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1979, 08-27 Permit 79-2904 Garage1 • s PLAN NUMBER APPLICATION/PERMIT SPOKANE COUNTY — BUILDING CODES DEPARTMENT NORTH 811 JEFFERSON / SPOKANE, WASHINGTON 99260 / (509) 456-3675 APPLICANT: COMPLETE NUMBERED SPACES - PRESS HARD TO MAKE 4 COPIES JOB IADD)31 F )F P vFcL1 L T BLOCK SUBDIVISION 2. WNER 3 H�it11F� D fj It i AD RESS DAc 'PA1.1 e_L Lo LF1DESIGNEj� �J. ADDRESS 6. CHANGE OF USE FROM PHONE ZZIIP� PWO'NE Z I P`/'�j7�� PONE LEGAL DESCRIPTION - SEE ATTACHED PARCEL N UM4ER/S �; �� L+�.\ — i 3 O A /34 S, Ail ACR. S Ti'AC:7 �2 Ve -RA Required Set Backs in Feet //�� 1 I North ee South ;0 Size of Parcel 2-a TO ZIP 21 TA pe Const. Occupancy r East 8� West Z6 Zone Classification aluation DWL Area Sprinklered ❑Yes ❑No ❑ Req'd. Building Area in Sq. Ft. IS Split Entry Basement Area Garage Area . /Z 1 Split Le el ,Q Storage Rancher TYPE 7. OF WORK NEW ❑ ALT. ❑ AD'N. ❑ RPL. ❑ MVE. ❑ BLD. ❑ PLMB. ❑ MECH: ❑ M.H. ❑ POOL ❑ OTHER No. Baths No. Floors No. Rooms Rec. Room CERTIFICATE of EXEMPTION Req'd. Rec'd. Not Req'd. 8. iCRIBE WORK DP VFrL ATIO . 3.©�. Uc--) Source r GAS of Utilities ELECTRIC WATER SEWER I hereby certify that I have read and examined this application and have read the "NOTICE" provisions included on reverse side, and know the same to be true and correct, All pro isions of la s and ord. ances governing this type of work will be complied with whether specified herein or no The granti ! of a per ` it does not presume to give authority to violate or cancel the provisions of any other s .te or local rel in construction or the performance�of construction. b DATE "" / — 79. SIGNATURE DEPT. SPECIAL APPROVALS REQ'D. REC'D. Env. Health Planning F/27/2 Fire Marshall Co. Engineer Utiliti es Zone Clearance SEPA Checklist SPECIAL CONDITIONS: t / DATEQ J/ —/.OFFICIAL doizizx FEES COLLECTED Single $ BuildingO Plumbing Mech. Plan Check SEPA Mobile Home Other (Specify) TOTAL Oa DATE PERMIT NUMBER 7 02* *5Q00 * 50.00 * 50,006 E *0.00 290,32 08-27-79 2 6479, WHEN MACHINE VALIDATED IN THIS SPACE, THIS BECOMES A PERMIT. 0 8 - 2 7 — 7 9 290.45 * 50,00°F- noopnUPn FnP IccIIANr.F TR AkC'.`f ►C. 4 SE.T }'fir REiMtf IN., P FOUNN F'PE..‘4 A r /(` e.3 ?� if) c_' •3 3.7cn AR. iSROAL WAY FOUND, AVE NUL. s E T Zt; C EGA b E3C.R!PTION T+-fE EA: Z e3e 74. F t; ET of THL Nc>RTH Y2_ Or TRACT ►OS or v>ER. A ExC E_PT r 4E E AT 2_5 FEET. POP-. Pki c. NA R tN s •': N �l1� SCALE 111.6 JUNE 30, ! M-SC-44 CL AP,EN<. E E, S%Mt'SON tJ C,INE_ RS N 530 9 AP ONNE. ROAD SPC74‹,RNE v44.SN'NGTC tk wAcp 11921 SLki LUE TELEPHONE: 324-1250 SPOKANE, WASH. 99214 3X6 3X4 32' 6" 30' 5X4 4X4 32' 27' 5X4 32' 6" 1.5X3 1X3 32' 6" 30' 0" .00 WEBS: 2X4 *3 HEM -FIR, FIR -LARCH, OR 80. PINE OFF -PANEL SPLICES IN THE TOP CHORD MUST BE LOCATED WITHIN 6 INCHES OF 1/4-POINTS OF PANEL LENGTH • CI o /� c= 0 o a o \o 0 0 0 o STRNDRRD= 0 = 1 oALPI Ed = TRU5S ALPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPANO BEACH;FLORIDA 33061 305-781-3333 DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS DESIGN CRITERIA UBC TC LIVE LOAD - 30.0 PSF TC DEAD LOAD - 7.0 PSF + BC DEAD LOAD - 10.0 PSF TOTAL 47.0 PSF DUR. FACTOR 1.15 SPACING 24.0" OC 4X6 3X4 3X6 3X5 3X4 32' 6" 30' 1" 23' 1" 5X6 5X5 32' 6" 30' 0" 32' 6" 30' 0" PLATE TYPE --ALPINE 32' 6" MRX 3X7 3X6 2X8 2X7 2X6 32' 6" 30' 1" 26' 9" 23' 5" 20' 1" 4 EO. TC PANELS 3 EO. BC PANELS MEASURED FROM INSIDE SCARFS MIN BRG SPAN 3.50" 32' 6" GENERAL NOTES ---miss TIC SPECIFICATIONS ON THIS DESIGN FOR LLPIBLH AND AIPINE CONNECTORS ARE FOLLOWE0,Ro UNLESS THE TRUSSES ARtE BUILT IN CUNFDAMINCE WITH "OURLItY CONTROL MANUAL' BY TRUSS PLHIE 1NSUIfLJELTPI1, THERE SHALL BE NO YfWRANrIES OF THIS DESIGN, EXPRESS OR IMPLIED. ALPINE CONNECTORS ARE mANUFACTU EO FRDM GALVANIZED STEEL MELTING TIE REOUIREMENTS OF ASIM A44S GRADE A. THEY HRE 20 GAUGE UM ESS OTHERWISE SHOWN RNO SHALL BE APPLIED ID BOTH FRCES OF TRUSS AT EACH JOINT, LOCATED HS SHOWN ON THIS DESIGN. OVERALL LENGTHS ASSUME 4" BEARING EACH ENO. BEARING VIOTHS UP TO B" MAY BE USED PERMITTING AN INCREASE IN OVERALL LENGTH UP TO 8". `+ - BOTTOM CHORD CHECKED FOR 10 PSF LIVE LOAD WARNING --- TRUSSES ALWAYS REQUIRE EXTREME CARE IN HANDLING, ERECTION AND BARGING. FOR GUIDANCE, SEE "BRACING WOOD TRUSSES:COMMENTARY RND RECOMMENDATIONS-ITP11. SEE THIS DESIGN FOR RNY ADDITIONAL SPECIFL BRACING REIXIIREMENTS. WHERE TOP AND BOTTOM CHORDS ARE NDT FULLY BRACED LATERALLY BY PROPERLY APPLIED SHEATHING OR RIGID CEILING, THEY SHALL BE BRACED RT A MAXIMUM SPACING OF 3 FEET RNO 10 FEET D.C. RESPECTIVELY. FIR LARCH OVERALL SPANS 2X4 TC 2X4 BC SSD MC-15 SSD SS MC-15 SS *1D MC-15 *1 D *1 MC-15 *1 02D MC-15 *2 D *2 MC-15 *2 32' 31' 31' 30' 31' 30' 29' 28' 29' 27' 26' 25' 6" 8" 1" 4" 2" 5" 11" 4" 5" 6" 7" 32' 32' 32' 32' 32' 31' 30' 29' 30' 28' 27' 26' 6" 6" 6" 0" 6" 8" 6" 2" 0" 7" 2" 2" LOADING 47.0/1.15 SPACING 24.0" 2X4/2X4 43WTS FI PITCH 4.0/12 SPANS TO 32' 6 " AFC-47/1.15-30 7- 24 4000443 05/08/78 COPYRIGHT 1978 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR Drawing #A306,223