The URL can be used to link to this page

12670 SW HALL BLVD-1 ;/ ,// C3 �' PERMANENT PLAQUE NOT LESS THAN a CD 50 SQ INCHES IN AREA TD BE PLACED IN CONSPICUOUS LOCATION STATING o 2500# CAPACITY @ 84" " i o a WA el- flu C) Fu CD rid 0 O z _ LOAD BEAM _ LOAD BEAM 0 VCONNECTOR 2'-0"10'-0" CONNECTOR ]Ei �1 E z "1LOAD BEAM 1 � BRACE J 7 0 _ FEB 2e<2003 i � LD0 v a- I0� 5'-0" CITY OF TIGARD LOAD BEAM :D BUILDING DIVISION UPRIGHT FRONT BEAM ELEVATION REAR BEAM ELEVATION oli Q ~ 0 CV_ 14 GA THK Z W -Ln a z o� 3' 9�F Li D Eos • ly- LY 3/8 'x 4'x 7' C 1,5 x 1,25 1.5 0 o Q it BASEPLATC '14 GA THK n COLUMN 3 X L Cu w � z 0 (2) 1/2'0 ANCHORS FILLET OF I WELD 3/8x 4x 7 BASEPLATE --j clL -i 3 r • EA END TO COLUMN _ (2) 1/2'0 ANCHORS > w w -� BRACE 1/8 1-1/2' q x �-�- BRACE EA SIDE X Q W U-) w p W LL� 1/8 V 1-1/2 EA FACE FF N � (n � � O U _ CU � � I>I � z � COLUMN & BASE PL 1e8' 1' Lj 3.5 CL __ w J U w � 0 6" Q yg::� Wo L'i H 6' CONCRETE SLAB ON GRADE U o w U `0 ~O pq W � LL (::� BRACE CONN U Ln 3 za 3 M z Y COLUMN BASE )C-SECTION �� J u O o w �--, w ci - I� Ll- Q `0Q z -- _ (Y) CJ H r�l L7 .--� Lj W CY) � p4 ULLJ J CLJ 0_ z J L�.1 O L3 CL 0 12L Fl tj ED _J Z �- z — w 0 �--' G) w � UCL CLI _ - 1-5/8"H x i" W C2) PIN C❑NN w Ii LD Li w N STEP CONNECTOR F- �I �- Q U f_, CL N 3.5 0 (2) AISI A502-2 RIVETS 0 p o ii w Q w n _ 16 GA THICK LOAD BEAM 7/16' 4'oc 0 HOOK THRU SLOTS 0 N 3/ 6'STHKx IN COLUMN p �F19y Rj {Yj Uj o 2.7 5� � LLI CD CONNECTOR i/8 VERTICAL EDGES p 0 � 0 o AD BEAM 0 0 SAFETY PIN TO RESIST cd Q 1000# UPLIFT LOAD o COLUMN-BEAM CONN NOTICE: IF THE PRINT OR TYPE ON ANY ri_i� � li il � l � l � iiiliii � itlllll � i � ltil lilll ( I lilllil II � IIif � ifltif iillfll Illlllf lil Ilf Ill I � I Ill Ill ill Ill flljfll I ! I Ill ill Ill , rlf 111 lilll ! I Ill Ill Illllll ' Illllil Illllll I I I I I I I I IMAGE IS NOT AS CLEAN AS THIS NOTICE, i, _ �. 2, � _�- 6 _ 7 _$ _ 9-L - 10 � � 12 � -I IT IS DUE TO THE QUALITY OF THE ____ ___ `_ .__- -YNo.36 ORIGINAL DOCUMENT s 6 Z g Z L �-- 9TZ ! �, Z � Z E Z Z i Z 0 Z 6 t 8 � -------- j j 6 8 L j ! i E Z j a�b�3w1 Alli IIII fill IIII lJll IIII IIII liil IIIIIIII!!{I!I X11 Ilii L ll 1�111lII loll IIII IIII IIII IIII IIII�IIII !ill IIII IIII !III Illi IIII IIII ilii III! IIII I!II II!I !III fill I!!I ll(l l! l Illi Llll llll�llll ll�l 1.1.11 lJ.11 1L 1 �� I!I!I�IIi • TYPE "B" TYPE "C" PERMANENT PLAQUE NOT LESS THAN PERMANENT PLAQUE NOT LESS THAN o 50 SQ INCHES IN AREA TO BE PLACED 50 SO INCHES IN AREA TO BE PLACED b IN CONSPICUOUS LOCATION STATINGQ IN CONSPICUOUS LOCATION STATING 2500#1 CAPACITY @ 40', 98" " , co 2500# CAACITY @ 54 , 88 , 120 a C) tid 3'-0" 12 a- 12 -0 04 a- LOAD BEAM 4 Z U a; C4 _ cv 0 �U � a LOAD BEAM Qus � ,-8, oG 'V� — CGN� 2 Z JECTOR LOAD BEAM J = CONNECTORLD = � w � ( 4--10" u 10'-0" CONNECTOR 2 -101, Z LOAD BEAM 2: BRACE LOAD BEAM D _ VCONNECTOR = U CONNECTOR V3/-4' � 4'-6' CL UPRIGHT LOAD BEAM ELEVATION LOAD BEAM ELEVATION 0j ct- to - 14 GA THK ,d�� Z _� oo z p 3/8 "x 4"x 7" C 1.5 x 1,25 1.5 u 3, o Q 14 GA THK II COLUMN - U � o Z n BASEPLATE 2' ❑F 1/8' x W W w 3 ' I— <2) 1/2 0 ANCHORS FILLET WELD 3/8x 4x 7 BASEPLATE --1 C� J • EA END TO COLUMN (2) 1/2'0 ANCHORS > W � W --� BRACE BRACE 1/8 'EA 1S ST Q X ✓� W l �� in a �.� 1/8 1-1/2' EA FACE Oj 0 _J W o > = O_ LL� qLl_T FF (U i (� � 1I I EDU � CZ COLUMN & BASE PL 1/8, 1' 3.5' CL __` W _j Q Q LJ Q 0 ,— W QQ" T YgWU WHQC5 F---1 6' CONCRETE SLAB ON GRADE Un3o3mzv U G, W U p P N W QW' - � 1 _ 0 [] BRACE CONN COLUMN BASE X-SECTION Q IIE3 o U ___l 11 W ►—q L7 LLJ >,J , —lU0 _I ' � � U 1� L < `0 <EH n z I j M > W U J Lj 1Z J LL- W C O 0 Z ED ►_� a a- N - o (/) 4- _ o✓ z Z I— J W ►-► U) " W U CL C� D f- 1-5/8"H x i W C2) PIN CONN �' 11 z a cv o , STEP CONNECTOR W II W Q = W F- 11 F- �-, Q U ►--, CL (2) AISI A502-2 RIVETS Z p C� �� W < W a z � 0 LOAD BEAM 7/16'0 4"oc v) _1 Q (� 14 GA THICK `� HOOK THS<U SLOTS Z) p ° 1-5/8x 3x nL— IN COLUMN o �F ^ ^ ^ ' 2,-75' 3/16' THK c, 0 '�M OU m I- In o N 1/£3 V VERTICAL EDGES p 0 LOAD BEAM CONNECTOR 0p p - SAFETY PIN TO RLSIS T (u 1000# UPLIFT LOAD COLUMN-BEAM CONN NOTICE: IF THE PRINT OR TYPE ON ANY 1_�( �1t � r 1 � 1 � 111 ` IlI � III � ( rlrlr r( tlt ( I IlII � (T t (Tf1-1t„�T� 1Ir 11-r 111 rl � tllllli Ill IIf 111 111 111 IIf III III III tll � lll Ill fll I I III f I IIItI ! 1 Ir. [. I_T I I II I I ' f ' I 1 I I I I 1 II I 1 f I I I I I I I I I III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 Z 3 4 I - 5 6 - - 7 _- 0 - 10 IT IS DUE TO THE QUALITY OF THE - -� -� - -- --- J �-� ORIGINAL DOCUMENT - � 6Z 8Z LZ 9Z 5Z � Z EZ _ . Z _- IZ II I 'i l l I I I l �II l 111 .1111IIII ILII IIII IIl►I IIIIL11lILII ll_Illlli IIILIIIIIIIII. IIIi . G 8 111111nII 9 i £ Z � �►��w , Elf d I I I 1 r! TYPE " D" PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED o IN CONSPICUOUS LOCATION STATING o CD 2500# CAPACITY @ 30", 64 , 102', 1'20' , CN a ki > v LOAD BEAM co N z �� o d. to ro 0 LOAD BEAM �- �. :D X�, CONNECTOR 3/-2" U-1 0 LOAD BEAM v 10/-0" V2'-10" CONNECTOR BRACE -i LOAD BEAM 0 U V CONNECTOR 2/-6" UPRIGHT LOAD BEAM ELEVATION cu cu d- v1 � 14 GA THK �� Z LLI o z n 3' 9�F J a � w • L3/ 'x 7" C 1,5 x 1,25 1,5 0 3" o Q Q� 1 E L'1 CSF A �8�K I-1 COLUMN ,� w W W I--' 3 'm ANCHORS FILLC l WELD 3/8x 4x 7 BASEPLATE -� � J � • EA END TO COLUMN (2) 1/2'0 ANCHORS W W BRACE 1/8 1-1/2' Q X Q 0 {� O c BRACE EA STDE I W w f<---� ' EA FACE _ ��( 0i o J L o > = COLUMN & BASE PL 1/8' 1' -" - w w U d Q z �! 7 3.� JLJ P QP = _y Q � [� ►—� Q LLi F-----I 6' CONCRETE SLAB ON GRADE U c) W U "o o P4 W BRACE CONN U � 3 0 3 m YY_ _ L� EDCOLUMN BASE X-�tCTION rq ii u o o Li w o � �- < I'D < u = Ind LL_ � u mW LJ > P4 U Cy LL J 0- L.1 W WCL a' 0 L3 -JF- 0 1 O H z Q -J N z 4- z W (� (n _ U � H N x 1" W C2) PIN CONN w ii o 2: u W Q = w STEP 0 CONNECTOR � �� H Q U � a_ N 3'5 Y O (2) AISI A502-2 RIVETS p 0 II LJ Q UPJ Cl Z i (� � LOAD BEAM 7/*6'0 4'oc z 0 z 11 Q J < - 16 GA THICK — HOOK THRU SLOTS > p � ,� ,� o " 1-5/8x 3x�c IN COLUMN o �F '� - - - M _ _ (U m �t U7 O W -, 2,75 3/16 THK �1//� VERTICAL EDGES � 0 0 M � J CONNECTOR ° o � LOAD BEAM o i 0 SAFETY PIN TO RESIST (U Q 1000# -UPLIFT LOAD ti w COLUMN-BEAM CONN NOTICE: IF THE PRINT OR TYPE ON ANY IMAGEI N I I I I i ( I I I S NOT AS CLEAR AS THIS NOTICE � � I ( � --- - ------ Z - 3 - -----`� _ � - _.__6 __`_ 7► _ 8 _ _ 9 - _ _10 ___ 11 - 17 - IT IS DUE TO THE QUALITY OF THE _ _ _ _ _ � — — �� No.36 - ��,,• ��M� --- —� J ll ORIGINAL DOCUMENT E 61Z S Z LZ 9 Z Z Z E Z Z I Z O Z 6 i 8 I L T- �T 5 T T E T Z►T i i (�Y �6 8 L 9 S Z R I I I I �� i ,� ��► �. �i hili �ii� fill IIII IIII Illi �11J Illi fill IIII 11i� fi11 Illi. li,l ilii ilii ilii Ilii ilii ilii IIII IIII ilii ilii .ilii ilii ii11 iii, IIII IIII Ilii IIII ILII IIII _ll1�i.��.1!�Illl1.l1!l�Illll�!11 LII- ll.11 �«. � u.� � � ll �u;<<��I�� PERMANENT PLAQUE NOT LESS THAN 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICU❑US LOCATION STATING TYPE "E 2500# CAPACITY @ 52', 120' a 4'-0" 8'-0'' O O O r (D CJ L N d O m O o �` der �' N i o ° Z a 06- _ -� o � .0 � ILI CL m P. X W LOAD BEAM I 16'--0" CONNECTOR . Z 5'-S• J I-OAD BEAM z 01i _ CONNECTOR = BRACE a C❑ 4'-4" Ln Cl- o_ o- � _LnCD zo a UPRIGHT LOAD BEAM ELEVATION CD Q/ " ~ in <: o C] COLUMN -I X W cuW Wu z 3/8x 4x 7 BASEPLATE J C� --I 14 GA THK � Z (2) i/2•0 ANCHORS � W W ��c� 1/8 1-1/2' r-� x Q W a P4 3' F U EA SIDE XJ � o > _ n W 3/8 'x 4'x 7' C 1,5 x 1.25 1,5 ` F Co II ED U rBASEPLATE 14 GA THK n _ f-- " 2' OF 1/8' " _ WWJUQ- �LWQ LKIJ (2) 1/2 0 ANCHORS FILLET WELD " 3,5 Q LA F- �,EA END TO COLUMN BRACE -- 6 U _y q � 0 w ,--, � � BRACE 6' CONCRETE SLAB ON GRADE o W U `p O pq m Ce El 1/8 1-1/2" EA FACE U In 3 z 3 cy, z v z COLUMN BASE X--SECTIUN 11 J a of W >-� Wo CC]I_UMN & BASE FL 1/s° 1• >1 J 3 -J d vW, I- ; z f` U I-- wd �,DQU � tnz LL. .. U mww > m UL A BRACE CONN G Q z W� W � � l� a- 0Ja00 z Z � Ua_ QY _ cf) 1-5/8"H x i" W 4) L ii w Q i z w ,� C2) PIN C❑t`�N CONNECTOR I- II I- �-+ Q C-) CL ^' STEP N 4• C2) AISI A a02-2 RIVETS 0 01 0 II q 0 Q LOAD BEAM 7/16'0 4'oc Z 0 14 GA THICK HOOK THRU SLOTS J 0 3/6/8THKx IN COLUMN 0 0 BF�I,y oJ M � In C W J 2.75 1/8 VERTICAL EDGES 0 0 CONNECTOR LOAD BEAM 0 SAFETY PIN TO RESIST N Q :000# UPLIFT LOAD n w w COLUMN-BEAM CdNN J NOTICE: IF THE PRINT OR TYPE ON ANY rlr � ! r il � ili ili ili ilc ilr rli tl tII tIT rIT��-II � �-r -r�r- rlr Ilt til tll Ilt rl � III Ilr tit t1t tlt r � It tlt IIt t � I tlr III Il . 1111111 I � I 1111111 III Illllll Ill Ili 1 I I I I I I 1 1 I l 1 Illllll III IMAGE IS NOT AS CLEAR AS THIS NOTICE, 2 - -- _- 4 - - 5 ---- ------� ----- -_ 8 9L _ 1® _ - 1-11 12 6)c IT IS DUE TO THE QUALITY OF THE Noss ,��'��,�•� �~�-' J ORIGINAL DOCUMENT E 6rilli ^g T71ill 95ZG16 8 L 9 9 t E Z T 018130 III► III .IIII IIIIIII ILII ILII IIII Illi 1.1111111 LI�I�llll 1111 llll Illl.l,lll IIII llll 1111 IIII IIII IIII Illi IIII IIII IIII IIII �l�l Illi IIII IIII IIII IIII Illi 1111 ILII llll 111 IIIA .I� ��Illl LIII illi. fill �lll1 111IIllll�f�kll PERMANENT PLAQUE NOT LESS THAN TYPE "E" 50 SQ INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATION STATING 4500# CAPACITY @ 690, 1-25' o 3'-8• 8'-10" o co U O 7 _ LOAD BEAM � a �' c4 m o a3 -- o C:) �- CONNECTOR �� a x u : ou 12'-0' LOAD BEAM BRACE � CONNECTOR ~ ~ 5'-9" u LD LD LL d (Ll UPRIGHT LOAD BEAM ELEVATION �,D a w -0o z a- 14 GA THVQII� F,_ � � Q W 3# _- 9�F` Z) cyoI. � • CD C 1.5 x 1.25 1,5 0 3" 3/8 "x 4'x 7' COLUMN U (1J pU BASEPLATE 2"140 A TBH�K I—I x � � J u `— �- " 3/8x 4x 7 BASEPLATE > Li D LJ -� ED (2) 112'0 ANCHORS FILLET WELD «> 1/2'� ANCHORS �, � 3 ' -� • EA END TO COLUMN BRACE 1!8 1-1/2' Q X pq 0 � W Ci � 0 pq -�- BRACE EA SIDE ox Q Ld > J: CLcu W 1/8 V 1 1/2' EA FACE /� FF ou � (n II 0 U �� _" WLLJ � L) QQZQ �-- C,"_IIMN & BASE PL 1/8 1 / 3,5 �- -- I— --� 4v 6# to Q W o w � � v 6' CONCRETE SLAB ON GRADE U o Ld U a pq Q u U-) ra z � f- F1 ]BRACE CONN COLUMN BASE X-SECTION II U o w ►-� W o CL JUCWi» � <C `p Q U) z L` � (- m LLJ> ai Q n W I Li LLJ CL 0 E ~ 0z z 4- f- Q �LJ v) LJQ (, CLC� :D -- 1-5/8"H x 1" W (2) PIN CONN o STEP p - CONNECTOR n it Q W 17 7_ (� N 5,5 o (2) AISI A502-2 RIVETS 0 Z II Q (� J Q (n CL 14 GA THICK. LOAD BEAM 7/16'0 4'oc 1 0 C _ HOOK THRU SLOTS ? Q '� '� '� - M N " 3/6'BTHKx O IN COLUMN_ 0 0 �F'�M �' to (� N 2'75 1/8 VERTICAL EDGES 0 I 0 CONNECTOR 0 LOAD BEAM 0 0 SAFETY PIN TO RESIST N Q 0 1000# UPLIFT LOAD w COLUMN-BEAM CONN NOTICE: IF THE PRINT OR TYPE ON ANY !-� 11P 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1111 I I I 1 1 1 1 1 1 1 1 1 111 1 ! I I ( I ��1 1 1 1 1 1 1-f IIII I I l l l l l i 1 1 1 1 1 1 1 1 11 1 1 11 1 1 1 1 1 111 1 11 1 1 III ' 111 l l l l I I l IIII f11l l I I l l ' l l 1 1 IIII I I-I I � I I I I I ' III III 11111111 , I / r I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 6 $110 11 _12 CIA- IMAGE -_ -- - _-- ----- — - IT IS DUE TO THE QUALI1 Y OF THENo.36 ORIGINAL DOCUMENT _ u_ 6Z SZ LZ SZ — �'jZ fiZ EZ Z TZ OZ �sT gi GT ` 9T VAX fit: Ei ZT IT i � 6 S L 8 1; Z I � ��aAw i l l l l l l l l I I I I I I I I LI I I I L I i l I I I I I I I I I I I I I l l i I l ll�llla 1111�11 l l.l l t1 111 1 1 1 1. I I II Il l I l l l l 1111 I I I I I I I I I I i l l l l l i�l l l l I I I I I I I I .I I I I I l i i I I I I I I I I I I I I I I I I I I I I I�I I I I I I I I I I I I �lll.�l.IJ_I Ill l 11 l I l l Lll l LLl l 1111. ll 1 � lUl�l. .11.11 I I I I I1��11 fqj z PERMANENT PLAGUE NOT LESS THAN TYPE " F " 50 SO INCHES IN AREA TO BE PLACED IN CONSPICUOUS L❑CATI❑N STATING 4000# CAPACITY @ 54', 96', 138' 3'-8' 3'-8' 8'-10M 0 ti Q 6' RS o EYP _ 0 LOAD BEAM N � Z CONNECTOR3�_6� � z c n o 0. D � � "� = I M z LOAD BEAM ,I, ,� O��' o D / D ��f o CL O O V �,1 /�.y n., m u u 12'-0' CONNECT❑R 3,_6r w _ LOAD BEAM BRACE- z 2S o iVCONNECTOR s vLD LD4/-6' a_ N_ t` UPRIGHT UPRIGHT LOAD BEAM ELEVATION cl- to # ry 14 GA THK �� Z Ld "�o z • c� �-- U o 3/8 'x 4'x 7' C 1.5 x 1,25 1.5 u 3� In o �] 14 GA THK I I COLUMN BASEPLATE OF x J � Li J � z (2) 1/2'0 ANCHORS FILLET WELD 3/8x 4x 7 BASEPLATE w U 0 3 • EA END TO COLUMN BRACE — i/8 i-1/2' «) 112'0 ANCHORS > � � � �► � � � � BRACE EA SIDE Q X Q w ltd w O a' Lj F---� 1/8 1-1/2' EA FACE FF CU p � o a U Q/ _ OU r__COLUMN & BASE PL 1/a. - LLJ w c> Q Q z ED 1 3,5N CL --- -j w Q 6' CONCRETE SLAB ON GRADE U o �j U %D 0 pq LJC� 0 M z pq BRACE CONN COLUMN BASE X—SECTION a II 3 U a w w 0 CL LJ Lj wLj zw � w mac„ aap � [.� N Z QQ Li C4 z f--- c) w C--) :D N f 1-5/8'H x 1" W (2) PIN CINN w ii 0 El ca zED w STEP _ CONNECTOR F- II I- �-, Q U ,-, a_ 5,5` o - C2) AISI A502-2 RIVETS p p a II w Q W LOAD BEAM 7/16'4 4'oc z 0 z If c-� � � _I a kD 14 GA THICK kD X n 1-5/8x 3x o HOOKCOLUMN THRU SLOTS p p 8`�M N 2,75" 3/16' THK u 0 0 '-; Ou m 1q_ U-) C) LTJ f CONNECTOR 1/8 VERTICAL EDGES p 0 � � 0 w LOAD BEAM 0 0 0 SAFETY PIN TO RESIST cU Q 1000# UPLIFT LOAD C[l.!!;MN—BEAM CONN NOTICE: IF THE PRINT OR TYPE ON ANY I i-I I I I III III I I ► III III 1 1 111 1I I III I�T -1 �Tj I'll "1,17- 111 111 III III III III I I f III III III 111 111 I I I I I I I I I I I l l l i I I I ' I l l l l l ( 1 ' I I I ' I I I ( ! I ' 1 1 1 1 1 1 ( 1 I I 1 I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 111 1 I III I I III IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 I I I 3 I - _ - - --- - _ --4 - 5 - --�__ - - 8 IT IS DUE TO THE QUALITY OF THE -- --- - - - ---- -- - - -1 v� , ORIGINAL DOCUMENT No.38 E 63 SZ LZ 8Z 5Z � ;; £�Zr Z TZ OZ FSI RI LT 9T SI � T ET ZT ii T 6 8 L 9 4 E Z � T �ai�w 1111 ►III1111i11i 1111llflllllll(Illillllllil�Il �� i � � I � - WJ_ lll<<<�!! 11�I11�11 l!�! 111l. I�II�I1111111,11111111111111111111 111 II1111111 .111111111111111111111�111111111111111 IIII 1111 ll �i . I (II � I1 llt.i.�ll . 11.1 1111 li 111 ll __..11.11.1 11�I i l I III�I I , � I i THESE 6 UPRIGHTS I6 X 48' - ON NAND I i Tu i 1 u 4'-0-t t l \ + ti g -Olt -I _6"t -i '� - 18 .0 ± -i `p ± 12'-r0 I I I lex 40 50' O't lex^ . 0 — -�—_-_- I t li a $ILW -- - - - -- --------- - °'5��,� a'/R P/R IF/R lex 40 P/R �' P/R 9' P/R 9' F/R 9' P/R1�� I X a ALL PALLED RACK UPRIGHTS 16' - I ( - - - - UJ 9 SILL i X 44' IN CHEM. VAULT - -- ---- __ .__-_-__-- EXISTING - STAYS AS IS. ,` ON HAN[` ,'I Ck. OL �Z4'� -132 o�. - [-_ O_ x - 2 o _ ct� cn c� c� U� cn cn cn 8 P/R f�/R P/R P/R�-y ^ x a_ w w w w w w w w 13'-0' - - - ,: 12' S/R 3'X12' - �xaPl�xal �' x x x x x x x X n> N N FJ hJ N ! 1V SIR 3'' 12' S/R 3'X12' S/R 3'X12' S/R 3'X12' "+ 7tl 7[l 7U jc3 - 1- � � � 2 _ (� 6� ' 4 beam levels here OL X_ X X_ X_ X X X Lu LO LO W w X_ lZC OL I \ _ $ all 6 pallet racks °L 13'_O't I 32 Del- CLI "t \ ' OL pL aZOL � cn� OL OL (o'-Olt �� u� � � � crti uy I CIO CLI IL/ � CA W CXA W Q` F CP (P CP (P #-= ' h Xx X X 43D Q05TO C- 1.3 -01+ CP cP co 01) cP cP O Cz az CLI 1.01+ Al N 13 - a/- CZ w �j �') Dz LL Q�_. Q_ p_ 13 -(d ± 4- x oxo x x x x x a- OL OL OL a! OL 5 CZ OLOL OC OL cP cP cP co 0 (P a). v� C L i L L � : _— W x x � W � � � OD CP (P Co CP Cz qz,/ pv% fv% x x x x x x x CIP �p 14 Q0 N CP I QP ai �.�,�6 � � N QP Viah cP (n cn Cn cP cP cP X x x x x x x � � 03 � moo, cP (P tP cP cP o x � � a- w cP CP (P (P CP (Pou coke - STAIRS machine a_ _ — o ��- STAIRS CITY OF TIGARD Approved....... RUFFJ, .:mditionail Approved G I NL Y pproved.................. .r LE only the �qrk a dos�ribQd in�� U PERMIT NO U see ).sttar to: FoyA ._._-.....� N JobA;fCr IF " v - _ nate± W/ q-_v- -- J. {'11 LExr? nAtr__ 12i 1 MEZZANINE RACK LAYOUT ONLY i I IdDx 8o i -8'+ 1 I I I Hall vd, 12670 BUP2003 00 02 5.BUP2003-00070 7 of ? IIIIIIIIIIIIIIIIII 'IlllllllllilltllllllllIl lllllllllllll � llilllllllllllllllllllll ' I � IIIIIIIIIIIII i NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE N0 3e ORIGINAL DOCUMENT gZ 87. LZ glL c,�7 'bZ �lZ (�7 6i 8I LI 9[ Ql 6i Ei L� iT �T F6111 g g 9111 y g g 1, 141 Illi lli(�IIII (�� IIII IIII IIIIII►��Iilllll IIIIIIIII�IIIIIIIII 1111111 III►� IIII I I11111011171111116111,11 I l III "i,i _ III(II I�IIIIIIIII II 11111111 I I `1� i IIII I�I I I I I I I I I I I(II II�II1111111�111111 I I 'Ill' III IIIIII�IIII�IIIIII.,,tIIIII�I.11l,lIIIIIII Illll lull Il 1 II I Ill 111lll111111ll�lll�ll�I I I I I I NI R4GK NOTE6: N • H z 5 3 11 (RACKING BY OTHERS' ----- 10m'-0' S/R-SHELF RACK-3'xg xlm' 0' r-iIGH WITH WIRE MESH SHELVES o THE 30', 60', 90' p,�a AND 120' ELEVATIONS. a g l� 25'-0' 25'-0' I 25'-0' 25'-0' I~ 25'-0 25'-0' I+� 25,-0, �------- 25'-0' I 25'-0' 25'-0' 1~ 25'-0' 25'-0' ~I S/R TUNNEL-SHELF RACKS WITH WIRE MESH SHELVES AT THE 96' AND 120' ELEVATION ONLY. 3 O NEW 3' LOUVERED 45 clue ratite c '!? MTL.MAN DDDR th e 5 cr!y P/R-PALLET RACK-3'-ro'x8'x8'-0' HIGH OR 4'x8'x8'-0' HIGH WITH WIRE MESH j •`u' 18'-O't 4'-Olt l it-Olt 12'-�,} Ire \ 2 _ Int 1 I 1 SHELVES AT THE 48' AND 96' ELEVATION. F IL NEW T5 5x5x 4 _ _ Irl P/R TUNNEL - PALLET RACKS WITH THE WIRE MESH SHELVE:, AT THE 96 K ��,p PRO,��• . STRONG BACK �. ELEVATION ONLY. - _ P/R P/� .r''r I . I I 1ex 14° 1 "P/f212 �/R 9' lP/f� 9' �P/R �' �P/R 9" 2ex 13` � yGIN ' fog I { — 19,089 !CV_ EXIST.3' EXIST. O.HD., INFILL I t1-- ,'IAN DOOR SIM. $2 W/ 6' CMU AND NEW j ✓G RECON oo I -V/ I B' WIE OND. WITH Ilra 39-3'tOC1 DESIGN SAfRl FIRE RATING ° N OtiCyMfRRI�L� CUPANCY BUILDING CONSTRUCTION TYPE IIIN I�- I OCCUPANCY CLASSIFICATION - EX1517NG STRUCTURE THROUGHOUT THE BUI!_DINCs I EXPIRES: 12-31-04 NEW CLASSIFICATION OF 1,9G2 SQ. FT. TO Fd2, H3 t H� OCCUPANCY � REMOVE EXIST. ABANDONED 1 �Y,-�--------._.-� y :�_•!._> r�- , �r l_� I 1 �x rF lr cn lw la o; CL 61 - EXIST. WALL OPENING, _ � �^� i IQ`., iL� 1 EXISTING: ELEC.PANEL = WIRING INFILL W/6' CMJ AND L1L 1 i' w a, l _ OCCUPANT LOAD FACTOR: WAREHOUSE= 500 3' MAN MTL. DOOR WITH �' r ,> a' I ' ;ti x `, i rU � 1,902 SW. FT. / 500= 4 IN 'H' OCCUPANCY —`- b..arr i•vel- ,.�F Ira HR FIRE RATING r.� _� C I 20,000 S.U. FT. / 500= 40 IN TOTAL BUILDING PER SIDE rn I 0 4 p aliOpaIIE: rank,, ( �I \ I •. ° I� G , k Q`. iI IOO'MII. 40 > 30 THEREFORE (2) EXISTS REQUIRED n NEW TS 5x5xlq c. (2) EX!STS MANDATED BY 'H' OCCUPANCYEXIST.WALL OPENING, STRCNG BACK -.-I CI 8x8 O.HD. 0 EXIST. INFILL W/ 6' CMU D ! °� 0 DOOR (2 HR FIRE RATING) ) +_ I j MODIFY TO 10'x10' O.H.D. �_ I - .I X GROSS SQUARE FOOTAGE OF BUILDING 20,m00 SQ. FT. (D -A SEE SHEET 62 FOR ' 0 81-011 81 OCCUPANCY 20,000 - 1,962 = 18,031 SQ. FT. — — � ENLAFrsE PLAN I lU/ I ;R FIRE RAPING -I D ( 1 GIC l °b H2, N3 t Hl OCCUPANCY 1,962 SQ. FT_ Ips- \J_ I! CU ,ONE SIDE OF PX1ST. , I V II'm �� - O - ING ONLY. 44ATE NEW �� I b'-QJ't OL Iq �^ PROVIDE 2 HOUR SEPA".ATION WALLS AND CONTAINMENT CURB. M I� o ��. �, BACK At CUT SIDE) + W_ nlC I I ( ( OVER T COWERS)) � lL l 5. -- ' /f >`'�' II°/�� IIo�.0�.l Io1C��I O�C\jf L,K.. L1L. S2-�r�V '-f~�:I u. U�, I -u1 .i1 lJ I •,) , CONTAINMENT URB REQUIRED HEIGHT LGEST CONTAINE - 55 GALLONS, �I O SPRINKLER COVERAGE - 30 GALLONS SQ. FT. MINUTE X 20 MINUTE� —� O -•�- CN X 1,962 SQ, FT. 11,112 GALLONS -i- 151 TOTAL 11,1'12 + 55 11,821 GALLONS .» fa tf. �;,I yh n a a � �1 aV Sl OCCI�PANGY I ll,l12 GALLONS X .133-1 SQ. FT. / GALLON X 12' / FT. / 1962 SQ. FT. CONTAINED r ° 10-A I ItlkTS 5r.5xIr4 I 9bZ5` (SAY V14'IQ�Ip_ o r� T - S Y 9�4 CONCRETE CURB) ! Tp�c�NG BACK ! _1 _"� l� l! n ;� i I,, y f I rr `` 7 xt Q 2/ �/ !Y Ip' I� OC I _ I I'` ;' lsc''I N I 1� W 3' MT DOOR � I .1 'V t 0 NEW I HR DEMISING TYh'. I FIRE RATING OC �- r 9 I 2 (a/ II FIRE WALL ;y:, 5 2/i ! LVOT OV!EICtT tom_-! * rJ 54-4 V1 - RS) �n ;,, EE SHEET S2 FOR STRUCTURAL GENERAL - *« LL L SZ I �, a, n, �! ER L NOT .S CV I L•-. Lv LL O I I �- SPECIAL INSPECTION RFQUtREC�� 0 U I I N EXIST. 2 4 j .n tl 4n sn in I -____ _ DOOR 8U 1 l NCS 2 T- X � �,I e S2 °'a �, a �I ( r 3 State of Oregon Structural �' cialty Code N TYP. S2 n so � _ l L) Concrete and Reinforcing $tet EXIST. OPENING � OL' 1, o, w I w Bolts Installed In Concrete TO BE INFILL W/ ! �: �= -. I w >: ,- x tL E MTL. STUDS FOR I HR `� a Special Moment•Resisting Concrete Frame ..- ° FIRE RATING + `n I ' sa! a � a f O Reinforcing Steel &Prestressing Steel Tendons V tructural Winding EXIST. EXIST. t J p � u^ �`' LOADINGLOADINGHjghtrangth Bolting � f ° DOCK RAMP / �t O Structural Masonry EXIST.OPENING �� L„i of w ; 7 .� ,,( ;, .� O..! T-- -----------, D Reinforced G --j TO BE INFILL W/ ! :. Q L� ,, ,�� x ,� � -------- - I Gypsum Concrete MTL.STUDS FOR I HR �1~-- FIRE RATING L ❑ Insulating Concrete F(II ' X 8-Olt I N 0 EXIST. 4 J ❑ Spray Applied Fire-Resistive Materials DOOR S2 i ° 1'-8 't 6-lilt ❑ Pilings, Drilled biers and Caissons `.r EXIST. 3' LL ° °.... , MAN DOOR ❑ Shotcrete i -4- a7:>iRB ❑ $ r � ___-._._.__._..f_.._ pedal Grading, Excavat.on and Filling t 13 Smoke-Control Systems ® STORY OFFICE 1 I ;} Other Inspections C le - }-- -------J 4. NINM: 21T EXIST. 3' 0 MAN DOOR EXIST. 3' `� MAN DOOR lex Be II x 80 lefX 12° I' 8't •� ��a� � osSr I I I I I I I � ► I I I I t; " cod 12'-4't151-11t r �L 10••0 t 101-01t 11-81t Site Location z 126'70 SW Hall Blvd 0 t1 } 11 1 /� � �q /I / / Gf9t/ +I'V ' •�",O— 'WLIIN_S w/&G I�'11h`J 4-d m G�iiJ d')C' � I�T.M. RIPPEY LLL 9 n ✓CONSULTING ENGINEERS INC. io 07 'p� 2003, ALL RIGHTS RESERVED THESE DRAWNGS ARE THE PROPERTY OF {r a C V/ G C S �r• '�/f 5 W� �� V ' " ivd vi r� TM RIPPEY CONSULTING ENGINEERS INC. AND ARE NOT TO BE USED OR REPRODUCED SW amara St dijr� INANY MANNER PERMISSION EXCEPT MT11 THE RIPPLY CONSULTING ENGINEERS INC. CITY OF TIl3�1RD tC��II II II ff�� FLAN I Approved...................................( ] SW Edyewood St. DA7't:: III uta uj BU 11...1•/ I NC' I - 1..._AI`�l r',onditlonally Approved.................... I ] FILT _ or only the vl�rk �e described in, NAME: SCALE: X`'=I'-0' PERMIT N0.��1-2Lt DRAWN BY: DLM - See L.ettel to• F -..................( I BLC � ,.f. }.,,? CHK'D BY: Job A rr ss: . tt 6�L1- -, Y,4 C I N I T r I I A� SHFFT i3y C11.J 0F iI -- — — PROJE('T No.: r �/^ Hall Blvd, 1670 BL1P2003-0005, BUP2003-00070 8 of y NOTICE: IF THE PRINT OR TYPE GN ANY III III III III I I I I I I I III I I III III III Ill III I I ! III IIF III III III I I III ' III III III III 1 1 111 1 1 ! I I l I i III III !I ' III III 11 I I I III III IIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 3 6 I IT ISD 1 5 ---- 7 -_ 8 9 - 11111111 10 I 1� I �tL - • ' �' << UE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT 8Z g11 Z L((Z 8 Z 7, 6 Z ! £7, Z T Z U Z 8 i t3 i t T 9 t 9 t 6 i i�s T Z�t ruiw III! IIIIIIIII�IIII IIIIIIIIIIIIIIIIII I I I IS III►IIIIIIIII ►III ►► ff Il II �!I IIIIIIIIIIIIIIIillll (li 111111 II ( II I ! r 1 III I IIIIIIIIIIIIIIIIIII IIIA II �IIII II I �I�II►111111�1111�1IIIIIIIIIIII�II IIII,I� !! I o� 1 + I Ill llltlillIIIII�Ill�llllllllLlllllWl.l�lll��ll.l�lll I r� l 11!I I I I I I��11111�U1111111ll1 ll 111 1 1 I!NI I� r�al gTRUGtU12Ql Nnt'>ca + S�Ple�gu EXIST. GL BEAM EXIST. ROOF MA80NRY REINFORG!NG STE1=L: wW DECKING CONFORM 991 TO -714E UNIFORM BUILDING CODE, 1EDITION, AS AMENDED BY THE STATE OF REINFORCING SHALL CONFORM TO UIBC SECTION 21022.10. DEFORMED BARS 5HALL BE OREGON. GRADE 60, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITt-' UBC_ SECTION 2104.5. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: DESIGN WAS F3A5ED ON THE STRENGTH AND DEFLEC71ON CRITERIA OF THE 1991 UNIFORM 2�11 BUILDING COPE. IN ADDITION TO THE OF-AD LOADS, THE FOLLOWING LOADS WERE USED FOR HORIZONTAL EARS (IN BOND BEAMS) 'l D 9' DESIGN: �.A ,:L TllcME_ 5 A RTI Al�538QNP +"� 0 4 -'- WIND: 80 MPH, EXPOSURE 'B' 6 ' 04 a 32' O/C (2) 04 48' O/C U SEISMIC: ZGNF !11 E EXIST. PURLINS 51NFPSON 'VB' STRAP AT T 8'-0' O/C t EA. PURLIN 1w 8'-0' O/C t EXISTING GON M_. ALL STRUCTURAL AND MIS'_';LLANE(_)U5 STEEL: ASTM A36(FY=36,00® PSI) UNLESS NOTED ' ��n` X 1' SHIM OUT WITH 1/4' PLYWp. IF THE CONTRAGTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND OTHERWISE ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF Ar!'r D15GREPANC;IES T.S. COLUMN: A87`1 4500, GRADE %5' (F 46,0@@ Psi). z GL_R - 6' NECESSARY TO ALLOW NEW GYP. FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK ALL 60LTt3: ASTM 4301 UNLESS NOTED OTHERWISE. S p LAP BOARD ATTACHED TO GL BEAM TO RUN 600T 200-43 TRACK ATTACHED 1 PAST GYP. BOARD ON DEMISING WALL I WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY AWS QUALIFIED WELDERS. :n a ;; '� - -�'�s �T� = ALL STEEL TO HAVE SHOP COAT. � ttij e TO BOTTOM OF GL :SEAM W/ (2) ROlUS o 08 SCREWS * 24' O/C STAGGERED THE CONTRACTO,� SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW Al•4D ALL EXPOSED STEEL BELOW FINISH GRADF TO BE COATED WITH PAINT PRIOR TO DO NOT ATTACH TRACK TO WALL i EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE BACKFILLING. STUDS OR GYP- BOARD J 6006 125-33 sTUDS DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 0 24' O/C IMAX. DEIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE 'A15C apUCT qZ SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR ,4 P�O�e SHOP DRAWIN65 SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION BUILDINGS'. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN �`S��INg�t+Q0 AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: BUILDING CONSTRUCTION AND SHALL BE 3/16' MINIMUM UNLESS OTHERIUISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDIN(i PROCEDURES ARE ° 13,089 r NEW 6' WIDE x93/4' TALL 11) LAYER ID e/B' TYPE 'X' GYP. BOARD + CONCRETE MIX DESIGNS, CONCRETE AND MASONRY STEEL REINFORCING. TO BE USED, UNLESS AWS QUALIFICATION !S SUBMITTED TO THE ARCHITECT/ENGINEER 11r. CONIC. CURB EA. SIDE OF WALL W/ �+ DRYWALL I PRIOR TO FABRICATION. SCREWS +� 8' O/C EDGE t f2' O/C 2� 2% FIELD. FIRE TAPE 4LL JOINTS IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF THE STRU':TURAL f OREGON o i 833yb ,- 6@@T 15@-33 TRACK W/ o `-- -� 145'0x!' P.A.F. 6 24' O/C DRAWINGS, THEY SHALL BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL METAL STUD S: EXIST. CONC. SLAB / DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND ARE SUBJECT TO REVIEW 1_IC.:HT GAUGE METAL STI.�S SHALL BE OF THE SIZE AND TYPE AS S,IOWN ON THE DRAWINGS. 4_0/Z { AND ACCEPTANCE OF THE E GINEER THE METAL STUDS SHALL BE MANUFACTURED BY A MEMBER OF THE STEEL STUD MERR�� / MANUFAc.TURERS ASSOCIATION (SSMA). EXPIRE:5: 12-31 -04 EXIST. ,ONC. BLAB REMOVE EXIST. SLAB TO CAST-IN-PLACE CONCRETE: MAINTAIN A MIN. THICKNESS MIX 7ESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY Fy=50,000 PSI FOR 5- ',ND 68 Mll_ STUDS. OF 2' FOR NEW RAMP EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USING MATERIALS TO BE N=33,000 PSI FOR 18 71-IROUGH 43 MIL STUDS. EMPLOYED ON THE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURNISH CERTIFIED �� CJ C-r ION REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK O1/' TH15 SECTION. THE FASTENING OF COMPONET3 SHALL BE WITH 08 SELF DRILLING SCREWS UNLESS NOTED ( , 2 DEI"115ING WALL. SECTION CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, OTHERWISE ON THE DRAWINGS. THE STUDS SHALL BE SEATED FIRMLY IN THE BOTTOM v 52 SCPS-05 N.T.S. Cj2 SCPS-01 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. TRACK- GYPSUM WALLBOARD OR PLYWOOD SHALL 3E A, PLIED TO EACH FAr E OF STUD AND (1 1 � 1-1 SCALE' 3/4' ' 1 -0' FASTENED WITH DRYWALL SCREL'JS AT A MAXIMUM OF 12' O/C UNLESS NOTED OTHERWISE. SLAB5: F'c=4,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. \ z MECHANICAL:N � O PROVIDE 3/�F' CHAMFERS ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MEC1-'ANICAL, PLUMBING, FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE ' �} ALL CRACKS IN CONTAINMENT AREA SLAB ON GFZADE TO BE REPAIRED AND SEALED. ALL STRUCTURE. ANY CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR �J UNSOUND CONCRETE TO BE REMOVED FROM AROUND CRACK, ROUT THE CRACK TO CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED w APPROXIMATELY 1/2' TO 3/4' WIDE AND 1!z' DEEP. INTALL BACKER ROD AND SELF-LEVEL INC ON THE MECHANICAL ENGINEER'S DRAWINGS, SHALL BE DESIGNED BY AN ENGINEER -A TRAFFIC AND JOINT SEALANT TO MAKE WATERTIGHT. AT CONTAINMENT CURB USE VOLCL,aY REGISTERED iN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE EXIST. 6' CONE. WALL PANEL - WATERSTOP RX102' WITH 'VOLCLAY RX PRIMER' INSTALL PER MANUFACTURERS RECOMMI-ENDATIONS. ARCH I TECT/ENG[NEER PRIOR TO FABRICATION. ----- RElNFORGINX A.T� INSPECTION: / REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFOR"I�ED BARS, SPECIAL INSPECTIONS: IN ACCORDANCE WITH SECTION 1101 OF THE UNIFORM BUILDING n REPAIR EXIST. S UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE. WELDED SHA,-L CONFORM TO ASTM CODE AND APPLICABLE 5ECT10NS OF THE PROJECT SP'ECfFICATIONS. SPECIAL INSPECTIONS W/ MASTER BUILDERSDERS EMACO CONE. A76.0WELDED WIRE FABRIC TO CONFORM TO ASTM A82 AND 4135. ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER'SOB CI' FOLLOW ALL MANUR REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ' DR THE FOLLOWING AREAS OF WORK:AGI '15- LATEST EDITION ( � RECOMMENDATIONS FOR CONC. ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). PREPARATION t APPLICATION A. CONCRETE, INCL UU!NG CYLINDER TESTS, SLUMP TESTING, AND REINFORCING. �✓ `�• (1) LAYER OF %I TYPE 'X' GYP. BOARD --- 4005 125-18 STLIDS REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS: B. EXPANSION ANCHOR PLACEMENT WHERE INDICATED ON DRAWINGS. � r EXIST'. 6'0 STND. EA, SIDE OF WALL W/ % DRYWALL • 24' 01C, MAX. SCREWS * 8' O/C EDGE t 12' O/C CONDITION: MINIMUM C. EPDXY ANCHOR PLACEMENT. � PIPE COLUMN FIELD. FIRE TAPE ALL JOINTS COVER: CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EAF H 111/2' D. FIELD WELDING. Na" TYPE 'X' GYP. � BOARD SHIM (1) LAYER OF Nis TYPE 'X' GYP. BOARD CONCRETE ><;:.C'cSSX?RIES: MECHANICAL AND ELECTF:IGAL TO BE BY SERPARATF PERMIT EA. SIDE r,'�F WALL W/ 06 DRYWALL _ SCREWS 41 8' O/C EDGE t 12' O/C CONCRETE EXPANSION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL' OR ENGINEER FIELD. FIRE TAPE ALL JOINTS APPROVED �:C1111 VALrNT. CONCRETE :_.AS N 400T 150-33 TRACK TOP t CONCRETE MASONRY UNITS: ASTM C90, TYPEI, GRADE N, TYPE 1, 1900 PSI MINIMUM BOTTOM W/ .145'0x1' PAF. COMPRESSIvE STRENGTH, MEDIUM OR LIGHT WEIGHT UNITS. ASSEMBLIES SHALL HAVE A 6' 0 24' O/C MINIMUM COMPRESSIVE STRENGTH C= Pm = 1,500 PSI 4C- VERIFIED BY PRISM TEST DBL. 8008 $, USE *8 / LAP 60@S END STUDS � 24 O/C MAX. EXIST. GONG. SLAB BEFORE AND DURING CONSTRUCTION. CONCRETE MASONRY WALLS SHALL BE REINFORCED, 25 L CREW TRACKS, USE 08 CONN. END STUD 12 DBL. 8@@5 W/ AS SHOUN ON THE PLANS AND DETAILS, AND IF NOT SHOWN, SHALL BE AS NOTED UNDER ' MTL. SCREWS � 12' O/C, TYP. � � � MTL. BGRElJB m 12` O/C STAGGERED I 'MASONRY REINFOi2GING STEEL". (EACH SIDE OF COLUMN) INSPECTION: SPECIAL INSPECTION NOT REQUIRED, MASONRY DEIGN BASED UPON USING 1/2 ALLOWABLE STRESSES. MORTAR AND GROUT: O MORTAR MIX: :,STM C210, TYPE S, IN ACCORDANCE WITH UBC TABLE NO. 21-D, F'rn = 1500 0 3 D E1"I 15 INCz WALL FLAN COL.Ul„IN 4 ; 1 ) HOUR WALL INFILL 5E CT I ON MORTAR MATRFRIAlPORTLAND BELOW DACEMENT, ASTM GI5@, TYPE 1. GZ SCPS-02 SCALE: 1' I'-0' S2 SGPS-0s - MORTAR AG_3R �-- EGATE: NATURAL COLOR, ASTM C144 (�/ 1 --� ,3CALE: I V-0' 0 SAND: ASTM C144 V GROUT AGGREGATE: ASTM 0144 GROUT. f'c■2,000 PSI MINIMUM AT 28 DAYS. ALL CELLS CONTAINING VERTICAL BARS a z AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. � HYDRATED LIME: ASTM G201, TYPr= S ui NE REINFORCING STEEL LAP SPLICES: 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. FOR TYP. HANORAILI I I SEE DETAIL 6NC- NEW LOUVERED 3'x1' MIL.MAN DOOR 1 4-0 1 W/ 11/2 HR FIRE RATWG t PANIC I w HARDWARE AND LIGHTED Z SIGNAGE PER CODE EXIST. PURLIN EXIST. ROOF tr a WALL DECKING — _---L� S 5x5x1 1/4 61 1'_6,1 Fo' Ch1J INFILL STRGNG v e BA(X -- -I 8'-121, �' NOTE• LANDING 1' 4'-0' � TYP. - 3(b" GAP e r- ' I/ INFILL To BE 6' CMU W/(2)•4 WORM BOND BEAT✓ - NEW CONIC. RAMP 4 �\ EXIST. GONG. 0 48' O/C MAX. + (1)BONE) BEAM AT TOFF t W/FIBEW16H REINF. A3 1, WALL PANEL BOTTOM MIN. t 04 VERTS 0 32' O/C MAX t (l)AT 8339r, 2`•� 833 MX• ° I ° I� OR CMU INFILL w EACH END OF WALL (SOLID GROUT CELLS, TYP.) 2%I. L 3x3x3/ex0'-03' LU/ (1) 1� 11/4'0 STND. PIPE (1) "4x2 -6 (EA. BOND BEAM) •• '3EEDETAIL 1/62 •• °D I HANDRAIL DOWEL W/ 41/4' EMBED INTO CONIC. 52 '/2'0x4' EMBED SIMPSONTYP. WALL PANEL WITH SIMPSON 'SET' 5' 1/4 (2)NEW 14'4 BELE 'WEDGE-ALL' EXP. ANCHOR i i � HANDRAIL ADHESIVE IF PIER IS < LENGTH� EXIST. GONG. FLASHING ROOF 01 ---� TURN DOWN BAR INTO CELL W/ 3.8 lk, r 48' O/C MAX. STAGGERED WALL PANEL 5?Np gra• NOOK VENTS WITH CAP a 5-10J /4, ,SPECIAL INSPECTION OF INSTALLATION REQUIRED-, VENTS WARNING STRIP, YELLOW t s BANGLE TO BEAR TIGHT AGAINST � � ,; EQ. ��/ 8'x8' O.HD, 111/2 ►4R UL BLACK (2)SIDES WALL PANEL, SHIM ANY GAP lI/ EQ. - CMU INFILL, RATED W/ FUBABLE O BEHIND ANGLE W/ STEEL S4-;IM) ° TS STRONG BACK, RADIUS, -` PER PLAN ��- LINK, CHAIN HOIST - Z PER PLAN 3,_0. TYP - Q� WALL CONN. '' FACE MOUNTED w EQUAL tr EQUAL tr EQUAL 6' CMU INFILL EDGE OF - - ------ OPENING , . , (1) 04x2'-fo' (EA. VERT. BAR) , , , , , T.M. RIPPFY fQ 34x4x@ -8 W/ (2) /2 0x4 Il 3 -6 3-6 fl �coNsvLniVa ENGINEERS INC, DOWEL W/ 41j4' EMBED INTO H OCCUPANCY SI OCCUPANCY 1HESE DRAIMNGS2003, ALL CIRE THE PROPER(`.' Of 1 _6 NEW CONC. TS RESMAM EMBED CHORE N 'WEDGE-ALL' GONG. SLAB / WALLr-ANEL w �� TM RIPPEY CONS(LTING c -- - LANDING EXP. ANCHORS � 5' O/C C.MU INFILL, 'SET' � I ENGINEERS INC. L D WITH SIMPSON SET ADHESIVE _ - AND ARL NOT TO BE USED OR REPRODUCED (TYP. COt•;NECTION AT FLR PER F'LAN IN ANY MANNER EXCEPT WITH THE PROPER _ AND WALL CONDITIONS) e WRITTEN PERMISSION OF T.M. RIPPEY fE 1/2'x6x0'-11' W/ (2) 9't A [ EXIST. CONIC. WATER STOP, r REMOVE EXIST. FOR TYP. HANDRAILING �, CONSULTING ENGINEERS INC. 11/ '0x4' EMBED SIMPSON I ° --\3) SIDES I e I y EQ. EXIST. FIN. SLAB - / TYP. I ABANDONED ELEC. SEE DETAIL 6/62 - �- 2 I ! a I 4 9 J --- `r I)A E: ut us-u 'WEDGE'-ALL' !�" /` � 1/4 ! 4 EQ. FLOOR � PANEL t WIRING J ---- EXP. ANCHORS - 1 -0 �-- 9'4 LANDING I iLE NAME: ---- -- EXIST. GONG. , , � -L _ _ _ NEW 3'x?' f`!TL. MAN DOOR SLAB ,�� ,�< <' J` — -- W/ 1112 HR FIRE RATING J I)RAWN BY:_DLtit L PANIC HARDWARE AND r'IIK'D BY: HLPER PLAN 6 CMU _ INFILL LIGHTED SIGNAGE PER CODE 0 EXIST. O.H.D. _ SIIF.E:T TOP WALL CONN. l—,� TYF. 1.51 'S STi�'ONC �4C�G ELEV. (o T1-F, HANDF., 41L TTP. Ct'IU INFILL O2 scps 0° SCALE: '/4' - 1'-@' 52 SCPS-06 3G.a1_E: j!t' = 1' @' SCPS-07 $GALE: -- � X001"1 1/='L>4N POOL-CHEM-H-ROOM SCALE: ��• _ ��s w�a a.wwr�w w,r• 22(o2 Hall Blvd, 12670 BUP2003-00025. BUP2003-00071 TYPE _......err,•. y of 9 ...�'aj"?R�*,°a. ,:. . _ _ ". :..Y.::'>�.agii;.....:_:--....:.. _...... _-IL-a..J:=:.:wd...1...,.,.:'.<,...,... ......d ::�n�1s':�IfMta nra+.+rv.wrew :a+.wre».,,,.,r!.• K>�VV;I,w ` NOTICE. IF THE PRINT OR I T PE ON ANY I I 11 f III III III III III I I I l l l l 1 l III 1 11 I III III ! I I I I1 III III III I IIIf III III III I I III III III III III III III I I III . 1 1 1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ;1 1 1 1 . I I III I I IMAGE IS NOT AF _ ---- .1 _ 6�- — - 4 I---------- l l I ( � I I I I I I I .,�BAR AS T.iIS NOTICE, 1 _ I 3 - � 4 I I I ��, � _._ _ __�__ IT IS DUE TO THE QUAL'I Y OF THE No 38 �, : _J ORIGINAL DOrUMENT 1 ��y�.y £ 6Z NZ LZ 9(7, SIiZ bJZ EiZ Z l7 OZ 8 [ Bt LT $T 8t 6t Et Zt ' ? T --r1-8 L 9 9 fi L L t7iYl1N �11111Illi�l1 iill�illi�llll�llli Illl�lllllllll�lllllilll�lllllllll�llill(i illi III II I II� I ff !I I I I I IIf �IIIIIIIII�IIII�IIII�IIII IIIf�I II II I, 111 II I I .IIl l lllllllllllllllllll�flll�llll�lllllllll� ►, �Ilil-IIl.11 1 1 j I 11 l �I�IIII�IIII�IIIIIIIII�11111111.11lll�lllll111111111111 � ! W.LLU.W lillllll l,ll 1 I I INI II