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2003, 09-08 Permit App: BLD-03-02405 Carport1 1 001\10... Spokan''' e .000Valley PERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILDING DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206 Phone: (509)688-0036 Fax: (509)688-0037 REQUIRED SITE INFORMATION STREET ADDRESS: /6.0I /�vC���f /`4!? a ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: est- _7 PERMIT DESCRIPTION: j 'BUH,DENG PERMIT ®RELOCA'T'ION •D CHANGE IN USE 0 GRADING Q SIGN TENANT MVIANUFACTURED HOME OD1ER 64 OWNER / APPLICANT INFORMATION '16 OWNER: PHONE: f 2 'T y'"� FAX: ADDRESS/Y /G C.) �G`L�>orS CITY,STATE, ZIP ® CONTRACTOR: /1// / /7 Q /d A -/ PHONE: FAX: ADDRESS: CITY, STATE, ZIP 0 WA ST CONTRACTOR LICENSE # APPLICANT: PHONE: FAX: ADDRESS: CITY, STATE, ZIP ARCHITECT-: PHONE: FAX: ADDRESS: CITY, STATE, ZIP CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT4D00, BUILDING HEIGHT TO PEAK:,4 BUILDING DIMENSIONS: 46 ss /1" NUMBER OF STORIES: NUMBER of BEDROOMS:H/4 DATE: METHOD OF PAYMENT: 0 CASH CHECK BANKCARD #; EXPIRES: VIN # AUTHOR/ZED SIGNATURE 30% SLOPES ON PROPERTY: OCCUPANCY GROUP: CONSTRUCTION TYPE: STRUCTURES ON PROPERTY: CRITICAL AREAS: VISA MAIN FLOOR SQ FT: 2ND FLOOR SQ FT: UNFIN BASEMENT: FINISHED BASEMENT: GARAGE: *CAVL�f1 EIIMMu1T A frffI I# ArI/1uC fun 1 AIM V AAAGOTCf1 WITLI IIA IAD OA611!/�AOR ALPINE HOME PRODUCTS 9300 N. MARKET SPOKANE, WA 99217 (509) 467-0600 • 1-877-937-4233 FAX: 467-7751 • alpineonline.net 0-7 r W `- A8 a3Aoaddb Sep 08 03 10:28a COVPA\ vo CITY OF SPOKANE VALLEY BUILDING DEPT. PERMIT N1r PER / , J ADORES( 10 STR}C I JFK NS MAX. 111. I4', MARES W/ LOAUNC ANU CUM 11?E FOR TALS SHEET N0. TABLE OF CONTEN&E SUBMITTED r � 1. 41. DAT 'PPROVED coNTENT PPROVED BY 0 COVER SI'IEET 1 METHOD Cf USING TABLES, NOTES, DECKING SPANS 2 PATIO COVER - SPANS, COLUMNS, FOOTINGS 25 PSF SP N TA AE1LE5 30 PSF SPAN TABLE LES 6 60 PSP SPAN TABLES (NOT INCLUDED) 7 COMPONENT DETAILS B COMPONENT DETAILS 9 CONNECTION DETAILS - POSTS TO FOOTINGS 10 CONNECTION DETAILS PATIO BEAMS TO POSTS, FASCIA ATTACHMENT 11 CONNECTION. DETAILS - NON -PATIO BEAMS TO POSTS, FASCIA, SCROLL COL TO BEAMS 12 CONNECTION DETAILS - BEAM SPLICES AND ATTACHMENT TO EXIST. BUILDINGS 13 SKYLIGHT SUPPORT JOIST - ALLOWABLE SPANS e. RUPE., 4L7t1g Airy Fc1$FCa v ygOM A:;eA Lome) ;2.3t.et J 3.31.��, S/4/02 1P0A1[ SUYK 4.1, RENS ONS Qup©Qi EC•fll gli !(1l m©u Ui1g° 9 E1E© CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1516 Wnl Volley Highway N.rl% / Suile 101 / Autmon. W. 911001 / 206-633-7770 ,IOD ND. 97057 DECKED J.D.B. DRAWN A.M. / T.O. DATE JUNE 1997 COVER SHEET NO. SEP 05 2003 11:31 PAGE.02 sep uu 4.u: eaa TABLE 3: TRIBUTARY WIDTH (T.W.l PLAN VIEW GEOMETRY CASES: Cr55E 1 - SIMPLE SPAN W/ NO 0%08{AN0 • -o o • J (TW SPAN --No. (TTP.) o 0DUX 4 0 L fdg3 - 9tK1E SPAN 8/ OVIJINNIC A) 8) 47 0 0 0 X L X4 6EAM UNE OR 09E9110 '7- -a T.W.. L/2 1.!.•(1)914 X 10 EACH [[AM tit «(L)Ts -STE IAOtE FOR 1.M. 10 Eta �W x r•� - uuT/'LE SPANS (ELEYAIICN) 1.M.=(31)1/2 L.M. Ai NTEIOOR 0(0315 1.25 (1.) Sit Lulu row T.M. 10 [OCE DEAN KU LME OR 9.11.091C - L = DIST TIMOR TEAMS T.W. TO EDGE DECK SPAN 1/x 0 1 2 3 (TIP.) 5 6 4 5 .7 8 f0 111 13 74 15 -a 3.12 4008 4.57 506 6.05 7.53 • 8 03 853 4.50 5.33 5.78 6.25 6.72 7.70 7.68 8 65 9.14 9.63 -a 8.00 833 0.64 9.00 9.8 1022 10.1 11.57 1703 10.12 10.008 70.28 10.56 88 13801.25 11.63 12.45 1789 45 13.33 12.50 1200 17.07 12.25 7750 12.10 13.13 13.88 88 74.28 14.70 N.UANUM 3006 11IP-1�IICAL 0.018 0024 0032 0.040 25 30 40 60 25 30 40 60 75 30 40 60 25 30 40 60 Y - 8' r - a- 6' - f' 4' - 11' 9' - 1- 8' - 4' 7' - 3' 5' - IO' 10' - TD' 9'-f1' 8' - 7' 6'- 11' 12' - 1' 17'-1' 9'-8' 1-4' 2' - 11- 1-a' . 2' - 11' 2' - 5' 3' - 6' 3' - 6' S-6' 2' - II' 4' - I 4'-2' 4' - 7' r -; 4' - 6' 4'-6' 4'-8' ,3'-8 TABLE 2A: ALLOWABLE 4" DECKING SPAN (ELEYAIICN) 1.M.=(31)1/2 L.M. Ai NTEIOOR 0(0315 1.25 (1.) Sit Lulu row T.M. 10 [OCE DEAN KU LME OR 9.11.091C - L = DIST TIMOR TEAMS T.W. TO EDGE BEAM (FT.) 1/x 0 1 2 3 4 5 6 4 5 .7 8 f0 111 13 74 15 2 23 3.5 4 4.5 5 5.2 5 6.54 6.5 7 7.5 3.12 4008 4.57 506 6.05 7.53 • 8 03 853 4.50 5.33 5.78 6.25 6.72 7.70 7.68 8 65 9.14 9.63 ' 6.12 6.75 7.14 7.56 • 8.55 45 8.90 9.84 1 10.32 78.80 8.00 833 0.64 9.00 9.8 1022 10.1 11.57 1703 10.12 10.008 70.28 10.56 88 13801.25 11.63 12.45 1789 45 13.33 12.50 1200 17.07 12.25 7750 12.10 13.13 13.88 88 74.28 14.70 TABLE 1A: ALLOWABLE 3" DECKING SPAN MAIEBUL MODEST (N.) LWE EMO (P9g MAK. SPAN ft N MAX. 0$1351ANC fT. N. ALUMINUM MINUM 3006 - TYPICAL 0 018 0.024 0.032 0.040 25 30 40 GO 25 30 40 60 25 30 40 60 25 30 40 GO 8' - r Y - 10' 6' - 10' 5'-6' 10' - 2' 9' - 4' d-1' 6'- 7' 12' - r 1 1' - 7' 9' - 8' 7' - 9' 13'-3' 12'-5' 10' - 10' 8' - 3' 3' - 3' 3 - }' 3' - 3' 2'-9' 3' - 17' 3' - II' 3-11' 3'-3' 4' - r 4' - 8' 4' - 8' 3' - 10' 5'-2' 5'-2' 5' - 2' 4' - I' TABLE 18: ALLOWABLE 3" DECKING SPAN 24' DECK010 PANELS,/ 6' SXI'UC4T PANES (2' - 8' 0/0 MK* MATERIAL 1}770( SS (N.) LIVE LOAD (PST) MAX. SPAN FT N. MAX. OVERHANG FT. It N.UANUM 3006 11IP-1�IICAL 0.018 0024 0032 0.040 25 30 40 60 25 30 40 60 75 30 40 60 25 30 40 60 Y - 8' r - a- 6' - f' 4' - 11' 9' - 1- 8' - 4' 7' - 3' 5' - IO' 10' - TD' 9'-f1' 8' - 7' 6'- 11' 12' - 1' 17'-1' 9'-8' 1-4' 2' - 11- 1-a' . 2' - 11' 2' - 5' 3' - 6' 3' - 6' S-6' 2' - II' 4' - I 4'-2' 4' - 7' r -; 4' - 6' 4'-6' 4'-8' ,3'-8 TABLE 2A: ALLOWABLE 4" DECKING SPAN MATERIAL IH CKNESS (IN.) UVE LOAD (PSr) MAX SPAN n. H. MAX. OVERUNG rT. N. AL01.124I114 .1004 - 4736 0.024 0.032 25 30 40 60 25 30 40 6o 12' - 3' 12' - 3' 10'-r 8'-8' 14' - 10' 14'- 7' 4' - l' 4' - I' 3'-6' 2'- 70' 4' - 9' 4' - 4' 4'-2" .3-5' 0.04025 _ 30 11;: 5-2' 3' - 11" TADLfi 28: ALLOWABLE 4" DECKING SPAN. IN- 12' DEC= PANELS M/ 6' SK1110IT PANELS (2'-8'o.e MK) MA1ERIAL 774007ESS (N.) LIVE LOAD (PSF) MAIL SPAN FL It. MAX. OVERI;ANC FL 34. AUA40U1 3004 - i1.36 0.024 0.032 0.040 25 30 40 60 25 30 40 60 25 30 40 GO 10 - 71' 10' -Il' 9'-5 7 '- 9' 13' - 3' 13'-0' 11' - 4' 9' - 3' 15' - 4' 14' - 11' 12' - 11' 10'-7' 3' - 8- 3'-8- 3'-2 2' - 1 4' - 5' 4'- 4' 3' - 9' 3' - 1' 5' - 1' 4' - 11' 4' - 3' 3'-6' WOIL TAMES A. 18, 2A AND 28 ARE FOR MEMO u5E0 AS CARPORT co PATIO, 0ET11C110N 0ART tinny 6a 411461751 R(O3NEO SLOPE • ri' / FT. RupoQt E ngtinsevOng9 DUc CONSUL71NG ENGINEERS/CIVIL ANO STRUCTURAL 1519 west Vats NI4A•a, Nal" / Sull. 101 / A�A,w". Iva 96001 / 206-833-7776 J05 u4. COMMERCIAL & PATIO STRUCTURES WESTERN AWNING COMPANY 13612 8th ST. E. SUMNER. WA. 98390 90 $7\07057\01-057.49 1 Orolta' Nome. A. INOUE I Plot Dotr APR 05 2002 72:55:D9 I Lasl Modified Dole: APR 05 2002 12:54:02 1 Submittal: FINAL SET SEP 05 2003 11:32 PAGE.03 Sep O8 UJ iU:�aa 4 -INCH ALUMINUM 1 -BEAM outwit 7 -INCH ALUMINUM I -BEAM racT�G3iII3 ..O Q14.w t:4uN 1wr11c 51331 0.M CQ41M r,,ts 1314.., .IIID. rut il.w'Tw j.-"-'7fiwm voci,. 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TS 6005 T5 (USE BO1TS 910101 CN COUMN TO BEAM DETAIL MEN USED AS COUAN OALTERNATE: USE CETAI 4/0 ler FOOTING DETAIL — COLUMNS "e" & ATTACHED STRUCTURES N.T,S MAGNUM CUTTER leiII RIC -(1)PER COP, -\(i) CLP 0 EL PANEL PITERSOC PAN CLP DONC Pi 117 3a3PO SEE ib•e . 3W IMAGNUM POST (TYPE • ) C0 3 i 3 KUK(IYPE 111 y1� MAGNUM GUTTER TO POSTS TYPE "B' OR 'F' COLUMN PATIO COWRY PUS 4" 1 BEAM TO POSTS TYPE '8. OR -r COLUMN PATIO COVER ONLY KIS QT Toll 3 POST am WOcJf1'NE MACAW POST OR 3a3Kt* [ uips lSnglineenng9 DEC CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 13111 Mei V.M), HTph.ey North / Sull. IDI / Ab ,. Me Sem / 200-433-77n Joe 1111E COMMERCIAL STRUCTI WESTERN AWNIN 13612 8th ST. E SUMNER WA. \97\97057\10-057.dxp I Droller None: A. 1410111 I plot Dote: JJI 19 2002 16:5850 lost Modified Dote: XL 19 2002 16:5839 I Submittal: FINAL S PAGE.06 Sep 08 03 10:31a 17 3x3POST BRACKET N T.S 6093-96 / (I) W. z Sib' DOLT JULRNMt (() %'► TEK SCREWS (2 EA SIX) W EL SEE 91EEt (2 FCA DEF99n014 OF PAT10 COVERS. SE1 DETAIL FOR DETAI F WI PATIO. cOLUMN POSt BRAM SEE DA. TO ITT U9liUN TYPE B DR F 91' (4) MOLY BOLT M/ 3N' Nut)2W MINDED 0 l.3' 0.c. MOM CONCRETE At TFRNAIPB (4) W'1 ZANAC NMR! pm ANOI08 W/ 111' EMDEU&OIT 0 1.15 -tie. SEE CENERAl NOTE /13 FOR Alt ALUMNI common IT/ sl t BOLTS 9' 0 (DROING ATTACHED PA 0 NiS . O (2) h'4 or. BOLTS W/ ZW' MPV.* WOMEN PI CCNCAETEPt51 410p •w iv,• 1 Int C • ✓ & PATIO JCTURES AWNING COMPANY 8th ST. E. 98390 WIRE. .2y ��ca11II l9 lCOC k lC .. TN. Ft,.. S73-0 UP r .j 1144.4 r 5\. 171E _1.,�O�_ 1 3...o ,) y 'G' NALiiT." Vitxm% 1.1 Rt l.'fV11ClfD" ET SEE CINERAL NOTES 11 k 13 ntGRADE CR SL OR SLAB cc uIIN `PER TABLES C -C TRACTOR OPilf1t CONC. BLOCK 80.0111 FTC. rot TT9lPCRARY SUPPORT DF CCLUt4N /S CR 90 REBAR 9 cam. W4 STAY CR GALVANIZED RO 001t11N.. 2 PER 01 MIXES. CLR 12' SQ 30p FLT FFG PER TA= 't 201 30 5 A 2C DEEP FOOTING) tiQ)L ABS DEM MAY FCR ATIAOIED mono FOOTING SIZE AND ENS OFOO1JNG DETAIL — FREESTANDING STRUCTURE N.LS NOTE All EINDSED STED SHALL BE PROTECTED AGAINST OORROSCN FINISH GRADE CR SLAB f, W'xZ'x4' IF/ (2) W4 BOLTS 0 2' O.C. ATID 2' FOR A.B. PRO.EC:ION RAAISEY musics co,. BOLTS it EAIBEONENT PER TABLE 12' M 3'4FTC PER TAME' 14 REDF. 0 12 0.0 EA01 WAY, It PLAN 03I04S Drock.EE Ma k sof FOR F1C5 IS' FTC 2 x 21 TS SOUAR FOOTING DETAIL — ATTACHED STRUCTURES N.T.S. NM. SEE 3/9 FOR ALTERNATE DETAIL FOR ATTACHED STRUCTURE WIT NO SAB. FOOTING SIZE AND REMFORC1NC PER 4/9. 1A-36 STEEL •SEE GENERAL 901E 1I3 CONNECTION DETAILS = POSTS TO FOOTINGS COLUMN TYPE BASE PLATE • A SE 2/9 •8 SEE 2/10 C D Ha"• 3W •9' M z 499' x 90' Ile' x 511' x 11' ANCHOR 901.13 rah 511E DETAIL OR ;!SE SAW A (2) le z J' E (2)It" a3'E1 (2)41'a3'EI • F SFE 2/1 OR USE SAME A: •C F1' x 414' • 10• (2) W. a3' 11 /4/m u''.tE sr..••rs dole a.•qw.. REVISIONS .028 NO. 97057 CHECKED J.D.B. DRAWN T.O. DATE JUNE 1997 SHEET NO. Mot: FINAL SET SEP 05 2003 11.34 PAGE.07