Loading...
2006, 09-19 Permit App 06003561 CarportProject Number: 06003561 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 14X58 ALUMINUM CARPORT W/ I_BEAM, Contact: ALPINE PATIO CONCEPTS BUTTER SYSTEM & POSTS 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: 005236 Name: ARMSTRONG EST Date: 9/19/2006 Page 1 of 2 District: East Parcel Number: 55083.9601 Block: SiteAddress: 19314 E COLYAR LN Location:: CSV Zoning: UR 3.5 Water District: Area: 10,711 Sq Ft Lot: Owner: Name• WALKER, GLENN Address: 19314 E COLYAR LANE SPOKANE VALLEY, WA 99016 Hold: ❑ Width: 90 Depth: 120 Right Of Way (ft): 60 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: m _. Review Building Plan Review Released By: Driveway/Approach Originally Released: 9/19/2006 By: TMELBOU Released By: Originally Released: 9/19/2006 By: amblake Landuse/Zoning/HE Conditions Released By: Sewer Review Originally Released: 9/18/2006 By: MHARNOI Released By: Originally Released: Permits: _ r Operator: AMB Printed By: AMB 9/19/2006 By: amblake Print Date: 9/19/2006 Project Number: 06003561 Inv: 1 Application Date: 9/19/2006 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 CARPORT OP R-3 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Building Permit Fain: ALPINE PATIO CONCEPTS Phone: (509) 467-0600 This Application: Total Project: Su Ft Valuation Se Ft Valuation 812 $12,180.00 812 $12,180.00 Totals: 812 $12,180.00 812 $12,180.00 Units Unit Desc 1 1 1 SELECT SELECT SELECT Permit Total Fees: Fee Amount $223.25 $55.81 $4.50 $283.56 BUILDINGS RESTRICTED TO 14 UNITS UNTIL PROPOSAL IS CONNECTED TO PUBLIC SEWER. BUILDING SETBACKS SHALL BE MEASURED 25 FEET FROM THE EDGE OF THE RESERVED FUTURE AQUISITION AREA. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: -- Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $283.56 $283.56 $0.00 $283.56 $283.56 $283.56 $0.00 $283.56 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 9/19/2006 ISPECIAL INSTRUCTIONS): Install a 70' gas service from main 18' W. CL of Henry to south out on house. Job # 295182508 Spokane moseValley Call 24 hours before inspection required Phone 509.688-0195 Fax 509.688-0037 DEPARTMENT OF PUBLIC WORKS Anticipated start date 06-06-2006 Permit # Account # ROW CONSTRUCTION PERMIT LOCATION OF PROPERTY- S. 1220 Henry Rd. (Address/Parcel #, if available) Applicant Name Avista Utilities Fax 534-2463 Address 1411 E. Mission Ave. Spokane, Wa. 99202 — Ann msc46 Phone 509-495-2244 Customer's Name Address Phone Contractor's Reg.# Expires PROJECT DESCRIPTION (Provide site sketch or plan as necessary for clarity) x Sewer Connection Driveway Curb & Gutter x Gas Installation/Repair Cable/Conduit/Pole Sidewalk Repair/Construction Water Installation/Repair Other Pavement Cut Dimensions 3x4 Bond/insurance certification must be on file with the City. Bond # Permittee Signature_AKC Approved Date I hereby authorize the City of Spokane Valley to charge the fee for this permit to my credit card. Card # Expiration Date Name of Holder Signature Fees Paid$ 25.00 (Application) (Inspection) In addition to the permit application fee of $16.00 (utility) or $25.00 (construction), inspection on each permit will be billed to the permittee at a rate of $50.00 per hour with a $25.00 (1/2 hour) minimum. Permittee signature constitutes an agreement to these terms and provisions. Init Work completed satisfactorily (Signed) Date Permit not valid until One -Call Notification Ticket # entered here Date PERMIT MUST BE KEPT ON SITE Project Number: 06003561 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 14X58 ALUMINUM CARPORT W/ I_BEAM, Contact: ALPINE PATIO CONCEPTS BUTTER SYSTEM & POSTS 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: 005236 Name: ARMSTRONG EST Date: 9/7/2006 Page 1 of 2 District: East Parcel Number: 55083.9601 Block: SiteAddress: 19314 E COLYAR LN Location:: CSV Zoning: UR 3.5 Water District: Lot: Owner: Name: WALKER, GLENN Address: 19314 E COLYAR LANE SPOKANE VALLEY, WA 99016 Hold: ❑ Area: 10,711 Sq Ft Width: 90 Depth: 120 Right Of Way (ft): 60 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Driveway/Approach [Released By: Landuse/Zoning/HE Conditions Released By: afr>er\ \ � �i,a rm, - t� _c-� v -� f-L . Sewer Review Permits: �-" Released By: Operator: AMB Printed By: AMB Print Date: 9/7/2006 Siiakane �jValley Community Development Permit Center I 1707E Sprague Ave, Sate 106 Spokane Valley, WA 99206 qrp Q (509)688-0036 FAX: (509688-0FlOr www.sookanevallev.orj. Residential Construction Permit Application SITE ADDRESS () E. IZ- 6 o New Construction o Addition/Remodel ,IOther: C4-2-Po 24- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: r Name: 1<0+ /,(341key Address: � 931 a_ CoL city:(Alter Zip::) Phone: Kee' l (96 I. Name: 7`Gt_ a J S cl .st!t2 Fax: Phone: B&4t4 _ 8060 ❑ Accessory Bldg o Deck Name: if a/,J . Q•47-r0 Address: 9}Q i. , /11�reiw-6. city: SPoY,4rt/j, ,,��Zip: 6,9 z (7 Phone: (467 - 06 00 Fax: 4i6 7- 7 75/ Lic No: ,g(f/NX 94/733Exp. Date: Q / — 08 City Business Lic No: Describe the, scope of work in detail: Cost of Project: I $ 7 9 9 '-F X �g ! Z4� (4)/ _0A 6n (.4 4 i eiZ. s ,� �.� �c d � z e+s Pa5-15 ' **************The following MUST be complete: (write N/A if not applicable)********************** icable )********************** HEIGHT TO PEAK: DIMENSIONS: I # OF STORIES: I TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: FINISHED BASEMENT SQ. FTG: # OF BEDROOMS: 2"" FLOOR SQ. FTG: GARAGE SFTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: DECK/COV. PATIO SQ. FTG: CONSTRUCTION TYPE: HEAT SOURCE: 30% SLOPES ON PROPERTY: SEWER OR SEPTIC? DISCLAIMER ' I The perrnitee 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 propertyowner 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 -I %ri. Date e-3 / - 46 Method of Payment (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #:❑Other Expires: VIN#: Authorized Signature: REVISED B25/2005 NAss %t%�LkER a rwrwwwww�www��wf frww•wwaw rwfrwwfwr►ww 25' SU WING SE.TBACK h0h w 19410 to Q J 19320 60, \com w��rA�;tr� rwfww�wfw •www�rww�wFww�rrawa 1J I 1, U M Ed E O 1• p O �V "N ---COL y m T MM 4tAiXt7 N 1 W """" ..-�-• � • 1 W m co m �..� »... „j .. ...... ... -«.qtr —7 "Y 1 T0'30tid 8E:60 900E Be d3S ALPINE HOME PRODUCTS, LLC 9300 N. MARKET ST. SPOKANE, WA 99217 PH # (509) 467-0600 FAX # (509) 467-7751 Toll Free 1-877-WE SHADE (937-4233) SEND TO FROM Attention 4 N4?i -1+a p4AX COVER SHEET FAX ORDER SHEET Date 9-0— 66 Fax Number P.O. F Urgent Please Comment $4 Please Review Reply ASAP *-Fax Received Confirmation Total pages, including this page. 7— COMMENTS r`,RI,l L£/� tt ,TDB — COn/Ctzp,4-,e BC�n✓def /6 lid XHd 13CH3SH1 dH WHE0:6 900e 80 daS • Carl Putnam P.E. • 3441 Ivylink Place • Lynchburg, VA 24503 C rl P July 24, 2006 utnam, P Thad W. Shoesler Alpine Patio Concepts, Inc. 9300 N Market Street Spokane, WA 99217 Dear Thad: 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(D,adelphia.net if you require further information. Sincerely, Carl Putnam, P.E. Cc: Mike Irvin / FREESTANDING SINGLE SPAN COVER I- WIDTH MUST D[ATLEAST 75% OF PROJECTION FOR SINGLE SPAN ATTACHED STRUCTURES ATTACHED SINGLE SPAN COVER MAY BEMULT0PAN ROLL FORMED PANEL PANEL POST V. ' FASCIA, ALUMINUM { BEAK OR OTHER STRUCTURAL HEADER . --CIRCULAR FOOTING LEDGER BOARD oo^ PER zz^ MBQNUN SLOPE ALL HEADERS MAY OVERHANG 30t 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^ CowcncTs SLAB (OPTIONAL) ROLL FORMED PANEL PANEL ALL PANELS MAY OVERHANG 30% OF THEIR CLEARSPAN SINGLE SPAN FREESTANDING UNIT � l BEAM OR OTHER STRUCTURAL *[ooER moomwAN FREESTANDING UNIT POST `~�d"% 3~ CUDlC FOOTING ~ ] 2 � u let c � F � 3.5'CONCRETE 0.871 1.420-J----J 24.00 3.292 81444 Jl 3'x24' STRUCTURAL PANEL 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL 8.300 0.429 440 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 4.000- 0.125 0.125'X4'x4' POST 6063T6 ALUMINUM I LE1.500 E 1.500 1.5' SQ TWIN POST 3004H36 OR 6063T6 ALUMINUM —' I-1.005 F. 0.075 6. 10 f--3650—{ 6' SMOOTH GUTTER 6063T6 ALUMINUM 4'OR5' L 0.188— 3.00L0 4' OR 5' SQUARE 0.075'X3'x3' POST STEEL POSTS ASTM A36 6063T6 ALUMINUM 0.274 0,577 4.100 --{ HANGERS FOR 4' PANELS 6063T6 ALUMINUM EXTRUDED ALUMINUM CLI' --RO 315 FOR 3' PANELS 6.110 0.640 [—R0.315 _ FOR 4' PANELS 1.476 -r 2. 0.075- 150 21 0.480J--3.770-1 6' MAGNUM GUTTER 6063T6 ALUMINUM x� 5.�10 ©0.480-I I— 3,77o 5' MAGNUM GUTTER 6063T6 ALUMINUM R0.380 - 3.000 -{ 3.000 --I I-- 0.872' 0.062'X3'x3' MAGNUM POST 6063T6 ALUMINUM 3.1 HANGERS FOR 3' PANELS 6063T6 ALUMINUM 5.782--i-0.055 0.028 0.032 ALUM 0.043 STEEL 3' CLOVERLEAF POST 3004H36 ALUMINUM ASTM A-653 GRADE 40 STEEL 1' ION tee 2-3.442 _L [.062 0.050 AWNING RAIL 6063T6 ALUMINUM FASCIA SPLICES MUST BE WITHIN 12' OF A POST. 6' MAGNUM SPLICE 6063T6 ALUMINUM STEEL POST FOUR 3/8' BOLTS —I 2400 f -I 1.70 12.000 10.000 —35oo--I STEEL C BEAMS ARE 12 (0,105'), 14 (0.075') AND 16 (0,060') GAUGE THICKNESS 0.750 DOUBLE STEEL C BEAM STEEL C BEAMS ASTM A-653 GRADE 50 2-N10 SHS B EACH CONTACT (ROOF PAN TO 1-BEAM),TYP, ROOF PANEL 4' OR 7 1 BEAN LII HEAVY DUTY BRACKET ALUM OR STEEL TWO 3/8' BOLTS W/ 1.5' STEEL WASHER ONE 3/8' BOLTS FOR d=31' FOOTING TWO 3/8' BOLTS FOR d=39' FOOTING 3'x3' CLOVERLEAF STEEL POST I BEAM CONNECTION FOUR 3/8' BOLTS POST DETAIL WAIO OR WA09 I BEAM CONNECTION 0.125 174407 4.000 L 1--3.000--1 0.116 ice -1- 0.750 L 0.125 0.085 4'x3' I BEAM 6063T6 ALUMINUM "0.625 TAT 3.687 1.200- ----I 1.000 1/2' BOLT (8 PLCS) --II--0.125 f4001I' 0.125 7.000 0.115 0.7so �-- 4.000 1—r 7`x4' I BEAM 6063T6 ALUMINUM 1.000l _}_ I-1.000 II T ,T 6.625 n --{ 1.75o I-- 10.375 0 32' FOR 7' I BEAM 24' FOR 4' I BEAM 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 MMERCIAL AND PATIO STRUCTURES 3"x24" Tri Vee Panel Live Panel Wind Speed and Load Gauge Exposure B (psf) (in) 90 110 Exposure Exposure C 90 110 20 0.020 9'-6" 9'-6" 9'-6" 9'-6" 0.025 11-2" 11'-2" 11'-2" 11'-2" 0.032 13'-5" 13'-5" 13'-5" 13'-5" 0.040 14'-10" 14'-10" 14'-10" 14.-10" Steel 0.018 11'-8" 11-8". 11'-8" 11'-8" 25 0.020 9'-3" 9'-3" 9'-3" 9'-3" 0.025 10'-11" 10'-11" 10'-11" 10'-11" 0.032 13'-2" 13'-2" 13'-2" 13'-2" 0.040 14'-7" 14'-7" 14'-7" 14'-7" Steel 0.018 11'-5" 11'-5" 11-5" 11'-5" 30 0.020 8'-6" 8'-6" 8'-6" 8'-6" 0.025 10'-0" 10.-0" 10'-0" 10'-0" 0.032 12'-0" 12'-0" 12'-0" 12'-0" 0.040 13'-9" 13'-9" 13'-9" 13'-9" Steel 0.018 10.-4" 10'-4" 10'-4" 10'-4" 40 0.020 7'-4" 7'-4" 7'-4" 7'-4" 0.025 8'-8" 8'-8" 8'-8" 8'-8" 0.032 10'-5" 10'-5" 10'-5" 10'-5" 0.040 12'-2" 12-2" 12'-2" 12'-2" Steel 0.018 8'-10" 8'-10" 8'-10" 8'-10" 50 0.020 6'-7" 6'-7" 6'-7" 6'-7" 0.025 7'-9" 7'-9" 7'-9" 7'-9" 0.032 9'-4" 9'-4" 9'-4" 9'-4" 0.040 10'-11" 10'-11" 10'-11" 10'-11" Steel 0.018 7'-9" 7'-9" 7'-9" 7'-9" 60 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" Stee10.018 6'-11" 6'-11" 6'-11" 6'-11" TABLE 1.2 HANG 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 C 90 110 20 0.020 12'-6" 12'-6" 12'-6" 11'-4" 0.025 14'-10" 14'-10" 14'-10" 1 0.032 17'-9" 17'-9" 17'-9" 16' 0.040 19'-2" 19'-2" 19'-2" 1 - Stee10.018 14'-5" 14'-5" 14'-5" 1 ;fit 25 0.020 12'-3" 12'-3" 12'-3" 11-4' 0.025 14'-5" 14'-5" 14'-5" 1'`' 0.032 17'-4" 17-4" 17'-4" 16'4" 0.040 18'-10" 18'-10" 18'-10" 18.-10" Steel 0.018 14'-0" 14'-0" 14'-0" 14`' ' 30 0.020 11-2" 11'-2" 11'-2" - 11.--1. 0.025 13'-3" 13'-3" 13'-3" 13'- " 0.032 15'-10" 15'-10" 15'-10" 15'-10" 0.040 17'-10" 17'-10" 17'-10" 17'-10" Steel0.018 12-8" 12'-8" 12'-8" 12'-8" 40 0.020 9'-8" 9'-8" 9'-8" 9'-8" 0.025 11'-6" 11'-6" 11-6" 11'-6" 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 0.020 7'-11" 7'-11" 7'-11" 7'-11" 0.025 9'-5" 9'-5" 9'-5" 9'-5" 0.032 11'-3" 11'-3" 11'-3" 11'-3" 0.040 13'-1" 13'-1" 13'-1" 13'-1" Steel 0.018 8'-3" 8'-3" 8'-3" 8'-3" 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 0.024 0.032 0.040 9'-11" 11-5" 14'-4" 17'-2" 9'-11" 11.-5" 14'-4" 17'-2" 9'-11" 11'-5" 14'-4" 17'-2" 8'-1" 10'-1" 14'-0" 17'-2" 25 0.020 0.024 0.032 0.040 9'-8" 11'-1" 14'-0" 16.-9" 9'-8" 11'-1" 14'-0" 16'-9" 9'-8" 11'-1" 14'-0" 16'-9" 8'-1" 10'-1" 14.-0" 16'-9" 30 0.020 0.024 0.032 0.040 8'-10" 10'-2" 12-10' 15'-5" 8'-10" 10'-2" 12-10' 15'-5" 8'-10" 10'-2" 12'-10' 15'-5" 8'-1" 10'-1" 12'-10" 15'-5" 40 0.020 0.024 0.032 0.040 7'-8" 8'-10" 11'-2" 13'-5" 7'-8" 8'-10" 11'-2" 13'-5" 7'-8" 8'-10" 11'-2" 13'-5" 7'-8" 8'-10" 11'-2" 13'-5" 50 0.020 0.024 0.032 0.040 6'-11" 7'-11" 10'-0`' 12'-0" 6'-11" 7'-11" 10'-0" 12'-0" 6'-11" 7'-11" 10'-0" 12'-0" 6'-11" 7'-11" 10'-0" 12'-0" 60 0.020 0.024 0.032 0.040 6'-3" 7'-3" 9'-2" 11'-0" 6'-3" 7'-3" 9'-2" 11'-0" 6'-3" 7'-3" 9'-2" 11-0" 6'-3" 7'-3" 9'-2" 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 Exposur ,Exposu 90 20 0.020 0.024 0.032 0.040 12'-5" 14'-6" 16'-0" 17'-2" 10'-0" 12-2" 16'-0" 17'-2" 11'-1" 13'-6" 16'-0" 17'-2" f 1 1 1 25 0.020 0.024 0.032 0.040 12'-2" 14'-2" 15'-9" 16'-11" 10'-0" 12-2" 15'-9" 16'-11" 11-1" 13'-6" 15'-9" 16'-11" E 1, 1. 18 30 0.020 0.024 0.032 0.040 11-1" 12'-11" 14.-10" 16'-0" 10'-0" 12'-2" 14'-10" 16'-0" 11-1" 12'-11" 14'-10" 16.-0" 8 11 1, 1( 40 0.020 0.024 0.032 0.040 9'-8" 11-3" 13'-7" 14'-7" 9'-8" 11-3" 13'-7" 14'-7" 9'-8" 11-3" 13'-7" 14'-7" 8 1( 1: 1 i 50 0.020 0.024 0.032 0.040 8'-8" 10'-1" 12'-6" 13'-7" 8'-8" 10'-1" 12'-6" 13'-7" 8'-8" 10'-1" 12'-6" 13'-7" 8 1( 1: 1: 60 0.020 0.024 0.032 0.040 7'-11" 9'-3" 11'-5" 12'-9" 7'-11" 9'-3" 11'-5" 12-9" 7'-11" 9'-3" 11'-5" 12'-9" 7'. 9 11 14- Putnam Engineering 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnamg)adelph ia. net mErALsusA BUILDING PRODUCTS Mesquite, TX 75149 (972) 285-8811 F(972) 882-8818 TABLE EXPIRES FBI Page 1 o PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COYtE COMPLIANCE SPOKANE VALLEY BIDILDIN DIVISION T� q 1t�d°