Loading...
2004-045 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF COMPLIANCE Permit Number: P20040045 Date Issued: Thursday, May 20, 2004 This is to certify that work requested to be done as shown by Permit Number P20040045 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK LLC Applicant: GREAT ESCAPE THEME PARK LLC This structure may be occupied as a: By Order of Town Board Commercial / Industrial Unheated TOWN OF QUEENSBURY Director of Building&Code Enforcement ij TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040045 Application Number: A20040045 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT F,SCAPF, THF,MF,PARK 1,1, C For property located at: 1172 STATE ROUTE 9 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: GREAT ESCAPE THEME PARK L) Commercial/Industrial Unhea $10,400.00 C/O PROPERTY TAX SERVICE CO Total Value $10,400.00 2351 W NORTHWEST Hwy DALLAS, TX 75220 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2004-045 Funnel Cakes Food Venue Building 616 sq. ft. food concession stand $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, March 05, 2005 (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 T n o ueen r' arch 05, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. - t 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: The Great Escape Owner: The, Great Escape Address: 1172 Route 9 Address: 1172 Route 9 Queensbury, NY 12804 ^Queensbury- NY 12R(�4 Phone#(518) 792 _ 3500 Phone#(518 ) 792- 3500 `� <��•e Property Location: Lot Number: / House Number c `' Subdivision Name: Tax Map Number. 288. tiAyac��UR� xx New Building: residence /commercial Estimated Market Value of Construction:$ ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'1 ❑ Other work(describe ) Check Occupancybdormation 1 Floor 20d Floor Other floor Total Below sq.ft sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturin dab ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage Ob ❑ 1 car attached garage W FAA ❑ 2 car attached garage Vi ❑ 3 car attached IA garage ❑ Storage building- commercial ❑ Storage building- residential O Other Food Concessio 616 What is the proposed height of the structure 24 feet 4 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. Norse Number of Flreulaces to be installed 0 Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Edgar Ferry - Construction Manager, The Great Escape 792-3500 X 116 Plumber Edger Ferry - Construction Manager, The Great Escape 792-3500 X 316 Mason Same Electrician Same Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that 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 Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new ustruction. Signature: owner,owner's agent,architect,contractor Pro ect Name: The Great Escape d 1 s a�e BP 4� Address: 1172 Route 9, Queensbury, NY 12804 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 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... ... ... ❑yes ❑ ❑ 2. Energy Form or Checkmate Energy Code Compliance Forms Complete... ❑yes [:]no K]n/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program... ... ... ... ... ❑yes Ono ©da (submit 2 copies) 4. Septic application completely filled out(if applicable)... ... ... ... ... ... ... Oyes [-]no ©n./a 5. Electrical Inspection Form... ... ... ❑yes ❑ ❑ 6. Two(2) sets of plans showing the following: ... ... ... ❑yes Ono ❑ 6a. Floor plan(s)... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ®yes Ono ❑n/a 6b. Foundation plan... ... ... ... ... ... ... ... ... ... ...... ... ... ...... ... ... ... .. X❑jes ❑n ❑n/ 6c. Cross section(s)... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... XQyes Ono Oda 6d. Elevations ... ... ... ❑yes Ono ❑ 6e. Design loads including floor,snow load,and wind load... ... ®yes Ono Oda 6f. Seismic design(required after Jan. 1,2003)... ... ... ... ... ... ... ... ®yes Ono ❑n/a 6g. Plans signed by registered architect or engineer,signed... ...... . ®yes Ono Oda and sealed by a registered architect or engineer 6h. Window and door schedule... ... ... ... ... ... ...... ... ... ... ... ... ... ❑yes Ono Un/a 7. Two(2)site plans showing location of the structure to be built,... ... ... ©yes Ono Oda 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 Comas Appliance Form(if applicable)... ... ... ... ... . Oyes ❑no ®n/a 9. DrivewayPermit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . Dyes Ono [Ada Date: Staff Initial: L:\SueHemiagway\Bu2ding.PemuiLFORNIS\Generic UeChlkdoc .Janu=y28,2003 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection ett Ee ed: Queensbury Building&Code Enforcement Arrive: Depa 742 Bay Road, Queensbury,NY 12804 Inspector's Initif NAME: ` V' 5 PERMITLOCATION: 11- D, DATE: / o c Tt L%� �f � -s�� Comm 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 E uiv. Gas Valve Shut-off Exposed A Ileo Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water emp. eg ees aximum 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 P V Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors / > 10%> 1000 s . ft. �/ '/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 3611 Handicapped Ram /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 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 Side eable Surface 20'wide Okay To Issue Temp. o rmanent 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 1SCHEDULE Received: _Permit# �('(}[, ' �� INSPECTION ON: ���✓ � Name: CIA �� E%ij ° .� /0 AM PM ANYTIME Location: APPROVED _ M -�N fA YES NO COMMENTS�— EXITS AISLE EXIT SIGNS WIDTHS NORMAL A `f L� L� ' Y BATTERY EMERGENCY ' ---- EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM�� Z FIRE SPRINKLER SYSTEM 7r� FIRE SUPPRESSION SYSTEM _ _ HOOD INSTALLATION {� �7 INTERIOR FINISHES —�� STORAGE --_--- - COMPRESSED GAS— -�_ CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO_EC ELTRICA_ _L_ REQUIRED SIGNAGE _ EMERGENCY PLAN MAXIMUM OCCUPANCY SIGH! CHIMNEY _ ---- �/ - MASONRY ROUGH IN FINAL _ V CHIMNEY FACTORY BUILT ROUGH IN - ------- - FINAL WO C,��11 l A ( t l OD u� ' . l STOVE ROUGH IN I VENTED FINAL V E ED GAS APPLIANCE ROUGH IN i f FINAL FIREPLACE MASONRY ROUGH IN --- - OK THIS DATE OK R CO FINAL FIREPLACE -- - -- - - _ FACTORY BUILT ROUGH IN --------------t--- — PECTED BY FINAL COMDEVICHRISJIWORDA ETfERS2007/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Framing /Firestopping Inspection Report Office No. (518)761-8256 Date InspectiontPERMIT yyJ//���((//-�Queensbury Building&Code Enforcement Arrive: �T a pm �- 742 Bay Road,Queensbury,NY 12804 Inspector's Init NAME: N / LOCATION: INSPECT ON: — - TYPE OF STRUCTURE: Y N N/A COMMENTS aming 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 %(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 t/2 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 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCO Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.........................................Cert. NO 76069 Cut-in Card No.......................... Owner...........C 1. ....l �!�'e�........................................ ............ ....... .............. Location..........��� .. ..................................................................... .............. ................../.�.......�...... Installation Consisting of............................................J —L ��� �.................................................................................... ... .�. ...�.?a.. �.. .3 L�.. ��....9�.�-.r1.)..�................ .................................................................................................................................................................................... Installed By........�...........1--erJ.-71/.........................................Lic.No................................................... 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 ma k' g ins ections at any time, and if its rules are violated,the C(oLmpany shall have the righWro jn' icateDate..Jam.✓�Z..... .T............... INSPECTOR... .................................................................. Member N.F.P.A.,I.A.E.I. May—21—Oa 08:30A NY F i troy & Signal 518 792 5199 P_O 1 Range Hood Systems Report $FFrA SCOW N1 DArCtxS1ik TW — CAM t� -G4 4 film wo tWetNfU .rt wt.r hrsfftl.AT Z i+l��-S//� 4tilt4N'AC,Tur{Ert MI(7DQ.HUMoiN MIST 7K1R444NK:AL �A{I (bllE. AMUR cvGwrn S¢L Sl Attt GYI&1* $1E SUNE FUSE LVOG 2W-F. FUSEL*M4UYF PLkWLWR9hW>• ' gtlitk A/1aghr�t �CU6I�OMER' tfaRtel� ri111 — RIFI SNUi�F+ H+<tHfL tN�s iSYc� AWrM art' b�MAi r�litiF U1STItYtlliCi TF t ItAlE i t F�CFIAri&DA City (;v eeAA&VA ; 1 t k-ni -- IMTYN'RCTIIRFRS WMRA�L fl[r'Lrrt'Mt',F StOro No. octet M> a. OMW.W.Nt;w1w'H Owner or Man9ar — COMING AFVLJAIVGE LCSCATIQAf;3 L EFT TO RKdHT 1.All appfiartces properly t:over6d w/wrrect nozzles ( 20. Repk-md tUrA finks 2.bud and plenum covered whwrrect nozzles. !/� 21. Check travel of cable m.VS.hooks 3-Chock pasitcorting of all rtaxzles. � 22-P*ft&condut owrely brackaW 4. SyMrh inAWWsd Wn acwrdanee*UFG UL listing _ �, 23_Proper separation betwoon fryers&tiaairnQ 5-H penetrations sealed penetrat sealed wNveld or UL deviou J,r 24. PtOper clearance-flame to fillms, —711 6.Check if seals intalct,evince of tampering 25 Exhaust fan in o{ur4ting order 1/ 7. 9 system has been discharged,('aport some r 26_All sifters replaced -� 8.Pressure gauge in proper range tff gauged) :� 27. Fuel shut-off in on position _ 9-Check cartridge weight(if applicabkr) 28. Matnual&remote;sevseais to placer 10_Worostalic test slate 29.Repfaoe systems covers 11.6 year maintenance date "'" 30. System operational&seals in pAwx- _ 12-Inspect cylinder and mount ;✓r 31. Slave system operational 13_Oper lte systern from terrtrinal ink —` 32.Man cylinder&mountAr 14.Test for proper operation from iernole t� 33. Fain warrniog sign on hood �� 15.Check operation of micro sw4uh. 34. Personnel instructed in manual operation of system 16.Check operation of gets valve 35. Proper hand portable extinguishers 17_Clean nozzles 36. Portable e>ifinguistrt:rs properly servict�d —7, tS_Proper rtorsfe covers to place " 37. Service&Corfi icatiah tag on system T 19,Chock fuse links and dears _.__._ NOTE DISCREPANICES OR DEFUENCiES BELOW COMMENTS- On this date,tfte above system ii4s tested and inspected In accordance with proo6dures of the presently adoptod editions of NFPA 17, 17A,96 and ttt0 manuf4dh"es mantra)and was grated ac=Jing to those pffpkdurem with results indicated sWvo, SERVICE TEC WiG1AN PFRMIT NO. DIM: TIME: AM PM USTOMER3 AUTHORIZED AGENT The above service technidan certifies tf'tat the system was personally inapmted nd conditions to be as indicated on ails repott 4'MOWN t o wew+ruww,.�.r c ;J�pc 60 3!Dvd 1NIbW 3dti9S3 1t73d9 LEZLE6L8T5 EV:L0 b00Z/TZ/50 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r es recei , Queensbury Building& Code Enforcement Arrive: am/p e 742 Bay Road,Queensbury,NY 12804 Inspector's b NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTU : ` Y N N/A J Framing 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 Fire wall 2, 3,4 hour .. restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/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 L:\.SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doe January 28,2003 -777 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection requearfe- eived: Queensbury Building&Code Enforcement Arrive: at p Depart: , --�Ip >1pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial r---f ! C) NAME: r PERMIT#: LOCATION: INSPECT ON: —� TYPE OF STRUCTURE: Y lv N/A COMMENTS raming Jack Studs I Headers Bracing/Bridging v/ Joist hangers ✓✓ Jack Posts/Main Beams rN Exterior sheeting nailed properly 12"O.C. -v �, 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 %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 LASueHemingway\Building.Codes,Inspection,FORMSIFraming Firestopping Inspection Report.doe January 29,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received-. Queensbury Building&Code Enforcement Arrive: a DepaTt `�pm r 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: 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. Plumbi ent/Vents in Place ugh 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 Copper,CPVC,Pex One &Two Family Insulation/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 C01MMENTS: L:VSueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 It 3( )� r Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 130 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector s Initials: _ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: CA' j e,V\.L Comments Y N N/A Footings Piers nolithic Slab 1 Reinforcement in Place .E �, '�► The contractor is responsible for f providing protection from freezing �- for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\,SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 SEtSMt ?39VU�MMARY PROJECT: The Great Escape LOCATION: 1172 Route 9, Queensbury, NY ZIP CODE, 12804 ITEM Value BCNYS SCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class 61) D Section 1615.1.1 316 S. (short period) .35 Figure 1615(1) 318 S, (1 second period) .10 Figure 1815(2) 319 F.(site coeffilolent—short) 1.52 Table 1615.1.20) 320 F, (site coefficient-1 sec.) 2.40 Table 1615.1.2(2) 320 Sn,$ (short period adjusted) 0.53 Equation 16-16 317 Smi (1 sec.period adjusted) 0.24 -Equation 16-17 317 Sos (short period) 0.35 ' Equation 16-18 320 Sol (9 sec.period) 0,..16' > Equation 16-19 320. Seismic Use Group I Ai.0 Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) C Seismic Design Category Table 1616.3(2) 324 (1 sec. period). C SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP C systems must be braced. Simplified procedure Section 1616.E 326 Analysis Procedure Used of 1617.5 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural C Section 1621.1.1 & 345 Mechanical C (when ?20#) Section 1621.1.6 347 Plumbing C. (when >20#) ditto 347 Electrical C (when >201i) ditto 347 JAM Page 10 of 10 Ed Wdeb:OT 200E 2i '^ON se22 z8S eTS -'ON ONOHd 3dniO3lIH3NH N3I73ld GS W08_d Archon Snow Loads INPUT DATA: Ground snow load=70.0 psf Type of Roof is Hip or Gable Roof slope angle=45.0 Deg. Importance Category=II Exposure Category=B Structure is Partially Exposed Roof thermal condition is Cold Roof Roof is Unheated Roof surface is not slippery FACTORS: Exposure factor(Ce) = 1.00 Importance factor(I)= 1.00 Thermal factor(Ct)= 1.20 Slope factor(Cs) = 1.00 Unit weight of snow=23.1pcf Ground Snow Load= 70.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof= 58.8 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side= 76.4 psf 58.8 psf 76.4 psf 2.5 ft 3.3 ft Loading I Loading 2 Gable or Hip Roof � f Archwind 98 : 5 ,; S h 4 4 5 5 >�� a a a a If Roof Angle is—10 Deg.h=Eave Height otherwise h=Mean Roof Height. COMPONENTS AND CLADDING WALLS-CONSTANTS USED WALLS Structures less than or equal to 60 ft Ref:ASCE 7-98,Equation 6-17 Walls are less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=45.00 deg Mean Roof Height= 15.50 ft AREA PRESSURE(psf) Area=0.00 sf ---------------------------- Cp VALUES 4 MAX= 14.56 AREA Cp 4 MIN=-15.80 ---------------------- 5 MAX= 14.56 4 1.00,-1.10 5 MIN=-19.50 5 1.00,-1.40 Velocity Pressure Roof, q= 12.34 psf Dimension a=3.00 ft Exposure Coef£Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coe£,GCPi=0.18 Topographic Factor,Kzt= 1.00 Wind Direction Factor,Kd=0.85 M 1 � • Archwind 98 : 31 2L3', 3I23 ang Z 1 2I?_ 12 h 2 3 3L 1 31 2. 3 �a a at COMPONENTS AND CLADDING GABLE ROOF-CONSTANTS USED GABLE ROOF Roof angle is between 30 and 45 degrees. Ref:ASCE 7-98,Equation 6-17 Structures less than or equal to 60 ft Roof Angle is between 30 and 45 degrees. Structure is less than or equal to 60 ft high. COMPONENT PRESSURES: Roof Angle=45.00 deg Eave Height= 15.50 ft AREA PRESSURE(psf) Area= 1.75 sf ---------------------------- Area of Overhang=66.00 sf 1 MAX= 13.33 Cp VALUES 1 MIN=-14.56 AREA Cp 2 MAX= 13.33 ---------------------- 2 MIN=-17.03 1 0.90,-1.00 3 MAX= 13.33 2 0.90,-1.20 3 MIN=-17.03 3 0.90,-1.20 Over Hang Along Area 1 VALUE=0.00 Along Area 1 Over Hang 0.00 Over Hang Along Area 2 VALUE_-22.63 Along Area 2 Over Hang -1.83 Over Hang Along Area 3 VALUE_-22.63 Along Area 3 Over Hang -1.83 Velocity Pressure Roof, q= 12.34 psf Dimension a=3.00 ft Exposure Coeff.Roof,Kz=0.70 Note,when max absolute value is less than 10 psf, Wind Speed,V=90.0 MPH use 10 psf or-10 psf as applicable. Exposure Cat.=B Importance Cat.=2 Internal Pressure Coe£,GCPi=0.18 Topographic Factor,Kzt= 1.00 Wind Direction Factor,Kd=0.85 Fo,44eL 22' 28'-0" A\C UNIT i i I I i I W a COOLER 0 i o I i FO �O EXHAUST HOOD I O O FRYER MECHANICAL DAMPER i i X X j 32'-0" I� WARMER ICE ICE ICE CREAM CREAM CREAM i i i 1 I REG SODA REG— — — — — i COILING SECURITY DOOR F 1 03/25/2004 12:08 5188851041 SARATOGA LUMBR TRAD PAGE 02/07 MAR 24 2004 . 3e30 PM FR ROBBINS ENGINEERING TO SL—SARATOGA ,LMBR P.03i07 N di� �� � _� 1 ggig e �JA � _ S Wig N � 10600 � to � 11 o r a M v ro 1 1 rr d � N c a Ol $ $ M� 1 N LqVA p y 1I+ @ M Ir C rb 1 1 1 1", w se 1 � $Np W !r iG ab G �r 03/25/2004 12:08 5188951041 SARATOGA LUMBR TRAD PAGE 03/07 MRR 24 2004 3:29 PM FR ROBBINS ENGINEERING TO 5L.-5AKRIUVH LMVK r.nc,,nr 0 H a rr IL bwA � O ;N I M o � g o m Ir 9 Q o OR '� a,o��z soovo b e 1004 10000 r e b A41 o o N mp 3 G 11 IL 4 1; 1004 1' a ,F+ x 100Q0 M j u !4 s �.o�zz soovo go 1} $ �o s . Fa N 0 N i � IMANk in I qMm - . 03/25/2004 12:08 5180851041 SARAT06A LUMBR TRAD PAGE 04/07 MAR 24 2004 3:30 PM FR ROBBINS ENGINEERING TO SL—sRR.ATOGA LMBR P.0410'r =� �C Enter NEW Ell 0- 949 N it li i st a ow w „ �� or a G ' a A 0 Q 7 � ao r 70 v a Ll -t All is C� er NN A R Y IL 10060 w ffi� SIG Ila r �J► o.� IP !, t aTO u � �► C Y Y A/k 0 / 7nA A ti mr- �m ur CD t8obsi7 RiSPAULPRDBtEIer m i.Refit Is baaad orr tnPomrstlon reaeWed fro n the truss fabdcabor. w Z,Trass must be In adonsl uedallacbed RWIdoe prierto arrohq out i,�� left end;5-7-3, regsir qm=.p rorids tie W mrV support to tha tress. M 3.This raga raswrnestlM metalIusset plstesatsli jolrrt are Intact No rapalrnequirsa and oDt demaDad(enaoept=noh d)- 4,FPoId InstWod members most haws cornpkto wood to wood toritact - ¢ withorly1oo4onoMor. 0 S.Apply ad nalk so as to mid damsging.of.lambarand foosenieg of . � Olatss at joint`s. cc S.For all lumber,plates,e4ev notshown,refe►to Dwg.#TO"31491-11L - w In A � d J �O J 4 CD Ln Ur 6-4-2 t Z � LD * c [ z z z w m g1� z m � LQ rY C�et.s- 4- g Ns73ft r Rliaro R: 6�i Uc S26 U: 179 Lo EL rDS-A- L7 - 06 •' n m EU u-x-� Esw::4:3Tloxz m - c o sous Lars"=�• m �' N � r�rc Guam Typo trpau PI- Ga t Oil R t S11e®kD cv L25;42 R5 T f[ORto 11D2D4 SASS D D 31 ro Cc &Mrs&domAm l� #MrwPu1 •IItb�004V1�Na�te0.0t1� Q "' Sf�/sOrwN�Perlbpieiltuoll1%BA1M1 Aga1 m r` �m mLD HiObes: REPAIR PROBLEM: m 1.Repair Js based on kftm i dkm rew&wd ban the trans fAb etn rlwtw. i w a.Tmm mmt be in a ftlWal eNdeflected PDDIMon prior to arcrying out !,tsntites tell ears[;4-0-0.Tiaas seeds Ca be extended 6"a9116. ¢ aepeir spews.Provide bernpor'ary support to the truss, °-W 3.Tbla Mptrassaamss Uvat mete[gusset plabm at at iOlf is ana infect REPAIR SOLUTIONS! °4 and notdaansged(emept as noted). 4.retd(nstafied members must hove con fete wood to wood coated A)Attmh U4 SPF-*Z and 2x8 SP-*Z embs(shaded),to one Mos of true, with srwnet member. using 100 WINal as MdK spaced 3"04.left T C;tws rows,Wax.per row, . Cr S.Apply ail mak so meto avald data iVmg of l unab)er and iooseaing of staggered throughout,hrto RC. O plates at)olnts. ~ 6.For all Wmber,Was,etc„not Mrowz; reW to Drug.*704031492-RL Cr w Cr U) q l d J �L4 �O C4� J Q Occ CC� G 1-10-L7 U. Ln C7 C �r 2 LU (� Z' Z w 1 e In 04-9 � o N:Sre m R: 163 m v: 155 a tC -4 Kp an - - � 4-s•9 m N � Q m Scala:0.Mo'■1 d , mN ace SLek {)oars Type Spom 81-Iu Left ON RI&E on S4nafrD�oevtr8 T) FU L2 f 42 R6 4 Awsb 4 6S C S 12 0 G Ti94D31191 N .. M � waroMs�).ammo.�nwa�rw�++maoasaeo�v.�a�ie.wc��B�apnOw�venerar.+�raEto+i�raarsan�.r m i 03/25/2004 12:38 5188851341 SARATOGA LUMSR TRAD PAGE 07f07 MAR 24 2004 3:31 PM FR ROESINS ENGINEERING TO $I--SARATOGA LMHR P.07/07 v► �n a p N C �41 N La g 3 Rot S All i$ ajb a F y m 91 to e � Asa ry�p � n" t � o . � N aC �71 • Yl1lf O / 7P1I11 ** TOTAL PAGE.07 **