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2006, 07-28 Permit App: 06002931 CarportProject Number: 06002931 Inv: 1 Application Date: 7/28/2006 Page 1 of 2 THIS IS NOT A PERMIT Ii Penalties will be assessed for commencing work without a permit Project Information: pig....= _�.�;: �� _ &� •:. ��, Permit Use: 14X62 CARPORT W/ GUTTER 4 IN I BEAM & SUPPORTS Setbacks: Front Site Information: Plat Key: Left: Right: Rear: . mom,,- M ,- 7: Contact: ALPINE PATIO CONCEPTS Address: 9300 N MARKET C - S - Z: SPOKANE WA 99217 Phone: (509) 467 -0600 Group Name: Project Name: affiNNEASOMEr4UMZOMOMSOMMIEMEEMONSFESAMMES: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: SiteAddress: 19317 E AUGUSTA LN Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Area: 0 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: HEGENDERFER, KAREN Address: 15126 E 24TH AVE SPOKANE VALLEY, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: _n -r - Review Building Plan Review Released By: RECEIVED Septic Sys Review SPOKANE VALL.EY ^'RARTMENT OF ,Ck ,EVELOPMENi !UL 2 8 2006 Landuse /Zoning/HE Conditions 1J °Cc:, Rely Contractor: ALPINE PATIO CONCEPTS Address: 9300 N MARKET SPOKANE WA 99217 Operator: AMB Printed By: AMB Building Permit Firm: ALPINE PATIO CONCEPTS Phone: (509) 467 -0600 Print Date: 7/28/2006 ��, �te Permit Center pQ 11707 E Sprague Ave, Suite 161 E. jValley U Spokane Valley, WA 99206 (509)688 -0036 FAX: (509)6 . 037 JU L Community Development w w.s.okanevalle . 4 8 20 ora.CO1 Residential Construction Permit Application D 111] I( (I ❑ New Consti�l` c '? / ❑ Accessory Bldg Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS l q3 I 6-(4,-5 Tr} W ASSESSORS PARCEL NO: LEGAL DESCRIPTION: lUitit .tea-- ,.E.�: i Name: )1m-A. C(liLCc94,,_ Phone: Describe the scope of work in detail: l y v Z /Hu,/ ;AAAwl 61-071-)k-l- o +- ho,v.e NJc4 -L e-4 4n Name: !44rAA, f sc=n7b City: S 16.4 ,Ye Zip: (-29Z / 7 Phone: L) (,7 - )L, Fax: 7` //// C� 7 - 7 751 Lic No: 1,0°C_ Exp. Date: City Business Lic No: Cost of Project: I $ le l' 3/ `mot r`t y ik,04 , a,74 s ,,,..002K-is * * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: # OF STORIES: DIMENSIONS: MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: # OF BEDROOMS: 2 "" FLOOR SQ. FTG: GARAGW UNFIN BASEMENT SQ. FTG: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: CONSTRUCTION TYPE: DECK/COV. PATIO SO. FTG: HEAT SOURCE: 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before n-be- processed. Signature ‘,4? 66-et4e-ee Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN #: Authorized Signature: REVISED 8/252D05 7 - ZO-0 ❑ Other Name: )4 , , . , Address: ' 3 "7 4 f • c -4,, City:.. V Zip: /L.. '' 96/6 Phone: 1 -9,75 Fax: lUitit .tea-- ,.E.�: i Name: )1m-A. C(liLCc94,,_ Phone: Describe the scope of work in detail: l y v Z /Hu,/ ;AAAwl 61-071-)k-l- o +- ho,v.e NJc4 -L e-4 4n Name: !44rAA, f sc=n7b City: S 16.4 ,Ye Zip: (-29Z / 7 Phone: L) (,7 - )L, Fax: 7` //// C� 7 - 7 751 Lic No: 1,0°C_ Exp. Date: City Business Lic No: Cost of Project: I $ le l' 3/ `mot r`t y ik,04 , a,74 s ,,,..002K-is * * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: # OF STORIES: DIMENSIONS: MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: # OF BEDROOMS: 2 "" FLOOR SQ. FTG: GARAGW UNFIN BASEMENT SQ. FTG: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: CONSTRUCTION TYPE: DECK/COV. PATIO SO. FTG: HEAT SOURCE: 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before n-be- processed. Signature ‘,4? 66-et4e-ee Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN #: Authorized Signature: REVISED 8/252D05 7 - ZO-0 ❑ Other 08/02/2006 09:48 5093241567 RUE 2006 10:53 FR Project Arlin r: 06002931 Inv: 1 SRHD EHS Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 2 Contact: ALPINE PATIO CONCEPTS Permit U; c: ] 4X62 CARPORT W /GUTTER 4 IN I BEAM s` Address: 9300 N MARKET iUPpOltT6 C - S - Z: SPOKANE WA 99217 Pion: (509) 467 -0600 Setbacks: F •ont Left: Right: Group Name: Project Name: TO 3241567 Date: 7/28/2006 PAGE 01/01 P.01/03 $ite In rnition: Plat Kcy: Name: MISSION MEADOWS MI1) MFG HOME PK 123 UNITS District: East Pacetl Number: 55083.9601 Block: Lot; S teAddress: 19311 E AUGUSTA LN Owner: Name: IIEGENDERFER, KAREN Address; 15126 E 24T1E1 AVE SPOKANE VALLEY, WA 99037 Pogo 1 of 2 Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Hold: Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information' Res is w Bui.dine PI= Review [ittayklat 'f2:11^, 6led.:P. "k''.: Lanc,use/Zoning/HE Conditions its,: ConinLotoi : ALPINE PATIO CONCEPTS Addnns : 9300 N MARKET SPOKANE WA 99217 OU,eator: Alvin AUG 02 2006 11:09 Printed By: AMB Firm: ALPINE PATIO CONCEPTS Phone: (509) 467-0600 Print Date: 7/28/2006 5093241567 PAGE.01 HODGES -LAN-E-- Carl Putnam, P July 24, 2006 Thad W. Shoesler Alpine Patio Concepts, Inc. 9300 N Market Street Spokane, WA 99217 Dear Thad: Carl Putnam P.E. 3441 Ivylink Place Lynchburg, VA 24503 I am the engineer of record for the Metals USA: Engineering for Aluminum Patio Covers, Carports and Commercial Structures. These plans are standard plans and are designed so that a non design professional can easily determine the components /details required to build a structure. Alpine Patio Concepts, Inc. is a customer of Metals USA and the engineering package is applicable to all structures they build within the scope of the plans. I am licensed in 25 states and these plans are used similarly all over the country. Please contact me at (434) 384 -2514 or at carlputnam ©adelphia.net if you require further information. Sincerely, Carl Putnam, P.E. Cc: Mike Irvin EXPIRES 0,0g t/u-i“-- 0,A) 9l5 (az 44> Diamond Industries PLANNING SHEET Each Small Square Equals 3 Inches SPACE X FOR UNITS REQUIRED ADDRESS DATE OF 512 FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES SECTION DESCRIPTION STRUCTURAL CONFIGURATIONS GENERAL NOTES COMPONENTS /CONNECTION DETAILS UMNIMNO MIMI SHAWN MVMMINIWAVMMMI UMMOMONNWM '< BUILDING PRODUCTS 1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS 2.0 CONCRETE FOOTING OPTIONS NORMAL WIND AREAS 3.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADERS 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING STEEL HEADERS HIGH WIND AREAS 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES September 2, 2005 39000 -.r ni.1AL ^�,•� 2 200 ROLL FORMED PANEL PANEL FASCIA, ALUMINUM I BEAM OR OTHER STRUCTURAL HEADER ROLL FORMED PANEL PANEL JG SINGLE SPAN COVER AT LEAST [ION FOR 'TACHED WIDTH r L CUBIC F❑❑TING LEDGER BOARD 0.5' PER 12' MINIMUM SLOPE I BEAM OR OTHER STRUCTURAL HEADER MULTISPAN FREESTANDING UNIT CIRCULAR FOOTING ALL HEADERS MAY OVERHANG 30% OF POST SPACING PROJECTION '1GLE SPAN COVER ISPAN MULTIPLE SPAN HEADERS ARE ALLOWED POST T f�. ALL PANELS MAY OVERHANG 30% OF THEIR CLEARSPAN CUBIC FOOTING PATIO COVERS ARE LIMITED TO 12' HEIGHT COMMERCIAL COVERS AND CARPORTS ARE LIMITED TO 18' HEIGHT 3.5' CONCRETE SLAB (OPTIONAL) d d / SINGLE SPAN FREESTANDING UNIT 3.5' CONCRETE SLAB (OPTIONAL) Revisions wwwma rXFiH� =S PUTNAM ENGINEERING 3441 IVYLINK PLACE LYNCHBURG, VA 24503 (434) 384 -2514 CARLPUTNAMBADELPHIA.NET Aro. a CMP Chock By CMP Oat* 9/2/2005 VESTOI.DVG scow P.m / 1 OF 7 J 4'UR5' 0.871 2.440 1.420 41' 75' 0.444) 3'x24' STRUCTURAL PANEL 3004H36 ALUMINUM ASTM A -653 GRADE 40 STEEL 8.300 24.00 3.292 0.429 0.650 <1--- 3.000 4'x12' STRUCTURAL VEE PANEL 3004H36 ALUMINUM ASTM A -653 GRADE 40 STEEL 2.5'x6' FLAT PANEL 3004H36 ALUMINUM NOTES: 1. FASTEN ALL PANELS TO FASCIA WITH #10 SHEET METAL SCREWS (SMS) OR SELF DRILLING SCREWS (SDS), 2. FASTEN ALL PANELS TO OTHER HEADERS WITH #14 SMS OR SDS. 3. 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12'. 4. 105 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND HANGER PER 12' FOR ALL TRIBUTARY WIDTHS UNDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 12' 4.000 g09 - 4.000 -{ 0.125 0.125'X4'x4" POST 6063T6 ALUMINUM -0.062 I 1-1.500 a 1,500 1.5' SQ TWIN POST 3004H36 OR 6063T6 ALUMINUM H 1-1.005 0.075 6. 10 f- 3.650 -1 6' SMOOTH GUTTER 6063T6 ALUMINUM 0.188 - L 4' OR 5' SQUARE STEEL POSTS ASTM A36 0.274 - 14- 0.577 4.100 {1.702♦ - HANGERS FOR 4' PANELS 6063T6 ALUMINUM 1.299 3.000 0.075'X3'x3' POST 6063T6 ALUMINUM 0.6 R0.315 FOR 4' PANELS 6.110 1.476 - L 5 0.075 2.050 0.480 I-- 3.770 - 6' MAGNUM GUTTER 6063T6 ALUMINUM EXTRUDED ALUMINUM 5.110 0.64p 10.476...1 CLIP -R0.315 I FOR 3' PANELS 1-3 000 R0.380 -r 3.000 H f -0.872 0,062'X3'x3' MAGNUM POST 6063T6 ALUMINUM 3.662 --{ 7 I 0.062 3.600 .081 3.100 3 f-- -1.012 3.1100 - 11.7021 -- HANGERS FOR 3' PANELS 6063T6 ALUMINUM 0.075 2.050 ® 0.480 I-- 3.770 --I 5' MAGNUM GUTTER 6063T6 ALUMINUM 5.782 0.055 0.028 0.032 ALUM 0.043 STEEL 3' CLOVERLEAF POST 3004H36 ALUMINUM ASTM A -653 GRADE 40 STEEL r 1' MIN 1.812 0 05 yam. 0 0.062 AWNING RAIL 6063T6 ALUMINUM r 1' MIN 0 0 0 0 0 0 11214 0 0 0 0 1- 3.442H FASCIA SPLICES MUST BE WITHIN 12' OF A POST. 6' MAGNUM SPLICE 6063T6 ALUMINUM PUTNI 3441 LYNCI (434) CARL{ to- mock it Out' 9 1ST 1 J 12.000 I-- 3.500 —I 10.000 STEEL C BEAMS ARE 12 (0.105'), 14 (0.075') AND 16 (0.060') GAUGE THICKNESS 2.500 I- 6.000 0.750 i :AM STEEL C BEAMS ASTM A -653 GRADE 50 EACH CONTACT 1 I- BEAM),TYP. 1 TWO 3/8' BOLTS W/ 1,5' STEEL WASHER FOUR 3/8' BOLTS ONE 3/8' BOLTS FOR d =31' FOOTING TWO 3/8' BOLTS FOR d =39' FOOTING 3'x3' CLOVERLEAF STEEL POST JNECTION POST DETAIL VAID OR WA09 I BEAM C❑NNECTI ❑N 0.116 0.125 0.750 0.440 I0.12 4.000 0.085 I-- 3.000 —I 4'x3' I BEAM 6063T6 ALUMINUM 0.625 -r 3.687 j 1.200-- --] 1.000 1/2' BOLT (8 PLCS) 7'x4' I BEAM 6063T6 ALUMINUM 1.000 6.625 10.375 dT -11.750 F- 32' FOR 7' 1 BEAM 24' FOR 4' I BEAM 1.000 7' & 4' I BEAM SPLICES 6063T6 ALUMINUM LENGTHS ARE FOR FULL MOMENT SPLICES SHEAR SPLICES (WITHIN 2' OF A POST) NEED ONLY BE 8' LONG. AN ALTERNATE ALLOWABLE CONFIGURATION IS BOLTS IN A SINGLE LINE BROBBARBA FABBOBBNOB 00 0 7) o EL N m m g 0 ergs CO PUTNAM ENGINEERING 3441 IVYLINK PLACE LYNCHBURG, VA 24503 (434) 384 -2514 CARLPUTNAMBADELPHIA.NET oa.* By CMP Chock r u By CMP Bate 9/2/2005 WEST04.DWG Scale NTS ("°°' 4 of 7� SEE TABLE 7.5 FOR FASTENER SPACING STUD, CONCRETE OR MASONRY WALL HANING OR DIRECT ATTACHMENT TYPE ALUM HANGERS 1/4" LAG SCREW ,LL ATTACHMENT Y WITH 2000 N 6.6.IC EEL DR UMINUM POST 12" MIN TWO 3/8" x 9" STEEL RODS (REBAR) OR BOLTS NEAR BOTTOM OF POST. ZED FOOTING Seal with permanently flexible & waterproof sealant nuunuumuunnml mini memo. I Completely seal with permanently flexible & waterproof 1111111111111111111111111111111111 1 sealant uuIlil ' MIN S ynthet ic Stucco or SHEATHIN other non — structural covering (1" max. thick) TABLE (6)7 SPECIFIES THE ALLOWABLE DISTA CE TO FIRST ROW OF POSTS STUCCO ATTACHMENT DETAIL WITH LEDGER BOARD 2" x 6" Ledger Board 3/8' LAG SCREW 3/8' BOLT ETAIL WA42 ONE BOLT DIAM. (MIN) d ATTACHED POURED FOOTING SIMPSON A34 ANCHOR EA. EACH RAFTER OR TRUS Existing wood framing 2' thick, 24' ❑.C. D.F. Larch ,--'''' Continuous 2' �����',' fascia boar. ���... ., ATTACH WALL HANGER .,� �� Ng HILTI KWIK BOLT 3 ICC ESR -1385 OR EQUIVALENT REQUIRED FASTENING SPECS FOR SURFACE MOUNT MAX DISTANCE TO FIRST ROW OF POSTS 1" HILTI KWIK 2x4 2x6 2x8 EMBED MAX W BOLT 3 FINISH DEPTH FOOTING 13 -6" 11'_3" 7.8 DIAMETER VEST06.DVG 2x8 SIZE 6" 318" SS 2.5" d= 27" 8" 112" GALV 4.75" d= 32" 9.25" 518" GALV , 5.5" d= 37" PER DETAIL WA46 EAVE OVERHANG MAX NOTCH 1' Load SIZE MAX DISTANCE TO FIRST ROW OF POSTS 1" 20 psf 2x4 2x6 2x8 8' -6" 4-9" 2' -8" 1' -3" 0' -1 " 17' -2" 14-2' 9' -8" 5.10" 4-9" 22' -0" 22' -0" 19' -10" 14-10" 11' -6" 25 psf 2x4 6' -9" 3' -9' 2' -1" 0' -10" 0' -0" Do1i 2x6 13 -6" 11'_3" 7.8 5 -4 3-8" VEST06.DVG 2x8 19' -2" 18' -4" 15-9" 11' -10" 9' -1" 30 psf 2x4 5' -6" 3' -0' 1' -6' 0-4" 0 -4" 2x6 11' -1" 9' -2' 6' -1" 4' -1" 2 -8" 2x8 15' -9" 14-10' 12 =10' 9' -6" 7 -1" 40 psf 2x4 3' -10" 1' -10" 0 -8" 0 -2" 1-0" 2x6 7 -10' 6' -7" 4' -7 2 -7" 1' -4" 2x8 11'-4" 10' -6" 9' -3" 6' -7" 4'4" 50 psi 2x4 3' -0' 1' -3' 0' -2 0' -7" 0 -2" 2x6 5 -0" 5-0" 3' -0' 1' -7" 0 -7" 2x8 8' -9' 7' -10" 7' -1" 4-10" 3' -3" 60 psf 2x4 2 -3' 0-10' 0' -1" 0' -2' 1' -0" 2x6 4-8" 3' -10" 2' -7 1' -0" 0.1" 2x8 T -0" 6'-2' 5' -3• 3' -8" 2 -3" Revisions 1 PUTNAM ENGINEERING 3441 IVYLINK PLACE LYNCHBURG, VA 24503 (434) 384 -2514 CARLPUTNAMHADELPHIA.NET /o a 1 CMP CMP Do1i 9/2/2005 VEST06.DVG Scale NTS I 6 of 7 RCIAL AND PATIO STRUCTURES ?4" Tri Vee Panel 'e Panel Wind Speed and ad Gauge Exposure B ;f) (in) 90 110 Exposure Exposure C 90 110 0 0.020 9' -6" 9' -6" 9' -6" 9' -6" 0.020 0.025 11' -2" 11' -2" 11' -2" 11' -2" 0.025 0.032 13' -5" 13' -5" 13' -5" 13' -5" 0.032 0.040 14' -10" 14' -10" 14' -10" 14' -10" Steel 0.018 11' -8" 11' -8" 11' -8" 11' -8" 5 0.020 9' -3" 9' -3" 9' -3" 9' -3" 0.020 0.025 10' -11" 10' -11" 10' -11" 10' -11" 0.025 0.032 13' -2" 13' -2" 13' -2" 13' -2" 0.032 0.040 14' -7" 14' -7" 14' -7" 14' -7" Steel 0.018 11' -5" 11' -5" 11' -5" 11' -5" 0 0.020 8' -6" 8' -6" 8' -6" 8' -6" 0.020 0.025 10' -0" 10' -0" 10' -0" 10' -0" 0.025 0.032 12' -0" 12' -0" 12' -0" 12' -0" 0.032 0.040 13' -9" 13' -9" 13' -9" 13' -9" Steel 0.018 10' -4" 10' -4" 10' -4" 10' -4" 0 0.020 7' -4" 7' -4" 7' -4" 7' -4" 0.020 0.025 8' -8" 8' -8" 8' -8" 8' -8" 0.025 0.032 10' -5" 10' -5" 10' -5" 10' -5" 0.032 0.040 12' -2" 12' -2" 12' -2" 12' -2" Steel 0.018 8' -10" 8' -10" 8' -10" 8' -10" 0 0.020 6' -7" 6-7" 6' -7" 6' -7" 0.020 0.025 7' -9" 7' -9" 7-9" 7' -9" 0.025 0.032 9' -4" 9, -4" 9' -4" 9' -4" 0.032 0.040 10' -11" 10' -11" 10' -11" 10' -11" Steel 0.018 7' -9" 7' -g" 7' -9" 7' -9" 0 0.020 6' -0" 6' -0" 6' -0" 6' -0" 0.025 7' -1" 7' -1" 7' -1" 7' -1" 0.032 8' -6" 8' -6" 8' -6" 8' -6" 0.040 10' -0" 10' -0" 10' -0" 10' -0" Steel 0.018 6' -11" 6' -11" 6' -11" 6' -11" TABLE 1.2 NG UP TO 30% OF THEIR CLEARSPAN 4 "x12" Vee Panel (Single Span Only) Live Panel Wind Speed and Load Gauge Exposure B (psf) (in) 90 110 Exposure Exposure 90 12'- 6'',11' 14'- 10<'e'13' 17'-9.:61.-16'-5" 19'- 2' 14' -5',. C 110 -4" -6" 419' -2" ; - 14' -5" 20 Steel 0.020 0.025 0.032 0.040 0.018 12' -6" 14' -10" 17' -9" 19' -2" 14' -5" 12' -6" 14' -10" 17' -9" 19' -2" 14' -5" 25 0.020 12' -3" 12' -3" 12' -3" 11' -4" 10' -1" 0.025 14' -5" 14' -5" 14' -5'r 13' -6" 14' -0" 0.032 17' -4" 17' -4" 17' -4" 16' -5" 17' -2" 0.040 18' -10" 18' -10" 18' -10" 18' -10" Steel 0.018 14' -0" 14' -0" 14' -0" 14' -0" 30 0.020 11' -2" 11' -2" 11' -2" 11' -2" 14' -0" 0.025 13' -3" 13' -3" 13' -3" 13' -3" 16' -9" 0.032 15' -10" 15' -10" 15' -10" 15' -10" 8' -10" 0.040 17' -10" 17' -10" 17' -10" 17' -10" Steel 0.018 12' -8" 12' -8" 12' -8" 12' -8" 40 0.020 9' -8" 9' -8" 9' -8" 9' -8" 15' -5" 0.025 11' -6" 11' -6" 11' -6" 11' -6" 7' -8" 0.032 13'•9" 13' -9" 13' -9" 13' -9" 8' -10" 0.040 15' -11" 15' -11" 15' -11" 15' -11" Steel 0.018 10' -8" 10' -8" 10' -8" 10' -8" 50 0.020 8' -8" 8' -8" 8' -8" 8' -8" 6' -11" 0.025 10' -3" 10' -3" 10' -3" 10' -3" 7' -11" 0.032 12' -4" 12' -4" 12' -4" 12' -4" 10' -0" 0.040 14' -3" 14' -3" 14' -3" 14' -3" Steel 0.018 9' -4" 9' -4" 9' -4" 9' -4" 60 0.020 7' -11" 7' -11" 7' -11" 7-11" 0.024 0.025 9' -5" 9' -5" 9' -5" 9' -5" 0.032 0.032 11' -3" 11' -3" 11' -3" 11' -3" 0.040 0.040 13' -1" 13' -1" 13' -1" 13' -1" Steel 0.018 8' -3" 8' -3" 8' -3" 8' -3" Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (434) 384 -2514 carlputnamAadelphia.net TABLE 1.3 Viking 2.5 "x6" Flat Panel Live Panel Wind Speed Load Gauge Exposure B (psf) (in) 90 110 and Exposure Exposure C 90 110 20 0.020 9' -11" 9' -11" 9' -11" 8' -1" 0.024 11' -5" 11' -5" 11' -5" 10' -1" 0.032 14' -4" 14' -4" 14' -4" 14' -0" 0.040 17' -2" 17' -2" 17' -2" 17' -2" 25 0.020 9' -8" 9' -8" 9' -8" 8' -1" 0.024 11' -1" 11' -1" 11' -1" 10' -1" 0.032 14' -0" 14' -0" 14' -0" 14' -0" 0.040 16' -9" 16' -9" 16' -9" 16' -9" 30 0.020 8' -10" 8' -10" 8' -10" 8' -1" 0.024 10' -2" 10' -2" 10' -2" 10' -1" 0.032 12' -10' 12'-10'12'-10' 14' -10" 12' -10" 0.040 15' -5" 15' -5" 15' -5" 15' -5" 40 0.020 7' -8" 7' -8" 7-8" 7' -8" 0.024 8' -10" 8' -10" 8' -10" 8' -10" 0.032 11' -2" 11' -2" 11' -2" 11' -2" 0.040 13' -5" 13' -5" 13' -5" 13' -5" 50 0.020 6' -11" 6' -11" 6' -11" 6' -11" 0.024 7' -11" 7' -11" 7' -11" 7' -11" 0.032 10' -0" 10' -0" 10' -0" 10' -0" 0.040 12' -0" 12' -0" 12' -0" 12' -0" 60 0.020 6' -3" 6' -3" 6' -3" 6' -3" 0.024 7' -3" 7' -3" 7' -3" 7' -3" 0.032 9' -2" 9' -2" 9' -2" 9' -2" 0.040 11' -0" 11' -0" 11' -0" 11' -0" TABLE 1.4 Viking 2.5 "x6" Panel (Single Span Only) Live Panel Wind Speed and Load Gauge Exposure B (psf) (in) 90 110 Exposure Exposure C 90 110 20 0.020 12' -5" 10' -0" 11' -1" 8' -1" 0.024 14' -6" 12' -2" 13' -6" 10' -1" 0.032 16' -0" 16' -0" 16' -0" 14' -0" 0.040 17' -2" 17' -2" 17' -2" 17' -2" 25 0.020 12' -2" 10' -0" 11' -1" 8' -1" 0.024 14' -2" 12' -2" 13' -6" 10' -1" 0.032 15' -9" 15' -9" 15' -9" 14' -0" 0.040 16' -11" 16' -11" 16' -11" 16' -11" 30 0.020 11' -1" 10' -0" 11' -1" 8' -1" 0.024 12' -11" 12' -2" 12' -11" 10' -1" 0.032 14' -10" 14' -10" 14' -10" 14' -0" 0.040 16' -0" 16' -0" 16' -0" 16' -0" 40 0.020 9' -8" 9' -8" 9' -8" 8' -1" 0.024 11' -3" 11' -3" 11' -3" 10' -1" 0.032 13' -7" 13' -7" 13' -7" 13' -7" 0.040 14' -7" 14' -7" 14' -7" 14' -7" 50 0.020 8' -8" 8' -8" 8' -8" 8' -1" 0.024 10' -1" 10' -1" 10' -1" 10' -1" 0.032 12' -6" 12' -6" 12' -6" 12' -6" 0.040 13' -7" 13' -7" 13' -7" 13' -7" 60 0.020 7' -11" 7' -11" 7' -11" 7' -11" 0.024 9' -3" 9' -3" 9. -3" 9' -3" 0.032 11' -5" 11' -5" 11' -5" 11' -5" 0.040 12' -9" 12' -9" 12' -9" 12' -9" METALS IJSI1 BUILDING PRODUCTS Mesquite, TX 75149 (972) 285 -8811 F(972) 882 -8818 EXPIRES FEB 2 5 OO8 Page 1 of 27 H ;nVIDF DIAGRAMS AND 1 i ZING LAYOUTS FOR ;SFS, BEAMS AND ' I__MS PRIOR TO FRAMING CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE SPOKANE VALLEY BUIL 0 IN PLIANCE DIVISION V_ro