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2004, 10-30 Permit App BLD-04-08077 GarageSiorkane Walley 11707 E. Sprague Ave., Suite 106 Spokane Valley, WA 99206 Job Address: 10411 E 4TH AVE SPOKANE VALLEY WA 99206 Description: 25 X 30 DETACHED GARAGE Subdivision: Owner: Applicant: Address: Contractor: Address: EDGEMARK BUILDERS CHARLES KUNKEL 10411E 4TH AVE SPOKANE, WA 99212 ACCESSORY BUILDING Lot: Blk: THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Application #: BLD-04-08077 Applied: Issued: Expires: Parcel No: 45201.0720 45201.0725 Phone: (509) 922-2084 Phone: Lic No: Zoning: 10/30/2004 04/28/2005 General Information: VALUATION BUILDING HEIGHT TO PEAK DIMENSIONS # OF STORIES FRONT SETBACK REAR SETBACK LEFT SETBACK RIGHT SETBACK OCCUPANCY GROUP CONSTRUCTION TYPE STRUCTURES ON PROPERTY CURRENT PROPERTY SIZE SERVED BY SEPTIC SYSTEM WELLS LOCATED ON PROPERTY 14250 16 25 X 30 1 158 6 6 66 u-1 5-n 2 97 X 194 yes no Fees: BASIC PERMIT FEE WSBCC SURCHARGE Total Calculated: Deposits/Receipts: Total Due: 251.25 4.50 255.75 0.00 255.75 CITY OF SPOKANE VALLEY APPROVED FOR SUBMITTAL Initials / Date THIS IS NOT A RECEIPT 11/01/2004 08:02 5093241567 OCT 30 2024 10:57 FR SRHD EHS TO 3241567 PAGE 01 P. 02/03 S e 1`4.06. 11707 E. Sprague Awr., Suite 106 Spokane Valley, WA 99208 Job Address: 10411 E 4TH AVE SPOKANE VALLEY WA 99206 Description: 25 X 30 DETACHED GARAGE Subdivision: Owner: EDGEMARK BUILDERS Applicant: CHARLES KUNKEL Address: 10411 E 4TH AVE SPOKANE, WA 99212 Contractor: Address: ACCESSORY BUILDING Lot: THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Application #: BLD-04.08077 Applied: Issued: Expires: Blk: j Parcel No: 45201.0720 45201.0725 Phone: Phone: L1c No: (509) 9221084 Zoning: 1omoI2004 04128/2005 General Information, VALUATION BUILDING HEIGHT TO PEAK CWENSIONS # OF STORIES FRONT SETBACK REAR SETBACK LEFT SETBACK RIGHT SETBACK OCCUPANCY GROUP CONSTRUCTION TV'IPE STRUCTURES ON PROPERTY CURRENT PROPERTY SIZE SERVED BY SEPTIC SYSTEM WELLS LOCATED ON PROPERTY 14250 16 25X30 1 158 6 6 66 u-1 8-n 2 97 X 194 yes 110 Fees; BASIC PERMIT FEE WSBCC SURCHARGE Total Calculated: Depo®Its/Receipts: Total Due: 251.25 4.50 255.75 0.00 255 76 CITY OF SPOKANE VALLEY APPROVED FOR SUBMITTAL Initials / Daft pp� 4vw `I (a) °� _ _O WUnk..Q. Building Planning L-40.)j Alfeallada THIS IS NOT A RECEIPT NOU 01 2004 08:05 5093241567 PRGE.01 *lane PERMIT APPLICATION WORK SHEET SPOKANEVALLEY COMMUNITY DEVELOPMEN T BUILDING DIVISION 11707East Sprague Ave Ste 106 Spokane Valley, WA 99206, .. Phone: (509)688-0036 Fax: (509)688-0037 REQUIRED SITE INFORMATION - STREET ADDRESS: / q ih A -Q ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: El CONTRACTOR: PHONE: FAX: 4-7 PERMIT DESCRIPTION: <= -, . Y� . r f . jrialroaLiN*G.PERNEIT . ... OCRANGE•II!T.ITSE • .CI GRADING .D. ACT'LTRED.HOME UREEOCATIGN D-sIGN El -TENANT Q OT R.. f ! OWNER / APPLICANT INFORMATION ® OWNER:61-1. \IN\c .�` R*0 .\,,,0�S ® APPLICANT: -r-0 PHONE: FAX: PHONE:��� —oi0 ADDRESS: . `�� O �1-Q�� l ADDRESS: iQ4 CITY,STATE, ZIP ADDRESS: C!TY,.STATE, ZIP FAX: 4* CITY, STATE, ZIP ARCHITECT: PHONE: FAX: ADDRESS: CITY, STATE, ZIP WA ST CONTRACTOR LICENSE # CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT: BUILDING HEIGHT TO PEAK: 30% SLOPES ON PROPERTY: OCCUPANCY GROUP:• BUILDING DIMENSIONS:S <3Q CONSTRUCTION TYPE:S1-eQ "NUMBER OF STORIES: NUMBER of BEDROOMS: FLANKING SETBACK: FRONT SETBACK: REAR SETBACK: LEFT SETBACK: MAIN FLOOR SQ FT: 2N0 FLOOR SQFT:. UNFIN BASEMENT: STRUCTURES ON PROPERTY: FINISHED BASEMENT: CRITICAL AREAS: GARAGE: 'CURRENT. PROPERTY SIZE: COVERED DECK: CURRENT PROPERTY USE: %C?-5• DECK: CURRENT SEPTIC USE: CURRENT WELL USE: RIGHT SETBACK: IMPERVIOUS SURFACE AREA: MANUFACTURED HOME SIGN WIDTH: LENGTH: YEAR: PIT SET: MANUFACTURER: SQ FT OF SIGN: HEIGHT .OF` SIGN: # OF SIGNS: AREA OF EXIST SIGN: TYPE OF SIGN: RELOCATION FIRE SAFETY PREVIOUS ADDRESS: PROPOSED USE: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: FIREWORKS DISPLAY: BLASTING: DATE/TIME: WA STATE NON-RESIDENTIAL ENERGY CODE PLANS EXAMINER: PHONE: FAX: ADDRESS:. " . .. CITY, STATE, ZIP INSPECTOR: PHONE: FAX: ADDRESS: CITY, STATE, ZIP SPECIAL INSPECTIONS 0 BOLTING FIRM NAME: INSPECTOR(S): ®CONCRETE ® REINFORCEMENT PHONE: FAX: CI WELDING BUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: . ® YES ®NO 1S PUBLIC WATER AVAILABLE: CI YES 0 NO IF YES, WHICH WATER DIST/IRR: 1S PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO IS THE PROPERTY LOCATED WITHIN ASA: 0 YES ® NO PSSA: ❑ YES ❑ NO IF YES: ® COUNTY 0 CITY DATE: i STAFF: METHOD OF PAYMENT: CASH CHECK VISA BANKCARD#; EXPIRES: VIN # AUTHORIZED SIGNATURE. - *FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD APIfLEWAY AVE inn , 11070 1.1401 .o w tin 70 142 70 141 70 33 232 1.1314 Ao10 _ 11190 117 97 1.1312 IAA 1.1310 T an 1.1325 4fifi 89 0 1.0114 .0714 1.0723 a p 1.0725 .0715P 1.0724 97 77 174 2n _ 50 50 9711 1tn AS_ 1.1309 91 91 1.220 Q7 110 AA 07 1.1215 7 6 1.1218 1.126 0 0 1.0112 „rs.s3 i 77 00 741 14 10054 _ 11947 71n 1.1906 7717 d 41. 1.0905 97 AA 56 50 1.0833 1.0943 4'1 A A 1.1228 1 1.1117 1.11 3 g g 1.1109 10 1.0111 A QA 7A 758 55 1.0832 1.1055999 190 50 1.1051 17500 75A 5d Q700 ,/ 1.1028 229 AY 9A 1S4 AO 1.1002 v 07 54 iS b1.eing " ya W S wooror;:;jj ih1 Site iM i`ne IEtieO ice• Mllai a� ""� I is aa' i VX 1� �o 1 (7� 4 )1 c ' A,-,� t b'lo�t +o SCc<.�ISZ GENERAL NOTES 30'-5" 1 1 SIDE ELEVATION 31'-6" 10 ARCH ANCHORAGE A307 OR A36 ANCHOR BOLT WITH MINIMUM 6" EMBEDDED DEPTH AND 2" THREAD EXPOSED EXPANSION BOLTS CAN BE SUBSTITUTED FOR J-BOLTS 1/2" DIA. BOLT REQUIRED BUILDINGS LESS THAN 30'-0" WIDE 5/8" DIA. BOLT REQUIRED 30.-0" WIDE AND GREATER FIRST ANCHOR BOLT LOCATION FROM END OF FOUNDATION: • 26.5" WITHOUT MANUFACTURER'S ENDWALL • 33" WITH MANFUCTURER'S ENDWALL ARCHES AND MANUFACTURER'S ENDWALLS MUST BE. GROUTED INTO FOUNDATION ON BOTH SIDES OF PANELS. B FOUNDATION PLAN ENDWALL ANCHORAGE FIRST ANCHOR BOLT LOCATION: • SOLID ENDWALL = 9" FROM BUILDING CENTERUNE+18" C.T.C. • OPEN ENDWALL = 11" FROM OPENING+18" C.T.C. 25'-1.25" 12' FRONT ELEVATION L•i 01 In 9" REAR ELEVATION rt.\ 10" �' 12" 2-144 5" 9.5" W.W.R. 4" (min T SEC A -A —WWR 4" (min) 9" • 2", j 10" w in 6-3 3 N • 0 • • 16" I 2-#4 SEC B-B OCT 1 9 2004 1. ALL MATERIAL AND WORKMANSHIP SHALL CONFORI THE REQUIREMENTS OF THE LATEST REVISION OF INTERNATIONAL BUILDING CODE 2003. DESIGN ACCORDING TO AISI CFSC-LRFD AND WITH ANSVASCE 7-98. 2. NO LOADS OTHER THAN THOSE GIVEN UNDER "DEE DATA" BELOW SHALL BE IMPOSED ON THE "STRUC 3. SPECIFIC NOTES AND DETAILS SHOWN ON THE DR. SHALL TARE PRECEDENCE OVER THE BUILDING MA SUPPLIED. 4. THE STRUCTURAL DESIGN OF THIS BUILDING IS EV ASSEMBLY IN EXACT ACCORDANCE WITH ERECTION & INSTRUCTIONS. FAILURE TO FOLLOW THESE PIA SHALL BE THE SOLE RESPONSIBILITY OF THE EREI 5. A PROFESSIONAL ENGINEER SHOULD BE RETAINEC WHERE SITE INSPECTIONS ARE WARRANTED. FOUNDATION NOTES NOTE: THE FOUNDATION ON THE DRAWING IS A SUGGI SOLUDON ONLY. CHANGES MAY BE NECESSARY DUE TO LOCAL BUILDING REGULATIONS AND SITE CONDITIC 1. THE FOUNDATION SHALL BE FOUNDED ON NATUR) UNDISTURBED SOIL CAPABLE OF SAFELY SUSTAIN) 1000 PSF. THIS SHALL BE DESIGNED TO FULLY R ALL ROTATION AT THE BASE OF THE ARCH. 2. SLAB ON GRADE SHALL BE PLACED ON WELL COt. SOIL CAPABLE OF SUSTAINING 1000 PSF WITHOUT APPRECIABLE SETTLEMENT. DESIGN DATA (MATERIALS) 1. CONCRETE F'c - 2500 PSI 0 28 DAYS, ACI 2. REINFORCING STEEL GRADE 40, Fy = 40 KSI, AS 3. W.W.R. Fy - 65 K51, ASTM A185. W.W.R. 6 x 6 - W1.4 x W1.4 ARCH DATA 24" r ENDWALL DATA I- -I 7-1/2" 18" f 1 3 / T r 7„ 4 BOLTS: 5/16" x 18 x 3/4" GRADE 8 SAE OR ASTM STEEL PEEK GAUGE THICKNESS - 0.03 In. STEEL ROOF OFRJGE THICKNESS a 0.03 In. STEEL ERVE GAUGE THICKNESS = 0.04 In. STEEL WALL GAUGE THICKNESS = 0.03 In. - STEEL ENDWALL GAUGE THICKNESS = 0.03 In. GRLVALUME SHEET STEEL STRUCTURAL O'URLITY ASTM SPECIFICRT:OM R73 56% ALUMINUM -ZINC ALLOY (HOT DIP COATING) RSTM R792 GRADE 50A 50 KSI MINIMUM YIELD 65 KSI MINIMUM TENSLE ARCH DESIGN DATA IN ACCORDANCE WITH RNSI/R! ROOF LIVE LOAD (PSF) = 30 Pg: GROUND SNOW LORD IPSF) = 35 Ce: EXPOSURE FACTOR = 1.0 Ct: THERMAL FACTOR = 1.0 I : IMPORTANCE FACTOR (SNOW) = 0.8 CATEGORY 1/AGRICULTURAL BUILDING QS: BASIC WIND PRESSURE IPSFI = 16 V : BASIC WIND SPEED (MPH) = 90 Kh: VELOCITY PRESSURE EXPOSURE = 0.84 I = IMPORTANCE FACTOR (WIND) = 0.87 WIND EXPOSURE FACTOR = C SEISMIC ZONE 4 LEGAL NOTE ThIe drawing le the property of Future Steel Buildings Corporation. Any duplication of thin drawing in whole part le atrlctly forbidden. Anyone doing ea will be pro! under the full extent of the low. PEVSON91 SteelMoster Buildings 73 Word fW., Brampton, Ontcro, Conoco, L65 OK N,TS. EI Oct 19, 2804 ORTEI PROJECT) MODEL: P. OW PPPROVED BY1 J.B. CHECKED DYI CHUCK KUKEL OR GARY VIG SPOKANE, WR 1125'-1S'-9.376" 81-286-26: