflection due HDU _ y. . i� Joissi y to material stretch U S.Patent If 6.112,495 :� t i •Uses SDS screws which install easily,reduce fastener slip,and @,`l -- i — — 2-2e provide a greater net section area of the post compared to bolts Blocking I •SDS screws are supplied with the holdowns to ensure 4 proper fasteners are used. ;- _ •No stud bolts to countersink at openings. Post I 1 Mennnnn MATERIAL:See table FINISH:Galvanized wood Typical HOU Tie sze by �� i I i c"1 member 0 Between Floors INSTALLATION: •Use all specified fasteners.See General Notes. Designer o ""�"ess •For use in vertical and horizontal applications. I •No additional washer required. I b gi ...,/,_' •To tie multiple 2x members together,the Designer must determine I ', the fasteners required to join the members to act as one unit j I 'k 0 Preservative-heated ----"V v -- Horizontal HDU without splitting the wood.See page 20 for SDS values. t"`reqr uay be ed r('1,I em r:l 0 et Installation •See SB and SSTB Anchor Bolts ons pages 27-29 for anchorage options. I (Plan View •SDS screws install best with a For holdowns,per ASTM test u o lo eed •a w"shex headhdriver, drill with liestandards, handr-tight l Itwith cions dehat with \ _:.------ - Refer to technical bulletin t T-ANCHORSPEC for post-installed given to possible future wood l anchorage solutions(see page shrinkage.Care should be taken to .-n.-- nut'.horn. it'"'9et 191 for details). not over-torque the nut.Impact _______/\,_._...„. 41 CODES:See page 12 for Code Reference wrenches should not be used. Vertical HDU Installation See footnote 7 Key Chart. Dimensions Fasteners Minimum Allowable Tension Loads(lbs.) (in.) ! Wood (160)' MNoel CoGa J Anchor ' Member Deflection at Retie W H B i SO I Bolt Dia. ; Screws Thickness' DF/SP SPF/HF !Allowable Load'e ! i I (in.) (in.) (in.) HDU2-SDS2.5 ( 14 1 3 8"/6 31/4 13/e % . 6-SOS'/'x2'/2 ' 3 3075 2215 i 0.088 HDU4-SDS2.5 14 f 3 10 /w 3/4 1% a 10-SDS x2/2' i 3 4565 3285 0.114 f I a • HDU5 SDS2.5 14 3 133,6 3!!, t 13/a s% 114 SDS''/,"x2'/z' 3 5645 4065 I 0.115 3 5980 4305 • 0.084 z HDUn SDS2 5 10 3 16'-n 31/2 1 :• I 't, 20-SOS .x21'2' - 16,L24. 4' 7570 5665 0113 F5 51/29535 I 6865 i 0.137 HDU11-SDS2 5 } 10 3 22!'4 3Y2 11/2 1 30-SDS''a"x2'/2" i a7. . I I ! 7'/4 11175 i 8045 0.137 — 14390" 10360 • 0 177 • HDU14-SDS2 5 7 I 3 25''-re 3'.a 19,',,, it,,c 1 . 36-SOS'.,"x21, ( 5',2'' 14925"3 : 10745 0.177 z 1 Allowable loads have been increased for earthquake or wind load durations with fasteners.Holdowns shall be installed centered along the width of the attached post no further increase allowed:reduce where other load durations govern. 5 Tension values are valid for holdowns flush or raised off of sill plate _, 2 The Designer must specify anchor bolt type,length and embedment See SB and 6 Deflection at Highest Allowable Tension Load includes fastener slip holdovm ;, SSTB Anchor Bolts(panes 27-29).Refer to technical bulletin T-ANCHORSPEC for elongation,and anchor bolt elongation(L=G').Additional elongation of anchor bolls c retrofit anchor solutions(see page 191 for details). shall be accounted for by the Designer when holdowns are raised higher than 6' f 3 Structural composite lumber columns have sides that show either the wide face or the 7 Tabulated loads may he doubled when the HOU is installed on opposite sides of the oedges o1 the lumber strands/veneers.Values in the tables reflect installation into the wood member provided either the post is large enough to prevent opposing holdo'an wide face.See technical bulletin T-SCLCOLUMN for values on the narrow face(edge) screw interference or the holdowns are offset to eliminate screw interferences, (see page 191 for details). 8.Noted HDU14 allowable loads are based on a 55r wide post(656 nun I a 4.Post design by Specifier.Allowable load values are based on a minimum wood member All other loads are based on 3'L wide post minimum . o thickness in the direction of the fastener penetration.Posts may consist of multiple 2x o members provided they are designed to act as one unit independently of the holdown 9 Requires heavy hex anchor nut to achieve tabulated loads(supplied ivdli hofrloim) t;- PHD Predeflected!letdown - The PHD Series of pre-deflected holdowns are being replaced by HDU holdowns. For specifications that . call for a PHD, contact Simpson Strong-Tie for equivalent HDU models. See above for details on ' the HDU series of pre-deflected holdowns. -:.; 37 i `'- • • 77 L-r�1, W/\Lr i_.. S C H E f U t..1 L V — _" _.._.. _, 1 51-4 F I\NAL) C gj V,;thl' I it\/ 1tX1CA: j \NAN 1 P1D4i✓ Uo'1;.': i'i.,ATl:, , I t RAh�, C,t c)1-'T'1t{ r i>11G'A.Tyr ♦( i E4}!'^T 1 I nr-,TL4a..C7 i %.xt r,t�n ArY 1 I ,4 ij +' Ii %-i 3.i:. ,_ �w i , r , :r , . .�,. ,}.a Iry r, I i BARK 1 t•IAT,'K i a MARK 1 r-14..Q y I Err NOTES I. SEE PLANS FOR SHEAR R 'WAS;_ t'AR<S SW__ - 2. SEE SN EAT)-111G ANP ANci4oK ScNCDULES Fol ADDITIoNP•L (NFoRM,ATtON, SHEAt G, �— e ATc,z, , rt-,---:1.,,_, . , F , , O ,, '1`1�1 TJ �}�CHTy-14 r.:C� t•�'rn t ti x.l is L iJ k� 1.:-,-1-..-t,.:�1 �� f�`� I`., ..,:, t.J.,a r 'MARK TYPE TOIc:s.t-4E...�:f BoUtiDAr`f L- LD SIZE.. ;Uf('oF: I tr'_i4 s PLY000 15/ r Ucoml.. t . "1._._.. ,r Vii p kJ ., _ S L1.GJ G7t', 8D, �O 7 ' 'D -r ( ', � -,:.,,, , 28 3I.1%Az WALL MOLD -DOWN, ANCi 6g 5Ci-it=DuLE 14 OLD - DOWN HOLD - DOWN ST4'DS A-T ANCHa MSK At4CW�� H`z� - 1�awu Rc,v I� i4D.JS - 5bsZ.5 _ 4 sSiiS Zb . i -3)152. S S5ft3- 2f,' Nodi E-5 1 . PRau»t: 1-1aL.D-• bowN Ms'Nekft (S) AT LACK 45 ND cal: CACH LENGTH OF Sri EAR WAIL . 2. HcLD - DOWN ANCNo,S AND AWc A.1g ROOS SNAIL E3 B 5)MrSor i v Acc Ci'1 t EQvi VALeN . 3. PilaUiDCE c g Sot,;-rNoz .i. PiNIE Posi (S i(.Fas) Ar H©LD - DOWN ANC HORS. Sgc.42 v>✓ALL 5)LL PLA-TM ANCHORAGE NILE ANcmo> ck *To F MATick.., 1-(=, 'wA u. 'i A i ElL:Lcs'y MARC DiAm - SPACit G i(:d NA)LN'Ac,fiG Sir+n'S 3 LI? - i ` � J " _ '• N i . ONE A;JSN Zco 2E'C,o...hiZet) Vv�Tiy►N �Zut= �A�N Cid ur SNeA; WALL SC:GM+;t1T W►TN INM2MED'ATE AU..tCNc,: 5 'Ai`'D A5 /14DicAT€D. 2. ADAcsiVr ANcHop.5 MA ' aC ir)SSCD iw L,c.L) er- CA51- - C< ANCNCR RoD5 . 1/441)/A X 7 ENf$:DMtWT MAi' ac: USED WARE /4I D/A Atict-►c?1; Q6735 ARE SPFc')F)CD . 3. PRvJ)Dc ADD,r!c AL SCNct>ut.ci,C ANCNLZ Robs AT 1.4Qi.b- Dow1.1 ANON Rs AS INDicA T Lt SN S1-1—CAR. WALL Hcs.D - SCHEDULE". g. , 1'9OklE.IRIC' • it Ii I I II -1 II II NI 114 Tates I 1/0- 9/1. 'Auk l' F1L-PNG Loci4vx14 roe rt. 1,61 .,x,, ( riti o y.. qmitimr-ir Kofrizerxic Uo It. o9• ►o R. 41 Au-paut4 . {-1-(43 1 . auExs.igr;ue,r, �� ).F1 ').21ns1�f-r9nz? • J.z1 ��- • -;(1trtlr-iv t 21 01 •bo •11u27-7 ort erah ) A1vjilfwt, 0714 :alp cks A% c. e) (v 1� k M��, ,L ,s g I -II I , i II II W • AREA VARIANCE APPROVAL RESOLUTION MOTION TO APPROVE AREA VARIANCE NO 52-2010 TOM WESSLING AND 'ROGER BROWN, Introduced by Richard Garrand who moved for its adoption, seconded by Joan Jenkin: 10 Montray Road. Applicant proposes removal of two existing residential structures on a .52 acre parcel and construction of a 6,000 square foot building for retail business and .karate studio. The relief required, 42 feet of Travel Corridor Overlay relief as per Section 1794-030; 48.16 feet of west front setback relief and 26.17 feet of north front setback relief. Both setback requests as per 179-3-040. Also requesting nine feet of south rear setback relief as per 179'3'040, reduction of 11 spaces from the 29 space requirement for retail as per 179-4-090, and two feet of length relief for all 18 proposed parking spaces as per 179.4-090. -in making the determination, the Board shall consider Whether benefits can be achieved by other means feasible to the applicant. Given the size of this lot and the topography of this lot, we think the applicant has done a decent job of designing this retail space. To get a building of that size in there on that topography I think that the applicant has done the most logical thing. Win this produce an undesirable change in the neighborhood or character to nearby properties? No, we think it's an improvement to the neighborhood. Taking out two old structures and replacing them With a new, modem structure, an with modem amenities, stormwater control and septic should be an improvement. Whether this request is substantial, given the magnitude of this project and the number of variances, this might be deemed substantial. Will this request have adverse physical or environmental effects on the neighborhood? Given the stormwater proposal and the information provided by the engineer at hand, from what we can tell, this won't have any adverse environmental impacts on the neighborhood. Is this difficulty self-created? Because it's the applicant wishing to come before us with this application to build this building, it may be deemed self-created. So I move we approve Area Variance No. 52-2010. Duly adopted this 22nd day of September, 2010, by the following vote: AYES: Mr. Clements, Mr. Koskinas, Mr. Urrico, Mr. Kuhl, Mrs. Jenkin, Mr. Garrand, Mr. Underwood NOES: NONE SIGN VARIANCE SEORA RESOLUTION MR, UNDERWOOD-Okay. They gave us the Short Form with their packet, right? Yes. Okay. I'll go through the Short Environmental Assessment Form. Again, the project information is all on the form that they submitted, and project applicants are Tom Wessling and Roger. Brown, for R 8 TAntiques, and the project location is Queensbury in the Town of Warren, and it's, again 10 Montray Road, the corner of Montray and New York State Route 9. In describing the project briefly, the placement of a sign to accompany the construction of the new retail building which encompasses both their current business and the karate studio, professional offices and/or permitted uses. The sign will be in the front on Route 9. Parking and setback variances will be required in the back, but that, we've already granted the relief for those. We're just talking about the sign here. As far as, does the aspect of the action have a currently valid permit or approval. There currently is no sign on the premises where they're proposing to place the sign, but, and as a result of the proposed action, will the existing permit approval require modification? I don't believe so. They submitted what relief was necessary here, and that's what we're going to be granting them, as far as the process goes. Does the action exceed any threshold as far as we're concerned? It apparently does extend into the corridor that's provided, the Travel Corridor Overlay, but as far as, it has been identified the amount of relief that's being requested is minimal and dl's less than relief than for almost every other sign along the corridor there, I think, with the exception of maybe one or two that are set back the proper distance. The hotel up the road I think is at proper distance and I think also the restaurant just up the road also. As far as the project having an impact on the environmental characteristics that cause the establishment of a CEA, I don't think we're dealing with that here, because we're on a relatively busy commercial corridor. So I don't think that that's going to be a problem, and as far as any environmental impacts as far as the sign goes. I don't believe there are any. I think the traffic issues have been dealt with, and it's set back for a reasonable distance so that any traffic exiting Montray Road would be able to see the flow of traffic coming from the north or the south at that point in time. So, based upon the analysis having been done, I would give it a Negative Declaration. MOTION THAT BASED UPON THE ANALYSIS HAVING BEEN DONE I WOULD GIVE THE SIGN VARIANCE A NEGATIVE DECLARATION, Introduced by James Underwood who moved for its adoption, seconded by Richard Garrand: 10 Montray Road. Duly adopted this 22"d day of September, 2010 by the following vote: AYES: Mr. Urrico, Mr. Koskinas, Mr. Clements, Mrs. Jenkin, Mr. Kuhl, Mr. Garrand, Mr. Underwood NOES: NONE SIGN VARIANCE APPROVAL RESOLUTION MOTION TO APPROVE SIGN VARlAh10E N 10 TOM WESSLING BROWN, Introduced by James Underwood who moved for its adoption, seconded by Ronald Kuhl: 10 Montray Road, They're proposing construction of a 50 square foot monument sign within the 15 foot minimum setback requirement for freestanding signs, and they're seeking 13.35 feet of setback relief for a proposed 50 square foot freestanding sion fronting on State Route 9. As far as undesirable change, we feel that the sign will be, because of the nature of it being a monument sign, it's not gang to be a detriment to the neighborhood. The topography of the lot makes it necessary to place the sign in the proposed location for proper exposure of the business and most businesses require signage to be identified by passing traffic, and whether the proposed variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district, the nature of the sign as proposed seems to be very adequate for their needs, as far as advertising the business, and also with the addition of the shrubbery and vegetation it's going to look quite nice, and whether the alleged difficulty is self- created, the difficulty may not be self-created as the lot topographically appears to dictate the proposed location of the sign. So I would move for its approval. Duty adopted this 2Z d day of September, 2010, by the following vote: AYES: Mr. Clements, Mrs. Jenkin, Mr. Garrand, Mr, Koskinas, Mr. Urrico, Mr. Kuhl, Mr. Underwood NOES: NONE SITE PLAN APPROVAL RESOLUTION MOTION TO APPROVE SITE PLAN NO 59-2010 TOM WESSLING 8 ROGER BROWN, Introduced by Stephen Traver who moved for its adoption,, seconded by Paul Schonewolf: Paragraph A complies. a) Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 179-9-080]], the Planning Board has determined that this proposal complies with the requirements as stated in the Zoning Code; and b) The requirements of the State Environmental Quality Review Act have been considered and the Planning Board has adopted a SEQRA Ne0ative Declaration; and c) Final approved plans, in compliance with the Site Plan, must be submitted to the Community Development Department before any further review by the Zoning Administrator or Building and Codes personnel. The applicant must meet with Staff after approval and prior to issuance of. Building Permit and/or the beginning of any site work. Subsequent issuance of further permits, including building permits is dependent on compliance with this and an other conditions of this resolution; and d) As -built plans to certify that the site plan is developed according to the approved plans to be provided Dilor to issuance of the certificate of occupancy; and e) The Sanitary Sewer connection plan must be submitted to the Wastewater Department for its review, approval, permitting and inspection; and f) The limits of clearing will constitute a no -cut buffer zone, orange construction fencing shall be installed around these areas and field verified by Community Development staff g) Engineering sign -off required prior to signature of Zoning Administrator. h) If curb cuts are being added or changed a driveway permit is required. A building permit will rfgt be issued until the approved driveway permit has been provided to the Planning Office. I) The applicant must submit a copy of the following to the Town: 1. The project N01 (Notice of Intent) for coverage under the current NYSDEC SPDES General Permit or for coverage under an individual SPDES prior to the start of &ny site work. 2. The project NOT (Notice of Termination) upon completion of the project; and 1) The applicant must maintain on their project site, for review by staff: 1. The approved final plans that have been stamped by the Town Zoning Administrator. These plans must Include the project SWPPP (Storm Water Pollution Prevention Plan) when such a plan was prepared and approved; and 2. The project NOI and proof of coverage under the current NYSDEC SPDES General Permit, or an individual SPDES permit issued for the project. k) This plan is approved with the following two conditions: 1. Final plans to be revised to show appropriate inlet gate protection during construction. 2. Lighting plan on final plan modified to obtain compliance with Code. The lighting plan shall be modified to alter the fixtures from 150 watt to 100 watt, to obtain compliance. 3. Engineering signolf. Duly adopted this 30d' day of September, 2010, by . the following vote: AYES: Mr. Schonewolf, Mr. Magowen, Mr. Jaclkoski, Mr. Krebs, Mr. Traver, Mr. Sipp, Mr. Hunsinger NOES: NONE MAP REFERENCE: MAP OF LANDS OF FRANK BORK & ALEXANDER J. POTENZA DATED: AUGUST 23, 1995 BY., COULTER & McCORMACK 210 Ce RIM -205,a4 210 BENCH MARK NAIL IN UTILITY POLE NM 61 1/2 ELEV. = 206.88' Ca RIM -204.97 IImo©� l/V 100 - .Ln ftf l� 4 LUI.oa so U / CQ if'1!-i LANDS N/F OF 0 DEPOT U. S.A., INC. CD LLI G.M. .ti4 31081132 at , 0 CB W Oji z U a Z� RIM -204.20 ............... 0 >1 O �,.� Gad ;r ! O ae Cr V1 W V1 h :: : C1 o- / STgIR5 e 12. BIRCH r ❑ TEL. 3 Z �0 yY "1 co 4QN T,RA Y F o ; i AREA 24,P93 sq. ft. i LL Q c N } lea o i Q. acres vt000Eo / 0 , } ` o a .. r LTL.. LARrfE TREES Q Q ' CL R AD, ?: :.i 58'05•E r 'Q b , K �" 2 10.:,93/ p V OAK /? CONCRETE SURFACE A C.M. =CONCRETE HIGHWAY MONUMENT O\ SIGN STAIRS / , , rR S Ca RIM -204.97 IImo©� l/V 100 - .Ln Z.STAr U / CQ LANDS N/F OF 0 DEPOT U. S.A., INC. CD LLI G.M. .ti4 31081132 ('y 0 CB W Oji z U a Z� RIM -204.20 ............... 0 >1 O �,.� Gad W 0 A^l1 W ae Cr V1 W V1 h :: : C1 o- / STgIR5 e 12. BIRCH r J 1 3 Z �0 yY p co 45.54' F o ; i AREA 24,P93 sq. ft. i W Q c N } lea o i Q. acres vt000Eo / 0 Q } ` o a .. r LTL.. LARrfE TREES Q Q LANDS NW OF ALEXANDER POTENZA FRANK BORK 681/305 � o DRO3.l5zfi�� HN�re� A.- J Uy � 6 --is FO � W 1,LLVVII <M<W 1 mAy; .,0f C CO M CQ LANDS N/F OF 0 DEPOT U. S.A., INC. CD LLI .ti4 31081132 ('y 0 z W Oji z U a Z� ............... 0 >1 O �,.� Gad W 0 A^l1 W Cr V1 W V1 C1 b Cr r ,� Z �0 yY p co Cd 1 W a N W r0 co t j O� LTL.. 0 CL 'Q LEGEND: A C.M. =CONCRETE HIGHWAY MONUMENT O \ O IRS = IRON ROD SET/TO BE SET O cW = UTILITY POLE o CB ❑ = CATCH BASIN •— V = FIRE HYDRANT Wv = WATER VALVE Z =WOOD FENCE w =CHAIN LINK FENCE �a = EDGE OF WOODS W 4 VERTICAL DATUM: ASSUMED cici CONTOUR INTERVAL = 1 FOOT O w � PW N Z rU O •til V � 4� a tU ti � a O tke f" O Ow O '° E-1 a Cd W O 0 Cr P4 4,4� O O E LANDS NW OF ALEXANDER POTENZA FRANK BORK 681/305 � o DRO3.l5zfi�� HN�re� A.- J Uy � 6 --is FO � W 1,LLVVII <M<W 1 mAy; .,0f I V > 2010 ZoningvAdrr;ir, sYr 7— - TOWN OF'iUEENS°i!FtY Dates J* A 2010 scale r -2o' S-1 SHEET I OF 1 D1619 IG. NO. 10071 C CO M CQ LANDS N/F OF DEPOT U. S.A., INC. .ti4 31081132 ('y 0 z W Oji z U ... ... _ _.._. ............... 0 >1 _....... �,.� Gad z A^l1 W Cr V1 V1 b O yY p co Cd 1 W r0 co t j I V > 2010 ZoningvAdrr;ir, sYr 7— - TOWN OF'iUEENS°i!FtY Dates J* A 2010 scale r -2o' S-1 SHEET I OF 1 D1619 IG. NO. 10071 Lq ZONING REGULATIONS HC—INT — COMMERCIAL INTENSIVE TAX MAP NO. 296.17-1-50 TRAVEL CORRIDOR OVERLAY DISTRICT MINIMUM LOT SIZE = 1 ACRE MINIMUM LOT ROAD FRONTAGE = 50' MINIMUM LOT WIDTH = 150' MAXIMUM BUILDING HEIGHT = 40' FLOOR AREA RATIO = 0.3 FRONT SETBACK = 75' SIDE SETBACK = 20' (50' TOTAL) REAR SETBACK = 25' MINIMUM LANDSCAPE AREA = 30% PERCENT PERMEABLE = 309 PARKING REQUIREMENTS RETAIL BUSINESS: TOWN OF QUEENSBURY REQUIREMENT 5 SPACES PER 1000 SF OF RETAIL AREA RETAIL SPACE: 6000 SF (3000 SF FIRST FLOOR & 3000 SF LOWER) TOTAL SPACES REQUIRED: 30 EX157NG MOUSE LOCATION MAP >_ Q --�. 0 � n 12"x18" DOT SIGN MOUNT U) 4 0 1. 60" TD BOTTOM OF SIGN N Q = 3 GAG' 1 NO , P� i 0 f, _. 1 1 _ 1��r-� .............. .._.........................:.. . ,:... :.�".:. i � • ` � � TIME 12'"x18" DOT SIGN MOUNT 60" TO BOTTOM OF SIGN FESERED Lk PAFifCNQ INTERNATIONAL SYMBOL OF ACCESSIBI TY 0 Lk PROPOSED POLE " - 254.93' 1 CONCRETE BLOCK MOL�tm G11T-per __ _ NOTE BUILDING _ f N83 °? 1 ' S y u — — PARI WG LOT tl7f TL12E N 1 =� NDI CA TED ACTOR SHALL INSTALL SIGNS AS 1 W I 20' PARNG LOT TO WALL > LEHSE I,T� HANDICAPPED ACCESSIBLE 2 34' FROM PROP05ED WOODEN SITE DEVELOPMENT DATA TOTAL LOT AREA 0.57 ACRES / 24,693 SF EXISTING ADA ACCESSIBLE DESIGN STANDARDS: FRONT — RT 9 EXISTING IMPERVIOUS AREAS ' `''' NO. OF SPACES: NO. OF ACCESS. SPACES: 1820 SF - ' 1-25 ACCESSORY STRUCTURES 82 SF 0 26-50 2 1086 SF 10, 387 SF 9301 SF PORCHES/DECKS 435 SF 0 51-75 3 Checked: GTH Scale: 1"=10' 76-100 4 3423 SF 13,387 SF 101-125 5 13.869 54.219 40.35X TOTAL SPACES PROVIDED: 18 ►�¢'" , jhgater TOTAL ACCESSIBLE SPACES: 2 (1 FOR UPPER FLOOR, 1 FOR LOWER AREA) t f' SYS s 475 Qaeensb y hh Queunaburyy C :$ ° Hrrh �h SITE LOCA TION EX157NG MOUSE LOCATION MAP >_ Q --�. 0 � n 12"x18" DOT SIGN MOUNT U) 4 0 1. 60" TD BOTTOM OF SIGN N Q = 3 GAG' 1 NO , P� i 0 f, _. 1 1 _ 1��r-� .............. .._.........................:.. . ,:... :.�".:. i � • ` � � TIME 12'"x18" DOT SIGN MOUNT 60" TO BOTTOM OF SIGN FESERED Lk PAFifCNQ INTERNATIONAL SYMBOL OF ACCESSIBI TY 0 Lk PROPOSED POLE " - 254.93' 1 CONCRETE BLOCK MOL�tm G11T-per __ _ NOTE BUILDING _ f N83 °? 1 ' S y u — — PARI WG LOT tl7f TL12E N 1 =� NDI CA TED ACTOR SHALL INSTALL SIGNS AS 1 W I 20' PARNG LOT TO WALL > LEHSE I,T� HANDICAPPED ACCESSIBLE 2 34' FROM PROP05ED WOODEN SITE DEVELOPMENT DATA TOTAL LOT AREA 0.57 ACRES / 24,693 SF EXISTING PROPOSED FRONT — RT 9 EXISTING IMPERVIOUS AREAS PROPOSED IMPERVIOUS AREAS CHANGE IN IMPERVIOUS AREAS BUILDINGS 1820 SF 3000 SF 1180 SF ACCESSORY STRUCTURES 82 SF 0 (82 SF) DRIVES, PARKING AREAS & SIDEWALKS 1086 SF 10, 387 SF 9301 SF PORCHES/DECKS 435 SF 0 (435 SF) Drawn: LWD Checked: GTH Scale: 1"=10' Date: 7/26/2010 TOTAL IMPERVIOUS 3423 SF 13,387 SF 9964 SF PERCENT IMPERVIOUS (709 MAX) 13.869 54.219 40.35X FOUNDATION. TMANTW SITE SETBACKS REQUIRED FOR HC—INT ZONE EXISTING PROPOSED FRONT — RT 9 75' 42.97' 26.84' FRONT — MONTRAY 75' 14.94' 48.83' REAR — EAST 25' 5.50' (SHED) 117.13' REAR — SOUTH 25' Z39' 16' AREA VARIANCES AREA REQUIRED FOR THE TWO FRONT AND THE SOUTHERLY REAR SETBACKS VARIANCE SUMMARY: FRONT SETBACKS, 75' REQUIRED 26.84' TO STATE RT. 9 R.O. W. PROPOSED, 48.16' OF RELIEF REQUIRED 48.83' TO MONTRAY ROAD PROPOSED, 26.17' OF RELIEF REQUIRED REAR SETBACK (SOUTH): 25' REQUIRED 16' PROPOSED, 9' OF RELIEF REQUIRED PARKING: 30 SPACES REQUIRED 18 PROPOSED, 12 SPACES OF RELIEF REQUIRED SIGNAGE FRONT SETBACK: 15' REQUIRED FOR 1 FREESTANDING UP TO 50 SF PER SIDE 1.65' PROPOSED, 13.35' OF RELIEF REQUIRED MAP REFERENCE BASE INFORMATION FROM "MAP OF A TOPOGRAPHICAL SURVEY MADE FOR R&T ANTIQUES" PREPARED BY VAN DUSEN & STFVES LAND SURVEYORS DATED: JULY 14, 2010 PARKING LAYOUT a� NTS AV 52-2010, SV 53-20101 SP 59-2010 TAX MAP # 296.17-1-50 - ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 ENGINEERING COMMENTS 11/11/10 1 APPROVAL CONDITIONS, ENGINEERING COMMENTS 10/19/10 0 ISSUED TO TOWN OF QUEENSBURY 8/16/10 Revisions Date LAYOUT & UTILITY PLAN prepared for: R & T Antiques State Route 9 & Montray Road Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Scale: 1"=10' Date: 7/26/2010 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering (518) 745-0307 Phone 518 745-0308 Fax 29465-01-S2 14 J7 T -i hH L �4. N H Fjf 00 c\1 -4 1 IJ H -4 -tlt--f CIO CO IJ STORMWATER RUNOFF SUMMARY EXISTING 50 -YEAR 0.12 CFS / 0.018 AF DEVELOPED 50—YEAR 0.05CFS 10.007AF EXISTING 50—YEAR 0.36 CFS / 0.036 AF DEVELOPED 50—YEAR 0.13 CFS 10.014AF EXISTING 100—YEAR 0.54 CFS1 0.049 AF DEVELOPED 100—YEAR 0.21 CFS 10.019AF tJ PROPOSED .31xal TREATMENT WORKS 1988 WASTEWATER SYSTEM DESIGN TEST PIT DATA NYSDEC DESIGN STANDARDS FOR WASTEWATER TREAT TP -1 - BY. T. HUTCHINS, P.E. CATCH PROPOSED W V WATER SAVING FIXTURES (1.6 GPF MAX FLUSH, 3.0 GPM MAX FAUCETS) ABSORPTION TRENCH NOTES SYSTEM INSTALLATION NOTES" BASK GRATE EL 187.0 12- HDPE OUTLET FrE WITNESSED 9Y- C. WILKINSON, P.E. MV. I - 164.0 SHOPPING CENTERS PER SQUARE FOOT' - 0.1 GPD (4500 SF RETAIL SPACE) 450 GPD 0-27" GRA VEL FILL THIS DESIGN U71LIZES INF7LTRATOR QUICK -4 EQUALIZER 36 CHAMBERS INSTALLED CONSTRUC77ON SHALL BE AS SHOWN ON THIS DRAWfNG AND IN NV. 2 - 16&1 / PER EMPLOYEE. — 15 GPD (6 EMPLOYEES) = 90 GPD 27-46- FINE & MEDIUM SAND, MEDIUM BROWN IN CRUSHED STONE, INSTALLED IN TRENCH CONFIGURATION. CUT ALL TREES, ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL SITE CONSTRUCTION SEQUENCING AV 52-2010, SV 53-2019, SP 59-2010 DESIGN FLOW: 46-74" LIGHT BROWN MEDIUM SAND STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE EXISTING HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF 1. INSTALL' PERIMETER SEDIMENT CONTROL 'FENCING AS SHOWN AND UPPER RETAIL SPACE — 3000 SF ORGANIC MATERIAL FROM SURFACE. USE TRACKED EQUIPMENT FOR ALL WORK IN THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TAW TAX MAP # 296.17-1-50 3000 SF x 0.1 GPD/SF + 3 EMPLOYEES x 15 GPD/EMPLOYEE = 345 GPD TP -2 — By.• T. HUTCHINS, P.E. ABSOPRTION FIELD AREA. BOTTOM OF TRENCH TO BE INSTALLED PER TRENCH LEACH FIELDS. CONSTRUCTION/SECURITY FENCING AS NEEDED. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL LOWER RETAIL SPACE — 1500 SF WITNESSED BY: C. WILKINSON, P.E. INSTALLATION DEPTH SCHEDULE TO PROVIDE 2' MINIMUM SEPARATION BETWEEN Z DEMOLISH TWO EXISTING BUILDINGS, EXCAVATE FOUNDATIONS AND DISPOSE ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1500 SF x 0.1 GPD/SF + 3 EMPLOYEES x 15 GPD/EMPLOYEE = 195 GPD 0-19" DARK GRAVELLY SAND FILL SEASONAL HIGH GROUNDWATER OR BOUNDARY CONDITION AND BOTTOM OF AFTER EXCAVA77ON OF 30" WIDE TRENCH TO THE DEPTHS OF OFFSITE. TOTAL DESIGN FLOW — 540 GPD 19-35" REDDISH BROWN FINE & MEDIUM SAND TRENCH OVER ENTIRE LENGTH OF TRENCH. REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE 3. CLEAR TREES AS NEEDED, ROUGH GRADE AREAS TO BE DISTURBED, 20% FIXTURE REDUCTION FROM NYSDEC STANDARDS 1988 " CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF BACKFILL AND MECHANICALLY COMPACT EXCAVATED FOUNDATION AREAS. SYSTEM DESIGN FLOW —432 GIRD 35-84SURFACE RUNOFF AROUND ABSORPTION FIELD. LIGHT BROWN MEDIUM & COARSE SAND CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO DIVERT TRENCH. 4. EXCAVATE FOR BUILDING FOUNDATION. 2 ENGINEERING COMMENTS SEPTIC TANK 1250 GAL PRECAST CONCRETE 5. EXCAVATE REAR SEDIMENT BASIN AND STABILIZE LOWER DISTURBED AREAS 1 APPROVAL CONDITIONS, ENGINEERING COMMENTS LEACH FIELD INFILTRATOR EQUALIZER 36 QUICK -4 CHAMBERS PERCOLATION TEST DATA FILL MATERIAL NOTES THE CHAMBERS SHALL BE INSTALLED LEVEL, MAINTAINING STRAIGHT WITH TEMPORARY SEEDING & MULCHING. 0 ISSUED TO TOWN OF QUEENSBURY INSTALLED IN CRUSHED STONE ENVELOPE CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, 6. AFTER FOUNDATION IS COMPLETED, BACKFILL AND ROUGH GRADE FOR DESIGN PERCOLATION RATE IN NATIVE MATERIAL = 1-5 MIN/IN PT -1 — BY. T HUTCHINS, P.E. AFTER REMOVING ORGANICS, PLACE SYSTEM FILL AS NEEDED TO ESTABLISH OR OTHER UNSUITABLE CONDITIONS. PARKING AREAS, CONSTRUCT RETAINING WALLS, INSTALL SITE UTILITIES, LIGHT FIXTURE BASES AND INSTALL DRAINAGE STRUCTURES. Revisions APPLICATION RATE: 1.20 GPD/SF REQUIRED GRADES OVER THE ENTIRE AREA OF PROPOSED ABSORPTION ABSORP77ON TRENCH AREA REQUIRED: 360 SF STABILIZED PERCOLAION RATE — TRENCHES AND TAPER AREA. SYSTEM FILL TO BE SANDY LOAM FILL KITH ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND GRADING & DRAINAGE PLAN 180 LF OF STANDARD 2' WIDE ABSORPTION TRENCH REQUIRED I MIN 5 SEC PER INCH IN—PLACE STABILIZED PERCOLATION RATE OF 5-10 MINUTES PER INCH. FOR DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. Z INSTALL EROSION CONTROL DEVICES FOR DRAINAGE STRUCTURES, STABILIZE prepared for. 25X REDUCTION IN TRENCH LENGTH PER NYSDOH APPENDIX 75—A, 2010 FILLED AREAS, FILL TO BE STABILIZED IN 6" LIFTS TO A REQUIRED DEPTHS FILL SLOPES AND FUTURE LAWN AREAS. 135 LF OF INFILTRATOR EQUALIZER 36 CHAMBERS REQUIRED PRIOR TO CONSTRUCTING ABSORPTION TRENCHES. FILL MATERIAL, INCLUDING DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA 8. DURING FINAL BUILDING CONSTRUCTION PHASES, REMOVE REAR SEDIMENT R & T Antiques USE 3 LATERALS AT 48' LONG A 4" TOPSOIL LAYER SHALL EXTEND 6' HORIZONTALLY ON THE HIGH SIDE AND AFTER PIPING AND CHAMBERS HAVE BEEN INSTALLED. BASIN AND EROSION CONTROL DEVICES FOR DRAINAGE STRUCTURES, FINISH State Route 9 & Montray Road 144 LF TOTAL TO BE PROVIDED 10' HORIZONTALLY ON THE LOW SIDE FROM THE EDGE OF THE TRENCHES. GRADE SITE, CONSTRUCT INFILTRATION TRENCHES AND WASTEWATER SYSTEM, Town of Queensbury, Warren county, New York ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE TAPER THE FILL AREA TO MEET WITH THE EXISTING GRADE AT A MAXIMUM 1:3 INSTALL ASPHALT SUBBASE AND ASPHALT PAVEMENT. TScole: 1"-10' POTABLE WATER SUPPLY TO BE TOWN OF QUEENSBURY MUNICIPAL WATER SLOPE. A PERCOLA71ON TEST MUST BE PERFORMED BY DESIGN ENGINEER MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 9. TOPSOIL AND SEED LAWN AREAS, INSTALL LANDSCAPING AND STRIPE Drown: LWR_ Checked: GTHI Date: 7/21 PRIOR TO INSTALLATION OF ABSORPTION TRENCHES TO VERIFY THAT FILL PARKING AREAS, REMOVE SEDIMENT CONTROL FENCE AFTER VEGETATION IS 169 Haviland Road _— jhkh, Queensbury, NY 12804 MATERIAL MEETS THE DESIGN CRITERIA. ESTABLISHED. /-,-% — ____ I 9QAA_x;_l 4" TOPSOIL SEED MIX: 5LB PERENNIAL RYEGRASS, 1 LB WHITE CLOVER AND 1 LB CROWN VETCH PER 1000 SQ FT. ............._i I -..i + .___._..... i EROSION CONTROL BLANKETS, NORTH __........._...; I ;_......._.. AMERICAN GREEN S150N OR EQUAL. STABILIZED AND. INSTALL PER MANUFACTURER'S COMPACTED FILL, INSTRUCTIONS EROSION CONTROL & STORMWATER MANAGEMENT IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE 1. AREA CONTRIBUTORY TO SEDIMENT BASIN TOTALS APPROXIMATELY 15,000 � ` ;'............ _.,...... ENTIRE PROJECT (REMOVE AFTER SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND i 4" TOPSOIL SEED MIX: 5LB PERENNIAL RYEGRASS, 1 LB WHITE CLOVER AND 1 LB CROWN VETCH PER 1000 SQ FT. ............._i I -..i + .___._..... i EROSION CONTROL BLANKETS, NORTH __........._...; I ;_......._.. AMERICAN GREEN S150N OR EQUAL. STABILIZED AND. INSTALL PER MANUFACTURER'S COMPACTED FILL, INSTRUCTIONS EROSION CONTROL & STORMWATER MANAGEMENT IMPLEMENTATION SCHEDULE PRACTICE IMPLEMENTATION TIME DURATION OF PRACTICE 1. AREA CONTRIBUTORY TO SEDIMENT BASIN TOTALS APPROXIMATELY 15,000 � ` ;'............ _.,...... ENTIRE PROJECT (REMOVE AFTER SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND TRAPS WHENEVER THEIR CAPACITY HAS BEEN DISTURBANCE VEGETATION ESTABLISHMENT) SEDIMENT BASIN DURING INITIAL SITE GRADING UNTIL FINAL GRADING CATCH BASINS & DRYWELLS DURING INITIAL SITE GRADING PERMANENT STONE DROP INLET AFTER DRYWELL INSTALLATION UNTIL ASPHALT SUBBASE PROTECTION PLACEMENT TEMPORARY SEEDING & AFTER IN171AL SITE GRADING UNTIL FINAL GRADING AND MULCHING 7. VEGETA77ON ESTABLISHMENT STORMWATER BASIN & DURING FINAL SITE GRADING PERMANENT INFILTRATION TRENCHES EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL SEEDING & OTHER AFTER FINAL SITE GRADING PERMANENT VEGETATION STABILIZATION MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT I. acrURL ANT ULCAKJNU UK UKUI$t[1NG Ut IML Wit IJ INIIIA►tu, ANu o. UUKIIVU NNAL Wit UKAUI1VU, KLMUvt ALL AUUUMULAILU 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT 1. AREA CONTRIBUTORY TO SEDIMENT BASIN TOTALS APPROXIMATELY 15,000 � ` ;'............ _.,...... DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE SEDIMENT AND EXCAVATE SWALES AND BASIN TO FINAL TRAPS WHENEVER THEIR CAPACITY HAS BEEN SF. BASIN IS SIZED TO RETAIN THE 100 -YEAR DESIGN STORM BELOW THE INSTALLED AS SHOWN ON THE PLAN. GRADES PER GRADING PLAN. REDUCED BY 507. RIP -RAP OUTLET FOR THIS CONTRIBUTORY AREA; 100 -YEAR WATER AV 52-201OfSV 53-20101 SP 59-2010 ELEVAnON = 181.2. TAX MAP # 296.17-1-50ALTERATION 2. AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM 7. FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN 2. ALL EROSION AND SEDIMENT CONTROL DEVICES EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT SHALL BE INSPECTED IMTHIN 24 HOURS OF A 2. AREA OF SEDIMENT BASIN SHALL BE CLEARED OF PREVIOUS STRUCTURES & OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE STORM EVENT AND REPAIRED AND/OR MODIFIED AS VEGETATION & ROOT MATS AND GRADED TO PRESCRIBED GRADES. ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ACCUTAXATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. COVERED WITH EITHER A TARP COVER OR AN EXTRA REQUIRED TO BE IN GOOD WORKABLE CONDITION. HEAVY LAYER OF MULCH. 3. FILL MATERIAL FOR THE BERM AREA SHALL BE NATIVE SANDY SOILS OR J. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION FILL MATERIAL SIMILAR TO NATIVE SOILS AND SHALL BE FREE OF CAPACTY HAS BEEN REDUCED BY 5090. 8. ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF THE SITE ON A DAILY BASIS TO COLLECT LITTER OVER. -SIZE STONES, ROCKS AND ORGANIC MATERIALS. 2 ENGINEERING COMMENTS OF A MINIMUM OF 759. OF THE VEGETATION THROUGHOUT AND CONSTRUCTION DEBRIS AND DISPOSE OF 1 APPROVAL CONDITIONS, ENGINEERING COMMENTS 4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 5 THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS LEGALLY. 4. ALL CUT & FILL SLOPES SHALL BE 1:2 OR FLATTER. 0 ISSUED TO TOWN OF QUEENSBURY DAYS DF COMPLETION OF WORK IN THE AREA. ONLY AREAS WHICH NEEDED TO MEET THIS REQUIREMENT. Revisions ACTIVE Y UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 5 4. ANY STOCKPILES OF FILL, TOPSOIL OR EXCAVATED 5. RIP -RAP LINED OUTLET SHALL BE COMPOSED OF A 1' COURSE OF 4-8" DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED 9. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE MATERIAL SHALL BE COVERED OR CONTAINED BY CONTROL FENCE TO PREVENT RIP -RAP OVER FILTER FABRIC. EROSION CONTROL PLAN AND MJLCH SHALL BE INSTALLED WITHIN 5 DAYS. SITE ON A DAILY BASIS TO COLLECT LITTER AND SEDIMENT EROSION. CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. 6. SEDIMENT SHALL BE REMOVED FROM BASIN WHEN THE SEDIMENT HAS prepared for: 5. TEMP)RARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE BASIN. R & T Antiques CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND 10.THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK MAINTANED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL 7. BASIN SHALL BE INSPECTED AFTER EACH RAINFALL, HAKE REPAIRS AS State Route 9 & Montray Road BE LEFT FOR MORE THAN 24 HOURS. AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE NEEDED. Town of Queensbury, Warren County, New York SOIL AND WATER CONSERVATION SOCIETY. 8. ACCUMULATED SEDIMENT AND RIP—RAP SHALL BE REMCVED DURING FINAL Drawn: LWD Checked: GTH Scale: NOTED Date: 7/2 SITE GRADING, NA77VE SOILS SCARIFIED BELOW THE BASIN AND NEW FILL IS 169 Haviland Road TO BE PLACED TO ESTABLISH THE FINAL GRADES FOR THE WASTEWATER Queensbury, NY 12804 29465-I 518 7450308 Fan ABSORP77ON FIELD AND THE INFILTRATION BASIN. Hutchins Engineering (518) 70e 14 10'-0" ol O. C. MAX. 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8 MIN. -7 .y.. N .1� 8 � .T ' e SOIL BACKFILL o� PERSPECTIVE 36" FENCE POST SILT STOP EMBED N IN GROUND 8" MIN. FLOW —, UNDISTURBED GROUND E S CTION SED IMENTT CDN ROL FENCE DETAIL NTS 4"- MIN 6" MIN BROOM FINISH 30' MIN OR AS NEEDED FOR INDIVIDUAL SITE CONDITIONS 'Z:. ..... ........................................ .. N`• EXISTING GROUND 6" MIN COURSE OF 2" STONE STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS STABILIZED FILL SOILS BACKFILL SEE ABSORPTION WITH IN-PLACE TRENCH SECTION AND PERCOLATION RATE PROFILE FOR DETAILS 2-5 MIN/INCH 18.5' 6' TYPICAL ol 30" TRENCH LATERAL SPACING WIDTH 2' — r:. - Y' •5: _ a } i • .. ... - ,� .. ,� .,.. ...n; �..: .. ..,.....::��: may. I a II i —I I— II } 11.1. i r A. na i a y r� I- -III—i rz? ,.........,.... �C { y ..%:.. 2 . 4 III III A4' i I— II—III I— __ 71 II_III— =I I I=1 i I=III=III=I i I=III=III=III=III=INAnVE ISO/�s�=l I I=III—III=III=III=I i 1=1 11=� I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=III=I I I=1 11=I I I=I I I=1 I Ed I I-III=1 11=1 I I=I I I=1 11=I I I=I I I= I I I I I I I I III I I I I I � I I I I� �� I I I I � I I I 1=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 11=1 I I i I 1=1 I I, , I I I_, , I I 1=1 PERPENDICULAR TO WALK ' EXPANSION JOINT 6-8" 3/8" COMPRESSIBLE FILLER 30" TRENCH WIDTH XCOVER W17H ZIP STRIP SEALANT; TOOL BOTH EDGES, TOP OF SEALANT 1/2" BELOW a FINISHED CONCRETE p 4000 PSI CONCRETE co 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED 1' TO 95% rn PRnrrna 90% STANDARD PROCTOR SECTION CONCRETE SIDEWALK DETAIL NTS SMOOTH RUBBED FINISH ON CURB 3/8" x 3/4" DEEP TOOLED JOINT 1/2" RADIUS 1 " 5" BROOM FINISH PERPENDICULAR TO WALK CONCRETE WALK SEE CONCRETE DETAIL 6 ° ' ° . .6" x 6" NO. 6/6 WOVEN WIRE MESH ASPHALT ° ° 0 6" GRANULAR SUBBASE COURSE NYS 18 00 g '` o ,: ° • o0 0 cp DOT SECT. 304. TYPE 4 COMPACTED 00 0 ':>0; . • • ° 00� TO 959' STD. PROCTOR 0 • • X80 0 00� o 0 00 \\ 6 MIN o0 CAP 0 0 MI \ . SIDEWALK WITH INTEGRAL CURB DETAIL NTS INSTALL RIP RAP ON SIDES AND TOP OF CULVERT END 00 `•^•ill;?==R`/�P::��PRal�l,::'. FLARED END SECTION WITH BOLTED COUPLING BAND 8" MIN. 6-8" RIP RAP 10' LONG x 6' WIDE FINISHED GRADE CULVERT PIPE BURY END 6" INTO SOIL 4" MIN. #2 STONE _i=i I- GEOTEXTILE FABRIC; TENCATE MIRAFI 140N CULVERT END SECTION DETAIL NTS _I�,III►I�IIIII�IIIII�►IIII�IIIII��III��IIIII�IIIII�III ABSORPTION FIELD SECTION NTS HEAVY DUTY CAST IRON FRAME AND GRATE SLOPE- SLOPE FINISHED GRADE RISER AS REQUIRED 0 00 o �oc) 08 O PRECAST CONCRETE / aco 0 0 DRYWELL o o� WASHED CRUSHED/ STONE 2-3" SIZE 8 DIA o 0 1 \ 0 min. o ��0 C p Q� /1 COcb goo \ 000/ GEOTEXTILE FABRIC ALL AROUND STONE ENVELOPE OF o o PRECAST FOOTING RING LL o 00 0 oo � � 0 O Cb 3 O 1' MIN 10' MIN DRYWELL DETAIL NTS INSTALL CONTINUOUS FILTER FABRIC DROP INLET PROTECTION CONTINUOUS AROUND INLET UNTIL SITE IS STABILIZED. 1' MINIMUM BURIAL DEPTH 2' MAX. ABOVE GRADE EXPOSURE DROP INLET PROTECTION DETAIL 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 1F JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2x4" WOOD OR EQUIVALENT. METAL 1417H A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED W1TH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE F1 4" PVC SDR -35 FINISHED ASPHALT PARKING LOT PRECAST CONCRETE EXTENSION TO GRADE WITH TRAFFIC RATED CAST IRON MANHOLE COVER 12" 12" p 2 PRECAST CONCRETE EXTENSION TO GRADE WITH TRAFFIC RATED CAST IRON MANHOLE COVER r L UID LEVEL OUTLET MIN. P TLE SL E p 1 1 4 -PER FOOT d' • p 16 N 18 MIN. WATERTIGHT J A —T SLEEVE AND SEAL (�) CL ooa 1250 GAL TRAFFIC RATED EXTRA HEAVY z DUTY PRECAST d CONCRETE SEPTIC TANK TOPSOIL, SEED & MULCH AFTER FINAL GRADING TO ESTABLISH TURF MINIMUM 2X WIDTH : d MAXIMUM 4X WIDTH d a a: SEPTIC TANK NOTES ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS 1 MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALL STRUCTURES SHALL BE PLACED ONIR F M COMPACT SAND OR GRA BASE. WHERE EXISTING SOIL C ONDI T10N S ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS M C TANK D UST BE SEALED. SEPTI DETAIL RETAINING WALL SOIL SPECIFICATIONS GRAVEL BEARING PAD THE GRAVEL BEARING PAD SHALL CONSIST OF A NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, NATURAL OR CRUSHED STONE, AND NATURAL OR CRUSHED SAND MEETING THE FOLLOWING GRADATION REQUIREMENTS PER NYSDOT TABLE 304-1 TYPE 2: SEI VE SIZE: PERCENT PASSING BY WEIGHT` 2 INCH 100 1/4 INCH 25-60 NO. 40 5-40 NO. 200 0-10 THE GRAVEL BEARING PAD SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO A MINIMUM 959E MODIFIED PROCTOR DENSITY BY SITE CONTRACTOR PER ASTM D 1552 INFILL SOIL THE INFILL MATERIAL SHALL CONSIST OF WELL GRADED SAND OR SAND AND GRAVEL MIXTURE, FREE OF ORGANICS AND C&D FILL, MEETING THE FOLLOWING GRADATION REQUIREMENTS: SEIVE SIZE: PERCENT PASSING BY WEIGHT• 4 INCH 100 NO. 40 0-70 NO. 200 0-15 GRADATION TESTS SHALL BE SUBMITTED FOR REVIEW FOR EVERY 2000 CUBIC YARDS OF INFILL MATERIAL PLACED. THE INFILL SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO 90X MODIFIED PROCTOR DENSITY BY SITE CONTRACTOR PER ASTM D 1552 DRAINAGE AGGREGATE DRAINAGE AGGREGATE AND BLOCK CORE INFILL AGGREGATE SHALL CONSIST OF CRUSHED OR - NATURAL SCREENED STONE MEETING THE FOLLOWING GRADATION REQUIREMENTS: o�< SEIVE SIZE PERCENT PASSING 12" MIN o BY WEIGHT: � o 1 INCH 100 0 1/2 INCH 30-100 1/4 INCH 0-30 I t NO. 10 0-10 NO. 20 0-5 SUGGESTED: INSTALL POLYLOK PL -122 EFFLUENT FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER DISTRIBUTION BOX 4" PVC SDR -35 35 MIN.SLOP - E p 18 BAFFLE P / PER FO OT USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 4" PVC SDR -35 SOLID HEADER TO PERFORATED TRENCH PIPING, 1/8" PER FOOT MIN SLOPE N TS HEAVY DUTY TRAFFIC CAST IRON FRAME AND INLET GRATE TO FIT IN WING SWALE GROUT IN PLACE TRAFFI C COVER AIN PRECAST CONCRETE 11 SECTIONS ?UARE PIPE SIZE AND INVERT PIPE ELEVATION VARIES, SEE PLAN ):�:6�— INSTALL LINE SIZE TEE BAFFLE INSIDE CATCH BASIN ON OUTLET 6 CATCH BASIN DETAIL NTS 2" MIN. DROP BETWEEN INVERTS 12" MIN. COVER N r 2 MIN. 53" 48" EFFECTIVE LENGTH INFILTRATOR QUICK -44 EQUALIZER 36 CHAMBER DETAIL NTS 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED & ESTABLISH TURF BACKFILL FREE OF STONES OVER 3" OVERFILL TO ALLOW FOR SETTLEMENT FILTER FABRIC TENCATE MIRAFI 14ON OR EQUAL NTS BACKFILL FREE OF STONES OVER 3" INFILTRATOR QUICK -4 EQUALIZER 36 CHAMBER >apcpos 8„ OO O o o Oo 0 0 0 0 0 0 � 1 1/2" TOP COURSE ASPHALT MAX. i I 2" BINDER COURSE ASPHALT �l GRANULAR SUBBASE COURSE iUBGRADE COMPACTED TO NYSDOT SECTION 304 TYPE 2 OR 4 9090 STANDARD PROCTORCOMPACTED TO 95% STD. PROCTOR 12" CHAMBER ASPHALT PAVEMENT DETAIL HEIGHT NO NTS WALL MANUFACTURER TO SUBMIT SHOP GRID DEPTH PER ROCKWOOD UNIVERSAL DRAWINGS AND ENGINEERING DESIGN FOR WALL MANUFACTURER CAP BLOCK; ADHERE GEOTEXTILE REINFORCEMENT DESIGN PRIOR WITH MASTi- ADHESIVE TO WALL CONSTRUCTION PARK/NG AREA 12" MIN. RETAINED NATIVE SOILS INFILL SOIL (NYSDOT 203.07, SELECT GRANULAR FILL) REINFORCING GEOGRID PER WALL MANUFACTURER DRAINAGE AGGREGATE (NYSDOT 605.0901) 12" MIN DEPTH FROM BACK OF WALL, INFILL VOIDS IN BLOCK, SEE INSTALLATION MANUAL 4" PERFORATED UNDERDRAIN PIPE, OUTLET TO DAYLIGHT, SLOPE TO DRAIN (1/8"/FT), W/FILTER FABRIC Wo :--mom® Fe •I • 6" STONE DEPTH 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC TENCATE MI RAFT 140N OR EQUI VALEN T 3/4" TO 1 112"--1 WASHED CRUSHED STONE ABSORPTI ON TRENCH PROFILE NTS AV 52-20101 SV 53-2010, SP 59-2010 TAX MAP # 296.17-1-50 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. fi MIN. 6-8" 30" TRENCH WIDTH XCOVER ' .- INFILTRATOR QUICK -4 12" EQUALIZER 36 CHAMBER CHAMBER ? . HEIGHT -' 6" .v / STONE r f DEPTH,, 4" 22" CHAMBER 4" WIDTH 3/4" TO 1 1/2" WASHED CRUSHED STONE ABSORPTION TRENCH SECTION NTS BACKFILL FREE OF STONES OVER 3" INFILTRATOR QUICK -4 EQUALIZER 36 CHAMBER >apcpos 8„ OO O o o Oo 0 0 0 0 0 0 � 1 1/2" TOP COURSE ASPHALT MAX. i I 2" BINDER COURSE ASPHALT �l GRANULAR SUBBASE COURSE iUBGRADE COMPACTED TO NYSDOT SECTION 304 TYPE 2 OR 4 9090 STANDARD PROCTORCOMPACTED TO 95% STD. PROCTOR 12" CHAMBER ASPHALT PAVEMENT DETAIL HEIGHT NO NTS WALL MANUFACTURER TO SUBMIT SHOP GRID DEPTH PER ROCKWOOD UNIVERSAL DRAWINGS AND ENGINEERING DESIGN FOR WALL MANUFACTURER CAP BLOCK; ADHERE GEOTEXTILE REINFORCEMENT DESIGN PRIOR WITH MASTi- ADHESIVE TO WALL CONSTRUCTION PARK/NG AREA 12" MIN. RETAINED NATIVE SOILS INFILL SOIL (NYSDOT 203.07, SELECT GRANULAR FILL) REINFORCING GEOGRID PER WALL MANUFACTURER DRAINAGE AGGREGATE (NYSDOT 605.0901) 12" MIN DEPTH FROM BACK OF WALL, INFILL VOIDS IN BLOCK, SEE INSTALLATION MANUAL 4" PERFORATED UNDERDRAIN PIPE, OUTLET TO DAYLIGHT, SLOPE TO DRAIN (1/8"/FT), W/FILTER FABRIC Wo :--mom® Fe •I • 6" STONE DEPTH 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION FIELD; SEED AND ESTABLISH TURF FILTER FABRIC TENCATE MI RAFT 140N OR EQUI VALEN T 3/4" TO 1 112"--1 WASHED CRUSHED STONE ABSORPTI ON TRENCH PROFILE NTS AV 52-20101 SV 53-2010, SP 59-2010 TAX MAP # 296.17-1-50 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. fi MIN.