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2003-905
Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. j rmit File NO. ��" O No inspection will be made until applicant has received a' e paid $ valid building permit. All applicants'spaces on this ec.Fee Paid $ application must be completed and musf appear on the application form. eviewed By: a.Applicant: ' �, ��� 6g/,,,- Address: 2. Address: Phone# _171)2Y Phone#(�) Property Location: Lot Number: / House Number 1 Subdivision,Name: Tax Map Number: (�-New Building: residence /commercial 'Estimated Market Value of Construction:$411 j" 0,')_C2 o Addition: residence/ commercial o Alteration: If an Addition,what will use of new addition be? residence/ commercial O No change to exterior size: residence/com'1 o Other work(describe Check. OccupancyInformation s Floor r Floor Other floor Total Below sq.ft. sq.ft. sq.Yt. Square Feet o single fausil dwellin Q Two&mUy dwelling a Townhouse o Multifamily dwelling �#of units R . r�1 V E e office = o Mercantile to Mmulbotutin 0 1 car detached gamsce n 2 car detached eme 0 3 car detached ge 0 1 oar attached garage a 2 oar attached garage o -3 car.attached garage Q Storage building- commercial o Storage building residential . -other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? if so,for what? . Type of Heating System: electric/ oil I ga wood /forced hot air/ baseboard I other: Number of Ekwiffrgs to be installed Number of Woodstoves to be installed List below the persons)responsible for supervision of work as regards to building codes: Builder Name Address Phone Number - , Plumber r_ Mason Electrician Declaration; please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the 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 noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate_of Compliance being issued,as requested by the Zoning Administrator or Director of Suildins d Codes,an GIs But&Survey by a licensed surveyor;drawn,to scale,showing actual location of ew tru ,on,. i Signature: c/ /�//��'e U or,owner's agent,architect,contractor Rough Plumbing / Insulation Inspection Repor Office No. (518) 761-8256 Date Inspection reqaive . 6 Queensbury Building&Code Enforcement Arrive: art:742 Bay Road, Queensbury,NY 12804 Inspector's Ini ' NAME: ` O- 10ke"&, PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r �15 9 .r�l' Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents_ 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial CPVC,Pex One and Two-Family ulatio Residential Check/ erc><a Check �V Proper Vent, Attic Vent - Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed pfoperly/No duct tape COMMENTS: i L:\SueHemingway\Building.Codes.Insgection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date inspection re ,qTe—sj rece Queensbury Building&Code Enforcement Arrive: in/pni e <- 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi NAME: PERMIT#: J/ L LOCATION: INSPECT ON: S� TYPE OF STRUCTURE: Y N 'N/A COMMENTS Framing Jack Studs-/Headers tracijnracin / ridging gers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall,2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side Yz 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:\SueHemiiigway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Repoit.doc January 28,2003 Framing / Firestopping Inspection Report Office No.(518)761-8256 Date Inspection re est ec Queensbury Building&Code Enforcement Arrive: m/p art: 742 Bay Road, Queensbury,NY 1.2804 Inspector's Ini al NAME: PERmrr#- C LOCATION: iLNN INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENTS Jack Studs Headers t v4v Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall � Fire separation 1,2, 3 hour Fire wall 2,3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report,doc January 28,2003 Ct3DP�9/-N� Framing /Firestopping Inspecli on Report Office No. (518)761-8256 Date Inspection requ rece Queensbury Building&Code Enforcement Arrive: a p ep 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: G",,o PERMIT#: LOCATION: INSPECT ON: L,7& TYPE OF STRUCTURE: Framing Y N NIA COMMENTS (5�0r4— an Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHeniingway\Building.CodcsJnspection.FORMS\FramingFirestopphig inspection Report.doe January 28,2003. Foundation Inspection Report Office No. (518)761-8256 Date Inspection re e rec ' d: o Queensbury Building&Code Enforcement Arrive: m/p Depart: '. a p 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini 'al NAME: / � � `� w ERMIT#: C7d)-3 - 90-5 LOCATION: it 3 INSPECT ON: o TYPE OF STRUCTURE: C G ,sue , - - Comments Y N N/A Footings Piers Monolithic Slab Me o le for n from freezing for 48 hours following the placement of the concrete. rah-€elai� urpose on site. Foun lion/Wallpour Reinforcement in Place r Foundation Dampproofmg 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 Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation.Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Buiiding.Codes.Inspection.FORMSIFoundation Inspection Report.doc January 28,2003 0 A-P Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re s receiY6—d) Queensbury Building&Code Enforcement Arrive: epert: a06�� 742 Bay Road, Queensbuiy,NY 12804 Inspector's Init, p1 1— NAME: PERMIT#: LOCATION: 13 INSPECT ON: TYPE OF STRUCTURE: A A Y N N/A COMMENTS (Ybw C�a;Kj a V Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavily min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin&all Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspectioii,FORMS\FramingFirestopping Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (51'8)761-8256 Date Inspection requers9t eceded: Queensbury Building&Code Enforcement Arrive: am/pn) Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: K NAME: ERM IT#: 03 T�oS. LOCATION: INSPECT ON: W04-' TYPE OF STRUCTURE: er/1-- Com lie Y IN N/A Footings ;D)A Piers Monolithic Slab Reinforcement in-Place V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 01VI Foundation/Wallpour �, PPc��� Reinforcement in Place Foundation Dampproofing Foundation Waterproofing LID Type of Dampproofing/Waterproofing azsv- 6r Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHeMiDgway\Building.Codes.Inspection,FORMS\I"oundation Inspection Report.doc January 28,2003 Foundation Inspection Report 0 .,Dlo INAL Office No.(518)761-8256 ate inswqion re s D dq,� t ec ved: ct� '2t ec ve I — Queensbury Building&Code Enforcement Arrive: , ^ I Depart: it 742 Bay Rd.,Queensbury,NY 12804 Inspector's"Inntia s:�r-7--' -NAME: �bv rRMrF LOCATION: SPELT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio ri Exterior R- Rough Grade 6 inch drop within 110 A! L:\SueHeiTingway\Building.Codes.hispection.FORMS\Foundafion Inspection Report.doc January 28,2003 Foundation 1nspection Report Office No. (518)761-8256 Date Inspection req t re eii Queensbury Building&Code Enforcement Arrive: a pm ep in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: P RA41T#: LOCATION: R I3 INSPECT ON: TYPE OF STRUCTURE: -Y 9 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site, Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approv� .Plumbing Under, lab PVC opper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemiiigway\Building.Codes,lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 A C1\ C-C �-OS� Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ recei�d- t Queensbury Building&Code.Enforcement Arrive: a p- Depart: �a 742 Bay Rd., Queensbury,NIT 12804 Inspector's Initial/� ' �- NAME: U V� ERM #: ~ Cs LOCATION: INSPECT ON: 0 TYPE OF STRUCTURE: t Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement / of the concrete. J M a s for this purpose on site. �j Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump" Footing Drain Stone: 1.2 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:4SueHemingwayU3uilding.Codes.Inspeetion.FORMS\Foundation Inspection Report.doc January 28,2003 a Ec\-\0 ..- Foundation Inspection Report Office No. (51S)761-8256 Date Inspection reque r ei Queensbury Building&Code Enforcement Arrive: a in Depart: =.L a n 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . NAME: 1 z,�: F t ��c=� P� RMIT#: 7-1 LOCATION: n INSPECT ON: •7 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers , Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing _ for 48 hours following the placementT�� the concrete,M purpose on site. A �� Materials for this t'T Foundation/Wallpour `� Reinforcement in Place r Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofmg/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:\SueHen ingway\Huiiding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 ARCHITECT'S OWNER F-A SUPPLEMENTAL INSTRUCTIONS ARCHITECT FRI AIA DOCUMENT Q;70-ELECTRONIC FORMAT CONSULTANT . F-1 CONTRACTOR MY FIELD 0 OTHER El 'IHIS DOCUMEN7 HAS IMPOKIANTLEC71=SEQUENCES; C;(-)NSUI;I'A:I'ION WIJI-I AN AFUMNEY IS ENCULLRAUEL) W1-iH RESPEGY TO IIS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D4oi. PROJECT: Contract 2- Route 9 Sewer District ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: 2G-01 Name,address) OWNER: Town of Queenab-u--ry DATE OF ISSUANCE: September 30, 2003 826 Bay Road Queensbury, New York 12801 TO: Delaney Construction Corp. 2736 State Highway 30 OCT 2 9 &�C? ni Gloversville.NY 12078 V.A (Contractor) ARCHITECT:C.T. Male Associates P.C. N r)r-.0L;7FN'913Vr1kY TOVV CONTRACT FOR: General Construction BUILDING AND CODE ARCHITECT'S PROJECT NO: 02.8649 CONTRACT DATED: The or shall be carried out in accordance With the foUdwing supplemental instructions issued in accordance With the C-ontract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. Description: Modifications to construction plans for the pump station,including comments from the Building Department to issue permit,as follows: 1.The attic access panel shall be a minimum of 20-inches by 30-inches to meet the dimensional requirements. 2.The ice and water shield shall extend from the eave's edge to a point at least 24-inches inside the exterior wall line of the building. 3. The building shall be placarded with an NFPA 704 Placardinc materials are contained. I System in the room where the hazardous mate( Signac te for the Sodium Permanganate to be provided by the Owner. Attachments: (Here insert listing of documents that support description.) Drawings A-0,A-11,A-2,and A-3. Rev. 1.dated 9/24/03-Building Department Comments. ISSUED BY:C.T. Mate Associates, P.C. Architect 1992 THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006-5292. AIA DOCUMENT G710 - ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS - 1992 EDITION -AIAO-WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. This document was electronically produced with permission of the AIA and can be reproduced in accordance with your license without violation until the date of'expiration as noted below.expiration as noted below.User Document:g710-2g-01- architect's supp.instructions--9/30/2003.AIA License Number 1110338,which expires on 9/3/2004. Electronic Format G710-1992 1 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:K:\Projects1028649\Admin\ComCheck\Route9Sewer.cck Section 1: Project Information Project Name: Route 9 Sewer District Designer/Contractor: CT Male Associates,PC 50 Century Hill Drive Latham,New York 12110 Document Author: CT Male Associates,PC Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Building Type Floor Area Storage,Industrial and Commercial 804 Project Description(check one): —New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage,Component Certiflcation,and Vapor Retarder Requirements I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting.leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 1 5. Dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are sealed or g-a'sketed. 8. Vapor retarder installed. Climate-Specifie Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood.Joist/Rafter/Truss 1122 30.0 6.7 0.028 0.051 Exterior Wall 1: CMU<=8"with Integral Insulation Furring:None 894 --- 9.6 0.080 0.074 Door 1: Solid 76 --- --- 0.240 0.120 Floor 1:Unheated Slab-On-Grade,Vertical 3 ft. 89 --- 8.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 4%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they/ a attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or s ec'fications ar compliance with this Code. /111V/ o CHARO A.Ca� AG140LA_ 9� 9 0� Principal Envelope Designer-Name Sign atur Date Fighting Application Worksheet New York State Energy-Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed- Allowed Area Watts Watts Building Tyne (ft2) (watts/ft2) (B x C) Storage,Industrial and Commercial 804 0.6 482 Total Allowed Watts= 482 s 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) F1 Industrial Vaportite!48"T8 32W!Electronic 2 6 61 366 Total Actual Watts= 366 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= 482 Total Actual Watts= 366 Project Compliance= 116 Lighting PASSES: Design 24%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2A Release 2c ' Data filename:K:\Projects10286491Admin\ComCheck\Route9Sewer.cck Section 1: Project Information Project Name: Route 9 Sewer.District Designer/Contractor: CT Male Associates,PC 5&Century Hill Drive Latham,New York 12110 Document Author: CT Male Associates,PC Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Description(check one): )New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quanti1y System Type&Description I HVAC System 1: Heating:Unit Heater,Gas,Heating Capacity Unknown I Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System I 1. Equipment minimum efficiency: Unit Heater(Gas):- 80%Ec Requirements Specific To:Water Heating I 1. Heat traps in inlet/outlet fittings 2. 1/2-in. insulation on 8 ft of inlet/outlet piping if no integral heat traps Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads -Exception.Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, I 0-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum 7. Hot water pipe insulation: 1 in.for pipes<--1.5 in. and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: I in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<--1.5 in.and 3 in.for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception:Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length 8. Operation and maintenance manual provided to building owner 9. Newly purchased service water heating equipment meets the efficiency requirements 10. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies 11. Stair and elevator shaft vents are equipped with motorized dampers 12. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted 13. Kitchen hoods>5,000 cftn provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted 14. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following:. - a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. The design professionalshall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in co cc with this Code. .'4rincip�alechanicdl Designer-Na e_ �, Date' I Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:K6\Projects\028649\Admin\ComCheck\Route9Sewer.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements,Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum,efficiency: Unit Heater(Gas): 80%Ec Requirements Specific To: Water Heating I 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 It of outlet piping from any constant-temperature,noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in.and have a conductivity no>0.28 Btu•in/(h-ft2,°F). Generic Requirements: Must be met by all systems to which the requirement is applicable I. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -.Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc).have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: I in.for pipes<--I 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: I in.insulation for pipes<--I 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in. insulation for pipes,<--I 1/2-in.nominal diameter 3 in. insulation for pipes>1 1/2-in.nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and I in.in diameter between the control valve and HVAC coil. east the following 8. Operation and maintenance documentation must be provided to the owner that includes at I information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 9.' Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 10. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 11. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed durinc,normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 12. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 OF. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fames or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 13. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50% of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 14. Buildings with fume hood systems having a total exhaust rate>15,000 cftn must either have variable air volume hood design,exhaust'air heat recovery,or separate make up-air supply. From: 'Rich Campagnola"<r.campagnola@ctmale.com> To: <code@queensbury.net> Date: 9/26/2003 11:05:33 AM Subject: Contract 2-Route 9 Queensbury Pump Station Attn: Dave Hatin, Director Building and Code Enforcement Dave; This is to confirm our telephone conversation today regarding our code compliance path for the above mentioned project,which can be summarized as follows: 1. Section 307.1 describes a hazardous Group H occupancy as one that involves the manufacturing, processing, generation or storage of materials that constitute a physical or health hazard,in,quantities in excess of those found in Tables 307.7(1) and 307.7(2). 2. Dan Reilly has classified the material as a Class II Oxidizer, which would be applicable to a Group H-3 occupancy (307.5). 3. The maximum allowable quantity per control area of hazardous materials posing a physical threat under Table 307.7(1)for a Class.2 Oxidizer in a use-closed system is 250 gallons. 4. The maximum allowable quantity per control area of hazardous materials posing a health hazard under Table 307J(2)for a Class 2 Oxidizer in a use-closed system is 500 gallons, based upon the aggregate quantity in use and storage. 5. Exception 307.9.1 indicates the following shall not be classified in Group H, but shall be classified in the occupancy that they most nearly resemble: Buildings and structures that contain not more than the maximum allowable quantities per control area of hazardous materials as shown in Tables 307.7(1) and 307.7(2). 6. Storage Group S occupancy includes among others,the use ofa building or structure for storage that is not classified as a hazardous occupancy(311.1). 7. Section 414.2.4 indicates the aggregate quantity of noncombustible liquid hazardous materials permitted within a single control area of a Group S occupancy is permitted to exceed the maximum allowable quantities per control area specified in Tables 307.7(1) and 307.7(2)without classifying the building as a high-hazard occupancy, provided that the quantities do not exceed the maximum allowable quantities specified in Table 414.2.4. 8. The maximum allowable quantity per indoor and outdoor control area in Group M and S occupancies for a Class 2 Oxidizer is 225 gallons per control area in accordance with Table 414.2.4. Since the maximum quantity used in this building is less than 225 gallons,this is the basis of our code evaluation to classify the building as an S-1 occupancy and not requiring the installation of a sprinkler system. If you have any further questions regarding this matter, please feel free to contact this office directly. We shall address your remaining comments directly and submit the necessary requirements so that you can issue a building permit directly. Once again,thank you for your time and cooperation on this most important project. Sincerely, Richard A. Campagnola,A.I.A. Architectural Department Manager TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 September 24,2003 Richard Campagnola C.T.Male Associates 50 Century Hill Dr. P.O.Box 727 Latham,NY 12110-0727 Dear Jim: We have reviewed the construction plans for the pump station located at The Great Escape and have the following comments: 1. The attic access that you show currently on the plans does not meet the dimensional requirements of 20 by 30 inches. 2. The ice and snow shield comment on the plans shows that the ice and snow shield will go 24 inches beyond the exterior of the masonry walls,and the Code requires that the 24 inches extend horizontally 24 inches inside the interior of the exterior wall, and then vertically to that point. Therefore the note on the plans must be changed and dimensional requirements shown on the ,plans. 3. We have no structural load calculations for the building. On,the plans you've listed the structural - loads,however we need the calculations along with those requirements. Also the seismic loading shows that there are special conditions required for this building because it contains hazard9us materials. Please show us a detailed plan on how you will address those issues regarding seismic fastening of equipment and storage of hazardous materials. 4. The Code requires that the building be placarded with an NFPA 704 Placarding System in the room where the hazardous materials are contained,per Section 2703.5. Please amend the plans to show the correct placarding for Sodium Permanganate. 5. The Energy Code ComCheck program shows that this building is to be constructed in Albany, New York, which gives it the wrong heating degree days as well as zone. Please amend the ComCheck software to show that this is in Glens Falls or Queensbury,New York. Once the above items have been addressed,I believe we can issue a building permit for this structure. If you have any questions,I can be reached at 761-8253,or you can contact John O'Brien-at 761-8255 in my absence. cer David Hattin, ector Building and Code Enforcement DH/mg "HOME OF NATUAAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 From: "Gary Male"<g.male@ctmale.com> To: "Mike Shaw"<MikeS@Queensbury.net> Date: 9/24/2003 2:59:37 PM Subject: Fw: Route 9 Sewer-Main Pump Station Mike,FYI. Gary ----Original Message From: Rich Campagnola To: Gary Male ; Edwards, Jim Cc: C.Widay@ctmale.com Sent: Wednesday, September 24,2003 2:47 PIVI Subject: Re: Route 9 Sewer-Main Pump Station I have the information, that we included in the Code Evaluation on Sheet A-0, in which we have attempted to classify the Building as an 8-1- (Storage) Occupancy based upon the quantity of the Class 11 Oxidizer, as determined by Dan Reilly, being stored (less than 225 gallons)to avoid the requirements for a Group H (Hazardous) classification,which includes the need for a sprinkler system. It is possible he did not fully review or disputes our Code Evaluation, based upon type of Oxidizer or quantity actually in process as well as in storage,which we discussed was a possibility during design. Please advise if you want me to contact building inspector with you,to explain process. Rich Campagnola ----Original Message----- From: Gary Male W6- 7134 To: Edwards, Jim Cc: Richard Campagnola ; C.Widay@ctmale.com Sent: Wednesday, September 24, 2003 2:32 PM Subject: Route 9 Sewer-Main Pump Station Jim,Dave Hatin,Town of Queensbury Building Inspectorhas decided that our building needs a sprinkler system because of the oxidizer chemicals.1 know that this was discussed in design.Who is most familiar with our discussion? I would like one of us to talkwith Dave before the end of the week.Dave is on vacation next week.His phone#is 761-8253 Gary Male CC: "Ralph VanDusen"<RalphV@queensbury.net> TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 September 24,2003 Richard Campagnola C.T.Male Associates 50 Century Hill Dr. P.O.Box 727 Latham,NY 12110-0727 Dear Jim: We have reviewed the construction plans for the pump station located at The Great Escape and have the following comments: The attic access that you show currently on the plains does not meet the-dimensional requirements of 20 by 30 inches. The ice and snow shield comment on the plans shows that the ice and snow shield will go 24 inches beyond the exterior of the masonry walls,and the Code requires that the 24 inches extend horizontally 24 inches inside the interior of the exterior wall, and then vertically to that point. Therefore the note on the plans must be changed and dimensional requirements shown on the plans. We have no structural load calculations for the building.--On the plans you've listed the structural loads,however we need the calculations along with those requirements. Also the seismic loading shows that there are special conditions required for this bujl&--j because it contains hazard9us materials.' Please showus a detailed plan on how you will address those issues regarding seismic fastening of equipment and storage of hazardous materials. The Code requires that the building be placarded with an NFPA 704 Placarding System in the room where the hazardous materials are contained,per Section 2703.5. Please amend the plans to show the correct placarding for Sodium Permanganate. The Energy Code ComCheck program shows that this building is to be constructed in Albany, New York, which gives it the wrong heating degree days as well as zone. Please amend the ComCheck software to show that this is in Glens Falls or Queensbury,New York Once the above items have been addressed,I believe we can issue a building permit for this structure. If you have any questions,I can be reached at 761-8253,or you can contact John O'Brien at 761-8255 in my absence. Si cer David Hatin, ector Building and Code Enforcement DH/mg "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:K:\Projects\028649\Admin\ComCheck\Route9Sewer.cck Section 1: Project Information Project Name: Route 9 Sewer District Designer/Contractor: CT Male Associates,PC 50 Century Hill Drive Latham,New York 12110 Document Author: CT Male Associates,PC Section 2: General Information Building Use Description by: Whole Building Type Building Type Floor Area Storage,Industrial and Commercial 804 Project Description(check one): New Construction _Addition _Alteration" Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist 1 t Bldg. Dept. Use I [ ] I Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) . 482 366 YES Exterior Lighting [ ] I 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide _High-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. I Controls,Switching,and Wiring [ ] I 3. Master switch at entry to hotel/motel guest room: [ ] I 4. Individual dwelling units separately metered. [ ] I 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] I 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] I 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] I 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. 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. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. - -) 21---- � A Principal Lighting Designer-Name Signature Date DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING'CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: NYS MECHANICAL.CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE.(ECC) ,.. Reviewer: Publication date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section. No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 S� 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls 8C-402 -33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS = Not Shown NA= Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM p ���c�2 - Pagel of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 f6/ Maximum Stories BC-Table 503 72 > Mezzanines BC-505 73 Spri nkler inkler System (water) BC-90. 3 168 R-1 Basement Sprinkler BC-903.2.1 0.1 170 1/1-3 Water Source Sprinkler BC-003.3.5 172 Water Source Site FC-508.1 31 11. Frontage & Sprinkler Credits Area Modifications (cald.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area 13C-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road' FC-503.1 29 (150'rule) 14-- Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings -BC-Table 1405.2 257 Exterior Wall Finishes -BC-Table 1406.2 261 Combustible Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES ceri lowl �c 2-6)e 30 e 2-y" kne., X J, //c, JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 ' 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89. Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 l , vim Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 C/1 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1 202.1 249 18. Light(Nat. or Mech.) BC-1204.1 250 19. Exits Occupancy Load BC Table 1003.22.2 201 One Exit Permitted BC Tablel 005.2.2 224 Stair Enclosure BC-1 005.3.2 224 Emergency Egress BC-1 009.1 235 Distance of Travel BC-Table 1,004'2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1 004.3.2.2 221 Capacity of Exits (calc.) BQ-Tdble 1003.2.3 2012 Corridor Wall Fire Rating BC-Tablel004.3.2.1 222 Corridor Dead End BC-1 004.3.2.8 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1 003.3.1.2 208 Panic Hardware BC-1 003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1 003.3.3'3, 213 Width BC-1 003.3.3.1 213 Headroom BC-1 003.3.3.2 213 Vertical Rise BC-1 003.3.3.6 215 Handrails BC-1003.3.3.11 215 -16o3i3a-it- Z 6C JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3:5 295 Floor Loading BC Table 1607A 291 Balcony.Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 awl �rn�-f Foundation Depth BC-1805.2 398 1' 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix I, 693 25. . Electrical Exit Lights or Signs BCA 003.2.10 203 Gk Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 " 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1'107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 Notes: JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 \,z e Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-907.2.1 0 -68 Hi-Rise Fire Safety FC-907.2.12. 69 Visible Alarms FC-Table 907.10.1.2 '73 Smoke Control FC-909 75 Smoke Vents FC-910 82 AK Fire Pumps FC-913 85 29. Plumbing Code Fixture Count PC=Table 403.1 21 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 -33 Pipe Material PC-Table 605.4 36 Labor Law Art. 1 O-A UFPBC-904.6 - 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 , Lawn-Irrigation PC-608.16.6 '"g Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 1 O-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: 7dV S�,,d 2 203. JAM C9 A C dde S-e 270/Page 5of 10 Alf vd ') x1f No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade 'MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-566 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire &Smoke Dampers' MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces--Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Tabie.308.2 25 Pipe Material' FGC=403 46 Shut Off Valves FGC409 53 Chimney.Termination FGC-Fig: 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal.Location FGC-503.8. 68 Clothes Dryer-Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. - Energy Code J J Prescriptive Method ECGC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 Pipe Insulation-Heating ECCC Table 503.3.3.1 44 Duct Insulation=Heating ECCC-Table 503.3.3.3 45 - Pipe In Water ECCC-Table 504.2 47- HWH Heat Trap ECCC-504:7 47 COMcheck- Computer Software Compliance Report Required Notes: JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW.. 1. Area Increase Based Upon Frontage And Sprinkler Increase. FrontageAncrease: If= 1 0b(F/P-0.25)V= Answer in-% 30 Note: If= 75%when 4 sides accessible &water available Allowable Area: Aa=ktj.+ (Albl,—XIf) +L&b1e—X-1,J=Answer in Square Feet (BC—Pg, 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit)x (Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) &(Eq. 7-2)(pg-70) (ASCE =American Society of Civil Engineers) Pf= 0.7CeCtIP9 -Flat Roof Snow Load Where: Pf=Flat Roof Snow Load (Calculated Above, Answer in #per SF) Ce Exposure Factor (BC-Table 1606.3.1)(Pg. 297) Ct= Thermal Factor (13C Table 1608.3.2)(Pg. 297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9 Ground Snow Load (13C Fig. 1608.2)(Pg. 296) PS= CSPf= Sloped-'Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the!area between the building.and the lot line or,where the lot line is more than 6 feet from the building,, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor, and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level-or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as,a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a.1 hr, fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level-at any point. JAM Page 9 of 10 7 t SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 Ss (short period) Figure 1615(1) 318 S, (1 second period) Figure 1615(2) 319 Fa (site coefficient—short) Table 1615.1.2(1) 320 F„ (site coefficient-1 sec,) Table 1615.1.2(2) 320 Sn,s (short.period adjusted) Equation 16-16 317 Sm, (1 sec. period adjusted) Equation 16-17 317 Sps (short period) Equation 16-18 320 Sp, (1 sec. period) Equation 16-19 320. Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (1 sec.period). SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must-be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 OCTOBER 2003 Structural Calculations Pump Station at The Great Escape Route 9 Sewer District Contract No. 2 pV=e-1=1VED 0 C T 92 9 2 C,-3, taIjILDING ADD GOODDE Prepared for: TOWN OF QUEENSBURY 742 Bay Road Queensbury, New York 12804 c�,bf NEW Prepared by: C.T. MALE ASSOCIATES, P.C. 50 Century Hill Drive 7a* P.O. Box 727 0 83 Latham, New York 12110 1103 (518) 786-7400 FAX (518) 786-7299 C.T. Male Project No: 02.8649 PAGES I THROUGH 65 Unauthorized alteration or addition to this 0 Copyright 2003 document is a violation of Section 7209 C.T.MALE ASSOCIATES,P.C. Subdivision 2 of the New York State Education Law. JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. OF 50 Century Hill Drive CALCULATED By' DATE Latham, New York 12110 : 1 CHECKED BY DATE SCALE { LJ � 4 _ i � r 1 I I ! r : I I ! REFER TO .PUMP STATION DRAWINGS FOR CONC. PAD AND 1B /3A� 1C /5� WALKWAY ELEVATIONS AND A-2 A—'2 A-2 . A-2' DETAILS— TYPICAL 51'-0" 21_41, 27,_4" 4. —8" 4'-10" 7'-10" 18'-0" PUMP 0 -- ---- -- - ----- - -- -- ----------- 1 A2 1A " `---� -- C.J. A WEI �rn, aw MR S�Kt �(A. ACCESS` CHEMICAL ROOM U HATCH 101 �y^{{ NO I ° ss y 'tiI 4- { t N !\ to i ELEROOMCH. ( � A C,S i w 'A y l02 pum PUMP STA ION I AlA ' A-2 /; f WET WELL I A_2 ONC. ss I �„� , 00 i a 0 P 2 C.J. L�1- ---� - �-- ------ o - --- $- ------------ - ---�---- 8lei 8—0 16—1 1/8 1,8 _8 I R 7 5/8" �5/ 7 5/8" TYP. E " REFER TO STRUCTURAL . 26'-0" CMS DRAWINGS FOR STRUCTURAL STEEL AND, ANCHORAGE, DETAILS 4 FOR 1/2 TON HAND CHAIN HOIST WITH PLAIN TROLLEY A_2 TrP. iB /lc U A-2 A-2 J. 17 F-1 l JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE c .......... ............ .......... .......... .......... ............. . ....................... ........... .......... .............................. ..... .......... .............. . ............... .............. ........... .............. ..................... .......... .......... 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JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. CALCULATED BYT DATE CHECKED BY DATE SCALE A4 I .................................. ................................................. ................ .......... .......... ......... ........... ...........: ............ ..................... .............. .......... .......... ...... .......................................... ................................................ ...... ................. ......... .......... .................... ............... .......... ............ ........... ............... ..................... ........................................ ........... ..........5 .............. .................. .......... ........ .................... .......... .......... .......... ................................ ...................... ......................... .......................................... ..................... ............ .......... ...... ......... ....................... ... .......... .......... ......................................... ......................eJ-'..A.I ....... ..................... ............................................................................................. .................. ... .......... .......... .................... .......... ........................ 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V ..................................I............. .I;.o.o..... 05' ........... .... . . .... .T . W.... ...................... .......... .... . . . .... .... ...... . . .. . ..... T ........... ......L L ................... ....................................... ............................. .......... .................... ......... .2d ................. ............................................. .......... :........... ..... .............................. ............... ....... .......... ..........T..........T..........T' JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. OF Poi✓ 50 Century Hill Drive CALCULATED BY '11 'V�--DATE Latham, New York 12110 CHECKED BY DATE SCALE -71 t I 4 I ' f � t . , 1 � I I I i , I_1FvUUV LVUXLUF WULjjLL&; ar i vi i MUSGS Earthquake Hazards Program The input zip-code is 12804. ZIP CODE 12804 LOCATION 43.3255 Lat. -73.6796 Long. DISTANCE TO NEAREST GRID POINT 3.2808 kms NEAREST GRID POINT 43.3 Lat. -73.7 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5%PE in 50 yr 2%PE in 50 yr PGA 5.176282 8.774 051 16.376780 0.2 sec�S 12.019770 18.701521 —3_2. 675311 0.3 sec SA 9.772255 15.439970 26.348040 1.0 sec SA 3.709113 5.905818 9. 986787 - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - The input zip-code is'. Zip code is zero and we go to the end and stop. PROJECT INFO:Horne Page _j SEISMIC HAZARD:Hazard by Zip Code http://eqint;cr.usgs'.gov/eq/cgi-bin/zipcode.cgi 4/8/2003 JOB G.T. MALE ASSOCIATES, P.C. SHEET NO. OF 50 Century HIII Drive CALCULATED BY DATE - Latham, New York 12110 CHECKED BY DATE 1 i SCALE f , , : i 1 T_ } I i AJ FIT.- ! 4 , t i : i _ --7 3: 33_ � l u+ca_I ._ j _ ^--' ` '.5 . ` .. , .tiv __ •\., _. .. _.. .... . . . . ... . �•- -a^t_^:-tom'_ JOB G.T. MALE ASSOCIATES, P.C. SHEET NO. OF. 61v 50 Century Hill Drive CALCULATED BY DATE Latham, New York 1211 q CHECKED BY GATE ~ SCAL1-7 r f� I 41 i P, 1 -H 1 1 ' : 1 1 1 , I I ! i I . i , • k , s i J i , I { , : I ' s - I ; . , JOB C.T. MALE ASSOCIATES, P.C. SHEET Nd. OF 50 Century Hill Drive CALCULATED BY DATE - Latham, New York 12110 CHECKED BY DATE SCALE d/Vv _ 4. 1 ,6 . �57 j Zb 8 r � 4z^J I � 1 71 - 1 1 1 i z JOB 'TJ V• �� '� C.T. MALE ASSOCIATES, P.C. SHEET N0, OF' lV 50 .Century Hill Drive - Latham, New York 12110 CALCULATED BY GATE CHECKED BY DATE SCALE 1 r I i ! IR if 7 VT ,7 a . : _ I ' .t I I i •_S_-__.._. t ._.__—i___.__� .. __,.._._: _.._.I . ;_ _ _,._.__- _ a� eft j __ _._ _ _ ___I_._._�_ _ � � , '. - f E ' : 4-/ _ CJ' F1 ! JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. '. OF �a 50 Century Hill Drive 04 Lj 4ALCULATEDBY DATE Latham, New York 12110 CHECKED BY DATE SCALE I 1_ _T I 7! , I ! i i I -; � _. __`�Dom I- ;.- `�.�� �_��`" --' - � �-= i -- }� � - - •- � 1 tt7 .r I i � I 1 r I i I I I ' I � , - ' I I Jos " V v._ U1 C.T. MALE ASSOCIATES, P.C. SHEET NO. `Z- of 50 Century Hill Drive Latham, New York 12110 M CALCULATED BY DATE CHECKED BY DATE. 1� SCALE , i k_4...., , Ik 14 ! F : , W ' T - , _ _ _ . - - T i " 1 ' 41D f — ; 1 ` C t G JOB C.T. MALE ASSOCIATES, P.C. v ' 50 Century Hill Drive SHEET NO. OF CALCULATED BY ---DATEi Latham, New York 12110 CHECKED BY DATE SCALE ej -7 41 J141e. . --.7 - - , , y I t 43 3.? ;' ? _ .47 ___ � E 2 I� • i 7 /Jy 33 { _ l�_. JOB r C.T. MALE ASSOCIATES, P.C. SHEET NO, OF. 1 50 Century Hill Drive CALCULATED BY V DATE Latham, New York 12110 CHECKED BY DATE SCALE Uj pie 1 ' cl • t i iFF - . ; 1 I E : t-- -- I I1 I 3 , + I 1 l .Y l I I �{ I 7r 4 2 wt v` fw I I T9 €*2} f�,Nl "P, IE s i t 6 t 'E } P .ter i + 1 S^;� ( K,, 1C s 7*7 r�U f Fitf;p I w5,k`z � 1 j J Results for LC i,d+s ---------------- --- ---------- ----- C.T. Male Associates, P.C. July 24, 2603 CTM Staff 9:47 AM I I028649frame.r3d ! - - i Y x «Z_ .X _ I M3 _ 2 4 t i k f i I �i 1 i 1 1 1 I li 1 S � _ I Results for LC 1,d+s � C.T. Male Associates, P.C. July 24 2003 CTM Staff I 9:48 AM 028649frame.r3d I Company C.T.Male Associates, P.C. July 21, 2003 Designer CTM Staff 5:02 PM Job Number : Checked By: Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct Description Code Description x Y Z Joint-T Point Dist. Area Surf. dead None 2 F" snow None ; "' 3 wind None i 4 earthquake ENone Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (k/in) rag) -ft/rad) -ft/rad) (k/in)(klin) (k Reaction Reaction Reaction Reaction Reaction Reaction N3 Reaction Reaction Reaction, Reaction L Reaction Reaction Member Direct Distributed Loads, Cate-gory: None, BLC I : dead Member Label Direction Start Magnitude End Magnitude Start Location End Location ------ (k/ft, F) (k/ft F (ft or%) (ft or% L M3 y -.2 0 %100 Member Direct Distributed Loads, Category: None, BLC 2 : snow Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft. (kIft.F) ft or%) or%) W- I y 1 -.43 -.43 0 %100 Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from (ft) (ft) (ft) (F)__ _ Djq�m N1 0 0 0 0 No N2 0 10 0 0 No N3 15.33 0 0 0 No N4 15.33 10 0 0 No Joint Displacements, By Combination LC Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation in in in (radians) (radians) (radians) 1 NI 0 0 0 0 0 0 1 N2 0 -.003 - 0 0 0 -8.289e-4 1 N3 0 0 0 0 0 0 1 N4 0 - -.003 0 0 0 8.289e-4 -2 N1 0 0 0 0 0 0 2 N2 -.131 0 0 0 0 -9.968e-6 2 N3 0 0 0 0 0 0 2 N4 -.132 0 0 0 0 3.073e-4 3 N1 0 0 0 0 0 0 3 N2 -.104 0 0 0 0 . -4.111 e-5 3 N3 0 0 0 0 0 0 3 N4 -.104 0 0 0 0 2.758e-4 - 4 N 1 0 0 0 0 .0 0 4 N2 -131 -.003 0 0 0 -8 Ale-4 4 N3 0 0 0 0 0 0 4 N4 -.132 -.002 0 0 0 9.783e-4 -5 N1 0 0 0 0 0 0 ' 5 N2 -.103 -.003 0 0 0 -7.121 e-4 5 N3 0 0 0 0 0 0 5 N4 -.104 -.002 0 0 0 9.469e-4 _ 6 N1 0 0 0 0 0 6 N2 0 1 0 0 0 0 --------[ -2.63-1 e-4 RISA-3D Version 4.5 [C:\Data\RISA-3D\028649frame.r3dI Page 1 Company C.T. Male Associates,P.C. July 21, 2003 Designer CTM Staff 5:02 PM Job iumber Checked By: Joint Displacements, By Combination, (continued) LC Joint Label X Translation Y Translation Z Translation X Rotation Y Rotation Z Rotation in) in --([a a�Liansj {radians (L - ----- (radians) 0 6 0* 0 0 0 0 6 N4 0 0 0 0 0 2.631 7 NI 0 0 0 .0 0 0 7 N2 0 -.002 0 0 0 -5.65 7 N3 0 0 0 0 0 0 7 N4 0 1 -.002 0 0 0 5.6586--4 Joint Loads/Enforced Displacements, Category: None, BLC 3 : wind Joint Label [L]oad,[M]ass,or Direction Magnitude isplacement - -(k,k-ft,in,rad,k*SA 2Ak) L x -1.9 Joint LoadslEnforced Displacements, Category: None, BLC 4 : earthquake Joint Label [L]oad,[M]ass,or Direction Magnitude fD]I Placement R k-ft,in red,k*SA2/ft) N4 1 L x Reactions, By Combination IC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment W (k) (k) (k-ft) (k-ft) (k-ft) 1 Nf==]= .385 4.829 0 0 0 -1.26 1 N3 1 -.385 1 4.829 0 0. 0 1.265 1 Totals: 1 0 9.658 0 COG (ft): I X 7.665 Y: 10 Z: 0 2 NI 1.021 1.524 0 0 0 -5.0919 2 N3 1 .879 .316 0 0 0 -4.637 2 Totals: 1 1.9 1.84 0 2- COG (ft): I X 7.665 Y: 10 Z: 0 3 N1 .822 1.397 0 0 0 -4.076 3 N3 1 .678 .443 0 0 0 -3.61 3 Totals: 1.5 1.84 0 3 COG (ft): I X 7.665 1 Y: 10 Z: 0 4 N1 1 1.333 5.433 0 0 0 -6.123 4 N3 .567 4.225 -- 0 0 0 -3.613 4 Totals: 1.9 9.658 0 4 COG (ft): X 7.665 Y: 10 Z: 0 5 N1 1.133 5.306 0 0 1 0 5 N3 . .367 4.352 0 0 1 0 1 2.586 5 Totals: 1.5 9,658 0 5- COG(ft): X 7.665 Y: 10 Z: 0 6 N1 .122 1.533 0 0 0 1 -.40 6 N3 22-- 1.633 0 0 0 1 .40 6 Totals: 0 3.066 0 6 COG(ft): I X 7.665 Y: 10 Z: 0 7 N1 .262 3.296 0 0 0 -.863 7 N3 -.262 3.296 0 0 0 .863 1 7 Totals: 0 - 6.592 0 7 COG (ft): X 7.665 Y: 10 Z: 0 Load Combinations Nurn Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC- Factor F d+s Y 1 1 1 2 1 2 .6d+w y 1 1 .6 3 1 RISA-3D Version 4.5 [C:\Data\RISA-3D\028649frame.r3d] Page 2 0! LL 00�o()()()()00()()O()U()()O000000 , 0000000000000 zzzzzzzzzz zzzzz zzzzzzzzzzzzzzzzzzzzzzzzzzzzz 0 >1 0 (0 '0 r. (L w N co C) I N r- u CQ CO 0000 0 0 N Q 0) >,ON 0 o co m _5 19 u 1, 007,0007(lool���0000700,�,�,��000000000000 '10000 4 m � zz-'�zzz-vzzomozzzzozzoNAOZZZZZZZZZZZ 666zzzz ntoo LL V)tf) U)LO O(DO LO NU r ova — (D(D �0�11� � �11�(1 N� �11� ] N�OIF�O)�. 010,1,- c a)00 0)co to m 0 a) 0 00 N Cal C, "I 00 c PI ! 0 00000000000000000000000000000000000000000000 U,rl T3 m T, T-�mlll� N N c C.�00 00000(:)0000000 C)0000000d00000000000000000000 u N' 0 r co c I IONIT OOMOM T-O"�r MT-ON 4)T- f-Nml MOMI OT-0 E 0 0) IM T-T-—0 M 0 M 0 0 0 0 0 0000 ON(Qt"cf)OT-(OOmO 0 oov-LOCOOO-ITOD00000 (a 000 0,00000 00ry OOT-T- OOOT- OOOT- 0 (0 N' 0 0 N Cf) rNCO T-T-T-NN vvvv 000 000 mmmmm 0000 CC.E0O 00 000000000000000 0000000000 000 000 T,V,V"T"T, Ir V Ir"T" X > c� > >, > 0 c ro 0 0 -Z r-NMIO-NMI LO-NCO It LOT" u N M I 10jr-N,M 11 tO T'N M 1110 N &rNMITU) NMtl 0 0 .0 Q) +0-0 0 +0�ItO4) 0 + + T, cq Cf) T, N "0 L co T" N m c E c O)z co E 180 0 a)00-)o M El ZI] T- r T, N N N F IED r 1 .. 1 !V y V To 0) rn rn o a �+ A r (D 0 N I m 0 H a z��� 3@ < 3 0 Q~K O. W N w N W N f w 00 i o �. n -�tJ� PWN-►t71AWN�UtAWN-�UtAWN UI.AWN-►M4; N-►G1f�WN-�tnAWN-�{AAWN-+tJtAWN-► � 0 D :'> cn AwN�cni , A � N 0 1 X D00000000000000000000000000-I. '"' '0000000000..-• ..0000000000`' 00000000 000 WWWWWOaO 000 0 W N-� N� A AA PWNN-► wrQ NN...NN_, w N 4 - 01 �0 � O N 000000000000000000000000Cl000000"''000 -►000 O! Ooo-►000 -i-�00 ; ON OOO 0000000000000000000 000 000 0 0WO0.4w" 00 NO O W00-k0 00" «� O UiWO WNVN @ N tOODW lOQOW NVN 44N 'A.AN N Awow•ANOO" WtON.4 N pWOONO- 0 -►N0U1 4 000000000000000000000000000000000000000000000000000000000le0 l 000000000000000000000000000000000000000000000000000000000@. t11 o' AWU1 W(NOO,A "W" � 0O-D.,N VCi l ZOOZZZ ODmW O ZZZZOOOZ(DOAOZNZZZZZZZZZZZZZZZZZZZZZZZZZZZ � UAN )tO ZtO ZZZZ' .m. ( O tC" C0000 ?0 ?tn7 00t70000000oW 4000poCo 06 ooj0000� 7a- W QWO GW nNlt VOO U0V VN @ �4000) W(ONO) ONW O' N _I ED W N I a W to .. N ZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZZN 0 Company C.T. Male Associates,P.C. 7 ( July 21 2003 j Designer CTM Staff :/:7 5:02-PM Job umber : Checked By: Member Deflections, By Combination, (continued) LC Member Label Section x-Translation Y-Translation z-Translation x-Rotation (n)Uy Ratio (n)Uz Ratio (in) in (in) rpdi@ns) 2 0 -.026 0 0 7620.021 NC 3 0 .036 0 I 0 5371.829 NC 4 0 -.026 0 0 7620.021 1 NC 5 0 -.002 0 NC I 0 Member Section Forces, By Combination LC Member Label Section Axial Shear y-y Shear z-z Torque Moment y-y Moment z-z (k) k (k-ft) --N---- _U M1 1 4.829 -.385 0 0 ------1.265 2 4.829 -.385 0 0 0 -.303 3 4.829 -.385 0 0 0 .658 4 4.829 -.385 0 0 0 1.62 5 4.829 -.385 0 0 0 2.581 1 M2 1 4.829 .385 0 0 0 1.265 2 4.829 .385 0 0 0 .303 3 4.829 .385 - 0 0 0 1 -.658 4 4.829 .385 0 0 0 -1.62 5 4.829 .385 0 0 0 -2.581 1 M3 1 .385 4.829 0 0 0 2.581 2 .385 2.414 0 0 0 -11.299 3 .385 0 0 0 0 -15.926 4 .385 -2.414 0 0 0 -11.299 5 .385 -4.829 0 0 0 2.581 2 M1 1 1.524- -1.021 0 0 0 -5.099 2 1.524 -1.021 0 0 0 -2.546, 3 1.524 -1.021 0 0 0 .008 4 1.524 -1.021 0 0 0 2.561 1 5 1.524 -1.021 0 0 0 5.115 2 M2 1 .316 -.879 0 0 0 -4.637 2 2 .316 -.879 0 0 0 -2-441 3 .316 -.879 0 0 0 -.244 - 1.953 4 .316 .879 0 0 0 5 .316 0 0 0 4.149 2 M3 1 1.021 1.524 :0 0 0 5.115 2 1.021 1.064 0 0 0 .155 3 . 1.021 .604 0 0 0 -3.042 4 1.021 .144 0 0 0 -4.477 5 1.021 - -.316' 0 0 0 -4.149 3 MI 1 1.397 -.822 0 '0 0 -4.076 2 ' 1.397 --.822 0 0 0 -2.022 3 1.397 -.822 0 0 0 .033 4 1.397 ".822 0 .0 0 2.087 5 1.397 -.822 0 0 0 4.142 3 M2 1 .443 -.678 0 0 0 -3.61 2 .443 -.678 0 0 0 -1.915 3 .443 -.678 0 0 0 -.219 4 .443 -.678 0 0 0 1.477 5 .443 ..678 0 0 0 3.172 3 M3 1 .822 1.397 0 0 0 4.142 2 .822 .937 0 0 0 -.331 3 .822 .477 0 0 0 -3.04 4 .822 .017 0 0 0 -3.987 5 ..822 -.443 0 0 0 -3.172 4 M1 1 5.433 - .333 1 0 0 0 -6.123 2 5.433 -1.333 0 0 0 -2.791 3 5.433 -1.333-+ 0 0 1 0 .541 4 3.873 0 RISA-3D Version 4.5 [C:\Data\RISA-3D\028649frame:r3d] Page 5 0 p(� D °N.3 Zcn N 3 y �X y Wi N + h 0 ol � �tJ1AwN-•►t1t.AWN-�tJtAWN-►tJIPWN3t7iAWN3ttiAWN-►UtAWN3UtAWN-►Ct�.D,WN-+U� AWiN3UtA�wN3Ut� � (D �tp � y A 0 ( I N WWWWwWwWWW. SS.i333333333333�j,A G1„I�„A(n(P(n(n(�ISSSSS,�,j,A„(�„p,A(11I (� rt � NNNNN' 33333• I• 00000NNNNNNNNIUNNNNNN ol coNNNNN4 D NNNNNOtOtD000(00(00NNNNN(''t(''tWWwWwwWWWWwWWOi(JtUtUtOtO0000GtWWWWNNNNNW�'w � N 00000 0000t WWWWWWWww00w0wwNNNNN00000WWWww0ul(ncncnw, 00 i SWNNNNNNNNNN'a.•�.y ;,J''. ,� � r , 3• NC7�i i a � I �r►333 �, � �WU1 , � i i i !,u @ � -+, N000N 0.a3333_►SSS.a Z4OD WWWW• -' OtOitAtTitti' 00000 Ot 00 NA)to W0J SSSSSN OA AONNNNN00000W0 VwNNNNNNNNNNWWJ0p00000WWWWWNW�3(,D�'0000W�'; pp0 NNNNN V NNNNN VJVJV -► 00D W ' W NJ NO WWWWWUi (OWJJJVJW K 0 a I � a I @4 '{000000000aa000av0000000000000000000000000000000000000000xw N ( N 1000000000000000000000000000000000000000000ov000000000000�A i I a (00000000000000000000000000000000000000000000000000000000Ta n0cc- I f x �NN I K X 0. N O) 0 0 N NJN N N�ot!0 VW NUt(0 VW W0) Svav � - 3 u , NOD'3 ►A' 6WU W0OOUN O NV o 4 J44 OO\f3 A NN0AOUNOAiW0 3 tD 03030004 a0. 001 .►33 (Ov330(00 066jo .N�O ( 0 � a t00 0•30 0Owoo000 (0DA0030A00m JWOD a0300p03J awJ0J NW 0 NA J(pWA LLLLLLi i i i..- N • N i l ' Company 7j?j July 21,2003 Designer l� - Job Number : 02.8649 Base Plate Title Checked By; - X Bolt X(in) Z In frzAt qx 1 4.5 4_5 4.5 -- y --3 -4.5 -- E s�. 4 4.5 - - 4.5--- _ A 2.1 � . � y� "6 f 12 in } t Geometry and Materials . -t Length 12. in Column Shape TU6X6X6 Anchor Bolt Diameter .76 in Width 12. in Column eX 0'. in Anchor Bolt Material A36 o Thickness .75 in Column eZ 0. in Anchor Bolt Fu 58. ksi Base Plate Fy 36. ksi - Column to Edge Min (X) 1.5 in Anchor Bolt E " 29000. ksi Base Plate E 29000. ksi Column to Edge Min"(Z) 1.5 in AB Projected Length 61n Bearing Fp 2.8 ksl HSS Tube X-sides welded AB to AB Min Spacing 3 in. Bearing Fc' 4. ksi HSS Tube Z-sides welded AB to'Stiffner Min Spacing 1.5 in Pedestal Length , 24 in Plain Base Plate Connection AB to Column Min Spacing 1.5 in. Pedestal Width 24 in Vx Shear Lug NOT present AB to Edge Min Spacing Analyze Base Plate as Flexible Vz Shear Lug NOT present AB Row Min Spacing 16 in Fp Based on AISC J9 Criteria Priority is AB to Edge Spacing - AISC ASD 9th Include Threads for AB Design AB Fv, Ft based on AISC-Criteria _t Loads P k Vz k Vz k Mx k-ft Mz k-ft Reverse DL 3. .1 .8 No LL 11. .3 1.8 No WL 1.2 .95 5:1 Yes EL 1. .75 4.1 Yes -` Base Plate Stress and Bearin_g Result Base Plate Stress(ksi) Bearing Pressure-(ksi) _Description _-_ Load Sets Allowable ASIF U.C. Allowable_ ABIF U.C. d+s 1 DL+1 LL 27. 1. .05 -2.8 1. .239 .6d+w _ _ .6DL+1 W- '27. 1, A04 2.8 _ 1. -i .409 { _ 6d+w 6DL-1V11L 27.-� 1. 378 _ 2:8 " .388 _ _ __.. V. d+s+w 1 DL+.1 LL+1 W- 27. 1.. - .314 2.8 1. .478 d+s+w 1 DL+1LL-1 W- --27. -- - --1. - .047- 2.8-- -- _ 1:_._ .227 .6d+.7e -- - - - .6DL-+1 EL _ - 27. _ 1 .324 - 2.8 ---- 1. -- .328 .6d+.7e .6DL-1EL_ �27 1. .288 2.8_ 1. .294 t _ - d+s+.7e -- ---- 1 DL+1LL+1 EL 27. ---- -_ 1. _ .235 _ 2.8 - - 1 .457_ d+s+.7e_ _ --- 1DL+1LL-1EL �--- _27. -_ - _1. ,036 2.8 1 -- .176 RISABase Version 1.02a [Untitled.rbs] Pagel f . i i i Company t� July 21, 2003 . , Designer : Job Number : 02.8649 Base Plate Title Checked By: i � Bearin_q Contours -------1 .67 - 1.145 --- --i 1.087 (ksi) (ksi)ksi � (ksi) 0. g 0. - - 0. 1 DL+1 LL .6DL+1 WL .6DL-1 WL Allowable : 2.8 ksi Allowable : 2.8 ksi Allowable : 2.8 ksi U.C. : .239 U.C: : .409 U.C. : .388 - - 1.339 ,636 ,918 -I (ksi) {ksi) " {ksi) tiw 0. 0. 0. - 1 DL+1 LL+1 WL 1 DL+1 LL-1 WL .6DL+1 EL Allowable : 2.8 ksi Allowable : 2.8 ksi Allowable' : 2.8 ksi U.C. : .478 U.G. :,227 U.C. : .328 824 1.279 .492 (ksi) (ksi) (ksi) i 0. 0. a 0. s - _z .6DL-1 EL 1 DL+1 LL+1 EL 1 DL+1 LL-1 EL Allowable :2.8 ksi Allowable : 2.8 ksi Allowable : 2.8 ksi U.C. : .294 U.C. : .457 U.C. : .176 -, Base Plate Stress Contour -� 1.34 10.909 10.201 _ # (ksi) (ksi) . (ksi) I i .054 0. € i 0: ,=r 1 DL+1 LL .6DL+1 WL .6DL-1 WL Allowable : 27. ksi Allowable- : 27..ksi Allowable : 27. ksi -s U.C. : .05 U.C. : .404 U.C. : .378 i $ RISABase Version 1.02a [Untitled.rbs] Page 2 Company July 21, 2003 Designer Job Number 02.8649 Base Plate Title Checked By: Base Plate Stress Contours (continued) 8.484 1.274 8.752 (ksi) (ksi) (ksi) Mo. T, 1.048 0. lDL+lLL+IWL IDL+lLL-IWL .6DL+I EL Allowable : 27. ksi Allowable : 27. ksl Allowable : 27. ksi U.C. : .314 U.C. : .047 U.C. : .324 7.767 r 6.338 .984 (ksi) (ksi) (ksi) t. 0. 0. .023 .6DL-1 EL lDL+lLL+lEL I DL+I LL-1 EL Allowable : 27. ksi Allowable : 27. ksi Allowable : V. ksi U.C. : .288 U.C. : .235 U.C. : .036 Anchor Bolt Results Description Load Sets Bolt Tens.(k) Vx(k) Vz(k) Ft(ksi) Fv(ksi) Unity d+s 1DL+ILL 1 .049 0. -.1 19.1 9.9 .023 1 2 .04 0. -.1 19.1 9.9 .023 3 .039 0. -.1 19.1 9.9 .023 -.048 0. -.1 19.1 9.9 .023 .6d+w .6DL+IWL 1 3.578 0. -.252 19.1 9.9 .424 2 0. 0. -.252 19.1 9.9 .058 3 0. 0. -.252 19.1 9.9. , .058 4 3.567 .1 0. -.252 19.1 9.9 .423 .6d+w .6DL-IWL 1 0. 0. .222 19.1 9.9 .051 2 3.351 0. .222 19.1. 9.9 .397 3 3,343 0. .222 19.1 9.9 .396 4 0. 0. .222 19.1 9.9 .051 d+s+w lDL+ILL+IWL 1 2.753 0.- -.337 19.1 1 9.9 .326 2 0. ' 0. -.337 19.1 9.9 .077 3 0. 0. -.337 19.1 9.9 .077 4 2.743 0. -.337 19.1 9.9 .325 d+s+w 1DL+1LL-1WL 1 .037 0. .137 19.1 9.9 .031 2 .061 0. .137 19.1 9.9 .031 3 .059 0. .137 1 19.1 9.9 .031 4 .036 0. .137 19.1 9.9 .031 - .6d+.7e .6DL+I EL 1 2.869 0. -.202 19.1 9.9 .34 2 0. 0. -.202 19,1 9.9 .046 3 0. 0. -.202 19.1 9.9 .046 4 2.86 0. -.202 19.1 9.9 .339 -J .6d+.7e .6DL-1 EL 1 0. 0. .172 19.1 9.9 .039 2 2.548 0. .172 19.1 9.9-- .302 2.542 0. .172 19.1 9.9 .301 4 0.. 0. .172. 19.1 9.9 1 .__.039 RISABase Version 1.02a [Untitled.rbs) Page 3 Company July 21, 2003 , Designer Job Number . 02.8649 Base Plate Title Checked By: r._ Anchor Bolt Results(continued) Descri tin____ ^_ _ Load Sets Bolt Tens,(k) Vx(k) Vz(k) Ft(ksi) F_v(ksi) . Unity d+s+.7e _ 1 DL+1 LL+1 EL 1 2.047 _ 0. -:287 19.1 _9.9 _ 243 _ -- - ---- — 2 0. 0. . -.287 19.1 9.9 _ .066 3 0. 0. -287 19.1 9.9 .066 - - ---- -- -- ------ - —-- 4 2.039----0 -.287 19.1 - -9.9 _ .242 - 'I .031 0. .087 1.9.1 9.9 .02 ; - -- — -- 2 .015 ---0. .087 19.1 -- ----99- -- .02--- . 3 .015 - 0 0.-__ v.087 19.1 - `9.9--- --.02-- _ _._ . _ _ .. 4 .029 0. .087 19.1 9.9 .02 __- _.--- - --- -- _ _ - _ _- � I a ti ry � f f f - { 1 t f . ) f k t RISABase Version 1.02a [Untitled.rbs] Page 4 JOB Cam:f►i. Vv l 1. C.T. MALE ASSOCIATES, P.C: SHEET NO. OF_ 50 Century_Hill Drive CALCULATED BY DATE Latham, New York "12110 ' � CHECKED BY DATE SCALE 17 Faf�- e;" c>7:�- Pi;��S(C-7A og Q � t t - t i JOB 1, L C.T. MALE ASSOCIATES, P.C. SHEET NO. OF_(p 50 Centu-ry Hill _Drive CALCULATED BY DATE Latham, New York 12110 CHECKED BY . DATE SCALE Akr I S ?1 t 2 t k � t ✓ I` { � � 5 /66 L Ito o � JOB Q[r► �� C.T. MALE ASSOCIATES, P.C. SHEET NO. OF 50 Century Hill Drive Latham, New York 12110 CALCULATED BY �. DATE �( CHECKED BY DATE 1 ! SCALE t-V')rs' s ` Id, <1 7f Z_ a) } 3� . Y b C.T. MALE ASSOCIATES, P.C. JOB Cam_6+• �f SHEET NO. OF 50 Century Hill Drive CALCULATED Latham, New York 12110 BY� DATE CHECKED BY DATE SCALE V7 r w(6x � k c 1 1 � �33 ?TUp c JD6 C.T. MALE ASSOCIATES, P.G. SHEET NO. OF '50 Century Hill Drive CALCULATED BY DATE Latham, New York 12110 CHECKED BY DATE t � f SCALE 3 i� t Fa,q 6� (q 6) o � ' c) + 5+ 7, 7. /E?La r 1 p=/ rU �' 31�5 a I� JOB G.T. MALE ASSOCIATES, P.C. SHEET NO* OF ALI- 50 Century Hill Drive � � Latham, New York 12110 CALCULATED BY DATE CHECKED BY DATE SCALE 7-7 o -7. ?k' I k 7 17- 4 7 'UaAj(� Ike � I � . 77 - 3-s Z 77 2- 9 7- i: JOB O C.T. MALE ASSOCIATES, P.C. i� SHEET NO, OF 50 Century Hill Drive Latham, New York 12110 CALCULATED BY DATE CHECKED BY DATE SCALE �1 f s k � s I f r f JOB C/G .vim C.T. MALE ASSOCIATES, P.C. SHEET NO. OF CALCULATED BY l 50 Century Hill Drive DB Latham, New York 12110 /G'' OATE CHECKED BY DATE SCALE 0-7 1(13) 4P = • V t_ 2�0�7� IC7 K f Z Z, 7 3 L '76 , L 0 ��� - 21y,7� JOB C.T. MALE ASSOCIATES, P.C. SHEET No._ i OF 50 Century' Hill Drive CALCULATED BY �,7�� - DATE Latham, New York 12110, CHECKED BY GATE SCALE 9/ st r 9 : 17, f_E I - i 4� Joe C.T. MALE ASSOCIATES, P.C- ;SHEET NO. OF 50 Century Half Qrlve CALCULATED BY DATE Latham, New York 12110 , CHECKED BY DATE SCALE J., cj � l�1 y � �'L JOB U 6. .'06 17 �`�F5 C.T. MALE ASSOCIATES, P.C. SHEET G( 1 OF ' 50 Century Hill Drive CALCULATED T DATE __3 CALCULiITED BY DATE Latham; New York 12110 CHECKED BY DATE SCALE z2� P1 - z -4 _ �Z —,1v f� S-76 67, c f 1._� 1,acc� = $ ►-7q) 7,,.. 1 Z— C COLUMNS`7.4.3-Load-moment strength interaction diagram for 134-60.75 O columns L References: ACI 318=89 Sections-9.3.2.2, 10.2, and 10.3; ACI Publication SP-7, pp. '152-182 _ 70 [I INTERACTION DIAGRAM R4-6075 M fG=.a ksi _ 'N 6.0 0 _ .. . .. ._. . . f"60 ksi Y 5 •� ryQ 7=0.75 _ _ �' • • • i -7.4.3 - �.. b 5.0 Tyo . . . . 4.0 0.06OPn ` - -- - A9. - 4 - - - - --- - -- --- -(y5� r 30 Pa• 0.01 0.02 0.0s 0.04 0.05 0.06 0.07 0.08 1.00 1.00 1.10 1.20 1.29 1..34 1.48.1..54 1- . - - 1 - Vr, bm �.oa - 1.0 ,- 0 020 0.40 0.60 0.80 1.00 120 1.40 A.60 1.80 2.00 OP„ x e =OM; ksi Ag h Aqh' r--,C COLUMNS 7.4.4-Load-moment strength_interaction diagram#or 114-60.W jO columns :. L References: ACI 318-89 Sections 9.3.2.2, 10.2, and 10.3, ACI Publication SP-7, pp. 152-182 7a _ [J INTERACTION DIAGRAM R4-60-40. M - -9 - fs=4ksi 4 N 6.0 - o - -. 0 k f,--6ksi tom+ r=090 i • • • + 3.4.4 - a 1 5•0 - _ °11 0.01 o.ox o.a3 0.04 o.os o.os 2 .07 o. s . • • ht h 1.00 1.08 1.23 1:36 21.1 1.59 1.59 1.19 Ft' i - 4.0 o:os �'° OP„ �0.05 - O� ksl Aq - 05� &0 L0 0 020 0.40 0.60 0.80 1.00 120 1.40 1.60 1.00 2.00 O� M a=Pon,ksi For use of these Design Aids, see Columns Examples 1-8 and 11-16. i Il 82 i ak JOB C.T. MALE ASSOCIATES, P.C. SHEET NO. ` OF S 50 Century Hill Drive CALCULATED BY DATE Latham, New York 12110 CHECKED BY DATE SCALE N 4-/ti'1 F� § r IVU - lea ` kt, r� Vc A�eiqo J �ace i t� 4� (5 1 . . Jos i b - C.T. MALE ASSOCIATES, P.C. r f SHEET NO. O 50 Century Hill Driwe Latham,'New.York 12110 CALCULATED BY DATE CHECKED BY DATE SCALE _C U .7 S e Szz . 7 i ' O , E to 3 ice. r JOB --C.T. MALE ASSOCIATES, P.G. ' SHEET NO. OF _--� -" 50 Century. Hill Drive DATE D Latham, New York 12110 CALCULATE BY l CHECKED BY DATE SCALE 7-E f ) 3 L4 �- 2 vt�'J 10 Z K Sa t� Z,.1, -- i PVA Cz� , � .� U3a3 } �-� = � ��j ���C 1 = Imo► Z � { (�'� v� „� _ ` . q 57?> C t-Z:) 4� D . ; .�.�.., C..��r� ��►���C ���- � � sue" v 2 S� �.l `Z = xs`75 �— a r JOB 2. GJca C.T.. MALE ASSOCIATES, P.G. sHEETNo. -� of �o 4 50 Century Hill Drive Y_ f/^�. l Latham, New York 16 i O CALCULATEDB DATE CHECKED BY DATE SCALE 12 ZD .ZZo 4.(� 1 j � -r , sy '7, It Flo d C 1> �— i - C.T. MALE ASSOCIATES, P.C. JOB SHEET NO. OF 50 Century HIII Drive CALCULATED BY_I r DATE Latham, New York 12110 CHECKED BY DATE SCALE XA sAj to Z- 7, Z qo I - OctU GZ 7 ( _ Spa 3 -? 7 q j h✓ l 3S'�5d1 ; DIV�•-- l .I i JOB C.;,.,- C.T. MALE ASSOCIATES, P.C. SWEET NO. 50 Century Hill Drive CALCULATED BY DATE Latham, New York .12110 + CHECKED BY DATE " 1 , SCALE 4 �- cf ! � ---. - FA t Joe `-- C 11 (1 C.T. MALE ASSOCIATES, P.C. SHEET NO. OF 50 Century Hill. Drive Latham, New York 12110 CALCULATED BY _`.r"'--/r/ DATE CHECKED BY DATE SCALE -- Z -'S Z-,K2' I✓ �, �- I G�"Sow t c> 13 I � Z I f 1:j JOB CJ L j, c--;o `'( C.T. MALE ASSOCIATES, P.C. SHEET NO. J � OF 50 Century Hill Drive CALCULATED BY DATE Latham, New York,12110 CHECKED BY DATE e ( SCALE 6 VnC3 1i \ ttl = toy �2.t ,Zl � r" -7,6 3" Ars 2-k—c&3 0 V-07z- C - P,- w z-= -c-e.4a5 r a,/J7 Lass 4v---i— . r JOB Ota r C.T. MALE ASSOCIATES, P.C. SHEET NO. J OF 50 Century Hill Drive Latham, New York 12110 CALCULATED BY DATE CHECKED BY DATE SCALE i �- 16 67' 6 i f ' 7 I ea>'*) 1-/o ` l o � I� (I1 if } r�4 1 1 . I I i I �. C.T. MALE ASSOCIATES P.C. roe I SHEET NO. OF i 50 Century Hill Drive Latham, CALCULATED BY, ��_�._.. DATE CHECKED BY GATE SCALE TI p I � . -jp t t 2-j66 7-2 I A, JOB v I- 1i��2 G C.T. MALE ASSOCIATES, P.C. SHEET NO. on OF 50'Century Hill Drive CALCULATED BY DATE Latham, New York 12110 CHECKED BY DATE / SCALE r 1 4-' � a� } t n� F -67 ; 1 S o } , Z I ! - t } LY)6�- a� �4 i - � k } } JOB i— C.T. MALE ASSOCIATES, P.C. SHEET NO: V OF a 50 Century Hill Drive . CALCULATED BY �C DATE Lathath, New York 12110 , CHECKED BY DATE SCALE fib DA/ , t J* cm CDC—:, Z c> `2 -7 I`\ P� �- , IgUo A _f - (o �.. cv 7 C2;7. 3 33 ' JOB ` { C.T. MALE ASSOCIATES, P.C. SHEET NO. OF 50. Century Hil'1 Drive i CALCULATED BY BATE Latham, New York 12110 'CHECKED BY DATE SCALE r l ►,W I # to�a��L r�5 ►A-Zt Ll tz !-7,5--27 = T �` /O'j, c `IZoopst, j(�o� �- . ! C.T. MALE ASSOCIATES, P.C. roe SHEET No. OF 50 Century Hill Drive . Latham, New York 12110 CALCULATED BY GATE CHECKED BY DATE SCALE "2 17, IL t6l 1I r�f33 i 3-R4- GSA ` z 5-,17 3,S JOB C t" r C.T. MALE ASSOCIATES, P.C. SHEET NO. OF_ �7 50 Century Hill Drive If � CALCULATED BY DATE 2 Latham, New York 12110 , f CHECKED BY DATE SCALE I� I I p = 7- Z c1�l:g xr - k. _ (1,.6�r ZJ 1�� :11a g 1f,b _ d t � 4 r JOB G ' G.T. MALE ASSOCIATES, P.C. SHEET NO. 47 OF 50 Century Hill Drive CALCULATED BY DATE Latham, New York 12110 CHECKED BY DATE S SCALE J7 12-5- yq) I_ r' r , rl_,, " JOB v C.T. MALE ASSOCIATES, P.C. } SHEET NO. OE 50 Century Hill Drive, -' Latham, New York 12110 CALCULATED BY_ L°-A - DATE CHECKED BY 'DATE SCALE 1 r F7 F t la 6 k�—g-oc> a ca- > 4- 4�s— t 1 63bae->�� I - : J1 I . 11 TOWN OF CuHE NSHUIiIL CUEENSBURT,NfS vORx -INPIC TILDE SECTON REOU RTS pR I-ED ACTUAL COMMENTS` "" ARCHITECTURAL SYMBOLS LIST I - AR(�`HITECTURAL ABBREVIATIONS JUPoS..UON BC-01.2 --_ __-- v 'TOWN 0 U Et Sd PY FLOOD .IN BC 603,1.E LFILANG IA -' i AL rig P i //�''''' G Eai ES PE 1C Ay8 E S 5 S E 0 pwp NO L ABOREIpi DJ'.ARE SEPARATED Oft RED SEPARATED BC}92.} SINGLE OCCUPANLT / I� ' - E ES' S O p [\-- flEvni UN TAG L - -' + d, 80 E G EC,vER'r CAI. SE D OCCUPANCY BC-}p2 GROUP S -IF WATER HAPPE.EUT FACILITY i� 1 ( __ f `G HOR LONTAL L DS BC TABLE 307.)(1) 2`v0 LOUD CAL MA., 1 250 LCUD GAL, LSE-CLOSED SYSTEM ` _" -- - -- 9CC PWJCv CC}p>,9-1/]0>.9.'t CUSS I OxUZLR UTILIZING CGeViHOL AREA GROUP H ClASS FCAi ON NOi REQUIRED I:' ,_ :; e Y „_, -- �" pp E + E fA LEEi TYPE OF CONSTRUCTION RC TABLE 60 TAPE V 5 MASONRY WALLS/COMBIS1.1 W000 TADJJING )` ' SECTION TAG -' + E REST HYDRANT((0}0) ALTERNATE 111111E, 'OU RF FNis A-i POUTS 9 STAID PRESSURE 95 Ph A ARCH{FCT(UN ) 0 S�SJ9L QELILEO RE ...`.. i- .- it AL vpr. n PLA MUM ALLOWABLE DOROTTY BC TABLE.a1a A CLASS I Ox`ZER <225 LIQUID GAL. BUILDING 5 NON SPR E E:D r - -...__ _ e 225 HOLD CAL MA% APPROVED STORAGE CABINETS NOT PROCCE0 ,I\ - i .-- """"" j`D BIDG. EU LO1rvGUs YE l ALF i. LINE HOUR EAING ONE HOUR RATING t ONTR AR PR 4 A 1 _LONikOL AREAS 9< dL[41a 2.2 ()C OL EA 0 DELI( LLOWED) __ _____- DETAIL TAG i TG E%PLOSOry CONTROL BC .51 1 - D.M BENCH MARH , NQi REQUIRED NOT nPPt.LABIE CLASS Ox UItER(NOT APPL CABLE) A-i T �""--- -"� RULAR FINCH FLOOR C AL CGeiRACTOR CTANDI3T OR EMERGENCY POWER BC 5 j NUi REQUIRED PROVIDED CUSS b%02ER - "'"'- ") o I 1 -� ) 1 0'F'E' �IECH. ''CUFDC AL ICA CONTROL EC REQUIRED LIUMP TGIi FLOOR FLOOR DFAR PROVIDED t� { i / ) -L BIUK. FLOOR AN 50 TOPfN NG WEATHER PROTECTION BC 41 M1,6 OUTSIDE USE PUMP SIgi ON/WET 1'lFLL NON COMEUSi BLE CEILING FIJBH<1.500 OF (� WINDOW TAG 1. i f1nERGENLY ALARMS 8C-414.] NOT-REOV HCD ALARM PROVIDED flEOU REO FOR GROUP H OCCUPANCY OreI.T x-�/ - 'J --- �- j LED, MITI NC M.R AL ID, RE RESRSCIATH -- r _ ___ _ -I GSMF. CASEMENT 1 wA A D MAXIMUM FA TIALED AREA CC-TABLE 50] 9.OD0 SF 6D4 SF 474 SF GHF.NCAL/ELECTHC BUILDING CONSTRUCTION NOTE TAG -_ T { MARBLE iHfftsf10t0 A%MUM-L ITED HEIGHT BE OPEC 50} 40 FEET 25 3}0 SF COVERES PORCV - f - �" �� �- F{ C S, CAGIrT, UnfEER FLZ ETOR FS BC-SOBLE 5p} STORY i SIOPY DOOR TAG E `-1 C. gip+ NOT APPLICABLE NOT APPLICABLE -" / - / I C E OCONifi FRNT E PALER CR RTA I - I )_ S CO LESE C Sp DC. 0 CENTER nCi PRE b."S TONS(CALL) BC 5D6 STOR SF CREDt NUi REQUIRED ROOM NAME. 111{ IEF IN- T EBU i MODIFICATION pC 504 4tl fEE ALLOWED CREOt NOT REOVIRED r� ROOM IDENTIFICATION TAG - -XXI __l --_.r,) _I 1 pNSiRUCiROry U.[I. 0(PLYING UE OAfnEtER _ECs g. 1:_SJltAMeF+r, HT/AREA E/AREA --- L"^XI - '�11_ �C ( .UR PAR LAG AREA BC TABLE 503 I-51DRY/90DO SE 804 SF /. I "� � !� I j r 1 1 J CL�i CED NCiO "`T: pARTYON TO GIFTS CREDT DC-"I - ONE REQUIRED (wT)-- WALL TYPE TAG -� .._....� FIRE PPARATUS CCE 5 ROAD 00 COORpN PC GUS C.111.-1 SPT LEE CREDIT CC-506,3 - NONE FULDISGD �/ B IG.'CHAIN) f ATE PV. T TOTAL ALLOWABLE AREA/FLOOR 9.000 BF % t2 /804 SF 1 I t NKI fENCE.. C.T.Rp OERAMC RE p LAM ATE p 1 Oa ENikR UNt IA H 5 OE GATT : DEG DUAL P`S. O b5 PER l5pUpRE TOOT FIRE PPAR i S ROAD ISO RULE FC`vU3 i <150' <I IF' _ - T BO fLiER, ' I V vE0 CCF}S ROD I Gook NG O_ ILLYMOLD 1 L 4 U4 S LLS 0 0 INTERIOR ELEVA IIOtu TAG R d Q Ef E O IENER SOLE 1 _ I ED DOWN E E ft A 5 C fl FRAIAE BC YABLE 60 9 HRS O JRS -HOUR FHF.RESISTANCE RAT rvG AL Ctlwi20L ETER AUII .I LIP D EEifRI+ PUS. LISTER NUS BEA 4 IS EX{ERfOft/NTEROR 8C TABLE 60 B HIES HftS APE'R FIRE BARRERC(TABLE 414.2.2) 7 Tr G R00 CONSTRUCTION 9C TABLE 60t 0 HORS 0 1 S A 0 UT. OLIARRY TLE BIG STANCE SEPARAT ON' iACIE III }/O HRS >}OH/O Hft5 _ P F ST i0/lui Y tl - E%IST ExsieN E,TAMER SELL OPEN' DC TABLE 7D4.8 U UPS S CHEMICAL/ELECTHC Y- �"++- 1 I -1 EEC. ELECTRICAL INE REINFORCED or RF NFbRC NG PARAPETS BC 704,1 DOME REOUREO NOT BROBRG, NON-COMBUSTIBLE SIDING iNStaLLED OVER UE FAIL(NUMBER) > / >, `.; , J' i -� ELEv. ELEVA Nor ILEVAIGI D'SECTION(NUTABER OR C LDI _�'* /'., E%TEROR WALL COVERNGS dC-TAHLf-1.2 VENLEk(2625'LNK) ANCHORED VENEER(3.625) pESIGNATiON ) x Y L 1-- { ECELECTRICALSED CE%PArvS TOR BEp. HEOURNESR Sb LS(,25-THE) FIBER fEMFIT TAP`TONG COMBUST BLE FRAM NG MATERIAL "I' ED FEB.OR ON ft,G DAN1 oPFNING EXTERIOR WAIL FNSHFS I4061 NON-COMBUSL BLE NON COMBUST BLE FlBER CEMENT SUNG / WETLAND ICA C...GRFBLES CC-TABLE - �NEEt NUMBER WHERE / ` 1{ •U STAwC.E SfPARii ON5 ED DOUBLE F SECTION OR DETAIL IS //// i, I r j EQUIP. qU PrµEntYT FIRE FGINIG WEER S N. AV TABLE FC-50E,1.3 NOT APPLICABLE NOT APPLICABLE SEE SITE PLAN FOR HYDRANT LGCATON LOCATED '� / /\4 111��� E,. EACH S.L' SEALED CONCHEif: EFF RA?EG CON RUCL ON IJ95J2E,L I,1L$E,A_[A�DR -_I ER. E%1SY rJG i0 REuuN p Ly pfi INC DENTAL USE AREAS BC-TABLE 1D1,IA SEE REMnR'A NOwF. f - - EJP EXPANSION ONXY NJONT SCR. ST SO PHEDULE E ACCESS CRY MC IF BC-1p2.2 - rJOi APPLICABLE NOT APPLICABLE 5ECT. ycci ON MIXED obbu n OY Bc TABLE 3G2,1} - /�1PARTIAL SITE PLAN vD°N. FM)CR SPNN sH SIBLF.,SHEATHING FIRE WALLS BC->05 - NOi APPLICABLE \/17 J SAID UT JO Ni FINE B"IN BC-)06 - NUi APPLCgBLE -HOUR F'RE RESREFPCE RATING Ai CONTROL SCALE:NO E �/ FL FBERGUSS 51a Aft N i APPL CABLE gREA FIRE BARRIERS TABLE a1 2.2 CROSS RE E EIIE NONE N FIOGRIN, spCCS. SIAFT ENCLOSURE BC 70] - ( ) SPEC GT UN5 FIRE PARTITIONS(TENANT SEPARATED) BC-]OB - NOL APPLCABLE i FOOL or04 EEi 50UARE 5LIGAD BARRERS BC 709 - +..+ TAPLESS STEEL ar GPENNG BE TECT VIES BC TABLE]14.2 - ry0{HEOU ftEO FUgq 6ES- N FIRE STONNU BC-716 REQUIRED A 3,000 OF <3000 SF ATTIC GRAFTSTGP PRDVDED AT CONNECTION TO P 5 PEII-CEO STEELA. ED UR.AFi STOPPING BC 716.n L.R.PORCH AGNEG SifEUCivRAt-- Z IDENTIFICATION C.B. TBEft-T BNARD TO SCBLE --.-� -- RI iE(NCF)R E E ED NSULA 1I N.ft00+e DIAENSOJS CC 120I.1 Y'0" r>' - -------_ "'- -- - ---- -- -- - GENERAL CONTRACTOR E E U LEO CLAPS RD i STR 500 PE RANG Mry CEtxG HEIGHT BC-12D>.2 7' - y>'P' r \ \ )ONO. GRACE T (ESS) KNi Ui ON(NATURAL OR MEGtAN CAT) dl t2U21 Ih CHANICAL MEOFIau CAL NON-nAB TAHIE SPACE U \ A 44 C -PL P t i /YIET Et G F O.. 0 56NRY LIGHT IN OR MECHANCAL) BC 120a.1 1eECHANICAL MECHANCAL NON-HABTABLE SPACE _ i �F"' v ZEU STEEL EXTS _ � /.B. OR SUIA LL8DAHG TRIBES, YHRESHOLD DIE f PERMITTED p<-TABLE NOi APPLICABLE PEOPLE L k - ' _- - / - 0 5 E<0 NO APPLICABLE BUILDING OCCUPnrvi LOAD<'10 PEO E ' ) - __ ---- ,,,,I,;, OttOw METAL muow rope TRAVEL BC f UlE Otl 2. NOR NOT�REQURED FE ♦ F ] ''12 HORIZONTAL IF O. UIJLFS NOTED OTHERWISE B E 1 5. E E UE L EGRESS BE 905.3] pNE REQUIRED (�) •� I DC CE 0 1 Ph ! CORRIDOR tUTH B 43 4' U PL CnBtk A'-rt .. _ Z '1 h1E1GHi CN'A(tY OF EI%E5H(CAL7N BC BLF 003.2.. G.IS/PERvON(5 i}'J 3 J I - L+ .q.C. HEABIG.1 TGG vFHi IRLI FE IN 11MIL All CORRIDOR A E A G BC TABLE I0043.2.t NRW/O PR NKLER NOi APPL CABLE - ��'i of VG.i VNYLLCOMPOS TON THE C R R LEAS INS BC mU4.3.2 i 20 W NO SPRNNLER 120 - - it DDo D BC 1603.3.I N2OL ON ybN ( --1" (- 6pE OaaETER N z0 CHEIMICAL ROOM r y xrH DOOR GAINS dC 10033.1,2 DIRECTION OF EXIT C FORIDDS - - 07 ( )}}I 1 / H tlli SERVING ED UPINT 'p� 'J I r� (I SUL NACi VE PANG HARDWARE CC-1a0}3..9 LOAD OVER 60 PEOP 'el i ! A t v WHo NUi APPL CABLE , /I vI XTEHIOR fN5HEs BC iAOLE ep].4 UNPROTECTED UNPROTECTED WAi-LS. Od COMBUST DLE(CLAD) _i � .(� \r 1 (� �J J01Ni v+,w,- BLPIPOOD WIRE NESH lAD CAL E%TS k EXIT PA55AOEWAYS q CF.ILMCB.A.R.GYP.HU.TYPE �i p `�' / / ✓ - e1v Exi Acress.copRoaks B FLOURS GONG w/SIRS ELEC./MECH. /MECH. \ ') t L reOOIM h ENCLOSED CPAC'd5 c G ACCESS 11 GIN HC�G.CE55 ( ,] ROOM 1 P NEL ITYP)I--, a L ACCESSIBLE ROVtE BC 1104 I EXEMPT CUL �~ �)- Dnlo SECTION nn].z.9 [76EZ BC LAAI.E 1108.1 rr LETNFACILITIESRc BC 09 _ ,' J J e n D I STEAD OP UNDUE HC-1003 _ I / 1 9 �� ' 1r _"x STRIDE COUNTERS BC ` \ ENtRA GE dC 05 Sin GE '+TO LET s -- ,. t2.3 - nANGpwgrE(N.I.C.) SUPPLEMENTAL.HL RECUREMENTS APPENDIX E _ - COMPLYING WITH ICE/ANSI AT 17A }' - - - �- Z O UE C ib SG FOR _ SEE PICA DRANDN STFORP GI ARCHTEOR TI PtUMe NG nwp GCOATE - vmnml�. �• 1 pptaU?SenJiru[$F(JR PyyM$rv4 FEULTE5, S D PE I EFEERR CAL RATING S FOR ADOTUNAL TON. --1 R RATED FIRE B RP ER gtTC bR,;A'IOP REFER i0 DRAWING 5 I ADD SPECIFICATIONS' 0 SPEC AL 1 (U Uk SIGN N0.U905) IN T-TIONS TESTNO ANN SURBOLL EO L E is.REQUIRED OCCUPANCY LOADS BC-iACLE 1106.t NOT REQUIRED Ilbi APPLICABLE __--I---- --_----_ -- -- --- --- -- - - --- -_---- - ---_ ._-. - CLAS�FCATUN OF GUILD NG CATEGORY II WASTE WATER TREATMENT FACILITY BUILDING IMPORTANCE FACTOR(5) HC-1604.5 SEISMIC 1.25 -- ..�. SNOW=i.i BASIC WIND SPEEDS WIND GUST tU 90 MPS/] WIND i 15 SEC.-EXPOSURE C EARILIQUAff-L TtRLA EC-1615 SITE CLASS o 61sMIC DfswN n1E SEISMIC-FokCE-HEsSnwc srsTeM of A �+1CODE REVIEW FLOOR PLAN Z BG-1514 CATEGORY C MgSOUR1 SHEAR WALL BUILDING ARE REQUIRED TO SCKE:IR/a" -0' BE ANALYZED AS SPECIFIED IN SECTION 16 NET. CRbSs EFERENCE:NON1 sPFs'.ql N++�pFC _8C-1707 SEE STRUCTURAL OWG DR-ARCHITECTU2N. REFER TO S-DRAWINGS FOR OTHER DIFOUREMENTS THE CORN SHALL CONFORM w/NYS ENERGY CONSERNAi ON CODE LATEST EDTON. RCIARC A.CAMP.' A E R b/u. PHO RAFTER E m°x E[o ulranncx°w. RA,o2s}59 °'"°„PI'll,'F$YM„ FLOOR PLAN BU LDNG ENVELOPE REOURAINITS ZONE 15 w/10'f.OR LESS wNDOWS ABOVE GRADE ¢v pus 11 o+•Fw°^ton DESIGN TEMP.. WINTER r SUMMER E6.WET BULB 70 DEGREE HEATNC FIG:6594 "-- -u, CODE COMPLIANCE DRAWING ---- o Y RS cpbe. Acm,M.: u1.P.M"'MAD"P.c CONTRACT 2 " (+� _ Des<EO C _ _ROUTE 9_S_EWER DISTRICT _ WALLS(WOOpI R.-�I MN wnLL4(ta5UNRY) 4. -.. -... .- -.--. HOOFS(SLOPED) -.R 25 MIN. ROOFS (SLOPED)R- ]6.6�M N. - -DC WRP TAWS GE OUEUlCBURy tvAHHE COUNTY Nv " FQMIIGAtON BELOW GRADE R-0 1 N FOUNUANTl BELOS GRATE R=8 laR+. O THE BEST U G E[E (O E k PROFESSIONAL JUDGMENT A-O SIR PAGE' R=0 e11 SIAfi IOF.E A�O ITN. i ESE PLANS SPECIFICATIONS ARE N COMPLIANCE WITH THE BULBNG -S --- 1p �[!A A- R. 02tl6 C T MALE ASSO IATES, P.CWNDOws Ahp GUSC ppORS V-0.7 wND0V15 4iJD DOORS. PLUte NG F-DIN CAL FRE AND ENERGY CONSER-ON CODE OF RES Lill SCA / UUP, s.EFI }BOR n,-FAl O'LlIOUXI+N au55 ub'/MILL YOP SigtE',EVACiEU JuIY'[p0'2. CLANs[R+^LFa [ c'FT IL ICI DAD NO O3-1B3 -- Mr Lcr+. ST{, i S N STRICI ACCORGANCE WITH MAHU C I' TECHNICAL`SPECTC"At ONS IUNTAIN.LCNMENT WITH !A'i CIA TAPE .- FRA nF DETnII 5 IT L HSEit LABEL E LARKS C f LEAF vqR ES/ ` 3-a 2" �2 C. IN CE bR SIGHTED SSE ER iU f IT ( E tCS, TAUS 0 SQUARE WiRAF N INSTAO u,LATINlF ANN X11A AAHK UCgi'ON ZGF b00R TYPE A - 2 STEEL S,/AFD 3J4/A i_5/A-I 't HEI.10_VABLE IaULL Ory GaLVANIZftl N S ` 1- ____ -- SHIFTCSPACES 0 0 PE F:ER t tCONTINUITY OF BUILDING iHLRn AL BAkk ER St LL SEAINVI AND RLLAIEO TFC G MATERIALS nPERIMETERO A p H T-" ]EXIT R LOCKS SHALLNOT REQUIRE THE E OF A KEY POOL SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION wi LD 01 A C E C L ROOT. (2)I'll3 8 0 _ l/4 f _ _ E 6 L,UNO PER SEc O4 b 1 5.,IFPA 01. 02 A ELEC/!IEEE ROO J / 0 3/4 F - STEEL 3/A- 3 /A I g/A I CL NRED of HM A LATCH OR OTHER FASFENNG DEVICE ON A DOOR SHALL BE PROVIDED WITH A KNOB HANDLE PANIC BAR OR OTHER SIDLE TTPE OF OF EASING O[YCE HAVNG Ali OBVIOUS METHOD OPE PON UNDER ALL LIGHTING COND IONS. DOORS SHILL BE 'o a, ABLE i0 OPEN 11'H NO MORE THAN ONE RELEASING COEVARD.PER NFPA 5 21.}.}. NFPA 1U1. KEY: ACP CO C CRLNG TILES 4 THE FLOG U BOTH DOES OF ALL DOORWAYS SHALL BE GUBSTANi ALLY LEE D. AVE THE SAME ELEVATION Ury ET C CO C E F' BOTH DES OF T E DOOR WAT FOR A DISTANCE hi LEAST EQUAL.i0 THE V Ut E WIDEST LEAF PER SECTION FINISH SCHEDULE E AsaNRY UNIT P o, IHEPDXY 0 SUITS BOMB 5.ANY 00 5 p5 NStRUCTRON AMC MA NTENANCE SHEETS bR FIFOHI O ACKED WIN LOCKS CLOSERS,PANIC RNOM FLOOR CflUiJC \ vBi _ I POSE OS iE E AU'LL ONS`E OOL S.ANb bRVEN ECES OF HA EWASE ARE TO BE TURNED OVER TO HE OWNER. 0 R00M NnuE BASE FINISH HEIGHT Rf.AlARKS SLR -SEALER O U Cl 6.GENERAL CONTRACitlR SHALL ADJUST CLOSERS i0 LIMIT OPENING FORCE TO FIVE(5)POUNDS,IN ACCORDANCE WHO AlJ..1 uat'!.FINISH MALL MAi'L FlNISH ___ AT 17.1 REOUIREMENTS, O CHEM AL 0 GONG F < EP lOON SS 0 IDI2ER ST R 4C UO - E� Oil,blj"- "c--- G -E tie EW- o Lod ---"" -- ---- DOOR TYPES FRAME TYPES IT ASO 0 E C( P.) FLL CORES SULU �. BOTF SDESMIfG NDP -- ( i -'GSLIIt.GALI`O HOLLOW METAL BOOR _ AT JAMB P TYPEI 2 J MB _/_ T a RIffESHOLG _Bibf'IETEH Pi tED H00' --SHINGLED OVER RIDGE FENCE PND fATf -- E -f L 1.ARUUND NSVlATE6 B <MU E _ VERTICAL RfN OR BOTH OES REFF2 i0 AND SUCH ENEER ( PUTAP Siai UN 8 / U wNUS FOR ADDTbNAL SEE SiRUCitR INGS L ALUI i I -BflICM VEPIEER 4EtURIJ i0 CPU WALL -\ _ ANCHOR +4'FF I D(iYP.) AND SPECS"' / PROVIUE ift SS - 1 rvruL \ ;-MA,bFIRY AIJ FUSED,rnL RE NF. \\ r .rHREsnaO BELbw II �I ... ..oNL.sue WAI.%wnY w, ;IA111 k > „r ERALTIS ecHORwREDu f , - v mH b ury(iVP.) iprI, ,FrCri i� ,,yt `off 1rWI r f i ii !I's7s.a cJ",s^f \ AALK—BELOW \ ,. a - /R'EXPAND ON JOINT/FILLER } _ t I L mI 1 I III Rf NFORCfD OnC I "4 ...-...y _ PTCH$ i0 bftPIN %. ,�� �� �� I�) " /RN HOIST T_ A '� "'-2.Pi v1006 _ . ) I _-- _ LAND OVERPBUD SLAB AT DOOR(11) __ CJ -'-v-� .... V V11" BLOCKING NG(T.P) ` -R 5 UM ( )K 0 P �•: PUMP ivp FAENi - .:_-�zx A000. .- 0E EO i(.BE 0 (TAD) PLO RISE(11A) __ -EDGE OF PREcgsr SILL nOovE i., �CITEttAeL NFaFllAipry REARING FOR WEST \ FIBER CEMENT 5GNG ABUSE \ \ \ -S E 1 G AND SDING ABbvf {I B'EXPOSURE(LYP-) \ " Poio iNlEiaoiaYMA SITE --UP, R CK VENEER T ELEVATION OPERNG(TYP) RETURN TO WALL.AS REQUIRED i S" BVEREER WATNECOU 9' DETAIL JAMB-HEAD SIM. DETAIL JAMB-WAINSCOT DETAIL SILL o ER POs RE A-I state: I/z">•I'-o a-i scALE: I I/z", -tN' 'atr"i N`G`t r r {- "g",r„r' r^ r a:.>v .r x*` F }r a.,JE.I..t �"""'I-c Cfe05S REFERENCE NONE CR055 REFERENCE:NONE CROSS REFERENCE GENERAL OTES HAVING " � �A'{ Y ex II 3: L ALL WORK SHALL BE PERFORMED ry STRICT'COMPLIANCE WITH ALL F EO E E TS OF C �g.,{ n LOLAL STATE AND NATIONAL BUILDING AND SAFETY CODES AND ALL GOVERNING AGENCIES r J RSUCiO OVER THE PRO VEST t POTENTAL CONFLICTS VITH OTHER TRADES ETC. - - bi 0 _ 2 B E 0 E bR G5 SAS ACCURATE AS COULD BE S I� t[ACCURACY -{ -f .. I 3 �i } F 4 E L INCLUDE, A R i -4"/ .... 2 M1 ..._ 6 4 �4... _�._...e. ...1--_- Iy .w.:..t S HOT GUARANTEED D EA CONTRACTOR SHALL OBrnN AND LEE FY E%ACP OCALIONS G U E E S. EELS SPACE REQUIREMENTS'. - Ir C E ' BUILD"'G. gCiDR LY ADAPT LIVER WORK TO iFIE ACTUAL CONDITIONS At THE --. 3. OR UNDER THE CO TR Ci'SHALL UNLESS OTHERWISE NOTED,ALL LARD i/ - - i FINISHES' ES EO E D SERNTCES NECESSARY FOR AND NGDENLA,TO FURNSHNC ANDERA B� 8 -0 / 0 ] ! B 0 C0 C Ab S L G COMPLETE WORK REQURED UNDER THE.CONTRACT DOCUMENTS. A NSTALL ALL EO E D MATERIALS IV STRICT ACCORDANCE wT TIE ANUFACLACK'S RECOMMENUATO S ES SPECIFICALLY INDICATED OTHERWISE OR ERE CAL COVES OR Y - J tiER REGULATIONS TAKE, RE EDENCE 1 d ��� __ EAST ELEVATION 5 ALL OIMENEONS ARE FROM FACE 0'STUD,MASONRY OR CONCRETE UNLESS NOTED OTHERWISE. - MASONRY DMJVS0N5 ARE ACTU pQ q�C_yE_rF ESF DRAW NC.<, p b Q_t -i -- IDERY ALL OMENSONS PRIOR C S L 0 OR FABRICATION. a. NOTIFYI l CCNTRACTOR SHL THE RC TECi T,T DIIENSON or,xoou L I� BE CF'AENT EXTERIOR LIGHT -ALARM LGHi O SCREPANC ES PRIOR TO CONS C O OR FABRCARON, L DETAILS ARE TYPICAL.DETAILS APPLY TO ALL$MLAf1 CONSTRUCTION NOT DETT LED OR NOTED. ^ " ; �' \ 4 1 ( CORNER MR.) (BEY ) / OVER 5 SO 1R Mf 0 GE SEALANT uJb/0R CASNEr BErvuEFN ALL.D55IA TAR MATERIALS. Mc u[Cn / JO � I', j+ I (2 b(- � -b R BESC TpiV OF MATERALS SFIO 0 OM GS FOR FIRE AND SOUND RATED ASSEMBLES __�, R +-7 1 ,.i, I `AT COLUMNS WALLS FLOURS M FOR GENERAL INFORMATION ONLY WHERE TEST \, 2 '' B39 \ / REFERENCE S PROVIDED CONSTRUCTION OF ASSEMBLY SHALL BE.DONE N STRICT ACCORDANCE ! r ��� tWITH THE RCOLIREMENTS.PROCEDURES 0 'TER AL OF SUCH TESTS. I _ - - ' ' _ _ 9.ALL MATERALS SECURED TO BE RATED S L BEM A MARK ON EACH RATED TEM.PRESSURE , c-=_ B iREATEU WOOD SF AL F MARK I L D MARKED WITH E AWPB DNPL tt MARK FIRE RETARDANT WOOD SHALL BE /S _ - u 7jA PROVIDED WTH THE UL LABEL ON EACH PIECE Of MATERIAL H I J Y 1 Y 10,WHERE ACCESSORY MATERALS ARE SPECIFIED ADD NO EXTENT OF USE 5 INDICATED, `T _ _ B B _\ PN OE ACCESSORY MATCp At WHEREVER NEI S DOSS BLE J /8' \]5 B _ / E L �IAF �-y 0 E S OF WORK SUCH AS CUTTING BLOCKING,TRIM ETC,.SHALL BE:PERFORMED AS DECLARED N B B 0 26 b C /B � f r IL'�I v� GAS -.... / ]5/BFTW' L f i E E 0 COMPLETE D SECURE ETHER SHOWN OR NOTED ON THE CONTRACT Tj .,IS . 00( E TS R RICH TRENCHES PITS.2 b U GUARDS 5 BE INSTALLED bUND TANKS ANO OTHER UGU�5 < ES i TOPS L LESS aT ABOVE SURROUND NC GNbONU 2 LEVEL UNLESS THEY ARE COVERED, PREANDE CRATING DIVER APPROPRIATE AREAS OF TREATMENT / DEEP OF STONE VILE ' uNis wneke ALCEce s Eu Ab / 1 `FLOOR PLAN iIS Ic., TYO -- — 13 PROVIDE NECESS PROVISIONS ED SPACE ENTRY ADD LABORATONr SAFETY IN A-1-1 SCALE:I/8'�I-b" C"p-2> ? ACCORUANCE WITH OSHA AND REGULATORY ACENC. RE FMENTS CROSS NEFERENCE>NONE may' `-z' JJORT_f ELEV/TION SOUTH ELEVATION V BUILDING ELEVATIONS I CALF I/8"=i'D" MESSAGE SCHEDULE- SIGNAGE (N.LCJ _EXHAUST FAN NOT_ES n- caoss REFeBENce NONE PROVIDE USE OF GOGGLES REQUIRED"SIGN LOCATED NEAR CHEIAICAL STARONS,PUMPS, PROVIDE EF-I AND L. EF-I SHALL.BE GREENHECK MODEL SP-228,OR APPROVED RICHARU A. WAR AN AND OTHER POINTS OF FREQUENT HnZARDS. EQUAL.320 CFM.037'SP,I IBV,lo,WITH THERMAL OVERLOAD PROTECTION,DISCONNECT A ORS}SS DATE RE'n51CN5 RECORD/DESCRIPTION AFTER CHECK AP FLOOR PLAN Sw TOR REMOTE WALL MOUNTED SWTCH WITH SOE CONTROL.AND PITCHES ROOF JACK, A - 2.PRO VICE AUTFOft ZED PERSONNEL DNLY SGNS AT ALL E%PEROR DOORS, I SHALL BE UPS."FL<63>50 OR APPROVED EQUAL,IExl6 D.6D SOFT FREE AREA Q DETAILS `04"P0.INSECT SCREEN AND MOTORIZED AITCATOR INTERLOCK EXHAUST FAN PA -- -.--- "$t1E `00CM1i SCHEDULE & NOTES aA J.. 0 E Y PLACEb WARNING SGNS FOR-SLIPPERY MFJ�S" NON POTHOLE'CAI LOUVER SUCH THAT WHEN FAN S ON LOUVER IS OPEN, HE FAN AND LOUVER ARE -- - .. c,T.IAy IT PR, P� CONTRACT 2 'LOW HGDRODIA CLEARANCE" OPEN SERVCE!PINHOLE HAZAFOOLIS CHEM CAL NTENDED t0 OPERATE CONTINUOUSLY. T fI-".FLAMMABLE FUEL STORAGE AREA". z.PROS DE EF R AND L 2. EF.2 SHALL BE GREENHECK MODEL SP-zss,OR APPRC ETO ___.. DESIGNED z HAD, ROUTE 9 SEWER DISTRICT 64U CFM ALF.VOL ED wiIT THERMAL OVERLbAO P)PINGF O DISCONNECT wRP UW OF EVEENSBUHY WRAPPED COUNTY m 4.EVILD NG SHALT BE MARKED AS A"NON SnfOK NG FACILITY", EQUAL, � a � UNAF ED sw rC E BE ELC63ED SWITCH WITH SPEED AL,3 )PING FRO REEKRDOF JACK. -- y�TW-183 5BULB T 51 att.BE P(ACARUEO WTH E NFPA]Oa FlE SECIO SYSIE ELCT)POI, IX APPROVED EQUAL 32 6 26 T F FREEAREr FRED EU C ! R �nE RnbeA a?S 'DE.R s .._ C T MALE ASSOCIATES P C WHERE iNF Fv.2 H]OUS MniER hLS ARE COwiuNEO pER SECT(iN 2T034 FOR iNE 9OD UM a PD SEC SL Ef PND IAUiOR ZEU aLieaiOR NiEft OC E Iry wtH PaoPERMTOLI.t[, LENVE C HAi HEN DAN S ON LOUVER S OFEN. TIE FAN ANO LOUVER ARF -- - __ SHF ENUED i0 OPERAtE COIJL NUOUSLY. L{I,] SCA{E S 39 OT cp DATE LY I6 20U] xu IL.IIA 'Uu.Lr reaiCUOI sLRvlc[s POINT Ai E 2 SUE E E..L"_.0.. LOVE I/ TITIN FA.G CHAD ITTISI B SC VES O UO E S " M s t.FE E BDVE S ELE D 0 D POST IRL"ES T T' E EDGY OWES R E(HOOF OV C t ONS)� ``F, /a E t.cR(E GU P WbOD 5 EAi +4 w/(LIPS y- AE] E A .\ 2 YOOD TRUSSES 29 OC MAX.-SEE STRUCTURALUR GS �- F D O !'� P Die .i ! ( - -� \� {e_'1 L _A.a»±.».2.F•:�.3 �I c� .>t:�, �,»_.{s.; � / / vX,R r + uox ew c - sraumuRu.DR wNcs I I y I I Faanc EAST mau BU LD rvc FACIIIG SOU RI i4Rtu iRLARAENi FAC NC NURTn'inRu CANGPv VE tED PL FFT(CONT.) A BUILDING SECTIONS 8 C -- -. / NAR FN�H ttP. j a FBER CEMENT CLUSURE FRI. A 2 G 0 SI EFERF:PYCE:NONE 6 STEEL BEXIA OUR) .- __ .PRO - 2 000 BLOCKING --_ I -.---.---z ooD ILER - -.-- .-.. - BEun- QC E TO STEEL BC NC 2 OC.GI C 0 HER CE E T 0 STEEL TEA.I. - Ax --- BE CEMENT S UINU PRG DE SE T F L BT II ABET S'O _.._. ry -- CE D W ERGS E D 0 EXTEND AST 2x Wbbb iHU55E5 2a OC.M - ON vE iE0 ALUM.SOFGIi PANELS (PiD.) O E N H R CDER 80-TYPE CO" E E E EDGE U POINT AT 0 1xa w00D RAIDERS®/Ea` C 1 INSIDE E EXTERIOR _ —'_' 1E Eki.GRADE CD%PLnVObD 5nEAi,i rvG ALUM,BASE fLA5n NG SEE 12 5/A-3 SM- / ONE IAYEN ROOF'FELT UU'2-I 11226 SEE STRUCTURAL A SECTION DETAIL AT BEAM i TY E I OR AsrM E<869,rvrE HAW NGS FOR FRAM NG A-2 SCALE'.I /2 i-0 (- NFORMATION CROSS REFERENCE 1/A 3 /+ 1 t1 40 TR.aRC4'iECiUNAL ASP4 ALi SHINGLE 1-30 F'BERGLASS INSULATION THROUGHOUT i 6 �LZ�ICE AND WATER SHIELD 2A8 Pi WOOD HLOCKeG(CON7) II rLU FULL PERMEiERR , _ RF EDOE(CENT) rePLE EONSiaucrbN 'i 1 ,� I i !I w/{t<WANTED NAR vASCA j „..._ .q DR v Dc�(5 ) l I d r } ITV _ — I"u �� OVERLAP M z D EXTEND ---cE-- iRM Q=�.� .. I ( _._- -__. ...._ V. / / ��/ / 0.25 BELO E4.11 1C RACK - (DUN'.) 2x6 SUB FASCIA(CONTJ RISE" N THE abbFA MN_OF 2' 2.w CUNT.wOOT �\ - ro.M f9 sIM. 1.� 'F �- _._ ( i OCNIOND NAILER z4 A A. MLTER ) _ __.__. �. TfewPiOw EEN 00 PIArE(CONY RI .. . iYP. i9 O E.O.'�. II T+- [ CLbSUPNI AN DCiIENAN3R ON IGEA AS c '6NSICU VALUOES FOR WALL MATERIALS ` r.11 �8'S00NU BEAM FULL ' �wNCHUTEELO HFA A{(pFU) FBER CEMENT TR MS(RIP) l Ix FBER CEMErvi iflM IT U C i0 IDE Of IP- BEAM _ -- -" --'- '� REOU pfU FRO VIDE 15'DftP ( ) I ENE CY CODE R N.E( CN.0 tONS) { 1 tt EBD. RLE GYP .I U.",(CO i.)---- f kEOV REU L C ): ALL EDGES. �� 0R EF fF C(MS BE A(PTO) I HO{0 FHER f.F MENT i0 iftM I ... e. I j B R(ER FEE t,RUC(URAL tlRAW NGS ' ----- 2x WOUD PLUCK NO - CEME G 6�A FUR Si EEL iROLI / STEEL BEAM(PTC) 1 - I A5 RECUREb _- _.. I "ExPUS RE tYP. HbISi STSIEN INFO �S ----- SEES C AL ORAWNGS FOR SEES j --2xA F+i W000 RLOCRN.G(CENT.) G �-- �- ��, VER BULGING FADER r 0 CO.arvEPCFOV PROVIDE<LOSU'E e�T ' ��� 10P AFb BUiiOM FUEL PfR METER zl— ;� L#) yE GIU .......... ER F ER ' {" 5R AR BE /.... ' t V 6.6 STEEL OLUMN --ibP OF COLUMN/CAP { I v - uu 5- D P OOEST FAT�G - .i C (Pi0) A L ) VAPO BAFRIER GN wARM SDE a- _ __ _ O /b S ` vERiIC4ALL O5 OCCUMnax 2 ! - --- -6.6 S1EFL COLUMry(PTD) '-� j ':E': Ex1END OEYUNU UlITS O'FACE f 2 _ ,0"DIA.FRP CULUtAN BASE AND G,P F pERGtA55 / I y - WAL iUSCAN OFFER f 9-�/ -- -- - -- - -IU"UA.FRP COLUMN. - FIBER CEMENT SONG STARTER I a'69, W -�] 2 s/ GAS AND CAPITOL(TYP.) 1: J COURSE-BE N SEALANT R x u vrLL,IV. v ,-_ #j SEALAF (C ) -) ---- L- FULL SEALANT FULL pF.ftllAEiER r I INF02/PN0201A5 A 2 TI H DbFG 5i 0 E Y LO I L-CRE�TRT AD NEO FULL (PERIMETER --- -----000 OINATE TOP OF PRECAST / -_-2x Pi WOOD B OCN NG(CENT.) ;] L FU E EtER PRECAST S PERIMETER S 0 E W/FRP COLUMN BASE OIL i L SII PROVIDE k C TO E TI FORLE PLO LIMIT IF SPACE E .]V.. C E E L FFT W a -BRICK vENELR(iYP.) r ANBCOi ETER t} RIVETER - ANINCIR STEEL PLATE TO CONL. FULL BEPTI L# j{ - --Y"E%PHURT. ONT AND fLLER " -f10k ZONiAL AND VEfti CAI WALL -- ORinR rvEi(CENT.) ,11 I At LAS G(ONi.} E tE� ( P ) , ) EEPOV DS REOVUREO n ( 14 ,E ftE0l1 RLD ESE SOEP(IAN) ANCHOR SEE CO F ENFORCNG AS REOURED 1 _ {rIEft II 32 0 . o Ea buw suR n'r U I.(.. L r C CAl RCO'U. I /f -D HE F.ESTC SUB OVER B —-}? 0 SPACE ;.� SEE PC II A E LIAREFER __— :: DIDU S G w/ { ...._141 Er _ .- l WWALL EEPS AS REOUIREU " : Imo, (IOFB.) --- — + - 000. -_ GRADE OR APPON GRADE OR PPRON ( /2" BEYOND(ttP).5EE 2/S 3 il1NU V//. H ,-TO RGDFFOOINSULATION1.g R11 RENF,CONC F'OR ALON SIT --5EE SiRW_tURAt tlRAW NIA FOR ,.� ------- -------GROUT SOLID i 10 tUp OF FUOhNG - STRUCtuftAL DRAW{NGS 9R AU 1 NFO. /. CONCRETE AMID REINFORCING (TIP.) '' NFORRATON(") _ -.__DAMP-PR09FN0 FULL HEART 1 WALL SECTION (TYPJ 1 WALL SECTION @ COLUMN + - DAMP PROOFNO FULL HECNi WNC WALL(ttP.) CONE.WALL(TTP.) 'ROSS 3/a"-,'NCE (A_>/ SL L AEF=1'-0' {/] f%PaN50N JO NL/F LLER �._/ CROSS REFERENCE: ,/h-3 ��% CR055 REFERENCE:1/A-3 z SECTION DETAIL AT COLUMN SECTION DETAIL (TYPJ RCHAaD A.CAMPAG O TE RE o 5 RICO U/OL 1FIRTID F1ER E MI 9 BUILDING SECTIONS vv A 025159 U N WALL SECTIONS A 2 CROSS REFERENCE. I/A-{ CROSS REFERENCE I/A 3 ---1� -- --- ---- '-Nw III.IATT rnI DETAILS cI. ocures v.c. CONTRACT 2 ` n - --- - ---- UfsG E:RAC ROUTE 9 SEWER DISTRICT A _ DaAF1ED wreP _ IbwH Ga oufENseuaT vL counTr,rer - "E E C.T. MALE ASSOCIATES., P.C. FRO .01 B6,P- O T x,,, HW MEN A-2 ..„ nx s A VA'.I a0 OF 50 SC+F biED c (n l��li( SHk E, Ea I» OAr vl e/oLT ( xc�+Lrn L sc cEs su rt e ces Dwc NO 03-t83 Ny rcu:.un n�•• aO11 COVFRFO vEt TET)ROLE'/ENT- / 3U FC NSULnT10N 'GGy CE nrv0 WRYER S E D PER SILE ROGE.ntl vaLLEYS A Z I/M1 GAP /4"GAP 0 f 6 OLv OOU SnEATH NG 'D b LANCES wY!SOtF,".,A(1YP.f� � I - 0 i CGER 2n"OC. 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ONE u I - 2 P WOOD BLOC G Y%CO SvfHIP/ " (CO ) \ NONvfNTEp ALUM SOFFIT AND TRIM ai ` GEED R RIDGE E i � TER G ARD 1 / / �� C00 [ OR APPROVED EC/VAL ! - "-- -- I -"- ---"- ---- y kIJY ---= - �/1 I ! ��'I BOARD/RIPPED(OONY.) - ll -HOLDPROYI¢GY OOR PEEVE P In �, TQ OVER 5/AL ..O P.BD.TYPE'R' rrP sn NCLE RobF . 7 MENT T I I` 11 T,O.M.W SIR, LIKENFROM 0 t5 DE FACE E iED SOFFIT D Y FU L F!ETER 1'It �-�1 UEun FULLFIRRIA EPERII.fETER 3_D. ` ( 7 - 1 It 1n �'71 I7 i T'f 1r,I I II I f II I` 1 - ILL 2.1 CRING AT TYP WOOD EROOF TRUSS DGE ..i' `I `� -. f,., % ....... ........ _._....STEEL BFAIa(PiD) III OF FI 77Di IR.LI IILiI.. ifi IIIIIi FI ILIIii IA7I IIIII II I ri�I ,IIII I_ 1 ..�I,-. JJLIIi I1IIIII Ia 11 TUOE ISO 8E /300 OF AREA Of THE SPACE +,.� AND CONNECFON DETAILS(TYP.) .....I fii STEEL RE11 FULL VErviuTTES E50 EO BE E OE�DEDVLL .,� .-/�1• PERn(PAN U VINSn) SEE ST0.UCiUR P�WDE CLUSURE2IT EL-- IIII j l II VC1 KAFOR LOCATED IN THE PPER 'ENIT TEO EN O)(At LEAST 3 FEET ABOVE ' -__-- ___--(PLANTED FIN151i) TOP OF COLUMN/CAP LINE OF SIDING ED C - CI `__J k _ hill I Iil L IIIII i) (IIII 4 PORTION Of,t1[SPACE i0 BE EAVE (,YR) DETAIL-RIDGE VENT P TO U Il� 1 i A-3 SCALE: 1/2i-0-0- �1 SECTION DETAIL- CEILING "'3 reopF,wGE I L>� 11 ( CROSS RE TERENCE: I/A 3 I ATTC III A A 3 CCALE:t /2"=I'-0" CROSS REFERENCE:i/A-3 V ACCESS I TO 10 H(IOF JACx � _ r ...f IAR.GYP,UD TYPE% 7 IIII IIIII Ili 1 5/16 TN 5 EXPOSURE------ 11 I PAINTED !F©TYPE X P iED FIB R CEMENT LAP S D NG 'I -' PA NTEO AEUr.I. (( LIJ 11 II fllYl 1 Illl 1f1J LLL 1 HIIIII II 111JJ I.,1 rllli{I"IIIH II II fl tl it 11 f111(LY,;,1� �I n L A (,T III (I 11111J1 II III IIIII IIIIiII III III SYEF eEREAGMtM(EN1D I'(RM - o V CAP PLASH NO I -GC AND WATERS C'D S kEOU HED EI I jr]I I 111 l.2j I1 Lt LI J1'YI LlllJ 1 jf W/NvwM FNSfi 10J(SATFELT PAPER / -E T PPE-UI0.VakIE.. e w C 5/9"EXTERIOR GRADE / PLYwbCA00 ITISHEAL NG 1 -5 C IdR SIT IN SfgUrvi �•, I , 2a6 ALUM WRMPEp IUD- A ----- ` PREFABRICATED VENT FILE SHOE 2 REFLECTED_CEILING_ PLAN PROVIDE EYNAR FLASH(rr) rvP SN NGLE ROOF-- -, / OVERUJ'SLIPCIES AS X1.UFIREB A-3 SCALE: 0"/4 I Cft09S REFERENCE.NONE i/' C•` % -CII�OUi IL RR Till EN PPE Ell TYR WOOD ROOF ftAYIEB � / \.Vv y' CH acLETv(tYPJ FCHnaP q.CAUPAC o ARf E so /PE c RAFTER CHECK ROOF PLAN - RPnP a,oloa zrD uiFArr od aR ,.,., Rq Pas3eb o,o�m ,Ns:ra.uxEw NE or sen aR aW50x,or Y E DETAILS ,.,E Fcualaf Z REFLECTED CEILING PLAN _/�, , ES P� _ CONTRACT 2 ITY BASE WALL FLASHING DETAIL AlD s E R C ROUTE 9_SEWER DISTRICT _ n-.r scAEE.1 2 VENT PIPE DETAIL ? .. n_,r En RP o aE f cans RfFERENC.E: I/q-3 - - A E E c _ C T MALE ASSOCIATES P.C. rlf^,I UFAURY W A 3 SCALE-I r/2 t-0" RU U3 b6 9 R ULLVV CROSS REFER[NCE'I/A-.J - C/E 1 CHN (LK -n IIJ J� -5 4 Of SO wrv,UrL E rss .uR�L rPi ces lu TWO 003-183 PAT �uLr N IOO] x w cr.u,Ya A00-CODE PS1-NET CHE-PLAN BIO-PLAN PS1-HATC PSISECT x PS1-2 PS1-LAY2 path2 pathl WESTSIDE BMROW PS1-SITE PSIPLAN C2TBLOCK b-n-1 PROJECT NUMBER: 02.8649 CODE EVALUATION NEW WASTE WATER TREATMENT FACILITY ROUTE 9 SEWER DISTRICT TOWN OF QUEENSBURY QUEENSBURY, NEW YORK JURISDICTION BC- 101.2 - - TOWN OF QUEENSBURY FLOOD PLAIN BC-1603.1.6 - WETLAND 1A NO IMPACT SEPARATED OR NON -SEPARATED BC-302.3 - SINGLE OCCUPANCY - OCCUPANCY USE AND OCCUPANCY BC-302 - GROUP S-1 WASTE WATER TREATMENT FACILITY HAZARDS BC -TABLE 307.7(1) 250 LIQUID GAL MAX. < 250 LIQUID GAL USE -CLOSED SYSTEM OCCUPANCY BC-307.9.1/307.9.2 CLASS II OXIDIZER UTILIZING CONTROL AREA GROUP H CLASSIFICATION NOT REQUIRED TYPE OF CONSTRUCTION BC -TABLE 601 - TYPE V-B MASONRY WALLS COMBUSTIBLE WOOD FRAMING SPECIAL DETAILED REQUIREMENTS MAXIMUM ALLOWABLE QUANTITY BC -TABLE 414.2.4 CLASS II OXIDIZER < 225 LIQUID GAL. BUILDING IS NON-SPRINKLERED 225 LIQUID GAL MAX APPROVED STORAGE CABINETS NOT PROVIDED CONTROL AREAS BC -TABLE 414.2.2 ONE -HOUR RATING ONE -HOUR RATING (1) CONTROL AREA PROVIDED (4-ALLOWED) EXPLOSION CONTROL BC-414.5.1 NOT -REQUIRED NOT APPLICABLE CLASS II OXIDIZER (NOT APPLICABLE) STANDBY OR EMERGENCY POWER BC-414.5.4 NOT -REQUIRED PROVIDED CLASS it OXIDIZER SPILL CONTROL BC-414.5.5 REQUIRED LIQUID -TIGHT FLOOR FLOOR DRAIN PROVIDED WEATHER PROTECTION BC-414.6 OUTSIDE USE PUMP STATION/WET WELL NON-COMBUSTIBLE CEILING FINISH < 1,500 SF EMERGENCY ALARMS BC-414.7 NOT -REQUIRED ALARM PROVIDED REQUIRED FOR GROUP H OCCUPANCY ONLY HEIGHTS AND BUILDING AREAS MAXIMUM TABULATED AREA BC -TABLE 503 9,000 SF 804 SF 474 SF CHEMICAL/ELECTRIC BUILDING MAXIMUM TABULATED HEIGHT BC -TABLE 503 40 FEET 25' 330 SF COVERED PORCH MAXIMUM STORIES BC -TABLE 503 1 STORY 1 STORY MEZZANINES BC-505 NOT APPLICABLE NOT APPLICABLE FRONTAGE & SPRINKI CREDITS AREA MODIFICATIONS CALC BC-506 9,000 SF CREDIT NOT REQUIRED HEIGHT MODIFICATION BC-504 40 FEET ALLOWED CREDIT NOT REQUIRED HEIGHT & AREA SUMMARY. HT/AREA HT/AREA TABULAR AREA BC -TABLE 503 1-STORY/9,000 SF 804 SF - FRONTAGE CREDIT BC-506 - NONE REQUIRED SPRINKLER CREDIT BC-506.3 - 9,000 SF NONE REQUIRED MAX. HGT <25'/804 SF TOTAL ALLOWABLE AREA/ FLOOR FIRF APPARAM IQ RnAn (15n' RI II F) Fc-5n3.1 <150' <150' - TYPE OF CONSTRUCTION BUILDING ELEMENTS STRUCTURAL FRAME BC -TABLE 601 0 HRS 0 HRS 1-HOUR FIRE RESISTANCE RATING AT CONTROL BEARING WALLS-EXTERIOR/INTERIOR BC -TABLE 601 0 HRS 0 HRS AREA FIRE BARRIERS (TABLE 414.2.2) ROOF CONSTRUCTION BC -TABLE 601 0 HRS 0 HRS - DISTANCE SEPARATION* BC -TABLE 602 >30'/O HRS >30'/O HRS - EXTERIOR WALL OPENINGS BC -TABLE 704.8 0 HRS 0 HRS PARAPETS BC-704.11 NONE REQUIRED NOT REQUIRED EXTERIOR WALL COVERINGS BC -TABLE 1405.2 VENEER (2.625" THK) ANCHORED VENEER (3.625") NON-COMBUSTIBLE SIDING INSTALLED OVER SIDING (.25" THK) FIBER CEMENT LAP SIDING COMBUSTIBLE FRAMING MATERIAL EXTERIOR WALL FINISHES BC -TABLE 1406.2 NON-COMBUSTIBLE NON-COMBUSTIBLE FIBER CEMENT SIDING COMBUSTIBLES *DISTANCE SEPARATIONS ARE DOUBLE IF FIRE FIGHTING WATER IS NOT AVAILABLE FC-508.1.3 NOT APPLICABLE NOT APPLICABLE SEE SITE PLAN FOR HYDRANT LOCATION FIRE RATED CONSTRUCTION INCIDENTAL USE AREAS BC -TABLE 302.1.1 - SEE REMARKS INCIDENTAL USE AREAS NONE ACCESSORY OCCUPANCY BC-302.2 - NOT APPLICABLE MIXED OCCUPANCY BC -TABLE 302.3.3 - NOT APPLICABLE FIRE WALLS BC-705 BC-706 - - NOT APPLICABLE NOT APPLICABLE 1-HOUR FIRE RESISTANCE RATING AT CONTROL FIRE BARRIER SHAFT ENCLOSURE BC-707 - NOT APPLICABLE AREA FIRE BARRIERS (TABLE 414.2.2) FIRE PARTITIONS (TENANT SEPARATION) BC-708 - NOT APPLICABLE SMOKE BARRIERS BC-709 - - OPENING PROTECTIVES BC -TABLE 714.2 - NOT REQUIRED FIRE BLOCKING DRAFT STOPPING BC-716 BC-716.4 REQUIRED > 3,000 SF < 3,000 SF ATTIC DRAFTSTOP PROVIDED AT CONNECTION TO COVERED PORCH MIN. ROOM DIMENSIONS MIN. CEILING HEIGHT BC-1207.1 BC-1207.2 7'-0" '_ " >7'-0" '- " - VENTILATION (NATURAL OR MECHANICAL) BC-1202.1 MECHANICAL MECHANICAL NON -HABITABLE SPACE LIGHT (NATURAL OR MECHANICAL) BC-1204.1 MECHANICAL MECHANICAL NON -HABITABLE SPACE .Em ONE EXIT PERMITTED BC -TABLE 1005.2.2 - NOT APPLICABLE BUILDING OCCUPANT LOAD <10 PEOPLE STAIR ENCLOSURE BC-1005.3.2 - NOT APPLICABLE EMERGENCY EGRESS BC-1009.1 NONE REQUIRED NOT REQUIRED DISTANCE OF TRAVEL BC -TABLE 1004.2.4 200' SEE PLAN CORRIDOR WIDTH BC-1004.3.2.2 44 NOT APPLICABLE CAPACITY OF EXITS (CALL) BC -TABLE 1003.2.3 0.15"/PERSON (51.3') 36- MIN. CORRIDOR WALL FIRE RATING BC -TABLE 1004.3.2.1 1 HR W/O SPRINKLER NOT APPLICABLE CORRIDOR DEAD END BC-1004.3.2.3 20' W/O SPRINKLER <20' DOOR WIDTH BC- 1003.3.1.1 32" MIN. CLR >36" DOOR SWING BC-1003.3.1.2 IN DIRECTION OF EXIT CONFORMING SERVING OCCUPANT LOAD OVER 50 PEOPLE PANIC HARDWARE BC- 1003.3.1 .9 - NOT APPLICABLE INTERIOR FINISHES BC -TABLE 803.4 UNPROTECTED UNPROTECTED VERTICAL EXITS & EXIT PASSAGEWAYS EXIT ACCESS, CORRIDORS ROOMS & ENCLOSED SPACES HC ACCESS ACCESSIBLE ROUTE BC-1104.1 _ - PARKING BC -TABLE 1106.1 _ - ENTRANCE BC-1105.1 - - TOILET FACILITIES BC-1109.2 - - SERVICE COUNTERS BC- 1109.12.3 - - AREAS OF REFUGE BC-1003.2.13.5 - - SIGNAGE BC-1110 - - SUPPLEMENTAL HC REQUIREMENTS APPENDIX E - - REQUIREMENTS FOR PLUMBING FACILITIES BC -TABLE 1106.1 NOT REQUIRED NOT APPLICABLE REQUIRED OCCUPANCY LOADS CLASSIFICATION OF BUILDING CATEGORY II BUILDING IMPORTANCE FACTOR (S) BC-1604.5 SEISMIC = 1.25 SNOW - 1.1 WIND - 1.15 EARTHQUAKE CRITERIA BC-1615 SITE CLASS D SEISMIC DESIGN BC-1616 CATEGORY C SPECIAL INSPECTIONS BC-1707 SEE STRUCTURAL DWG NR-ARCHITECTURAL THE WORK SHALL CONFORM W/ NYS ENERGY CONSERVATION CODE- LATEST EDITION. BUILDING ENVELOPE REQUIREMENTS- ZONE 15 W/ 1OX OR LESS WINDOWS ABOVE GRADE DESIGN TEMP.: WINTER -7, SUMMER 86, WET BULB 70, DEGREE HEATING DAYS: 6894 9 o CODE: ACTUAL: a WALLS (WOOD) R=11 MIN. WALLS (MASONRY) R= 14.84 MIN. ROOFS (SLOPED) R-25 MIT. ROOFS (SLOPED) R- 36.65 MIN. r FOUNDATION BELOW GRADE R=0 MIN. FOUNDATION BELOW GRADE R= 8 MIN. o SLAB EDGE R=0 MIN. SLAB EDGE R- 0 MIN. WINDOWS AND GLASS DOORS U-0.7 WINDOWS AND GLASS DOORS: U-0.7 MIN. . U WALLS: NON-COMBUSTIBLE (CMU) CEILINGS: M.R. GYP. BD. TYPE 'X' FLOORS: CONC. W/ SEALER EXEMPT BUILDING SECTION 1103.2.9 COMPLYING WITH ICC/ANSI A117.1 WASTE WATER TREATMENT FACILITY BASIC WIND SPEED- WIND GUST TO 90 MPH/ 3 SEC.- EXPOSURE C THE SEISMIC -FORCE -RESISTING SYSTEM OF A MASONRY SHEAR WALL BUILDING ARE REQUIRED TO BE ANALYZED AS SPECIFIED IN SECTION 1616.1. REFER TO S-DRAWINGS FOR OTHER REQUIREMENTS ARCHITECTURAL SYMBOLS LIST ` V 1 A-1 ELEVATION TAG 1 SECTION TAG A-1 1 A-1 DETAIL TAG XX WINDOW TAG XX CONSTRUCTION NOTE TAG XXX DOOR TAG ROOM NAME XXXX 0 0 1 0 0 ROOM IDENTIFICATION TAG WALL TYPE TAG INTERIOR ELEVATION TAG SECTION (NUMBER) OR DETAIL NUMBER) DESIGNA11ON 1 A-1 SHEET NUMBER WHERE SECTION OR DETAIL IS LOCATED TO THE BEST MY KNOWLEDG EUEF & PROFESSIONAL JUDGMENT THESE P L�rSPECIFlCA ARE IN COMPLIANCE WITH THE BUILDING, PLUMBIN CAL, FIRE, D ENERGY CONSERVATION CODE OF NEW YORK S ATE. D JULY 2002. / / u 3 0 o ARCHITECTURAL ABBREVIATIONS `� Z • O W J ° GREAT ESCAPE ° - THIS ABBREVIATION LIST IS A STANDARD AND NOT ALL ABBREVIATIONS ARE U- NECESSARILY USED ON THIS PROJECT c; 3 AB. ABOVE LLV. LONG LEG VERTICAL � A.C.T. ACOUSTICAL CEILING TILE LLH. LONG LEG HORIZONTAL ANC. ANCHOR LF. LINEAL FEET A.F.F. ABOVE FINISHED FLOOR LAM, LAMINATE r-� ALUM. ALUMINUM �� .. NEAREST HYDRANT (NO. 310) ALT. ALTERNATE LAV. LAVATORY ROUTE 9 STATIC PRESSURE 95 PSI O CH. ARCHITECTURAL) �• MASONRY OCT 2 9 7�1 AT MAX. MAXIMUM 0�1 BIT. BITUMINOUS MIN. MINIMUM TOWN nF MATERIAL C?l: F.Ng ��'{ BLDG. BUILDING MAT. BUILDING AND C DE B.M. BENCH MARK MTG. MOUNTING B.F.F. BELOW FINISH FLOOR M.C. MECHANICAL CONTRACTOR BD. BOARD MECH. MECHANICAL BD. BLOCK MANUF. MANUFACTURER _ BOT. BOTTOM M.O. MASONRY OPENING BRG. BEARING M.R.G.W.B. MOISTURE RESISTANT 1 BSMT. BASEMENT I GYPSUM WALLBOARD MT MARBLE THRESHOLD CAB. CABINET N0. NUMBER CAR. CARPET NOM. NOMINAL 0 I C.J. CONTROL JOINT N.T.S. NOT TO SCALE CONC. CONCRETE CONT. CONTINUOUS N.I.C. NOT IN CONTRACT C.M.U. CONCRETE MASONRY UNIT O.C. ON CENTER CL CLEAR OPNG. OPENING CONST. CONSTRUCTION O.D. OUTSIDE DIAMETER CONTR. CONTRACTOR PART. PARTICLE y, CLG. CEILING ►TUS ACCESS ROAD 6 H HA I COL COLUMN PP.C... PLUMBING CONTRACTOR PARTITION ' COORD. COORDINATE C.T. CERAMIC TILE PTA. PAINTED LINK FE CE." � CENTER LINE PLAM. PLASTIC LAMINATE I P.S.F. POUNDS PER SQUARE FOOT CC ROA DEL DETAIL P.S.I. POUNDS PER SQUARE INCH DWG. DRAWING PLYWD. PLYWOOD GENERA R DR. DOOR PLATE DN. DOWN t PLUS OR MINUS ---- � METER Af1L I DIM. DIMENSION ETER PLAS. PLASTER Q.T. QUARRY TILE FkWMP S A-noN/WET WEtt7 EXIST. EXISTING 'w' a o ELEC. ELECTRICAL REINF. REINFORCED or REINFORCING ELEV. ELEVATION or ELEVATOR R.D. ROOF DRAIN 4v ;;ter s t E.C._ ELECTRICAL CONTRACTOR REQ'D. REQUIRED ` I EXP. \ EXPOSED or EXPANSION R.A. RETURN AIR EXTERIOR R.O. ROUGH OPENING RAD. RADIUS ' $ REC. RECESSED x EA. EACH ,} EQ. EQUAL RM. ROOM �, s, EQUIP. EQUIPMENT E.W. EACH WAY S.C. SEALED CONCRETE E P . EPDXY PAINT TO REMAIN SA SUPPLY AIR S.C. SOLID CORE EJ EXPANSION JOINT SCH. SCHEDULE 2 PARTIAL SITE PLAN z F.D. FDN. FLOOR DRAIN FOUNDATION SECT. SH. SECTION SHELF or SHEATHING Si SAWCUT JOINT SCALE: NONE to,) F.G. FIBERGLASS CROSS REFERENCE: NONE • FI-�R SECS. S EICL IFFI ICATIONS FIN. FINISHED) SQ. SQUARE FT. FTG. FOOT or FEET FOOTING S.S. STAINLESS STEEL or FURR. FURRING SM. SERVICE SINK STANDARD FRP FIBERGLASS REINFORCED STL. STEEL HAZARD IDENTIFICATION SIGN FOR 0 F.C.B. PANEL FIBER CEMENT BOARD STR. STRUCTURAL SODIUM PERMANGANATE (N.I.C.) TG TEMPERED GLASS G.C. GENERAL CONTRACTOR TIG TEMPERED INSULATED GLASS GRD. GRADE THK. THICKNESS) PUMP STATION/WET WELL GL GA. GLASS GAUGE T.O.M. TOP OF MASONRY T.O.S. TOP OF STEEL FN- GALV. G.W.B. GALVANIZED TYP. TYPICAL GYPSUM WALLBOARD THRES. THRESHOLD H.C. HOLLOW CORE H.M. HOLLOW METAL HORIZ. HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE HGT. HEIGHT HDW. HARDWARE V.B. VINYL BASE J H.V.A.C. HEATING, IN VERT. VERTICAL / _ --t1 tt- & ONDITION V.C.T. VINYL COMPOSITION TILE I I.D. INSIDE DIAMETER INA INACTIVE W/ WITH I I INSUL INSULATION W/0 WITH OUT lo lo �� I I INT. INTERIOR WD. WOOD `\� �� \\� INV. INVERT WIN. WINDOW _I I, A ,I I JT. JOINT W.G. W.W.M. WIRE GLASS WELDED WIRE MESH 1 CODE REVIEW FLOOR PLAN A-0 SCALE:1 /4" - 1*-0* CROSS REFERENCE: NONE RICHARD A. CAMPAGNOLA DATE R.A. 025359 /� so ED ARCS • REVISIONS RECORD/DESCRIPTION BUILDING DEPARTMENT COMMENTS HAZARD IDENTIFICATION SIGN FOR ,& SODIUM PERMANGANATE (N.I.C.) ATTIC DRAFTSTOP Z UNAUTHORIZED ALTERATION OR AFTER CHECK APPR. ADDmON To THIS DOCUMENT IS A VIOLATION OF SECTION BPM RAC 7209 SUBDIVISION 2 OF THE NEW YORK SPATE EDUCTION LAW. 0 2003 C.T. WILE ASSOCIATES P.C. DESIGNED: RAC DRAFTED : WRP CHECKED :RAC PROJ. NO: 02.8649 SCALE : 1/4" - 1'-0" DATE : JULY 18. 2003 r_m;1Irnl6:111 hat, . ating <<, i are m fi.;i! ,.,i.+ing Cones BILE COPY of ! a v T vi K Ala"e. SEE PUMP STATION, STRUCTURAL, ARCHITECTURAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO DRAWING S-1 AND SPECIFICATIONS FOR SPECIAL INSPECTIONS, TESTING AND SUBMITTAL REQUIREMENTS. BUILDING & ADEPT- REVIEWEL" BY� DATE C.T. MALE ASSOCIATES, PC. r SEP 00 2CO3 PRINTED AND ISSUED FLOOR PLAN CODE COMPLIANCE DRAWING CONTRACT 2 ROUTE 9 SEWER DISTRICT TOWN OF QUEENSBURY C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE, P.O. BOX 727. LATHAM, NY 12110 518.786.7400 * FAX 518.786.7299 ARCHITECTURE & BLNLDING SYSTEMS ENGINEERING * CIVIL ENGINEERING ENVIRONMENTAL SERVICES * SURVEY & LAND INFORMATION SERVICES WARREN COUNTY, NY FARM 5 A=O n � ® SHEET 38 OF 50 11� DWG. NO: 03-183 PS1-NET CHE-PLAN BIO-PLAN PS1-HATC PSISECT x PS1-2 PSIPLAN C2TBLOCK JAMB1 B_ELEVS b-n-1 PROJECT NUMBER: 02.8649 DOOR SCHEDULE - KEY: NA - ACT- HOLLOW MLEAF INACTIVE ACTIVE LEAF MARK LOCATION DOOR FRAME HDWE SET LABEL REMARKS SIZE TYPE MAT GLASS TYPE MAT ESTE DETAIL W H T HEAD JAMB SILL 101 A CHEMICAL ROOM 2 3 -8 7 -0 1 3 4 F HM - 2 L 3/A- I ,4 A-1 5 A-1 - REMOVABLE MULLION, GALVANIZED 102 A ELEC./ MECH. ROOM 3'-4" T-0" 1 3/4 F HM - 1 STEEL 3/A-1 3,4/A-1 5 A-1 1 - GALVANIZED FINISH SCHEDULE KEY: ACP - CONC - CMU -CONCRETE EP - GWB - VCT - VB - SLR - ACOUSTICAL CEILING TILES CONCRETE MASONRY UNIT EPDXY PAINT GYPSUM WALL BOARD VINYL COMPOSITE TILE VINYL BASE SEALER NO. ROOM NAME BASE FLOOR WALL CEILING REMARKS MAT'L FINISH MAT'L FINISH MAT'L FINISH HEIGHT 101 CHEMICAL ROOM - CONC CMU P GWB P 10 -0 LIQUID -TIGHT FLOOR- CLASS 11 OXIDIZER STORAGE 102 ELEC. MECH. ROOM - CONC SLR. CMU EP GWB EP 1 -0 - 4" HEAD VERTICAL REINFORCING 2" JAMB SEE STRUCTURAL DRAWINGS AND SPECS. - 1 Y RIGID INSUL� MASONRY OPENING (T) -CAULK ALL AROUND BOTH SIDES 7 - MASONRY ANCHOR FILL CORES SOLID MASONRY OPENING (TYP.) AT JAMB (TYP.) 4" HEAD INSULATED 8" CMU CAULK ALL AROUND AND BRICK VENEER 2" JAMB BOTH SIDES PROVIDE TRUSS TYPE MASONRY ANCHOR HORIZONTAL RED EINF. F ALUM. THRESHOLD BELOW AS REQUI ALUM. THRESHOLD • ' I I jREINFORCED CONC. WALKWAY BELOW I PITCH TO DRAIN �2x PT WOOD -- • BLOCKING (TYP.) --------------- --- 1 x4 FIBER -CEMENT ---____-- _ ___--x PT WOOD -----____-- TRIM BOARD BLOCKING (TYP.) FIBER CEMENT SIDING ABOVE SHEATHING AND SIDING ABOVE 5" EXPOSURE (TYP.) EDGE OF PRECAST SILL ABOVE PRECAST MASONRY SILL BELOW HOLD VENEER TO MASONRY BRICK VENEER OPENING (TYP.) RETURN TO WALL AS REQUIRED 3 DETAIL JAMB -HEAD SIM. 4 DETAIL JAMB -WAINSCOT A-1 SCALE: 1 1 2 0=1 P-0 q-1 SCALE: 1 1 2 =1 -0 CROSS REFERENCE: NONE CROSS R RENCE: NONE GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL THE REQUIREMENTS OF LOCAL. STATE AND NATIONAL BUILDING AND SAFETY CODES AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THE PROJECT. 2. DATA GIVEN ON THESE DRAWINGS IS AS ACCURATE AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND EACH CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT THEIR WORK TO THE ACTUAL CONDITIONS AT THE BUILDING. 3. WORK UNDER THE CONTRACT SHALL INCLUDE, UNLESS OTHERWISE NOTED, ALL LABOR, MATERIAL, FINISHES, EQUIPMENT AND SERVICES NECESSARY FOR AND INCIDENTAL TO FURNISHING AND INSTALLING COMPLETE ALL WORK REQUIRED UNDER THE CONTRACT DOCUMENTS. 4. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. ALL DIMENSIONS ARE FROM FACE OF STUD, MASONRY OR CONCRETE UNLESS NOTED OTHERWISE. MASONRY DIMENSIONS ARE ACTUAL DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OR FABRICATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DIMENSION DISCREPANCIES PRIOR TO CONSTRUCTION OR FABRICATION. 6. ALL DETAILS ARE TYPICAL, DETAILS APPLY TO ALL SIMILAR CONSTRUCTION NOT DETAILED OR NOTED. 7. PROVIDE SEALANT AND/OR GASKET BETWEEN ALL DISSIMILAR MATERIALS. 8. DESCRIPTION OF MATERIALS SHOWN ON DRAWINGS FOR FIRE AND SOUND RATED ASSEMBLIES AT COLUMNS, WALLS, FLOORS AND ROOFS ARE FOR GENERAL INFORMATION ONLY. WHERE TEST REFERENCE IS PROVIDED, CONSTRUCTION OF ASSEMBLY SHALL BE DONE IN STRICT ACCORDANCE WITH THE REQUIREMENTS. PROCEDURES AND MATERIAL OF SUCH TESTS. 9. ALL MATERIALS REQUIRED TO BE RATED SHALL BEAR A MARK ON EACH RATED ITEM. PRESSURE TREATED WOOD SHALL BE MARKED WITH THE AWPB QUALITY MARK. FIRE RETARDANT WOOD SHALL BE PROVIDED WITH THE UL LABEL ON EACH PIECE OF MATERIAL 10. WHERE ACCESSORY MATERIALS ARE SPECIFIED AND NO EXTENT OF USE IS INDICATED, PROVIDE ACCESSORY MATERIAL WHEREVER USE IS POSSIBLE. 11. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE AND SECURE WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT. 12. HAND RAILS AND GUARDS SHALL BE INSTALLED AROUND TANKS, TRENCHES, PITS, AND OTHER HAZARDOUS STRUCTURES WITH TOPS OF WALL LESS THAN 42" ABOVE SURROUNDING GROUND LEVEL UNLESS THEY ARE COVERED. PROVIDE GRATING OVER APPROPRIATE AREAS OF TREATMENT UNITS WHERE ACCESS FOR MAINTENANCE IS REQUIRED. 13. PROVIDE NECESSARY PROVISIONS FOR CONFINED SPACE ENTRY AND LABORATORY SAFETY IN ACCORDANCE WITH OSHA AND REGULATORY AGENCY REQUIREMENTS. MESSAGE SCHEDULE- SIGNAGE (N.I.C.) 1. PROVIDE "USE OF GOGGLES REQUIRED" SIGN LOCATED NEAR CHEMICAL STATIONS, PUMPS, AND OTHER POINTS OF FREQUENT HAZARDS. 2. PROVIDE "AUTHORIZED PERSONNEL ONLY" SIGNS AT ALL EXTERIOR DOORS. 3. APPROPRIATELY PLACED WARNING SIGNS FOR "SLIPPERY AREAS", "NON -POTABLE WATER FIXTURE", "LOW HEADROOM CLEARANCE% "OPEN SERVICE MANHOLE", "HAZARDOUS CHEMICAL STORAGE", FLAMMABLE FUEL STORAGE AREA". 4. BUILDING SHALL BE MARKED AS A "NON-SMOKING FACILITY". 0 5. BUILDING SHALL BE PLACARDED WITH AN NFPA 704 PLACARDING SYSTEM IN THE ROOM WHERE THE HAZARDOUS MATERIALS ARE CONTAINED PER SECTION 2703.5 FOR THE SODIUM PERMANGANATE. 1A REFER TO PUMP STATION DRAWINGS FOR CONC. PAD AND WALKWAY ELEVATIONS AND DETAILS -TYPICAL - 8 3/47 VARIES 0 r, i� O DOOR TYPES I 14-9 u REMOVABLE MULLION O O FRAME TYPES . HOLLOW -METAL FRAME L GALV. HOLLOW METAL DOOR BRICK VENEER RETURN TO CMU WALL CONC. SLAB WALKWAY PITCH TO DRAIN (TYP.) All \ d .4 1 /2" EXPANSION JOINT/FILLER \ 4 . . . A . . .c a d • d. a 4p a. • dr - ° .� .0 5 DETAIL SILL A-1 SCALE: 1 1 2 w -1 -0 CROSS REFERENCE: NONE 2'-4" 27'-4" '-8" '-8" 4'-10" 71- I N 1B 3A ►-2 51'-0" 46'-4" a0 ®EF-1 EF- O- I�(-I_ U ACCESS HATCH ®Ii0011 r7i o i C. : 00 LisLjvAj + PT 191 lz 16xt6 C.J. 32x16 L__ 8w _______ g'-0" _____________ ___ 16'-1 1/8" ___ 7 5/8" 7 5/8" 7 5/8" TYP. N CMU 4 A-2, FLOOR PLAN 1B A-1 SCALE:1 8 -1 -0 A-2 CROSSREFERENCE: NONE EXHAUST FAN NOTES 1. PROVIDE EF-1 AND L-1. EF-1 SHALL BE GREENHECK MODEL SP-228, OR APPROVED EQUAL, 320 CFM, 0.375"SP, 115V, 10, WITH THERMAL OVERLOAD PROTECTION, DISCONNECT SWITCH, REMOTE WALL MOUNTED SWITCH WITH SPEED CONTROL AND PITCHED ROOF JACK. L-1 SHALL BE RUSKIN ELC6375D, OR APPROVED EQUAL, 1606, 0.60 SOFT FREE AREA. .04"PD, INSECT SCREEN AND MOTORIZED ACTUATOR. INTERLOCK EXHAUST FAN WITH LOUVER SUCH THAT WHEN FAN IS ON, LOUVER IS OPEN. THE FAN AND LOUVER ARE INTENDED TO OPERATE CONTINUOUSLY. 2. PROVIDE EF-2 AND L-2. EF-2 SHALL BE GREENHECK MODEL SP-255, OR APPROVED EQUAL, 640 CFM, 0.375"SP, 115V, 1 o, WITH THERMAL OVERLOAD PROTECTION, DISCONNECT SWITCH, REMOTE WALL MOUNTED SWITCH WITH SPEED CONTROL AND PITCHED ROOF JACK. L-2 SHALL BE RUSKIN ELC6375D, OR APPROVED EQUAL. 3206, 1.26 SOFT FREE AREA. .04"PD. INSECT SCREEN AND MOTORIZED ACTUATOR. INTERLOCK EXHAUST FAN WITH LOUVER SUCH THAT WHEN FAN IS ON, LOUVER IS OPEN. THE FAN AND LOUVER ARE INTENDED TO OPERATE CONTINUOUSLY. 1C OVERPOUR SLAB AT DOOR (TYP.) 1 V RIGID INSUL TO TOP OF FOOTING BELOW (TYP.) SEE STRUCTURAL DRAWING FOR ADDITIONAL FOUNDATION AND SLAB INFORMATION 5 2'-4" PUMP 0 DOOR SCHEDULE NOTES 1. INSTALL ALL MATERIALS IN STRICT ACCORDANCE WITH MANUFACTURER'S TECHNICAL SPECIFICATIONS, MAINTAIN AUGNMENT WITH ADJACENT WORK. SECURE ASSEMBLES TO FRAMED OPENINGS, PLUMB AND SQUARE, WITHOUT DISTORTION, PLACE INSULATION IN SHIM SPACES AROUND UNIT PERIMETER TO MAINTAIN CONTINUITY OF BUILDING THERMAL BARRIER INSTALL SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF ASSEMBLY. 2. EXIT DOOR LOCKS SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION WITHIN THE BUILDING PER SECTION D-2.1.5.1. NFPA 101. 3. A LATCH OR OTHER FASTENING DEVICE ON A DOOR SHALL BE PROVIDED WITH A KNOB, HANDLE, PANIC BAR OR OTHER SIMPLE TYPE OF RELEASING DEVICE HAVING AN OBVIOUS METHOD OF OPERATION UNDER ALL LIGHTING CONDITIONS. DOORS SHALL BE ABLE TO OPEN WITH NO MORE THAN ONE RELEASING OPERATION PER NFPA 5-2.1.3.3., NFPA 101. 4. THE FLOOR ON BOTH SIDES OF ALL DOORWAYS SHALL BE SUBSTANTIALLY LEVEL AND SHALL HAVE THE SAME ELEVATION ON BOTH SIDES OF THE DOOR WAY FOR A DISTANCE AT LEAST EQUAL TO THE WIDTH OF THE WIDEST LEAF PER SECTION 5-2.1.3.3., NFPA 101. 5. ANY TOOLS, WRENCHES, INSTRUCTION AND MAINTENANCE SHEETS, OR INFORMATION PACKED WITH LOCKS, CLOSERS, PANIC BOLTS, AND OTHER PIECES OF HARDWARE ARE TO BE TURNED OVER TO THE OWNER. 6. GENERAL CONTRACTOR SHALL ADJUST CLOSERS TO LIMIT OPENING FORCE TO FIVE (5) POUNDS, IN ACCORDANCE WITH ANSI A117.1 REQUIREMENTS. uLlnl rn or-M r%lm^r C.J. - � �_. PUMP (TYP) L------------------------------------- I I I WEST ELEVATION I I + I I I ' 12 r- �- 6 �IA I I I 2 A-2 ------- I = REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL AND ANCHORAGE DETAILS FOR 1 /2 TON HAND CHAIN HOIST WITH PLAIN TROLLEY C.T. MALE ASSOCIATES, P.C. SEP 3 0 2003 PRINTED AND ISSUED TRANSFORMER 12 61 BRICK VENEER WAINSCOT F-FIBER CEMENT SIDING 5" EXPOSURE 12 __16 1 x4 FIBER CEMENT EXTERIOR LIGHT ALARM LIGHT CORNER TRIM (`TYP.) (BEYOND) OVER 5" SQ. TRIM 12 12 12 6 6 (- 6 o o 6 O t.: O H GAS i i i -------------- r- ; I METER �J---------------- ---- i - I I L------------------------- i I I-_-J-----------I---4I PRECAST STONE SILL L--------- TYP. NORTH ELEVATION SOUTH ELEVATION 2 BUILDING ELEVATIONS q-1 SCALE: 1 8 -1 -0 CROSSREFERENCE: NONE 3 Z w a z 3 0 UTBLOCK B_SECTIONS PROJECT NIIMRFR• O9 RAAQ 1 x FIBER CEMENT TRIM CUT DOWN (CONT.) — 1" N _ OD N a •v d ' d — 2 9 3/4" 2"f BASIC VALUES FOR ROOF MATERIALS ENERGY CODE 'R' VALUE ROOF CA MLA7M E)MRIOR AIR RLM 0.16 ASPHALT SHINGLES 0.22 BUUM PAPER/ WRAP 0.16 5/8" PLYWOOD SHEATHING 0.83 R-1.12 PER 1" AIR SPACE (ATTIC AVG.— MIN.) 4.00 9" FIBERGLASS INSULATION 30.00 6 MIL POLY. VAPOR BARRIER 0.02 5/8" GYP. BD 0.56 WERIOR Alt FILM 0.68 TOTAL 'R' VALUE 36.85 TOTAL 'U' VALUE (U-1/R) .027 2x WOOD NAILER 24" OC. MAX. FIBER CEMENT SIDING (PTD.) ALUM. BASE FLASHING SEE 5/ A-3 SIM. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION � J 1 1 3'-4" -------------------------- 1 x4 FIBER CEMENT TRIMS (RIP) HOLD TO EDGE OF STEEL BEAM PROVIDE Xz" DRIP - (TYP.) 3'-0" G STEEL BEAM (PTD) SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTION DETAILS (TYP.) `— PROVIDE CLOSURE AT TOP OF COLUMN/CAP /TYD 1 6x6 STEEL COLUMN (PTD) 10" DIA. FRP COLUMN, BASE AND CAPITOL (TYP.) SEALANT FULL PERIMETER COORDINATE TOP OF PRECAST STONE W/ FRP COLUMN BASE (TYP-) PROVIDE Xl" MIN. PITCH TO DRAIN 4" CMU BRICK VENEER (TYP.) 24" SQ. 7¢" EXP. JOINT AND FILLER ANCHOR STEEL COLUMN TO REINF. CONC. PIER CUT CMU AS REQ'D. AIR SPACE —THRU WALL FLASHING W/ WEEPS AS REQUIRED GRADE OR APRON I a SEE STRUCTURAL DRAWINGS FOR CONCRETE AND REINFORCING 4-1 d ` '• d.. ° i ° INFORMATION P. I ) 44 I '• ° ' ° I ° a DAMP -PROOFING FULL HEIGHT d I CONC. WALL (TYP.) d A. Id ° A 4 d d 2 00"SECTION DETAIL AT COLUMN q-2 SCALE:1 1 2 =1 —0 CROSS REFERENCE: 1/A-1 An ROOF CONSTRUCTION =.): - 40 YEAR ARCHITECTURAL ASPHALT SHINGLES - ICE AND WATER SHIELD TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE - 30# SAT. FELT PAPER ABOVE WATER SHIELD - %" EXT. GRADE CDX PLYWOOD SHEATHING W/ CUPS - 2x WOOD TRUSSES 24" OC MAX.- SEE STRUCTURAL DRAWINGS/� 5r�1 G `\ -- 7VENTED ------------------- ALUM. SOFFIT (CONY.) W/ KYNAR FINISH— TYP. 1 x FIBER CEMENT CLOSURE TRIM W16 STEEL BEAM (PTD) PROVIDE 2x PT WOOD BLOCKING -----------------------AT—SEAI-POCJSEf S_QBIBE_§HEATHING AND FIBER CEMENT TO STEEL BEAM. PROVIDE SEALANT FULL PERIMETER NON —VENTED ALUM. SOFFIT 1 PANELS OVER 5/8" M.R. GYP. BD. PE "X" ON- 2x4 WOOD NAILERS 4" OC 3A SECTION DETAIL AT BEAM A-2 SCALE:1 1/2"— 1—0 CROSS REFERENCE: 1/A-3 1 /2 TON HAND CHAIN HOIST DRAFT STOP FACING EAST THRU BUILDING A R-30 FIBERGLASS INSULATION THROUGHOUT I 2x8 PT WOOD BLOCKING (CONT.) I FULL PERIMETER I ROOF CONSTRUCTION I MID.) I ALUM. DRIP EDGE (CONT.) PROVIDE KYNAR FINISH. OVERLAP MIN. 2" AND EXTEND I 0.25" BELOW SHEATHING BACK I ON THE ROOFA MIN. OF 2" 10'-p» T.Q.S.O. --------------------------- 0.-0» T.0.M.r, T.O.M. O SIM. VENTED ALUM. SOFFIT W/ KYNAR FINISH (CONT.). PROVIDE ALL BASIC VALUES FOR WALL MATERIALS(2A-2 • d ' 4= d d- d •d ' ° d :de' 3 SECTION DETAIL (TYP.) A-2 SCALE:1 1 2 =1 —0 CROSS REFERENCE: 1/A-3 CLOSURE AND TRANSITION TRIM AS REQUIRED- ALL EDGES. HOLD FIBER CEMENT TO TRI61 2x WOOD BLOCKING AS REQUIRED 2x4 PT WOOD BLOCKING (CONT.) TOP AND BOTTOM FULL PERIMETER 8" INSUL. CMU WALL (TYP.) FIBERGLASS INSULATION W/ VAPOR BARRIER ON WARM SIDE EXTEND BEYOND OUTSIDE FACE OF WALL FIBER CEMENT SIDING STARTER COURSE —SET IN SEALANT 2x4 PT WOOD BLOCKING (CONT.� SEE 2/A-2 FOR SILL INFO AND DIMS. AIR SPACE HORIZONTAL AND VERTICAL WALL REINFORCING AS REQUIRED 6" REINF. CONC. SLAB OVER 6 MIL. POLY VAPOR BARRIER SEE STRUCTURAL DRAWINGS THRU—WALL FLASHING (CONT.) GRADE OR APRON GROUT SOLID (TYP.) DAMP —PROOFING FULL HEIGHT CONC. WALL (TYP.) 1 /2" EXPANSION JOINT/FILLER DOW CODE 'R' VALUE ML CJ11 CU1J1TM EXTERIOR AIR FILM 0.18 4" BRICK VENEER 1.24 R-1.12 PER 1" AIR SPACE (1 1/2) 1.74 BET—DAMPROOFING 0.12 FIBER CEMEM BOARD 0.32 BULDL40 PAPER/ WRAP 0.16 5/8" PLYWOOD SHFAITHING 0.83 R-5 PER 1" RIGID WSUL 1 1/2' 7.50 8' INSULATED CMU 5.17 WTERIOR AIR FILM 0.68 TOTAL 'R' VALUE 14.84 TOTAL 'U' VALUE (U-1/R) .087 2'-0" 9 1/8" BUILDING SECTIONS LA-2 SCALE:1 8 =17 CROSS EFERENCE: NONE ICE AND WATER SHIELD TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE ------------------ \, 12 I 6 I I I � 1 '- I I ------------+ I 1 x FIBER CEMENT TRIM I (CONT.) I 2x4 CONT. WOOD NAILER 24" OC. _MAX. t 8" BOND BEAM FULL PERIMETER " M.R. GYP. BD. TYPE 'X' OVER 4 MIL. POLY. VAPOR BARRIER FIBER CEMENT LAP SIDING 5" EXPOSURE (TYP.) OVER BUILDING PAPER 1 )JO RIGID INSUL. FULL PERIMETER " EXT. GRADE CDX PLYWOOD SHEATHING = 2x4 PT WOOD NAILERS VERTICALLY SPACED 24" O.C. MAX. I 0 SEALANT (CONT.) _ PRECAST STONE SILL FULL PERIMETER I DOOR SILL SIM. I -BRICK VENEER WAINSCOT FULL A-2 PERIMETER s FULL DEPTH °I /.-------- I \ MORTAR NET (CONT.) N PROVIDE MASONRY I I I WEEPS AS REQUIRED I 32" OC MAX. 00 •II.';. ' / --- OVER —POUR SLAB AT DOOR — — — — — — BEYOND (TYP.). SEE 2/S-3 1-XJ" RIGID INSULATION-- = I . �. g".`. REINF. CONC. FOUNDATION SEE TO TOP OF FOOTING STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 4 WALL SECTION (TYPJ A-2 SCALE: 3 4 =1 —0 CROSSREFERENCE: 1/A-3 WOOD ROOF TRUSSES 24": OC. REFER TO STRUCTURAL DRAWINGS 1 I I 4 I A-: 1 I I I I I I I I I FACING SOUTH THRU TREATMENT B FACING NORTH THRU CANOPY c 2x WOOD TRUSSES 24" OC. MAX. %" EXT. GRADE CDX PLYWOOD SHEATHING / ONE LAYER ROOF FELT LAP 2" ASTM D226 16 TYPE 1 OR ASTM D4869, TYPE 1 I I 40 YR. ARCHITECTURAL ASPHALT SHINGLE I ICE AND WATER SHIELD I I I 4" ALUM. DRIP EDGE (CONT.) ALUM. WRAPED FASCIA I W/ KYNAR FINISH ---------- -- 0'-0" T.O.S. I 2x6 SUB -FASCIA (CONT.) I 2x WOOD BLOCKING I 2x8 PT WOOD PLATE (CONT.) 1 ----- - - -----------� ANCHOR TO BEAM AS REQUIRED -- W16 STEEL BEAM (PTD) S8 STEEL CROSS -BEAM (PTD) SEE STRUCTURAL DRAWINGS FOR STEEL TROLLEY/ q_2 HOIST SYSTEM INFO. STEEL COLUMN (PTD) 2 12" 10" DIA. FRP COLUMN, BASE AND CAP A-2 TUSCAN ORDER LOW i -- — -- ---�\ SEALANT FULL PERIMETER I PRECAST SILL FULL PERIMETER I I CUT AS REQUIRED (TYP.) 3'-0" T.O.M. OIL I I I* TYP. I I 4" CMU FULL PERIMETER I 24" SO. I I ANCHOR STEEL PLATE TO CONC. I I SLAB I I THRU-WALL FLASHING (CONT.) I PROVIDE MASONRY WEEPS AS I I REQUIRED 2 EACH SIDE (MIN.) I I I I CALLED 0'-0" C.T. DALE ASSOCIATES, PC. n S I' 3 0 1J PRINTED AND ISSUED 5 WALL SECTION o COLUMN Iw SCALE: 3 4 =1 —0 �-2 CROSS EFERENCE: 1/A-3 ATTICACCESS CIHE—PLAN B_SECTIONS wall—floshing vent —pipe C2TBLOCK RIDGE ROOF PROJECT NUMBER: 02.8649 A-3 1 /4" GAP 2'-0" x 3'-0" 1'-10 1 /2" 1 /4" GAP 1'-10N 1 1 /2" RIGID INSULATION GWB RETURN- 1 /2" PLYWOOD 1x4 FRAME 'J' BEAD CORNER BEAD BOTTOM CHORD TRUSS 24" OC (TYP.) 7/16" O.S.B. FRAME 12" DEEP R-30 F.G. INSULATION OVER 6 MIL POLY VAPOR BARRIER 5/8" TYPE 'X' MR—GWB 2x4 O 24" O.C: 1'-8 1/2- .1 Q SECTION -ATTIC ACCESS S :1 1 2=1- CROSS REFERENCE: 1 /A-3 TYP CONT SHINGLED HIP/ RIDGE VENT W/ WATER GUARD COBRA VENT OR APPROVED EQUAL TYP SHINGLE ROOF TYP 2x4 BLOCKING AT RIDGE TYP WOOD ROOF TRUSS MIN. REQUIRED NET FREE AREA SHALL BE 1/300 OF AREA OF THE SPACE VENTILATED. 50X OF THE REQUIRED VENTILATION SHALL BE PROVIDED BY VENTILATION LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENITLATED (AT LEAST 3 FEET ABOVE EAVE VENTS). 4 DETAIL -RIDGE VENT ff A-3 SCALE:1 1 2 =1 -0 CROSS RE RENCE: 1/A-3 5/16" THK x 5" EXPOSURE FIBER CEMENT LAP -SIDING PAINTED ALUM. CAP FLASHING W/ KYNAR FINISH 30# SAT —FELT PAPER 5/8" EXTERIOR GRADE PLYWOOD SHEATING TYP SHINGLE ROOF TYP WOOD ROOF RAFTER 5 BASE WALL FLASHING DETAIL A-3 SCALE:1 1 2 =1 —0 CROSS REFERENCE: 1/A-3 ►ems .. C!i" .�.toil � II ►. ice!.•. - 2x WOOD SLEEPERS 24" OC. MAX. 2x PT PLATE (CONT.) ANCHORED TO BOND BEAM 24" OC. MAX. —2x PT WOOD BLOCKING (CONT.) 1 x4 FIBER CEMENT TRIM BOARD/RIPPED (CONT.) — 8" CONCRETE BOND BEAM FULL PERIMETER 1'-0" ROOF CONSTRUCTION (TYP.) • 2x4 OUT —RIGGER 24" OC. MAX. DRIP EDGE MID.) 2x4 ALUM. WRAPPED WOOD BLOCKING (CONT.). PROVIDE KYNAR FINISH — ALUM SOFFIT W/ KYNAR FINISH. NON —VENTED AT GABLE END (TYP.) —1 x4 FIBER CEMENT TRIM BOARD (CONT.) GABLE END TRUSS. SEE 2/S-5 %" EXT. GRADE PLYWOOD SHEATHING (TYP.) FIBER CEMENT LAP SIDING (TYP.) �sA SECTION DETAIL- SAVE A-3 SCALE:1 1 2 =1 -0 CROSS REFERENCE: 1/A-3 2x WOOD NAILER 24" OC. MAX. FIBER CEMENT SIDING (PTD.) ALUM. BASE FLASHING SEE 5/ A-3 SIM. SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION 3'-4" ROOF CONSTRUCTION 40 YEAR ARCHITECTURAL ASPHALT SHINGLE 30 f SAT -FELT BUILDING PAPER ICE AND WATER SHIELD -FULL PERIMETER, RIDGE AND VALLEYS %" CDX EXTERIOR GRADE PLYWOOD SHEATHING 2x WOOD TRUSSES 24" OC-LATERALLY BRACED 1'-0" OVERHANG (TYP.) ABOVE LOW 5 VENT PIPE (7/A-3 SIM.) TAKEN FROM OUTSIDE FACE OF MASONRY WALL ROOF PLAN t.3 SCALE. 1 1 4"-1 '-0" CROSS REFERENCE: NONE — — — — — — — — — — — — — — — — — — — — — 10'-0" T.O.S. ol 1 x4 FIBER CEMENT TRIMS (RIP) , » 3 -0 T.O.M. O SIM. 40 TAKEN FROM OUTSIDE FACE HOLD TO EDGE OF STEEL BEAM OF MASONRY WALL PROVIDE V DRIP — (TYP.) st wN �s SECTION DETAIL= CEILING A-3 SCALE:1 1 2 =1 -0 CROSS REFERENCE: 1/A-3 7 VENT PIPE DETAIL q-3 SCALE:1 1 2 =1 —0 CROSS REFERENCE: 1 /A-3 STEEL BEAM (PTD) SEE STRUCTURAL DRAWINGS FOR SIZES AND CONNECTION DETAILS (TYP.) ICE AND WATER SHIELD AS REQUIRED VENT PIPE —DIA. VARIES SS CLAMP SET IN SEALANT PREFABRICATED VENT PIPE SHOE OVERLAP SHINGLES AS REQUIRED CUTOUT 1/2" LARGER THAN VENT PIPE DIA. SHINGLES (TYP.) PROVIDE CLOSURE AT TOP OF COLUMN/CAP MID.) ALUM. DRIP EDGE W/ KYNAR FINISH TO MATCH FASCIA 1B SHINGLE COVERED VENTED RIDGE VENT 1_2 BALANCED WITH SOFFIT VENTS (TYP.) 51'-0" 3A PITCHED ROOF JACK 5/8" CDX PLYWOOD 3A 1 C DRAFfSTOP AT ONE SIDE OF TRUSS NON —VENTED ALUM. SOFFIT AND TRIM OVER 5/8" M.R. GYP. BD. TYPE "X" VENTED ALUM. SOFFIT AND TRIM FULL PERIMETER 6A A-3 a 1 A iV A-2 N 5 A-3 SIM. LOW 2 \� 3'-4" �IIIIIIIIIIIilllllllllllilllllllllllllllllllllllllllllllllllilllllllllllllllllllllllllllllll�llllillllll� IIIIIIII�IIIIIIIIIII� LINE OF SIDING BELOW UP TO ROOF JACK 11111111 Hill _= - - - - zco 0 of ATTIC ACCESS M.R. GYP. TYPE 'X' PAINTED 00 Li z o - r 3 N, UP TO A-3 ROOF JACK Ll Ll M.R. GYP. BD TYPE 'X' PAINTED II - - - - — — — IIIIIilllilllllllllllllllllllllllllllllillllllllllllllllillllllllllllllllllllillllllll IIIIIIIIIIIIIIIIIillllllllilllllllllllllllllllllllllllllllllllllllllllllllllilllllllllllili III III III STEEL BEAM (PTD.) 1 x FIBER CEMENT TRIM 0 z 2x6 ALUM. WRAPPED SUB -FASCIA 2 REFLECTED CEILING PLAN PROVIDE KYNAR FINISH (TYP.) A-3 SCALE: 1 1 4 =1 -0 CROSS REFERENCE: NONE 3'-4" C.T. MALE ASSOCIATES, PC. r I C_D 3 0 2,, ;u PRINTED AND ISSUED W ti g 0 10 w 0 2 CAPPED IRON ROD FOUND 0.6' NORTH OF CORNER WOODED 61.5' 59.5' CAPPED IRON ROD FOUND NOW OR FORMERLY LANDS OF RICHARD FINCH & JEANETTE FINCH LIBER 657, PAGE 681 S 8105'15" E 25.55 (BLDG. COR.) 23.25' (EAVES) LANDS OF FISH -� a83 ACRES* i r "-- j i i UPPER WOOD FRAME PORCH ."••••.... ................. COR.) 1 GARAGE DIRT r DRIVE EAVES - STEPS TAX MAP: 309.10-1-70 WOODED (DEED = 250.0) 0— 0'1--- 0 — a N 81 06'00" W 250.00' NOW OR FORMERLY LANDS OF RANDY J. BARRETT LIBER 1105, PAGE 241 DEED REFERENCE SARAN DANIELS TO PETER G. FISH & CONNtE L. FISH D7D. NOVEMBER 20, 1992 REa- N61�EiNBER -23,- 1992 LIBER 868, PAGE 123 MAP REFERENCE "NAP OF LANDS TO BE CONVEYED BY EDWARD & SARAH DANIELS TO PETER G. & CONNIE L. FISH," MADE BY COULTER & McCORMACK, LAND SURVEYORS, DATED OCTOBER 30, 1992. TAX MAP REFERENCE SECT Off 309:--tB, BLOCK t, PARCELS 7a & 7t ................................... DIRT 412.46' CHIMNEY 7.5' (DEED = 412.46 ri UIL u - u POLE GYX/CRE7F CONCRETE - ' BLOCK PAD" BUILDING LAR. CAPPED IRON ROD FOUND 1 CRUSHED v O STONE ° N Wh a O PARKING AREA EN . CAPPED IRON ROD FOUND SPRUCE DOUBLE WIDE 7 MOBILE HOME FRAME SHED TAX MAP: 309.10-1-71 N 8105'35" W WILFRIED KLEIN TO PETER FISH & CONNIE FISH DTD. FEBRUARY 20, 2004 (UNRECORDED) DRIVE IRON PIPE ... FOUND ........... 0.75' EAST OF CORNER - 10" CEDAR AM Slam ROW OF EVERGREENS 7.O' u WOOD DECK a 2 STORY I 1 STY. FRAME HOUSE I h u / COVERED PORCH CRUSHED ................ rn = IF STONE DRIVEWAY 163.77' 24" MAPLE I I I I I I I I 1 u I I I uTL_ L I POLE Lu O O 0 O� � I I V I I 3 v 1 STORY I I FRAME HOUSE u w W I of I ONLY COPIES MADE FROM THE ORIGINAL OF THIS UNAUTHORIZED ALTERATION OR ADDITION SURVEY MAP WHICH ARE MARKED WITH AN ORIGINAL TO A SURVEY MAP BEARING A LICENSED OF THE LAND SURVEYORS SEA- AND BEARING THE LAND SURVEYORS SEA- IS A VIOLATION SURVEYORS ORIGINAL SIGNATURE IN RED INK, SHALL OF SECTION 7209 SUBDIVISION 2, OF BE CONSIDERED TO BE VALID AND TRUE COPIES. THE NEW YORK STATE EDUCATION LAW. 0-148