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Plans (V •a - vcc-- 7 ice N a m n f ) '1 --7 GI 1 5v1 6'Q i4'S --P 7 2 ( 9 - 7 '- } i i I 5 e 'n 5 e ..Fe? 1 L v I 1 I a } A- V1- -- a cnec 1(a byGI • b i •••••• j • • • 1-1''ts scee • •••• 1 .... . T _________....__________ • • j • • • • p • . •• • d I 7 sy •.•• • ••. • •••• • • �_..... ® •• •� i • 'Pc ' I p osis bo ! . te d ' i f`, • • ' • • ' '�°°� • +o . Ia i .. .... • .... • / ••• •• • • •• • • • • .ri —y CEVE* ) . . .5 o >4. MAY 2 R 7007 1 '.\ UILDINO D S!ON - - __ . F r0 per- y .tin • •• •• • • • • • •• • • • • CITY OF TIGARD LIABILITY • • • •' • • • • •' • • • Approved ( t • • • • • • • • = : - . • • • • • , n Conditionally Approved For on employees shall n 1 r11 only the wog( as described in: p ' S T FR\ " • • • . � • • r MIT N0.1Su P.ZUU,z,UU.2(!L • res onsible for dis crel► .; cies : :: �� • L :: • �' , v 0 /� ` s e � etterto: Follow ( ): which may appear herein. • • • • • • • • • • • • — Attach 1: • ••• Job Addr ss: $ d a. C 0 v V E R C IAI r-- Date: l.3 - G L • :•8 . • �l��, • • • TABLE OF CONTENTS • • I' ''mo P � vr+u k 4:fxan^DS SHEET NO. CONTENT , I� " ""o m[: t'4[yxs U COVER 514;ET 1 METHOD OF USING TABLES, NOTES, DECKING SPANS ROOF PAM S Oat. l ~ I _ - �i 2 PATIO COVER - SPANS, COLUMNS, FOOTINGS �� - -..w.---- `' 3 25 PSF SPAN TABLES • - -- _ i- • 30 PSF SPAN TABLES [ twos • fl0lfwr, DIN _! ��- !` ar0 40 PSF SPAN TABLES SU I4dnRH 111011 MOM E. - -� � 6 60 PSF SPAN TABLES (NDT INCLUDED) cuss. maws K MRCS tRxS. �'�� 1 COMPONENT DETAILS NN. NI. I., 6 COMPONENT DETAILS v4RS r/ I0 " +AI 9 CONNECTION DETAILS - POSTS TO FOOTINGS anu[rtR .111 ar RAW _ rra COLUMN 1 '1 . Ili CONNECTION DETAILS - PATIO BEAMS TO POSTS, FASCIA ATTACHMENT 5°µ wx. CUI *110 / 11 CONNECTION DETAILS - NON -PATIO BEAMS TO POSTS. - m i t?..-4.11111....'-- L ii----- FASCIA, SCROLL Ca, TO REAMS HI MSA DETAILS 12 CONNECTION DETAILS - BEAM SPLICES AND �� ATTACHMENT TO E%IST. OIJ.0T CS 0'110x4 !h' COMMIT/ STAR ail no P n rm SUPPRT O '51 caw illiiii 0,11 -ALLOW .. A11,10111111 10 100141M -/ 1 I ru0lwc .um A11,10111111 .?•, F n. / : - i / 4 l i � %MAPLE STRUCTURE: (a+OPlsn/w[0 r0mwc WON) ) L--_-) �' I. 20 'A a� i � � :' x1n,l R4 c At . .l . FREESTAND SINGLE SPAN WITH OVERHANG f • 1 I j03l E / V, m , I D t G ..L�.�T H ttKr 4i S41 7 ryS,1fR' E 0S° '1 01001 a1µ5 - j 7C .44 A I V a La ` 0t 1 .1 �C 101451 MIAOW e....117.3=11/1 b ! � , Y1r a 16M alp — l hp[. �- s � A. n µ MAY 2 200, �,� Q , f o ' ` „� T .. � G � i p 4 _ f Q SlV 4U ^'/ — [ _ `. _ �� P • ` d Y U lid � � . . ;. �` cam:" J / BUILDING iM \ ��al w F� ¢Z.." o N Q . _ kT 9c; f p & 0 TOR 1 ~ .,. MUM 1I5 n 041 j � n 1 °0 ' x ' [a.°,o ., � 1 °� a 1 , ` _ : �, y t4 rVS1 10 KW MCIWS in -�' J Y[ 9[CI 2 WW1 11 /a 1 =' : X �'�/,�1L"� 7 ' 1 s °1 maws FOR 13E/01 SPLICE ► � G 0 ‘:: � ..t. l• .+ 4I7 1 � 910x11 • DICKS ► nor P4[l5: Ka atom 1 Svon / 1 O y � //WW !: P:, me UK1w46S[ SKIT /1 / L 4 ' PP�d a11K104saaolKln . lK1 ti / '- ..a nr" � yyON �i €vim' SU TABUS FOR Ilt09 1410114. ----- RAYS: C011•116 4lOO1NCS ftr51. 0140x0 `�, 1. /rL S[ . 4111 /9101 REV 15106 PIMPLE STRUCTURE; 1...... PC61010001x[x110 �c p J 10010x; F. "IF"' ii �y LS Eagim set g One ( j0/3 ma. 97057 ATTACHED SINGI F WAN WITH OVERHANG[ CP11011• 31V Fnlnr(01001, 9AR • 1 O FOR C0xK1xx 5[Ullft CON S S: UL11NC ENCINEER AND STRUCTURAL C✓gCNFD J.D. lam A.M./1.0. COVER ':I0 v..1 •^°•r . 1 P 0 ..r x.0 / SAS 101 / wa.,,, We ram : 101- 103-7771 OMIT JUNE 1997 %HEFT ,q. 4:;?yeee, .......e....47.2.za., ...4/e I • 'i If • • • • •• • • • • • • • • • • • • 9 • • • • • • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • TABLE 3: TRIBUTARY WIDTH (T.W.) TABLE 1A: ALLOWABLE 3' DLCC(ING SP • • • GONER tL NOTES: PLAN VIEW GEOMETRY CASES: MATERIAL 01°NES LAI •o7D • ea SPAN 9081 •KBNA G • • • _ (K) (PST • tie x • N. • n • • • 1. :swy 4 la 1941 B111MM: COOL m6 44 1P408 4 0008 2.. • •41 • ,_ • • • • arm METHOD OF USING TABLES: 3 - 11391 le • •r -4440 • ,•- 3• • • 2• AU1VNW DE90I IS PER 11F SPECIFICATIONS FOR ALUALUMNI WW E65E1 - SYFIE SPAN 1/ NO Knox RPI:A 40 • Si- 10' • 3 - 3' • • SITVCAMS BY THE ALIAINUN ASSOCIATION AND CHAPTER 28 O • • , 14 60 5 - 6' 2' - 9' THE UNIFORM BALDING CONK. I. IEF:NE TIE Kamm GEOILIRY a 11E SIRJCIKC DESIRED 0024 25 10 - 2' 3' - 11' • Ka SPAN l TI _ 1/2 50 9' - i $ - II' NOT-ROLLED STEEL DE5Ki44 IS PER MC 44440001 O SILEI o) LENGTH K SIRUCIOE - ALSO RAXGE 0 COLIOM �'+ 40 0' - r 1 - IC COISTNUCITOK 90 EOMK (ASCI). SPACNIS OR RAN SPANS DESIRED. (111.) 60 • • b 0000 • 3' - Y• • • • • 8.) NMTH O STRUCTURE - A/50 DE SPACING (2E)MEEN • • ( a 0632 n 1r !r • • 4' PF • • • • / 10 0 P SIFET 01.9F74 IS PER 110 AIS SPEOFWGDON BEANS OR DUNK 9940 D X • ' Pr • 5. 1 5' • • • • NCR R THE DESIGN Cf Call- 10RYLO STEEL STRUCTURAL MEMBERS 40 9' Sr • • • /' •4• • • • • Ellfn (9, 1986 EOIEN NM DEC. 11,1969 ADaNOUM. • EMU - SHOE SPµ 9/ 0104414441 • 60 r •9' • • ]' 9010' 0.) HEM a STRUCTURE - ;401(18 COLUMNS PROM 0010 25 IS f ? • 5 • 2• • • • •p I# 109444411 DM WICKS • 1 • -- 11 30 12 -5' S' -T 40 (0 - 10' 5 _ 2 ' 111E LOADS 25 PS SNOW LOAD A) L IO (904 4FAY 0 66 e 1 - I 40 10 PS1 SNOW LOAD PSF S LOAD 2. IAIAE 1 08. 05E DESIRED AN FR REMIT ROOF 0 2 T THE 4 MSS FOR THE FOR 1HF R(U 4 -5- Y TABLE 1B: ALLOWABLE r DECKING SPAN 60 P5F 91 K 400 LOAD U LOAD RE0D¢l(0 FOR THAT AREA (CONSULT LOCAL 0006038 0006038 .... 24' 00)OG Pans 1 6' 1095041 P80015 (2' - 6' O/C 61X1931). aFF091) WNO 100005 INOIESS UK TOO YAK SPAN YAK Mine - 80 LD'11 EXPOSURE C a DETERMINE 1100 TRIBUTARY 110195 (1.80 FOR 840 BEAMS FROM HARE NATURAL (N.) (PS) ' T7. K FE x RrAY 1E1 fA •••DWG I AIERAL PRESSURE 22.60 P0F 3 BASED ON THE DES6Ell GOIEETRY. 0000 43 OM 25 r 8' 2' - 11' ORFT PRESSURE 72.60 PSF • 614046*1 1 ]o r - o' 2 - 11' 53.113 PST 0 OVERHANG) \ -� t.1 • R) n 40 - . 60 r - !1. ( ... 4. USE LE SHEET 11111 [ROCKS 03 TAPo5'0( CONTENTS TO IOCATC .... _ __. _.. . i - IY__.. ' r - 5' AFTER I T 0(9 4. STRUCTURES HAVE BEEN DES0ED FOR 11E YEAST CASE LOAM% B 5a (490 TOR 0.014 n 9' .. I' J' - 6' 0 OAD TOAD PLUS IUD PLUS 5N01 LOAD 2 OR DEAD THE SHEET NTH 10 PHI F 6 BRAY WON THE EQUIRED ROOF Ulf LOADS. CHM • .. 1. /. IO 1 80 RAY 30 4' - i ]' - 6' / / 44E 8(0 (S1ANaW)8 HE TO Rm111AR 8 . 4 0 0 1 SPAN a O 40 r - 3' 3• _ 6 LOAD PLUS SNOW LOAD PLUS NM 2. 1 _4 60 5• - 10' 2' - II' 5. 0(4CREIE: Fe" • 2500 PS REOIAED AT 28 DAYS. VERIFYING 7H( RAY RAO 110 mum) FOOTING AND ALLOWABLE CMUNN OPE07S. REPEAT AS NCCCSSARY. 0.032 25 10 - 10' 4' - r 6. RDAFOBONC : Fy - 60 KS. ' Eau - MULL& SPANS 30 9' - 11' 4' - r 5. SEE NNE APINIS 16010 DETAIL 51ILEIS FOR 144E ITr. Cr 51RUCNRC 40 0' *1 f - Y 7. F00DA1DN4 FOOTINGS UAW BEEN Ft1 CN DE14(380 FOR NG (8(01(0 (447X01 FREE- SIANONG OR ATTACHED 10 6 . - I l• S ._ 5 . a*55 5 SOS USING A 500 RAIN4L' 0001101E Of 1003 PSI. ANOTHER 51005(10. 0.040 25 12' - 1 ' (_ 8' 1. • (L) 1/2 1100 STRUCTURES HALE BEEN OE9FNE0 WITH 'FLAG PELF' IYPF libx 11 1' 4' - 8• CCOI SPAN 40 9' - 6' 4' - 8' C0WN5 4401 ADK REF RSCLY UTED DT 1/2 NCH 9014444 LLOW AT 6. FO ALL NOTES AND RECOWENB)AIIONS CO DOM WWWI ED (MT 60 7 - 4" 3• _ 5' GR00N0 SURFACE USING A LATERAL 50L DENWG PRESSURE OF T ESE DRAWNES PERIAM: 10 nil S1RUC(UE OCENC ERCCEO. 200 PSF/F1 a DEPTH. 5015 LT ORGANIC U ATS 0R 59 TS • TABLE 2A: ALLOWABLE 4' DECKING SPAN REWIRE A SOILS REPORT AN) FOOTING5 OE90E0 P[R STE 7. 00 N01 Flaw D 110 VALUES SHOW N MM THE ES. F 110 Vul& 4.1. AT Nam &ARS • - SPE095 RECCUMENDA004S ALL FOOTINGS WALL L RAM ON 0071110 R EXCEEDED USE THE NEXT HOER LOAD C ASE (EXAMPLE: • 1. 25 (1) 484557URO:D CR004D a/ ON STRUCTURAL EKE 91BICI 10 UST 9 SPAN 0611A/1 or 8 -0' F 1140 WWI) WWI) SPAN K B' - r). 1190011 UK TOAD YAK SPAN YAK OKl01NG APPROVA. RY F LOCAL 6UL0NG RFIPAL. D SR f MU m 1u1F8IAL (91.) (PSI) 1'1. N. R. N. T m [ODE ALWMW 0021 n & (80651ANONG SIRUCNNES SHALL NOT R (80105(0 N ANY 17 - 3' 4' - 1' • BEAM 3 004 - 4.31 ' P"' \ 30 1r - r 40 1F . - Y 3' - 6' RANKER. ER. Q ‘ 'l P0 ^ ' •, :a ) m F - e' 7-10' `' ) p %\ : n' Y' 1 I ' 1 m Ir ' 9. FASTENERS STEEL 8015 SHAll R A307 E08VALENi UNLESS NO I r-~i f ( f O \ 000 ! G 0032 25 14' . 1 0 ' • 1' - 9' 449 WALL R S OS GALVANIZED ll BE A OR CADMIUM 1 51 �C '� w PLU1E0. ! I., •; 1 . 4 4 ' / • / ok anvil 40 17 - B' AMMAN DOLTS SHALL R 2024 ! ".2031 s l �' !a. ' / `� J 60 l5- 4" S - S • �' ` 1. 10. PATO COVERS DEFIED AS ONE STORY 51RUCROB.S 1151 4 4370 '40, \ � , �OV6. * '.al / RAY 0010 n ]O 1r - r THAN 12 FEET N IEGNt NOT USED AS A (44444400, GARAGE OR ,,�6�// 16' .. W s' • 2' E CC ClA6( • 40 If - 6' 1' - t0' STORAGE AREA MAY BE SUPPCRIED ON COVCIOIC SLAVS ON GRADE '' - ,r PI ti • 60 1)' - 10' 3' - H• WITHOUT mows, PROLIX() THE SUB IS N01 LEA (MAN 3 .. BE SEPARATED FROM 0.024 25 10 - 11 12. 01 OR GOER � Il. E - • AND (/7 NINES 17110C COME COME SHALL R SCIDAR7(A 00044430 45 44-"' "14'.44 < F ` � \ • / . IN �, ( N • 3333 4. 161 070000(044 100005 TABLE 28: ALLOWABLE 4' DECKING SPAN OF 4 NOES FROM ANY 'EDGE a THE SLAB. -t40C _ ! � 2669 • t1 - 1r IK(N6 PANELS 8/ 6' 5011.9417 PANELS (2' -6b.4. 144.) u • ' 0 00 6 . 1 3 " 00 `00 " ,� ' •oA EMBEDDED C COLUMNS 91444306 DE FREE ANY ! mans we LOO 4101 SPAN YAK OVERHANG 9 )5IANCF THAT MAY 803X1 BONDING WTN THE CONCRETE. C } vV', E ' 9' ; ' S.� f a ,2 WR44AL ,N.) (P31 FT. x FT. N. ∎ 3. .•11. 1 •0' F' z s 1 0'.. T.W. TO EDGE BEAM (FT) _ 004314104 3' - 6' REAM ANC FASCIA SPUDS SHALL NOT OCaK NEARER ID 1 `� , 77• • 44 ✓' • �' � 4t. � i� � .�. L /A 0 1 2 3 4 5 6 3034 - _ 4436 30 10' - II' 3' 8' TIE [MD Of DE STRUCTURE THAN FIRS( HMS COMM. ��� 11 k � ♦ ^ � 40 9' - 5' ]' - 7 ' AND SHALL BE 90 MORE IMAM 2' -0" (001 A COLUMN. l''. ' - - ' 1 , b 4 2 312 430 640 803 10.62 1250 f3 4.90 640 4.10 Nam 1 10 0032 25 17 - l• 4' - 5' U. .NNIW ALLOYS SNAIL M 015906)1 .�t�111 5 Lb 160 1�_ 2,39 6.74 4.34 me 1203 AL METALS PER U.D.C. STD 78-4 FOR OTHER MAN STAINLESS 0.''O 1 4 . A . J itai / i D � 6 3 4.56 8 S 507 4128 7.16 661 10. 1001 ' 1 y • 8 4 9956 672 • 7.50 9.03 60.56 1250 50 • 9 ' - Cr 3' Y - 9' ALUM/02W 00 GALVANIZED STEEL. 8 �. G A ny ,,_ 9 905 6Th 7.20 645 134 10.95 1250 40 F - 3' s - 1 S 6 i / J.: : 44 g ' LN R: II 60 005 7.20 645 fm NIA 12eD 11. TARES APPLY TO 80 NPR TKO SPEEDS NM Aft Cereal 6.54 7.66 8.90 1022 11.63 4313 0040 25 15 - 4' S' - ' 17 6 7.04 8.16 5.777 10.66 1204 1150 30 11 - O' 4' - I' fACTOR a C AS DEFIED BY DI 1997 0. &C. OR LESS. /,'''' R 1/72/" MAR 10 . D GS 7.53 665 984 11.11 1246 1361 I 4 . E p 00 - 14 7 8.03 9.14 10.32 1137 62.89 14.26 40 11 - 1P 4' - 3' (TABLES OK FOR 80 Y.P.N. EXP. & 13.22 P.SJ., r g 1 i. J 2W3 UM. 6216 WILE m -�•� 45 73 a53 963 IOM 1203 43.33 44.70 60 t0• - 7' 3' - 6' 90 N.P.H. CV. D. 16.76 P51.. 103 M.PIt., EXP. B. r '4 r � t01S�[ac°/V� 'er , - 20.6 PSF, OR 80 M.PJE, EXP. C 22.6 P.SI. `�`• - -•�C� 4.1. «0.1.14., . - -- --' BDg; 000&01 100 10. 2A AND 28 NE ((8 OE0OG USED AS CARPORT 01 PATH 01. OCEIEE(0I 15 47 N ;o ^ LLNOTN / ea 441.0000 RE0•ED 8010 • H' R. • LY. � 6 RE9I5106 .GB TITLE 510ET TITLE 183 97057 G aopor2 EngOn® ®ff6Og Once COMMERCIAL & PATIO METHOD OF USING TABLE Se CONSULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURES CHECKED J.D.B. WESTERN AWNING COMPANY GENERAL NOTES DECKING SPANS D 1 13612 8114 ST. E. TRIBUTARY WIDTH DEFINED 076 •..1 'b.f woo, 400. / we. NH /1.6.5 w 9501 / 206- 613-7776 111RJER. WA. 98390 GATE JUNE 1997 SHEET 40. 'T 1• • •• •• •• • • • • •• • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • • • • • MAGNUM GUTTER FASCIA, 4 " • OR 7" I BEAM *PATIO STRUCTURES LOADS NOM MINN SIZES A COMM TYPES 1 Qann je T001N6 SUS A C6l!kN MS aO - Io f0 0 ,� _ I 415 NM A mP1N o AI 1A010 ¢0NAL E SIAM( mom C SRS A CALIN £ii, LOAD UA me .' IAN „ ® _ ca 106E sWf710(0 GUAM OO Wl 10AD AVM uIP(I .. , ' w . - «9'401: ISM c Zi ' 5PAG • min •� Comm romp ca1AN r � mDYi RN TOT 'i• nw C- C LA, C C C G lAOxs 9 40 . 171 400 Er n -1 ' SPA OsAe TrPL Ro1x Loo 6 "iii" ® H C d -_. Y ___ -_ a SC LV r i !1 U. i j r 6 ��• _ .>W C G _ _ -_ aw H.G I -6 -1t1 1111111 •v_L_ 3 a tl .. c 1 ,2w •'r c 1 '_"'•_ _ - • a1. 11„9 c IY �__ mr O..; .G 3' -6 "_'i 6' a.. l ri "" sue o, c_ 1.L - sw- r�,1 -' . r c r E' 6' -G' _ x w -1 ;I: a 1. 20 y1. i1 G a1. AN c r G1i a AI � •7- _a1. E'. ____ a1. � LA 66.imi en H.c -- P.S.I. _ A. r1T -- Ga .i ?_ _- _ vu o_1 i_ 4 P _, s v:1. 1.1 .i al i EE[�e 3'..6 T .._,<. . -,. _ _ �... 9w' C.1 [ a1. ". I , L SAY HI- T • • 2D n a1. . G .1a; a i, c _ {.r - AC -,-....0".i. _ _ P 4 . -fi fi E. _ _ _ y1. c1 G . 1 . c - _ . , y i ! _ __ � • - _ - -. P.S.F. _ . EE G -6" ; re II __ _ a1. �,� . a1. ACC 9 D G • .0 sw i.t {.i•_ ® [ �' � 0 - �' G � y ;' Dm F _ �� NM • G s Ae 6.1 c ' N �� WS7 ,.. a 6i G 25 W • �� ®__ i�� ^.. G . 1 my v �AS� -, NO 9Y -� Gi �•�� G �� �������� P.S.E. . t'� 1� I®NSQ� o-� N . - . N1 t--- ME 4 c. G ;w ..--: ` f 30 aw '' . •., I IL L' 11EM.MIMMLA If]3.. 1_ rim -. =M - - 3 . -6 . P 3 . 6. .u• !..._ __. _ P.S.F. . - . s:i• - ' ;- - - - . . e. yw i: '�' ® 5 iY ���� -- . p. 1 . r 6 . - _ =�� =- • ® s: o-• ' Sw A•i i ommilm..Fa� .1 P53 MAGNUM GUTTER FASCIA, 4" OR 7" I BEAM *PATIO STRUCTURES DM .' IAN it �!1�;• c LOWS UMIUMW r0/CO= SRO A L 10 MS COMM MONO SIZES A 6OLN 5716 I NORM WAN MO COLUMN MS 0016)47 NOM SIZES A MUM 1185 LOAN �, MAX. TREE swop IAA. NE m1AN TOMO fm BI ca.. TOO INC C¢N II MAN CDWN m10N TO DI W L mama I E 1010 ROM 161011 SPAGA NO 9.18 sue T AO MC 1 1719 b WO 7110 - m1 9 �•'31i� moo gm IN 0' SP , NO - 4 NO C - - 1Pl cow 3' [��� w Imam - II W C - . ,_7 SPACFAi NO SUB SLAB MI NO SLAB 9408 1 MOO WOK NO SUB 4W TM 9400 TYPE MOM. l0• ® QQl 6 vw Cf�G x1. 1�_G v- "• -' A 7 140 [•fG 91. 91. A G Ea � [�[! ®vL Cif . w o, , a " - -- -' 9 We <7` 4 . aw o a. c ' 9 . _ via o-1. L E G a•. ®61N0� .y c �� -� ,.1 c - 676 .a.Z vTA u I _ c - ' 9' SAO i i S• vnlu 20 3' 6' - �• 8' _ _ - a• _ o , c-1.. YL..��f/ -- ' • H c ,-s �_ _-' --� _ T -- 16�Pat_ sw Sri_ 0 . c > ■8- �� _ qy 9 � - _ G . =1.1.- __ P.S.E. 6 8 . _ 1 _ -•. �� - ; ® ® � � � _�� -1 -6. 20 �- = Q 'if- � I4.L vi 9' -G 7 6" 8 ��BI II��� �� �� -� �LLL7L�� T 9 G" � 1 G ( = CHAPTER 31 U.B.C. - PATIO COVERS ■ `' I R MRS FODINOS 11 i,' 10 1' a . PAI of SEC. 3116. PAID COVERS ARE ONE-STORY SIRUC5UIS NOT LAGGED( 12 REr N 101011. SEC. 3119. A PATIO COHR 1411 BE SUPPONIED 04 A [01[1411 9118 ON 120ADC 8)1)40)11 COLUMN TO FOOTINGS BFAMS TO COLUMNS ` A �4o� , -A -a ENG09.1115 WALLS WT HAVE ANT C00101RAD N, PROM= ra 1P0T AREA Or (11C LONGII 6001NG% PROVED THE SLAB 6 N01 LESS THAN 3 1/2' IRO AEA fMMR PROVED �\ SEE RAIL AID Of ADO0OUL WAIL 6 EOM 10 AT LUST 65 PERCENT Q Al AREA BELOW A UM MAI III CGINN5 00 1401 SUPPORT LIN AND DEAD LOADS N EXCESS (1 72 POUNDS 0.R OC1AL KR 4011400(4 PAIR co6D6 5C[ DUALS W , 0 . ©k 0 nu Of 6 MI B 94005 IX EA01 WALL, (1176 904 FROM AE ROOK. OPENINGS WT BE EN- .C¢IAN. 9 f1'1 �' 0 0 5 3117 PAI40 COLO CO CO 0.003:1 050.003:1 •M INSECT SERMON 01 PLASM AMAI 6 READILY RELOVA111E 1RAN9 UGH OR . - . 1RAl15PARD11 PLASM NOT 1108[ MAN 0.125 NOES N 04001(55 SEE OCTAL S_ TOR !REMANDING PA. `y 0, 6 1 ••, / o' • N 1. ,i' I • M) VERS NAY BE ¢X400(4 OR 4111•310 10 00X440 O.ADPICS AS ACCESSORIES 10 ' '., • CROP Y; CROUP R D01901 k OR 10 9NaF 08[111[ 1./6 N CROP 0. ONSOx .. A . . i �� . ® ®® 14080 60 -A RSAN WO PR11959 fm PAl40 COVERS , , {i I 7 OCCUPANCIES. S1w1 BF USED OILY FOR R[oEAt10NU, W1D0oR t1M7G P1a- ', -, ! 1 D I �I r, CND. µ1 l0 1� �J PA 'y PS AND 4401 I AS CARPORTS, GARAGES, $X08400 8006 OR IWp14041 80016, 1•D 571(910:1-140 910:1-140 AREAS min how) 51 J I 'AIWA .0031 E T w: PO ( ) COLUMN TYPES � ; i' . 1 ' ' ON ADS {01011 790E 0F9 - ' Q \ (o , GW :.'' (2) H' S0. • .8)7 utNraN r 1 +04'' I " • - •91 -a I N rut 70 60 90 100 110 1 A (2 I 120 1 30 h srPr•�tr \ SEC 3117 MOIL MOIL tE 01511[4 AID CONSIRUCt10 TO 565401 • Y � t - NE LOADS WARRED BT 01AP1ER 16, C0111300 N AC(INDANG 61111 1 (155 MAN 12 10 13 15 19 23 127 32 B. 3' S0. • .032' ALUWAIY • - - t} CAD"/ - • / SE0004 1612.2 FOR LOAD AID RESISTANCE FACTOR 0[901 02 SEMI 1612.3 - �_ LE`• :S FOR ALLOCAB81 s1RQS a o1 0:901. 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Is . / / hO a Oa 00Cm / 7a_ • -7771 SUMNER, WA. 98390 • s .t• • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • O • • e JOIST SPAN TABLE 4" JOIST' SPAN TABLE • • • • • • • • U LOAD ALLOWABLE SPAN ALLOWABLE CAN1RE Ulf Lon ALLOWABLE SPAR mil�1Aa; _reta • • • • • • • 1- 25 PSF 11' -0' �` -0' is PSF /1' - /• • • • • • • • • 'toff • 1 L � • K LO1 30 PSF 1C -0' 30 PSI 17_11• {• • • • • • • 9(IllfilT J01 . , 60P _ 8 - 8 E 40PSF 11• -3' _. _ • • • • • • • • • ••• • ''?� , 3-6 60 PST 9' -2' 3' -5' �■�� • 10 1 111=1.1111_ IIIIIIIMIMII MAGNUM GUTTER FASCIA ••• 11111.111M111 lIllMMIIIMIII • • • • • • • • • .929 • . • HANGER OR • • • 'C HANGER . - • 929 ` ice' • ••• • • • • • • �6.H' / S ► fg I _ ,J - : -- 1, y I— .240 .213 (z SCREWS a r ' E S 1 I . 112 .- JOIST) .; l • RI • • . BEAN I� .2w . 385 --{ r-- tl10 f .102 / i 2 6- r (1FT/�l •R -, SIRD,t .I.? 1____ SCALE 3' - I' -0- \ . 1370 I .385 ^'{I 1---,1 4.00 1 ' 3.000 1 I .250 . -_.... _ .. t St E pa L 1 r� o y f � .) Ji, I L 1.0 93 . /}r 4. � �1� ' �% 250 062• 90'-0 �� I � 4,T 1.500 2.500 TYP. / y� a A 1 N • , SKITIGHT J01$j SNAP Q.OSURF F-- .500 –.Al T EM F-- 1.500 ----•I • ' q' y SK11 ICHT JOIST Or I �• § r- --1 PERT sil 6063 -T6 ACTUAL 92C f•Spp _ I7E s�•I' •t' 2 4- „��QS+c� 6063 -16 ACTUAL SIZE 6063 -15 SCALE a:i S �OP'I ALA;' I • w.., • � , A ,.` , _ 1 � N0. 1 £ (li;41411*.' '. 1\.4.,',-;;,.. 4_ I �il� L. 22 R�N00.EAR LEON /8.15' TEA 0 12%.7. 6 � SNAP CLOSURE � CAULK DECKING Owns T /AA o•wcu Pa • op i l � /� � ; , AI B F ' Zit G L• 00 • L ave 4= mv"n Ti_.ab... I . 77 . 77 ." 3.7.I.n1 13 I _ —'ipw^ I '.'- REIMS Rupert CrragOnooP8fj One COMMERCIAL & PATIO T RTLL Joe N0. 97057 CONSULTNG ENGINEERS /CIVIL ANp STRUCTURAL STRUCTURES SKYLIGHT SUPPORT JOIST J.D.B. WESTERN AWNING COMPANY ALLOWABLE SPAN emu A.N. 1 3 13612 8th ST. E. "•1 vm" wgw•T Nero / SAL- lot / Ar,.R r, AM / 201-s3.3-7776 SUIINER, WA 98390 ah JUNE 1997 y� 1q. I6w r. . A(//4