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2006, 06-15 Permit App: 06002269 CarportProject Number: 06002269 Inv: I Application Date: 6/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: PEAKED ALUMINUM CARPORT, 2x14X23, 7 IN Contact: ALPINE PATIO CONCEPTS CENTER I BEAM, GUTTER/BEAM Address: 9300 N MARKET C - S - Z: SPOKANE WA 99217 Setbacks: Front Left: Right: Rear: Phone: (509) 467-0600 Group Name: Site Information: Project Name: Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: Lot: SiteAddress: 1604 N HODGES LN Owner: Name: TORBENSON, DICK & SUE Address: 1604 N HODGES LN Location:: CSV SPOKANE VALLEY, WA 99016 Zoning: UR -7 Urban Residential -7 Water District: Hold: ❑ Area: 0 Sq Ft Width: 53 Depth: 90 Right Of Way (ft): 35 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information:. Review Building Plan Review Released By: Originally Released: 6/15/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 6/14/2006 By: Mharnois Sewer Review Released By: Originally Released: 6/14/2006 By: a_blake Permits:�.Kx,, M 3 Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002269 Inv: 1 Application Date: 6/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: ALPINE PATIO CONCEPTS Address: 9300 N MARKET SPOKANE WA 99217 Description Grp Type Notes DECK OPEN R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Building Permit Firm: ALPINE PATIO CONCEPTS Phone: (509)467-0600 Total Project: Scl Ft Valuation 644 $9,660.00 644 $9,660.00 Fee Amount $181.25 $4.50 $72.50 Permit Total Fees: $258.25 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 6/15/2006 This Application: Scl Ft Valuation 644 $9,660.00 Totals: 644 $9,660.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Total Project: Scl Ft Valuation 644 $9,660.00 644 $9,660.00 Fee Amount $181.25 $4.50 $72.50 Permit Total Fees: $258.25 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002269 Inv: I Application Date: 6/12/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: PEAKED ALUMINUM CARPORT, 2x14X23, 7 IN Contact: ALPINE PATIO CONCEPTS CENTER I BEAM, GUTTER/BEAM Address: 9300 N MARKET C - S - Z: SPOKANE WA 99217 Setbacks: Front Left: Right: Rear: Phone: (509) 467-0600 Group Name: Site Information: Project Name: Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: Lot: SiteAddress: 1604 N HODGES LN Owner: Name: TORBENSON, DICK & SUE Address: 1604 N HODGES LN Location:: CSV SPOKANE VALLEY, WA 99016 Zoning: UR -7 Urban Residential -7 Water District: Hold: ❑ Area: 0 Sq Ft Width: 53 Depth: 90 Right Of Way (ft): 35 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Revi�-- Built Landuse/Zoning/HE Conditions Sewer Review Permits: - -- -_- Building Permit - --- Contractor: ALPINE PATIO CONCEPTS Firm: ALPINE PATIO CONCEPTS Address: 9300 N MARKET Phone.: (509) 467-0600 SPOKANE WA 99217 Operator: AMB Printed By: AMB Print Date: 6/12/2006 �" ® Permit Center S 1 kerne 11707 E Sprague Ave, Suite 106 AValle Spokane Valley, WA (509)688-0037 92 y(509)688.-0036 FAX: Community Development «yv.w.sookanevalley.orcycorn Residential Construction ❑ New Construction Permit Application ❑ Addition/Remodel / Other: SITE ADDRESS i (vC /��. P oddeS W. Lt S ASSESSORS PARCEL NO: LEGAL DESCRIPTION: ❑ Accessory Bldg ❑ Deck Describe the scope of work in detail: **************The following MUST be HEIGHT TO PEAK: AFLOOR ENSIONS: MAIN FLOOR TO SQ. SQ. I FTG: BASEMENT Cost of Project: 1 — write N/A if nota cab ********************** OF STORIES: TOTAL HABITABLE SPACE: VFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: TS PATIO SQ. FTG: 30% SLOPES PROPERTY• The permitee verifies, acknowledges and agrees by their signature that: 1 If this dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Val y Prmit ermit inure too the of r a dwelling, the signatory is the property owner or has permission to represent the propertyn. property owner. is to b The in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for I review at the City of done Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or lth ocal laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before Signature Date S� Method of Payment• (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: El Other Expires: VIN#: Authorized Signature: REVISED "&=3 Olane , ;ooO Valley Community Development Permit Center 11707 E Sprague Ave Suite 106 f E i fi Spokane Valley, WA 99206 r (509)688-0036. FAX: (509)688-0037 JUN O s.. Ax��all %'-i2okanevev ori com �e� ire Residential Construction ❑ New toisi-ii�!fi�l> ']' Permit Application ❑ Addition/Remodel a Other: SITE ADDRESS I 100q ASSESSORS PARCEL NO: W LEGAL DESCRIPTION: Name: ` GL C7 lig. _ G Name: Address )G04 /�J,1 Ln r Address: 3e2o cit3':. zi : city: S 40V •v'a Phone: 9 Z Fax:6-7.. Phone• "0 Lic NoApwtz' gU,7153 - - Name: e City Business Lic No: Phone: Describe the, sscope of work in detail: Cost of Proje ct: I It -- / CL,1 tt♦ to ,T- ►3PA- - r I.�tz **************The following MUST be con HEIGHT TOZTO DIMENSIONS: MAIN FLOO. 2 FLOOR SQ. FTG: FTG: (write N/A if not # OF STORIES: o Accessory Bldg ❑ Deck zip: 99 Z / 7 Fax: ylp7- 77x1 Date: /-_3/-07 ********************* AL HABITAB -IN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30'/o SLOPES ON SQ. FTG: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: PROPERTY: SEWER OR SEPTIC? 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 Signature _�L -Date 3C/ ,� Method of Payment (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard E3 VISA Sankcard #: Expires: VIN#: ❑ Other Authorized Signature: REVISED 82SMS L r OFF to J • La7` (aD/ /V. //cid es 44n e • Dick * Sue • ; • .`.r-.. -.ter--. •-..-�.�..-..^ ^�'�. 1 • ./f +--1 ©DG -E L A 1'4 1 5—,e Z3 - - 1608 1 1 1 1 1 J[ 0 C •41100 •' 1 C • Y lir 4 1 14 77-b4z IF i ' ' � j � ( I i f I j ( i 1 IJi I �- -i- I j -I ! j -- --------- -i _ ! �- i - j -7- j ! j I- T T= - --- - • ol METALS USA: ENGINEERING FOR ALUMINUM PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES PAGES DRAWING SECTION DESCRIPTION 1 PAGE WEST01.DWG STRUCTURAL CONFIGURATIONS 1 PAGE WEST02.DWG 5 PAGES WEST03.DWG WEST04.DWG WEST05.DWG WEST06.DWG WEST07.DWG 1 PAGE 1 PAGE GENERAL NOTES COMPONENTS/CONNECTION DETAILS ULNG PRODUCTS 1.0 PANEL SPANS FOR PATIO AND COMMERCIAL STRUCTURES IN NORMAL AND HIGH WIND AREAS 2.0 CONCRETE FOOTING OPTIONS NORMAL WIND AREAS 4 PAGES 3.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING ALUMINUM HEADERS PAGES 4.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS USING STEEL HEADERS HIGH WIND AREAS 4 PAGES 5.0 POST SPACINGS FOR SOLID PANEL PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING ALUMINUM HEADERS PAGES 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS USING STEEL HEADERS 1 PAGE 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES September 2, 2005 IB EXPIRES L-REESTANDING SINGLE SPAN COVER VA of r :DTH MUST BE AT LEAST d i7 OF PROJECTION FOR L NGLE SPAN ATTACHED 'RUCTURES d (W—A) \l -W ATTACHED SINGLE SPAN COVER MAYBE MULTISPAN --ROLL FORMED PANEL PANEL ,—ROLL FORMED PANEL PANEL FASCIA, ALUMINUM I BEAM OR OTHER STRUCTURAL HEADER CIRCULAR FOOTING ALL HEADERS MAY OVERHANG 30% OF POST SPACING MULTIPLE SPAN' HEADERS ARE ALLOWED PATIO COVERS ARE LIMITED TO 12' HEIGHT COMMERCIAL COVERS AND CARPORTS ARE LIMITED TO 18' HEIGHT 3,5' CONCRETE SLAB (OPTIONAL) "ll ALL PANELS' MAY OVERHANG 30% OF THEIR CLEARSPAN d L d SINGLE SPAN FREESTANDING UNIT k04 I BEAM OR OTHER STRUCTURAL HEADER MULTISPAN FREESTANDING UNIT Sk, 1,03 POST OST CUBIC FOOTING 9 3,5' CONCRETE SLAB (OPTIONAL) EXPIRES pU-rNAM Eh 3441 IVYL LYNCHBURE (4,34) 384- CARLPOW CM on. 9) nw,— VE 71 os 3'x24' STRUCTURAL PANEL 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL / o7 o 0500 0.650 O53S0 4E60 2,419 86 3 OO 7 4'x12' STRUCTURAL VEE PANEL 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL IOTES SHEET TAL EWS FASTEN ALL PANELS TO FASCIA HEADERSWITHWITH #14ESMS ❑R RSDS (SMS) FASTEN ALL PANELS TO OTHER 90 MPH EXPOSURE B AND C REQUIRE TWO SCREWS AT THE HEADER AND 105 MPH EXPOSURE AND C EQUIRE TWO SCREWS AT THE HEADER AND 4. 1NDER 8'. ALL TRIB WIDTHS OVER 8' REQUIRE THREE SCREWS PER 1 --r 4.0 00 -1 4000 0125 0.125'X4'x4' POST 6063T6 ALUMINUM 4' 0.R 5'0.188 '0 4' OR 5' SQUARE STEEL POSTS ASTM A36 x032 `0062 til1.500 011.500 1.5' SQ TWIN POST 3004H36 OR 6063T6 ALUMINUM f---3650--1 (Z 1--3.650--1 SMOOTH GUTTER 6063T6 ALUMINUM IN.— 3El u 0.075'X3'x3' POST 6063T6 ALUMINUM 0.577 0.040 oz7a —0.250 � — ! 1.299 A 4.100 4.060 16 A 15 3.993\ `--1000 HANGERS FOR 4' PANELS 6063T6 ALUMINUM _ rxTRUDED ALUMINUM CLIP Db40 —Ra315 ' I FOR 4PANELS � 0 5.110 1.476 ` 10.4 z� 0.480J I--3.770--{ 6' MAGNUM GUTTER 6063T6 ALUMINUM 1.000 a920 2qN-A\ 0.3000 2.460 6.000 2.5'x6' FLAT PANEL 3004H36 ALUMINUM OR SELF DRILLING SCREWS (SDS), HANGER PER 12'. HANGER PER 12' FOR ALL TRIBUTARY WIDTHS 3.000-1_- .. E .O r !2I-0972 0.062'X3'x3' MAGNUM POST 6063T6 ALUMINUM -3.662-1 0.062 3.600 3.100 ( L31, 3.081 r-1.012 -{ 1.702 �-- O ',� HANGERS FOR 3' PANELS 6063T6 ALUMINUM F13R 3' PANELS Iia 0,480 - 3.770--4 5' MAGNUM GUTTER 6063T6 ALUMINUM 5.782 0.02e `R0.140 0,032 ALUM 3.000 0,043 STEEL 13 3' CLOVERLEAF POST 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL �L 0.050 0.062 O I AWNING RAIL 6063T6 ALUMINUM a 23 0 0 0 �---�-1. 14N ° "* 0 � � 1' MIM o 0 0 0 0 0 0 1-3.442—I F A FASCIASPICESMMUST BE WITHIN 12,SPLICE 6063T6 ALUMPOST ALUMINUM 61AGNUM PUTNAM El 3441 IVYL or CI Durr M E m. 9/2/ VEST seri. NTS IR 3/8' BO —' 2.500 I — 0.750 STEEL C BEAMS ARE 12 T I-3.soo—j (0105'), 14 (0.075') AND 16 (0.060') GAUGE THICKNESS —i 2.500 12.000 10.000 VA 25 26 6.000 WA 27 G I 0.750 IIII DOUBLE STEEL C BEAM STEEL C BEAMS ASTM A-653 GRADE 50 2-M10 SMS 2 EACH CONTACT CROOF PAN TO I-BEW,TYP. ROOF PAN1 4' DR 7. 1 BEAM TWO 3/8' BILTS W/ 1.5' STEEL WASHER ONE 3/8' BOLTS FOR d=31' FOOTING TWO 3/8' BOLTS FOR d=39' FOOTING 3'x3' CLOVERLEAF HEAVY DUTY BRACKET STEEL POST ALUM OR STEEL 3; I BEAM CONNECTION FOUR 3/8' BOLTS ✓L-L"� — .125 11.125 0.750 0.440 10.1251 4.000 0,085 3.000—I VA 26 4'x3' I BEAM 6063T6 ALUMINUM 0.625 T'17 3.687 31 1200 1.000 VA f-9.uuu—� 297'x4' I BEAM 6063T6 ALUMINUM -0.375 6.625 VA 32 —{ L7501— VA 1.000 33 1.000 �t/2' BOLT 1 __ ---_ C POST DETAIL B 1 BOL CUT PORTION OF VA10 OR VA09 BOTTOM F10,NCE AT POST VA 32' FOR 7' 1 BEAM 3Q 24' FOR 4' 1 BEAN I BEAM CONNECTION 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 CIAL AND PATIO STRUCTURES I" Tri Vee Panel Panel Wind Speed and Exposure d Gauge Exposure B Exposure C (in) 90 110 I 90 110 TABLE 1. ANG UP TO 30% OF THEIR CLEARSPAN Allyl 9" vPP PanPJ (Sinale Soan Onix) Live Panel Wind Speed and Exposure 0.025 11'-2" 11'-2" 11'-2" 11'-2" 8'-8"8'-8" 0.032 13'-5" '13'-5" 13'-5" 13'-5" 13'-2" 0.040 14'-10" 14'-10" 14'-10" 14'-10" Itee10.018 11'-8" 11'-8"11'-8" 11'-8" TABLE 1. ANG UP TO 30% OF THEIR CLEARSPAN Allyl 9" vPP PanPJ (Sinale Soan Onix) Live Panel Wind Speed and Exposure 0.025 10'-11" 10'-11" 10'-11" 10'-11" 8'-8"8'-8" 0.032 13'-2" 13'-2" 13'-2" 13'-2" 10'-5" 0.040 14'-7" 14'-7" 14'-7" 14'-7" 'tee 10.018 11'-5" 11'-5" 11'-5" 11'-5" 1 0.020 8'-6" 8'-6" 8'-6" 8'-6" T-9" 0.025 10'-0" 10'-0" 10'-0" 10'-0" 6'-0" 0.032 12'-0" 12'-0" 12'-0" 12'-0" 7'-1" 0.040 13'-9" 13'-9" 13'-9" 13'-9" 3teel0.018 10'-4" 10'-4" 10'-4" 10'-4" TABLE 1. ANG UP TO 30% OF THEIR CLEARSPAN Allyl 9" vPP PanPJ (Sinale Soan Onix) Live Panel Wind Speed and Exposure 0.025 8'-8" 8'-8"8'-8" 6'-7" 8'-8" 12'-6" 0,032 10'-5" 10'-5" 10'-5" 10'-5" 13'-6" 0.040 12'-2" 12'-2" 1 12'-2" 1 12'-2" 3teel0.018 8'-10" 8'-10" 8'-10" 8'-10" TABLE 1. ANG UP TO 30% OF THEIR CLEARSPAN Allyl 9" vPP PanPJ (Sinale Soan Onix) Live Panel Wind Speed and Exposure 0.020 6'-7"6'-7" -20 0.020 6'-7" 6'-7" 12'-6" 0.025 T-9" 7'-9" 7'-9" 7'-9" 13'-6" 0.032 9'-4" 9'-4" 9'-4" 9'-4" 0.040 0.040 10'-11" 10'-11" 10'-11 10'-11' Steel 0.018 7'-9" T-9" 7'-9" T-9" 0.020 6'-0" 6'-0" 6'-0" 6'-0" 0.025 7'-1" 7'-1" T-1" 7'-1" 0,032 8'-6"8'-6" 17'-4" 8'-6" 8'-6" 0.040 10'-0' 10'-0" 10'-0" 10'-0" Stee10.018 6'-11" 6-11" 6-11" 6-11" TABLE 1. ANG UP TO 30% OF THEIR CLEARSPAN Allyl 9" vPP PanPJ (Sinale Soan Onix) Live Panel Wind Speed and Exposure ,Load Gauge Exposure B W*w Exposure C (psf) (in) 90 110 90 110 -20 0.020 12'-6" 12' 12'-6" 11'-4" 0.025 14'-10" 14'- ' 14'-10" 13'-6" 0.032 IT -9" 17' 19" 1 T-9" 16'-5" 0.040 19'-2" 19'- 19'-2" 19'-2" Steel 0.018 14'-5" 14' " 14'-5" 14'-5" 25 0.020 12'-3" 12'-3" 12'-3" 11'-4" 0.025 14'-5" 14'- `14'-5" 13'-6" 0.032 17'-4" 1 T . 17'-4" 16'-5" 0.040 18'-10" 18'- 8'-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" 0.025 13'-3" 13'-3" 13'-3" 13'-3" 0.032 15'-10" 15'-10" 15-10" 15'-10" 0.040 17'-10" 17-10" 17'-10" 17'-10" Steel 0.018 12'-8" 12'-8" 12'-8' . 12'-8" 40 9'-8" 9'-8" 9'-$r ` 9'-8" 0.025 11'-6" 11'-6" 11'-6" 11'-6" 10.020 0.032 13'-9" 13'-9" 13'-9" 13'-9" 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" 0.025 10'-3" 10'-3" 10'-3" 10'-3" 0.032 12'-4" 12'-4" 12'-4" 12'-4" 0.040 14'-3" 14'-3" 14'-3" 14'-3" Steel 0.018 9'-4" 9'-4" 9'4" 9'-4" 60 T-11" T-11" T-11" T-11" 0.025 9'-5" 9'-5" 9'-5" 9'-5" 10.020 0.032 11'-3" 11'-3" 11'-3" 11-4- 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 cariputnam(M.adelphia.net z.oxo- riatranei Load Gauge Exposure B Exposure C (psf) (in) 90 110 1 90 110 20 0.020 9'-11" 9'-11" 9-11" 8'-1" 0.020 0.024 11'-5" 11'-5" 11'-5" 10'-1" 8'-1" 0.032 14'-4" 14'-4" 14'-4" 14'-0" 12'-2" 0.040 17'-2" 17'-2" 17'-2" 17'-2" 978" 8'-1" 25 0.020 9'-8" 9'-8" 16'-0" 0.024 11'-1" 11'-1" 11'-1" 10'-1" 17'-2" :032 14'-0" 14'-0" 14'-0" 14'-0" 25 0.040 16'-9" 16'-9" 16'-9" 16-9" 30 0.020 8'-10" 8'-10" 8'-10" 8'-1" 14'-2" 0.024 10'-2" 10'-2" 10'-2" 10'-1" 0.032 12'-10'12'-10'12'-10' 12'-10" 15'-9" 0.040 15-5" 15'-5" 15-5" 15-5" 40 0.020 7'-8" 7-8" T-8" T-8" 30 0.024 8'-10" 8'-10" 8'-10" 8'-10" 11'-1" 0.032 11'-2" 11'-2" 11'-2" 11'-2" 12'-11" 0.040 13'-5" 13'-5" 13'-5" 13'-5" 50 0.020 6'-11" 6'-11" 6'-11" 6'-11" 14'-10" 0.024 7'-11" T-11" 7'-11" 7'-11" 16'-0" 0.032 10'-0" 10'-0" 10'-0" 10'-0" 40 0.040 12'-0" 12'-0" 12'-0" 12'-0" 60 0.020 6-3"6'-3" 6'-3" 6'-3" 11'-3" 0.024 7'-3" 7'-3" T-3" T-3" 0.032 9'-2" 9'-2" 9'-2" 9'-2" 13'-7" 0.040 11'-0" 11`-0" 11'-0" 11'-0" { .rLeinn')';"Y i" Panel (Sinale Span Only) Live) Panel Wind Speed and Exposure Load Gauge Exposure B Exposure C (psf) (in) 90 110 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 11'-1" 10'-0" 11'-1" 8'-1" 0.024 12'-11" 12'-2" 12'-11' 10'-1" 10.020 0.032 14'-10" 14'-10" 14'-10" 14'-0" 0.040 16'-0" 16'-0" 1 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 T-11" 7'-11" T-11" 0.024 9'-3" 9'-3" 9'-3" 9'-3" 10.020,T-11" 0.032 11'-5" 11'-5" 11'-5" 11'-5" 0.040 12'-9" 12'-9" 12'-9" 12'-9" TABLE 1.3 BUILDING PRODUCTS Mesquite, TX 75149 (972) 285-8811 F(972) 882-8818 TABLE 1.5 Page 1 of 27 PROVIDE DIAGRAMS AND ENG!NEERING LAYOUTS FOR ROC,! TRUSSES, BEAMS AND FLOUR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS "APULANC,E ------rte - - �----