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2005-378
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050378 Date Issued: Thursday, March 19, 2015 This is to certify that work requested to be done as shown by Permit Number P20050378 has been completed. Location: 53 CAREY Rd Tax Map Number: 523400-308-020-0001-002-000-0000 Owner: IDA OF WARREN & WASHINGTON COUNTIES Applicant: MORRIS PRODUCTS This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan,Variance, or (�2)J4A7 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050378 Application Number: A20050378 Tax Map No: 523400-308-020-0001-002-000-0000 Permission is hereby granted to: MORRIS PRODI ICTS For property located at: 53 CAREY 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: IDA OF WARREN& WASHINGTO 5 WARREN St Commercial Addition $25,000.00 Total Value $25,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-378 MORRIS PRODUCTS 144 SQ FT COMMERCIAL ADDITION $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,August 08, 2006 (if a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of ueenon , 08, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application RECE _ t of Coy Developmcnt,742 Bay Road,Queensbury,NY (518)761-8256 , AU must be obtained before beginning construction. Permit pi lc No. 3 b� Ue until applicant has received a Fee Paidmum &1 $ . applicants, spaces on this Roe.Fee Paid $ application roust be completed and must appear on the Reviewed By- application form. Applicant:` IJ_ owner: Address: -51. A K L-r--- WE Address: _ I L-a Phone#(=)_LU- f 1 I12 Phone#(10) - Property Location: Lot Number.. l3 / bT,ouse Number_S?� IL nI E!V Subdivision Name:f gWgI JU t p , V Tax Map Number: _4 4 - I V1- � I_i2 !o New Buildin . residence /commercial 'Estimated Market Vic of Construction:$ 25.b©O g" Jq Addition: residence/ corr"acia If an Addition,what will use of new addition be? 0 Alteration: residence! 0 a@1 -,-sn+n 1,V0N - 144' Se. -. o No cbaage to exterior size: residence/com'1 O Other work(describe Check OccupancyInformation ill Floor V Floor Other floor Total Below sq.it. sq.ft. sq.ft. Square Feet o Skigle 6=dly dwelling o Two fwpily dwelling c Townhouse o Multifamily dwelling #of units o Mee o Mercantile c Mangy . 0 1 oar defaehed e 0 2 ear dstaehsd em 0 3 car detached page 0 1 on attubtd n 2 on attached pap 0 3 car snached S=Se o Storage building- commercial O Storage building- residential 0 Other What is the proposed height of the structnro 2N —feet —inches Will any second-band or ungraded lumber be used? If so,for what? 4AA0 Type of Heating System: electric/ oil / gas/wood forced hot baseboard/other: L- Gr 1OtJ B�' Number of Firept�to be hL,,talled Number of Wogds oyes to be installed List below the 2 o{n responsible for supervision of work as regards to building codes: Name Address, Phone Number Builder I WIWWh V-2. 'laZ.4,?L.2 Plumber <, 12 IEIeotAcian �, �► �' DjdUAt= please sip below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or toted,and that such work is authorized by the owner. Further,it is understood that Ilwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As ButU Stoney by a licensed surveyor,drawn to scale,showing actual location of all new construction. signature�a � owner,owner's agent,architect,contractor Prolec t NameD�SZ1S I�Q[�t i!�i�S �J�1� QQ(,'Q- j BP# Address: 55�) Building Peff it Submission Checklist Multiple Dwelling Conunencial Projects Al items below must be checked either yes,no or not applicable prior to submission of any budding permit to the Town of QueemburyBurMng Depattn wt. If any of the below ft=are lacking,the permit wAl not be accepted until such time as the application is deemed compkte for submission. 1. Budding Permit Application Completed... ................................... Ayes Ono pn/a 2. Energy Form or Check)&te Energy Code Compliance Forms Complete... ®yes Ono . On/a (submit 2 copies) 3. Energy Code Inspector's Report from theclumte Program............... Byes Ono On/a (submit 2 copies) 4. Septic application completelyfilled out(if applicable)..................... oyes Ono Jon-la 5. Electrical Inspection Form.................. ........................... .. Oyes Ono [ln/a 6. Two(2)sets of plans showing the following:.................................... 111yes Ono Qn/a 6a. Floor plan(s)........................ ...................................... wyes Ono Qn/a 6h. Foundation plan..................... .................................... ..wes Ono On/a 6c. Cross section(s)... .......I.......... ...................... .. ...... ......I; Ono ❑n/a 6d. Elevations................................. [Ida .............. ... yes Ono • 6e. Design loads including floor,snow load,and wind load...... [ yes Ono Oda 6f. Seismic design(tejuired after jan. 1,2003)......................... Oyes Ono fda ucautect or s' log. Plans signed byregisteted engineer, ......... 1pyesno n/a and sealed bya registered architect or engineer NM21-e0t 6h. Window and door schedule.......................................... Noyes Qno On/a 7. Two(2)site plans showing location of the stnxwm to be bunt,......... 11yes []no On/a location of well or water lines,location of septic system or sewer fine with all setbacks and separation distances shown,and all imptovements to the PAY 8. Solid Fuel Burning or Gas Appliance Form(if applicable)................ []yes Ono Oda 9. DnvewayPemmt............................................................:... Dyes Ono dp/a Date: Staff Initial: Commercial Final Inspection Repo- Office No.: (518) 761-8256 Date Inspection re est r eiv d• � Queensbury Building&Code Enforcement Arrive: Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initi NAME: PERMIT Dr LOCATION: ID TE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System 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 s .ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Dc 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 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 Water Fountain or Cooler Building Access All Sides b /Driveable rface 20'wide Okay To Issue Tem . or ermanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: Wsa'—'o PERMIT#: � T LOCATION: �a r-e INSPECT ON: � TYPE OF STRUCTURE: _ Comments Y�T N T N/A Footings Piers Monolithic Slab Reinforcement in PlaceA The contractor is respon i lRDaA-h providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FOR.MS\Foundation Inspection Report.doc January 28,2003 Town of Queensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: �J Name: t� 1 `� Inspected on: Location: Arrive: p.m. Permit No.: L — ?� Inspector's Initials: f COMMENTS Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 inch Platform/Decks Interior/Exterior Balusters 4 inch Spacing Platform/Decks Stair Handrail 34 inch—38 inch/Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 inch w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36"(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve, Heat Trap/Water Temperature 110 Degrees Maximum Boiler/Furnace Enclosure 1 hour 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 'Y2 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/Mirrors Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 inch,Checkout 36 inch Handicapped Ramp/Handrails Continuous/12 inch 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 �� d Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/Drivable Surface 20'wide >>' Special Inspections/Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O �� \ Okay To Issue C/C Commercial Final Inspection_11 27 12 r LfVL.LL..e{s[a[�1/L va sl vV.cw aaysacv US-Department*of Energy Office of r:neMy Ef telency and Renewable EneW4'9 futs€si3t�re a� r is dean,aburdaat.reieabk—.ayd aff.,dable VIP - Yam the V-s Dmar:art afE.Wa Your resource for tools to = Search for. facilitate energy code ComptianCe, development, fry the new — -- "Sdr,ck-Web onrne adoption, implementation, and code wmpfiance tool! enfbrcement. - - Free Software Downloads E�Sd—w c,RESdwck for Mac•. OQMdredr-EZ Compliance Tools News E- p & vents Residential (REScheck) 2003 National Workshop Commercial (COMcheck) Settiou the Standard Newsletter _ may: Federal Building Standards Calendar of Events REScheck Package Generator Latest Proposed Code Changes Twining Tools Implementation Tools Training Presentations/ Orders DOE Determinations State Training Events DOE Assistance Consumer Education Resource Materials Energy Codes Glossary Status of State Energy Codes On-line Training Toot Now Available! See our new on-line training tool to learn the basics of complying with the 2000 International Energy Conservation Code (IECC) using the RESdwdc tools. Tech Support Webmaster EERE Home Securily&Privacy U.S. Department of Energy Last updated:28 3une 2003 -�.fJ....R„nnnrnvrcu3E+c anv/ 7/I12W3 Envelope Compliance Report 90.1 ('99) Standard COMcheck-EZ Software Version 2.3 Release I Data filename: Untitled Section l: Project Information Project Name: Morris Products Stair Area 2005 Designer/Contractor: Peter Brown Construction Management Document Author: Peter J.Brown Section 2: General Information Building Location: Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7377 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Activity Type Method Activity Type(s) Floor Area Common Space Types Stairs-Active 144 Project Description(check one): _New Construction Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (YIN) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Vapor retarder installed e e Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1: Metal Building, Standing Seam 144 30.0 30.0 0.020 0.065 Exterior Wall 1: Steel-Framed,24"o.c. 1056 19.0 17.5 0.036 0.084 Door 1: Insulated Metal,Swinging 17 --- --- 0.100 0.700 Floor 1: Unheated Slab-On-Grade,Vertical 4 ft. 44 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 22%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1 ('99)Standard requirements in COMcheck-EZ Version 2.3 Release 1. Principal Envelope Designer-Name Signature Date Lighting Compliance Certificate 90.1 ('99) Standard COMcheck-EZ Software Version 2.3 Release I Data filename: Untitled Section 1: Project Information Project Name: Morris Products Stair Area 2005 Designer/Contractor: Peter Brown Construction Management Document Author: Peter J.Brown Section 2: General Information Building Location: Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7377 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Activity Type Method Activity Tyne(s) Floor Area Common Space Types Stairs-Active 144 Project Description(check one): New Construction Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent manual or occupancy sensing controls for each space (remote switch with indicator allowed for safety or security) Automatic shutoff control for lighting in>5000 sq.ft buildings by time-of-day device,occupant sensor,or other automatic control Exceptions: 24 hour operation lighting Master switch at entry to hotel/motel guest room Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Interior Lighting Total actual watts must be less than or equal to total allowed watts Lighting Application Worksheet 90.1 ('99) Standard COMcheck-EZ Software Version 2.3 Release I Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/112) (B x C) Common Space Types Stairs-Active 144 0.9 130 Total Allowed Watts= 130 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E Type A Two Lamp 277V/48"T8 32W/Electronic 2 3 27 81 Total Actual Watts= 81 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 130 Total Actual Watts= 81 Project Compliance= 49 Lighting PASSES: Design 38%better than code Allowed Watts Actual Watts Complies(Y/N) 130 81 YES Exterior Lighting Minimum efficacy of 60 lumen/watt for lamps greater than IOOW Exceptions: Controlled by motion sensor,signal/directional/marker lighting,advertising signage, highlighting features of historic monuments and buildings,or required for safety or security. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. 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"_ � � . /1� - 1� I - � - 11 - . . - I Z I - -1 I I � � � , � . � I I ; - I^,"'J_,� ,__ I 11 - .- 11 _ ��' ,;,, � : " . " � - - ,� � , -_ I � " ,_,' I- � I - ,,, - � � - z - '' :_11 -1 I ,\.� . I � 1'�.4 r .. - I .- I I � � , _�11 11 - __ I , I I "I 7' . . ��, 1, . 1,�,� -I ��_�,' , j I�11 �, , _1 1, , � ,`� , - * " � " � - 11 I ______._______ I - a..__ _ � I , , , I � I 11 1 , - � I ' ' -1 .. 1� I - - I 11 - �, ,�.,�_ - ! I /� , ," - .,:, -�, ,,��-.�,�`,-\_%!`-"�� � , /, * 1� - I t.a�'�* I I , 11 I . : � Dear Mr.Brown: a- '. I 11 ,,,,, � . �1,� ,_: � --4�� - , �� I , . - %, -, " , - ", - � I t I �_�.,__ - - ... " I I I I I I � � -- - -1 ; .1 \1, �:, � -:11 -, ",'���- I I - . I-� ; ,-, -I 7 I /, �c - . I I , I * i, � ,��",r,�,.,� -- :-":,2�-,.4 I � � I I .. : , � '. "� "" I . � - - . I i , . I -If, , . I n�l "D " ,� I ,�0,k . . :: - I ,I 1 '04) . \ V "_\� - .- .1 � : '_� I , :� , , ;�:If' 1 - "i- , . � . - �� I 1� .- , ', .� , I , ,; I.- : I , . I 11 ___ I � -, ( k .. lv , , , �, - � . _-, 1- 1 ''I , ", -1 !� ,.� -, , ,�,�, . I �� , - . . , I , I ;� � � I �__ T �, " * I � � . I . - � � ", � � _ . I - I I � I'! I ��,� ,-;y; � - ��r,, ," - I I ,'�' 11 �I I � I - �, I � t 1� , �,�,' � I t � .. , �. � � � � ,I 1". _,, .� , � I I �_ ",i ; ... .4 - � � ,- - r . --. - I _, !� I ,�, . I � - � _,,, , ��:. / ,'- , -_ ,- - - I - I . �� I - . ,_ " 1� -1 , �, i I I "I _, . �� J 11 1:�7 t\ou,---,,,-- .: - _ P�` 1. :,. ..� , , , I I - '' . - - "I 11� � 1� , ;:, . " , . I , � I I �._� "I 7�� , , , 1, , . I I , "I :! : -1- 1, - - - I ,,�,_.- --- I . 1, I � I 11, I . � I I I I I � ��,� :� I � .1 � ..... . 1� 11 N, I � - '' . I11 - / _�. . . , � 17_ .k'1.13r10_i _. LO�L�, -_ ' --- --- .A..'_- __��,_ L� I I 01 " N , 0 i i . � I " , I � I �I �. I , I I � I . % I I . . I -. . 111_� .I z I - __ * . IF IQ tp .11 - J;? . t .4__ I . ; In reference to the J.Schwartz Warehouse Expansion project,we have received a resubmittal . . / , %�,, - . ... . . L 1 , � ) I I . . I . I . I � I. . . . � L . I " -L. 1A I / ., \ : I .11 - I ill I 11 �_ � . I T"t I L: . . . , / - \ . I ,. .. I 1 , )/ I %1�1 I LL "?�. - . . I IL I . V10 IV_." ) -- . - . t or �,'S^L, . V 7 . : � . - . I . � - , ;, I I I I I I - - . X .1.0'---, I . , I L . rLittal letter dated March 29,2004(with - . L , - I . I I - I :, 0 I--- I - - i _____1 .- - -_ J _-4-$C1.1 . r V_ __A� - -�,�__ N3 lot, )h\_ -_ . 1% . . L ,. _ from the aPPlicant!s engineer consisting of a transn I I .1 - I 11-1 I I I �, I N � L, - . ,,, '.� I . I I . . o% -_ - I 1. I -1 I IL I � I I �. I 11� L I ) f . I .IL f" t." . I I . I It I 1. - L L � L 11 .". L - r� L . L L ..:�,� . - A - . -IJ ,,�� . . I L - I. , I - I I -, L � - I - I I - I I . L I I , � I . I ' 'I .-4 � � -L�,_ 1 L I , I . iii _��, I I , - - - I I '. I . .. - I I I I , I i I . - "I ,�.. �.- I �, I 11 I- I I � L I I I .� 1 I I� � - I - I 11 IL . , : I , I _ . 1 � � . . � -, - I � I I . ,� 1, 1 1, I- - I - , ,I , I - - � - L- . I , f " � I � - . I L � I 1.� I ', - . I - I - . � . I I � � L , : � ') I I I � � I . - I I I . , - I, - � L. I I I �' - . I . - -" - � I � - - I � , i - � W I , L_ � I _ . . L , I I 1. L ( - I t.. \ I 1_� . , '� li� - I I I , I I L � A .-�;��� - several exhibit attachments)and a cover letter from Peter J.Brown Construction Management k, . . I 11 L I - I .- I 1. _ __� I . dated March 30,2W4. These letters were in response to our comment letter dated January 21, :. L I L I I It - L I I L'-. ��_�*� _ - _ I -,I- � � % o . 4 -- -, � _�i_,,\11 7 ; I . .� �, \ I . - I ,�, - I. - I ; - -I . .I . I I ,-- o - - - -m I -, i 2004.* . 11 - . -1 I � I �_, " L . I I I I I " "I vi . 5 -1 I - - - _ � . - C. . I I ( , --- I I I . L . . 1. � -, I - , I I I . . I L 1 _ ----. _. L . 11 I I I , . 1 4 . I . - I��' . I I- I � I . � � I I I I I . 11 I I 11 , I . I 11 -, I - I � - � _ I I \_�� I : \ I I ; �_ '��T ( I . - I . - - I �I 11 - :-, I I I 1, , I L L I L 1.. I I It - , ,-"; � . f, . I I : I � - I . - � .I I I" I :�_ I� I I 1, . .L -1 11 � ,� 11 I % .� - 1, I ., - ,I I , . ` I- I I I-. '.11-� 11 I I L . 11, � - I I I I 11 4 ,-. � I I I I .. - �I 1, . I -_% ��) L- , I . I I L ' � I �, � I , L - I � I I �,_ I I . I I - _� I � _ _ . Z _ , , . .(-- I -- I � I 11 . I : ", I I I , 'rAk-,�.V_N,Qx�6., " � -'fil pL,_�--� I � . . �_ I -] - , �, ,�-'� � � I I I I- I I I, L -.� I I , � , - . I I I ,�� I , I - 1. I - : , .:- . I I I I I -, lyl I -% ",- - , _TIZF_Q�._%1��C r> -_ I 11 ., I ' L 1I. -- : 11 �� I _ - -, I 7 .1. � ,_ . f - I , 1. I I ,-, I - I I. �I I L . ., � I �.. � :: 11 I .L I I ,:�, � I � -, � I L I . . . \ - -1 ,,�� �- ' I � ,.- / i . . . - . �, I,, . . .1 . , � [ � L I� I I . L �,I I :, , I I :, � I - I I ,, I \ I A 1, /i , : I I I I I I , L 11 I. �(I 11 .I 1.I I -_1 ,. �-, . - I 1. ". �.: ,I I I I - P ' 'I_` ��f ( �- 'Z4M,� I . .1 :L'� I, I I ��" - I �.. q I I I I r . I- , -- I . I I 1 L�j I -1 : I �_ -' � I .1 - \ - 1, . - ,* 11 I, . 8, . .V*%,,,��, , I I I , � I 11 -1. I . ' -- : , -� I I . I I L � . L J � - ,� "'. . - � - I �": , , � I� I ! I I L"I I 1�� '', - .I -, �� �" � � L I ,L �-- I I I - I � . I 1:I I I I I I", _� , .: � I ,- I - I- I I ,-,- ,- -, � 11 I . � , L � I I " , - I , � , , .:�L"'�. I - I I i � � � I . L- ,�: - _�)A 0(,a I. I - I discussed Hie mp - ,_t,, �I �. 11 I -, I - _1 ,� I I I , - . I� � I ,�, ,��_ I I I ,� 11 � 11 ( � � , '__-____J__. I , 4, 1 4 ,, - - . I .1 . N " ,,, � . : - - ' "1111 1� . � I I I I . onse to comment 10 with Peter Brown(Construction Manager). This . � � . - . I � I I L 11 I- I � -"L - I I , 1, , I L' - L , -1-_11,_" --- 7,,, , , L I - I . . , I -� I I � \ I � ' ,L L . L : I - .. I ., I L I �._�:_� � 1, I I L � L I 1 1.4 - I I I L � I L � ' :171, p I , �,f, - , L" ""' " i * I L _' r ;-F' J_ � . .��� , - I 11 .- __ . 1._ I , - " I I- I . L I-, _ I .11 r-- . I �', I . , IL - 1, . $ - , "e.- I'll � I ! . . , � �� , I _(�31%��ItVv_ ItI5 I 11 . "I ,_ I 'i , . .1 L� , L , , "� k � _. . I1 I � _ * ,��_': �Z ,Z,0�4 I , L - � I d under a gravel I �_: ;'_ _ " , I .1 � ( � x' . L "I , �, $I, �'�',��'.'��_",'� I . I � .. - 0 I I I . L . . . 11 I I . -- comment is in reference to the-existing leach field which will be locate ' � I I L L� - - , _ �_��,�'�' , � I / , \ , - r, __ ''� - 1. _ . ,,, ,,, , .I ;, I . L' � �, % , �-- - r . � ,1W ?Ut?O% >," . L �_ , , � I ' � I. 1- I I �� _�, �,�, , , I , - . ,� " , - I , - I ,��, � I � , . I � � / / � tional but Mr. Brown indicated that the sys m is - : , L� I I_'L ( L , I I L I _� I I,�- ." I - 1 - . . 1, I I I 0'%** I., , , I . driveway. This installation is unconvenil I-' � I :. . . I . .I � I 11 . I 11 I � % ., 1� 'L I'I; - I I <0 if , I �, ' - _T,�,Z� L - . * I % " I 1,L � . I I 11 . - � � . , ,. , , 0�W-4:iYK,4:V*op"', -, i- k - I I � I . � 11 , � : . te \ L"-� I I ;, & I I .I I I .- -_ I 'L - i .1 , I , I- . -LOD"qb^'G &CO%T(DO M ! I . ... . I. . . I . ; I I : I , I I. I � �%' , --,- , � , I . I . . . # . � .�� . I .1,��. '>W:�U� I " - L I c, I . ,L M6 t�� 7f7 h . Itp. . I -e- ---.-.,.----- - -, ___/. / , V I h fi 11 �_ ( - . I , .% . . 1 -1 I . -----.-----.-----.-. . - . . ! ..I * 10 I . - . . . . I installed deeper than a conventional field and that they currently run vehicles over e eld Ir L � t � - I. __ . . I V I "I . �0 I ..."', L . , - . . . . 'L . 1, - -I-, -I =V� _� 44�_)_ . _�Z., - __-__ --.1..r_�_ I - __ -I--':,-,-/------- �. 'A,�, . � - I I i \ . I , 4 . I - 4,111 , . j L I - � I - with no apparent problems. We are willing to let the system remain as is bemuse there is .t � I( f,_ ; I . . I .�� I I I . - -, , . I . .. - I 11 I At I I - _�w-okgwaq --) , -1 '016� ,O -0� , �, N - 8. .11 W_ �_i ,mV, _&P&wV-. T _� _V_V_U� -3�� !,M, , . . - . . . I L . I -1 , sufficient space behind the warehou I *�-- � I I .. .... - . 1__31_V__V_Z - " , 1'� ." . . 1 L , I i I I . I � � A � , I I 'L . _ . . . , . I t�--",,li�l I . I I I Xe_0�--Al:)C�z- -, I . � I I I . I Se to reconstruct the leach field system . L I 0 3" 1 slll .I I .1 -_ _( I I - I�'L . I I - outside of the ' . . t I I I - , J ,I . I � ; lr7�7 � I , , , �. - . - . driveway footprint,9 needed. . I � I I . I I f .. - L�.. �! I 1� I - 11 - . . � --_.__.�- ______ ., I . - I - ,� 1. I -1 .-,. - � . I 11 'L% � I I I J I I . Ii � %4, 1 0';,a,,��i�n�_� f�1' I � I � I . . . I . -L t. I I I .11 . I I I a . � � . � � I - L 1. lc-" --1 I I I. _ ; I . � �: - L .1 �, - � I . I 11\ I . L -: _::� --.1. I I 11: �11 . I . I . . / - I I - . - . . I IV I � � L -1- , L I I I 1 , ... �I I .. I I _ I I I . , I I r I . L - I � I I I I I - .. I I L' � I ;_'__` ��i,�;, , I— � L " I - - �- 1, L I . �.- -_T�- L L � I I L L \ - - . I L - 1,�C; � - . . I ,;,, . L. .� . . I� -I I I I - I - -___ � . I L .� � I , I 'L I k - , . I . 1 I -I I - � �� I I I, - - I I -- � - - � � � \ _-,---- . _ 11 - J L . . . 'L I :_ � . I L ., .� Ka" I _ :," I�''V, I 0 , I ��- .. �. I I., ,� �.�� I- I I I I I I � I 0___ NN I �I I i 0 � " ,. � I '�I i ,I L ��, I I I . \ : �',�"P,_�___ ' 'L� -I I, ," �,,�, ,�-- " �, I I. I 1_� I -11 I I I �1- _ � � ,- �� -11��I -� L I I I ,� . '.. I I o -1 .� I I - , . :_,, � _.L - I I I I I I I . I ," . ". ,� ", � 1 1-I I it 11 I- I 11 , . , � "I I 1 . . L L I L I 11 . L I 11 � ' . , - ", , I . � � I � � '5 1 . -" . ; \: � - . . 1�''I'll" L "L � - _L ,� I " L . - I Provided that the informatioti provided in the attachments is incorporated into the . � / - ��"*-,-,. . I I I : I 1:� - L I , , tr . I !!V ; , � ,�� I '.. I ' . �I ,'� . - 1 I " A � ,* � � , I I I 1- pwie ,pe. ,- - ,� .-,I . L , , � � - � " ': , ,, ., � 1. �� , I I I 11 I I .� , ��, -1 - , , - , / L L 1, I : .I , I I L . 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S, 'o s: Site as bi I I: I . . � - _L' � . -1 Revis- n I % I . - , ,� � 1- , -, if _ _ . - I � � �� I �t , I - - , - . 1, - � I I I �� I I � L I I'll �, I vl-,� , , I � � I _:�, I D ,��- - I I I I I 1. � __ v, -if I - / - � ' IEMS%N�Ns vy?, C_,T�t,,*,W_G *r2,171e-olois� = _- - I - I - - - . �� - - - . - - \ , � Revisions 42-20-CA �- - L . � 11 1. . I I I : _ �_ L,A, I 1 I - o %�. I - � 11 I - I I deed inforMatiOn on ea0h parCel. . - I **%� � - , * , � ,� ,,; I�- - - . I / L I I , 1. �,'11..�' 0;1 , , - - �, i � 1',�' , " , 001 Add-It,on - , A I L . . . L ,._ Z -J � "i * MUSTS190V - I I I N I . - . I - I - f , ", � i / :, �� � %, I ra';.,., , V IDENTIC L owner - t I I . - Ally-parcels that are to be consolidated i ' .I . - . 1� . ,� , : / , ..- ��_ , , I . I, . .... .1 �`, �� I I L . I � ,---- L I I . I L I � I , I - _ I _�11 � "I I s: I . � � , I . - 1. I L � , I :I'*- I � �;� 1 , , � - UTO I . j7'r " . I ! i "%***%� . N,_ � , I / ". ,-- � . . I, - Revision - `,,�� I i L i I I � , . .% . . 1 �," 11 1. I / - � . I' ,,,I W - -�� -�,._ -u-__--_- 1;z_--rr=w-;Vzm����,� .4�1 1 . Please be adviAed that any additional coMolidation/sPlit requeStS c011cefniI19 �'� f I . I ,11 L . . � / . : . ______ " ,_-Ir�'r,"J�', _ 2�111!7� L I . ., I I . � . . ! li .. �� L '' � - � ng fee being cliarged to th I .1.. �, I NIN., I - L _ I I IL � I -1 I . , . . , � � I . . 0 1 1 . , . I , I I ,.",--�_��, - � , AN L L I I LL I . . . . . I - .1 , . 4, ,�.,"�, I .1 I _:, ., ,,, , _L 11 � . I ,;-:p . . '_ f I - , , 11,� , � SIT11:4 PL , : ! 14 i 0, i , , , , , , �J. 4 - -i I __ " 11, __ -4 , , __`� '�_�_ --.I I-- .- - - r:�____ I - - _",,Y' I 1� - a CW* r =&_11__W . ; "', I I i - I I I I X i I I I - - 'i ___ �"`� / I I � - I I Lt'll;I(Lit I - i -�,-_ (OAD T:� - , ,, I i19 *1;5 , , , I I �-. 40 1 � - "W , / / "'� ; "A- -1 k__i "" 7/4 , . "_ 'i I. ""' " I I - L " I - I - i I_ 1i In__�;__I - , I I I . L . - L, / ' ' L _�'�'� 1,, ,�":�",* - � 1)W'sy. 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' tJ r � ��, I I 1 -I I 1 ,�� ,y'�• �D I � �G w,.l�: ` 1 1 I f tip'' / J IVY IV rr O / r4 \ \ -33 '>1�Zuur U4 �7> a� \/ \ i I .• << 1 T ,,, -lq 100.SDFi (`o ,r>,n� / / f / \ \ 3� •�� \ \ ' I / ��•.. , �I�: a I y rus.�t.•. 385.'20' 1 �rj� Im s-r l mY t ES to IN Sq bc P. �. ' \ ` ;•, J , L:-j IV T W QUEENSBURY ® N �� � I {', —_._. BUILDING & D PT. j REVIEWY �II,�����.�\••..����,�,� �•�,�•A,y' .`I_ , . .; , . , � =�- .._ -w....:...,..,. ...».. ;"' -••-"r••.�.,...,-_...._.,_.,. •.► ..:.�-...,: .L. ,- _ a�� ! DATE d'�•l : I / r�.+�/,4\•N C.\4N V\/l W{W�W � // � \./+ �^ \ `, ' 1,.'I- r , 1. .'• • - ..r.- ♦ 1•f••.r f_ 4y-i �. ;` , . .r'.. . 1 ..� .}'.4...rv..r+ +.r. • ._+M.Y....-.•_� ~ .. l i .\,� dt�'90��1,��0�' r` /� \ • a' •� / .,%,• '• - R L' •' , (' .a.r... - .t.,.•Sfitt4til,t.-•�.,,e - .._. - .,r, •�,,......-.....A:'!'(.,,,,•�,' C9 K\tX -M bv. k 1 \ f s_ r ..rs.!-.+w •w.......... _�.,. ., - ,,..1 • .,+� _�, ti,.►. b`i / TKfti;r. vs ua - lx `) COPY • � ,' ,•' r �./ l � �/ �� \ PRoPp54� A0.At►.�gt,�=,, / / 1' �-:�-' l �'G� / / �` '1iSLaGTuQ.t:. - ZCo4/ �/ i 1 ` , \ / lViYl t`C� ali lave r1+ 4wl( tills, Ai �^ > Q7 LQpNriE 3 B s d on otie I{tt"i d ox mi a. .j(.m, �T � ; A /�/ ' ComI lidf^f;vVit i C;Ijr c n p •\ / 1 fEG't t7E' i;tryT's'I.tF_.'.1 zj.�l C�:i�l`i:°iS fi!`3h� SITk,WORK NOTES: Revised 12-10-YJ � � / / / \ / � 1 ` / /• ` / \ / / plans rrG Spet�'C aP' ' S are In full Q 1. LOT/4 OF ORDINAL SUBDIVISION SIN 2.078 ACRES \ / / % `- COfn li;tnr,?:ritfQl t! do jU!)(�;t! , gS 1.0"r N 13 OF ORG(NAL SUBDIVISION 2.U78 ACRES 114,3U1 sq.ft. / \' ! / 04,E 18 sq.ft. 1 `' / A(t�m York stIate. TOTAL MORRIS PRODUCTS SITE 4.702 ACRES 204,818 sq.ft, / �' / / / 2. EXISTING OFFICE./WA L WARSt 20.000 sq.ft. / (, TOTAL EXISTING ADDITIONAL WAREHOUSE UU I 2004 / Z. rttQ,P� 0 STSZIa(�'t' kY tLAjb fhL)«t0►.� -� 30,600 sq.ft. 1 A1;1_+ -1;, ,EC, t cT. 13LL1 TOTAL EXISTING AND PROPOSED BUILDING 30,600 sq.ft. � �� 'QIST �'"Rl�,s�' \ �\ / 3. EXISTING PAVED PARKING AND LOADING RAMP Q�Q.l7l � •� •� O�QS� b-` 13,000 sq. ft. ,� .` % •` -. v` pv � ` .� 4. TOTAL IMPERVIOUS AREA 43,600 sq.ft S. PERCENTAGE OF IMPERVIOUS AREA TO TOTAL AREA 21,39fo \' \ � •� �I ' >� / J' 37419 6. PERCENTAGE OF PERMEABLE AREA TO TOTAL AREA \ � � ,�yofrHE STAB 78.796 �f / COU�?'2t_tLTi vi.: cOT9C ►YI / 7. UNDERGROUND DRY WELL AND DRAINAGE STRUCTURES EXISTING � / 1 \ � �TO�t D4QQt Ac`1� A. EXISTING 8' DIA.X R' DEEP W/2'N3 CRUSHED STONE 3,780 gals.storage S� � � / S�� , r �`` ' 320 sq.ft.subsurface drainage below frost. � �` � �K �` / / .' b%5 �S // 2nx no / B. EXISTING 8'DIA.X 8' DEEP W/2'M3 CRUSHED STONE 3,780 gals.storage ' � � \ rVF ILLIAM E. n/1O 320 sq.ft.subsurface drainage below frost. • NTGOMERY \ t ��c( ! b�xt war. .TR. P.E.THESE PLANS CONFORM WITH THE T1WN OF QUEENSBURY PLANNING BOARD r / / C. EXISTING 8'DIA.X 8'DEEP W/2'M3 CRUSHED STONE 3.780 gals.storage RESOLUTION, RESOLUTION SITE PLM 69-2000 DATED 5-27-04 INCLUDING r CONSULTING ENGINEER 320 sq.ft.subsurface drainage below frost. STIPULATIONS A&B BELOW, �' /r D. IiYPA IN(1 2.0'X 12'X H'1,1'52 URYWELI.WITH 2 s CON ROCK WRAPPED IN A. THE TWO LOTS OWNED BY 1EFREY SCHWARTZ AS SHOWN ON TIIE 1989 1 / MORRIS PRODUCTS INmeow C. •I'YYAk FIL'I'Ek FABRIC 1,152 gals storage; 752 sq. ft.subsurface drainage 1 r / ) ' below (rust level. I RL'VIUUSLY APP1tUVED CARI:f INDUSTRIAL PARK WORE MERGED AS 1 � y�' ((�� 53 - CAREY ROAD, QUEENSBURY,RECORDED BY THE WARREN COUNTY TAX.NAP OFFICE DATED 7-14-04, r �•r-`/ Q SBURY, NY 12804 '� r 2005 Stair Area Addition E. I'KOI'Oti1:D 2004 • 2ll'X 12 X R'DEC.P DRYWELI.WITH COB ROCK WRAPPED IN \` ` / ( / //a- r / TYPAR FILTER FABRIC 1,152 gals storage; 752 sq.ft.subsurface drainage B. C.T.MALE ASSOCIATED RF.VIEWD Tlfl-PROJECT AND BY MEMO TO THE TOWN / �? below frost level. OF QUEENSBURY DAZED 1UNF:fI,2004 ACKNOWLEDGED NO RECOMMENDED // /~ Scale: Per Plan REVISIONS TO THE PLAN AS RHr1EWED. `t 1 Drawn by: P.J.B. \ ' Date: 2-12-05 F. TOTAL EXISTING AND PROPOSED SUBSURFACE STORM WATER STORAGE "r, / / Revisions: CAPACITY; ]3,644 sass storage. Note: These revised notes Were added to ttl plan upon the iasistCaCeof Mr.Craig Brown, � , ' i •J i' ' / �� / �/ ^�Q Revisions: 8. _.. a `` '� PLUMBING CODE OE NYS 100 YEAR 1•HR.RAINFALL 2.25" ZoninS Administrator for the Town IQtneet)sbury,on May!9,20Mr By o B 7_20.04 ReV1S10riS: NYSDEC PHASti!I STOkMWATER QUALITY VOLUME EVENT NUMBER .98" \ \ y / "' "' t �w ft OR 12.55) itals.OF STORAGE REQUIRED. ' SITE PLAN 2005 _ _... Dwg. S -- 1 - - - - - - - - I s -- Z ��4 _--11I - -_ — - - - - - - -- - - - 9n'5 °--- — Us - �- ou►� eQ �__^—_J © , '•C_^__—� .,-� �• L�� P'�C�Fb.Jc"t7 Z004 D�'�tS1DO • A• It: �� p 1 � :.tom �C � �� dQGl�t�la � I� ' � i , ' -•---�-- _.,,•' ' .1..- --•--.. •.- .' i I I i i i i ;' � � I I ,. 1. M _ L p I I i 1 I i s I I 1 ' i I I I I I I ! ' I I I15:'I�A Ct+r F,p.GAlA�stF►J 9"0 cTM cw01 i I III V g C �•=- las w u.� ° o - a M K 1 _ 165 3' �' Ih �xw�'n+ I li I I I I I I i I 1 ! I i I 1 ,'�- I +• ' y�, 1 III (� —� �_ 199q �D1�c� WAVLk `- -A.0 r I q N I I xo¢�o�c�►w Ili t I I I I I I I I t I I I r 7a►+ .11. �.r. �;I I _._ I '' 1 I + EXISTING WAREHOUSE - 2001 SCALE 3/32"-=1'-0— — — 10,100 sq. ft. -ftW1q„ A II'K IV- I. , I , ]© �; -- c --, + + t I _--- -- - -- - r --ii i -- � ; ; —4b- I VaDVIOQ A it-413.1.' I I 11 I I I oPW�,�,u. 1494 -%Wn• ac�k�-u RE ou 0�SE:O T c -C_ _... .7 I C—� _3 C .._� _ G --�. I ! I I �• � I � � SE 2�04� 4C`A 1 1 aJ __L _• K • I t4 --- -- -_-I I Q �•' ' r"Va' �QTdrea...N1Z. 1 6. -- i� I ntD{�IOA D Il: �13•.!: \�DCL-CU\ to w _ a I T F..E 4.t11�R i 'I Qt►rn e 11" — tt, 2uwS e tt P G. a ► N u� N I PRC�1f�1c 1l'. W I O� 1. I I QJ 11 O Auky o?ElN\Q,, r11 d' cs - t �— ,— -',— ,— ; ,— —I — I— -- — — J-- — — — — --� I `g ,. � •� I .. . 1-4. )l � i CuiuQE STat�S U� I �4t�tat, t � i i . ' 1 ( t ► I Et_E� tt2.bo' , ' , t I r• I I 1 1 I 1 0002 Zoo ' 1 ° � ! 1 j •�I I t j t tlod2 I j t n d v I 3.6 1 1 , I FUiuriz ,� m", c-tP 1 3 d-4 • L O N I t I 12 I -- 1 _ 1 I �aGg ~ ' 1� ' c� 1, 1 PROPOSED WAREHOUSE 1 9 ADDITION - 2004 10,251 sq.ft. I a � �I — - r----•I I`' I ( �n_I�to� II'•o w►nc X _� I ! I— � ,. fin ,1 Q mom --N tnolle 5rr E OcT. I lG� 'I I t A. - EXISTING WAREHOUSE - 1999 - 2000 �� c12C I I-� �_ I °' _ b E t.� �v.EQv�*xy utivcs - l - ^1I®. I SCALE 3/32" =1'-0" 10,000 sq. ft. N.P. HAao quu• timmp I ( I ' 23 �C 2I -�( /�' P.A. v�c ►� II II 23_0 ` a' 'i&q opt;tJ101, � t 9 �' - - - - - - - - - -- - - - - - - - - - - - - -- - -Ji' - - - - - - ---- - - - - - ,�, D•'I D-� I —I— T I I 11 J , •. VILE'- QoC� 1 4,c) 4 jV — Li �' 'I r _ I � I ' i it' ; � • 4�2�Ut�c 11.E WIDE K I c ► — - — I • - -- J i r / I wNolu� aao I , 7-7 13 J I( I i am I - PR0131 M F 1)t � j 11 li i i it 091wl%.)G 11:0 Wlo6 MLo ►11W W( I p I----- -- --- I , - - - s p3 l II BASE- GIQ�m4�o'Ab'•o- A.V-F: 1 / 74 W1 3uSuy,RuU d S4riel mot HE STA V m ra u -'-11 �, I �, 1 I r j�o t � �t EMT vULy. � ��_ 3�'O_� 1 �) I• 1' 'I Ii 1 — — T.S Et,TttLtdR EctTi E.t:e I�' -- --tto n ;I tj �i ►i it in _ -- _ _ -- _�- -- -- _ _ -- _ _ _ _ - _ 1/n . \ ci WILLIAM E. MONTGOMERY JR. P.E. /� I 50. Q CONSULTING ENGINEER �--�— b MORRIS PRODUCTS INC. s w �2-99- F1QCWnLt_ 53 — CAREY ROAD, QUEENSBURY, NY 12804 -- 2005 Stair Area Addition nZ0?mr--0 STAIRS- ZOOS IM 'SQ FT Scale: Per Plan Drawn by: P.J.B. Date: 2-12-04 Revisions: Revisions: BLDG. PLAN - STAIR AREA FLOOR PLAN SOUTH SIDE & WEST SIDE ELEVATIONS Dwg. A - 2 I Q BUILDING&DESIGN DATA: Revised 2-12-05 EXISTING BUILDING CONSTRUCTED IN 1999-2000 Q Phase I OFFICE-BATHROOMS-LUNCH R.M. 2,040 sq .ft. WAREHOUSE 7,960 sq.ft. I "TOTAL 10,000 sq.ft. 2. EXISTING BUILDING CONSTRUCTED IN 2001 Phase II WAREHOUSE 10,100 sq.ft. I '¢COT- PutLLX►1 W L..�P r-o Tt l,101 rJb - 3. PROPOSED BUILDING PLANNED CONSTRUCTION 2004-2005 Phase III WAREHOUSE Incl.3 hr.fire wall. 10,251 sq.ft. Souc•\ ��c S L\c,�a..'Qt.r r :,,�� 4.lcpv5 E.c� 3.A PROPOSED STAIRWAY PLANNED CONSTRUCTION 2005 144 sq.ft. d 1"To 2" Floor I TOTAL_sq.ft.PROPOSED w/2004&05 PHASE III ADDITIONS 30,495 sq.ft. 4. FIRE ZONE A,B,&C: PHASE I,II&PHASE III 04-05 ADDITIONS\OF W1tt1. Gt 2"T5 �v M�cTAI. . -� � ••.•• 3U,495 sq.ft. [ I I 5. FIRE ZONED FUTURE - /5Z x?0/ PH j I �� 3U1t�1► L- MIGW���'ra ( )PHASE IV 30,555 sq.ft. 6. TOTAL BUILDING: COMPLETE W/PHASE I,II,III,&IV 61,050 sq.ft. I i PER NYS 2002 BCNY THE ALLOWABLE AREA(503.3)PER Q2 ' NOTE; FIRE ZONE IS 30,625 sq.ft. THIS BUILDING WILL � �Q D'Q. CAc�, i�Cl� ' HAVE 2 j t G%ATU&z- Otva �--�� FIRE ZONES WHEN COMPLETED OF 30,495 sq.ft.and j 3�15�5 3:O Or- 30,555 sq. ft.. THESE ZONES WILL BE SEPERATED WITH A �"noo 0k) a�Q O 0L. �10� UXATtoo O� ' ' 3 HR. FIRE WALL WHEN PHASE IV IS SCHEDULED. 1 - -- -- - - - - -- -- -- ---- -- _ ___ 7. LIVE LOADS: I i - _ - - - - ROOF: UNIFORM GROUND SNOW LOAD 70 psf UNIFORM FLAT ROOF SNOW LOAD 50 psf j I I I I SNOW EXPOSURE FACTOR 1.0 1 i THERMAL FACTOR 1.0 I � I I � l +I j ,' � I � t IMPORTANCE FACTORHL .0 TERRAIN CATEGORY 1 1 T q0 4 I I I I i I SNOW DENSITY 25.1 cf '14 ' DRIFT LENGHT p S DRIFT LENGTH 2.2 ft DaoPa>m I I � � i btatrt+• j �a 15,S TI F4Tu i 8.8 ft. 8. DEAD LOADS; ROOF: � 16sf p 15 psf-Collateral I psf - i• -- • - __ __ I '.Q 9. WIND LOADS: ROOF SIMPLIFIED PROVISIONS-LOW RISE BUILDINGS BASIC WIND SPEED(3 SECOND GUST) 90 mph S. DIRECTION FACTOR 0.85 IMPORTANCE FACTOR 1.0 I EXPOSURE B TOPOGRAPHIC FACTOR 1.0 GUST EFFECT FACTOR 0.85 IPI� INTERNAL PRESSURE COEFFICIENT-ENCLOSED 0.18 -~- DESIGN WALLS 20 psf Gi ROOF UPLIFT 15 psf ACT EQt�Q, t.0 411. l. l.u.» 3 i 10. SIEISMIC; PER NYS 2002 BCNY SEISMIC USE GROUP &OCCUPANCY I SITE CLASS D SEISMIC C BASIC SEISMIC FORCE RESISTINING: BOTH WAYS -- r -o � CONCENTD IESIGN CALLY BRACOED FRMAES NOT DESIGNED FOR SEISMIC DUCTILITY. +l IL SOIL BEARING CAP: PER TYPICAL. W.GLENS FALLS,NY 3,000 psf -- 0•1 - I.-- 12. SLAB ON GRADE WHEEL LOAD 15 kips r 13. MATERIALS: CONCRETE walls-footings 3,500psi CONCRETE slabs 4 000 •• PnD / i l si P Note specifications for Slump&Additives STAIR& HANDRAIL MATERIAL SCHEDULE: 14. INSULATION: NOTE: THIS BUILDING 2004&05 PHASE III IS NOT HEATED OR 2 sets,prefabricated metal pan stairs per plan per plan; (Parts per set below.) COOLED; IQ•Q11A1As a i(~ Y-6"u.a.w,with pressed steel stringer channel 12-deep x 2.0"12 ga.on both sides. FOUNDATION to 4'blw grd.t-1/2"Styrofoam SM ' r I or(MC Jr.Channel 12 x 10.6) 'Cop flange total length l U-10'/." 1,224 sq.ft. R-8.4 r 10 runs(a,1I" - 12 ga.steel pan treads,I'-0" x 3'-3"wide tapered slope,2-high,w/'/;' lip on the lions and back. Weld to stringers w/ 2 ea. I 'i:'x 1 '/4"x 1/8"x 1 I '/,"angles. ROOF 10"fiberglass 12,200 sq.ft, R-30.0 11 risers(at 6-7/8" 12 ga.steel risers set for a 1"sloping nosing x 3'-3"wide. SIDEWALLS girls 8" 9,320 sq. It. R-24.0 Weld to stringers w/ 2 ea I ',:"x 1 '''A"x 1/8"x 6'i='angles. DOORS exterior 44 sq.ft R-15.3 4 sets,Iland rails w/ I '/."nom I.U.pipe&fittings as follows; (Pans per set below) 14•A STAIRWELL ADDITION 2005 WILL BE HEATED AND pc. I /.'x 1I -I0?:" rail COOLED FROM EXTENDTIONS OF THE EXISTING HVAC COOLED 3 ea.welded on brackets w/Y."dia.hole for lag bolt fastening UNIT. / 2 ea.35 deg.weldable elbows I %I'dia. (Fabricate to 32 degrees per plan) 2 ea. I '/."x 0 de rail it returns . FOUNDATION to 4'blw rd.I-1/2"St ofoam SM 2 ea 1 '/."x 90 deg.rail returns g yr C-M•�.�✓7� 5��Q w 2 ea. 1 'h"weldable pipe flange w/4 pre-drilled holes. 176 sq.ft. R-8.4 CEILING 12"faced 144 sq.ft. R-38 SIDEWALLS 6'/."faced 1,056 sq.ft. R-19 ,►1 2/ ' � 4G%"r1$ C� iEOfd As O RIj qTE f.�0.�b o a,,aSE IIo DOOR exterior 3.5'x 7.0 25 sq.ft R-I L /U-.098 �.i WINDOW 3.5'x 4.0 14 sq.ft. R-3.5/U-0.28 AN APPROVED SILL SEAL WILL BE PROVIDED BETWEEN CONCRETE AND THE STEEL BASE CHANNEL. Q214> Zo REMato t �b -- -' I I 7,377 DEGREE DAY DESIGN; ZONE 15; GLENS FALLS,NY CIOI I I � THIS BUILDING WILL BE CONSTRUCTED AND 22 GQ. l Iy tttitG'NAu 6lt7ltJL. wI1JJE� TO t't2Qt�e - V-C 4DOS G1tLT5 j1%r,% %1_1"W-5 I I -� Rt_t t �„t, INSULATED IN COMPLIANCE WITH THE NYS ENERGY I CODE. ALL"U" "R"AND INFILTRATION VALUES WILL �TAtR ���� (oaf 4 On b�I� - - '- - - - - i I BE MET OR EXCEEDED. ENERGY CALCULATIONS IN to Ruw, 0- l�•. 10 uv S -- -" - � r COMPLIANCE WITH THE 2000 NYS ENERGY 4. �. 11 - _ _ CONSERVATION CONSTRUCTION CODE LL STEEL BEAM CALLS. SECOND FLOOR LOADS FOR THE NEW STEEL BEAM IS I L,S C OQ, � BASED ON THE 1999 SECOND FLOOR DESIGN AS AN � e 2.��.DC. � � s OFFICE LOAD. • � _ _ V - - - - - - - - - LIVE LOAD 100psf T - - DEAD LOAD ACTUAL 14.73 psf - - � DEAD LOAD I 20psf Beam Load 1.45 kips/lin.ft. ft.16' total load 23.2 kips Beam W-14-22 A-36 will carry 29 kips / Columns for the beams each carry P 11.6 kips � E Ill W(. tU1QAL S Q Columns shall be 3 x 3 x 3/16"@ 9'KL will carry 31 kips ea. W-O6•L6" a,- W•14•ZQ �` SEAM `f� FLOOR&RAFTER MAX SPAN 4'-0" MAX LENGTH RAFTERS 6'-8"w/2'-0" 1/ overhang. Note we are using steel CEE sections from the train steel building which are extras from the previous 3 phases. t 8 C 4.2 Sxx 2.97 iru will support 3231bs/lin.ft.@ 2'-0"o.c. �-•- 51 g p2a 1,J4Lt_ ' I---t--- ' 13 for 10 lin.ft,span. bSA11Z 001b%01. I I I -- - / � ♦1 Q STEEL STUDS MAX LENGTH-UNBRACED 16'-0" SPACED @ 2'-0"o.c. Q Ep45 Jr I I T' Q !1J LIVE LOADS: 2 I 1 t c7 DIFORM FLAT ROOF SNOW LOAD 50 psf / f '_ FLOOR: OFFICE 100 psf I I /Ib COtUMU �j{3r( tt. ROOF: 15 psf-Collateral 1 psf 16 psf i '•� '/ i3X 3/ CAt11M1� pp! DEAD LOADS; I Ih. 8 C01�utU a )ND FLOOR;ACTUAL 14.73 psf 20 psf I LIVE LOAD 150 psf DEAD LOAD 36 psf TOTAL LOAD PER STUD 1.5 KIPS �.�Q• + 2.5 C OQr !� ' 0 1 DESIGN WALLS (WIND LOAD) ZO psf 2 ItL(cCpL 5t:pNlY J.2 GA t y� CSJ 16 Ga.6" rr�16'-0"&24"o.c.will support 2.79 KIPS. Use Dietrich CSJ 16 Ga.6"studs on all tall studs and first fl.studs. t � ( I pport 1 1 1 I J$•. wA�� �N a' 2 FLUOR STUDS; TOTAL LOAD PER STUD 0.5 KIPS @WIND LOAD 20 psf 00 'y111• ��L �u0� Q1 \y I I F 1 - 4 A S ;/q W/I CSJ 20 ga.6"@ IT-0"@ 24"o.c.will suypon 1.17 KIPS J � Use Dietrich CSJ 20 Ga.6"studs on all 2' .fl.12'±studs I m 'F WILLIAM E. MONTGOME RY JR. P.E. I,l• -X-TF5 vd:u 9 CONSULTING ENGINEER I ! I MORRIS PRODUCTS INC. �o11,0VEssroN 53 - CAREY ROAD, QUEENSBURY, NY 12804 y 2005 Stair Area Addition ' = Scale: Per Plan Drawn by: P.J.B. Date: 2-12-05 �T� `� Q E�1Qt�' � Revisions: Revisions: jAr'�GAVc t�L; �:p•• 41g ��� AFr'HE STNit1�5'* Revisions: SECTIONS & DETAILS Dwg. A - 3 WINDOW SCHEDULE: t There are no widows in the Stairwell Addition 2005 �h euasC P" 6° It eWsa V" .. (J a I! F I"fvC nt ni r, nrwn LIT llti 1 _- ' l / ,. • .. t ,v 1•n n�i,+, I p¢sarz,C %.6'5 n¢.xrts n 1.yp. ,I.9j/p. TLi DOOR SCHEDULE: " 6 Sit%I• SlUQ , ¢tEa,l•t.er• I �- - tn•v-n,n. sua, nS* [.1. -- Q r I I ' 1 .ri i I I rT e�4'p I j I ,�, '�' Dr. # -_-" ; I ��.,� ,T ,¢,� r Size Type Swing Label Notes; ;' ; D-18 W 'S`- 'Type B RH :,C„ B**Interior Fire Door D-19. 3070 Ty pe A RR-RB "B„ q Exterior Fire Door 21 CA Existing door 3070 I'/2 hr."B"rated exterior door. Note this is former DR-3. Phase 12000 PLAN NOTES & MATERIAL KEY; DWG. A4 to be relocated upon completion of the new Warehouse Addition Phase 111 2005. cu¢e OFCILI. ,�••� I a 1. EXISTING BASF DRIP tu D-20 2864 Type C LH Interior Door EDGE (to be removed for addition) Is•�;�Io•.T• --5;r;_•_ '- �u D-21 3068 T B LH 2. EXISTING HARDI PLANK I I x 7l16" to be removed for addition I 'c '-- � .''�• ( ) ,,, t� t {, 3 - Type .,C„ B"Interior Fire Door 3. EXISTING 1 '/"R-8.2 INSULATION (remove the top 4"for addition) orFlcE I :• I -- I 4. EXISTING 26 GA.R.R.WALL PANELS (to be removed for addition) y >� 2a o¢ 2!'�ye ! d J t rt i} 5. IXISTING 22 GA. X 7/8"X 2-I 1l16" ° �- `- t 1 _ DOOR S(H -Dill Mr7RRIS PRODUCTS z 4 on w: ° ° METAL FURRING -4 IIORIZ ROWS some to remain,note plan aI ' ` tl" I 1 TYPE A I I I I DOORS: *Doors to be CECO or equal. 18 ga. 1.3/4"thick; Exterior Imperial Insulated- STRUCTURAL 6. EXISTING 18 GA.2 X 6 L1 3'-0"U.C• �+ ., I Lites insulated 5"x 30". Frames CECO or equal. 16 ga.2" 5-3/4"frame w/ G22STEEL STUDS some to remain,note plan 8 �� a I sleeve-closer reinforcement prepared opening anchors system; Hinges-reg. _ 1L�li _ P P P g Y 6 g Stanley 7. EXISTING 22 GA.2 X 6(ul 2'-U"U.C• �'0 - - i'I 1900 prime coat, 1-1/2 pr. hinges reg.4.5"x 4.5"-Closers; Yale 3511 w/hold over ^ _ I - I crct ►sn�crr Ft�ti r I arm -PEMCO weatherstri in & seals A3(13AV-PEMKO N ]71 Thresholds- J STANDARD STEEL STUDS some to remain,note plan I Is•t. ac 89 1oct,.Y2 �e1E UnLiT1 2 I I I PP g R. 'h"X 5 %"FOAM SILL SEALER some to remain,note plan Yale 2000 Series Exit Device,stock finish w/CR206 cylinder,lever, / I 9. 6'/e"FIBIiRGI.ASS R-19 INSULATION some to remain,note plan ! I g Escutcheon assembly, (3 Exterior doors keyed alike) Doors to be preassembled and delivered to the jobsite. To be installed in the jambs with pressure treated Z- 10, 6 MIL.NATURAL PLASTIC V.P. some to remain,note plan a stops on both the inside and outside. 5/8"TYPE X DRYWAL[, some to remain,note plan �a�., •>, r,h 12. 4"FIBERGLASS R-13 VERT.DROP otwrx anon 3f YR'rva .o OR1.Jb or n:o *• TYPE B DOORS: ""Interior fire doors-General Millwork Landmark 3/4hr,labeled"C" 6 Panel '> + INSULATION some to remain,note plan ( � I ( I I ( '• 1-=-L- + °J!"¢�"^p1 ��� I.`tL coS�nJE J }- - 1 ti- \ I -LCE-Door with a Warnock-Hersey 1-1/2hr labeled 16 ga.steel adjustiable frame „ � 13. 6"FIBERGLASS R-19 HORIZONTAL I t I ' I - -- -- .__2ciD r, n INSULATION K- _----- --- ----2e o _ 5!8 ) or<(6"metal stud 5/8+5/8)-(7-1/4")> or <(6"metal stud-5/8) (6 w/5/8"drywall added over the jamb on the inside wall > spring hinges some to remain,note plan -�------ ---- P " W/ Barrier-Free threshold. Lockscis per future schedule shall be lever type 14. R"X 2.5"GALV. STEEL"7_"GIRTS Some portions[U remain,SOmt: handicap approved. Trim shall be determined in the future. R.O.shall be / to be modified,&or relocated. 3'-l"x 6'-8oved.. 15. 18 K 5 BAR JOIST(a�3'-U"O.C. existing 1,3` + •�- 16. 1 '/"22 GA. B-36 FLOOR DECKING existing&or proposed. TYPE C DOORS: ***Interior doors-Prehung 1-3/8"Masonite 6 panel moulded primed doors with ` l`v 6 � • 1 existing&or proposed. standard hinges-wood frame for(3-5/8"metal stud-5/8+5/8)-(4-7/8")with 17. %"R-8?INSULATION 18. '/4"T&G PLYWOOD DECKING existing&or proposed. standard wood stops. Locksets per future schedule shall be lever type handicap 19. BANDING STRIPS n 4%0"o.c. existing: approved. Trim shall be determined in the future. R.O.shall be V-10"x 6'- 10-1/2".. 20. GALV.PURLINS 1OX25Z14 a 4'-0"o.c. existing: Note As Built Plans •' `s_ I tcn�. 21. 4"FIBERGLASS R-13 VERT.DROP �u.nc,r -�It ewn.Ir-INSU t- CATION some to remain,note plan ;- ;-,--------- I , 22. 6"FIBERGLASS R-19 HORIZ.INSUL. some to remain,note plan I , 23. HIGH ARTICULATED DECK CLIPS existing above purlins t 24. S.S.GALVALUME STEEL DECKING existing rooting. 1/ .� i I , s,AOIll.- 6 0k,( 1,1 Cots 20 r.A I I -' ' ; ; ; I ; Ooea 2w :, t: > _'.r�. .� '_ ., '.'':, ,, -'-,>tt,l�. -. 25. 6"INSULATION W/ 4"ABOVE ii, _ 26.. WELL COMPACTED SOIL&,OR,ITEM 4 A.D.AFTER EXCAVATION. Ir -- - J S . 27. 1'-8"x 10"CONCRETE FOOTING W/3#4 BARS CONT. X 1'6" t - ;, �, •,:_l-Mom -;•,�, �-�- --- I BARS AT 3'-U"O.C. 2,500 PSI CONC. WET STICK#4 X 4'-6"BARS '- -- --- &PDM V.WVWb- _f f C (u),4'-0-O.C.IN CENTER OF FTG. W/8"IMBEDMENT. n + �, i 28. 8"W X 4%0"H-FOUND A"TION WALL W/4#4 BARS CONT. I I HORIZ.TIED TO THE WET STUCK VERTICLES ABOVE. -- _ _ _ _ I I I I id ! 1 29. 1 !4"R-8.2 INSULATION 44 LIN.FT. r 30. 12"X 7/16"HARDI PLANK INSULATION PROTECTION r D1Z.�P�t34L �I 1 J ;I l 31. WELL COMPACTED BACKFILL, INSIDE AND AROUND THE (( PERIMETER OF THE'NEW FOUNDATION AND FOOTING. &4 I I MIDST BE APPROVED IN WRITING BY TILE CONSTRUCTION -FQSGIA t SO'F�1T, o MANAGER. 8 C 4,2 301bTe, P�Q, Mgt 1 32. 2 X 6"METAL BASE CHANNEL CI @. 24"UL I ; 33. BASE DRIP EDGE Type 4 Two Lamp 277V/48"T8 32W/Electronic 1 3=9 L - 4C 1 ,�ly,.-4 I(AN r � 10 T t&V1SU_ _W.V1 _µiAT eut�t.a (1tLL, ' anp� �-fi �T t1oW.� �QAfi0GC'�'B1c U.y'C i I ,= _` I -- 1 �z ,( '1_I.. c,l, j?,t\►.u>�,�t, •_,t�.�f�v:, WA!ITS. Iq � � � J r KI ST106 Zuo 2 tu•�unt O Icy I:(j. I d'•0'w�0�. 2l. C,�. . � 5�\EtT obo�� bT�t, `rtyvs lo'l�' 7ZEu. S�L,� wuv_ II I NOTE: II u ; I I , i t t - -- I I I D-4 3068 Type B RH Existing Dr. i Add a double key deadbolt to door. A f �'• I �_ _ _ _ N _ _ _ _ _ _t� special hinged, locked steel gate to be added (:10-M 7.1 S"R�IL 'CuiuQE 57ots2s (t j t.4Notac. ! ; ; I 1 ' I _ - on warehouse side of dock. This gate will be �{ t ►( ' constructed with P/4"dia. steel pipe around the Il I L4 'R-1 -_L�'y UkLt1�l P P �T- s�8.. -T`'PE �RK�J►:`` 3oR1,5�4�:r f j I I 1 i i , r f f o� OOZ i0 1 I entire perimeter which will be 3'-6" square. Fu I t.trtE sT QNZc t�4 1 I I D.4 I 4 ea. equally spaced horizontal intermediate bars w/ 1'/4"dia. steel pipe. This ate hinge& I O ,r, • r l -- 1 P Pe g � g TOP OF nit T 1,,, OEd,I� 17 =to Teach 20GA '' ' 'I' lock must be capable of supporting a Horizontal 1 30� load of 500 lbs. it ' _ r 00 �uowa�� t I/� IAEMa : C),FLV N6 22 G4 - - - - - - � K r y i 3"�3'� '14' ✓$C A Z 11o15S Q t4`0 L. � 3 S � 4 o►J S�Wow as3ax olaoct.S � di I ! i 15 �atsz R�� • W, v C`' �a� t3 DSC o'F (bao. RASE of SuS%v im CEII.�� 6 i i i -- -- -- - - -- - - - - - - - - - - I 2r).9 1 'P� oty� 0.4.LEwxtL. . I to II 1ST fe' `S'EEL�T irn I � I II � dr - - __?�•1�'c�cE r�r���kt�ZQ ��EQc�,>J�>�c\� ��EESSIONq�F fin•4- 'BOLT 70 O.S.-Vogt 1�MOZ I ��Oe MpNTGp� ' J r ! I_ t�txT I �TE.Et. �tuos a 4 II _ / r - , a� �9fZly 03741°'������, f' 4' W1'AL IbUL ' �F THE SjA �I 3/r, t R tT�L�. 1+ 2 I l.arJotut, '�° 5 4 2b GA. 1�Q, GJ4al. QAI.t�I.S ST 1 ►� i b� J I ► r I 'SraGoao'F'L�oG� II WILLIAM E. MONTGOMERY JR. P.E. s�� SEzlD1° ° "� CONSULTING ENGINEER 5" 3 soo v�x. Ca►.x. Sl.da i -crzsca rt pPl�u� c�aL J --rQ�Z,o.G A R. 33 MORRIS PRODUCTS INC. 53 -CAREY ROAD, QUEENSBURY, NY 12804 lo' 11YoN� 4 Cp1AQJ►GTEcJ '4As b : 'o ;o e c o•• a . v s ' I ,,� � ..•o „- o o D• p � 2005 Stair Area Addition 11t� 111� I�- ! Scale: Per Plan Drawn by: P.J.B. Date: 2-12-05 `CUTS Revisions: •a •: 31 I�: Revisions: 128 Revisions: �I •I :a 2� SECOND FL. PLAN & DETAILS Dwg. A - 4