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POINT NO, fi..aLle_-___J- 2.1:-.a.r2._____ • 117 Soo letter to: Follow ..,. „:, I f Attch a ,,- l 0 - Job Address: )) 0 ;- - 1., , - i 'Act\ . , . , • la -..-\-- [hie: 7 /30/1 - / Af51 b P:LANt • WtT .E...E.(51\1•JOB q sza" I I I I � • !, . 40� o ® N IN 0 IN. ________ 1 •i ■ • 1-,.0s - 0s' • 6.d0' __ I -c, ... I im ______, .1 Ni-: I. (., .11 1 S\ ip 1 — -- b 1 IN NI ' NI is 1g.0•' NI IN . ■ MI o0 111 4 I. N i r IN 111 ■ ■ 15.0C' II 40.00' � � 63.00' �- 163. o; IN 111 1 ! X 4.00' X4.00' o I int Q5 _ ', IO& . _ 15.0C o r *11,'. .1�► .t . - 10.00'` ., . -,-.-----:-., 6.1 ip 0 . - :. •-• • .r , .' 1- .. 0 0 13 ,/fi 0 i t - 0 1 -. . III r IN ' 18.40' rod ! °' ■ 1 -8.2.8' ...1 1 0 6 gr. C--11 ■ o ■° D tri ,. ' I I, 1 7 ! r, ! - _____ _ SE 1/4 NE I/4 SECTION I WASHINGTON COUNTY SCALE 1 "= 10 65' SEI ALI 2S 756 • 1 900 N •29.15 5.75 AC. 82 83 ' E . z 9 1325' ''J to VACATED 888/554 -r _ —I 1 r V- 117 132 132' 132' ) 132' 13 n I Ui z I I 1 0 1 I CD 1 1 1 rt • I 1 10 n 9 1 �z 8 I 7 I 6 M 1 L I S. 495 3 89° Id E 249.76 i 1800 I C) -- I I 6.6/ AC. I p II . � . 117.75 `\ ♦I 132' 132' I I '_ Y + --4- _ 132 _ _ 132 _ + _ 132 -1 1 I I P -q ac I 1 1 1 1 e ?/ N a o 3 N N I I 12 I 13 I 14 I I5 ��1 16 N 0) CE U „., 23 - 1 1 I A Q 4 ,_ _ 118.49' d 132' d 132' _ 132' _ - 132_ 75' VACATE D 30' :2 0'r 78-5565 118.51' -- T 132' 132' 132' 132' n el 1700 1 1 1 it m 6.60AC. -- -- 1 - - 1 1 I n 87- /80 00 30 "I 29 I 28 I 27 MI 26 I I I I I I 1 i T 20 ' f - 4 4. 119.25' 4 __ 132' - 132' + 132' f SO'J224 1 I I I I ~� CALCULATIONS ,/ 4 __ -- U. B. C. CRITERIA /" . • WIND (MPH) = 80(B) (SEIS ZONE WHERE APPL) Ai .,. �... __- ,SOILS CLASS = IV • � �G 1 Ntt .9 TABLE 29(B) Fy = 35 KSI (MIN) (46 KSI ' SQ TUBES) 066 Fb = Fy X 0.66 X 1.33 (DURATION) - ' --- F / 'c (PSI 0 28 DAYS) = 2.500 OREGON 17 W WIND PRESSURE = OS X CE X CQ WHERE: ' ►f. '� l QS = 0.00256 X V *2, CE VARIES W/ HT Sc EXP., 'P T R KE E '' ; j CQ = 1.4 FOR SIGN & 0.8 @ PIPE & ROUNDS , ( USE EQUIV A = 0.8/1.4 = ACT A X 0.6) EXP _6: NOTE! SUPPORT FOR MASONRY STRUCTURE UNDER SIGN (VERT & HORIZ) TO BE PROVIDED BY OTHERS (NOT PART OF THIS DESIGN) (MAINTAIN 1" CLR (HORIZ) & 1/4" (VERT) FROM SIGN STRUCTURE OR TWICE ESTIMATED MASONRY DEFL (WHICHEVER GREATER) SIGN AREA (PER POST) < 60 SF, HT (AVGE) < 20', & CE = 0.67 (OR LESS) WIND LOAD = 60 SF X 16.4 PSF X 1.4 X 0.67 = 0.925K © H = 17' M = 15.7'K S > 15.7 X 12 / (24 X 1.33) = 5.911N *3 USE 8 "0 SCHED 40 W/ S = 16.8 IN *3 FOR ACCIDENTAL OVERLOAD M ® BOT OF "CAN" 0.925K X 4' = 3.7'K = 44.4 "K USE 5 "0 SCHED 40 W/ S = 1.88 IN *3 BRICK "CROWN SEISMIC CONTROLS (USE CP = 2.0) W(SEIS) = 0.3 X 1 X 2.0 X 33PLF DEAD LOAD = 27 PLF (BRICK) & 6 PLF ( STL) = 33 PLF TRY 5" X 3" X 1/4" ANGLE SX = 1.53, SY = 0.614. IY = 1.44, Ix = 5.1. M(SEIS )/Sy = (.02 X 8.67''2X1.5)/0.614, M(DEAD) /Sx = (.033 X (8.67 *2 - 2.17 *2))/1.53 FOR 1/360 DELTA (SIMP SPAN) Ix > 0.484 IN *4, I 0.294 IN *4 OK BY LARGE MARGIN NOTE! ANCHORAGE OF 4 "T X 8" H BRICK "CROWN" TO ANGLE BY OTHERS (TO BE CAPABLE OF SEISMIC LOADS SHOWN & CODE MINIMUMS) SOIL STRESS = 0.1 X 1500 (BASIC BRNG X 1.33 (DUR) X -2.0 (1S0L. FTG.)- = 200 PSF TRY: 3' X 4' X 5.5' DEEP EQUIV *2 + b *2) *1/2 = (3fi2 = 4=2) *1/2 = 5.0' 0 •(AT RE GULAR "DUG" FOOTINGS) S1 = D(ASSUMED) /,3 X SOILS STRESS = 5.5/3 X 0.200 0.3667 A = (2,34 P)/ (S1 X 0) = (2,34 X 0.925)' / (0.3667 X 5') = 1 18 A/2 = 0.58 D (REQD) = A/2 X (1 + (1 + (4.36 X H) /A)) *1/2 = = 0.58 X (1 + (1 + (4.36X 17')/1.18)) *1 /2- 5.3 <5.5OK Grt'" V A SIGN STRUCTURE FOR: � BED, BATH & BEYOND/BORDERS DATE: 09- 7 -96 /�.1- _K� UJ LnS ( n I.AS.. 11/711-5\111-- Ll' L511 TIGARD, OREGON i l o L U M 1 N 1 T E SIGN CRAFT JOB # 96035BBBTA j <� '' <��J��1� �NE� j 28825 S W GRAHAMS FERRY RD TIGARD OR (503) 639 -4910 SHT 2 OE 2 WILSONVILLE OR 97070 -9516 £0 - d 16170 Z89 COS AANN�>1 L'b :8O 96 - 61 -daS , °� `U� C. O�TER�' 4. Au ( (ZONE (3) SEIS WHERE APPL) CLASS IV SOILS Fy = 35 KS| (MIN) �- ~ ~~ - � ------- ./' ,' ll -0" 46 KSI 0 SO TUBES OREGON �c = 2500 PSI n. * � ^ �" | ---- �-8 -' ---'� �� `° ' '� ��� � ~~ F -- —! __ ___ _� � �_�� � _ — '—~ � / '' | � 4'± � [Xp 0-�O-87 - / ---' ---- --- � --- [^ � �- --- --- --- ----* | ' '' - - i • | � � | I 4 X 8" H BRICK O ' � -� " | ` ~ / � ' — COURSE (BY OTHERS) | ' ^ ' | | Ilf TO STEEL PER CODE'-'�,-- `DUU�LE �ACGD 4�t . X'l3� { | ! ^= X O'± HIGH /PLGX\ '� "~ ` - ' / �`'' 5" X 3" X 1/4' L PERIMETER I .^ '` / �' • /\ ' FRAME (BRICK �U7PURT) ''°1 / ��' ` ' / / `` \' ~ / • / - � J/1�x - ` / ^ � SCHED 40 ~���- - - -~�� ------'- --�-----�� / � \ - �H ��N��N �^ / ' /' . (5 = l 88|N~}} ^ � ' ` �/ . ` ' ` ' ' > 4 (VERT) CLEARANCE � .. . ' / (/ ` 1 ----------- - - . -- --- _. � - • PLAN \ 2^ X 4 X l�� T.S. BETWEEN MASONRY & STEEL / / .'^ ' [� �� `' `� ~ • � ~ . � 'b / � �- � / / | / i � ' / `� �� / | / / MASONRY PE� BY OTHERS | | � � 111-----------...__. ! / � ` `-- STD SLIP JT SEE DETAIL / AROUND STRUCTURE ( . LOOSE FLASH (ONLY) BETWEEN SIGN & MASONRY | � SECTION � | � ! 8 SCHED 4U PIPE -----' -- -- .---`- } DETAIL | | /S 1� �) `+`~-- �/ �— | ��| �_ . = � `�, | N. T. S. ) / [ /| / • �� | | ��� FOOTING UNDER PIER / | / �� UPPER m| -� o � | / - `--.` � o (By OTHERES) SIZE & i c) �� ~` RE|NF A� R�DD -.` | � | p ~- i [ / , �� i �/'6 _ | . -~ ��| _� ' | */ ,~ ( � | . "DUG" FOOTING --- � , BE |NC8RPERAT[D IN- ' �� ^~ ` � ' - PIER FIG) ]'(k0N` X / / / x ' 4'(kNN X �'-5 ---- '- � io| � ` 4'( MIN) ' (MIN) DEEP (C0NCRETE` '/ . ' =` `n | �_ ` 4) 1/2" X Z� ' � �� / �� _—_- � LOWER y ~~ ^ � I � ' ^ ��~ ��~ 1 � DETAIL �\ { � L/L_|+\|L_ [-| [—\/�l—|�lk] 1/4" = l'-0^ �— L—L— V +� | | �� |� N. T. S. - ---- - ----' A SIGN STRUCTURE FOR: _ H[[\ BATH & BEYOND/BORDERS DATE: Og-l7_Q� / - c� �6 """u / �d���»\ � �� L� �U��� mw, �[�� TICARD OREGON . ������ | | |��|�J|—�[~ �����k] �~[)/\C�—F JOB �gS0�5BBBTA. ( �—������^~oo;»��� �~��K~����~0�Uv� �_��w/�/v/ / �— .�/��/° CRAFT / D R 5 / | \ 28825 � 5 W 0RA*A�- FERRY / � TIGARD OR /503\ 639 SHT 1 OF 2 - W|'SON|L [ ZQ'd 16170 289 LOS AAwwAN L.17:20 96-6T-des