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2003-034 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development-Building & Codes (518) 161-8256 CERTIFICATE . OF OCCUPANCY Permit Number: P20030034 Date Issued: Tuesday, June 03, 2003 This is to certify that work requested to be done as shown by Permit Number P20030034 has been completed. Tax Map Number: 523400-288-020-0001-020-000-0000 Location: 1172 STATE ROUTE 9 Owner: GREAT ESCAPE THEME PARK L L C Applicant: GREAT ESCAPE - MOCA JOE'S This structure may be occupied as a: By Order of Town Board Commercial Alteration TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030034 Application Number: A20030034 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE "THE FUDGE SHOP" 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. TTne of Construction Value Owner Address: GREAT ESCAPE THEME PARK L] C/O PROPERTY TAX SERVICE CO Commercial Alteration $700. 0 Total Value $700.00 2351 W NORTHWEST Hwy DALLAS, TX 75220 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-034 (FORMER TOY SHOP) WILL BE A FOOD SHOP IN INTERNATIONAL VILLAGE. "THE FUDGE SHOP" 578 SQ FT COMMERCIAL INTERIOR ALTERATION AS PER APPLICATION $69.36 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, March 24,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at th` of Q nsb ry; onday,March 24,2003 SIGNED BY ' AA& for the Town of Queensbury. Director of Building&Code Enforcement .wilding Permit Application Town of Queensbury - Dept. rf Contmclnfly Development, 742 day Road, Queensbuly, NY 126W (761-8256] Tr�'1 BUILDING & . CODE ENPORCEAIENT Oi iLI�,I Requirements prior to issuance A permit must be obtained before of this permit: PERMITFILE NO. ooeS-03�) beginning construction. No inspections will be made until applicant lists received (� Zonlag Board Actlot er 1'EIZMI'1'1%E13 PAID$ a VALID BUILDING PERMIT. A11 Area /Use a l m %&ION applicants" spaces on this application FEE PAID$ MUST be completed athd•Ilic signature F-] Planning hoard Action F r R n 7 ZtroyyE,WED D T k of the applicant-must appear cat the Sl'R / Subdivision I Otte 3 Duu�fing halxcior •a plication form. „m,t,,�, Recreation Fee PaytnentBU i OF QU N��U Applicant: ���¢ ' SCa� Owner: O ef's Address: 4�PC('M�P, t �r �d�Address: lUar a 6 if , • `7�2 P Ito 11c # # ( -----) ----- -- --- Property Location; �72_, ��i c�C Subdivision Name `/D Shy nv.e� j;(( Tax Map Number --�----� _ ,Sectio❑ Block l nt J w--JS•• �-e.J fl S 1,'l —!~'tom, /•�4 Q�. NATURE OF PROP bSED WORK: ESTIMATED MARKET VALUE- OF 11E New Building: CONSTRUCTION: $ 16,5 " residence / commercial ddition to Building: residence / commercial OCCUPANCY INFORMATION: :]��Alteration to Buildincr. Primary Building - residence / commercial' Single Family Dwelling Residence / Commerca a Two Famll.y Dwelling no change to exterior size Family Dwelling Office Other Work (describe below) Mercantile Manufacturing Other GROSS AREA OF PROPOSED STRUCTURE: If ADDITION, what will use�,G 1sL hoar. . . . . . . . sq. ft. ew a a.a, �__ t" -� of Il. ,.. u�tiuii .uts . 4nd Floor ., 7Z aq. it. Other floors . . . . . sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR. AREA: 57:7 SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building Other FEET X FEET Foundation Type: �i1rr,> fi�✓tGS��� Will any second-hand or ungraded Number of stories : 1� lumber be used? so, for what? (habitable space only) �� � 1 i'Z Height (grade to ridge) : feel- TYPE OF HEAVING SYSTEM: Number of fireplaces and/or wooa stove (circle• all which applies) to be installed: D Electric / Oil / as Wood for e Baseboard / Other Person responsible for supervision of work as regards to building codes is : _E,06A9 V rd'Y -35Zu Naive Addresss Phone Builder: © , Plumber: Pea,,A Mason: Electrician: 4rt� 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 subtnitted, area true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy'or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor drawn t scale, showing actual location of project on premises. Signature: (own r, owner's a nt, architect, contractor) COmMERCIAL FINAL INSPECTION REPORT �p Building& Code Enforcement Date inspection request received: Office No. (518)761-5256 Dept. of Community Development Town of Queensbury Arrive am/pm Depa 742 Bay Road Inspector's Initial Queensbury, NY 12804 NAIv1E G,121� C� PERMIT LOCATI A DATE — TYPE OF STRUCTURE N/A YES NO COMMENTS ChimneyP'B"VentUrect Vent location Plumbing Vent Roof Complete Exterior frtish grade complete haerior/exterior guardrails 42 in.platform/decks haiaior/exterior ballasts 4 in.spacing platformidedcs Stair handrail 34 in.-38 in. Step risers 7 3/<hn. ?,fain door 44 in. ,ill others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above graih Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250.000 BTU N/R 250.000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas fumace shut offwithin 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),'/,hour door Storage/receiving/shipping room(2 hour), 1 '/2 doors 1 '4 hour doors and closers '.hour corridor doors and closers Firewalls/frre separation,2 hour,3 hour complete Fire dampers,2 hour fire walUseparation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators U Elevator signage / Handicapped bathroom grab bars/sinkshoilets Handicapped bath/parking lot sigrage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond _-dive listening system and signage assembly space (J \ Final Electrical �� ^ Site PlanNariance required _ Final Survey,new structures .As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) �Y; Framing / Firestopping Inspection Report JAInj Office No. (518) 761-8256 Date Inspection request receive Queensbury Building& Code Enforcement Arrive: a in D a 742 Bay Road, Queensbury, NY 12804 Inspector's Init' NAME: �0� 0Z>O PERMIT#: �/�' v� LOCATION: I& 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 ::Q3 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 stopping ^ P_. Penetration sealed 16 inch insulation in cavity/n. Garage Fire Separatio/5/ inch House side %2 inch Type X Garage side 5/8 inc Ceiling/wall Windows Habitable pace/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf abov /below grade 5.0 sf gra e LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report L Office No. (518) 761-8256 Date Inspection re ece ed} Queensbury Building&Code Enforcement Arrive: p e 742 Bay Road, Queensbury, NY 12804 Inspector's Init• ls- r NAME: �l PERMIT#: 631 LOCATION: INSPECT ON: TYPE O STRUCTURE: Y N N/A COMMENTS Framing i LDv 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 Firestopping Penetration sealed i—S 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bed ours 24 in. (H) 20 in. (W) 5.7 sf above/below de 5.0 sf grade L:\SueHernin.-way\B dding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report p p ~Y 11 CW Office No. (518) 761-8256 Date Inspection re est rec Ive Queensbury Building&Code Enforcement Arrive: 7m/pm part: : � m 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini Is- NAME: P IT#: LOCATION: \ SPECT ON: — — TYPE OF STRUCTURE: b Comments Y N N/A F tin ers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. I Foundation/Wallpour j Reinforcement in Place t 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. LASueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report r Office No. (518) 761-8256 Date Inspection re received: Queensbury Building&Code Enforcement Arrive: n/pm pa an 742 Bay Road, Queensbury,NY 12804 Inspector's Ini lal NAME: ��t' PERMIT#: — LOCATION: INSPECT ON: TYPE OF STRUCTURE: N N/A PVC: R-1, -3,R-4 Drain/Ve Cast Iron Copper ra ent olnm. Plumb' Ven s in Place ough 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 COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 0 �PrJ�rJ�rJ��P�PrJ�r�rJ�rJ�rJ�rJ�r.PrJ�rJ�rJ�rJ�rJ�rJ�rJ�[Jar.Pr.J�[Pr.PcPr,.nr�[1��P[.f[J�[J�[J�rJ�rJ�[J�[J�[J�[J�[nr�rJ�[J�rJ�[J�[.J�[.nrJ�rJ�[1�[J�[J�[J�[J�[J�[P[P[.1�[n[J�[J@1� � 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5- - BUREAU --OF-EL--ECTRICITY- - - - 5 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 � 5 5 Upon the application of upon premises owned by 5 5 5C 5 GREAT ESCAPE THEME PARK LLC. *GREAT ESCAPE THEME PARK 5 5 1172 ROUTE 9 PO BOX 511 QUE SBURY, NY 12804, LAKE EORGE, NY 12854 5 5 5 n O TC G ,.RV1,2804 - 5 Located at ---- 111 7� R��!-,�-9-QJE�NSBJ,-.,-,-NY 5 Application Number: 1132156 Certificate Number: 1132156 5 5 Section: Block: Lot: Building Rprmit�003-034 BDC: A239 5 c 5 5 Described as a Commercial occupancy,wherein the pre ises electrical system consisting of c5 electrical devices and wiring, described below, located in/on the premises at: �° J 5 r 5 First Floor, ' - 21 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 2nd Day of May,2003. 55' Name QTY Rate Rating Circuit Type 5 5 Appliances and Accessories 5 5 Future Appliance Feeder 2 0 Amps 5 5 Wiring and Devices 5 5 Switch 1 0 General Purpose 5 5 Receptacle 3 0 General Purpose J Fixture - _— - — 5 Receptacle 2 0 50 Special — 5 5 5 5 5 5 5 5 Deaf 5 1 of 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the Iodation'indicated. 5 5 o ������������������������������������������������������������LrP� a 14. 53' V 3.00 Mop I.ce Coffee Station Closet Machine 0 0 5. 00' 14.00 ' D V 13.00' 18 . 00 ' 10.00 ' 3.00' A.P. L il� 0 0 3.00 ' ool 8 .89, Reg Sink Coke A.P. 29. 98 ' Capp Vonc ime .4N 3.00' Work T b e Sca1(--] 13.83' 4 13.00' 8.00 19.28' 4.00' Ew 2.00' �. 3.0 ' 3.00 ' cl' td, do 6' zS!` 3'ny, A 29.30 ' 1� GI e! Ob�eGc' JerviGe r63 V �l C m4viMum- 3 rn RECEIVE® MAR 2 0 Z003 TOWN OF QUEENSBURY BUILDING AND CODE 06/03/2003 13:28 5187937237 GREAT ESCAPE PAGE 02 MAY-13-E0a3 OB4O3A FROh1:FCSI 516-747-a518 TQ:7937E37 iJ:1�1 FIRE CONTROL SYSTEMS INC. 1.04 REYNOLDS RD.,FORT EDWARDt NY 129211 P(518)747-2,567 FAX 747.251.8 wvvwArecontrolsystemsinc.com email: infoCir),frecontrolsystemmac.co •�OCc� `��o - C>(DD -3 �' O Mr Dean Hyatt Thy:Orcat Escape Route 9 QueensbuEy,NY Re:MoLha Jue's Dear Dean "Chc alterations to the fire sprinkler sysirm that we made for the above location conform to NrPA 13. The syscen2 is on And nVerational, If yott need anythir►8 vhw,please let me krow- Sincere!y, 1 RielDt d JE.Boucher Ser-Treasurer tc: �teva�n�fth Deputy Dire Marnhull Tnwn ofQdeen.bury e SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 Existing Mezanine Floor Joist (North) L x wL R1 4 � R2 STRUCTURAL MEMBER TO BE CHECKED 2x10 SPF No.2@16"o.c. Allowable Fb=.875ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 70 INCH UNIFORM LOAD wL 0.78 KIP UNIF DIST LOAD w 0.0111 MAN R = V 0.39 KIP ANY DISTANCE x 12 INCH Vx 0.26 KIP MOM OF INERTIA 98.93 IN"4 Mmax(at x center) 6.80 KIP IN SECTION MODULUS 21.39 IN-3 Mx 3.86 KIP IN MOD OF ELASTICITY 1400 KSI DEFinax(at center) 0.03 IN DEFx 0.013006 IN maximum stress 0.32 KSI stress at list x 0.18 KSI rr, ( S.Q(f spanldeflection 2794 RATIO � 'A , .t: Pagel 255972.10 FLOOR J0IS7 TAAX SPANALS SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 Existing Mezanine Floor Joist Header (North) L x wL R1 � � R2 STRUCTURAL MEMBER TO BE CHECKED 2x10 SPF No.2 Header Allowable Fb=.875ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 93 INCH UNIFORM LOAD wL 2.23 KIP UNIF DIST LOAD w 0.024 KIPIIN R = V 1.12 KIP ANY DISTANCE X 12 INCH Vx 0.83 KIP MOM of INERTIA 98.93 IN-4 Mmax(at x center) 25.95 KIP IN SECTION MODULUS 21.39 IN-3 Mx 11.66 KIP IN MOD OF ELASTICITY 1400 KSI DEFinax(at center) 0.17 IN DEFx 0.06752 IN maximum stress 1.21 KSI stress at dist x 0.55 KSI spanideflection 551 RATIO Page 2 255972iI O ROOR JOIST MAX SPANXLS SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 Steel Carry Beam, North/South L x wL R1 � � R2 STRUCTURAL MEMBER TO BE CHECKED W12x19 Allowable Fb=22ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 168 INCH UNIFORM LOAD wL 12.26 KIP UNIF DIST LOAD w 0.073 KIPIIN R = V 6.13 KIP ANY DISTANCE X 12 INCH Vx 5.26 KIP MOM OF INERTIA 130 IN"4 Mmax(at x center) 257.54 KIP IN SECTION MODULUS 21.3 IN"3 Mx 68.33 KIP IN MOD OF ELASTICITY 29000 KSI DEFinax(at center) 0.20 IN DEFx 0.045455 IN maximum stress 12.09 KSI stress at list x 3.21 KSI spanldeflection 836 RATIO Page 1 25597 CABBY BEAM.%ES SIMPLE BEAM CONCENTRATED LOAD AT CENTER AISC CASE 7 Steel Carry Beam, East/West L x P 1 R1 R2 L/2 -0—L/2 CHECK BEAM W12x19 Summation GIVEN: CALCULATE: totals TOTAL LENGTH 161 INCH Total Unif Load 9.58 KIP CONCENTRATED LOAD F 4.7 KIP R = V 2.40 KIP F 7.87 ANY DISTANCE 60 INCH Mmax(at load pt) 193 KIP IN F 413 MOMENT OF INERTI 13fl IN-4 Mx(when x x < 1-I2) 144 KIP IN MODULUS OF ELASTISIT 29000 KSI DEFinax(at load pt) 0.110 INCH 0.268 SECTION OF MODULUS 21.3 IN"3 DEFx (when x<L/2 0.101 INCH Finax(at load pt) 9.05 KSI 19.40 Fx(when x < LI2) 6.75 KSI Span I Deflection 1457 RATIO 600 Page 1 - 25597 CARRY BEAM 2.XLS SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 Steel Carry Beam,East/West L x wL R1 � � R2 STRUCTURAL MEMBER TO BE CHECKED W12x19 Allowable Fb=18ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 161 INCH UNIFORM LOAD wL 10.95 KIP UNIF DIST LOAD w 0.068 KIP/IN R = V 5.47 KIP ANY DISTANCE X 12 INCH Vx 4.66 KIP MOM OF INERTIA 130 IN"4 Mmax(at x center) 220.33 KIP IN SECTION MODULUS 21.3 IN-3 Mx 60.79 KIP IN MOD OF ELASTICITY 29000 KSI OEFinax(at center) 0.16 IN DEFx 0.037 IN maximum stress 10.34 KSI stress at list x 2.85 KSI spanldeflection 1020 RATIO Page 1 25597 CARRY BEAM 2.XLS SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 New Floor Joist L x wL R1 � ? R2 STRUCTURAL MEMBER TO BE CHECKED 2x12 SPF No.2@12"o.c. Allowable Fb=.875ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 156 INCH UNIFORM LOAD wL 1.29 KIP UNIF DIST LOAD w 0.0083 KIPIIN R = V 0.65 KIP ANY DISTANCE X 12 INCH Vx 0.55 KIP MOM OF INERTIA 178 INA4 Mmax(at x center) 25.25 KIP IN SECTION MODULUS 31.641 INA3 Mx 7.17 KIP IN MOD OF ELASTICITY 1400 KSI DEFinax(at center) 0.26 IN DEFx 0.062503 IN maximum stress 0.80 KSI stress at dirt x 0.23 KSI span/deflection 607 RATIO Page 1 25597 FLOOR JOIST MAX SPAULS SIMPLE BEAM UNIFORMLY DISTRIBUTED LOAD AISC CASE 1 New Floor Joist L x wL R1 � � R2 STRUCTURAL MEMBER TO BE CHECKED 2x12 SPF No.2@16"o.c. Allowable Fb=.875ksi 100 psf floor loading GIVEN: CALCULATE: TOTAL LENGTH 126 INCH UNIFORM LOAD wL 1.40 KIP UNIF DIST LOAD w 0.0111 KIPIIN R = V 0.70 KIP ANY DISTANCE x 12 INCH Vx 0.57 KIP MOM OF INERTIA 178 INA4 Mmax(at x center) 22.03 KIP IN SECTION MODULUS 31.64 IN"3 Mx 7.59 KIP IN MOD OF ELASTICITY 1400 KSI DEFinax(at center) 0.15 IN DEFx 0.043781 IN maximum stress 0.70 KSI stress at dist x 0.24 KSI spanideflection 862 RATIO Page 2 25597 FLOOR JOIST MAX SPAN.ALS " a 8-572 Reference Inforncatzon I.• t. 8.2 SECTION PROPERTIES i TABLE 8.1 #` Section Properties of Standard Dressed (S4S) Sawn Lumber I X-X AXIS Y-Y AXIS �tlHt Standard Area Moment Moment t 6tCr ( y r Nominal Dressed of Section of Section of Approximate weight in pounds per linear foot(Iblft) of piece when density of wood equals: Size Size(S4S) Section Modulus Inertia Modulus Inertia p Y q b x d bxd A S,x 1x, Syy lyy inches x inches 1n2 in3 in' in3 in^ 25 Ib/tt3 30 Ib/113 35 Ib/113 40 Iblft3 45 Ib/f13 50 Iblft3 :..,,. 1 x 3 314 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 314 x 3.1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 E t5yti1: 1 x 6 3/4 x 5.1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3!4 x 7-114 5.438 6.570 23.82 0.680 0.255 0.944 1.133 1.322 1.510 1.699 1.888 L� 1 x 10 3/4 x 9.1/4 6.938 10.70 .49.47 0.867 0.325 1.204 1.445 1.686 1.927 2.168 2.409 1 x 12 3!4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930. 2 x 3 1-1/2 x 2-1/2 3.750 1.563 1.953 0.936 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2x 4 1.1/2x 3-1/2 5.250 3.053 5.359 1.313 0.984 0.911 1.094 1.276 1.458 1.641 1.823 E 2 x 5 1-1/2 x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 .1 2 x 6 1.1/2 x 5-1/2 8.250 7.563 20.80 2.063 1.547 1.432 1.719 2.005 2.292 2.578 2.865 x 3y 2 x 8 1.1/2 x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.888 2.266 2.643 3.021 3.398 3.776 + 1klc 2 x 10 1.1/2 x 9-114 13.68 21.39 98.93 3.469 2.602 2.409 2.891 3.372 3.854 4.336 4.818 2 x 12 1-112 x 11-1!4 16.68 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.668 5.273 5.859 2 x 14 1-1/2 x 13-1.4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3 x 4 2.1/2 x 3-1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3 x 5 2.1/2 x 4.1.'2 11.25 8.438 18.96 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3 x 6 2-1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3-342 3.819 4.297 4.774 j��...r;,.,.: i�•! 3 ' 3 x 8 2.112 x 7.1!4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2.112 x 9-1!4 23.13 35:65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2.1/2 x 11.114 28.13 52.73 296.6 11.72 14.65 4.883 5.859 6.836 7.813 8.789 9.766 3 x 14 2-1/2 x 13.1!4 33.13 73.15 484.6 13.60 17.25 5.751 6.901 8.051 9.201 10.35 11.50 t 3 x 16 2-1/2 x 15.1/4 38-13 96.90 738.9 15.89 19.86 6.619 7.943 9.256 10.59 11.91 13.24 #�X 4 x 4 3-1/2 x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3-1/2 x 4-1/2 15.75 11.81 26.58 9.188 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4x 6 3.1/2x 5.1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 6.016 6.684 e 1 ' 4 x 8 3-1/2 x 7-1/4 25.38 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3-1/2 x 9-114 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3.1/2 x 11-1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3-1/2 x 13-1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4 x 16 3.1/2 x 15.1/4 53.38 135.7 1034 31.14 54.49 9.256 11.12 12.97 14.83 16.68 18.53 N g11 ,•i_: 5 x 5 4.1/2 x 4-1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 4.922 5.625 6.32E 7.031 6 x 6 5.1/2 x 5-112 30.25 27.73 76.26 27.73 76.26 5.252 6.302 7.352 8.403 9.453 10.50 rtt� t1' 6 x 8 5-1/2 x 7-1/2 41.25 51.56 193.4 37.81 104.0 7.161 8.594 10.03 11.46 12.89 14.32 1'! 6 x 10 5-112 x 9-1/2 52.25 82.73 393.0 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6 x 12 5-112 x 11-1/2 63.25 121.2 697.1 57.98 159.4 10.96 13.18 15.37 17.57 19.77 21.96 6 x 14 5-1/2 x 13.1:2 74.25 167.1 1128 68.06 187.2 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5-1/2 x 15-112 85.25 220.2 1707 78.15 214.9 14.80 17.76 20.72 23.68 26.64 29.60 rr 6 x 18 5-1/2 x 17.1/2 96.25 280.7 2456 88:23 242.6 16.71 20.05 23.39 26.74 30.08 33.42 I; 6 x 20 5-1/2 x 19.1/2 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 29.79 33.52 37.24 6 x 22 5-1/2 x 21-112 118.3 423.7 4555 108;4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5-1/2 x 23.12 129.3 506.2 5948 118.5 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8 x 8 7-112 x 7-112 56.25 70.31 263.7 70.31 263.7 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7-1/2 Y. 9-1/2 71.25 112.8 535.9 89.06 334.0 12.37 14.84 17.32 19.79 22.27 24.74 I 8 x 12 7-1!2 x 11.1:2 86.25 165.3 950.5 107.8 404.3 14.97 17.97 20.96 23.96 26.95 29.95 1 �y 8 x 14 7-1/2 x 13-112 101.3 227.8 1538 126.6 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8x 16 7-1/2 x 15-1!2 116.3 300.3 2327 145.3 544.9 20.18 24.22 26.26 32.29 36.33 40.36 a F�1iR; 8 x 18 7.1/2 x 17.1/2 131.3 382.8 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8 x 20 7-1/2 x 19-1/2 146.3 475.3 4634 182.8 685.5 25.39 30.47 35.55 40.63 45.70 50.78 a $I;; I,pi,; 8 x 22 7-1/2 x 21-112 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7-1/2 x 23-1/2 176.3 690.3 Bill 220.3 826.2 30.60 36.72 42.84 48.96 •55.08 61.20 10 x 10 9-1/2 x 9-112 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 28.20 31.34 10 x 12 9-1/2 x 11-1/2 109.3 209.4 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-t r•2 x 13.1/2 128.3 288.6 1948 203.1 964.5 22.27 26.72 31.17 35.63 40.08 44.53 10 x.16 9-1/2 x 15-1/2 147.3 380.4 2948 233.1 1107 25.56 30.68 35.79 40.90 46.02 51.13 I 1• i�ai; 10 x lB 9-1/2 x 17.1/2 166.3 484.9 4243 263.2 1250 28.86 34.64 40.41 46.18 51.95 57.73 f 10 x 20 9-1!2 x 19-112 185.3 602.1 5870 293.3 1393 32.16 38.59 45.03 51.46 57.89 64.32 10 x 22 9-1/2 x 21-1/2 204.3 731.9 7868 323.4 1536 35.40' 42.55 49.64 56.74 63.83 70.92 10 x 24 9.1/2 x 23-1/2 223.3 874.4 10270 353.5 1679 38.76 46.51 54.26 1 62.01 1 69.77 1 77.52 TABLE 8.3 (Gontznued) Design values in pounds per square inch(psi) Tension Shear Compression Compression Modulus parallel parallel perpendicular parallel of Grading Species and Size Bending to grain to grain to grain to grain Elasticity Rules commercial grade classification Fy F, F Fcl F, E Agency Select Structural 1300 750 105 615 1100 1,700,000 No.1 2"-41hick 925 550 105 615 900 1,600,000 No.2 900 525 105 615 700 1,500,000 No.3 2&wider 525 300 105 615 400 1,300,000 NELMA Y 700 w ` 425 5 '*]05 r.` 615 4 ...:.450 1 30D 000. 1" __._ Construction 2"-4"thick 1050 600 105 615 925 1,400,000 Standard 575 325 105 615 725 1,300.000 Utility 2"4"wide 275 150 105 615 475 1,200,000 0 0 Select Structural 1150 675 85 820 1000 1,400,000 No.1 2"-4"thick 825 500 85 820 825 1,300,000 No.2 .800 475 85 820 625 1,200,000 No.3 2&wider 475 275 85 820 375 1,100,000 NELMA Stud 625. ` "375' f^tw85820j �400 1100000` Construction 2 4 thtck 925 ,r 550 85 rr p'- 820r' 850 1 200 000; Standard `525 300.K ,85 l r 820r _ t 650 'S 7 1 100 000'.:'.; Utili 2"4"wide 250 150. 85 �. '`•820. 425 :�1 000 000: ` ® •oo Clear Structural 1750 1000 145 650 1850 1,400,000 Select Structural 1350 800 80 650 1500 1,400,OOD Select Structural,open grain 1100 625 80 425 1100 1,100,000 No.1 2"-4"thick 975 575 80 650 1200 1,300,000 No.1,open grain 775 450 80 425 900 1,100,000 No.2 2"&wider 925 525 80 650 950 1,200,000 No.2,open grain 725 425 80 425 700 1,000,000 RIS No.3 525 300 80 650. 550 1,100,000 No.3,open grain 425 250 80 425 400 900,000 325 r 80,- 425 . 450 ;:900,Ot10_; _. Construction 2"•4"thick. 625 ;:: 475„ 80••: 425. .•925 Standard ' 450:_ 27a 80< 425` '' 725 900,000. Utili 2%4"wide' 225: 125 8O 425 475 600,000 Select Structural 2"-4"thick 1250 675 70 425 1400 1,500.000 No.i/No.2 875 425 70 425 1100 1,400,000 No.3 2&wider 50D 250 70 425 625 1,200,000 NLGA Stud 675r 425 675 11 200 000 Construction 2 4 thick 975 475 } 70 425 1350 1 300 000 Standard 550 275 r `' 70 425 1100 1;200 000 Utili 2"-4"wide. 250 125 70. :'`425 725 : 1'100000 o Select Structural 1300 575 70 335 1200 1,300,000 No.1 2"-4"thick 850 400 70 335 1050 1,200,000 No.2 750, 325 70 335 975 11100,000 NELMA No.3 2"&wider 425 200 70 335 550 1,000,000 NSLB :Stud 575 250 70 335 600 1000000 WCLIB Construction 2 4 Yhick, 850 " 375 70 335 1200; 1 000 000 W WPA Standard .475 225 70 335 000 90D 000 1 Utili 2"•4"wide 225 100 ` 70 335 . 650 `900 OOD Y. . Select Structural 1000 600 75 425 1000 1,100,000 No.1 2"-41hick 725 425 75 425 825 1,000,000 No.2 700 425 75 425 650 1,000,000 No.3 2"&wider 400 250 75 425 375 900,000 WCLIB .'Stud 325 75 425 400 WWPA Construction 7 2 4 thick 800 475 75 425 850 _900,000 . Standard -450•'::.:. 275 75 .425 ` 650 800,000> ` utility. 2"4"wide 225 125 75..: 425 425 800,000 eon Select Structural 875 400 70 335 1050 1,200,000 No.1 2"-4"thick 650 300 70 335 925 11100,000 No.2 650 275 70 335 875 1,000,000 No.3 2&wider 375 175 70 335 500 900,000 WCLIB i Stud 500 225 70 _ 335 55D 900 000 WWPA Construction '2 4 thick 725 325 70 335 10567 4110000001.. Standard 400 175 70`.-" 335 90D 900 000 Utility 2"-4"wide 200.- 75 70 335 " 60D 800,000. 6'-10 1/2"t 6'-10 1/2"f 10'-6"t ------------------------------ - ---.. .......................................... -----------�—8'-1 1 •-� .. f . i 29'-1"t SEE SECTION "A" FOR NEW SUPPORT WALL DETAILS 2x 2 SPF 0 16" .C. W/ 2 ROWS BRIDGING 5'-10"t EXISTING WALL TO REMAIN 0 >�_REMOVI EXISTING TS 3x3 STAIRS COLUMNS 4 COLUMN A EXISTING WALLS TYP TYP ) NEW BASEMENT AREA /2' W12x19 BEAM MEZZANINE ND THISRARTAEXISTING 2x12 SPF ® x12 SPF ® � (3) 2x12 SPF ® 12" / E O.C. W/ / O.C. W/ / . MEZZANINE BRIDGING AT BRIDGING AT / O.C. W/BRIDGING ROWS/ ?.x4 WALL _............... ................ MIDSPAN 13'-8": / MIDSPAN, . .... ...... ...... ....-- ....... ---- . BELOW SHADED 33'-6"f NEW 1 HR 2x6 WALL WITH / / y/ AREA TO BE 45 MIN DOOR L3x3x1/4 / I NALLED CLIP TYP / 41�1 . / MEZZANINE AND STARS TO 10'-2"t REMAIN IN THIS AREA 4 0 COLUMN 2x12 SPF ® 12 O.C./ TYP O/Z W/ 2 ROWS RIDGING L2x2x1/402" LG /J14'-1"t BRACE TYP (NOTE ` %`• X NEW SECOND FLOOR RATED AT 100 PSF CORRIDOR 12'-3 3/4"f//13 f ' 11 �• PRIOR TO ALTERATIONS OF SPRINKLER SYSTEM, DESIGN DRAWINGS WILL BE SUBMITTED. / '' `. I 2x6 WALL -..' / r� 2x6 WALL �. -7" 3'-0==t BELOW \ i _ ----._....................................................... FIRST FLOOR PLAN . �µmµ �• SECOND FLOOR PLAN ...��w_.�__...�.�.._�_. .�...�...�.., ...•.._..��......w.�... SCALE: 1 4"=1'-0" MATCH NEW FLOOR TO EXISTING 3/4" T&G UNTERLAYMENT SCALE: 1/4"=1'-0" / FLOOR ELEVATION GLUED AND NAILED 200 SPF 016"O.C. EXISTING 2x12 SPF HEADER 2x12 SPF BRIDGING 2x12 SPF W/ (2) 1/2"0 ® MIDSPAN TYP THRUBOLT ® EA. EXIST /2x12 SPF BRIDGING W12x19 W/ 2x6 SPF CAP NEW SUPPORT WALL COLUMN ® MIDSPAN TYP 1/2 THRU BOLT ® 16" O.C. 2x4 SPF ® 16" O.C. L2x2r;1/4x 6 LG. TYP EA 2x12 FLOOR JOIST ` COLUMN TYP 2x8 SPF ® 16"O.C. EXISTING REMOVE STAIRS EXISTING 2x10 SPF (3) 12d COMMON FLOOR JOIST 012" O.C. 9'-0"f 1 4 4"0 PIPE COLUMN W/ NEW SUPPORT WALL 1/2x7x7 BASEPLATE TYP 2x4 PT ® 16" O.C. EXISTING NO SPF HEADER NEW 2x1 { a 2 SPF 6 1038" IF TOWN UPC'UC...NSaURY " EXISTING 8" CMU r;t:tjEmWUAY Bt}lIDtNG DEP TMENT FOUNDATION WALL BUILDING & EPT. t "I!� ;i on our limited exarrnatios all SECTION EXISTING TS 3x3 COLUMN c� �lian�e our th 3'-10"t i3 REVIEWED BY not be construed as indicating o - - SCALE: 1/8"=1" Fans end specifications are in EXISTING FIRST FLOOR DATE c ;noiance with the code, ELEVATION w �(S•CcU/�, `�, r SECTION GREAT ESCAPE-- TOY SHOP � ,� �r� A o - - SCALE: 1/2"=1'-O" NEW FLOOR STRUCTURE N A r: CAD: Auto / pp Drawn:SSQ Scale: As SHOWN Date: 03/14/03 � 0 FOR PERMIT 03 14 03 254 HAANEN ENGINEERING, iLLP O -,� 1-1 25597-01 No. Revisions ateLag aeensbury,NNY 12e04 (518) 793-7061 Phone Rev. N