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20090078 Insulation confirmationPURCHASE ORDER This order is for: 2) Production ❑ Approval ❑ Permit '._ >� Customer #: Job #: ____ ATY Building Systems, Inc. p Date Received: PO #: swoLo,ma 6414 South Quebec k (, CO Coordinator: Date Required: 12/30/1899 Greenwood Village, GO 80111 1- 800 -487 -8171 6 Dist Mgr: Plant Version: V Quote #: AM188 Name: Yelm Batting Cages LLC Name: Please Advise Contact: Terri Hetland Contact: E Address: 9300 Yel Ave. C F_ Address: U) Address: t City, State, Zip: Yelm, WA 98597 U City /State /Zip: Yelm, WA 98597 N County: Thurston Phone: 360 - 485 -3360 Fax: Bldg Use Code: UnKnown Location Code: 48034 # of Sets Sealed -State Special Drawing Notes N ©Anchor Bolt 1 WA 1 ) Two sets of anchor settings and erection drawings will be ❑ Erection Dwgs ❑ sent with each order, unless otherwise requested. d© Permit Dwgs 1 Q WA 2) Projects requiring approval will be scheduled for 0 © Design Calcs 1 p WA fabrication delivery after final approval. CY ❑ Design Cert Ltr ❑ 3) If over three (3) sets of any items are required, there will © Approval Dwgs 1 p WA be additional charges 'a O ❑ Architect Special Mailing Instructions: ❑ Customer ❑ City or State Special Notes Freight Net Price F.O.B. Plant: $53,738.00 This order is subject to corrections in pricing by ATY ❑ Prepaid Building Systems, Inc. and is limited to the information ❑ Collect Freight: $0.00 contained on this order form and the building purchase Tax Information Tax: $0.00 order sketch form. Unless otherwise specifically noted, this order is based on ATY standard design, materials, and State: 0.0000 % TOTAL: $53,738.00 manufacturing methods described in ATY Building County: 0.0000 cSystem, Inc general specifications. No other information is City: 0.0000 % Deposit: ($10,700.00) U to be considered in the design or manufacture of this Other: 0.0000 U building. All orders are subject to final approval by ATY BALANCE DUE: $43,038.00 Building Systems, Inc. c m c LL Weight Lbs: 42,790.00 % Commission District Sold: District Delivered: Purchaser (Company): Authorized Signature: Title: Date: Accepted by: Title: Date: Manufacturer's Authorized Signature AM188 Printed:05:11 PM 12/23/08 Page 1 of 6 Initials: AM188 Printed:05:11 PM 12/23/08 Page 2 of 6 Initials: SHAPE Dimensional Data Primary Framing Data Width: 80.0 Bay Spacings: 520.000 Length: 100.0 Design Bay: Frame Type: RF ❑ Wide Flange FRONT SIDEWALL Eave: 14.0 FRONT SIDEWALL Col. Shape: TAPERED FRONT ROOF Slope: 1.0 BACK SIDEWALL Col. Shape: TAPERED ❑ Un- Symmetrical Rafter Shape: TAPERED FRONT SIDEWALL Girt: ZB BACK SIDEWALL Girt: ZB Int. Column Spaces: Int. Column Type: Special Serviceability Requirement ❑ Yes R) No ENDWALL FRAMING DATA LEFT ENDWALL Type: Bearing End Frame Col. Type: WF Rafter Type: CF Set Back: 0.33 Girt Type: ZF Spacings: 420.00 Corner Col. Rotated 90 Degrees? Col. Shapes: FRONT SIDEWALL BACK SIDEWALL RIGHT ENDWALL Type: Bearing End Frame Col. Type: WF Rafter Type: CF Set Back: 0.33 Girt Type: ZF Spacings: 4 20.00 Corner Col. Rotated 90 Degrees? Col. Shapes: FRONT SIDEWALL F) BACK SIDEWALL DESIGN LOADS Codes Basic Loading Building Code: Roof Live Load: 20.0 Psf ❑ Live Load Reduction 2006 International Building Code Collateral Load: None Collateral Load Type: AISC Edition: Roof Snow Load: 20.00 Floor Live Load: N/A AISC_13TH Wind Velocity: 90.0 Mph Dead Load Override: 0.00 Psf Use Code: 2 Wind Snow Exposure: C ❑ Coastal Zone Roof Snow Exposure: X Thermal Factor: X(1.00) Within 1 -mi of mean high water line in a Surface Condition: X Surface Exposure: X(1.00) hurricane -prone region? ❑ Yes Q No Importance Factor: 1.000 Bldg Envelope: FULLY CLOSED Opening Covers Designed Per Code ❑ Yes [2) No Importance Factor: 1.000 Seismic Seismic Zone: N/A Importance Factor: 1.00 Short Period Accel., Ss: 115.60 Site Class: G1 1 Second Accel., S1: 35.10 Seismic Hazard Use Grp: D Special Loading Conditions ❑ Lean -To ❑ Canopy ❑ Endwall ❑ Bracing ❑ Crane ❑ Frame ❑ Purlin ❑ Mezzanine AM188 Printed:05:11 PM 12/23/08 Page 2 of 6 Initials: AM188 Printed:05:11 PM 12/23/08 Page 3 of 6 Initials: ROOF Panel Data Purlin Data Panel: PBR -26 Type: ZB Depth: Opt. Max. Spacing: Opt. Sag Bracing Allowed Color: GALVALUME Special Spacings (Eave to Ridge) Insulation:p) Yes ❑ No FRONT ROOF: PSK -VR R19 -6 Insulation R- Factor: 19 BACK ROOF: Purlin Extensions Ext. @ LEFT ENDWALL: ❑ No Soffit ❑ Lap @ Support? Ext. @ RIGHT ENDWALL: ❑ No Soffit ❑ Lap @ Support? Bracing Bracing Type: Bays To Be Braced: UL90 Certification: No CABLE Strut Locations: Written Warranty: No WALLS Elevation Type Depth Special Spacings Base Support Girt To Match Width FRONT SIDEWALL ZB Opt. BA BACK SIDEWALL ZB Opt. BA LEFT ENDWALL ZF Opt. BA DOESN'T MATTER RIGHT ENDWALL ZF Opt. BA DOESN'T MATTER Wall Panel and Trim Panel Profile FRONT SIDEWALL BACK SIDEWALL LEFT ENDWALL RIGHT ENDWALL PBR -26 Color Color Color Color Gutter / Eave Trim: SIMPLE EAVE TRIM SIMPLE EAVE TRIM Color Color Downspouts: None None Rake Trim: BOX RAKE TRIM Color BOX RAKE TRIM Color Peak Box: BOX TRIM PEAK BOX BOX TRIM PEAK BOX Color Color Base Trim: None None None None Jamb Trim: JAMB TRIM JAMB TRIM JAMB TRIM JAMB TRIM Color Color Color Color Header Trim: HEAD TRIM HEAD TRIM HEAD TRIM HEAD TRIM Color Color Color Color Corner Trim: OUTSIDE CORNER TRIM OUTSIDE CORNER TRIM OUTSIDE CORNER TRIM OUTSIDE CORNER TRIM Color Color Color Color Part. Hght. Opening Trim: HEAD TRIM HEAD TRIM HEAD TRIM HEAD TRIM Color Color Color Color Accessories Trim: Color Color Color Color AM188 Printed:05:11 PM 12/23/08 Page 3 of 6 Initials: Bracing Data Wall Data Elevation Type Bays To Brace Sag Angles Insulation: p) Yes ❑ No ❑Base Closure ❑Corner Angle FRONT SIDEWALL CABLE ❑ Allowed PSK -VR R19 -6 g) Sheet Ledge BACK SIDEWALL CABLE ❑ Allowed Insulation R- Factor: 19 ❑ Rake Closure ❑ Eave Closure LEFT ENDWALL CABLE ❑ Allowed [�] Diaphragm Action RIGHT ENDWALL CABLE ❑ Allowed Gutters and Downspouts Rain Intensity: 4 FRONT SIDEWALL SW # of DS: ❑ 0 BACK SIDEWALL SW # of DS: ❑ 0 PRIMARY FRAMES Dsn Bay Frame Line #s Interior Column Spacings Int Col Shape 20.00 2345 BUILDING / SITE INFORMATION Structural Coating ❑Yes Is the new building located within 20 ft of an existing Structure? If "Yes" the building Site Plan must g No be completed. ❑ Yes Q No Is the new building located on the upper one -half of a hill or ridge or near the crest of an escarpment? If "Yes" Primary: Primer the topographic data shown on the building site plan must be provided. Secondary: Primer Will the new building attach to an existing building? If "Yes" the buildings Site Plan must be completed. ❑ Yes [�] No 9 9 g� 9 P Manufacturer of Existing Building: Job # of Existing Building: OPEN WALLS Elevation Open Hgt. Girts @ Opening Columns @ Opening Column Base @ Opening FRONT SIDEWALL BACK SIDEWALL LEFT ENDWALL RIGHT ENDWALL SPECIAL DEFLECTION CRITERIA Purlin Girt EW Column EW Rafter DL + (LL or SL): LL or WL or SL: Frame V Frame H Main Frames Frame Lines DL + (LL or SL) LL WL SL LL WL SL Frame #1: Frame #2: Frame #3: Frame #4: Frame #5: AM188 Printed:05:11 PM 12/23/08 Page 4 of 6 Initials: ACCESSORIES / ADDITIONS / MISCELLANEOUS ITEMS Type Qty Description FO 1 Framed Opening \ES, 10.00'(width) x 12.00'(height) x 0.00'(sill) on Front Sidewall located 22.00' from steel line, w/o Trim FO 1 ffifed Opening \ES, 10.00'(width) x 12.00'(height) x 0.00'(sill) on Front Sidewall located 62.00' from steel line, w/o Trim AC 1 WNSingle M Door Pkg AM188 Printed:05:11 PM 12/23/08 Page 5 of 6 Initials: REMARKS and NOTES Includes:Freight Gym Guard for roof and walls Stamped drawings in 7 -10 working days, building will be delivered 4 -6 weeks after the stamped drawings Hard copy of color chart will be sent out with stamped drawings AM188 Printed:05:11 PM 12/23/08 Page 6 of 6 Initials: 0 N 0 N OUESTwara CORP. 0 N 0 X— Bracing X— Bracing JOB NO: AMISS PAGE: OE 10'x 12' 10' x 12' TOP VEW BACK 9DEWALL 0 N X— Bracing X— Bracing 0 N Q Q 0 0 z o 0 z W �1 w � 2' 10' 8' 2' 10' 8' 20' 20' 20' 20' 20' 100' FRONT 9DEWALL QUESTware Corp, — Release 30 ,1B 0 N 0 N 0 N 0 X— Bracing X— Bracing 0 N 0 10'x 12' 10' x 12' OUESTware CORP. JOB NO: AMISS PAGE: OE 12 12 1 Q 86' RIGHT ENDWALL 12 12 80, LEFT ENDWALL 100, BACK 9DEWALL 10° 10, N TD 224 624 100' FRONT SIDEWALL wESTware Corp. — Release CUB