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I 1 0 j • • I �; • • • • • • • 1 _ W1 ,2 • •••• s. is /t10 -) = 1 = G�.9- •••••• ••. • • i • /q4 1.40.l..'SoLT5 • •• •• • 4. a at, o;C.• , . , GL - 6 (0)( 1°Q) = I oz c, Pc-F x /•7 =••: /•7¢ • • •.••• • • 1 f L ' I :j' 4 . ., M 21 G l (' 1.-F x /• 4' _ .•r •• .. t tln6 I it �t Z w • = • •:4'•• ?7 � ' • _..; - 1 8 3 w L K t . ... • • • • \v:':.: .... ....o1S..il. •• • • • ) _ _ -C. • E N\ ' L L. i:: rG' i t [ f 11 1 ' 1 ' • ' 1'•.I : is J i I O Q . ` 'os. 0 !-----• !-----• 51-41davlQ K i • p � e ' As (4 - 6 o) 4- 2 . ' t� - proves �Q • 4 ,_ 0 .. ii le-t9 .2.1e. 7 aA RS , •• • EA.51G { LO 1 i . A i- .3 (' -j' c.t ` ►�,- _... ,'. :; � , Atic ; } a IC ^ r I I: S - 4 - (• 8 3 - - - 40 , ����6 i K � ♦0 4 A.• ( 12.S 65 331 ) ' =- I .; -.•- •'7` ' r I 13e7Vit OK-e A S IS • .. P 41 cov .,,„ I 4 � :1 D W GAYLORD CONSTRUCTION BB #56899 PH 281 2200 ■, ■ -Fax -- /22 0b1/ 70 Tigard Plaza 11945 SW Pacific Hwy Tigard, Or. 97223 Apply 29 ga. Val Rib III panel over existing cedar. Vertical walls as shown in pictures 1 to 7, using 1x4 furring strips 2' oc. Horizontally using 3 inch framing nails. g)Za Install panels using 1 1/2 wood fast screws every 9" horizontally and 2'oc vertically. We will be going around signs using C- chanel. Much like vinyl siding installation. JoAnn Fabrics: Will apply 29 ga. Val Rib III panel on existing steel tube frame work. See picture 3, using self taping screws. Frame work 2' oc. Roofs: Tear off all cedar shakes, will check sheeting: and cover with 30 lb. felt. Install 29 ga. Val Rib III using wood fast screws 9" oc. and 2' oc. Shown in picture 6. • OCT 08 '98 07:29PM VICWEST STEEL SALEM P•1'1 .r ry au u b 'b Ul'. 1Y.C. •__ . -'- �r Salem, Oregon 97303 •f✓ : .vR 503- 393 -8161 1 - - = 1- 800.372 -3535 FAX 503. 393 -5813 J �� == U S Op r iltio,1c A DIVISION OFJANNOCK STEEL FABRICATING, INC. • r • II Opp h r r • • , Note: , ! Anti-SiphonLap • . , „------- At /t trk 0 e-} , ,* • i 9° 9° 9" 9" 3:° ,....., • 36" �� • • • DESCRIPTION: Val -Rib III is a 36" coverage steel panel with Y." high ribs at 9° on center. It can be used on the roof or wall With substructural members typically 2' to 4' on center. LIVE LOAD (Strength) SPAN in feet 2' 26" 3' 3'6" 4' 29 GAUGE Continuous Span 200 128 89 65 50 • • • I • lire Bearing Length • e a Span loading applies to ah@OtS continuous over lhrpg or Continuous more s • Load Span Tables Basdd on Wanting Stress or more spans ■ ! • • Steel Yield Stress 80,000 psi • Weight of the sheet has been allowed for i • Flexural Design analysis according to AISi `Specifications for • Deflection (U1 80) limiting live load based on deflection of span. the Design of Light Gauge Cold-Formed Steel Structural • Metal thickness based on minimum ASTM specifications for • Members May 1051. allowable load Calculations • Loads may be Increased by th for wind load • '_rC NOTE: The following load tables have been complied for the design of steel roofing And siding used In conjunction with either wood or steel framed structures. Vic West Steel assumes no responsibility either expressed or implied, for its use. • • Effective Date: Dec. 1, 1991 Prices subject to change without notice FOB Satem, pR 4 _ • I `� 4-ZZ 71 Cameo r LApsQ 4 -1 O -11 F (--. • (rc4: 41o3) ( J FASCIAS (3 MOIZE #rvZ E 5) 147. (Tip) = SS if T.. A Lo ►J 4 Ti GL4t LAM BEAM : ( 5 x 19''2,') REGoMMEtf 0 i4Et, J MATE1? -1 .L MESS uee Teevtrre0 r}EM -f-c2 *Z oR I4IE IFR GE1O, & *2 ow- Ve rtt Jt . ME r4L Ff}SGtA QA►JELS Go1JT GAP RAS rh•s4 2x4 FASciA S-Tv 0S erTmees2 GOON TSY4:- FI.AS� i q : 24" 01 c.. , a \ 7 1 EX t5'n ..1 Cy- Cyt. REMArIr•4 5. *44 • ' .L.:, , C ; 46 . ∎.. , t 4 g. J oo� H 1 , ' T U R-E • ¢ c tA - * 1 c aste . 3 ° .i_ I G LuLAM SEAM a o - cr �' ( 2 x 4 s P AGER C.5 _ z 2 Av ( b E�4G Irt ZX 4 0 0 0 a Q ii ` • - a r - • i� [L c L Cr I' Pt5G1 P STUO o o w: o -. .., as—% 1 ,:. < LA‘,.. SD I✓TS 1491 CAI. Co N . Ttsuoas 2x2 'MP I so-r Zx 4 t -er-re: iJM L, - ro to c t+ MO Savo Li / (2) 10d GAM. MAIL. Ty9 �ED PR O 'F � N C. 9381 � 9 s 4 2x a zariz Put-is Q 9381 9 OREGO f LY." OREGON ✓ / 1. 1 (2.) 1044 CAA ✓G 22, N%'`..‘ GA Y 2 2, � 'i EgD M°tlL.6 • TAM cov --: Z`t NAL, . EXPIRATION DAT;: 'EXPIRATION DATETZ 3/ - r : 4Z2 I • ITicr Z.o Pt.,s I +_to F-2 0 Z.. CALCVLA -T o as : SO MPS ex P. a • _ . _ -- - H. (TAY Zg-'' 61G) --k M = ( = 13s * r 4- Zx4 (FLAT) S = r,3i2s 1 . E. ... c 1234 Psi (q2&)(042.) 7 ' • . M • t usz • 4 (- d =. u' _ --_ - o • 3 (off a ' 4--+. go( ' ( _ _0.50•1KZ • 30 . Wse li ��+ x 4`I L 4 0 64.2'4 (2'5- 1.4-‘ "1 Sfia(. circ4aV' 1„l (Asti -tArS, '1 fl C.. 114 *. • 318 go cf[: 7 A n e-t T.% . 5.g - .13 = . 31174 (go) ' /2" Sot. -f : ����p FROFFss WASHE1L . Q G N E .F �Q ft 1/l RHO. vi { ,'t = 0. . 2 2 0.6 �o o . S c ' 9381 9 •,..._. G . 1,1 OREGC '/I 22, `C11 1 • !EXPIRATION DATE: . 1 4z21 T. -rd - 3 (" `% ir VASCi A & EX IS11 NG Co ■1 &Me . L,../ALA.,: i 1 1 1 i •._4IP C „-7- 2 x 2 —Top A-�I 0 8 Q flt M pi -A-re : (2) 104 coM• E�JO A/4U . • • ;� I,u -o 6;4_0+ 2x4 57VD. __ 1 Zx 4- (t - -) S -t & Z¢ x CP.T. I-1 M —v.11 . O.,- W . CEDPrs 4 1 ( ■ -"Ct I q . —.,,c ' 1 1=. —a' -- EX 1S" IJ G Go►J c -a -. / ‘ t N to P. 2x4. s Pprce9- / SFKM . 6 OWL- To EACH S71/O L.,/ _� G4 C M /F} . A1.9-r @ /4o I I M oleo • CA,JL /oP ?.T. ?i 'two ° n). M M ■ / , / , ' . (42 3 /8 " ce l% Expit�IS1o�. Got - TnP ii-fId Gc Tom... fts sN-owiJ- - „ r . - r . -----.7. � � ° 18 2 MrNrM.u�. ) �i ( !Y cA uRLnL _ �' o l IP6 Hi 25 PICA .) �P� PRO L f Q 9381 9 9rest_/ el G SIDD44 — OREGC ■ kt AYCct -1 Z �r2" M 1 rJ . . ,e, '22, � 'N EXtS ?i #.16 , 7 M c ov aP's 'EXPIRATION DATE: 1 - l. 4221 1- P. 1 -to R_4- ILL i =ASCIA DM 5'1eEL &lVtO W AL k X • v C E Co&-)T. P.T. 2x 2 n� 7 lb? 4 I3c?r. rLA T s . 5 EX IS'ri k1 CI TzAOF ..■ \ //// S-Te. ,4- P.T. 2)(4 (RAT) STQO S @24eiG &LULArM 6E1�M. N X �_-� M (" - PT so, Ms /SPpcees ct P•T- SI+IM f SPRGEYZs 7 I e IS kl G ALUM. ,_� �..∎ "TUBE " G-240".) v , � ( "x 39- 'I- vErt,P1r) I/ m+R -A -BO TS ?01 6144 13 0 rTa j AS Oii J . �• EX ISTIN ti ( • Cl V R ALUM. Toee WA}S H€25, "N P.) "GRAD" wog L L . . <, , C O PROF /o i f& 936' ' O REGON NE�.1 STEE L. SCI ��.�I/�� , oviE2 SXPAr(WL ✓G 1Y2 2 N ALVMIN tot M, r 1MCOVSC(, I EXPIRATION DATE: <