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1988, 10-27 Permit: 88003448 Carport SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY W. 1303 BROADWAY AVENUE SPOKANE, WASHINGTON 99260 (509) 456-3675 I certify that I have examined this permit and state that the information contained in it and submitted by me or my agent to compile said permit is true and correct.In addition,I have read and understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and agree to comply with same.All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.I understand that the issuance of this permit and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to give authority to violate or cancel the provisions of any state or local law regulating construction,or as a warranty of conformance with the provisions of any state or local laws regulating construction. SIGNATURE OF APPLICATION OWNER OR AGENT HATE RROjECT NUMBER- 88003448 DATE- 10/27/88 PAGE- OI T.UHFD PERMIT SITE:' STREET- 15321 E 1TH AVE PARCEL4- 23544-4504 PERMIT USE- CARPORT .... . T.A..... REVIOUS ADD 003204 PLAT BLOCK- i LOT- 4 ZONE- AREA= 00010000 ESA- F WIDTH- 80 DEPTH- 125 R/W= 5C jOHNSUN : UYNIMTA PHONE- 509 922 8980 CONTACT NAME= OWNER .. .. .. .. .. .. .... ........ .. ..:. .... .. .. :: . •:j i'S i .:;j.:ii.moi.:{{.:;.•:' ::2.:{;:. .:: .i{;:{{: CONTRACTOR- ClAINER PHONE- NEW., .. . ..... ..... DWELL UNITE= OCCUP ,. LD- REQ PRKING DESCRIPTION GROUP IffL VALUATION ITEM DESCRIPTION QUANTITY AMUUNI VALUAIIUN STATE SURCHARGE 7.L. 50 .. :�.::..z..:::..:,..r.'.::l.::'. i.z:':`r?:::.�� i!(•/:';.1-.`�'• ::{.Vii.:!i.:!(.:{(..;!:.(.yi.: ....":i{"!{"!t':`. .. ..._{{..{�.!,..!{..{;..{;... 23 , 50 BUILDING PERMIT ................................................ lNSp ' ID /}��~ ^ . �o�° DATE * /16;41 | D . � p . . U U . M g . G M ` ` E � C ^ ` A N . { ` A L � . 0 T ' H R ` * * * * * * * * * * THIS SPACE FOR COMMERCIAL PLANS TRACKING / CERTIFICATES OF OCCUPANCY ONLY* * * * * * * * * * Date received for C/o processing: Plans pulled for final processing': Conditions to check: Conditions resolved: Temporary C/O requested (y/n) Certificate of Occupancy issued: Received application: By: Approval granted: By: Ninety days after C/O issuance: Owner/contractor called regarding the return of plans: Date: Plans returned: Received by: No response from owner/contractor - plans destroyed: Notes: SPOKANE COUNTY PLANNING DEPARTMENT APPLICATION FOR ADMINISTRATIVE ACTION Date: /0/a-7/�F Application No. .g. - ci,7-X Y Name of Applicant: i-y ,/ti/ee 7;hi-I .00 Street Address of Applicant: /r 3 Z/ 974' dve City: - azertre • State: Zc- Zip Code: 17037 Tele. 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".• . : .. 1 •• • ••• ........- • •• • . .. • ,.,/6. 41..."....."Z:1 •41• 5 • • . . .... . , • . . . , . ••... . • • • WEB NOTES o . . 0 /� c„ r= o o + 3X6 34 ' 6" WEBS2X4 #3 HEM-FIR, FIR-LARCH, OR o CD o \o 0 0 0 3X4 30' 0" SO. PINE. = =STANDARD= o = -. .. _ o O O / \O o O o O C=1 0ALP I NE- 00 0 SYM o �, TRUSS o 7 FI53UT 5X5 34' 6" ALPINE ENGINEERED PRODUCTS,INC. 5X4 34'• 0'-- P.O. BOX 2225 1141400 , POMPANO BEACH,FLORIDR 33061 305-781-3333 Al ! LOCATE TOP CHORD OFF-PANEL SPLICE 5X5 34' 6" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA UBC 4X4 30' 0" TC LIVE LOAD = 30.0 PSF DASHES SHOW TC DEAD LOAD = 7.0 PSF E_3 1 .5X4 34' 6" DIRECTION OF 11 `��y/' *+ BC DEAD LOAD - 10.0 PSF HOLES I Will _1X3 28' 7" ELONGTN AED A TOTAL = 47.0 PSF OUR. FACTOR 1. 15 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.0" Og. LOU1FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC L' 2400F-2.0E 34' 6" 34' 6" L•_...-"r-12250F-1.9E 33' 7" 34' 5" — — r 4 EQ. TC PANELS 2100F-1.8E 32' 8" 33' 1" n 4X4 34' 6" 3 EQ. BC PANELS 1950F-1.7E 31' 8" 31' 7" S 3X5 33' 8" MEASURED FROM R 3X4 26' 0" 3X7 34' 6" INSIDE SCARFS 1800F-1.6E 30' 6" 30' 0" 3X6 30' 8" 1650F-1.5E 28' 11" 28' 5" 2X8 27' 4" 1450F-1 .3E 26 ' 9" 26' 0" E=74?7: 1 2X7 24 ' 0" MIN BRG SPAN 55 31 ' 8" 32' 1" #1 MC-15 30' 11" 30' 7" y 5X6 34 ' 6" #1 29' 2" 29' 3" I 5X5 33' 7" 3.50" 34' 6" #2 MC-15 27' 5" 27' 4" S 5X4 25' 2" � y� #2 25' 10" 26' 3" c- ca — �., Lucie fir'yc 4X6 34' 6" *+ = BOTTOM CHORD N. �• . LOADING SPACING 3X4 30' 0" % «.. CHECKED FOR 47 .0/1 . 15 ' C 24 . 0" ,34' G" MAX- -- — c.— LIVE LOAD , ,�s 47 .�/ S 24 . ®� 10 PSF PLATE TYPE--ALPINE 2X4/2X4 PITCH GENERAL NOTES NLESS THESE SRI CIFIC.HT IONS FDR LUMBER AND TRUSSES REQUIRE EKTREME CARE IN HANDt_ING, yiiri WARNING ,' R. u� �- HLPINE COIJNECTUkS HRE FOLLOWED RND THE ERECTION RND BRRCINL'. SEE BWT 7S F�,`!I.••.:4 ,o., 43WTS FI 4.0/12 TRUSSES BUILT IN CONFORMANCE WITH "TIUHLIIY CONTROL ANNUAL- BY KTPI, [BRACING WOOL/ TRUSSES: COMMENTARY HND RECOMMENDATIONS- 4`�.••-\'1.;s,,�..a? THERE SHALL BE NU NARRHNIIES OF THIS DESIGN, EXPRESS DR IMPLIED. •TPII. SEE THIS DESIGN FDA ADDIIIDNAL SPECIAL BRACINGT. ;,v ' 'pc�'� ALPINE CONNECTORS ARE MANUFACTURED ERUM 2D GAUGE GALVANIZED STEEL REOUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORD SHALL ..::__::::,1• , - SPANS TO 34' 6' ' UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS DF HSTM RARE GRADE R. BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYWOOD ; , _ USC a APPLY CONNECTORS TO BOTH FACES AI EACH JOINT AND LOCATE AS SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING BEARING WIDTHS ARE 4" NOIlINA1. UNLESS OTHERWISE SHOWN. DESIGN AT MRXTMUM OF 10 FEET 0. C. DO NOT USE THIS DESIGN •.��i ) , :2i COPYRIGHT 1979 4000443 STANDARDS CONFORM WITH APPLICABLE PROVISIONS OF -NOS 77 AND nTPI TB WITH FIRE RETARDANT TREATED LUMBER. - *ty.- •--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FDR WOOD CONSTRUCTION 4,FSS�nN'ay '� 6/22/79 DRAW# A428,123 FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M6-COMN- 47/1.15-30+ 7+10- 24