Loading...
Plans (2) . EVERGREEN � [ NG��1C C RNG Page– °) -- xk :: -- 8y � � _ �aEe_G.�1 5 a7 — `(3 Proj� k Viitn1 -- PC` -- -- — - -t' f � —/),.� I - rVnf,l��v-c: s- fp,_t -'a k:-.7 r, - 1; Lt-_-.,,:-.. _i - G( l �� C�J Iq I ,-, V /9 c �: . - L4 ; , -:, - 1 -. .,"/ . 2.- :,.k rc1 F� I d 5'I '.J _ J'. I L 'v`>>..., �__ -- I - i — !! - - - . � - _ -__ -- - - - — - • _ FLAB) Al: 1) °ti ‘..S.1‘.4.3._: � . d� tom'' I� ...,_>=1..A,' L ' e r �1i� " �Ei fl i �- 1° +�� - T; •• ii i,--rip y P��ac,1FC,i f�S[i�1T f �— 1 I S IT -VI 1 : G T41 CL S.J. t _ ________— .N �1�t� - C.'`6QP.) _- _� __ ACS - - • 1 NPIC:AL SLAB r.',"1 r f <I I';1 CS.C. �/ X �-'l / -"l'o. y 1- .0,,\: -i. - - --V _ =-1 - , 4 • I.) u- 1 jo. TILT OF :I - _ L P - - �. "� _ry_ __= o d ` `_ —tnfie, I /lt GLV. I 1 fiL1, -up Pilr:1GL I--- Eugene. Oregon o (541 ) 434 -4771 • www.evergreenengineering.com • (503} 439 -8 ?77 • Portland, Oregon -- -- - - -- - -- - -- - - -- -- - -- City--of-Tigard .- A ;,,Iv Plans 6 B Date I RE•cz 06/22/2007 FRI 11:52 FAX 0001 /004 - _ EVERGREEN ENGINEERING # Page of By Date ( 7 -1 -VT - Vi 503. 5. i9, ` :'':'�•'' Project �11n1 ' a at-ti . • .c.,.ti, . oiFI: 1/.4 A1,4,5 , , , , , ,,,-, ,, \, . , . . ...,.._ ... . ,: . ,. . , , . , . . ' I I 1 I I 1 . . , I 1 �� , . • . 1 I I I • 1 I ; II • I II 1 II 'I . 1 ���■■■ 1191...��� . yyy�■■■- ���� 'pppyyyQQ¢� I. II � .: r III *. , ' 0 5 / 1 ', D/ , , " . ' V DING I i , I . 11 1 1 , I I II , ; 1 I ; 1 1 ; ' i 1 • 1 it ; 1 1 1 1 II 1 - I I II , I I , -� 1 ~. 1 I I I I �, I I : I ! 1 1 .. I. ' �...s M,. . . ' .. , .. I,. .. 1 1 I _. 't?� I3, I F 1 1 I 1 I I •11 ; i I I , , I ...... ... .. �. .1( ... .. 1 , ... .-. i. ; I• 1 ; . I I 1 I .1.,.._.,.....i.._... ■ 1I . I I . : 1 , , 1 I F _... I I , I 1 I I ` ; • 1 , 1 ; 1 : I 1 ; i 1 , 1 , 1 I I A ckiriloP ; 1� rtAG (4(1.) ; . 1 , + , I 11 1 1 1 ; ', ; I I 1 I I 1 1 • ' 1i I L. jn� IV'1/ - ; .. - ., ;. .j.. / /� i i ' ' 1 .... h. .. .. ...1.. ._ j . 11 !, -• ; ' h 1 ' i O3r 4 73 ea I •; , ; 1 • I 1 1 1 1 , , 1 1 1 . I • 1 1 1 .. ..; . 1 .. '1 4- 4 1 1 - ... ... .... ....I.... .. 1 1 • " 1 1 i ' ,.... . i •' I I I .. i I 4... 1 1 I I 1 II I I 1 1 + , 1 ; 1 I 1 1 1 1 ' ..... I. I ...................4....... ...................4......................4....... . 1 ... ' .......1 ....1 1 �. .�.� ....................................... I 1 . � . , ; I I , _•; • ; , ; i I 1 /. 1 ,.. 1 rt- ..w._._.. 11..E I 1 , 1 I I 1 , 1 I I 1 1 . . 1 I I 1 1 I . ... .. , 1 .. .._ ... r y .. .. 1 .. 1 , ... _I ._. I 1 ,_ . .. . .I . ." L .. I .. h ....1 .. ...,. .. .. ..I 1. I . 1.." 1 I 1 ... .. ... _ ...a. _. .. I ' ' j ' i Y I I ' I I I.. I ..,. .;... i 1 ' _L.... i. • • ' 1 1 •••• ...1 m.===....= -- _I.w..1. • ,1 ;. .. .1. .i.... i. .. 1 . _. .,. . '`'L' .. • 1 I I 1 , , I I j 1 P i d - ;. .. 1 . .. .....i . .. 1... 11 _.. i . ... .•. I 1,%,..../ {.^Q� j ' •�.1, I I ...1 i ' 1 . J. 1 I I ' 1' .. '1 ; 1 �/ I ', 1 1 I ' ; 1 1 ; 1 1 1 ' 1 I 1. ; ' 1 , 1 1 1 I I I 1 I I 1 4 1 I 1 1 1 1 I . . C . , 1 1 1 1 ; ' I 1 , ' .� , y � ; I I i ';60. I aj1 I I I I 1.. I I e I� C1 1 ; 1 , ' I .., ' . 'T- -- .q'.e.�_ _.V.... 1 . .. . _. .I .II. B1 /. r k ii Date_ ' 1 _.` w_w ._wd._w.',... 1 • ' 1 , 1 1 1 I I , 1 I 1 1 I ; , I 1 I I •' ' 1 -- l ! 1 I 1 1 1 . 1 '' ' 1 1 1 1 1 1 .1. — I i I I 1 I 1 1 1 I 1 1 I I 1 ■ I I I I I I ., i i 1 • I •.. ; 1 I 1 .....,. r-..- -rn -- ∎ 1•__...U..... I 1 .. y { I I 1 1 1 i I , I i i i I j i ; � 'i i i I . .. .. �... .a. .... . 1 1 1 • ... ... . . i 1 1, 1 I . 1 ....i ... • it ... 1 1 . ; • 1 . ,. 1 • 1 .. ... ; .. _ I , , , 1 I I 1 I 1 11 I 1 1 1 . .. .. .I 1 .., . i i. ... 1 . ; .. i. i .. i I i i • ,•.....L. +... ... ... ...L.._.. .. .... I , ... 1 1 ■ 1 I . ; { I - I ' - - -- 1 ' 1 I I I 1 I I 1 I 1 I I 1 I ■ , ' I 1 • 1 1 , , 1 1 1 1 1 • .... i• . ..... i .. .�.._.. I . 1 ... 1 ..i . .1... , . . . . ., ...... ._n�-tiw w _.. - i._..._.. ' .-. , 1 1 . ,... I I I ' i I I ' I I I ...- 1._._.. 1 1 ' 1 1 :.. _ I �L I 1 I _ 1 1 .. .. I I . .. . i .,.I . ..�.i { I Eugene, Oregon • (541) 484 -4771 • www.evergreenengineering.com • (503) 439 -8777 • Portland, Oregon 06/22/2007 FRI 11:52 FAX 1 002 /004 • CITY OF T A RD BUILDING DIVISION '• • PERMIT #_ BUP2(3C / l)Ct =Y' 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/27/A L17 Phone: (503) 639 - 4171 h¢• '`�` " ;I'; ��I� v Inspection Requests (24 Hrs.): (503) 639 -4175 , ! ' = _.. INSPECTION WORKSI FOR DATE: /22/2007 TIME: :, /:03AM PAGE: tai SITE ADDRESS: 10E. Sr' CASCADE AVE 130" CLASS OF WORK: SUBDIVISION: C 3CAC'E`e.iLISINEE t,:I ITER LOT #: TYPE OF USE: PROJECT NAME: Ht IvIcQU ', DESCRIPTION: A(3dition of 6,812 s%.ti ft to exiS•tiritj b•iilciing OWNER: Hf•M OW MEC lt'A1. 1ECHNt7!1OG!ET , PHONE #: t 3.245.': s:Z CONTRACTOR: EVERGREEN ENC■NEERIWG PHONE #: 5 : - '9 l•; 1 Inspection Request Scheduled For: Date: h/2212007 Pour Time: - Code # Inspection Description ; Confirm # Contact # Message Z0 Rao; t*?fing U5f27433 0: G5.i. i23•BEetii N Corrections /Comments /Instructions: 0 oV/ aC� 6 s, I PV(- ~' -- t'f F lel,. g F 1 ' I' 0 c,-/ y e,k,_ 77 ,..- V .."--- K .- .. _ - , i '- '")-. ' 6,-. .1/ , - ° S. /fit • ❑ PASS ' - ARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS El FAIL ' ❑ "C/ .L FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED 0 l a ■ P Inspector: r . ✓'"" -" = _:.r Date: O ' B� Phone #: (503) 718- _ " / i 06/22/2007 FRI 11:52 Fax 1003 /004 Fipr 13 07 08 :SSa Wood -Lam Structures, Inc. 5032398174 p.1 % 1 0 AGC ectlth auptin WoodLam Structures P.O. Bout 42549 none: 50.289.7276 Oragun CC3 69743 s,ippn na mamma in "uniun *ME an. Portland, Otegaa 97242 F$s; 603.239.9174 Washbigtna WOODLSM 50KA R equest _ For Information # 03 s DATE: April 13, 2007 r 7, - ova � Pio TO: Evergreen FAX NO.: ' 503-439 -8767 9J � i. Engineering _ • !�!4, , ,` • ATTN: George Kadapiakel f - 14 = ` � ,, CC: File, FAX NO.: ua3i� dd� - 3 "U PROJECT: Hem Can Ex r . nsion WOOD -LAM JOB NO.; 07- 02-021 • ITEM: PA23 Strap and I- Joists SPEC/DRAWING REF.: Detail 2 & 3183.10 DESCRIPTION: ' - 1SF,D qNc 1p1 F11.01 IKePLT 3 lb Kwlk Boa TZ - G* 1 1) Please, verify the use of a LTTI 31 strap in place of the PA23 strap in details 2 & 31S3.10 to make sure we can line up the strap with the layout of the I- Joists. We have found in the past that poured in place straps are very difficult to keep the proper spacing to line up with the W oists. 2) Because the I -JOist top chord is 2 9/16" wide, please, verify the use of 16" TJUL90, which are 3 1/2" wide and would be o.k. with an LTTI 31 strap. 3) Please, verify the use of a 5/8" Simpson Titan HD screw anchor with 4 1/8' embedment to use with the LTTI 31 strap. The code report is ESF2 1056. 7 RECOOSE el ACIrk66 i M »PLINitE.. ; PE EV Reen) oEeizi . . PLEASE RESPOND BY FAX OR E-MAIL � . THANKS. R1W PIRCGTLY re Tot °F T3 ,SoiS'( Fr'omt Randy Ttfle (rtfttie@ wood- iatn.com R QLKWOQD RESPONSE . DATE: 4 /l7jZno6 3 LTTI 31 5"IPAP WITik T L /L90 ToteTS peg ITEM 2 8E1.0E4 thiszt t, of PA23 SRAI ARE Aczc p-e a tc 2 ' 16" T 1/ Lq0 HJ 'C9tD of en TS1 /L6'S AND U' T.! i/Lgo in9STtio cF INP 1 662. 3) Simi-ton; `rt;t -- 0 % P cws /� 1" AC Pc . tn�s .=.78 r. tharn Kuti(socr AW -40#15, 4." Hne,EDmcrnir u2ACt1 speztAt. 1rJSKCG Age AecERrAeLe. I'd L9LSSEbEDS 9utJaaus9u3 uaaa9JaA3 eLE :ii LD ET .idu I 4 4 g's AROUND OPENING& DACONALLY 0 CORNERS A Sti 4 DIEM REINFORCING r-r BEYOND EDGE OF OPENING - c. ch L64/2, r LOW 5 (2) 154 TOP AND BOTTOM • F... . . CONNECT SEE WO 0 YA1fEL GP AND HSS 1: 0 14 0Zi ag . SEE. ARCH FOR 0 -... BEJVEER • N.1 N. Co • 7 EMBEDDED PLATE FOR BEAM ION c. P Iff WM) 3/0 D A lli I I —1 - . PETAL 4/S3.10 -4 ' • t ik ve I •--/iDDED MORS o or 0.C. B (2) i7 ANA CHORD BARS PER EILT 5/54.2 .4 - W H ,......."...------ 9 RASE CONNECTION PER DV 104.2 Loon r-B• . tagatia SPACCO IN EMIR IY-0 1- .-• NOTEcLOCATE CONNECTION Al ALL CORNERS _ in l'-Er BEIM MECO OF LEDGER. ID (2) P PARS YILTROUT PLASIIC SLEEVES 0 ENDS II (2) 15 EACH FACE NEFF ECM A WIDTH Cf 1.-r • ° PANEL TO PANEL CONN. @ CORNERS sc.A.LE, 1 1/2--v-o• II ...--...„\ kiluri ) / 5/6 0 1k \at i<kAme.bot.1 Tf ,„ —14- ,. h.o.i0A - l I‘ '....A.A..." \ ) 1 c ANelkOR 3 1 EilibtDTT , ' qtwa. W5fE 0 .. C:110 ...... . SPecAL iscpEc..11o13 -... ir lip RE ISIOIRt3. • • - , A i RCQUIRED, T41 -.. . _ if 1 • • I a 'It i I . 1 i i . z 17 ll h___—_ l ik 2 -. -. A • cwa . OpTiolo - 2. so A • . IA 44,9 POO: CT lot\I A i'l / .x.„ ii.!:k ----\._ AITMWATG CON I\M WVIERE ElY16as lb 1\10 ' UP 4- / i ir, -______---..., _......______ 4 T h, p!,..i.,.. ,... N . -1111 2 `' 8 . ..,. - Q E KADWv 4 DC ; i -1 3 "A'," tI If Do • 1 ( . . • • 4y- 21- 2007(MON) 12:57 WILSONVILLE CONCRETE (FRX)503 682 1922 P. 001/00/1 WILSONVILLE CONCRETE PRODUCTS Readymix - Sand - Gravel P.O. Box 37 Wilsonville, Oregon 97070 Phone 503.682.2525 Fax 503.682.1922 DATE: 4130/2007 STRENGTH 4000 P.S.I. MIX DESIGN # 406001 WA - EXTERIOR ATTN: DALE CONTRACTOR: HOLM BROS. CONSTRUCTION INC. JOB LOCATION: 10575 SW CASCADE AVE TIGARD ABSOLUTE SSD WGTS VOLUME CEMENT 564 2.87 SAND 1370 8.71 45% SAND 3/4-1/4" 1675 10.32 318" 0 0.00 WATER /Gal's 252 30 4.04 MBAE90 -AIR 4 % +I - 1% 1.08 ((75 City of Tigard - *73i) At; rived Plans . Date 6 ` 7 0 7 POLYHEED 997 5 oz per 100 wgt cement Fop � r YIELD 27.02 WIC RATIO 0.45 OFFICE COPY SLUMP 5" +/- 1" M19- 21- 2007(MON) 12.57 WILSONVILLE CONCRETE (FRX)503 682 1922 P 003/004 WILSONVILLE CONCRETE PRODUCTS Readymix - Sand - Gravel P.O. Box 37 Wilsonville, Oregon 97070 Phone 503.682.2525 Fax 503.682.1922 DATE 4/30/2007 STRENGTH 4000 P.S.1. MIX DESIGN # 406001W ATTN: DALE CONTRACTOR: HOLM BROS. CONSTRUCTION INC. JOB LOCATION: 10575 SW CASCADE AVE TIGARD ABSOLUTE SSD WGTS VOLUME CEMENT 564 2.87 SAND 1400 8.90 45% SAND 3/4 -1/4" 1725 10.63 WATER /Gars 255 31 4.09 MBAE 90 - AIR 2 % +/_ 1% 0.54 City of Tigard A& w • ved Plans By IIP: Date 12L110 POLYHEED 997 5 oz per 100 wgt cement P� -14 ( YIELD 27.03 W/C RATIO 0.45 OFFICE COPY SLUMP 5" +1- 1" AP , Milli-21-2007(110N) 12:57 WILSONVILLE CONCRETE (FRX)503 682 1922 P 002 /OOd WILSONVILLE CONCRETE PRODUCTS Readymlx - Sand - Gravel P.O. Box 37 Wilsonville, Oregon 97070 Phone 503.682.2525 Fax 503.682.1922 DATE: 4/30/2007 STRENGTH 5000 P.S.I. MIX DESIGN # 507001W ATTN: DALE CONTRACTOR: HOLM BROS. CONSTRUCTION INC. JOB LOCATION: 10575 SW CASCADE AVE TIGARD ABSOLUTE SSD WGTS VOLUME CEMENT 658 3.35 SAND 1345 8.55 45% SAND 3/4-1/4" 1670 10.29 WATER/Gal's 266 32 4.26 MBAE 90 - AIR 2 % +/- 1% 0.54 ( �� City of Tigard � • �: o e. Plans B y der' - Date d_.. POLYHEED 997 7 oz per 100 wgt cement RU p 2e7_ (C, YIELD 27.00 OFFICE COPY WIC RATIO 0.40 SLUMP 5" +1- 1" SUBMITTAL REVIEW O EXCEPTION TAKEN ❑ REVISE /IND RESUBMIT rriAKE CORRECTIONS NOTED ❑ REJECTED 0 SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH 'THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE: FABRICATION PROCESSES AND TECHNIQUES OF CON- STRUCTION. COORDINATION OF HIS WORK WITH THAT OF ALL OTHE' TRADES AND THE SATISFAC- TORY P ORMANC I HIS WORK. AL AY A . Cri)•••• • 0 . • . • • • 0 .' . 'iii I 31 1 0 3 � 3 1 i _ o 3 l�b 11 � I . • MAY 2 5 2007 O - •- • .. - . . 3 -L.3x3 ' q�T _ "._.1__•./.1______ I 3 O�rr�r _ �� ® K c .oti eel: e i . i i I��I�l6G�; �6�ri�BO� - • TO. LEL 20 -9,> I (JCEM6� - I • L4 • N • x • ^I • • • • . . • . . N Co D y • • • . - a . . : . .. . • • • • . • . ; . 3.� -- i0 • 3; w13_242 "(:O.mL -52. � l�' • WI- SXSc1__ - - -: _ _ - 3 r� • . IA I s TOP OF y Se CEMty) • • �:. nLT -UP PANEL • � 9 , �3/4' PLYWOOD • • X' I —� • LX NAILER _ 1 I U�II 11 • 1= 1 11111 RATE • • • ( • en .1,1 ' U 1 m BEAU k . pp • m iA 16I,s� 1 � .. ,�.• . : \,,,, - T O.S LELI... wee 1 (e- W t$ic35 - 0 . - •,. 9% - -. _C, .._ 11 °3-9. " — Km sxe ,� _ ' - y 2 �C�� ,s \ \ \ _L z ,iz • • 46 iv .�y City of Tiga TILT-UP PANEL _ ��1 n C ` O • • { �p rove • Plane - - t*c7 "A." • SUBMITTAL REVIEW � \f Date d7 CORNER CONNECTION By ' K CB , O C TAKEN ❑REVISE AND RESUBMIT OFFICE COPY ' SHE �. €D'-^ 1 - 0 ❑ SUBMIT SPFrIF�FOJFKn9 - - - 2007 — Q \ 1 I to -s�� CHECKING IS ONLY FOR GENERAL CONFORMANCE v .3O WITH THE DESIGN CONCEPT OF THE PROJECT AND �� • - �� • G • ENERAL COMPLIANCE WITH ANY ACTION - - - - =• - GIVEN IN THE CONTRACT DOCUMENTS. INFORMATION 111FlCA�CKJ C Dn1EH90K5. OE7J4L5, AND J Qe 3o a7.p SHOWN IS SUBJECT TO THE REQUIREMENT'S OF THE - ET. ARE REC+UESTED WHERE �OfCAT . 1F a . 04 1 4 3 v 7 • rflC hPP'L. SPECIFICATIONS. CONTRACTOR ; • CI; EACH YE4lf1CATat1 JED tS O : k OT C NOTED OTH S� �r o4� pO t,4i�tD+11e RESPONSIBLE FOR: DIMENS` 1 1IDPING AND STORAGE STRUCTURAL PLAN • PLANS AND SPE iT tU eE xS9J T EE ow;xECr s a:o �-- CONFIRMED AND CORREL SAT THE JOB SITE. s ISI WQICIIng Je�VICA; In FABRICATION PROCESSES AND TECH OF •CON - Ztooecw.�a�t r1031.222-12741 ; STRUCTION, r•.�,dorecon r..rswEXPAzusION >'�� �:-t COORDINATION OF HIS WORK WITH THAT OF ALL OTHER T' DES A THE SATISFAC- LTOPHIUIER f3 fAGLRY NS . . TORY PERF• - MA E 'rte' • - sTRUCTVRAL BY: �� � HI. ORK. � cot9uc,ai - WOOD-LAM STRUCTURES IaEM CO /4 GENERAL NOTES /t��jj}ti' EVERGREEN ENG, • - or.. $\ o.. ca Y r 3,.sc tit MY a[3ds73 C•1( 0a7. .. L. Or i u.w..• r - • , ♦ - H I OF li ATCRI AL I 3 \ \ . s1 . . ' t . 13 I . w ARK �m1 wATUU,u pcSOlrrom f, ►r1; i urM= 0 - ¢ " I •U 138 - 1 3 5 I > - - -.. iFil . - a 3 34 12 ! G} �/ ►/ 4 _ _ b- 3 1L'2 x o I 1 I- o yY ' • T !1 . I �j 30 ''Q'` � } bC S�U i T— - f ► � N - E t _ ' - - _ • _ i ' ' , ' • _6, ► •�'t 1 2 , ( 7 ... o 11 �I -o% • • - �- 6 -- - -- d' 'I 1 x 7 1 0. . v . . m 1 • Its ''' g;:5 F1•DG 0 4 • • ' • • _ i l Lj _ C. - I . . • - �- CtE.I r \ i3 • 2 R 2x 1 O. • — '2 1 9 S. 2 12 • s • . 8 swb . o" �} r' • ' .. . •! • • B�2 P - U ^�O S EEF 7,8 t F `1/54.3 ,32 - #4 9, L . 1 co • G xGx 4 O g �' ... - ' ► . go c i r4 1+DC Ilut) Q 4 +� - \ ,I2L • 7 . 1 j - , : i .".. . - • (004 ili-e-- z c. . - - Ot MEM • - • . ! .• . . _ 1 32 .zx v ' 0 -- - . -. I 4 , , 0 a NMI • ' ' . - • 1 G . I .: : • ' - I . 2 -- I q - - ' .. • = - ° . 1 — =�1- - - - - - �� k �l0 L 2 Y 2 X �4 D ;g 1 �5cN�o 0 '2) S _ RAF ( 2/. 543 10 2/ 5 4. 10-- t . F 515 4 3 - - • )1..._ P � 'T ` 1 � . = ; (!� R 2 � I 1 _ yerrF $3.► 7 o -• . • F. — J • - I I _ \ • — la I L2� 2>< 14 l S 154.3 . • •. i y ,- — — - V udts l �l 5 �. x �x 2 0 8 REF j5 4.3 5 _ : . \ r . - - t. -1 1�/ 1.C:t ME •. toARC _ - . pr aoa EAsrba6 y-Dc b. - . 6. O VcRiF1CAT10N OF 01u?tSlorm. DETAILS, AND 1 • • i ETC. ARE REQUESTED WHERE �vO CATc F a 04 I(o 07 For. hPF - L V • T ( EACH V£RIFlCATION TS•NOT NOTED OTHErRwSE, RN. DATE DCJtl not . . DiST,•p,�TL ` I T M1IL 8E xSSUUED TO EE COR AS SY.Owt _ Islay Welding �e�v(ce, Inc.. • • _!/� .] 1 r - FAATCGI.L A , 34 . Iwo Ni � L1001CW.Nm1/ CIO 22) -121 .1,...,•• . 1 \ C. WCWCio %X I T � 11P1.L \S\1 `I � OnOaf •T719 faaffa12S23717 •w VV "i .. . �' LTOPHIUZER /3 k F ACILRY EXPA1tSION ( F M K- 2 1 ..-% GQ �D S' L 1 C (Q I M ti �t7 5 I G ti 2 � woo>�i.l t smutru> s• ' t�EM co H. STRUCTURAL GENERAL NOTES EVERGREEN ENG ' p,�, o+c � = r w ... ct _E• 4/54. ( /94, , KL I f 54. oclN-LA. TLL tL I.rcam, Li* n c•u 0.z 1 A 1 > 14.4 AMY 1 r1 • - • / nk ENGINEERING , EVERGREEN ���I������ # Page of : • ; r . ' By Date } •'.'�'' Project 2 7 13 0 ► efjf6e t ' a . 7 3 - 3 Yi r 5 0 �2 U f -. I CEO -- i 0 ` 1 /. `( r ica Y/n�LL : Jam' C.)/4,.&/ . _ � ,fL ! � 20 '- y'/ - �- {{{ r C� 2 Y ( 1 �r��i r �-, file t u6ed�C �� zr 5 (drii , . - . t fLJ 1cJl�ct 1 _�_ . .e. ° 2.0 / % 1 i , . 3 c,f/ . 20 -R 3 /� -, - j i r I i Eugene, Oregon • (541) 484 -4771 • www.evergreenengineering.com • (503) 439 -8777 • Portland, Oregon • • • • i ` -2 I — • • BILL OF LEATERILL : • 2 I - if . wMOC Nn MATUb/1 oczcsef • • • 42)0 , —.N - WI • .� - - N — - ...__ . 2A,' E 155 x� 20 - I .. t� .1 �� _ _ I x . I /ib 3 CD f t , .. • rr c e ' — -- c r YAP : , , ,......_ - _.... , _ " • - P - • • IIIIIMIIIMIOMIFMgmll"MilliIllIll • _ • .. ._ • _ • • . • • !. tv gr 1 x4.. 0 . 45 AvAgk • " . .t -3 I - . -:. • .U1 1 . . :. Tali • • . A 2ilit-d..14-846 : 2D" =x.16" 2 © J LL Z I mo + '` ;L.�1 A . _ l O 0 - EL• 2x,2, Of. N" &: 0 - • 3 c 3 - 0 CD. 111I�1� � _�► - - Ft x 12 _ :,. ::tif_i_ imitamornivar IIIII'1IIt J, - I. R s a ,c:.G;" 6 2. 1 ." 11 . --- , SAN Limo. iqi. ,� � , , ry F2 � � . 1 O . - r--- F Wm . i ' .. , ..ti :*)(- - 4 ........._________1111111111111111111111111111111111111111111111101 --. .. \ \" (5) 1 -6 e. 11 c li • R-L.611 NI i - . ----- ----A—A- -' '.-- - -- ,'!‘ - • ---- - ' - - 7-x , - & : .X • Ak . • • • I 01111.1"14 • I L■ O H 1. I A , • .....________.■=mammini . 2: ' ¢ � M N N • OF • � ' - . 72 (4- 15-07 • gooF E;/-EV "CNANGE • • witin DItUEEf9 Si DETAL �. FWD a : Mo ar�r ii e. • • ETC ARE RECUESTED MERE ¢t:KATEO_ IF Q- =Ma CH 1 f1C�tTlOFt KNOT NOTED OTfi&211fS�, AN. DATE Fob /sPP'L avornal . . oat,vASi 1 ,34 ID /It , I I IT MI BE MULLED TO SE coaRECf PS 20.#1 IS,,,. Welding / sm 4 - ■ T` , 7 ,; I _ u o v) �ervlce Inc g A�ol Z Soo 22A0 riw. ' 6,14 Et�1(�_ wcw x ° Ea �7i V .. r G ?No Rolf 222 -12 i G 4 Onoon f T2 t4 - �� ax m1E LYOPHIUZER /3 t FACILI / DCPAKSION con. tinl2 N tiurso+� i,71,033:-----____________. oos i.A�t stRUOty N A M cod srRU�T,,R� ' • ° �'fi EVERGREEN GENERAL NOTES ; • . EN 00 ‘,L . vim.. Der + OK ... - 41 y; .. .. • : :. . .. .. - • BIL OF MATERIAL - • l eio( �,n ,utuau cciwtl n �(c �'" f • f ' 1 p,7 -- � I , . . , O J E W S O • 34 '1 - - . • 1 \ - • - 1 •3 1 , 1 • . . _ - • \ I � , IS • 4 . - � - 315 p w 1 4-a . 30. N 6 2 ( 1 4x2 -7 `g 5 bit s/512.19 • �. r di — C t 2'S. 03 • \ • - • . as (3_A) .' _ , \ - N s .. _ . • . . . . .. . . /. I - :.(38 )' - . � ^ � ,nom — U l I • _ • • 3 - 3A 363 3G O : \ :la x35 3Q 4 • „ :; • _ _ ._ Vi (Sx 5 K 341 -734 I \ • _, � Oti�l - fl Lax � 1 3 • . 2 , 1 I t I n 20 s? Ca 1 �`` = 30' - 35 -o q I t I • ._ 1 '� 3 • 4 J / LV, . • • . 3l�- W 1 x40 X 30 `.-77$ . • _ - OW :,c • 1 4P � 1 K ( S 5 G� 3 N 2 1 3 �{ . -4 2 20 Sp• @ I Qj`� ?70�- Q 31 -o . . - -1 z . • " 3.3 L 12. \ ow . , • l o 49 ( 3 • � i l.8_k3s K. 3d :7' -. .-.Q1-1S- 3 2 P Nc,� a3 • �4. 31-.315 - 1 k • L3xx'�IY' S1 -S . • ' t _. - ' . • - - - _3 M_ — ._L3,x _+ 4 -4 . z : , �i�� t�« � 1 � N34 2u .. _ _ �8 3 4" A32 O .2 u f New . • ---/).1-s---.-,-. 1 - . ' I G N Z - - i ... �° �- O _ 2 3 4 , : y • • • ---4—H . • • 1 • • 12 V'cRIFICMION OF DINDISIONS, DETA .S, AND • I fl 3 o7 Fo1z•7-,e, ( j^ N x z I - . 1 . .Ieln,31.'c2 1 ETC. / V t E RECVEST D WHERE - . MCAFED. IF Q- O �� p7 For hPP - • A3zs • 1--- - ' 20 sp 0 1$ _ 2> - -e) A __ %; - 31- EACH VERIFICATION IS-NOT NOTED ODIERNSc. PTY. DATE Kate nom . CaTiDATE , • Wt$x40 x 3oi- � • _ ��E IT .. w1.1 e xssvuD Sc aRECr sro � E TO show .1s ley Welding VIC @. Inc _ , . I fl �9f - _ 7i .I - S S C I2' - $ 0 1 . 0 3t -o e - g - N,TIre,I.e Aq Aye tsa� lluo H -W. r�r esat:r�i :rs �r�• • 3 ` r rd. ra .m+ t rt� p rr rw�(�u3i(• G yr I x vs x 30�- 4 • _ OWE w�� „oxx • C'” % . %P�ME4 �r . + S W 37.314 3M T LYOPHILIZER y 3 FACILITY t7CPAHSIOH GA • - . 31 - .'0 .3 0 4 caox...crorc WOOD -LAM STRUCTURES • STRUCTURAL • _ _ - _S''_ GENERAL NOTES - "- •t EVERGREEN ENG O.N. - - __ Dec ca. NC K.¢tt — -- - CI , tR ar,w„I. 3� • m, 6.4.1-00•3 Oaf(• pa T ,ti, A .uMJ a — 0 . • , • o, MIL OF MATERIAL - • • . I "--�� 1 O -s @ 2% I I 5 1 ` , :. . _ �` \,0�� co 0 TE 1 2 x 22'4 Co 1 . .\ o 0 0 0 0 o 0 o 0 0 0 0 0 o •= Rs bx C° 0 cv _ 0 00 0 0 0 0 0• 0 0 0 0• '0 0 0 0 0 0 . . 1 • . • • u� ! . i �' ....-2x L}... 24 • N 0 0 0 .0.• 0 0 0 0 0 0 0. • ' 0 0 0 0 0 0. • . • U `• _ _ . • k k o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J - •... N 0 0 0 . 0 0 0 0 0 `- - •- - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 nl 0 - • - • 0 0 0 0 0 0 : ,, 0 0 0 0 0 0 0 - _1 • .1 • 0 • •O O O O O O o O 0 •O O O . O �� - • ' 0 0 0 0 0 0 0 0 0 0 0 0 O V O 0 O 0 0 0 0 0 0 0 0 0 0 - _ • • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \; • I2 SP (Z2 =210 \ c I '' • • Is 7 \ 3�� 2 - ` • • 1 3-0 3� -0�2 • • . • • . . • • 4 A ti - — E v 11 -.E - tu FOZCE. t..E.W1T pLA\T E. ,v •. _ 6 = .. . . • • - • - ... . asr -- s 3.1) . . . _ . . • • N N - - REF • . 5 3.12 - _ VERFICA-ON of D� ADISIO n. DUALS. A D • . ETC. ARE RECUESTED WHERE iNOICATED. IF =04 • • EACH I ERRIF1CATOF! IS •NOT NOTED OTI ERWSF., . 1T %I LL BE •ASSUUED TO 6E CORRECT AS %Owi 1..T.E,,„. uo...s ■111111■ 2 - • • 3Co " — f2Lo 3S G @ -icy 2 • commtAcrot: WOOD-LAM STRUCTURES . 14E11 CON STRucTuRAL • • . )2" 4 x 241 -0 - _ _ REF 2,3.12 0 • �`. _ _ : • _, a c� . • .. -. . .. ES Nag < foc m: R `._ 2q . �_ _ - - - -- �:�flN - Y __ v a • - .�.�- . �� 2r2-'-co-1 - a3�q ' - 9 ) ' P � �� ��� / � I - 5p • rte' %® �J I ST 7GE2EU �` -- - _ am Hamm • : - • A11111111 r . ' a, ' • • .. 111011111111111111111111111 • Mali • • • PA �� C��� / ��2 ct'2 == WWI MIONNIEN NOMMI :- a: �o �� . • . • M1� , b' A1/42-5 p ©0 u , 21 -0 _ 1111111111111111111101111111 EMI - - — � MEN 111111111111111 • • 111111011 MINIM= . . l e M i • �= . M �� _ OEM • • EM ® - M�� • GA2 ±41 2 1 • I l2 f' LIE VER1FICAiION OF DU[c?19ONS. DETAILS. AND 1 � 1 . ETG ARE REQED Y* ER£ OICATt.D. IF Q O' .3O t) FOIL hPP'L _ • l tfg7,9afi 8 EACH YE.R1fKAT10Pi UEST tS•NOT NOTE O1 • VISE. FL ° • O 2 - . .� ' IT , BE TO caRaECr A s WM. 'Islay Wei 59fvice, Inc 12 r • - • T t. • "C T (a I)u0 p,rdt }�oon 17�f0 IrtTO]t22Mit� ....ti. � • •✓�J 4 " oxx d ' T' c " - " •eIME TTRE: LYOPHIUZER #3 t FACILITY EXPANSION i 1 • N r M c STRUCTURAL • I CC (WCTt WOOD-LAM STRUCTVRXS . • 1 G GE 7+ERAL NOTES . • • 22 -� 2 x EVERGREEN ENG.' n« s °'� GENERAL "wc� /� • 23 -2'Z OCL.+LR• T RANSrt. 1.. Ma,a ?.77i. D r. o•Z � u rov 61.1-43111 u Baer•• • ` 19' 10 1/2" 3/4" 19 1/2" 3/4" 19'-10 1/2" 34 „ / 1 3 1 1 1 1 9O TOO 13' -4 1/2" 22' -10 1/8" 22' -10 1/8" 2 ? 3 a o 1 TY I °. 1 I TDD o // © x 2 _ seeeesm�)17 \ 1 I t7 ec -- ,. 14 "V 5 § g € I I,�.! ! !!!LlC ■.. ■.. ��p: ■ ■\ p' it ■ ■. 0 F 4 W o 1I i ■■. 1 , .... III p :..■ .�.. 1�1 � © © E5 8 0 1 3 TYP O Al i , � 3 �Y �I B -0 p �� A 1 W° 0 1 IIIIiII,I © IIII '` II I TYP 12 / / / r / f e 7 _I O N 11111 N N 11 10 9 o' e CENTERED I' O A 2 g ON STEEL `1 1 CENTERED I I N — i �� H e m C o n I BEAM III II11Ii 0 MkS . / . I a miu � �� 1 �1�llr%in II KEY P LAN 0 III © TYP TYP. 41) 1131 0 ® N 8 ® ® 0 0 ® 6 13 CENTERED ON NP ' TYP- STEEL BEAM m S ® 1' PANEL ELEVATION 2 SOUTH PANEL ELEVATION SCALE 1/8" = l' -0" 54.2 SCALE 1/8" = -0" L7 °} Z GENERAL NOTES FE N • = II � : A ALL PANELS TO BE 6 1/2" THICK. - W c 4 • 0 B ALL REINFORCING TO BE GRADE 60 r. .g 2 ! x C PRIMARY REINFORCMENT MAT TO BE PLACED IN Z , 7. 3/4" 3/4" CENTER OF PANEL WITH SPECIAL REINFORCING lJ o a" AS INDICATED ON DETAILS Z c 20' -1 20' -11" 20' -11" 35'-3 1/4 V c g i I I SCUPPER 0 Q SCUPPER SCUPPER T 0 D. U rn s a d OPENIN n , P T 0 D �, OPENING OP ENING 2 . _� —� ... _ KEYED NOTES -__ ■■. ■■. ■■. ■■, 1 #5 ®1' 0" ON CENTER VERTICAL # # ®12" II m = Q 0 C HORIZONTAL @ CENTER LINE OF PANEL ' S TYP.., iu� i u..� i.■ I I! TYP. �::F M••• WV 4 :: . w E c W 2 (3) #5 ® EACH FACE NOT TO EXCEED A 4 Q \ WIDTH OF 2' -O" SEE DET 7/S4 2 b rn 3 (4) #5 @ EACH FACE NOT TO EXCEED A i I I kn O N Il P. © ,1 N WIDTH OF 3' -D" SEE DET 7/54 2 °1 O O O O O © , 4 EXTEND REINFORCING 2 &0 "IBEYONDYEDGE ORNERS .4 .0 OPENING f I h i II IC i i i II - 1 , 5 (2) #5's TOP AND BOTTOM c = \ \ 6 3/4 GAP BETWEEN PANELS OR BETWEE W a 0 B 10 9 C PANEL AND HSS COLUMN. SEE ARCHITECTURAL u+ TYP FOR JOINT DETAIL '" - A ° .I +, CT �� 7 EMBEDDED PLATE FOR BEAM CONNECTION SEE < N , ®SCALE: 1 /8" = 1' 0" WEST PANEL ELEVATION i / - DETAIL 4/S3 10 a < I aeP di �` r 8 (2) #7 A706 CHORD BARS PER DET 5/54 2 g \ A - 9 N � 6 q p c W ° W W s m ,•' 9 BASE CONNECTION PER DET 6/S4.2 LOCATE 1 -6" o '^ m € y ■ I + E FROM ENDS AND EQUALLY SPACED IN BETWEEN, < i a , 1 / � �I p '` °' 10' -0" MAXIMUM SPACING c E / 4 ` 10 (2) #7 BARS WITHOUT PLASTIC SLEEVES 0 ENDS o Q t 5 , c 1 `r � 01 r 11 (2) 5 EACH FACE NOT TO EXCEED A WIDTH OF 0 9 d l` c , 24 -5 7/8 3/4" 24' -5 7/8" 3/4" 24' -5 7/8" 3/4" 24' -5 7/B" / , -- 6 '♦ oi' 1� :, 1' -0 , TOP AND BOTTOM OF OPENING TOD b 11 ° 0 0 0 "r1 ' o Z 7C9;" ' � 12 CAST IN VENDOR SUPPLIED DOCK LEVELER FRAME. : TYP TYP TYP 6 ® C �S i w 1 { I t � & ��I� 13 #5 BAR EXTEND 3' O" BEYOND EDGE OF OPENING 0 � © o :: :: © A :: :: ° ■ :: :: :: :: , � W o d G i uu /r i ou O i uu © i u.r r � .�° 6131 ZOD 4 > > ° o � I � r © O , © _ J R © 1� Cit o f Ti a oo '.- A . y . ` ved Plans � � N 1 \ x o o By �0.V. _ Date C37 �I g . Ill . OP b� za��. -mac g t s 0 © a a p 0 0 CAD FILE z- 54-R n@ hi _ Q TYP TYP. TYP- TYP. o CENTERED ON TYP. o STEEL BEA { OFFICE COPY ii EAST PANEL ELEVATION - - - . u 0 SCALE: 1/8" = 1' -0" - - - i • H:\lobs \07006 Hemcon Facility Expansion \Dwgs \IFC\Panel Embed \07006- 54- 2 -mod2- rebar.dwg, 5/24/2007 5:01:41 PM, Zmiddleton, Evergreen Engineering • c-(..,D N .4s. ,........_ j _o e:::) __ 1 _- 1 1 C) Cr) i , . . \ 1 • F __ cabi ---.. ) FT1 VP, \ \-< . •• I / . O 0 ...e MI IN.. i Oo 11 I o ■� ■. \■ ■ ■■ • 141111.r . . \ A "Tjj 0 . .. : . , . . . .' i. II _ •c) • Lt.., . : . 1, _1 GiD 1 _<_,G-D0 . ,_._\_c.p., (.../..i z _____ _ ,__ . ifi . .,_ II 1 __ . . , ......, i . ... . , e 2 N . N ,-i i . Flli e■ . . s. c-ND �' 00 <, 1 , . _0, • 1 . ,. , X I III ,, CD ■ ■ 0 \\\ IMMEN e I M■O► . Vis/ . ' tin, . _0 ..._ 1 ., 7 \ Z I I •