Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2003-094
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030094 Date Issued: Tuesday, July 01, 2003 This is to certify that work requested to be.done as shown by Permit Number P20030094 has been completed. Tax Map Number: 523400-296-020-0001-006-000-0000 Location: 313 QUAKER Rd Owner: FAMIGLIA BELLA, L.L.C. Applicant: DELLA HONDA This structure may be occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURY Director of Building&Code Enforcement - ?r TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030094 Application Number: A20030094 Tax Map No: 523400-296-020-0001-006-000-0000 Permission is Hereby granted to: ADIRONDACK CONSTRUCTION CORP. For property located at: 313 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other-information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: FANUGLIA BELLA, L.L.C. Commercial Addition $196,000.00 313 QUAKER Rd QUEENSBURY,NY 12804-0000 Total Value $196,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-094 Della Honda Construction of Service Bay Addition 1,330 sq. ft. as per plot plan and specifications. $186.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 01,2004 (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 own Que bu T esday,April 01,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Application Permit A lication '-' Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY . (518)761-8256 A permit must be obtained before beginning construction. Permit File No.- r�C No inspection will be made until applicant has received a Fee 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: Adirondack.Construction Corp. Owner: Michael: DeTI a Bella - Della Mon_ da Addresa-73 Mohican St. Glens Falls.- NY Address: 313 Quaker Rd. , Queensbury NY Phone#(518 )7 9 2 -112 8 Phone# Property Location: Lot Number: / House-Number Subdivision Name: Tax Map Number 296.20-1-6''/59.-1-8.1' v New Building: residence /commercial "Estimated Market Value of Construction:$ 196,000 'Addition: residence/ commercial if an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial Service Reception ❑ No change to exterior size: residence/com'1" ❑ Other work(describe ) Check Occupancylnformation 1't Floor 2° Floor Other floor Total Below sq.ft. sq.ft:: sq.ft. Square Feet ❑ . Single family dwelling ❑ Two family dwelling ❑ Townhouse Cl .Multifamily dwelling 4-of units MAR 2 4 ❑ Office r0WN ❑ Mercantile IBUILE& SB ❑ Manufacturing �E ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1.car attached garage o 2 car attached garage ❑ 3 car attached garage ❑ Storage building.- commercial ❑ Storage building- residential Other Saruff"e , 330 SF 11330 SF What is the proposed"height of the structure 13 feet 6 inches Will any second-hand or ungraded lumber be used? If so;for what? NO Type of Heating System: electric/ oil_ / gas/wood"/forced hot air/ baseboard/other: Radiant Number of Fireplaces to be installed 0 Number of Woodstoves to be installed 0 List below the person(s)re ible for supervision of work as regards to building codes: N e Address Phone Number Builder Kris o er .Johnson 73 Mohican St. , -Glens Falls 518-792-1128 Plumber Ni, " Homiak 5182658-3518 k Mason A. Electrician Keith Sweet 12 Bush St. ,' Glens Falls. 796-20 2 Declaration: please sign below after you have carefully read the statement: 4o 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 pn 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and ,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new co ti , '�. Signature: owner,owner's agent,architec con;r cqi r r - Project Name: r"1>t,4 NoN tA- Sfft AC0 IT"°t.q. BP# Address: 'QuArq-k Building Pen-nit 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 Queensbury Building 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... ... ... ...... *s [:]no [:In/a 2. Energy Form or Checkmate Energy Code Compliance Forms Complete... yes ❑no ❑n/a '- (submit 2 copies) :.: . .3. Energy Code Inspector's Report from Checkmate Program.. ...... ... ... yes ❑no ❑n/a (submit 2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ... ... [--]yes [:]no i./a 5. Electrical Inspection Form... ... ... ...... ... ... ... ... ...... ... ... ... ... ..... yes Ono ❑n/a 6. Two(2)sets of plans showing the following: ... ...... ... ... ...... ......... ... ... Wyes [-]no ❑n/a 6a. Floor plan(s)... ... ... ...... ...... ... ... ... ... ... ... ... ... ... ...... ... ... 6b. Foundation plan... ...... ... ... ... ... ... ... ... ... ..... . s ❑no ❑n/a 6c. Gross section(s)... ...... ... ... ... ... ... ... ... ... ... ... ...... ......... ... . Ono n/a 6d. Elevations ... ... ... ..... ... ...... ... ......... .... Rpes Ono a . =.....6e. Design loads including floor,snow load,and wind load... ... s Ono ❑n/a '6f. Seismic design(regwred after Jan. 1,2003)...... ... ......... ...... ... yes Ono ❑n/a 6g. Plans signed by registered architect or engineer,signed... ...... . s Ono ❑n/a and sealed by a registered architect or engineer 6h. Window and door schedule... ... ...... ... ... ...... ... ......... ... ... 12�es Ono ❑n/a 7. Two(2)site plans showing location of the structure to be built,... ...... yes Ono ❑n/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. 8. . Solid Fuel Burning or Gas Appliance Form(if applicable)...... ...... ... . ❑yes Ono Nn/a 9. DrivewayPermit... ... ... ... ❑yam Ono a Date: E Staff Initial• L:\SueHemingway\BuAdiug.PemvGFORMS\Generic CheckEstdoc Januag28,2003 DRAFT COPY (12/02/02) CHECKLIST NYS BUILDING CODE (BC) Building: �4 NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: 3y i &3 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 02 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (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 CNN = Credit Not Needed Note: * Non-separated occupancies impose the most restrictive requirements _/Ur Pagel of 10 a 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 13 y/ Maximum Stories BC-Table 503 72 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 Water Source Site FC-508.1 31 11. Frontage &Sprinkler Credits Area Modifications (ca/c.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summa► L 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 BC-503.3 73 (Allowable Area/Fir..x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) O� 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 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 ffI> W Accessory Occupancy BC-302.2- 18 ' � w, #2- Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 89 �`� Fire Barrier BC-706 91ef�� 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.) BC-1202.1 -249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits Al r One Exit Permitted BC Table1005.2.2 224 060, Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 - 235 Distance of Travel BC-Table 1004.2.4 220 y Corridor Width BC-1004.3.2.2 221 34 Capacity of Exits (calc.) BC-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-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 boor 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 - Width- BC-1003.3.3.1 _ 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 �t�w�s �C.-ltx,3,2,i Z 2vS Notes: 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 . 76 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 9 U 71 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 1 693 41L 25 Electrical Exit Lights or Signs BC-1003.2.10 203 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 BC71105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #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 Notes: JAM Page 4 of 10 No. Topic Code Page Required' Actual Section No. or Allowed 27 Fire Protection Equipment Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 . 59 Kitchen Hood.Extinguisher FC-609.8 41 A 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-907.2.10 68 I Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke.Control FC=909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 28 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. 1.0-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 „lJ Vent Size PC-Table 910.4 63 �- U Pipe Hangers -- =-- PC-Table 308.5 17- -- Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 29 Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 ove��e� 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 30 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 -_� 31 Energy Code Prescriptive Method ECCC-Table 602.1(1)' 50 High Truss Credit ECCC-602.1.2 . 51 Pipe Insulation—Heating ECCC-Table 503.3.&A 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 R ort Required -- Notes: Cr Xz� - — ,pe JAM Page 6 of 10 SEISMIC REVIEW SUMMARY PROJECT: �►=-w/� �"N pia" LOCATION: ��,.�5 t'?v� ,,t l�' 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'A 316 SS(short period) o,- , Figure 1615(1) 318 S,.(1 second period) ©,t o., Figure 1615(2) 319 Fa(site coefficient—short) �co Table 1615.1.2(7) 320 .'F,,•(site coefficient 9 sec.) Z,gyp Table 1615.1.2(2) 320 S,ns(short period adjusted) �j.,�4.,& Equation 16-16 -317 S.,O sec. period.adjusted). - D, A Equation 46-17 317 - Sos (short period) b.3`2„ Equation 1648 320 Sp, (? sec.period) C',t,� Equation 16-19 -320 Seismic Use Group. Z 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). G SEISMIC DESIGN CATEGORY_ This category determines.the " (most-severe of above two) G design analysis and whether MEP systems must be braced. Analysis Procedure Used �MPiE Section 1616.6 326 Building Components Subject To �,,\.1i4 Section 1621 345 Seismic Design Requirements: Architecturald Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 eJlh. . Plumbing ditto 347 Electrical lA ditto 347 a JAM ��v, OFESwyob r=c3 c'�yA Page 10 of 10 0 i � �67215 A'�oFEssio�P''� ,. Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: Sit') am/pm � Depart: am/pm 742 Bay Road, Queensbury,NY 12804 spector's Initials: n ) 3— C L` NAME: �C �� PERMIT#: D l 1 LOCATIO DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 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 Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2.doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. 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 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 136y Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request _ SCHEDULE �/ Receive& Pegm # � qj INSPECTION CAN: � c ' Name: AM PM ANYTIME Location: ktu APP110VED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS C,, FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE _ COMPRESSED GAS CLEARANCE TO SPRINKLERS L CLEARANCE TO HEATING UNITS � �~ - CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN C CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY - FACTORY BUILT ROUGH IN FINAL l' t/ a 4'�-- WOOD STOVE' ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK F LNOT FINAL FIREPLACE FACTORY BUILT ROUGH IN I SPECT D Y FINAL COMDEV/CHRISJNVORD/LETTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY y YELLOW—OCCUPANT COPY /AA-VL ri7ej� jl� t k).1 kiJ.lf�',Is� Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 9!0) am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: "' NAME: Av PERMIT#: C/ ��� LOCATION: DATE: _ t UWA COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6" in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets —Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible aJ X�, icr� Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification, if reg. 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 20' /Driveable Surface 20' wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&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: AM PM ANYTIME . Location: � c APPROVED N IA YES NO COMMENTS EXITS AISLE WIDTHS ^I--�5,�� EXIT SIGNS-NORMAL �.L�Y�J C - BATTERY y EMERGENCY LIGHTINGl� 1�,{ FIRE EXTINGUISHERS 1jJfj �/ FIRE ALARM SYSTEM �`FIRE SPRINKLER SYSTEM � � ' f � (�Qx V FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES rVI STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS P CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE Y, I EMERGENCY PLAN x I "V MAXIMUM OCCUPANCY SIGN IX I CHIMNEY MASONRY ROUGH IN x CHIMNEY FINAL FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS / APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE LKFOR C NOT OK i FINAL FIREPLACE ' FACTORY BUILT ROUGH IN IN CTED BY FINAL COMDEV/CHRISJ/WORD/LETTERS2001/F IREMARSHALI NSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 357 Elwyn Terrace — Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Panel Board No................... Cert. 52934 Cut-in Card No./-Ip..'ay.ar Owner............ ........./4-an.0-A.........I....................................................... Occupant.......*..................................................................................................................... Location ..3I..3.................CL Q Z4. Y.? .....a.0..................... Installation Consisting of ....C-0.114�. C...........Z... .6....Lr4t...../...-:;."/zc .......Y.O.Q.x,%....3,R.k. .Ar..r......s x..V. -Cen ............................................................................................................................................ Installed ...... ................... Lie.#..................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:— This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date...... ............ INSPECTOR_� Member N. P.A.,LA.S COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 357 Elwyn Terrace — Manheim,PA 17545 MUNICIPAL CERTIFICATE -cELECTRICAL APPROVAL Panel Board No................... Cert. 52960 Cut-in Card No..,.A— Owner............. ........8.4 h.Kd.sA................................................................... Occupant............................................................................................................................ Location .a t ........ .. �.. .v...! ?.. .... Installation Consisting of...l.7..R.NI4.T..!oY�,.,{.U,l,�2 I.n,5 =._.,�a.0.4..SC12, t 11 z..../ J..... .�. -?!.�..... ..�-.r.S;....... ........................... ............................................................................................................................................ Installed By....S'.&U.=:!..........A.S�4l_I.Gr.............. Lic.#..................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:— This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date........(,,. ....... INSPECTOR .. . .. .. a .. . . ...... ember N.F.P.A.,I.A.E.I. Commercial Final Inspection Report Office No.: (518) 761-8256 Date __4 Inspection request received: j% , j Queensbury Building&Code Enforcement Arrive: 3'3) am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: D Lr t j a (4 rilll N1Q' PERMIT#: CMG LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent.Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 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 Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 ur Compl /Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond / �� Active Listening System and Signage Assembly Space , ec l/c1 Final Electrical V Site Plan/Variance requiredtiis Final Survey,New Structure/Flood Plain certification,if reg. 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 20' /Driveable Surface 20' wide -44, (Okay To Issue Temp. or Permanent C/O Okay To Issue C/C \ Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc L ' / Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ection req ceive Queensbury Building&Code Enforcement Arrive: p a m 742 Bay Road, Queensbury,NY 12804 Inspector's Ini ials: NAME: �� } PERMIT#: 03 V r LOCATION: INSPECT ON: - TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. , Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls r Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 1 Anchor Bolts 6 ft. or less on center ' Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour .," F wall 2, 3, 4 hour Firestopping r_ Penetration sealed / 16 inch insulation in cavity min. �1 Garage Fire Separation i House side '/2 inch or 5/8 inch Type X�,' Garage side 5/8 inch Type X F/ Ceiling/wall Windows Habitable Space/Bedroom 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reques eceive Queensbury Building& Code Enforcement Arrive: a pm e rt: '`< . a in 742 Bay Road, Queensbury, NY 12804 Inspector's Init' s: F -J NAME: _ �\��s'� PERMIT#: g LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Framing x 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 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour wall 2, 3, 4 hour Firestopping Penetration sealed \Q��U tQ 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque received S 7/3 Queensbury Building&Code Enforcement Arrive: am/ D a m 742 Bay Road,Queensbury,NY 12804 Inspector's Initia� NAME: PERMIT#: '® LOCATION: INSPECT ON: TYPE OF STRUCTURE: d�N� Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/ ents Cast Iron, Copper Drain/Vent/C mm. Plumbing Vent/Vents in Place v Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest -12 Connection for 15 minutes Water Supply Piping �� `;✓ Copper Commercial Copper,CPVC,Pex One &Two Family II'isulation Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CO�TNYENTS: L:\SueHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re st re iv Queensbury Building&Code Enforcement Arrive: p D art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Init' ls: NAME: _ PERMIT#: A-1 T LOCATION: INSPECT ON: ` , TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 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 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade �j RFA RIST-FROST ASSOCIATPS,P.C. TEL 518-793-4141 CONSULTING ENGINEERS&ARCHITECTS FAX 518-793-4146 May 9, 2003 RFA#02-3686.01 Town of Queensbury Town Office Building 742 Bay Road Queensbury,NY 12804 Attn: David Hatin Re: Della Honda Inspection Gentlemen: On May 7, 2003 Rist-Frost Associates, P.C. inspected the steel erection for the Della Honda Service Center Expansion located in Queensbury,New York. From our observation we have concluded that the building's steel has been fabricated and erected in accordance with our"Issued for Construction" documents dated March 28, 2003. Very truly yours, Very truly yours, RIST-FROST ASSOCIATES,P.C. RIST-FROST ASSOCIATES,P.C. i Andy J. Russell John C. Chapman,P.E. Project Engineer Technical Manager, Civil/Structural Engineering AJR/JCC cc: K. Johnson,Adirondack Construction Corporation 333 GLEN STREET • F.O. BOX 838 • GLENS FALLS, NY 12801 Foundation Inspection Report Office No. (518)761-8256 Date Inspection r udst re iv Queensbury Building&Code Enforcement Arrive: pin QDe rt: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: ERMIT#: ��-" LOCATION: t, INSPECT ON: 3 TYPE OF STRUCTURE: 4� Comments Y N N/A Footings Piers onolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r 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 p Plumbing Under Slab PVC ACast/ opper Foundation Insulation Interior/Exterior R- Rough Glade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ectionraepart: Queensbury Building&Code Enforcement Arrive: '- a742 Bay Rd., Queensbury,NY 12804 Inspector's InitiNAME: ` _ i LOCATION: j ;c� n- TYPE OF STRUCTURE: Comments Y N N/A Footings J Piers onolithic Slab Reinforcement in Place The contractor is responsible for Q!� Nproviding protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place s Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Suinp Footing Drain Stone: \ 12 inch width 6 inches above footing �Z_— CAL-- 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/ as opper Foun-dation Insulation terior xterior R- II I VtJD)E- , Rough Grade 6 inch drop within 10 ft. ;t LASueHemingway�Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 VRfqY Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re s0eiveQueensbury Building&Code Enforcement Arrive: rt i mDepart: : p'a ' 742 Bay Rd., Queensbury,NY 12804 Inspector's itia s NAME: J 'F u--A O PERMIT#: 0(-� —C-�q q LOCATION: ] `�4:4 V,JF _ D INSPECT ON: tr, 7—t1_ TYPE OF STRUCTURE: L' C) m Do Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place jJ- 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 r 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 Cn ade 6 inch drop within 10 ft. L:\,SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1a �, so Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection reque ce' Queensbury Building&Code Enforcement Arrive: a p - epart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: Q j O L) LOCATION: )CA' KI(c INSPECT ON: L- )(�, 11) TYPE OF STRUC Comments Y N N/A Footings Piers Monolit lab Xhe rcement in-Place 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 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 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Glade 6 inch drop within 10 ft. LASueHemingway\3uilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51S) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: /'. /V am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: AF-V PERMIT#: 0 '® LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA otings Piers onolithic Slab Reinforcement in Place / The contractor is responsible for Flo providing protection from freezing S �� for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place a Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump a 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. LASueHemingway\Bui]ding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 iAm } FILE CurY Della Honda 02-3686.01 Service Center Expansion 3/28/2003 OFN�W Y�pM 0 PA ASS �HFA't�\46 fad 2 5 0003 Job # 63- 36&..01 aDntorrnn� S CONSTRUCTION caxf Dept. CI By Axi,2 Date a IAIRA3 JOB TITLE DQ.11o P ndo— M.Ckd. Ae-c Date z c- o3 C.Ckd. Date DESIGN AREA Sheet of Reference 100j5 -Pei' a1j6a . APS 6C.. .Se—C .1608 r,Ahd � c-',1 _ GOA Zo s Ce t 0°� -1,6, Qw;1J►� !cam+ T�� 15 . $_ o•n on snag) �o 6e ,roves{1 er 0CIF :7.sec�,4y) '7,Jd > � . ' 104� P � . --�Nit r�,,�d be:a.�se P ao�� 8 . ,lCeCTs P�= b�_(r')(�_)(B)(7 _p s�) 39,a psi = �L je,sl spae_in = �'=o ✓ (R�o4���nc�l nsk�ra�:�'Gri.= 1_ �51 41CHA . U a81 �bf 4 pL ).Jw= (5)(39.2p4) pp ' SIe_� Drr,► s oiler r oa �s_ _on 1 y _abau� 75 . 6e IoLJ. t upper row. . _hea ll� _o , C C' .___Sno�� ;laaA _39�d_p51? 1 7o.- s hszrlY {fie __... 8 �a3. Pc�' S ,e_.beiah _as uPPL - aJ,,,d-_lode_-on._ro hd speed .q6 m�- , 7 ' ,A.Zone r-c�a _ ri�er:sr6ne r��ah, 'f _(10;7)(.�7) = 9. 3-ps {'__ ar Su6fllxeflnq_ � e✓ D�, �ovsp ►c �oc41 rdi.8 N�'f 3.,[1 , NYSac� _ -- I i Job # na-3686,a 1 Dept. c2 dt_ By A Tk Date V6163 JOB TITLE M.Ckd.,,�C-c_Dat o C.Ckd. Date DESIGN AREA Sheet of Reference 7u-�! k,5 , s�i �1� _�,. ,e6� S- w© = q3�6/ t 064 -.2a9 PlAh 30 k LL . C hef .-hea.do3orn — Ceq u,, Exrsk�n� 6u;ldI'via__L 1.5'-0 ��� ; (� #p0- .oe u new rw _I'-o below be.Ck ra.���� by L/AS__ax-4ehje«fb .�!`-_o_. use aok� RFAll ' Job #_ 0 a- 3408�.0] Dept. CNL By A.tg Date sle, 03 JOB TITLE M.Ckd.<)Cx—_Date 3 a C.Ckd. Date DESIGN AREA Sheet of Reference end_Zeayns Suppo4 oy-eo =-a5 85 P6�t 5 Afft t_beam Sell W4.. - Y-z joiZ58... e�IG� "li.14 x.3a.._dk : to specify your title block on Title: Job# t4ie3e five lines, use the SETTINGS Dsgnr: Date: 11:43AM, 6 MAR 03 i main menu selection,choose the Description Printing&Title Block tab,and ent Scope: your title block information. Rev: 550100 User:KW.0601966,Ver 5.5.0,25-Sep-2001 Steel Beam Design Page 1 (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description End Beams General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 Y , . si Pinned-Pinned Load Duration Factor 1.00 Center Span 30.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 0.00 ft Distributed Loads #1 2 #3 #4 #5 #6 #7 DL 0.043 k/ft. LL 0.098 k/ft ST k/ft Start Location ft End Location ft Z:iummaty Beam OK Static Load Case Governs Stress Using:W12X14 section,Span=30.00ft, Fy=36.Oksi End Fixity= Pinned-Pinned, Lu=O.00ft,LDF=1.000 Actual Allowable Moment 17.452 k-ft 29.459 k-ft Max. Deflection -1.100 in fb:Bending Stress 14.076 ksi 23.760 ksi Length/DL Defl 888.4 : 1 fb/Fb 0.692 :1 Length/(DL+LL Defl) 327.2 :1 Shear 2.327 k 34.301 k fv:Shear Stres 0.977 ksi 14.400 ksi fv/Fv 0.068 :1 Force&Stress Summary TO<-These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST Maximum Only Center Center Cants Cants Max. M+ 17.45 k-ft 6.43 17.45 k-ft Max. M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 2.33 k 0.86 2.33 k Shear @ Right 2.33 k 0.86 2.33 k Center Defl. -1.100 in -0.405 -1.100 -1.100 0.000 0.000 in Left Cant DO 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.33 0.86 2.33 2.33 k Reaction @ Rt 2.33 0.86 2.33 2.33 k Fa calc'd per 1.5-1,K*L/r<Cc I Beam Passes 1.5.1.4.1,Para 1,2,4,&5,Fb=0.66 Fy Section Properties W12X14 ep m eig r-xx in Width 3.970in I-xx 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I-yy 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S-yy 1.189 in3 To specify your title block on Title: Job# ` tk�oe five lines, use the SETTINGS Dsgnr: Date: 11:43AM, 6 MAR 03 main menu selection,choose the Description Printing &Title Block tab, and ent Scope: your title block information. Lv: 550100Pa e 2er:KW-0601966,Ver 5.5.0,25-Sep-2001 Steel Beam Design 91983-2001 ENERCALC Engineering Software is\enercalc\3686.ecw'Calculations Description End Beams Sketch & Diagram 3.00 .00 9.00 12,00 15.00 13.00 1.00 24,011 17,00 0.00 0• 0.141 k/ftI F - 11 0'92 1.39 1.85 Shear Load(k) Location Along Member(ft) 30ft 7.45 3.00 6.00 VINIIIiiij .00 1.00 F4.00 F7.00 0.00 Mmax=17.5k-ft 5.71 Dmax=-1.100in 3.96 2.22 Rmax=2.327k Rmax=2.327k 0.47 Vmax Q left=2.327k Vmax Q rt=2.327 '73 .98 p ,.24 i 49 Ban 8lf3 Moment(k-ft) Location Alan Member(ft) !' Ili 0.00 NO.22 T33 0.44 0.55 0.66 0.77 0.88 0.99 Local'y'Deflection(in) Location Along Member(ft) To specify your title block on Title: Job# r" tWte five lines, use the SETTINGS Dsgnr: Date: 11:45AM, 6 MAR 03 main menu selection, choose the Description Printing&Title Block tab,and ent Scope your title block information. Rev: 550100 User:KW-0601966,Ver 5.5.0,25-Sep-2001 Steel Beam Design Page 1 (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description Mr ers General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W14X22 Fy si Pinned-Pinned Load Duration Factor 1.00 Center Span 20.00 It Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 5.00 ft Point Loads Dead Load 1.400 / 1.400 1.400 k Live Load 3.000 ✓ 3.000 3.000 k Short Term k Location 5.000 10.000 ✓ 15.000 d/ ft ummary Beam OK Static Load Case Governs Stress Using:W14X22 section,Span=20.00ft, Fy=36.Oksi End Fixity= Pinned-Pinned, Lu=5.00ft,OF=1.000 Actual Allowable Moment 45.102 k-ft 57.354 k-ft Max.Deflection -0.535 in fb:Bending Stress 18.685 ksi 23.760 ksi Length/DL Defl 1,335.7 : 1 fb/Fb 0.786 :1 Shear 6.820 k 45.507 k Length/(DL+LL Defl) 448.4 : 1 fv:Shear Stres 2.158 ksi 14.400 ksi fv/Fv 0.150 :1 Force&Stress Summary <- These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Only R Center A Center Cants Cants Max.M+ 45.10 k-ft 15.10 45.10 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 6.82 k 2.32 6.82 k Shear @ Right 6.82 k 2.32 6.82 k Center Defl. -0.535 in -0.180 -0.535 -0.535 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 6.82 2.32 6.82 6.82 k Reaction @ Rt 6.82 2.32 6.82 6.82 k Fa calc'd per 1.5-1,K*Ur<Cc I Beam Passes 1.5.1.4.1,Para 1,2,4,&5,Fb=0.66 Fy Section Properties W14X22 ep3. 40in eig r-xx in Width 5.00Oin I-xx 199.00 in4 r-yy 1.039 in Web Thick 0.230 in I-yy 7.00 in4 Rt 1.250 in Flange Thickness 0.335 in S-xx 28.967 in3 Area 6.49 in2 S-yy 2.800 in3 To specify your title block on Title: Job# r` thi;*five lines, use the SETTINGS Dsgnr: Date: 11:45AM, 6 MAR 03 �. main menu selection,choose the Description Printing&Title Block tab,and ent Scope your title block information. Rev: 550100 Page 2 User:KW-0601966,Ver 5.5.0,25-Sep-2001 Steel Beam Design (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description Girders Sketch & Diagram .00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 Lk Lk Lk .00 2.73 4.09 20ft 5.45 Shear Load(k) Location Along Member(ft) Mmax=45.1k-ft 5.10 2.00 4.00 5.00 .001111 Riffli 112.00 14.00 16.00 118.00 20.00 Dmax=-0.535in 0,59 6.08 Rmax=6.820k Rmax=6.820k 1.57 Vmax @ left=6.820k Vmax @ rt=6.820L35-3 6 5 4 � I I 13eneiQ@ Moment(k-ft) Member(ft) I I ' 0.11 0.16 0.21 0.27 0.32 0.37 0.43 0.411 Local Deflection(in) (Location Along Member(ft) RFA-t Job # 0J- 3694,ol Dept. g- By RJ-i2 Date 3 03 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference l t U - - llSiwo� lUY5.6G U _ ; �,d z6► w,nd = e.md zov,e_.1er,8 _ 7.y :PST II,1ps m 40 T�.51eej £L 413.1.95. -AF'- o�'sf 61 fa 30' -B - l 1 7,yps�' Ver�,�0..1 d�5� i.6ukea.'. IO�CL.(7Y) P I r -a td, (7,y- )(go )la +(► .-7,4)-C�,a')a�axy0') 150 b/� a-(4o� 01 r _ obin en� �o(u n1 r ' M — k �1 O � Y s 3r S -Carper- 01. PD w84-IJ Ord k -15ya.ks4- (450o TYee.-��_ 3 _ •� �'_ _ �Inehof�ia1' E ercale.� • 3✓�i RFAij.- . Job # 3b66, 01 Dept. CIO- By A-T2 Date 3 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference ali :Ca 11 RxiaL _.p.a - D IM F . 04 6*fi, =ia 1-5 t: one« ICE Ts y xy x1/8grnSePfa�@ ak i E : Job # 011-368(0,01 Dept. C.;)vL- By A yg Date 3 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA &S--d oh ATSC- ASS k,wiy,ecl w5 rv�-)ucij Sheet of Reference J��fFY�-���'L ^�sb*omn�C-L6t��... 1�6YnPY�-C,S 4,� Can(teC�ianS here-_calcu la.�-�d G,SInQ, fc` "_ r%ladels • For Ae .h6y4-7 -t_5auA Gv�lls� a l to 41rw, )aad - I..taQ. ,Q6'',4 Jaiera 1. -t -161d __Wa5 u6ped, -Eke l+n .Gk— . q A.,D C. ��he;.l.ar�es� n�ovnen{. a�-��e,.Cc 3.o.�Js:� -a tkKS.�. r' 1 I�1 f -�C(J t I W, liJ.i.(}GVi O f C.'o1Lamr '�Q�. {{�I� �k�/.x r��_ � �o��.q�a bi sari _= �A-eve J P � Vh I- .. C a ^ So_ Mr~ (1. 0)(13,7�' - 33 -70_k) 38.4 k fn - .7_�. ? si� le SHea,� 'Ca7.9k) RFA -; Job # Z-L&.01 Dept. By xf-- Date JOB TITLE M.Ckd. Date 'EXC.Ckd. Date DESIGN AREA_ �-r��nkt. �-c��, Sheet \ of Reference SiT�. C-+-ASS'•. _�?'�'s �crF��.�('. _ .1� , SZo 1.4 , r : 2 O '3 3 3 3 , , 3 - .5,�►sM� L�s� .��P _..G co�.•rc�-s to (lcp2l..1.C.� , { a_.._._ .. 2 C ,Z �zF � 2' PsF : RFA A ' Job # 02- 8G•of Dept oc.:,. By JC_C.. Date JOB TITLE M.Ckd. Date 1 C.Ckd. Date DESIGN AREA � aa���C� ��,� Sheet 2 of Reference V ; 2- 1`� Ihs _...�PcTC6 Tcr_C�c.r; 1f-�►�wa[� �a.� 'oN �Glc9C.TvP�' 16, 42 �3 xl ,� IF 3 IbS 2 albs _ , 11 � ; itSS ._I��s�o cores .ouGQ �_r 44 , i r , i t i i , : ! , 1 � I : , I i . , : : , i i i.. : ! i i f 3 Job # 6a�3� .�/ Dept. /liyi— By Date JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference Deiio, Se;sv.� i !p, Sei Siv,►`� UISe 17��1di0.; r 5,��.u0S5. 3� S ass (i.a) Cti s� A SDS.? '�3 Sw,S ' • seises,-tc �ose Shea{ .V = 1'aS,�S W = y Ta,�ie I(pj'7.o o�d�n r�� mgme4,�+rame fZ " Skeel d,8ad land )? - ..��$ �'_1353 se1.4411-A4a � _ps1 6 -6t bL �,s P --- {a 9-51 2) To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 there five lines, use the SETTINGS Dsgnr: AJR Date: 3:55PM, 7 MAR 03 main menu selection,choose the Description:40 foot x 31 foot addition to existing Service area Printing&Title Block tab,and ent Scope: your title block information. Rev: 550100 User:KW.0601966,Ver 5.5.0,25-Sep-2001 Steel Column Page 1 (c)1983.2001 ENERCALC Engineering Software i7\enercalc\3686.ecw:Calculations Description Corner 6olumn General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS4X4X3/8 Fy 42.00 ksi X-X Sidesway: Restrained Duration Factor 1.330 Y-Y Sidesway: Restrained Column Height 13.000 ft Elastic Modulus 29,000.00 ksi End Fixity Fix-Fix X-X Unbraced 13.000 ft Kxx 1.000 Live&Short Term Loads Combined Y-Y Unbraced 13.000 ft Kyy 1.000 Loads Axial Load... Dead Load 3.18 k Ecc.for X-X Axis Moments 0.000 in Live Load 5.97 k Ecc.for Y-Y Axis Moments 0.000 in Short Term Load k Distributed lateral Loads... DL LL ST Start End Along Y-Y 0.169 k/ft --> 13.000 ft Along X-X k/ft _-> ft ummary Column Design OK Section:TS4X4X3/8, Height= 13.00ft,Axial Loads: DL= 3.18, LL= 5.97, ST= 0.00k, Ecc.= 0.000in Unbraced Lengths: X-X= 13.00ft, Y-Y= 13.00ft Combined Stress Ratios Dead Live DL+LL DL+ST+(LL if Chosen) AISC Formula H1 -1 AISC Formula H1 -2 AISC Formula H1 -3 0.0495 0.2856 0.3351 0.2519 XX Arms : Fa cale'd per 1.5-1. "L/r<Cc YY Axis : Fa cal'*'d per 1.5-41, K*Llr<Cc Stresses Allowable&Actual Stresses Dead Live DL+LL DL+Short Fa:Allowable 12.64 ksi 12.64 ksi 12.64 ksi 16.81 ksi fa:Actual 0.63 ksi 1.18 ksi 1.80 ksi 1.80 ksi Fb:xx:Allow[F3.1] 27.72 ksi 27.72 ksi 27.72 ksi 36.87 ksi fb:xx Actual 0.00 ksi 5.34 ksi 5.34 ksi 5.34 ksi Fb:yy:Allow[F3.1] 27.72 ksi 27.72 ksi 27.72 ksi 36.87 ksi fb:yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex:DL+LL 12,925 psi Cm:x DL+LL 1.00 Cb:x DL+LL 1.00 F'ey:DL+LL 12,925 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 F'ex:DL+LL+ST 17,190 psi Cm:x DL+LL+ST 1.00 Cb:x DL+LL+ST 1.00 F'ey:DL+LL+ST 17,190 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection -0.070 in at 6.500 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 tht ge five lines, use the SETTINGS Dsgnr: AJR Date: 3:55PM, 7 MAR 03 • ' main menu selection, choose the Description :40 foot x 31 foot addition to existing Service area Printing &Title Block tab,and ent Scope: your title block information. Rev: 550100 User:M-0601966,Ver 5.5.0,25-Sep-2001 Steel Column Page 2 (c)1983-2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculatlons Description Corner Column Section Properties TS4X4X3/8 ep 4.00 In Weight 17.26#/ft I-xx 10.70 in4 Width 4.000 in Area 5.08 in2 I-yy 10.70 in4 Thickness 0.375 in S-xx 5.350 in3 S-yy 5.350in3 r-xx 1.451 in r-yy 1.451 in Sketch & Diagram Axial OL=3.18k Axial LL=5.97k Axial ST=Ok F,] X X 13ft Y (1):X-X Axis Dist Ld:DL=O,LL=0.169s,ST=O kpf,0->13ft To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 these five lines, use the SETTINGS Dsgnr: AJR Date:.10:40AM, 10 MAR 03 main menu selection, choose the Description:40 foot x 31 foot addition to existing Service area Printing&Title Block tab,and ent Scope: your title block information. Rev: 550100 User:M-0601966,Ver 5.5.0,25-Sep-2001 Steel Column Base Plate Page 1 (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description Corner Colurrin Baseplates General Information Calculations are designed to AISC.9th Edition ASD and 1997 UBC Requirements Loads Steel Section TS4x4x3/8 Axial Load 9.15 k Section Length 4.000 in X-X Axis Moment 6.28 k-ft Section Width 4.000 inFlange Thickness 0.375 in Plate Dimensions Web Thickness 0.375 in Plate Length 10.000 in Allowable Stresses Plate Width 10.000 in Concrete fc 3,000.0 psi Plate Thickness 0.688 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 12.000 in Dist.from Plate Edge 1.500 in Pier Width 12.000 in Bolt Count per Side 2 Tension Capacity 8.800 k Bolt Area 0.442 in2 Ummal j/ Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 681.8 psi Allow per ACI 10.17 2,142.0 psi Partial Bearing :Bolts in Tension Allow per AISC J9 1,675.8 psi Plate Bending Stress Thickness OK Actual fb 30,292.6 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 2.535 k Allowable 8.800 k To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 these five lines, use the SETTINGS Dsgnr: AJR Date: 10:50AM, 10 MAR 03 ' main menu selection,choose the Description:40 foot x 31 foot addition to existing Service area Printing &Title Block tab,and ent Scope: your title block information. Rev: 550100 User:KW-0601966,Ver 5.5.0,25-Sep-2001 Steel Column Page 1 (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description Wa 1 Column General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS4X4X3/8 Fy 42.00 ksi X-X Sidesway: Restrained Duration Factor 1.330 Y-Y Sidesway: Restrained Column Height 13.000 ft Elastic Modulus 29,000.00 ksi End Fixity Fix-Fix X-X Unbraced 13.000 ft Kxx 1.000 Live&Short Term Loads Combined Y-Y Unbraced 13.000 it Kyy 1.000 Loads Axial Load... Dead Load 6.04 k Ecc.for X-X Axis Moments 0.000 in Live Load 12.00 k Ecc.for Y-Y Axis Moments 0.000 in Short Term Load k Applied Moments X-X Axis Moments DL LL ST At TOP 2.10 k-ft Height Between Ends k-ft 0.000 ft At BOTTOM 2.13 k-ft ummaty Column Design OK Section:TS4X4X3/8, Height= 13.00ft,Axial Loads: DL= 6.04, LL= 12.00, ST= 0.00k, Ecc.= 0.0001n Unbraced Lengths: X-X= 13.00ft, Y-Y= 13.00ft Combined Stress Ratios Dead Live DL+LL DL+ST+(LL if Chosen) AISC Formula H1 -1 0.1869 0.2809 0.2112 AISC Formula H1 -2 0.0937 0.1409 0.1060 AISC Formula H1 -3 0.0941 XX Axis : Fa caic'd per 1.5-1, K"'U'r<Cc YY?axis : Fa caic'd per 1.5-1, K'Llr<Cc Stresses Allow Me&Actual Stresses Dead Live DL+LL DL+Short bl Fa:Allowable 12.64 ksi 12.64 ksi 12.64 ksi 16.81 ksi fa:Actual 1.19 ksi 2.36 ksi 3.55 ksi 3.55 ksi Fb:xx:Allow[F3.1] 27.72 ksi 27.72 ksi 27.72 ksi 36.87 ksi fb:xx Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Fb:yy:Allow[F3.1] 27.72 ksi 27.72 ksi 27.72 ksi 36.87 ksi fb:yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values r F'ex:DL+LL 12,925 psi Cm:x DL+LL 0.60 Cb:x DL+LL 1.75 F'ey:DL+LL 12,925 psi Cm:y DL+LL 0.60 Cb:y DL+LL 1.75 F'ex:DL+LL+ST 17,190 psi Cm:x DL+LL+ST 0.60 Cb:x DL+LL+ST 1.75 F'ey:DL+LL+ST 17,190 psi Cm:y DL+LL+ST 0.60 Cb:y DL+LL+ST 1.75 Max X-X Axis Deflection 0.000 in at 0.000 ft Max Y-Y Axis Deflection 0.000 in at 0.000 ft To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 • these five lines, use the SETTINGS Dsgnr: AJR Date: 10:50AM, 10 MAR 03 main menu selection, choose the Description:40 foot x 31 foot addition to existing Service area Printing&Title Block tab,and ent Scope: your title block information. Rev: 550100 User:KW.0601966 Page 2 ,Ver 5.5.0,25-Sep-2001 Steel Column (c)1983-2001 ENERCALC Engineering Software isNenercalc\3686.ecw:Calculations Description Wa I Column Section Properties TS4X4X3/8 ep 4.00 rn Weight 17.26#/ft I-xx 10.70 in4 Width 4.000 in Area 5.08 in2 I-yy 10.70 in4 Thickness 0.375 in S-xx 5.350 in3 S-yy 5.350 in3 r-xx 1.451 in r-yy 1.451 in Sketch & Diagram .xial DL=6.04k Axia --L—12k Axial ST k X 13ft Y (7):Mx:Botlam:DL=O,LL=O,ST=2.13k-It (5):Mx:Tnp:DL=O,LL=O,ST=2.lk-ft To specify your title block on Title: Della Honda Service Center Addition Job#02-3686.01 v. %h6se five lines, use the SETTINGS Dsgnr: AJR Date: 10:55AM, 10 MAR 03 main menu selection, choose the Description:40 foot x 31 foot addition to existing Service area Printing&Title Block tab,and ent Scope: your title block information. Rev: 550100 User:KW-0601966,Ver5.5.0,25-Sep-2001 Steel Column Base Plate Page 1 (c)1983.2001 ENERCALC Engineering Software is\enercalc\3686.ecw:Calculations Description Wall Column Baseplates General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Loads Steel Section TS4x4x3/8 Axial Load 18.04 k Section Length 4.000 in X-X Axis Moment 2.13 k- Section Width 4.000 in ft Flange Thickness 0.375 in Plate Dimensions Web Thickness 0.375 in Plate Length 10.000 in Allowable Stresses Plate Width 10.000 in Concrete fc 3,000.0 psi Plate Thickness 0.482 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 12.000 in Dist.from Plate Edge 1.500 in Pier Width 12.000 in Bolt Count per Side 2 Tension Capacity 8.800 k Bolt Area. 0.442 in2 ummary Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 333.8 psi Allow per ACI 10.17 2,142.0 psi Full Bearing:No Bolt Tension Allow per AISC J9 1,675.8 psi Plate Bending Stress Thickness OK Actual fb 30,498.9 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 8.800 k Job No Sheet No tiev 02-3686.01 1 �' Part North&South W81IS Software licensed to Rist-Frost Associates,P.C. -y, Ref Job Title Della Honda Service Center By AJR Date07-Mar-03 Chd Client Adirondack Construction File 3686north.std Datelnme 10-Mar-2003 09:20 i y 11 1 1 1 11 Y Print Time/Date:10/031200309:42. STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Monday, March 10, 2003, 09:47 AM 1 PAGE NO. 1 **************************************************** * * STAAD.Pro * Version 2002 Bld 1003 * Proprietary Program of * Research Engineers, Intl. * Date= MAR 10, 2003 * Time= 9:46:34 * * * USER ID: Rist-Frost Associates, P.C. **************************************************** 1. STAAD PLANE 2. START JOB INFORMATION 3. JOB NAME DELLA HONDA SERVICE CENTER 4. JOB CLIENT ADIRONDACK CONSTRUCTION 5. JOB NO 02-3686.01 6. JOB PART NORTH _SOUTH WALLS 7. ENGINEER NAME AJR 8. ENGINEER DATE 07-MAR-03 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 0 0 0; 2 0 13 0; 3 31 0 0; 4 31 13 0 14. MEMBER INCIDENCES 15. 1 1 2; 2 3 4; 3 2 4 16. MEMBER PROPERTY AMERICAN 17. 3 TABLE ST W12X14 18. 1 2 TABLE ST TUB40406 19. CONSTANTS 20. E STEEL ALL 21. POISSON STEEL ALL 22. DENSITY STEEL ALL 23. ALPHA STEEL ALL 24. SUPPORTS 25. 1 3 FIXED 26. DRAW JOIN MEMB SUPP Z:\staad\Adirondack\3686north.an1 Page 1 of 6 Monday, March 10, 2003, 09:47 AI�1 i" S T A A D -III REV: 2002 STRUCTURE DATA: 2 TYPE = PLANE NJ = 4 NM = 3 NE = 0 NS = 2 NL = 0 UNIT FEET KIP XMAX= 31.0 YMAX= 13.0 ZMAX= 0.0 , a � 3 DATE:MAR 10,2003 TIME: 9:46:34 DRAW JOIN MEMB SUPP Z:lstaad\Adirondack\3686north.anl Page 2 of 6 Y Monday, March 10, 2003, 09:47 AM STAAD PLANE -- PAGE NO. 3 27. LOAD 1 WIND LOAD 28. MEMBER LOAD _ 29. 2 UNI GX -0.169 0 13 30. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 3/ 2 ORIGINAL/FINAL BAND-WIDTH= 2/ 2/ 6 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 6 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 11534.5 MB, EXMEM = 1685.0 MB 31. PRINT ANALYSIS RESULTS Z:\Staad\Adirondack\3686north.anl Page 3 of 6 ••� Monday, March 10, 2003, 09:47 AM ' STAAD PLANE -- PAGE NO. 4 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 1 -0.61355 -0.00016 0.00000 0.00000 0.00000 0.00132 3 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 4 1 -0.61509 0.00016 0.00000 0.00000 0.00000 0.00001 Z:\staad\Adirondack\3686north.anl Page 4 of 6 Monday, March 10, 2003, 09:47 AM { STAAD PLANE -- PAGE NO. 5 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.50 0.15 0.00 0.00 0.00 -3.46 3 1 1.70 -0.15 0.00 0.00 0.00 -6.28 Z:\staad\Adirondack\3686north.anl Page 5 of 6 •. Monday, March 10, 2003, 09:47 AM STAAD PLANE -- PAGE NO. 6 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0.15 -0.50 0.00 0.00 0.00 -3.46 2 -0.15 0.50 0.00 0.00 0.00 -3.02 2 1 3 -0.15 -1.70 0.00 0.00 0.00 -6.28 4 0.15 -0.50 0.00 0.00 0.00 -1.52 3 1 2 0.50 0.15 0.00 0.00 0.00 3.02 4 -0.50 -0.15 0.00 0.00 0.00 1.52 ************** END OF LATEST ANALYSIS RESULT ************** 32. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 10,2003 TIME= 9:46:35 **** ********************************************************* * For questions on STAAD.Pro, please contact * By Email - North America support@reiusa.com * By Email - International support@reiworld.com * Tel. (USA) : 714-974-2500 Fax (USA) : 714-974-4771 ********************************************************* Z:\staad\Adirondack\3686north.an1 Page 6 of 6 Job No Sheet No Rev IAW 02-3686.01 1 Software licensed to Rist-Frost Associates,P.C. Part East&West Walls Job Title Della Honda Service Center Ref By AJR Date10-Mar-03 Chd Client Adirondack Construction File Structure1.std Dacemme 10-Mar-2003 10:07 %r I l I N ?,0$ k• E 3 9,13 A 4 e 4,a9 k•A y b x Print Time/Date:10/03/200310:08 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 ' ' Monday, March 10, 2003, 10:07 AM PAGE NO. 1 **************************************************** * * * STAAD.Pro * Version 2002 Bld 1003 * Proprietary Program of * Research Engineers, Intl. * Date= MAR 10, 2003 * Time= 10: 7:38 * * * USER ID: Rist-Frost Associates, P.C. 1. STAAD PLANE 2. START JOB INFORMATION 3. JOB NAME DELLA HONDA SERVICE CENTER 4. JOB CLIENT ADIRONDACK CONSTRUCTION 5. JOB NO 02-3686.01 6. JOB PART EAST _WEST WALLS 7. ENGINEER NAME AJR 8. ENGINEER DATE 10-MAR-03 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 0 0 0; 2 0 13 0; 3 20 0 0; 4 20 13 0; 5 40 0 0; 6 40 13 0 14. MEMBER INCIDENCES 15. 1 1 2; 2 3 4; 3 5 6; 4 2 4; 5 4 6 16. MEMBER PROPERTY AMERICAN 17. 4 5 TABLE ST W14X22 18. 1 TO 3 TABLE ST TUB40406 19. CONSTANTS 20. E STEEL ALL 21. POISSON STEEL ALL 22. DENSITY STEEL ALL 23. ALPHA STEEL ALL 24. SUPPORTS 25. 1 3 5 FIXED 26. LOAD 1 WIND LOAD 27. MEMBER LOAD 28. 3 UNI GX -0.15 0 13 29. PERFORM ANALYSIS z:\staad\Adirondack\Structurel.anl Page 1 of 5 * , ;•,' Monday, March 10, 2003, 10:07 AM i STAAD PLANE -- PAGE NO. 2 P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 6/ 5/ 3 ORIGINAL/FINAL BAND-WIDTH= 2/ 2/ 6 DOF TOTAL PRIMARY LOAD CASES = 1, TOTAL DEGREES OF FREEDOM = 9 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 11529.0 MB, EXMEM = 1684.9 MB 30. PRINT ANALYSIS RESULTS z:\staad\Adirondack\Structurel.anl Page 2 of 5 Monday, March 10, 2003, 10:07 AM STAAD PLANE -- PAGE NO. 3 JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE ------------------ JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN 1 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 2 1 -0.33936 -0.00019 0.00000 0.00000 0.00000 0.00022 3 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 4 1 -0.33976 0.00015 0.00000 0.00000 0.00000 0.00009 5 1 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 6 1 ' -0.34058 0.00003 0.00000 0.00000 0.00000 -0.00004 z:\staad\Adirondack\Structurel.anl Page 3 of 5 ',. Monday, March 10, 2003, 10:07 AM STAAD PLANE -- PAGE NO. 4 SUPPORT REACTIONS -UNIT KIP FEET STRUCTURE TYPE = PLANE ----------------- JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z 1 1 0.31 0.18 0.00 0.00 0.00 -2.08 3 1 0.32 -0.14 0.00 0.00 0.00 -2.13 5 1 1.31 -0.03 0.00 0.00 0.00 -4.29 z:\staad\Adirondack\Structurel.anl Page 4 of 5 Monday, March 10, 2003, 10:07 AM STAAD PLANE -- PAGE NO. 5 MEMBER END FORCES STRUCTURE TYPE = PLANE ----------------- ALL UNITS ARE -- KIP FEET MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z 1 1 1 0.18 -0.31 0.00 0.00 0.00 -2.08 2 -0.18 0.31 0.00 0.00 0.00 -2.01 2 1 3 -0.14 -0.32 0.00 0.00 0.00 -2.13 4 0.14 0.32 0.00 0.00 0.00 -2.10 3 1 5 -0.03 -1.31 0.00 0.00 0.00 -4.29 6 0.03 -0.64 0.00 0.00 0.00 -0.07 4 1 2 0.31 0.18 0.00 0.00 0.00 2.01 4 -0.31 -0.18 0.00 0.00 0.00 1.51 5 1 4 0.64 0.03 0.00 0.00 0.00 0.58 6 -0.64 -0.03 0.00 0.00 0.00 0.07 ************** END OF LATEST ANALYSIS RESULT ************** 31. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 10,2003 TIME= 10: 7:39 **** ********************************************************* * For questions on STAAD.Pro, please contact * By Email - North America support@reiusa.com * By Email - International support@reiworld.com * Tel. (USA) : 714-974-2500 Fax (USA) : 714-974-4771 ********************************************************* z:\staad\Adirondack\Structurel.anl Page 5 of 5 STEEL CHANNEL GIRT DESIGN CLIENT: Adirondack Construction DATE: 03/10/03 PROJECT: Della Honda Service Center JOB NO. 02-3686.01 LOCATION: All Walls ENG: AJR Spacing "M���� M, 3,' ft j' 3000 ft Span Panel Wt 5 00 psf Wind Pressure psf Wind Suction �1:�3 psf Sag Rod Spacing A,;ti. 504 ft Vertical Load = 21.65 Ibs/ft Wind Load = 48.06 Ibs/ft Pressure Wind Load = 48.06 Ibs/ft Suction_ My= 103.59 ft-kips Vertical includes weight of channel Mx= 5,407.09 ft-kips Pressure Mx= 5,407.09 ft-kips Suction Channel Size LC8X11 5 , Wgt 11.5 Ibs/ft Zy= 1.58 in 3 Sx= 8.14 in Sy= 0.781 in Ix= 32.6 in ly= 1.32 in d/Af 9.08 Fy= 6 ksi Check Pressure: Fbx= 21.6 ksi fbx= 7.97 ksi ratio= 0.369 O.K. 0= 0.927 in = L/ 388.54 > L/360 O.K. Check Suction: Fbx= 22.03 ksi fbx= 7.97 ksi ratio= 0.362 O.K. Check Vertical: ZylSy= 2.02 Fby= 23.76 ksi fby= 1.59 ksi ratio= 0.067 O.K. 0= 0.0122 in = L/ 29561.63 > L/360 O.K. Use C8X11.5 Girts Determine Sag Rod Load P= 165.75 Ibs Rod Diameter = 0.375 in Ag = 0.11045 in Pail= 2113.9 Ibs O.K. RFA" , • Job # na-36 (,,of Dept. CIVL By !4T R Date 10 o3 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference f�-I� M ega I De ck Lair{ Line L4X3 X%y 300 n y ouir'vef I �: I A. NSS 4 xy x3/g I j W�Co.P PI!a$P ail --- LJL RFA ' t Job # Oa- 3�Sbol Dept. C i- By Aig Date_Vig 3 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference la"-Mega( Deck 7 6� 30' - I E Nzi. T SF el EL, I 3aa'-y /y Wttixaa '- L! C, v) 3 i i Job No Sheet No Rev V& 02-3686.01 1 Software licensed to Rist-Frost Associates,P.C. Pa'East&West Walls Job Title Della Honda Service Center Ref 6y AJR Date10-Mar-03 Chd Client Adirondack Construction File 3686east.std Daterrime 10-Mar-2003 11:17 i Meet EL LJIq xa� Wly X aa, 3 za-►}3 EL x x c' �- � 'r x 3►3'— 9 v, 1, 3074 1 w . u I vr� �X�arSiav� Print Time/Date:10/03/2003 11:17 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 Job No Sheet No Rev 02-3686.01 1 Software licensed to Rist-Frost Associates,P.C. Part North&South Walls Job Title Della Honda Service Center Ref By AJR D8te07-Mar-03 Chd Client Adirondack Construction File 3686north.std Date/Time 10-Mar-2003 09:46 30/— O G;e4 I.ne WIax14 \o r� x x � ``�✓ � 313, 0!q PrintTime/Date:10/03/2003 11:18 STAAD.Pro for Windows Release 2002 Print Run 1 of 1 KPA-.5,� 7 Job # 6) Dept. L_ By fis?z Date JOB TITLE M.Ckd. Date Qq.aol;on�5 C.Ckd. Date DESIGN AREA Sheet of Reference j t36 L1.✓L � • � -ncr„.Corre� C�wr•,r1 F!t- :P qo_k a aZioo..PS� from spreodsl ee}) _Life 4,t5 `_.Sgt�at� .. a��l nc� lea r.; `F�-.a. ie/a1�.erode �a &E r 5(QZe JR " x_/'a . use A) ems;: W/�`.3.��eS..L°..10 rr p readShee� (use_ 3. ' L' r� �d1A). 4;; .Lear�n� � 0 % ��t� _ u� - ,, wale a�.._w�de:_ �sa��h.4 ,oil Ufa-L,nd, WaY fei'l 0 1'�t0� -ve_i "col.- a 11�� �n�/� Q ,_19a ►'o l - a � �J0.II .n _ use- ------ _ _. o�d_ N. '-la" ._�:n Shari c��rc�►an. 1�5 /_$,�.�"xq"� .. .... SQUARE SPREAD FOOTING WITHOUT MOMENT Column Type Job No: 02-3686.01 (1) Interior, (2) Edge, or(3) Corner? 1 Client: Adirondack Construction Location: Central Footing Allowable Soil Pressure Date: 3/13/03 qa= ksf Designer: AJR Axial Loads Dead Load Pd = 6 04 kips Live Load P, 12 00 kips Material Properties Rebar Yield Stress fy66 ksi Concrete Strength fc= 3 t ksi Density Of Soil 1`20 pcf Density Of Concrete 150 pcf Height of Soil H = feet Thickness Of Slab t= 6 inches Overburden Soil Above Footing 0.300 ksf Concrete Slab Above Footing 0.075 ksf Footing 0.150 ksf Other Overburden0 25 } ksf Total Overburden 0.775 ksf t Net Soil Pressure qe= 1.225 ksf H h Required Footing Area 15.09 ft2 -T T Footing Dimensions Minimum Dimensions 3.89 feet per side Desired Dimensions B 4 5 feet per side Actual Footing Area 20.25 ft2 • Desired Thickness T 7r:, 12 inches Depth d = 9 inches Pier Dimensions Dimensions b 12= Inches n n 1:2 Inches B Height h3 feet b 1 Central Footing.xis s SQUARE SPREAD FOOTINU WITHOUT MOMENT Unfactored Load P = 18.49 kips *This includes pier self-weight, if any. Factored Load P„= 26.99 kips P„= 1.2(Dead Load) + 1.6(Live Load) One Way Beam Shear Actual Shear (V„)d= 6.00 kips • Allowable Shear �Vc= 39.93 kips Two Way Punching Shear Shear Strength Perimeter 84.00 inches (ACI 11-33) 6.00 [sgrt(fc)bod] (ACI 11-34) 6.29 [sgrt(fc)bod] Actual Shear V„ = 22.91 kips (ACI 11-35) 4.00 [sgrt(fc)bod] Controls Allowable Shear �Vc= 124.22 kips . • Flexural Reinforcement Moment M„= 2.04 kip-feet Flexural Resistance Factor R = 0.0280 ksi R = M„/�bd2 (ACI 7.12.2) Pmin= 0.0018 Calculated p p= 0.0005 p= (.85fc/fy)(1-sgrt[1-(2R/.85fc)]) Required Steel Area AS= 0.194 in2/ft AS= 0.875 in Number Of Bars SS Bar Size #1AF e a • Steel Area AS= 0.341 in2/ft As= 1.534 in 2 Central Footing.xls SQUARE SPREAD FOOTING WITHOUT MOMENT Column Type Job No: 02-3686.01 (1) Interior, (2) Edge, or(3) Corner? „pq'1 Client: Adirondack Construction Location: Corner Footing Allowable Soil Pressure Date: 3/13/03 qa "120'p ksf Designer: AJR Axial Loads Dead Load Pd P �� 318 kips Live Load , 5 97 kips Material Properties Rebar Yield Stress fy a"x ;60 ksi Concrete Strength fc x3 ksi Density Of Soil 126 pcf Density Of Concrete ti 130 pcf Height of Soil H 2 S',:feet Thickness Of Slab t --uj inches Overburden Soil Above Footing 0.300 ksf Concrete Slab Above Footing 0.075 ksf Footing 0.150 ksf Other Overburden ksf Total Overburden F-0-7-751 ksf t Net Soil Pressure qe= 1.225 ksf H h Required Footing Area 7.84 ft2 T Footing Dimensions -T Minimum Dimensions 2.80 feet per side Desired Dimensions B � �35 feet per side Actual Footing Area 12.25 ft2 •• Desired Thickness T a 12 inches Depth d =I 9 inches Pier Dimensions Dimensions b 12, Inches n B n = 12Inches Height h 3 feet b 1 Corner Footing.xls SQUARE SPREAD F OO'TIN6 WITHOUT MOMENT T Unfactored Load P = 9.60 kips *This includes pier self-weight, if any. Factored Load PU = 13.91 kips P„= 1.2(Dead Load) + 1.6(Live Load) One Way Beam Shear Actual Shear (V„)d = 1.99 kips • Allowable Shear �Vc= 31.061 kips Two Way Punching Shear Shear Strength Perimeter 84.00 inches '(ACI 11-33) 6.00 [sgrt(f.)bod] (ACI 11-34) 6.29 [sgrt(f,)bod] Actual Shear V„ = 10.43 kips (ACI 11-35) 4.00 [sgrt(f.)bod] Controls Allowable Shear �Vr= 124.22 kips NIMITZM• Flexural Reinforcement Moment Mu = 0.89 kip-feet Flexural Resistance Factor R= 0.0122 ksi R = M„/�bd2 (ACI 7.12.2) pmin= 0.0018 Calculated p p= 0.0002 p= (.85fc/fy)(1-sgrt[1-(2R/.85fc)]) Required Steel Area AS= 0.194 in2/ft As= 0.680 in Number Of Bars 4 Bar Size # 5 Steel Area AS= 0.351 in2/ft AS= 1.227 in 2 Corner Footing.xls > " Job # 0a-3686,01 Dept. By Date_ JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference -43f�es�Ia e o (�I)?�� bac5 • f nC, ,�L s -Fit a a S-�arn�lq,rd h�ak ° O i #stela" Cow pon d 1'-9 Type A I`- 7 Type 14 Ee.. W4-y a'-3 Type 8 a- 3 TYPe g RFAv"' -� Job # n D-s6a o/ Dept. C wi- By AJ?, Date 31,iM JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference To r1Q�Chxi5 �+� Compaeze� ��`lt. -44 L 1$":w(5kar+dara {,oa #y ia'' y....Co4m4 o 10 i i. . .... ti RFAw--$,. Job # 368(o Dept. C114L By RUA; Date ,7 03 JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference 0 � #� Dols�►a�� • 6)#.s bars 30q'-oq -+ Y,vi4old,� dow-dsd 1a" - df i IL r6 u,- _- - — - i 0 i t t 3 _ __ _: � d�N,ensi6n Clepende_h�� Ov? �.���5�'►n. da'�1�► S+�Ze,_ ---- - _ Ne+� �oa �n `_._ar_ea` �o a 1�unmU�y y/� _ ,_ C� a ._ k _ i S Asp P' Job # Dept. By Date JOB TITLE M.Ckd. Date C.Ckd. Date DESIGN AREA Sheet of Reference _ .... - 1 t" f Partitions Fire•ra_ted construction_ Acoustical performance Folder Detail&physical data - Description&test no, STC Description&test no. reference Non-Combustibit.,Wall Systems—Gypsum Drywall or Veneer Plaster(continued) Shaft Wall Systems—2-Hour Rating Vent Shaft Gypsum Drywall-1%"USG steel runners-22-ga.steel angles— SA-926 55 2%4 W SHEETROCK brand gypsum panels,FIRECODE core—l"SHEETROCK brand gypsum liner panel—UL Des U505 AAftur 2"Laminated Solid-2 layers 1"SHEETROCK brand gypsum liner panels - /A 56 9• laminated-2"xl"25-ga.channels back to back&welded 24"o.c.— .r; 2 layers,%"SHEETROCK brand gypsum panels all with W Type S screws 12"c.c.—joints stag—OSU T-4481 Shaft allrSystb=,A' Hour H#ting ' Cavity Shaft Wall Gypsum Drywall-3 layers%"SHEETROCK brand N/A SA-926 57 gypsum panels,FIRECODE C core,one side—l"SHEETROCK brand T gypsum liner panels set betw USG steel C-H studs 24"o.c.—panels screw 4W all to side opp liner panels with joints stag—base&face layers appl 11:' <:::; i:-siss vert—mid layer apply horiz—joints fin—est.fire rating based on U of C 2-16-72—rating also applies with IMPERIAL FIRECODE C wt.12 base and veneer finish surface '- Shaft Wall-2 layers 1"SHEETROCK brand gypsum liner panels laminated— WA 58 4 Va ;,,:,.--- 2"xl"25-ga.channels back to back&welded 24"o.c.—face&base layer of W SHEETROCK brand gypsum panels—furring channel 24"o.c.—layer joints stag—OSU-T-4423—rating also applies with IMPERIAL FIRECODE or FIRECODE C base and veneer finish surface Shaft Wail System—4-Hour Rating Cavity Shaft Wall Gypsum Drywall-2 layers%"SHEETROCK brand N/A SA-926 59 T � gypsum panels,FIRECODE C core,face side—l"SHEETROCK brand 6Y4 gypsum liner panels set betw USG steel C-H studs 24"o.c.—l"liner panels&%"gypsum panel core screw all to studs—horiz met for chan 24"o.c.—face side panels screw all to fur chan—panels appl vent with joints stag—joints fin—est.fire rating based on U of C 5-24-74—rating also applies with IMPERIAL FIRECODE or FIRECODE C base and veneer wt.16 finish surface Solid Area Separation Wall Systems—2-Hour Rating Solid Area Separation Wall—two 1"SHEETROCK brand gypsum liner WA SA-925 60 A":'':``.:'"':' '.;''I panels betw USG one-piece steel H-studs 24"o.c.—min.Y."air space J� both sides separating liner panels from any adjacent construction— UL Des U336 aste design d59 is Type 2x4 E studs ER SAFB in side one cavity—gypsum i 2x4 plates min. 54 Based on SA-925 61 %"from liner panels-2"THERMAFIBER SAFE in one cavity—gypsum 46 Based on 2x4s and no SAFE—TL-88-353 panels all with 1W W screws 12"ox orals stag&fin.— 58 Based on 2x4s and 2"SAFB on both perm caulked—UL Des U336 sides—TL-88-347 :::°`•:c."'r: 57 Based on 2x4s and 3"SAFB one 11/r• t- r ;. . side—TL-BB-351 (1 ;I�jI ll.. 60 Based on 2x4s and 3"SAFB on both sides—TL-88-350 45 Based on 2x3s,%"gypsum panels,no _....... SAFB—BBH-730104 54 Based on 2x3s,%"gypsum panels,2"SAFB one side—BBN-730103 57 Based on 2x3s,W gypsum panels,2"SAFB both sides—BBN•730102 Basic design#59 plus 2x4 wd studs 16"o.c.each side on 2x4 plates min. 53 TL-88.346 SA-925 62 %"from liner panels—I'THERMAFIBER SAFB stapled to bath sides of 50 Based on 1"SAFB one side—TL-88-344 !/ liner panels—%"SHEETROCK brand gypsum panels,facing ea side— �i:. U flil UL Des U336 Solid Area Separation Wall System—3-Hour Rating r r� p gypsum liner N/A SA-925 63 1 s•t,; •• ;7. .,/; Solid Area Se aralion Wall—two 1"SHEETROCK brand ;; panels set betw USG one-piece steel H-studs 24"o.c:-2" 6" THERMAFIBER SAFB ea side—blkts appl horiz with joints stag and A !li 1 1 ;a i,j t,.i n j j staple-att to liner panels—separates any construction both sides— luiltu�t,1. WHI.495.0393/0394 wt.9 1A Relocatable WAS—No Rating 3 Rel ULTRAWALL Partn—concealed"T'studs both sides 24"o.c.— 48 TL-70.251 SA-1020 64%"x 24"bevel edge ULTRAWALL gypsum panels—lW THERMAFIBER _ii'11(1c7 Rt1 --' SAFE—Joints stag&unfin—perimeter caulked—N/A SA-100/USG Corporation 11 USG- Shaftwall Literature - Performance Ratings : Fire/ Sound/ Structure Page 4 of 5 P ACOUSTICAL PERFORMANCE STC DESCRIPTION SYSTEM &TEST NO. REFERENCE 51 BBN-750412 F FIRE RATED CONSTRUCTION. PHYSICAL DESCRIPTION 0 Download - PDF Download - DWG 0 Download - DXF FIYRE RATING: 3hr. __. T DESCRIPTION AND TEST NO. Cavity Shaft Wall Gypsum Drywall-3 layers 3/4" SHEETROCK brand gypsum panels, ULTRACODE core-1st & 2nd layers app vert or horiz over stl stds—if appl vert joints cntrd over stds, stag min 24" otherwise joints stag min 12"-1st layer att with 1-1/4" Type S slf-drlg slf-tpg bgl-hd stl screws 24" olc.-3rd layer appl vert over fur chan with 1-1/4"Type S slf-drlg slf-tpg bgl-hd screws 12" o...c.—Joints fin with paper tape &joint cmpd—UL Des U4115 ! ACOUSTICAL PERFORMANCE STC DESCRIPTION SYSTEM &TEST NO. REFERENCE N/A G FIRE RATED CONSTRUCTION PHYSICAL DESCRIPTION E Download - PDF <w � Download - DWG 0 Download - DXF FIRE RATING: 3hr. DESCRIPTION AND TEST NO. Cavity Shaft Wall Gypsum Drywall-3 layers 3/4" SHEETROCK brand gypsum panels, ULTRACODE core-1st & 2nd layers app vert or horiz over stl stds—if appl vert joints cntrd over stds, stag min 24" otherwise joints stag min 12"-1st layer att with 1-1/4" Type S slf-drlg slf-tpg bgl-hd stl screws 24" o1c.-3rd layer appl vert over fur chan with 1-1/4"Type S slf-drlg slf-tpg bgl-hd screws 12" o.c.—Joints fin with paper tape &joint cmpd—UL Des U415 ACOUSTICAL PERFORMANCE STC DESCRIPTION SYSTEM n TG'L'.T &IA PfCrCPf C\m/-C http://www.usg.com/products/shaftwall/fss.asp 3/28/03 .1 sT Envelope Compliance Report Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Data filename: G:\3686.01\3686.01—NYSECCC.cck Section 1: Project Information Project Name: Adirondack Construction Della Honda Service Center Designer/Contractor: Rist-Frost Associates P. C. Document Author: K.J. Stankiewicz Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Other 1332 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Cheddist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Fireplaces installed with tight fitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers Cargo doors and loading dock doors are weather sealed Recessed lighting fixtures are sealed or gasketed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified 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: Structural Steel,Rigid Insulation and EPDM 1332 --- --- 0.045 0.051 Exterior Wall Type"A": Structural Steel,Batt Insulation and Metal Siding,HC 1.0 982 --- --- 0.034- 0.074 Door#6: Overhead 100 --- --- 0.250 0.120 Door#7: Overhead 100 --- --- 0.250 0.120 Exterior Wall Type"B": Structural Steel,Batt Insulation and E.I.F.S.,HC 1.0 472 --- --- 0.026 0.074 Door#3: 3'-0"x 7-0"Man Door 24 --- --- 0.280 0.120 Door#4: Overhead 100 --- --- 0.250 0.120 Door#5: Overhead 100 --- --- 0.250 0.120 Interior Wall Type"C":Existing Wall and Shaft Wall,HC 1.0 533 --- --- 0.110 0.120 Floor 1:Heated Slab-On-Grade,Horizontal 4 ft. 4 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 29%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 Proposed New York State Energy Conservation Construction-Code requirements in COMcheck-EZ Version 2.3 Release 1. 1C.0"'Pt&TU J.4T%A wig<1(7-30 1 GT_ 7C o Principal Envelope Designer-Name Signatu ate D ARC' 017756 OF NE`N� Lighting and Power Systems Compliance Certificate Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release I Data filename: GA3686.01\3686.01 NYSECCC.cck Section 1: Project Information Project Name: Adirondack Construction Della Honda Service Center Designer/Contractor: Rist-Frost Associates P. C. Document Author: K.J. Stankiewicz Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Other 1332 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions: Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Individual dwelling units separately metered Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 Interior Lighting Total actual watts must be less than or equal to total allowed watts Lighting Application Worksheet Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (ftt2 watts/ft2 (B x C Other 1332 0.6 799 Total Allowed Watts= 799 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) TXC Low Bay/Metal Halide 175 W/Magnetic 1 4 175 700 Total Actual Watts= 700 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= 799 Total Actual Watts= 700 Project Compliance= 99 Lighting PASSES: Design 12%better than code Allowed Watts Actual Watts Complies(YIN) 799 700 YES Exterior Lighting 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. 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Lighting Designer- ame Si natur Date Mechanical Compliance Report Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Data filename: G:\3686.01\3686.01 NYSECCC.cck Section 1: Project Information Project Name: Adirondack Construction Della Honda Service Center Designer/Contractor: Rist-Frost Associates P. C. Document Author: K.J. Stankiewicz Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1: Heating:Radiant Heater,Gas/Single Zone Section 4: Requirements Checklist 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, 10-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: 1 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 Requirements Specific To: HVAC System 1 Section 5: Requirements Description The following section provides a more detailed explanation of the requirements listed in Section 4. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. 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: 1 in.for pipes<=1 1/2-in.nominal diameter 2 in. for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 in. insulation for pipes<=1 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<=1 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 1 in. in diameter between the control valve and HVAC coil. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following 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. Requirements Specific To: HVAC System 1 Section 6: 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. The design professional shall 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 c de enforcement official,if requested. 1bFPr a.Jo r+,vsn. 3 ��'03 Principal Mechanical Designer-Name ignatu Date/