Loading...
2003-561 d 1 TOWN OF.QUEENSBURY 742 Bay Road,Queensbm7,NY 12804-5902 (518)761-8201 Community Development,-Building&Codes (518)761-8256 IF ICATE OF OCCUPANCY CEIRT. Permit Number; . P20030561 Date Issued: Friday, November 18,2005 This is to certify that work requested to be done as shown by Permit Number P20030561 , has been completed. Tax Map Number; 523400-302-012-0001.045.00070000 Location: 43 EVERTS Ave Owner: RED SQUILL,LLC Applicant: HENSSGEN HARDWARE CORD This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBUR Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals, TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030561 Application Number. A20030561 Tax Map No: 523400-302-012-0001-045-000-0000 Permission is hereby granted to: HF.NSSGEW HARDWARE CORP For property located at: 43 EVERTS Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the,Queensbury Zoning Ordinance. Type of Construction Value Owner Address: RED SQUIRREL, LLC Commercial Addition $125,000.00- 43 EVERTS Ave Total Value QUEENSBURY,NY 12804-0000 $125,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 2003-561 HENSSGEN HARDWARE 2500 SQ FT COMMERCIAL ADDITION AS PER APPLICATION $350.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,August 06,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Wednesday,August 06,2003 SIGNED BY for the Town of Queensbury. Direr of ding of ement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761=8256 A permif must be obtained before beginning construction. Permit File No.j2.3 -,S&1 No inspection will be made until applicant has received a . - Fees Paid valid building permit. All applicants' spaces on this Rec.Fee Paid" $ ; application must be completed and must appear on the Reviewed By: application form. Applicant: 14 f n s S Q Vk ,A,v rr Owner: v,e A S a r L LC Address: 45 Address: SL v Nigel G I'4V1a "Y 1 Z F3o% Phone#(_5jj3) 773 -3 51 3 Phone# -- UL 2"3 2Q01, , Property Location: Lot Number: 1 House Number SY rW t Subdivision Name: 6✓f q Tax Map Number: v-: ( Ci �� o New Building: residence /commercial 'Estimated Market Value of Construction:$ !Z S", n O 79, Addition: residence/ mmercial if an Addition,what will use of new addition be? o Alteration: residence/ C-0—i i C e ( 0 No change to exterior size: 'residence/c6m'1 —a- 0 Other work(describe Check Occupancyluformation 1' Floor 2 Ploor Other floor _ Total Below. sq.ft. sq.fit. sq.fi./ Square Feet a Single family dwelling a Two ftanily dwelling c3. Townhouse ca Multifamily dwelling #of units a Office a Mercantile - 0. Manufacturin 0 1 car detached garage 0 2 car detached garage :. a 3 car detached garage a 1 car attached garage 0 2 car attached garage 0 3 car attached garage V. Storage building, commercial �r 0 Storage building- _ residential 0 Other What is the proposed height of the structure gel feet inches Will any second-hand or ungraded lumber-be used? if so,for what? /V 0 Type of Heating System: electric/ oil /.gas/wood,./forced hot air/ baseboard I other: Number of FirePI"es to be installed -- Number of Woodstoves to be installed ^ List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder g In-C�. `3 Q e+n,n t v. v.S O f'Zc l g o Z- <(°l 7^3 3440 Plumber - Mason Ac o J„t- Electrician `�'r r-_,f D 11-1(, Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements co a this application,together with the plans and specifications submitted,are a true and complete statemen f all pr posed work to be done on the described premises and that all provisions of the Building Co a Zo g Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specific noted, d such work is authorized by the owner., Further,it is understood that Vwe shall submit,prior to a cafe of .cup cy r"Gertificate of Compliance being issued,as requested by the Zoning . Administrator o irector of uildin Codes,as As.Built Mwyev by a licensed surveyor;drawn to scale,showing actual location of ow cons Signature: .,-,Downer,owner's agent,architect,contractor f!t•.{�.S 12. BLDG. PERMIT NO. 2003-567 - APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 43 Eveh Avenue for the following uses: Hertugen HaAdwwte FebAuaAy 10, 2005 ' DATE SIGNATURE OF APPLICANT ;a TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby y (WI(ePROVED ( )DISAPPR,,OVED with the following conditions: CeAti6icate oS Occupancy to be izzued upon compZe ion o6: 1) Raize GAade at .Exit DooA to Th'U'LaWd ' 2) I n,6taU Hdndicap Pv&ing Signage and no Pakking zigkLs 3) Finch Site Issued TEMPORARY CERTIFICATE OF OCCUPANC { } 0 DEP IT• { 1QQ.Q0 received on FebAuwtti 10, 2005 Date of Issuance Director of Bldg. & de., orcement THIS TEMPORARY CERTIFICA�'PE OF OCCUPANCY EXPIRES 120 DAYS FROM TilE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID_ unless signed by ther Director of Bldg.•& Code Enforcement or his designee. r a. Project Name- t4er54ge^ ~ Address: t{'3 E-v�--r e+ S Nve Building Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed...................................... [Ayes Ono On/a 2. Energy Form or C heckM&te Energy Code Compliance Forms Complete... ©yes Ono On/a (submit 2 copies) 3. Energy Code Inspector's Report from Chedunate Prograu L ....... ....... [yes Ono On/a (submit 2 copies) 4. Septic application completely filled out(if applicable)............... ...... Dyes [-]no n. a 5. Electrical Inspection Form.................. ...... ............ .............. Dyes ®no On/a P�•• ��� U se- a+ tzt.ecT, 6. Two(2)sets of plans showing the following:......... [Ayes Ono ❑ 6a. Floor plan(s)... .................. ... ......... ............ ............ ... ®yes Ono ❑n/a 6b. Foundation plan............... ... .................. ... ......... ...........©ym Ono On/a 6c. Gross section(s)........................ ........................... ayes Ono On/a 6d, Elevations ... ....................................... ..,. .........,.., ©yes Ono a 6e. Design loads including floor,snow load,and wind load...... ©yes Ono On/a 6f. Seismic design(required after Jan. 1,2003)... ........................ Nyes Ono On/a 6g. Plans signed byregistered architect or engineer,signed.......... )r-s Ono On/a and'sealed by registered architect or engineer 6h. Window and door schedule........................... ............ ... Nye On ❑n/a 7. Two(2)site plans showing location of the structure to be built,......... [yes Ono On/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. S. Solid Fuel Burning or Gas Appliance Form(if applicable)................ Dyes Ono Wa 9. DrivewayPernut......:..... ... yes ❑ a Date: c 3 Staff Initial: L.\SueHeminnay\Btulding.Pemt tFO Gen ecklist.doc JantwyN,2003 Ju1.-21 - 2003 5 : 01PM VP BLDGS W: 51 SVG 608 882 238.8 No.7071 P. 2 06I26l2003 07:47 8824476 _ MACDONAU SECOR PAGE 89 48/25/2003 ilSD 13:Q2 FANG - �ooziaaz � l~I,SJl111C REVIRMW Q 1"m PROJECT: N Q.r►.r s�a.., 1�a rd w. cur¢. LOCATJCN: GL%-,.4 9.L4 , N w "'j•✓1C ZIP CODS; JTF-m Value BCNYS acwm Cade 5e�ctan Page Na. Site Clasp Table 1615.1.1 317 (00butt to age days D,i - - __ - S� 0�� Figure 1815(1) 318 St{?secottdPe d) . 1C3 Figure 1815(2) �9g fi.(site eoe ,Pent-stto Tabu 1816.1,20) 320 _ F.(site 0000MM-1 sm.) �,t ' Table 1615.1.2(2) 320 (short Period edjtrsf6%0 g� S' Equation 16-18 317 0 sac period ajustso 0.3.E Equadlon 1e-77 317 `Sss f + Pax i 'g- EgUa:ton 16-18 320 (I sec peifod) d� '. Equation 18-19 32Q seismic use Group Table 1604.57 selsftc DmIgn C " TONG 1618.3(1) 324 (short WOO (1 leap Desefto Cetegary �` Table 1616.3(2) 324 (1 sec,perfOt� SELWIC DESIGN CATEGORY This category dewmkm the (Me severe of sbOW swvJ I> d s and wM ter MEP muet be braced. AmWw Procedure Used '4d ftudttm Section 1816.8 328 Bugding Components Svbjec:ETo section 1621 348 Seismic DeVgr Requireme ts; nicaJ �,or4�' Sscti� 1e21.1.1 � Becton 1621.1.0 $47 Plumbing ditto Ele'tical dlt 347 347 Pago 10 of 10 I ENERGY.CODE COMPLIANCE APPLICATION TOWN OF_QUEENSBURY, WARREN COUNTY, 9000 HEATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method- 1&2 Family Dwellings(only) Part 6*-Thermal Rating—Component trade Offs I&2 Family Dwelling; Multi-Family Dwellings(3 Stories or less) Part 4*�-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAMl E.' PROPERTY LOCATION:. f1'+�f� rt.C� P..r t"t'a-f'�w ar'°� T,� �U 2.rat-S �y.�•�i..iL. . PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- :Z, a a- square feet 2.- Type of heat- Electric . Oil Gas.. Other !v o 3. Is building mechanically cooled? .. des X No 4. Percentage of area of windows and doors - Over 17%_,tinder 17% .. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPONDS TO R VALUES AS SHOWN ON PLANS SUBMITTED: a: . Roof R co.., b. Exterior WAS R C. Glazed areas R ' d. Exterior doors R_ C. Floors over unheated spaces R. f: Edge of slab on grade(heated building) R . g, Basement/cellar walls(above grade) R h. Basement/cellar walls(below`grade)- R i. Heating/cooling-ducts piping in unheated-space R 6. Service(domestic)hot water heating device. Conforms minimum efficiency per code Yes No TE ONTROL MAXIMUM SETTING 140--WILL NOT BE EXEEDED A plic 1's rgnat Date Phone Number .G z, - -2, 7 3 3 qb SPECTOR'S REMARKS: 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:Untitled Section 1: Project Information Project Name: Hessengen Hardware Warehouse Addition Designer/Contractor: MSK Engineering and Design,Inc. POC:James R. Secor,P.E. Document Author: James R.Secor Notes: Project is insulated but no heat at this time 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 2500 Project Description(check one): _New Construction 4Addition —Alteration —Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] ( 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 gasketed. [ ] 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:Metal Roof with Thermal Blocks 2509 0.0 30.0 0.032 0.051 Exterior Wall 1:Metal Wall without Thermal Blocks 3583' 0.0 19.0 0.050 0.074 Door 1:Overhead 64 --- --- 0.100 0.120 Door 2:Overhead 100 --- --- 0.100 0.120 Door 3: Solid 21 --- --- 0.069 0.120 Door 4:Solid 21 --- --- 0.069 0.120 Interior Wall 1:CMU<=8"with Integral Insulation Furring:None 900 --- 10.0 0.076 0.120 Floor 1:Unheated Slab-On-Grade,Vertical 2 ft. 150 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 13%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 C ecklist. When a Registered Design Professional has stamped st ed th' age,they are attesting that to the best of his/her knowledge,belief,and professional judgment,suc lans or p if atio re in compliance with this Code. s %"- Sr--C-C'X-L A, 0 3 Principal Envelope Designer-Name ignatu D e y 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:Untitled Section 1: Project Information Project Name: Hessengen Hardware Warehouse Addition Designer/Contractor: MSK Engineering and Design,Inc. POC:James R. Secor,P.E. Document Author: James R.Secor Notes: Project is insulated but no heat at this time Section 2: General Information Building Use Description by: Whole Building Type Building Type Floor Area Storage,Industrial and Commercial 2500 Project Description(check one): _New Construction &Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 1500 990 YES Exterior Lighting [ ] 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. Controls,Switching,and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual [ X] d sepmely metere s,5. Minimum a wo er, d. 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. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours 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 requiremen in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in pthhpa- ements c ist. a When a Registered Design Professional has st I andsi edti age, they are attesting that to the best of his/her knowledge,belief,and professional judgment, uch plans r sp ications e in compliance with this Code. r_ OIL Principal Lighting Designer-Name Sign a ate/ Lighting 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 Tne (ft2) (watts/ffl)(B x C) Storage,Industrial and Commercial 2500 0.6 1500 Total Allowed Watts= 1500 Section 2: Actual Lighting Power Calculation A B C D El F Fixture Fixture Description 1 Lamps/ #of Fixture ID Lamp Description/Wattage Per L=/Ballast Fixture Fixtures Watt. (D x E) I IA-296HO/96"T8 ES 60W/Magnetic 2 9 110 990 Total Actual Watts= 990 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= 1500 Total Actual Watts= 990 Project Compliance= 510 Lighting PASSES: Design 34%better than code Results(Layout 1 Average Illuminance Obtained:'IT. 31.45,fc(avg) #of Rows: 3 Unit Power Density(UPD): p fi5 WLsq.ft. Row Spacing: 16.67 ; Spacing Criteria: Exceeded ##of Cols: 3 Col. Spacing 16.67 9 luminaires provide 31.45 fc(avg) Q�S,Wlsq.ft meets target;UPD of 1.2 W/sq.ft. 50.00' 16.67' 17 8.33' 8.33' 16.67` 50.00' Room Characteristics Dimensions: X: 50.00 ft Reflectances: Ceiling: 0.8 Work Plane Height:2.50 ft Y: 50.00 ft Walls: 0.5 Target UPD: 0.75 W/sq.ft. Z: 15.00 ft Floor: 0.2 Target Illuminance:30.00 fc(avg) Luminaire Characteristics Luminaire Description: Metalux Industrials IA-296HO Suspension Length 0.00 ft CU: 0.68 Light Loss Factor: 0.80 Lamp Description Lamp data from photometry. Lamps/Luminaire 2 Lamp Lumens: 8000 lms Lamp Life: 0 Ballast: Ballast Factor: I Commercial Final Inspection Report Office No.: (518) 761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: )AA2-SS0'0(Y\."C� V-Xi re PERMIT#: 0 —&o L LOCATION: DATE: k-1 COMMENTS: cl 0 Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof -e 6X Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 711/Treads 1111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay . Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Y2doors > 10%> 1000 sq.ft. �/4Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot.Signage V/ Public Toilet Room Handicapped Accessible HandicappedService Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space FinalElectrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by Surface 201 wide Okay To Issue Temp. or rmanent C/O Okay To Issue CIC Last printed 6/3/2003 9:27 AML:\PamW\Euilding&Codes\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: -k 0- am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: rkbHERMIT It: )�-S, LOCATI0—NM':T:).C— \%ent KA? DATE: t COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or ESuivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in,/Step Risers T'/Treads.1111 Vestibules For Exit doors>3000 sq. ft. , — 01 All Doors 36 in.w/Lever Handles/Panic Hardware,if re airedrsc C-r;:j4 C Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regu�lator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaooni/Storage/Receiving/Shipping Room(2 hr.), 1 V2doors > 10%> 1000 sq. ft. Ala Hour Corridor Doors &Closers Firewalls Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers Fire Doors 'Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage V Public Toilet Room Handicapped Accessible J Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond J. Active Listening System and Signage Assembly Space V, Final Electrical Site Plan/Variance required Fm J1 Final Sui vey,New Structure Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access ALI Sides by 20' /Driveable Surface 201 wide T Okay To Iss e-Temp.'pr Permanent C/O ky CO Rr Okay To Issul Last printed 6/312003 9:27 AML:\PamW\Bu1lding&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY,12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# '" INSPECTION ON: ..- Name: < 1� AM PM AN IME Location: A c,- APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION l _1� �40 u-5 , FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION 1 INTERIOR FINISHES STORAGE COMPRESSED GAS ' . I ifJ✓ � 1 CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC,WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE K FOR O T OK SP CTED Y COMDEVICHRISJMIORDILETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Q6eensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone(518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# 9003; INSPECTION ON: 2- Name: k to,)Im 900 CT) PM ANYTIME Location: evu55 Avc . APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE x EXIT DISCHARGE K MAIN AISLE WIDTH X. SECONDARY AISLE WIDTH y14 EXIT SIGN-NORMAL J EXIT SIGN-BATTERY / JJ eLA) EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES X STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED \A Ek COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS X NO SMOKING SIGNS X MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DAT K OR CO NOT OK INSPECTED BY COMDEVICHRISJNVORDILETTERS20011FIREMARSHALINSP�JIGNREPORT11022.001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final.Inspection Report Office'No.: (518)761-8256 Date Inspection request received: o 4 Queensbury Building&Code Enforcement Arrive: J am/pm DepArt: "M/p.. 742 Bay Road,Queen�sry,.NY 128041AL, In t ' Initials: NAME: n PERMIT LOCATION: DATE: COMMENTS: Y N N Chimney/"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in'l 0' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in, Spacing Platform/Decks P' Stair Handrail 34 in.—38 in./Step Risers 71'/Treads Ill' Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if 1!�quired V Exits At Grade Or Platform 36 (w)x 44"(1)/Can py or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum IAJ�11 Boiler/Furnace Enclosure I hr. or Fire Extinguishing Syste til Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil-Furnace Shut Off at Entrance to Furnace Area stoclaoorrdStorage/Receiving/Shipping Room(2 hr.), 1 V2doors >10%> 1000 sq.ft. 3/4Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" 1 Smoke Vents Or Fan,if required Z1 Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks'/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handica ed Accessible 7 Handicapped Service Counters, 34 in., Checkout 3611 Handica ed Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required 4b, Final Survey,New Structure/Flood Plain certification,if reg, As-built Septic System Layout Required or On File /'j z Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler P F//V O"la-7-r-we- Building Access All Sides by 20' /Driveable Surface 201 wide V, Okay To Issue Temp. or Permanent CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Bui1d1ng&Codes\Commercial Finai Inspection Report.doc y1x� Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection req r ve 'o Queensbury Building&Code Enforcement Arrive: — pm epart: 2 b an6_M_1-/_ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: W Y(-V- 1 - 1 IT#: LOCATION: -INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Of 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 B l 1 4P nde -lab PVC ast Copper Foundation Insulatio 1nterioD*Cxterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.hispection.FORMS\Fouiidation Inspection Report.doo January 28,2003 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspe ti request received: Queensbury Building&Code Enforcement Arrive: �Mam/prn Depart: am/pm. 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: .Qh; NAME: PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast lion,Copper Drain/Vent Comm. Plumbing Vent 1 Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family -e Insulation/Rpsid�n tial Check/Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspecfion:FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing Insulation Inspection eport Office No. (518)761-8256 Date Insp lion request received: Queensbury Building&Code Enforcement Arrive: i am/pm , Depart: am/pm 742 Bay Road,Queensbuiy,NY 12804 Inspector's Initials: NAME: PERMIT#'-. 03 S � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/.Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Dfain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family 'NIAnsulation/Residential Check/Commercial Check vlel-klll 121, -Proper Vent,Attic Vent AV t Duct/Hot Water Piping insulation 16 I 'kil PIXT4- If required unheated spaces Combustion Air Supply for Furnace .Duct Work Sealed Properly COMMENTS: ,L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report,doe January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1l Queensbury Building&Code Enforcement Arrive: am/pm _Depart: am/pm V 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 1. PERMIT#: �T �1(~�„ LOCATION: INSPECT ON: 4 — TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Co'per,CPVC,Pex One&Two Family oaigtu-ladon/Residential Check/Commercial Check., „ ✓e 11 Proper Vent, Attic Vent Duct/Hot Water Piping Insulation ;t> If required unheated spaces Combustion Air Supply,for Furnace Duct Work Sealed Properly COMMENTS: -L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Foundation Inspection Report Office No.(5 1'8)761-8256 Date Insp do request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials: NAME: -0-Q �\ PERMIT#: -� CC) LOCATION: INSPECT 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 Bacldill Approval Plumb' PVXll Cast/Copper ,\Z(oundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASuellemingway\Building.Codes,Inspection.]FORMSToundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (5 1'8)761-825 6 Date Inspection re C d: Queensbury Building&Code Enforcement Arrive: Depart: i 742 Bay Rd., Queensbury,NY 12804 Inspector's t NAME: ,F VA F— NAP L)MG-tea, ) "RRD-k E- ERMIT#: LOCATION: 43 A\jF--�jKF— INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab L p J k V)G DOCY-1 0 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement VCC�4\ of the concrete. L L Materials for this purpose on site. A Foundation Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing t,�Ez Ck Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHerningway\Building.Codes.Inspection.FORMSToundation Inspection RepDrt.doc January 28,2003 A Fcundation Inspection Report Office No' (5 1'8)761-825 6 Date Inspection request received: Osfo-� Queensbury Building&Code Enforcement Arrive: am/pm Depah: C, _ am/pm_ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �- ff cR OD-3- NAME: PERMIT#: LOCATION: INSPECT ON: 3 TYPE OF STRUCTURE: its 00 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 placemen of the concrete. Material s for tbi-,4p4migLose ou,site. -ou—n d aTE170 n_//Wall Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing of Type of Dampproofing/Waterproofing' cr 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 1 Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHen ingway\Building,Codes.Inspection.FORMS\Foundati on Inspection Report.dou January 28,2003 36 PY Foundation Inspection Report Office No. (518)761-825 6 Date Inspection re ved Queensbury Building&Code Enforcement Arrive: pm. Depart: _�!;"a In 742 Bay Rd., Quecnsbury,NY 12804 Inspector's it' Is: NAME: PE T#: �X ��J�/ LOCATION,: SPECT ON: 7 TYPE OF STRUCTURE: pm I s�it Comments Y N N/A Footing ' Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Glade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes,lnspection.FORMS\Fouiidaflon Inspection Report doc January 29,2003 Framing Firestopping Inspection Report Office No.(518)761-8256 Date Inspection rqeqst ec ive Queensbury Building&Code Enforcement Arrive: a p art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's hiitia NAME: PERMIT#: ZC>03-i (PA LOCATION: INSPECT ON: q--I Z.— TYPE OF STRUCTURE: Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I Y2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req eceiv d: Queensbury Building&Code Enforcement Arrive: 1-_Lb�'a e rt: 4-,,oQ =6�_/ s: 742 Bay Road, Queensbury,NY 12804 Inspector's Ir�i'ti r NAME: PERMIT#: C! LOCATION. INSPECT ON: TYPE OF STRUCTURE: 31 Y N N/A COMMENTS N(Praming, 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 cavity -min. Garage Fire Separation House side V2inch 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:\Suel-lemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51S) 761-8256 'Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 5!Yu am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: 1_25 X NAME: d,2X4,0_f e— 04,�_ PERMIT#: 63 —R. 1 LOCATION: V C/ Yy 14— INSPECT 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. 11r (4/)04 Foundation/Wallpour V _ J'2- Reinforcement in Place Foundation Dampproofmg �1?eff Foundation/Waterproofing /2-C, ac. Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain'Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\rouildation Inspection ReporLdoc January 28,2003 Site Plan Inspection 'Report Form Name: Henssgen Hardware Location: 43 Everts Ave, Queensbury, NY 12804 Site Plan No.: 33-2003 Area Variance No.: 49-2003 Building Permit No. (if any): Date: May 16, 2005 Dear Mr. Shaw: During a follow up site plan inspection of your project on the above date, all previously noted deficiencies were found corrected. Good to issue CO (site issues only). Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer LIBruce FrankI20051SPR&A VReportsfHenssgen,Hardware SP33-2003(16may05)-doc Site Plan Inspection Report Form Name: Henssgen Hardware Location: 43 Everts Ave, Queensbury, NY 12804 Site Plan No.: 33-2003 DC Area Variance No.: 49-2003 Building Permit No. (if any): ,y Date: September.20, 2004 Dear Mr. Shaw: During a site plan inspection of your project, the.following deficiencies were discovered: 1) The two light fixtures found installed are not of the correct type per approval (not full cut-off fixtures). 2) Dumpster enclosure not built as per approval (dumpsters are in violation of the approved plan and town code). 3) Handicap parking space, associated no,parking space and associated signage not found. 4) Existing gravel area extended further to the southwest than that approved. 5) Grass area west of gravel area not yet stabilized. It is my expectation that these items will be addressed by October 4, 2004. At that time an acceptable schedule for completing the site as approved will be required. .Should you have any questions or concerns please contact this office. Sincerely yours, Bruce Frank Code Compliance Officer L:18ruce Frank120041Site Plan Inspection Report F©rmsWenssgen Hardware SP 33 2003(20sePO4).doc E SIGN INC. ENGINEERING & D MSK PROFESSIONAL ENGINEERING:VT • NH , NY CIVIL * ENVIRONMENTAL * MECHANICAL • STRUCTURAL - SURVEYING SITE FACILITY DEVELOPMENT o CONSTRUCTION COMPLIANCE • REGULATORY PERMITTING 9 September 2003 Mr. David Hatin Director of Building&Code Enforcement Town'of Queensbury 742 Bay Road Queensbury,NY 12804-5902 Sent Via Fax: (518)745-4437 REF: Henssgen Hardware (SP 33-2003) Dear Mr. Hatin, On 9 September I performed an on site.inspection of the noted project and as of said inspection all the primary structural erection has been completed and is in compliance with the certified Marco-Pruden filename W10300653-01OE1.vpc. Please feel free to call if you have any questions, I will forward further inspection reports as the project progresses. R pectful su ifled, su J s R. 'ecor, P.E. eside 9 NY 7PE#069793-�l P.O.BOX 168• HARWOOD HILL-ROUTE 7A- BENNINGTON,VERMONT 05201 • PH 802-447-1402• FX 802-447-0702 J - DRAFT COPY (3/21/03) GHEC.KL1ST NYS BUILDING-CODE (BC) Building: 4" e,, NYS FIRE CODE (FC)NYS PLUMBING CODE (PC) Location: 1M.4 1�cr- NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date. 12 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 5 Type of Construction BC;-Table 601 81 2 6 No. of Sleeping Units/Level BC-202 14& No. of Units--Total 31 N6..6f Occupants , BC-Table 1003.2.2.2 201 7 Covered Malls BC-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 CFO Cd'WSJ4h- Note: * Non=separated occupancies impose the most restrictive requirements JAM Page 1 of 10 4 No. Topic Code Page ,Required Actual Section No. or Allowed _ 9. Heights& Building Areas Maximurim Tabular Area BC-Table 503 72 Z.x�s�r (yj Maximum'Tabular Height BC-Table 503 72 �w ?3 Maximum Stories BC-Table.503 72 Ijew Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 N l( Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (dale.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary_, Ht/Area HtlArea Tabular Area BC-Table 503 72 Frontage Credit BC-506 '74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 fj (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; JAM Page 2 of 10 i 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 BC414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening 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 Min. Ceiling Height BC-1207:2 '-.:.. 251 17.• Ventilation (Nat. or Mech.) B04202.1 249' 18. Light(Nat. or Mech...') BG 1204.1 250 tics 19. Exits 71, Occupancy.Load BC Table 1008.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1064.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor-Width BC-1004.3.'2.2 221 ` Capacity of Exits (calc.) BG-Table 1003.2.3 . 202 Corridor Wall Fire Rating BC-Table1004.3.2,1 222 Corridor Dead End. BC-1004.3.2.3 222 Door Width BC-1'003.3.1.1 208 F Door,Swing B'C-1003.3.0,.2 208 Panic Hardware - BC-1003.3.1.9 .213 20. Stairs Riser BC-1003.3.3.3 213 'Tread BC-1003.3.3.3 `213 Width BC-1003.3.3.1 213 /V 4 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 -215 - Handrails BC-1003.3.3.11 215 (uG,�ls dC 1�3;3.2.i2- Zdr JAM Page 3 of 10 .c 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 1607.1 291 Balcony loading- BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms ''BC Appendix I 693 25. ectrical Exit Lights or Signs BC-1003.2.1'0 203 _ Emergency Light BC-1003.2.11.2 204 cy ower 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 13C-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 681 27. SPECIAL INSPECTIONS TBC'1704 379 Notes: a4aey_ 41- 9)1 JAM Page 4 of 1.0 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 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-907.2J0 68 Hi-Rise Fire Safety FG-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-91 0 82 Fire Pumps FO-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-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.11, 54 Drain Pipe,Material PC-702 47 Labor Law Art.1 1 O-A UFPBC-904.6 - 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valve's PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.1 0.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire &Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 , 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-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 Prescriptive Method ECCO-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—He' ating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47- HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: 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. Frontage'Increase: If= 100(FIP-0.25)W = Answer in % 30 Note: If= 75% when 4 sides accessible &water available Allowable Area: A.=^table+ (A b1e x If).+L&b1 x I =Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(13C-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= 0.7CeC,IP9 = Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg. 297) C, =Thermal Factor (BC.Table 1608.3.2)(Pg. 297) i = Importance Factor (BC-Table 1604.5)(Pg. 287) Pg= Ground Snow Load (BC 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. 7.0) 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 SEISMIC REVIEW SUMMARY PROJECT: M LOCATION: ZIP CODE: ITEM Value BCNYS B.CNYS 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 . F, (site coefficient-short) Table 1615.1.2(1) 320 F„ (site coefficient-1 sec.) Table 1615.1.2(2) 320 S., (short period adjusted) Equation 16-16 31.7 Sm, (1 sec. period adjusted) Equation 16-17 31-7 Sos (short period) Equation 16-18 320 SDI (9 sec. period) Equation 16-19 320_ Seismic Use Group Table 1604.5 287- Seismic Design Category Table 161.6.3(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 16.21 345 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