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7150 SW SANDBURG STREET-4 I VERIFY Z U u x 1"IAGNETIad C 9 HOLD -OPEN < 111/2 ' WALL FRA %MING MAINTAIN 2 HR. 04 u AREA SEPARATION SOFFIT ASSEMBLY zka m i f ._,,. ,.,._ ....,, . . ......,.... _, ; ., ,.... ,.. ..,...... HEADER ABOVE I LLI I (D W U1 7 2 I- IR. AREA SEPARATION SOFFIT ASSEMBLY MAGNTIC Z - EXIST. HOLD-OPEN WALL I �vima�e I � DATE 1-2-98 p > � 0 D) 1�9 m or ewee+e FrV IF THIS DOCUMENT IS LESS Tf�(�fiII IIIA T11 TTT I I III III III I 1 III I ( I I TT 117 1IT 111 I I IIl T11 111 III III III III I�jI III III III IIl III T� 1111T 1 i T1i 1�T ijl T�1 III IIl II I IIII III III ( IIII 1 LEGIBLE. THAN THIS NOTATION , ' I f � 117 I I �1 � � �1 I � 7T IS DUE TO THE QUALITY OF ��fQusT �g, l 7 7 THE ORIGINAL DOCUMENT . 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PAVING 1 - 011 AND REPLACE WIT" DIAMOND _ 20 MESH IMPRINTED CONCRETE , MA. s �vieioNe rn .n DATE 1-b-98 'Q JOB* N O DI1N. O ' CNK 00 to 0 CF 6�2ETe I .:,., }t"X ,. -.,., �.., a,;a7h" #'�sw 1-.'T,,f�lS'h61"!6?k.4 'Gi; ..r.. r �i-•ssriA00wookommajimt. .. -- TTIT I ( II0II I ( II ( II I ( III [f ilI I { II II ( 1 1 1 1T11 1� 1 T IT7T'[11-TIT11III II > lll llll IIlI11111111LFGIBLF THAN THIS NOTATION ,IF THIS DOCUMFNT IS LFSS I IT IS DUE TO THF QUALITY OF - No.36 us _ THE ORIGINAL DOCUMENT . _ ���=� E 6Z � 1311111111111111111 0z 61 tII LI 91II1 (IIIIIIII II 1111111 IIIIIIII 6IIIIIIIII IIIIIIII IIIIIII9'I IIIIillll QIlillllll tIIIIIIIII SIIIIIIIII ZIII III I III T iiii0i (IIIIIII II II IIII IIIIIIII (III IIIIIIII IIIIIIII IIII IIIIIIII IIII IIIIIIIllllllii 11�11��1i1)� • II ACCESSIBLE PARKING SIGN (OR20-GB) ��0� - (16 OR20-6B f OR VAN ACCESSIBE E SIGN) TENANT IMPROVEMENT5 FOR 51 T E WO R< NOTE 5: NO 1881 VHEELSTOP t -0. /�"`�BLS)YMBOLSEEN(IN WHITE AVI(Pe+� _ pA PROGRES51vE INSURANCE I. REPAINT EXISTING STEEL. TUBE GUARDRAILS, HANDRAILS - BACKGROLWD - ($TATE Of WASHINGTON) AND BIKE RACK. COLOR AS SELECTED BY ARCHITECT. E _ EA 115 S.W. SANDBURIG ROAD - f — WHITE LEITERS & /,. TIGARD, OR 9`1223 ?. REMOVE EXISTING MONUMENT SIGN AT S.W. SANDBURG _ �� - (+1cscRvco srMBocs ON f;l-uE � II BACKGROUND STREET, VERIFY AND CAP EXISTING ELECTRICAL SERVICE. � (STATE nF nRFGnN) G n, I�� I�� I�2 TA n, �C Vv AFFL ICANT : 3. REMOVE ALL EXISTING PARKING LO' PEDESTAL SIGNAGE, (/r i � ` Off' OPV A 0' PAINTED'-` � `-'1' HIGH LfiTERS. V/ • � DAVID VONADA PATCH A.C. P PING. STRIPES _ STANDARD WORDING PER 4. REMOVE ALL EXISTING BUILDING-MOUNTED 5IGNAGE, INTERNATIONAL ' HANDICAP CODE REUM'IS ANKROM MOISAN ASSOCIATED ARCHITECTS o 30 '' + - Of STATE WHERE SIGN PAtGH AND PAINT MOUNTING HOLES. - ACCESSIBILITY Sr a1 r`u P EACH SPACE , �v� \ IS LOCATED 1'" L •'. 6120 S.W. MACADAM 0100 I E - 5. PROVIDE ALTERNATE PRIDE TO POI,UER WASH REPAINT LOVER s1c;N To READ � PORTLAND, OR 91219 ENTIRE BUILDING. MAIN BODY COLOR TO BE SIMILAR LIGHT � >� VAN PRUTnRrIONS a ACCESSIBLE' TONIR, BASEMENT COLOR TO BE SELECTED BY ARCHITECT. t AT SPACE TO LEFT of 0U_._NER: 6. PROVICE ALTERNATE PRICE FOR THE FOLLOWING PARKING � acrfsstBLE AISLE I I I ++� LOT IMPROVEMENTS I _ A F �F'.. I I ��►f J C E I (-') I 1 �• �� PROGRESSIVE - �--- I f, �• c� INSURANCE ,�I I 1 r I( ,f, 1 r 1' /� f 1 ' A. REPAIR ALL BROKEN CURBS AND I ) D' g'_0• Mf TAL SIGN FASTENED _I-- YY -J <.1 L• I I r �I I `! ( 1 - I 1 �_r . _ P',1 V f Q `/ a A - t SEr11RF1 r If) BUIt I'IN( a 6300 WILSON MILLS ROAD SPIDER-CRACKED PAVEMENT. I('.J I 1 + F 1 /4 r)1 8•-0 VAN AGCES 0 MAYFEILD VILLAGE, OH 44143-2182 B. SEAL-COTE EXISTING PAVEMENT, 6�-0• STANDARD SPACE - F- ME RESTRIPE EXISTING PARKING SPACES, -�1 T �1 VIII( L., ,f.:1 E 1 E._ P;1 F. ?!(_�! -- PROJEC T DAT,4 ADD DIRECTIONAL ARROWS. ? ACCESSIBLE PARKING STALL ACCESSIBILITY SYMBOLS 4 ACCESSIBLE PAt?i''ING SIG1�1 r"1 f , 0 � - - 1. SEE MECHANICAL DRAWINGS FOR NEW ROOF ,Q,1•) "�g °=�'s'T�4 Al I, rr, r �rroi 1' 1 �' 707 n 11 '7 U ad LAND USE ZONE: I-L AND C-rte PENETRATIONS AND NEW ROOF CURBS FOR EQUIPMENT. '�') ) i��, r �,! j l I •I, ? , ' CONSTRUCTION TYPE VN, NON-SPRINKLERED PATCH AND REPAIR ROOFING SYSTEM. o -1 IPV YP" MAR, .1+ 10, 1998 < OCCUPANCY GROUr': B - OFtICE N — C • \ n / • �] N QSITE AREA: 151,3919SQ. FT. J V V / 2 D . o i BUILDING AREA: 1' — _ _ - - - - - - 2 w MAIN FLOOR AREA I: 8,68(ha - vruNT ,.A,+AI_t: 1, [rvT / , � ' •J HN,'T 'n: w. R,ah O MAIN FLOOR AREA 2: 14,110st �, r�F I r�,al Ir ' A I•EFEL'ttJal_ E'NEQ ✓ , rn BASEMENT AREA 1: 12&-lo ( �� Fi• Er SEVtENT rcr; >qpr, c,�p -� � � I LEGEND u BASEMENT AREA 2: 3053* - _ __._ .. _. __ OU RICHT--CIF-WAY 't i � �' !j�,":• I ,�. i ,. r �' T O � t Y U.. / " ,�� 1 - SPRINKLER HEAD I::URIIE DATA [r � � r1i,.Yl.,r 0' -N;n• � N U.B.C. ALLOWABLE AREA CALCULATION: ` ' ' �j 1 • U.B.G. TABLE 5- �, ta(1'f.J1 - GAS RISER B BASK AREA. 8000 � / i I SEPARATION 3-SIDES: R 0 0' / I - �? ')n ' . 1 I I i , 1 ( ,. ,' STREET LIGHT r- AREA I: CH - N;25 07 14" �' rf� - GAS METER a. = 619' X 2.5716 _ 1509, l\-, X20 ;T?' __ __� f �-,r cp �' f; _ EXISTING •' i Cera THEREFORE USE 100% 16,000* -r {' - GAS VALVE . � _ PARKING AREA 2 DECIDUOUS TREE 130' - 20' = 110' X 2.590 THEREFORE USE 100% = 1(6,0t'a0* i P� \1 1 �__ CONIFEROUS TREE 9.90' z W PARKING REQUIRED: / �� (y,' `o I I I 33,882* * 1/350 = 91 SPACES �. i '• Ex157ING ploy ( L •'D' - SIGN ACTUAL PARKING: 120 >> �.` .- . LANDSCA' J 1 •04 - UTILITY POLE I REQUIREDA APARKING - GUY ANCHOR AD.A. PER U.B.C. SECTION 1104.1: 5 SPACES �� ' �' ISTINGCYCLE RAtK ( r (� - MAIL BOX V / � - WATER METER ACTUAL PARKING: 5 SPACES / tl9m' I AREA I MAIN FLOOR I X T. A.D.A. ENTRY +� E D�1. E MAIN FLOOR � L� I - oil SOW $Q. FT. ---- I G , - Q tl J AREA DRAIN ! ADJACENT I lw. - PARKING BARRIER BUILDING , Q` - STORM MANHOLE SPRINKLER IRRIGATION VALVE 1 f �, -I _ _. _- - - _ RESTRIPE 017 (4) 1 tC, . � Q N l� ` - TELEPHONE PEDESTAL. j PROFESSIONAL / ' I A.D.A. SPA ES �y LAND SURVEYOR , / 1 __-- I — AREA SEPARATION WALL i ? 4 L..L_ D EXISTING LOADING AREA _ J __ PARKING ACES PER Al.l All AJ.I --- Gt - GAS LINE0 024 r AT BASEMENT -� _ , ---- WA -- WATER LINE �' OREGON 4., _-, — �> - _�` - I - - - '• "' — AREA 2 MAIN FLOOR ! ,: � 1 Tr.l UNDER GROUND TELEPHONE LINES MICHAEL D. RENNICK / r t; C+ I '� f — ' S: - SANITARY SEWER LINE , rti v ;e `� 14,110 SQ, FT, 1 Q oil a) Lu PtiVP- - UNDERGROUND ELECTRIC LANES EXISTING LC.�A., LNG AREA I - - 1 -_ r -- CmA- - OVCRHEAD POWER LINES z AT BASEMENT i E X 1 S T I NG ! %plf Q O • / r - � I •-i-��,-�- - STORM SEWER UNE / REMOVE PLANTER, ADD I BUILDING ! U) (I)ADA PARKING SPACE I TO BE REMODELED - i - CHAIN LINK FENCE I T 3 4 I (1) STORY W/ BASEMENT 3 1 '°`' _ v W / E X S 'G ' f Owl 7m, DRIVEWAY/ ALI ALI ALI „•�., Td) ' =�-I WATER VALVE 40,11 CATCH BASIN i �.. � '.� ' .•-':I,...».,....JI.....+' ,'{. ''"' °�;.�' ,....�.L:.:..-,r....�' (r ( T j l .) SANITARY MANHOLE w� ,.NET Rall' I (UNLESS NOTED OTHERWISE) F. I _ POWER RISER • TAX LOT 4100 aa,itJITr.., of — EX51T, A.D.A. ENTRY • BASEMENT I • r - DENOTES SET 5/8" IRON ROD W/YPC / t -.. MAPKED 'Gdd. LAND SURVEYING INC ZONE I - L NORTH LINE: LCIT 4 ' ( EXISTING CONCRETE EXISTING A/C PAVEMENT _ II i 7 7 FEPF ETII.AI �•f_'�`I.R �,r y f I • _ I -.11 EA4 rPFFWA'r ' f"'110'.I(`N I ADJACENT r W .r T ILl I L• g I I7. I 1 BUILDING PFR N. '3,873 911,18,53" ;� `1 J _ V C, 1 42 r r- • `� '= �, EXISTING I }.ir 4 ,� r. 1)1• EXISTING BUILDINGS / PARKING v151OPi5 ^-''`� „ CITY OF '-pproved..................... / 1 .J ► =.�r._:._.__. . - REI�"IOVE Conditionally Approved ......................... [ � EXISTING R I) 1 , EXI6TING For only the work as de crib SIG CAP PERMIT NO. r' •'' F o ��,, DRIVEWAY I !`atter to: Follow.. ........ . .[ 1 3' y , -�.: _ � _ p II ELECTRICAL See LOT 900 / •• ! "• = � TAX T 3 �� I ,�F,�+[.rJ i �,r.'L., I`I•R - •-_ __ - ..B►.nl.La�IG , ... �• �:• �^ AKach 'wFLI-, !Z NE �✓ - F i I!FAF NI N" rat r,117P [,NC.FCJAt"IttN(; I SURVEY PREPARED BY: Job r s' G & L LAND SURVEYING �Y — / 8116 S.W. NIMBUS AVE. ' �,('' If? WELL �.. ` , �• I 1I � •, - -e.,- .e+l-.r - � „a. -..: ..-s �,.�rr� _ ` (i�•.1 ' lr, r r h I n 0 ��� , R BEAVER TON, OREGON 97005 f(rIN1T(lf� WELL T'f.N �.EJ II ! } ER SN. ►3,094 IL:'J PHONE: 641 -0308 D,4TE F,-18-98 .JOB N0. 1859- TM FILE AI-I •�• j `O ' I �loB 913mIQr1 ADJACENT F� rl I r BUILDING I NEL Ci ,. lI ' � DUJN MB �'yK pv 1 � • , C1r 1SNE�Ar 1 ADJACENT ,;Y� GRAPHIC SCALE BUILDING I 30 o is w eo — ADJACENT 1 ( ""r FLAN PREF , BUILDINGS --••-_ I - - `� ALI 5c�LE 1'= 3G^ -0' ( 1N FEET ) I Inch 30 ft BUP98-0025 C��F E+aEE .. 7150 SW Sandburg SI. I 5 Of 17 I(r 1jr ill ill -iji III ijI l i lli III ill 1 I ill il � 111 1!1 1!1 IIT 111 1 1 1!I 1!I 111 III III III 111 I I III X11 111 111 ljl 11�1 111 l 1 T�T � 1 T�1 1!1l1!1 1111111 111 111 1!1 1 1 _ IF THIS DOCUMENT 1S LESS 1 I I I I I I l l 1 I I I I I I > > I I - J LEGIBLE. THAN THIS NOTATION, f -�- __-I___� -- --__--� —1____ I �L- I--� ' / I , g I if I i � T - �_ _�—. ,� IT IS DUR TO THF'. QUALITY OF ( / 9 THP ORIGINAL DOCUMENT. --- -- --- -- -T- - -- --- --- --- - - - - - - -- No.38 t'� £ t111111-i"t'l L 9>1; Z �1bb £Lq16 TjjZ O��Z 8T 8I L, 8ITT I8 8L 9 ; >ZIIII�IIII + � 111111111 f111�uIi11 I I�1111 II 11111111 �I Ililll IIIII1111 ILII 1�1�11111 IIIIIIIIIIIIIIIII�III , ILII IIID I II�III (/�''�\ //Q�� //////,,,^.••...�����` //,,.�� //�� //''''�� EXISTING ALUMINUM WINDOW by OTEM STEEL STUDS 0 24' OC ����-p q�,Cy r W/ GAP. BD. EA. BIDE. ` N0, IBB] Y Y AVI V AOA _n ns-o J, RTLANO. OREGON _... , --r 26'-3* -. _— 13'-3' 11'.0' �. 11'-0' 22'-I' 12'-b' 1 19'.9• -- / O —FULL HT. STEEL 'I,/• Ql.�j i BiUD FACE OF \` / EXISTING SILL STUD. \, \ 3►' GYP. ED. R 13y' \ I I I FIN SILL BELOW STEEL STUD • 24' OC MODER•FOLD FOLDING, TYP. ALL FOUR WALLS. i PARTITION BY - ID50' 4 DIZED ALUMINUM / TO MAT H WINDOW FRAME, FULL HT. I SEPARATE PERMIT TO WINDOW. U) ` NEOPRENE GASKET W/ ACOUSTIr AL I'_ 8 / SEALANT EA. SIDE. U I / I WALL AT WINDOW MULLION w " 6 I A2.1 f. s SCALE' 3'. 1'-0' 6 ALLOW FOR 2 COLOR PATTERN O (J \ TRAI_NING ROOM 1 / WALL 4 1 ?• \ ELAS ON I I} ° ED GRADE. O 3' X 5'-6' 1 < 9 EXIST. u 2 �:RAWLSPdCE w a° \ E I : � , 1 O o < N INSUL. AL PIPI : �. U E \ SOUTH Q ° III I I \ Z 4 X 4 CERAMIC TILE BACK2PLASH \ zN \ O TO ?OP OF TOILET PARTITIONS < II'-10 5/16' 12'-9 II/I6' IT-03/0.3/B' � j v v v V v v A 4 911-6 in, 1E NEW A PLAN NOTES - --- - -- --U3 W 1,fV�• ' OADD IS' X S' OF 5/4' PLYWD. TO WALL rI EXI$T�. ECT. SERVICE �p TO REMAIN. PROVIDE WALL MOUNTED T.V. SUPPORT « WEST i n (.On�{.lA�l'i• {--00Y4 2 i i i i "� PROVIDE SMOKE DETECTOR ACTIV D HOLD-OPENS NEW CONG.;� I I I REMOVE EXIST. 0 EXIST. DOORS 1 @ MENS ;�_ __ ;_'.j ___ TELEPHONE 9ERVIGE ®PROVIDE WOOD BENCH 14FF. EXIST. �! ELEC• EXIST. OFURR IN GROUND ASI NEWHALL. �� ST41R 5 ©PROVIDE 2' X FULL LENGTH MIRROR 21 OPROVID HOOG4 • 10' D.C. D' APP. C c.- GP' \ ACE EXIST. WINDOW SILLS OATH �• PLYWD. I-HR FACE, IF LAM FINISH 0 O \ 9 NEW 5' X 10' AWNING 9 B i0 EXIST. IY S-LABEL EXIST. NORTH FIRE DOORS- ADD EXIST. - O �_ a WOMEN I Gam, 0 ACTIVATED"OLo OPENS e MENS ROOM ELEVATIONS0 04 42.1 26 C GGMF'L�hNT J GC , d� 5 A2.1 SCALE: '/A'. 1'-0' (j REMOVE 4 Z CO POtNDAT]ON WALLS (c 6 REMOVE MEOW. UNIT W ® V AND REPAIR WINDOW 5 1 ��y� NEW NEW / ® „ 1 • NEW MDF- ROOM FALL 68�J RECREATION RM 5 F221 F231Q w LI _ - ; : 0 I-HR b' N. ' X 2' CEr AMIC ILE B J,E a. O h // BASE TYP. ^ Q ^ , « _ / RELOCATE, SEE MECH. 'prlRR� SOUTH 5 0 5 - _ ..- - — — O 1 I " : T 1 NEUJ C ALLOW FOR 2 COLOR PATTERN Y9 5T �p WALL FLR �� r CONC. y {: c ` . ...... .. ..: ....... ...... .. _... ..... 2 - I' m NEW EX15T EXIST. "i' 9 TRAINING NEW qNT -STALECSTA 5TORRAGE II CLOSiN� 5 - i i, NEW « r NEWSERVER ROOM r Is RT) K I i ;;i O�EN OFFICE ROOM I , 5 i...........i...........: i...........:............ i... I...........i - II 6 _ i L IGN W/ 12 ..:. . S �� i 9 :............ ........ ........ .. ......: ;. OJ I II ` - i �. . . . ............g...... 0. ... WEST DRIVE IN CENTER 8 I i m 5 C CPT r C3 _ 1•-i Imo► e p. / ®� ) ' REVISIONS ?' `/ — - - -i F` _ --�1E -_ - 14 il- HALL Im c I36 RROR 3 CONT... C rONC. J II REMOVE WALL FAN 23 O _ I A ; r NEW 10'-81/2• NrILL WALL WITH IZB iI EXIST CLOSED FILE ROOM I NSUL. ALL PIPING 9 8 II 2-HR GONSTRLIG71pN '1 I, COVERED CARPORT NEW AD.A. PARKING f., NEW 6 NEW ® '� 3 PARKING STALLS I SEE SHT. 41.1 rr OFFI E FACILITIES S ON EXIST. 1901 ROLLING JETER UNITS 0 I .1 -_-- Q I pOr K o i NORTH 3 WOMENS ROOM ELEVATIONS DATE 6-I8-98 - I A,Z.I 5CALE, ';'• I'-0' FILE A2-I _ -- - - - - - � - - -Q_ - - - _ ..- -� - -- - -- - - - , JOB 980101 _LEGEND OWN MS CHK DV o EXISTING WALLS WALL I•Y.a 2 HR AREA SEPARATION WALLS WALL --115'-0' - - __-_ -- . - .. ---------- -- — ----�' S TO REMOVE NEW WALLS Ai.! BASEMENT FLOOR PLAN TENANT 4T IONS N.LG. AZ SCALE: NEW 2 HR AREA SEPARATION WALLS BU RE-0025 OF SHEETS 7150 SW Sandburg St. 7 0117 IF THIS DOCUMENT IS LFSS y'�'pI�'II'I'I{'1.1 I I III Ij ITII I17TT�7 -IT91FIIIII1I Il II1jT Ii1 IIIIIII IpjI I IIIIIII 1111T�T'��1T�f'7��I1��� �'�!J111IT11 11TT11 ? Tn 11111111 III III ..,.. 1 LFGIBLF THAN THIS NOTATIONS I 1 � I '' II ,a� ' I FI II �� I 7I I 8I I �I '. I Ii�I '� '1�� I }� IT IS DUE TO THE QUALITY OF Y 000 VVV O 1V �N THE ORIGINAL DOCUMENT. I' Ilul iulllm uulllli ullllm iIIII llulm iullllu iulll�I mlllm mlhui illm iullull ilulllu iulllui illlhm ilullm III111111 III11118III111111 III111111 III111111 III111111 ul6m III11111I III111111•IIII���91111111 III111111 IIIIIIIII IGIIIIIIII II�NII STEEL STUDS * 24' O.G .`I(,l� D A c5) D CE F `, Wl GYP BD EA SIDE. N D VI188 A Q DA n NT STEEL STUD � FACE OF EXI5TISILL 'PORTLAND, OREGON :a -- -, -_'"- - _ ---- gra'-I T`T`- _ 12'-6---- 19'-9' I NG STUD 9lC or V - --- —___- _ -- =1- (0� t 'FIN SIL L BELOW 1I I ll 3 I 3 '► Il I I _ t I i1Z.Z 1 t 1, � 3 -- .05®' ANODIZED ALUMINUM TO M=+TGN WINDOW FRAME, o NEW NEW rl�� i r : 'i ; IFULL HT TC WINDOW. Um NEW ~OFFIC OFF I C E C 0NF. R0 tI nOFFICE ___-----EI — r -- - ,....... , . . . . .............. ,1.............. ...:.. .,. REMOVE ,..,. '...,.. ,... •..... .. I,. : a t OFFICE I v ?-HOUR AREA I ( I ut 7 (-�•,,� I NEOPRENE GASKET Wi ,' SEPARATION WAILL. f �- 'r 1 �1COU5TICAL 5EALANT EA. 51DE ►� 3 3 I �, f I I N f 3 ( Ir f 3 I ~' ... ... ......... I . ' 't�'.....i .aM_... '.. . . .. . . 8 E _ _�_ . ......... .... .. .. ....... ........ . ....,.... ......... -- � WALL AT UJINDOUJ < C� =� 32OPIP �3 lv A2.2 5C SLE 3' 1 -C'' g 3 I (;) - ::tl, t; OPEN OFFICE i�1J" �I f NEW 3 - - -- I, ,l I I L, A rOFFICE 3 2 3 3.2 ;=s .} . . . .• .. .. . . . . . . .. .I. .. ..... .....I'. .. .... .. .. ., . ...... . .. .. .. .. . I V Lli NEW 3 r i I I I.1 a PI i OFFICE I : I I •}•y� .�.If. rx� $v #,lrih_ i�llt+ri iii:.; . .�yp,,y. ,,�,�,;-- � r IIIA*g' linRs ' _li�1i_i • ..... • �� �.� ��' . . . c NEW ji . .... �....� . . .. �i r ..� { �� .... •. ., .. •. ...'�: iI�?• II,z' ♦ STD. STEEL �►, itl OFFICE I I : la L . 'I.. , , ' r ,! : III - / PIPE FAINT. u o I ( til r : GLR. a `+ 1 11 I'1 Irl I LJs 3 SOI t REMOVE I II I i 1� ;i 2-HOUR AREA, i l�I! f : i �� " , I. .. . . , , SEPARATIQN WALL . . . '9... 11� ' iii 2 O .`i ti 1. Ili 1J � ...... .......... . I1�? 1/?'—- - 13'-b 1/2' - U t i _. .. _ _ _ i I i i I : i i iii o fi all III 't W of 1 I I EXIST. CC�/� I 1 I �fl w o BEAK 1��1./01") � � W_ III I i1 ••••.•• 5 nl !I ' � I d •�L�GT• - � 1 ' 11? a2 3 PT. L._'w-'—J ELECT. : i '' :. I .. PANEL' ► i - I, 1I I PANELS - , I NEW 1iI J I V.C.T OPEN OFFICE, EXIST, 1 T 113 K +-rEN Exls _ _ 4 w+0•.. . - -- /ENDINC3 '� Pte_:}.�.rr :+moi_. .. -�. .. ..�.; . .. . . ��. .� w..:.�. 3 NEW MICROWAVE- _ CP V.C.T. -- __---, : NEW UIr 2 i COUNTER _—_ I n3 ,_ -___-_�, . . . . . . ... . .. . ...... .. ... .. n I•-aANDRAIL .sz_ REMOVE CL051NG u I SEP R'"REA NEW SCALE 3 -tZ'' TION:WALL 3 ROAM 17 CLOSINCs a A2.2 ' EX151ii . . . . . . . . . . . ..... . . . . . . . . . . . . .. . . . . . . . . . . : 4+01 7 ---- A , 1?4 I l . .. . . . . . .. . . . . . 4®e ....:.... ....... WE Ts SIDE ABOvE Il c , Rc*1GVE SI0 LITE : : . . . . . . . . . . . :. . . .. .. .. . . : CEILING IQ� : NEW Q NEW 4 T t w EXIST CLOSINci - EXIST. f MEr� STAIR UJELL b ROc�M L_ ROOM 9 ar cv 4 ® NEW H RAI : J +lII 3 413 410g 0 I I-6'-0' X 4'-0' TEMP &A"I � SEE ? - GL45S WITH LOCK u ,�J I I 8 U EW 1 T ! . . . . . . . . . . . . ' . . . . . . . .. . .. . . . . . . . r © I I r' I 12' WIDE P-LAM V/ 1 12' MIN. 9 1 ,k- 0 I —; 4— I CO LATER- CENTER z EX15T. EXIBt. BEAM ApOVE 3 411 l C_ - `� RADIUS EN05 T 7P. Ex15T. 1 RA EXIST DR C ILING PHONE41' •ri• .. .... . � . . . 8• I,UOMEN fb'-2.>' ROOM :II NEW - - _ ( j PR - ---- -- ----"- :ii 3 LOgB�T" 3� �� V - � :i i /; • - I MOs 8' PLYWOOD -\ h�r4 � � -.- STEPS 1 Q _ Q PT -- NAND IL D (� \ 36 X 6''COOKSON-- -- 3 RECEPTION UJIN00�1J O FIRE DOOR D `n ; 4 ;i �W MODEL FD-2 p p � ..OP1 /FAX �, .;cAALE: '-4'= I'-C' l 1 !i MOUNT ABOVE CEILNG �h \ x,2.2 3 -- j E IST AREA NEW -It FLAN NOTE 5 ® Q I; ISI �I �I �pRO✓iGE ?' X 2' CERAMIC FLOOR TILE FIRE \` I OPRC'✓IDE 4' X 4' CERAMIC WAINSCOT TILE Z •,J 1; 105 T• EHOUR CORRIDOR i0� FRE DOOR COOKS N P>I I IN ALL TOILET AREAS UP TO HEIGHT OF TOILET PARTITIONS 42 W) i L 1 MODEL FD-2 1 1®3 - \� �3 PROVIDE NEW VIN1 L TREADS AND RISERS TEM _ �� MOUNT ABOVE EI C`✓E S } _— - - - .. ..�-- ---- OPRO`✓I FIRE SAFING IN5UL. AT ALL ' DE CP T. �T'. NEW FLOOR PENETRATIONS FOR EXISTING AND NEW PIPING CONDUITS AND DUCTWORK - DN 11�p EXIST 114 CONE' \� j MATCH P-LAM IN WOMENS ROOI"I TC EXIST . . . .. . . . ... ...I.I,. . ,............ . . A A. F, p. -EXIST, NEW ROOM" - P-LAM IN ADJACENT MENS 'RCCM O ,\ II HANDRAIL F t ?OI EXIST a.D-A EX!5T• A.D.A CON ' i I EXIST WiPt TEN MEN i�00M 3 _ STA I�rrUE L Ili 114 �� 3 LEGEND i 2�� EX15TING WALLS J INCREASE 4' _ 11 1 TO IB' CLR. DN SEPARaTfONEXISTING 2 FUTALRLESA 6� : . . . . . . . . . . . . . . . . . . .'. ..: . . . . . . . . . . .. I . . . . . . . .. f NEW VINYL _ WALRL$ TTG REMOVEaT � r� Q UP- Z j !! i - BEAM ABCVE O :'� r AA • -. WALL5 TC REMOVE C���l A mow. COs �� BE BEAM. A V E . w . _ _ •- lie 0. i'I -- - 12'-5 1/2' r (00NEW 2 NR AREA l,� 5'- - - - 10�I0' 1 2 SEPARATION WALLS REVIs�IONS . ., . . . . . . . . . . -- >f NEW WAILS 4 - 1' N111 NEW , i 1' TENANT WCRKSTATICN5 N.I.C. OPEN OFFICE OMEN OFFICE ' r I i - �' "'� �" FOCR BEARING LINE ABOVE F=_n t =��=fi.� , t 'i WALL TYPES, iii 1 ' :iii J- : L iii : iii II I i I I 1 )Ex'57ING STEEL STUD WALL W; �'I > L-1 r ER --- Ill. . . .. . .. . .... .. ...... . .. :.. , 1'.. . . .. i i "6' G1 P BD.-UPDTo UNDERSIDE DE OF , ER nl ul I III III t�: III III l , I STRUCTURE TO MEET 2 l-Jt�, RATING i DATE 6-IES-98 III 1µ11lONEW 31'2' .5% STUDS t 16' C.C. W/ (2) FILE A2-2 . . . . ... . . .. . . .. . `a' 1!I . . . , . . . t 'I L41 ERS V G1 P BD. EACH SIDE FULL . . .. . . . ... . . . . . . . � . . . UC URI= "' " � • � • � � � � • � "" uEIGNT TO UNDERSIDE OF STR T JOB 981a1ri`I - � ? NR. U.L. LISTED A55E1"IBL1 . C.C. W1 21ija 1 MAIN l/� DI.UN MB CNK Dv I I A I N FLOOR FLAN �:'sy P ED EA NT SIDE UDS �TO '•6' ABOVE SCALE: 's'=1'-Q1" �CEILING, SOUND BATT IN5ULATiCN. 25f O. (4)SIM, TO EXCEPT EXTEND TO EXISTING --------- ----__....`_ 150 �✓✓ CEILING g 51M TO 3 E.'<CEPT ExTEI. TO 2 • 2 UNDERS OF STRUCTURE BUPg8-0025 -_ 7150 5W Sandburg St IIp • e' GTP BD. OVER 151s' STUDS • 24' C.C. OE SPEET5 80117 j IF THIS DOCUMENT IS LESS 1�1�11(IIIIII'I III IIIIIIIII IIllllil�lllll III I { II111�11i Illlllillllll III�Illllllllllllllllllllllll � I IIIII � IIIIIIIII�1 1�11Y�111�1�T�T�T�:Tj�T�T�1 T�1 Illlillllll�l�i I�I �I� ; I�I 1 I LFGIBLF THAN THIS NOTATION', I lI -- - ------1 - �-- --I-- L_. ___L-_- ---61 _ _:. -- 1 -- -----g�--- I I -y-1— I ---I--- UL --1 IT IS DUE TO THF' QUALITY OF THE ORIGINAL DOCUMENT. - -- No.3e LIZ 9�7, IIZ, I O�T. 611 B�[ LJT i 9�l 19f T t'�i 1 £�T ZIi I i1X ' I 6 F111111T11111111111i IIII Iililllllll IIIIIII IIIIIIII IIIIIIIII {III III IIII IIIIII IIIIIIIIIIIIII IIIIII1I1 IIIIIII 1111 IIIIIIII IIII IIII IIII IIIl InIIII II►Ilulll ROOM FINISH SCHEDULE 7)OOR SCHEDULE _ NO 188. -� DOOR FRAME FIRE 14DW ADA WALLS ICLG G No. NAME _F-Lft BASE MAT. 1147. NOTES No. SIZE RATG TYPE DETAILS NOTES (1) LAYER GYP. 50, N E W MAT. FIN. MAT. FIN. PORTLAND. OR GO • EXIST. BUILT-UP (f ISI Ve&TlrAJLE 110-1 110.1 VD-1 P-1 C.T. 11110-1 axw. EXIST. 101 A WOM 110-A W)4. P-4 - WOCK EXIST. ROOF AND STRUCTURE I" CORRIDOR P-1 fool F-I 10-1 C-1 W.1 Stoop. EXIST. 105 3I1.vm>n..vox%v wom P-1 WK VD-4 - OCK RELOCATEL; I OF 105 P-1 P-1 P-1 P-1 C-I 00-1 *Jw- EXIST. FOIA 661-Os X 161-1100 0 Mn. P-A - 10-4 NEW-- (2 LAYERS I" U04MG.T. 111115-1 P-2 EXIST. 0 MTL. 10.3 wn P-4 1111oft 'WATC14 ID-LAML EXIST. K17 A Mn. P-1 WK 110-4 IVVM EXIST. *-LABEL EXIST. EXIST. WSA 101 MENS, C.T. ma-I P-2 a MT. . T. 310,0W1.10 -S WA fw-4 20M EXIST. EXIST,- 05 COR11000ft 10.1 10.1 110-1 110-1 C-1 00-1 $Use. EXIST. A UVOID P IN. WSA STAIR WELL fw-I 110-1 10-1 10-1 WOOD WA 100-4 2 _.- _k'­--REMOvE 4 REPLACE C-1 me-I Suw. EXIST. A P-3 ?CMM.EXIST, EXIST. 112 BREAK P-1 P-1 P-1 ID-1 v pool 1111111,1610. EXIST. P-3 WJ-% P-4 14W EXIST. B-LAAWL NEW 6U5P. CEILING A MTL. P-1 III VENDINS P-1 10-1 P-1 P-1 VaT. Im.1 stoop. EXIST. (ESA WJ"I. 110-4 14M EXIST. B-LAML EXIST. (2) LAYERS t/s < u M'(L, P-3 WA Fw-4 111M EXIST. D-LAME 114 WOMEN 10-2 110-2 P-21 FD-2 C.T. 1415.1 10-2 EXIST, A 116 MEN P-2 110-2 10-2 10-2 C.T. 00-1 p.2 EXIST. 3'-vmX1'-v*Xl%q A WWO P-.S WA P-4 2dIMK Exley. EXIST. F- ENTIRE SPAN OF ROOF FRAMING 10-001 124 JANITORS 00-2 P-2 110-2 P-2 EXIST EXIST.EXIST.EXIST. 113 3'-v#x1'-cvxftq A WOOD P-5 WA ID-4 2PIKEXI*)T. EXIST. 0 2W STAIR WELL 10-1 10-1 P-1 fool C-I Pool &Jw. EXIST. 114 S'-vmx1'-v9xP4" A WOOD P-5 wJ'- I" Xlltk EXIST. EXIST. A. u 201 COW. W400M R-I P-1 P-1 P-1 C-I Pool suep. IKX*T. 116 31-c"XII-09XIk 0 A P-3 wn 10-4 202 CONF. 110.1 P-1 110.1 P-1 C.1 Pool GUS", Exley. 124 3'-v@x1'-vvxftq A Fb-3 MM. 110-4 2411M OCK EXIST. 5 W. EXISTJNEW < w OPEN OFFICE Imb-I SUOP. EXIST. 29)VA 3'-V8X"l'-VNI%o A MTL. 10-1 W.M. P-4 01M AT B-LABEL MLOCATED REL JE W/ 5U5P. CEILING TEMF. GLS.OF41N OFFICE al 6". EXIST. 29NM 5'-*"'-VoXftm A WOOD P-1 WM 10-4 - EXIST. EXIST. 10-1 110.1 10-1 P-1 C.1 as NOTE: Ul 211 COW. C.1 Pool Stoop. EXIST. 200r, 3'-VW'-V'xl% A 110-A Rm. 110-4 2dMK EXIST. EXIST. BIDDER TO FEILD VERIFY 9 10-1 P-1 110-1 ID-1 204 A MTL. PD-1 W.M. P-4 14M LOCK B-LABEL EXIST, 301 OFFICE (D Rol ID-1 110-1 fool C-1 me-I Suap. EXIST. LAYER !%' GYP 15D. 0 ADD (1) LAYER < 302 OFFICE 110-1 110.1 p.1 Im.1 C.1 RDA stoop. EXIST. X o'-pe 0 Mn. 10-1 - P-4 bat NEW UNDERSIDE OF STRUCTURFE. S. •I GYP. 5D, TO ADD 2ND LAYER AS REQ'D EXTENT OF EXIST, 51ts*LE C-I 11110-1 Stoop. EXIST. 202 vwx1l'.09)(148, A WOOD P-S WA P-4 ATCI. RELOCATED EXIST. i1- R. WALL u ro 303 JOF" CPFICE P-1 10-1 TO MEET AREA 5EPAR4TION EXIST, 0 304 OFFICE P-1 P-1 P-1 P-1 C-1 pool Susp. EXIST. 20 A MTL. 10.3 W.M. 110-4 l4t4t -OCK 8-LABEL RELOCATED WALL REQUIREMENTS. I 31109 OFFICE Fool p-I r-I p-I C-1 R8.1 GU0P, EXIST. 2~ 0-9194 A MTL. 10-S N.M. P-4 1111oft AT0. 8-LAWL RELOCATED (j) (A EXIST. tro' CONC. 3" OFFICE 110-1 10-1 1014 10-1 C-1. Pool 61,1610. EXIST. 2040 A P-3 14". P-4 120MIN. EXIST EXIST. A WM. P-4 120MIN. EXIST EXIST. < wl COW. 10-1 P-1 10-1 FDA C-1 me.1 slap. EXIST, 21LA 401 0111FICE 10- Im.1 c-I 1110-1 WSP. EX 2118 A P_ WM 110-4 EXISTI EXIST. !!k_1( _ 30 IS U000 10.3 WM. 10.4 OCK RELOCATED 440 OPPICE 10.1 Fool 10-1 Fb-I C-1 RD-1 61.16P. EXIST. - 3m R-.5 NM. P-A RELOCATED 4d" CLOSM AM P-1 10-1 110-1 C-i R5.1 SUSP. EXIST. mn 34.4vgx16.v.x1%'4v A P-3 14Jkj P-4 2OMK OCK EXIST. Iwo CLOSINS AM. 10-1 110-1 P&I C-1 pool GLISP. EXIST. 3'-vw'-v@xft* a W000 P-S WA P-4 . OCK EXIST. 411 CLOSING PNWL P-1 10-1 pp-I P-1 C-1 00-1 ww. EXIST. 306 3'-0'X1'-Iv8xI%m A ,WOOD P-3 WM IID-4 - OCK RELOCATED 4M CLOOM RM. F0.1 10.1 fool 10-1 C-1 Pool &)SP. EXIST H &EFAF.--.4,J10N WALL 1'-v-A1'-dPvx048 s WOOD P-1 RK F0-4 - OCK RELOCATED 413 LOBBY P-1 P-1 Rol :%-I c"-I 1416.1 Stoop, EX16T. NO SCALE 3'-v"X1'-voxIA4' 5 REV WOOD P-1 wilt P-4 - OCK RELOCATED �b09 OPEN OFFICE C-1 me-I suw. EXIST. bO* C4DPY#AX p-I C.1 PM-I SIMP. JEXI67.1 49H • A WOOD P.3 RK P-4 - AT RELOCATED F-P-1 . M-1 fool i - - - ROOF STRUCTURE WA P-4 - RELOCATED SIM. CONDITION Y-VW'-V9XIA4 a A WOOID P-S AT ROOM FIN15H SCHEDULE 400 3'-VW'-V'X194v A WOOD P-3 W)ot 110-4 - oATCA. RELOCATED (1) LAYER Y GYP. 5D. z ex WALLS CLG CLCX 4" 31-0OXII-0 P40 A WOOD P-3 WA P-4 - EXIST EXIST. UP -UP No. NAME -r-LPt BASE MAT. 14T. NOTES 4d" 3'-vw'-v&xl%v W0920 P-3 WM. 10-4 - EXIST. EXIST. F EXIST, BUILT C4 N S E W 411 3�'-vw'-voxI%40 A W0= P-3, WM F`_4 ?9>j11'1 OCK-OCK ___RELOCATED ROOF NF STRUCTURE 0 IV FILE ROOM 10-1 P-1 P-1 10-1 EXIST EXIST EXIST4. UNP11*111olm CC 3'-d)vX"l'-VmXP4o A WOOC P-3 WM, 10-4 20MIN.-OCK RELOCATED 413 mop 11 CLOSING MI. P-1 P-1 P-1 P-1 C-1 1110.1 &afo. &,-*�___ - P-3 W.111. IID-4 AT -- RELOCATED VMA .7-ow-O% 1 -w AM m WOOD 0 7 - P WALL F0.1 P-1 P-1 P-I EXIST. IM-1 EXIST. Slims 31-cox"ll-coxfto A W000 FP.3 w'M. im-A 2emK.ATCI. POSLOCATED / / \ '' \ \ 13 OPEN OFFICE P-1- P_I P-1 10-1 C-1 1116-11 61,16P. 8*0 RELOCATED sdoc 3'_0ox1'-0oxI%*o A WOOC P-3 WM. 10-4 2VMiN..ATC;I- UJ 14 FACILITIES P-1 P-1 P-1 P-1 EXIST. Re-I EXIST.. 505D 3.'d)W-'V0XP/4- A WOOD P-3 W-M 4 20M ATC RELOCATED is STORAGE —— P-1 P-1- P-1 10-1 EXIST. Re-I busp. W-60 K.ATCI- RELOCATED UJ btftE j3'-V'X`1'-0'X15*2 A WOOID 10-3 W.M. F0-4 20M 16 IbTAIR:_ P-1 _P-1 P-1 FDA C-1 1110-1 Susp. x 6--c. • D MTL. 10.3 - P-4 Imm NEW 0 STATIC DISSIPATIVE V.C.T. ww ___ EXIST. I-PR ............... n SERVEIR Ftm. --- P-1 P-1 110-1 P-1 vz"T. 1116-1 EXIST.. 9"A 3, cox'"ll-coxft 0 A MTL. P-3 W.M. 10.4 IVWM AT CW B-LABEL RELOCATED (2) LAYERS %v GYP. BD- U) Is _OFF10EP-1 10-1 C-1 fw-1 Ouse. 0168 -gp.xl%a, A WOOD P-3 W.M. fD.4 %a EXIST EXIST. w 3: is TRAINING P-1 P-1 P-1 10.1 C-1 1110-11 susp. a D. (1) LAYER GYP. B fr 20 RECREATION RM, 110-1 P-1 P-1 FD-I C-1 RO-1 W15P. 21 WALL 10-1 110-1 P-1 FP_I C-1 Ima-I wap. 91169 DOOR SCHEDULE 22 m0po". 10-1 10-1 F0.1 P-1 vz.T. PS-1 EXIST.. STATIC DISSIPATIVE V.C.T. -d DOOR FRAME FIRE NOW NOTE: EX15T./NEW ADD (1) LAYER 23 WALL P-1 110-1 P-1 P-1 C-1 111115-1 61.10101 6161, RATG TYPE DETAILS NOTES BIDDER TO FEILD VERIFY SU5P. CEILING GY . BD. TO NO. SIZE TYPE MAT. FIN. MAT. [r_-E� EXTENT OF EXIST. SINGLE 24 STAIR P-1 19-1 1ID-1 P-1 C-1 me-I stoop, - IN --- --- __ I I EXIST. IP-WR. WALL ____ P_ / w 3#.dPox1'_v.xIA'4* A 10000 FP_5 W.M. fo-4 20MN..ATCI- RELOCATED LAYER 1% 4 GYP 5D. ID AND UNDERSIDE 25 ELEC. 10-1 P-1 EXIST. RS-I EXI&T.I. UNDERSIDE OF STRUCTURE. OF STRUCTURE 2/ A W00c p-3 WM. P-4 oATC 1- RELOCATED ADD 2ND LAYER AS REn'D 26 WOMEN C.T. P-2 P-2 Sv_I RIS-1 F0_I &'-*a ENTRY V267. CLO. V-0m TO MEET AREA SEPARATION - __ C. _1 3 P.4 v 21 MEN P .2 .2 10-2/ OV-1 111118-1 P-1 91-61 12A Y-Ow'-0'X04' A METAL P. EXIST EXIST. WALL REQUIREMENTS. EXIST. I-PR. WALL, .4 LOCK NEW 20 TRAINING 10-1 1 -1 P-1 C-1 Ouse, SI-00 015 *'_vox1'-0'x04@ D Mn. P.3� 13A S'-0'X1'-VoX1 A WOOID fe.3 14.m. P-A 26mKLATC44 RELOCATED cn STORAGE- 110-1 P-1 .1 IDA EXIST EXIST EXISTI *- I -_ EXIST, _ - P M fo-A . me A 111000 fo.3 w EXIST, Exley. w UNDERSIDE OFII II I'loc 36.v")n0.v&x1%6 A METAL fo-3 HM. P-4 EXIST, E_X.1ST. J EXIST. ±(o CONIC. STRUCTURE ABOVE 14 &-_v-Am_V-x04- 15 WOOI� la.3 W.M. 110-4 20M AT NEW FLOOR SLAB. (2WR.) j LATERAL BRACING TO - WALL TYPE O 1b o1gr)n#.1PvxI%q 20M AT ALIGN U)/ 1215 fli - /-- -a== C WOOD Im-3 W.14. fo-4 NEW w WALL TYPEO A WOOD p.3 WM. P-4 2@MK EX16T EXIST. T STRUCTURE WHERE RE_Q'D- 3'_vX1I'_v9xl1I** II II AREA SEPARATION n 000-cox-r-coxfte A WOOD p.3 MA 10-4 26MIR LOCK RELOCATED w WALL TYPE@ WALL BELOW 20 3'-Avx*1'-v"XP4m A 1900� p-31 kn 10-4 120MK LOCK RELOCATED 311-c"Xil-coxP46 A UOM lo..S WA t*-,s ?01'1 ATWELOCATED REVISIONS 2 'EA &EFARA TION WALL 20 I'-VOXI'-**Xl%o A WOM 10-3 I.U1. P-4 21VMK RELOCATED 2 -V. AT NO SCALE U ..> '" 1 v`X1'_v2X04- _6.c MTL. F0.3 WA, P-4 11,1WR B-LABEL NEW ILI! A NEW 22 31-voXil-a"A148 wom P-3 11ol.M. PO4 - OCK W FINISHED END PANEL W1 A .4 -AbIM"EXIST LAt3l;jL ILI EILING-5EE ROOM 2M 01-69X11-9)'XII/I WOOD P. -M&T. (f) 110 MATCHING FACE P-LAM FINISW 5CPEDULE 4'-*6X'I'-V'XP4, A WOOD fe.3 WM. 10.4 LATC1. NEW w 24 *q4V"X'I@-dP@XI%v A MTL. p.3 WM. 10.4 14M EXIST D-LAMM NEW 2bA A MTL. Im..S W.M. P-4 141ollit EXIST, D-LAJML NEW 258 Y-Owl-voXIA48 A UX= P-3 _WM. P-A 201K LOM RELOCATED w N u- 26 3'-voX1'-09xI%" A WOCK� P.3 w1j. P-4 20M AT 92- LOCATED X X DATE C-15-W V 21 31-0Xl'.C'XP/4' A W000 Foos RM. P-4 20MIN,_ATC RELOCATED 2" j,_drXdI1_VXP48 A fo.jS j4jj. P-4 RELOCATED FILE A2,3 14pi. p.4 4" BACK SPLASH (3) SIDES JOB 3- ',12' MTL, STUDS is 161 O.C. A �ATCII- RELOCATED F,, $.�' GYP. 15D. EA SIDE AT A DWN MB_T(��K Dv 99301m1- 21 A Fb-$ wrl., ID-4 RELOCATED SOUND IN5UL. TYP. W000 P-3 A RELOCATED OPEN Y aro 41 ry log --------BA5E EA. SIDE -,SEE OP) ROOM FIN15W SCHEDULE fROOI""l ELEVATION 1*1101icfRO. GOUNTE WALL ' Tr or I I r4 42.3 2'3 3/4' 1'-0' OF 5PEET5 BUP98-0025 7150 SW Sandburg St 9 Of 17 IF THIS DOCUMENT IS LESS 11111111111 Iii 1TIT111T Tj_TjTTTJ1jI�)j1 LEGIBLE THAN THIS NOTATION, 8 ]6' * _ _ 1III III III I I 1 1_1_1 IT IS DUE TO THE OUALITY OF N6.36 THE ORIGINAL DOCUMENT, 9 6 1 9 99 9z 1 8 illllll�llllllll�IIIIIIII�IIIIIIII�IIIIIIII�IIIILII�IIIII�IIIIIIIII9IIIIIIIIyIIIIIIISIIIIIIILIIIIIIItIII��II t I I 9 DILI WOO 77- T�T- EXIST. AA E ,TOO Cj NO 1881 I D�AV,�DjjV I ADA • C�Jl.71Tu , ORTI AND OREGON 25' 3' 26'-3' 3' 3' -_ - ---- -- - - ---- - — ---- - -- - - ----- - -- %� nn -- -_-_ ----- -- �` � } � Il'-®' 11'-m' 22'-I' 12'•b' ._�--____ 19' 9' `'' 11 I 1 __. ! Grp. 8 S � ' i U • O DITTON loo RATE I < UJI cry � I -� v B MAX 4'-0@ - W-08 (,) W j -- -- _ I I 6' MAx. # LATERAL BRACE AT 12' 0.C. j - 1 Ca 500t- EXIST. < o (D rlAN 040+ER6 OP AN 'NTEIR'RDIATE DUTY' e11M'EN61ON SYSTEM AT 4'-O' OC. SUPP+ORTID j SLAB ON 077 NO U WRE6 AT 4•-O'O.0 (OR NO. W WW26 AT S'-O'0,C.) MANGER ATTAC►+'tFW GRADE : CROSS R"*V*SSLI�P"OWTRD D MAIN �ft",oEla CO OTWER Chow ft"MR6 &4& L SUMVORt 1-156.rllMrWM.EXIST. a FNlVvif,E SraptUZER EfAR serulEN ALL rI[TIIDERa AT PERIMIETIR UJI CRAWL5104CE @ MAN6ER 0-TOTL" TO IbEGN UTMN 1 W-4E6 OF PERIMETER H E - - © LATERAL MmACN(6 SYSTEM TO 51.&GN WTMN 6 FEET OP PER1A"1ETER AND WTMN : NCMEb a ♦ 'Yr' y (>,p CROW RL"4ER h1T!'fMlCT10N (4).12 CML.ORES 6lCUREO TO MAN IV"4E1k ANG SPLAYED I - !D DEGREES FRipM EACH OTHER N PLAN AND AT AN ANGLE NOT EXC'EEDWo 4S OUBR>EFS MOC" CEILNG PLANE. PIRACE AT t2 FT.OCEACH WAY. V __ 1a VERTK:AL COIM'll6610N 610WT AT EACW LATERAL !!RACE LOCATKJI4 STvi1T TO DE VA WCW a e 6Q ND. TUlSW3 VTW GP P42 CLIP6 AT EAGN CND AS MAF4tAGTURED ISY RxLIN 0l0VkJC'f SYSTEMS OR SIMILAR CO►►ECTION DEVICES TO 8E OF APPROVED TYPE AND HAVE WV% CO•1PAYIDILir7. � � s -- - „- _ - _ _ 0 AT WAWSE116 MC>AE TWAN I 6 OUT Or PLUMB.PRDv1DE C OWTER6LOPI +LNVGiA1l6. v i O WHENIE 14AWWR WIlI1116 ARE NOT POOOOLE DUE TO OEI*TRLICTION*.PONOVIDE A TRAPEZE OR ,r1 EQIwPEZE ALENr VRVICE TRA &jWAj,S10N6 FOR SPAN6 EXCEEDNrs 46 *4 WE&et"ALL Be Q �1 A l'1*Iif'1411 OF EIACK-TQ-pAC.iC I-LA NC•M GfXD ROLLED G4A►o4lL6. ` - - - - V EAGI ANCI.IOR TO 6T1tdCTURE TO HAVE WO LD 1"11NAMJM WTMDRfAWAL, STRLEM5TW. i f L*W FIXTURE SUPPORT A. LgrW 'NTIRf'1EDIATe DUTY' SUSPD4*K)N SYSTV*, IJ GA.MANGERS SMALL EK ATTACI•IED To TwE GRID MEMMRS WTNN S W-4-49 OF EACH I I S COIR•ER dF @ACtJ FIXTURE- TANDEM FIXTURl.S MAY U*E GGMt10►J UNWO Lt —- (.IGMT FIXTURES d&rjp64WG LESS THAN 616 W00406 IMQJIRE TWO 17 GA *LACK WRC*FwDr, TMC FIXTLp4Lff I-L%*v Ci TO r►.1E STT<1CTUR F AOOVE C. L1G►IT FIXTUREe IN EXCESS CP 56 M004Db SMALL ISE SUPPOKTED DIRECTLY Fft:?M TWE OTOLACTUPW AM". LJI NEW I D. ALL LKKkWW4 IF XTUP196 6WALLL G1 POSITIVELY ATTAGNEO TO TIE N E ill Q O CCILHO SUSP[N61ON S�'STEM WIT�I TOME SAR Lrj"T CLIPS OR 61M11LAR DEv1GE6. - ! 1 J (� ANY NTIRIOR PARTITION WALL WWC.w EXTVN[>G TO T41E CEILII•G C'.140, THAT DOES ` NOT ALkW UJ1TW TIE 4-WAY DRACNb OF 'NE CEILM GRID,MJ*T NAVE 176 CIIN EXIST. ELECT. SERVICE LATERAL DR.4GWG,F!R NOTE 9� A45OVE. A' rt' OC MwrwM. TO REMAIN i 1 � - Ii T- I_I `A i i 1 I► r _----- REMOVE EXIST, SUSPENDED CEILING DETAILS NEW TELEPHONE SERVICE r---� Com. ?'!�IEN5 GYrt, eb EX151. EXIST NEW �y cq • d �� STAIR N 1•- NO CEILI Z, a a - 0 z - - GYP. OD 0 CEILING - EXIST. Wz' 15-LABEL EXIST. _-- NEW � a -b' - - - EIgMEOKE pE ECTOR CIR�4WLSPACE W ry� L Cp I N-5ACTIVATED HOLD-OP"- 6�A _ .-- r----____ > 110 " - r I$U I FOUNDATION WALLS C LI. ^ LTJ REMOVE MEL;W. UNITr� NEW, E Q AND REPAIR WINDOW - I _ I MDR Roots L ATI ?Z NO CEILING OJ I ( 1 + I , RELOCATE, SEE MECN. EW E TR INI } 5T,4 5 I �•: E 1 I N W G pgll�lC NEW I I I CEILING OP N O I1 � ell { � 8U P. C L ICs 1 B' 6' it REVISIONS 4 I RI IN E TE 07 f -- - - - _ EW LEGEND -- , __ I = 11 I I 4LL O I r—=- "_."' 1 EYISTING LVAA G ti I Ex15T'l G 2 PK AREA SEPARATION WALL5 ' IVO CEILIWI WALLS Tr•'� REh''0'y`E _— II ii REMO WALL � � NEW i NEW w4L;.S A23 r' _ FI C�C�M EXIST. RT c __. II INFILL LL WIT �L QCjED LE }� COVERED CARPO - - II NO CEILING 3 PARKING STJLLS i TENNoNt U10RK rATIOhS N.I.C. N W I' _ _ _-. _ -- N EXIST. (c>-C) ROLLING JETER UNITS �-- 1 1 P I L I T-I °N DOCK I NEW 2'X a' S*1'6P. > -- - ! �_ O I CEII IN.-, 5T STEM CAT_ 6 IES-98 i FILEY A3.1 +I I, � NO CEILING „Ipg 982't2+1 F_. 1_1 -- - - - - _ __ - - ❑ - __ __ --- (-,FILING SY ST BD. DUJN MB G►-IK Dv 72 w F.�A5E1'''iENT REFLECTED CE I L INC, PLAN A2 SALE: I/p 1' 0, OF SHEETS B U P 98-0025 �""""■ .,.��....�....�.....�r.s�...-� 7150 SW Sandburg St. o r' 10 Of 17 . . .. ,� ..*Oft � i r�1 I I I -I S I I i- V I I I I Ii I I l I I I I 1 1 T"1 T 1 T 1 1 i t 1'1 1 1 1 1 1 1 I I I 1 1 1 I 1 I I I I I 1 1 1 1 t i1I tj l i 1 Tt r tfit 1 t'I t i l l 1 1 I t l l l i l l l l l - IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, -- N�.Se IT IS DUE TO THE QUALITY OF l9 THE ORIGINAL DOCUMENT. s sz e411111111"1 >b I Gz 1rsG6 I tLetLt sat Qt 1 �1111f111s111111111L11U11111111111i{{ 1111�IIII69911 ) 1111 ililllll 1111111 H11111111111 III lillilll111111111111111111111I��1111IIII{11111111111 NO 1881 �RAVIn ' Dtr� A ,n 76'_9' ?4 -II' __. 26'-S' r F!'-S' I,'-D' I,'-m' ? '-I' '•6' IS'-8' J� ILANO. DfllCAN�� I5'•8 IR' 14.-3' I _13'-9 Iq' 1 1 ' ?'• _ !I� Q OF OR�V 1 II II 1 - - - - - - - - 1-1 # u I I TI L -�� uj 1 t F n I - - _ F- C II se } 1 - -- -- I 11 1F•') 1 � i N • 1 I RpTI L - _ _ W N J 4 1 1 II O I I II'-? IR' hJ•-6 (7?' O ' 1 - 11 _ _ _ _ __ 1 — y7+ I � Qu' , I ' I - - - y , EXIST GRID N I --I__. —_ __ — _ __ _ _ _ Y ✓S I Y EXIST. ,,, N BREAK ROOM u_ ;{; I I ;; I .I. v> 1 J ♦I - — — N q IQ I roil E G I I _ _ I I�I _ _ __ __ — _ EXIST. GRID 1 P E 6 1. ; EXIST.T - � ,.� - - - - - -- - P KIjG} IEM "eXis4. • c�.« .«!: u _ - I I . 1 NEW MICROWAVE ' .n . ..' - - -- _ - EXlat I -- COJNTER BS ...•' •: �' \ ` 4.,mX 2--NMOUR AREA OVEG ,r•)I LL p� . GRD -- o- \ ,T1 - - - SEPARATION WALL R OM Z SING ! g om 174 li r 4p p I A A hew r .EXISTr. .' +."• . ? EXIST- - � f GLOCJ' IN�3 '•' b. STAIR WELL,p. ,a�® — ® o _ d - - -- r ExlsT. -'�• '—' .'�I� ,. � . ...... �R�L;4 °Fill �vE, � Iv DROP C ILINZ51 t. .. ( - Y . - - - - .8 - ---- " -- - -- . . o - - Y T.: L7 S' l' ..SXX PL WOOD— raw 1 � . .. .. I : CONC. ® ® 11 •t. .. '. . '. , •i•,' �.>v. _ STEPS NEW, '. — - - WAND L ' Y, + eF X-:& G Y hIp �\ FIRE D Q ppoo DE AREA '1• . . 'MOI1NT AppvE rig IST. - W Q NEW V STIBUL In ° (A In FIRE8 PANES r EXIST., '. 0a X 9;.ZOOK90M .. X ANEL F:WouRc0q.kbow �..FIR> .Doan '. Y. � LEGEND TEMP. X _ ncELaDcEILiNG ve .� EXISTING WALLS p� Li •v 4 �' -- - -- ' --- - 7�1 EX15TING 2 W A Fb R A - - - __ _ _ __. ❑ ; _ _ _ —. _ ,• • - SEPARATION WALLS 2 WR AREA SEPARATION W 11 - _ Ii - T - -� -�� �• ;,. - WALLS TO REMOVE N Y¢,• . .. .__ _____. WALLS TO REMOVE ,; •EXIST. AD. EXtbt,•ADA .0 -�- Q II STAT •, UIOM N. MSN'• �,_ ;c SEPARATION WALLS 'INC REA 41 • �,• N �� NEW WALLS a 1 I yI. TO IS CLR r�• DN �S V ... TENANT • �"�'�'� � WORKSTATIONS N,; .C, ON N 1g . .G. : Lu yyI I ._. - . -- - _ . __ _- _ _ _ _ __ ._ _ ® r - - - - \ (II LAYER OF �i' Gt P. BD. n 1 - -'i I APPLIED TO UNDERSIDE OF ROOF REVISIONS -. _- -- - V T TO OBTAIN WR CEILING AS _ — _- __. _ . _ .- . __ -I i. ._ .._ _._. _ti I PERSU$C. 904.(1.4 2122 _ .. _ _ _ J-- - - I E n - 1 rz P. 1 LAYERS OF %' Gyp. _ APPLIED TO UNDERSIDE RCOF ? +� in f 'I TRI15SEg TO CSTAM WR. CEILING AS PER UBC, 50464 I II N 11 11 d;l II - li 11 4 I NEW I X SU$P. Tp CEILING SYSTEM A3.1 n n 1 n I DATE b-Ig-95 �_ --7-7 9L I - — - ---- FILE A3.2 -- - � -_--- — - (2) LAYERS OF %' Cal P BD. JOB 950101 MAIN FLOOR REFLECTED CEILING PLAN UNDERSIDE DWN MB �WKDV UNCER91DE OF ROOF TRUSSES SCALE: 41X'•1'-0' PER U.B.C. 504.bd 212.: 2g'-m' _ _Ism -0— - � � . 2 i BUP98 0025 150 5W Sandburg OF SWEETS 1Sl ` 110117 _ _ _ IF THIS DOCUMENT IS LESS IIr 111111 lllllll ,lll I III��T''�I'T��'I '¢��'� 1 111111111;11111 I;11111(VIII I I;III;I I;III I IIIIIII I;IIyI I IIIIIII VII11bb11 �� LEG IRLF THAN THIS NOTATION, 1���—_ —�_�i 6��i W'17�I 1 '1L� !/ IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUHENT, I�VIII IIII�IIII III IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII Illlulll IIII�IIII IIIIIIIII IIIIIIIII 0111 6 � f� / 7 EmTA _v ..ff.: �3LE �OI�T � ED �� IEDC� _ 51 - GENERAL NOTES, CONTENTS, PLAN DIAGRAM i \1LV . 52 - FOUNDATION/MAIN FLOOR PLAN ED 53 - ROOF FRAMING PLAN V/ 0 _..0 D- 1- 54 -CONCRETE DETAILS z r~ w 55 - FRAMING DETAIL5 w 1409UR 17 ED Acn F_ SW0 5o(3 0 - FR41"TING DETAILS X. � o F a ED � � o 0 �., W n'. 9 o � GENERAL 5TRUGTURA.L NOTE 0 CODE REQUIREMENTS: CCN�ORI'l TO TNF UN/FORM BU/LD1NG CCDE 1904REINFORCING STEEL: REINFORCING= STEEL SHALL CONFORM TO ASTM EDITION CS AMENDED B1'" 714E 5 r,4TE CF OREGON. .4615, INCLULUING 51 GRADE 60, FOR DEFORMED 34R5 4ND,4STM,4185 FOR 311007N U)ELOED WIRE FABRIC UWF. UNLESS O7'HERV5E NCrEO. TEMPORARY CONDITIONS: THE CONTR�:IGTOR SHALL BE RESPONSIBLE REINFORCING STEEL TO BE U1EL.JED SHALL CONFORM TO ASTr�4706. FOR STRUCTURAL 3T,45IL/T'rDURING CCNSTRUCTICN. THE STRUCTURE REINFORCING STEEL SHALL F3E SECUREL r' TIED IN PLACE L07T 4 SPCLIN ON THE DR4UUlNG5 NAS BEEN DE5!6iNED FOR 5T.;BILITY UN1�)ER THE 4NNE,,"-LF.D 1RCN DIRE BARS 51-"LL BE SUPPORTED ON (DELL-CURED FINAL CONFI6UR.4T/ON ONL 7: CONCRETE BLOCKS OR,4PPROVEO ME7,4L LAPALL REINFORCING 3..41R,5,4 7 SPLICES 3& DI,4ME7ER6, UIITH,4 MINIMUM L4P OF 18'; � SUGGESTED ERECTION SEQUENCE FOR STEEL MOMENT FRAMES: EXCEPT AS NC rEL) � !' SHORE EXISrrNG JOISTS. ,Z) REMOVE EXISTING BEARING STUDS,AND BOT i O, S CONCRETE ACCESSORIES: EXPANSION BOL T5 SHALL BE HIL rl KVK o ^1 PLATE REMOVE BCL T-11 REQ HEAD iU.'EDGE AN'CHCR OR APPROVED UIITH EQUIVALENT PROTRUDING NAILS FROr^EXISTING TCP PLATES, LE�IY/NG HILL TOP ' IGL30 4LLOU)48LE TENS/CN 4ND 514E,4R VALUES. o PLATES INTACT. 'x'11 3) POSITION THE UU'16 BE,4M5 IUHIGH ARE SUPPCRTEO BI' 751OXIC r, PERM,4NENTL Y EXPOSED EMBEDDED PLATES 4ND ANGLES 5144LL EIE ,T 4> SECURE 345E PLATES 4ND ANC140R BOL TS FCR COLUMNS 4L CNG ED AFTER F43RIGATION, UNLESS OTHERU,IISE (! c C NOT-DIPPED GAL V4N,� �i I i GRIDS D AND 3 .45 5HOWN ON I/s4 AND 2/54� NOTED. NO LO405 OR UXLDS 5H44LL BE PLACED ON EMBEDDED I ioa-- --- I 5J U)EL0 INTO PO51r1CN THE TUJO-PIECE COLUMN3.4 T GRIL )5 D-2,4ND PLATES OR ANGLES FORA MINIMUM OF DAPS AFTER CASTING. �'1 D-3,.:IND ONE-PIECE COLUMNS AT OTHER LOCATIONS ALONG G RIDS - - ) p 13 EPDXY ADHESIVE: FPCX?' .4DNE'SIYE SHALL GONFORlr1 TO 4ST1`1 C,5' C ,, 4ND SHALL BE 4 TWO-COMPONENT, LIQUID EPDXY UIlTH NON-546 roe BOL T NO DIEL D INTO POS.»ION REMAINING COLUMNS 4LON� c�,RlD�. N-SAG CONSISTENCY ANDA LONG PCT LIFE ANG 3HALL BE SUITABLE FOR -U ERECT REMAINING U)15 BE4M5 UUHICH ARE'C:+RR1ED B7' CTHER UIIB ON DRI OR DAMP SURFACES. MINIMUM SLANT SHEAR STRENGTH SHALL BEAMS. ' 6)COMPLETE ALL REP141NINO INFORMATION 3f-10UIN ON PLANS. BE 5000 1=5I4 ND MINIMUM TENSILE STRENGTH SHALL BE- COO PSI. 0 Ig-�--� - HOLES FOR GRCUTED RODS 4NU REBAR SHALL BE 1/4"LAR GER THAN c EXISTING CONDITIONS: 4LL EXISTING C.CNDI TIONS, Dlr1EN31ON5, CND THE BAR D1,4METER, INSTALLATION SHALL BE IN ,:QTR/CT,4CCORDA,Nl.-'F ELEV,4TON3 3i-IALL BE FIELD VERIFIED. THE CONTRACTCR 51-414LL NCT/FY LU,'TH THE M,4NUFAC7URFR'5 RECCM1-,EN0ATION3. 7HEARC47'ECT OF 4NY 31GN1F/C,4NT DI6C1REP4NCIE5 FROM CONDITIONS STRUCTURAL STEEL: 57RUC7UR4L STEEL SHALL 5E,467,MA36. TUBES SH0UIN ON THE DR4VN66 SHALL BE 45Tr14500 GRADE B (Fy = 46 K51' PIPES SHALL BE,45Tr1 ASCI ,A DESIGN CRITERIA: 37RUCTUR4L DESIGN 4NAL7'5/5 AND REVIEUU FCR T"SOR,as, MA53, GRADER. DES/CxN, FABR/CAT,ON AND ERECTION SHALL BE PROJECT U),46LIMITED TO ANYAND ALL MODIFIED STRUCTURAL ELEMENTS IN ACCORD4NCE UIITH THE 'A/50 5PEC/FI04TICN FOR rHE DESIGN AS UIF.LL 45 .4N r'UN1-10DIF/ED STRUCTURAL ELEMENTS SUBJECT TO AN FABRIC�.;T;ON ANC EREC i'ION OF STRUCTURAL STEEL FOR BUILDINGS." V 8 11 igg2 J4 INCR,E45E IN SUPPORTED TR/BUTARr AREA. DE51GN FOR T NESE ELEMENT3 BOL TS SHALL BEASTI'1 A307 UN'-E53 NOTED CTHERUUISE. UDELDING SHALL Li L0,45 0,1311-7O ON THE'STRENGTH AND DEFLECTION CRITERIA OF TNF 1994 CONFORM TO THE 4W& CODE5 FCR ARC ,4N'D GAS UIELL'ING IN BUILDING _ UNIFORM BUILDING CODE. IN.4r,)OITION TO THE DEAD L04D6, THE CCNSTRUCTICN. U)EL05 SN4LL BC MADE U51NG E7CXX ELECTRODES V � --� FOLLODUING LC4'DS 4ND 4LLOLD4E3L E U/ERE USED FOR DESIGN UJITr-�LIVE AND MALL BE 3'16"MIN/MUM U"JL ESS OTNERWOE NOTED. U)ELD/NG SHALL LOADS REDUCED PER UBC: BE 3Y AUUS CERTIFIED UDELDER3. PREOUALIFIED LUELDING PROCEDURES .r a ,ARE TO BE USED, UNLESS 4UU5 QUALIFICATION I5 SUBMITTED TO THE Cd ; ROOF 25 PSF L.L. + 5NOU1 DRIFTING ARCHITECT PRIOR TO F,45R/C,4T/ON. m r 4LLOULCS BLE CIL BE4R/NGR FE53URE 1500 PSF UAO 80 MPH- EXPOSURE. 8 SAWN LUMBER: 5AUIN LUMBER DESIGN IS B45ED ON THE NA7/ON4L 18-13 Z SEISMIC = C.30Ix1.0C =27FRw = 6 DE516N SPECIRCATION 1991 EDITION. SAUIN LUMBER SHALL CONFORM TO ' UUEST COAST LUMBER INSPECTION BUREAU OR UUESTERN U)000 r SUBMITTALS: SHOP DRAUJINGS SHALL BE SUBMITTED TO THE ARCHITECT PRODUCTS 455OC1,4 ION G R,4D1NG RULES. LUMBER 3H44LL BE THE PR/OR TC F,4BRiC,4 TION AND CONSTRUCTION RECsCROING ALL SPECIE5,4 ND GRAD NOTED BELCI.U. I9g2 STRUCTURAL ITE'M5, INCLUDING THE FOLLODUIN6i: USE c.x1R,4DE EMBEDDED STEEL ITEMS, 5TRUCTUIR,4L 3TEEL 6LUED-L,4,^11NATED I"IEMBER5 ANC CONCRETE I`1/X DESIGNS SIF REQUIRED 4S NCTEL) UNDER CONCRETE 2' TO 4' THICK: DOUGLAS FIR-LARCH NO. 2 a SEC rtoN� _' 6" THICK: DOUGLAS FIR-LARCH NO I IF THE$i-40P ORAUDIN63 DIFFER FROM CR ADD TO TNF_ OE5/6N OF THE ALL LUMBER IA: CONTACT UU1TH CONCRETE OR CMU SHALL BE PRESSURE Dk 67Rl1CrUR4L RCU^Cs5, THE r' 64,4LL BEAR THE EA E SL AD N5/G N4TUIRE OFA 1 STRUCTURAL ENGINEER REGISTERED IN THE STATE OF CREGON. 4N r TREATED UNLESS AN APPROVED B4Rr'IEk 1S PROVIDED. FRAMING p/, r,w U 5 CH4NGE5 TO THE STRUCTURAL OR4UJINGS SHA1_L BE SUBMITTED TO THE ACCESSORIES AND .STRUCTURAL FASTENERS SHALL BE 1`14NUFA 77;RED �"Y4 ANG ARCHITECT AND ARE SUBJEG T r0 REVIEUJAND 4CCEF'Tt�NCE OF THE F31' SIr1PSCN CCMPAN r- (OR 4F'PPROVED EC:U4L)�.ND OF THE 61ZE 4ND ENGINEER. T''F E 5H000N ON THE DR,4UI1NG5. HANGERS NOT 540UIN SHRILL BE 51M1=5CN HU OR SIZE RECOMMENDED FCR MEMBER. ALL FR4M/N6 N41L5 ► vL�+oNs INSPECTION: SPEC/AL INSPECTION BY AN APPROVED SPECIAL SHALL BE CCMMCN NAIL 5,4ND E�l44LL BE OF THS SIZE 4ND NUMBER PERMIT 5ET INSPECTOR 5i44LL BE PERFORMED FOR ,301L BEARING 5URF,4CE� INCIG'4TEL) ON TPE DR4UUIN65 NAILING NOT 514CU)N SHALL BE,4.,� CONCRETE4NO REINFORCING PLACEMENT STEEL FABRICAVON ANC` 1NDICATED CIJ UBC TABLE2r-Q. CUTTING AND NOTGi-11NCz OF JC�ISi.�,;^::� ERECTION EMBEDDED BOL T PLACEMENT EXP.4N5/0N,4NC40R STUDS SHALL CONFORrl TG UBC 2E17(cl�3 AND 251?lgJ2, 8, 4ND 9. PLACEMENT H/C=H-STREIGTH BOL TING, AND UDELOING. PLYWOOD. PL 7 UIIOCD P•4NEL3 SHALL CCNFCRr1 TO TA4 ALL UUELD5 SHALL BE 1/15U4LL I IN6PEC'"ED. .4LL COMPLETE PENETR4T10N REQUIREMENTS OF 'U.S. PRODUCr STANDARD P5 I FCR CONSTRUCTION UUELDS SI-I4LL BE TESTED 87 ULTR.450NIC OR CTHER _.;PPROVEp AND INDUSTRIAL PL 1_WOCC)' CR APA PRP-!OB PE'RFORM,INCE METHODS. 5T4ND,4RD..3. UNLESS NCTEO PANELS SHALL BE 4P4 RATED SHE,4TH/NGs EXPOSURE 1, OF THE THICKNE55,4Nr:^ 5P,4N RATING SHOUIN ON THE CONCRETE: (_'-.CNCRETE WORK SHALL GCNFORrI TC CHAPTER 26 OF THC DIRAUDING S. _. . .___ _ UNC,=URMBUILDING CGDE. CONCRETE 5rRENGTq SHALL BE 3,C CC PSI AT SHEAR U/ALL SHEATHINCx "SHALL SE BLOCKED UJITN 2X FRAMING 4T ALL L�4TE bili%9= J 25 Dal'S. CONCRETE 4BSOLUTE U)4TER-CEMENT R,►T/O 544LL BE C.58 FOR P,4NFL EDGES. NAILING NOT 614CU)N 5N.aLL BE,45 /NDIC4TED ON bBC NON-,41RENTRAINEO AND C.4& FOR AIR-ENTRAINED CONCRETE. NIGHER MEW4TERiCEMENT R,4 7105 THAN NOTED ABCVE MAYBE USED IF CONCRE+E T48LE 25-Q. ALL NAILS 3H.4LL BE COMMON NAILS. .^1!X DESIGNS, SU85T4N7'l4TED IN.4CCC71F'.DANCE UIITH 4G!31�-89 GI-a4PTEF' �, J�0 GLUE LAMINATED MEMBERS: BE4r1S 54ALL BE 0604LL Y 5R4DED ,ARE SCIBMITTED TO rHE 4F�CHITEGT. MINIMUM CEMENT' CONTENT PER GUBIG WE5TERN SPECIES INOUST,RI.4L (:fiRADE_ 24F- YS L:�-FIL)F. GLUED L,4I`1IN4 TEC CUN AW L * EP-1 YARD SHALL BE 47C L130" MEMBERS 5gALL BE F,4SR/C,4TEO IN CONFCRM4NCE UUIITH cJ S. PRODUCT ST,4NO,4RD PS 56, "STRUCTURAL GLUED LAMIN,4TEO TIMBER"ANC) AN,dlR-Er4TR,�I1N'l,'�.r,� ,4GEN'T CON'r`�JRM/NG rC AST,'`!C2&0 SHALL. BE USED IN e., CONCRETE MIXE'S FOR EXTERIOR HORIZONTAL SURF,aCE& FXPOsED TC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC X,17. EACH MEMSE"R WEATHER. THEAI"!CUNTOFENTrRA/NEOA/RSHALLLiE5ot /% F31' YOL.UME. SH4LL. BEARANAl77C OR AP4-EUJS /DFNTIF/CATION MARK 4ND 13E ,4CGOMP4NIE D F3'r'A CERTIFICATE OF i'.CNFOR''1ANCE. ONE C04"r OF 5L.EEVES OPENINGS, CONDUIT ,aNp CTl-4ER Er'1F3EDDED 17EM5 NOT SHOWN END SEALER 5H44LL 8E APPLIED INI-IELD14TEL7 AFTER TRIMMING IN EITHER BUP9g_ D25 ON rHE STRUCTURAL ORAUUINGS 5HALL BE.4PPRCYFD BY THE 51�P OR FIELD. 1150 12 gWSandburg St $TRUCrURAL ENGINEER SOP RE POURING p - WoGAF Te Uf _ w , ft iM,qty. "•+'.Yd+..wMrr.:.w..,. .....swM• -".• 1 {� ,L. �.11q:1.r ..H `, r,' X t ry4 '. bVl"Yei.Sl I• -- ".`v9. - �'P. d,!1��.4 IF THIS DOCUMENT IS LRS lIfI111 1'11111 IIIIIII III III II �lllll III III �IT1 T� llT IIIIIII I 111 lll�l�l III III IIIIIII I I III III�III III 111 lllll�lll 1 1�1 1 11111 1�1 III Illlll111i1 III IIIIIIIII I - . 1 I I I }G�I }Jj� I 1 1 I I 1 1 6 I I I I I Q I 1 I 1 l LFGIBLR THAN THIS NOTATION, _-1 -- _ _ 1 --- I -1 ------- ---_��I -- - - �01 ----- 11 1� S `- �_�_ � IT I. bGR TO THF. QUALITY OF fiu TNF ORIGINP.L, DOC[JMf'NT, -_ - __._ Nage ����--^ �OE 6lZ 1I8�Z G17, 91Z I Q�Z l bjZ F�Z I dG i�Z I Oj7 Jill-!!113111 I �1I 1 19�l t I Ei I Zi i11 I t ! 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AT Sa I ki + � EXIST. 3"CONC.` -- GRID 3 � U.N O. �, TOPPING OVER - ---- ----- I o , �— 3/4"PLYWOOD J +G 1 I OVER 2X12 0 16"D.G. « I I ! OVER GL 51/8x13 I/2 rriODIFIED - `� IL O`✓ R SPREAD FOOTINGS EXISTING 2X6 -- -- --�- N Ufu --—— EXISTING 2X4 WALL W/OPENINGS. — SHEAR WALL. d REVOVE EXISTING GYPSUM BOARD REF 3/54 (U 3 BOTH SIDES:INFILL EXISTING OPENINGS FOR INFO. ' NOTES ['UJ / 1 / WITH 2X4 0 124'O.C.MINIMUM. COVER p ..XIST.GL 51 8 X 31 2 cJ4 �- I f BOTH 51DES OF WALL WITH 15/37 ....... ........ ........ ........ ........ I i I PLYWOOD NAILED WITH i0cl 0 12" O.G. •� " EXISTING UNMODIFIED STRUCTURE. nv 1 AT INTERMEDIATE FRAMING. BLOCK ALL EDGES. }--+ EXISTING MODIFIED OR NEW STRUCTURE. EXISTING UNMODIFIED 2X(o BEARING AND/OR SHEAR WALL r— T1 EXISTING MODIFIED OR NEW BEARING EX16 .CAST IN I , I ,,c� �j v� AND/OR SHEAR WALL- PLACE ALL PLACE GONG. \QA\ ,JOISTS. FBAS 3-lENT BELOW. , �+ p 8 � , W a w u a Q�0 �� m 9 I i � . W 3 T I n C r � p � w / Q ' Cy4Ho i AMvc� . ._ _ _.. .....__ _ . ... _..... _. _�.__ - _- _. _ PERMIT 5ET to �o i EXIST.PRECAST ' GONG FLANK. ' s _.._ 4 +6 BASEMENT BELOW. C'' J i DATE F� t MA i 1 ..� A A5 _ ...: �... .:: `..SL �J..�.... i CI.UI`�F AW C ETAS N t-OUNDATION MAIN FLOOR FRAMING FLAN OF SI•�ETS BUP98-0025 \ ✓ 7150 SW Sandburg St. I 13 Of 17 1F THIS DOCUMFNT 1S LESS ITi�ll1 lllllll -11.11111 VIII I Illllit IIII I III III 1111111 lllllll lllli I II1)I�l lllllll III III III I I Illilll IIIIIII lllllll l�l�l l�l�l�lll'lll ll1 IIIIIIIIIIIIIII lllllll VIII I LEGIBLE; TIWI THIS NOTATION I � I II � � 81 11' IS DUF, TO THF QUALITY OF THF, ORIGIDIAL DOCUMENT, — --- - -- - - ---- -..__ -_tz£ 8��Z 81Z L1Z 8(7 9 z v z >G1G 117 O1Z 6 SIT Lrl 9 i 6i Elii IT Di �1 � I Fjjjj"�:11]III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIII IIII�IIIIIIIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIII�IIII IIII IIIIIIIIIIIIII III 011PT 32'-3" 1-t-v ..................................................................... ................... ................................... ........................................ ...................... ST I 24'0 61MI-60N C-51(oX 17-C7 W1 10d 4'O.C,ON EXtT6T C.ABOVE WALL- TOr-PLA TE5. CENTER 5TRAP JN JOINT Wi-_ CONSTRUCTION r I BET' EN n'13 AND 19771BUILDING CONS TRJJCTION PH %5E. SEE 1/51 FOR ,4PPRO/�IMATE LOCATION cri Cri <A W) elm. UO ,__ ROC+ SLOPES TO EXIST ROOF DRAIN. CONTR4G, OR TO VERIF't ALL ROOF I I x MOMENT FRAME ELEV4TION5 0 U)is X 35 LulaX35 GL 51/8 X 15 GL 51/8 X 191/2 GL 51/8 X 12 EX15T.GL 51/8 X 21 111111 1 0 EXIST ROOF AtN wj Ic I II (p 10 .......... x 54 to SIM. TYP. y Au ExIBT. -- U 'X'ST' 15 24'O.C.ABOVE 0 13 TYP. C-n 0 12 all x TYr- MOMENT FRAME 1,15>1 35 17-6' uj 18 X 3E� w 18'K 3.5 U)16 X 3E� EXIST.GL 5 1/0 X 131/2 EXIST.GIL E)1/8 X, 1(b 1/2 EX15T.GL 5 1/8 X I$I/ M!m:S9. ........ IU,J t .— _. •�...j3. "1�eE,:.O"/k47MIC / � .............................. ...................... .......... eP1 L j, _3 0) ­N V5 Y A2 \ ... F «� "a a '0 ILA( I � II u ' E � � / 6 � -5 4 Xl-'T 24- T-1 mNOTES: PL 24-O.C.ABOVE EXISTING UNI-IODIFIEDSTRUCTURE. HIGH ROOF ABOVE EXISTING MODIFIED OR NEW STRUCTURE EXIST.GL 3/4 X 2"ABOVE EXISTING UNMODIFIED SIM.V EXIST.GL (o 3/4 X 21 A50VE EXI57,GL & 3/4 X BOVE 2X6 BEARING AND/ OR&4EAR LUALL EXISTIr ia mcciFIED ONEW BEARING AND/OR-044EAR LUALL.R x EXIST. 19, 4124 T* O-C-45OVE / \ ZP (0 ')N HIGH ROOF ABOVE EXIST.PARTITION-` &W x lbX(o DRAG STRUT A EXIST.r-zL 511/8 X 221/2 TYP. x 16"T-A 24'0.C:.ABOVE ­1 O�i SMP50N 0518 FROM GLULAM TO TOP PLATES 13 REF.Al FOR S ADDITIONAL INFO. I i Vx(p x EXIST.GL 51/8 X 221/2 EXIST.GL 5 118 X 22 1/2 1z,31-111 za. J& PERMIT BET TYP. 4 x 54M. EXI24'O.C.ABOVE x ....... DATE e. FILE X::B AMAA5 Lt _"�ROOF FRAMING FLAN BUP98-0025 0F _844EFFT5 7150 SW Sandburg St 14 Of 17 ill I III I Jill I III 1 1111111 111 111jill ill 11111111111 11iIIIII1 IIIIIIIIIIIIIIIIIIIJIL11 IF THIS DOCUMENT IS LFSS 1 upi 0 LF.GTBLF THAN TUTS, NOTATION, IT IS DUF TO THP, QUALITY OF No 36 —rx-- I��QUs7� ! �j ` Q THF ORIGINAL DOCUMENT. 19jT v_�U 3 7, 11 1,IL 917, 9 z 71 r,F, 11,2: 012; 171 I irT I (�i I 16 I 1g I �L T9 I 19 ( �'d I >F I ]t�11N III Jill 11 FTTT EA. LbX3 ~ u LSX3 3/16 T N W A_A EXIST. 3'CONC. TOF19NG -� � - EXIST.&04 O Z OVER a,4'PLl'WOOD O EXIST.2X12 — _ \ �'1 '1' 1 �+ Q i I •I�..: EXIST.b'CONC.WALL T5 PER PLAN EIASE R 3/4 X 15 X r-3'*TS IOXIO —-- • I - O ~ (BASE 1E 3/4 XS X O-V s TS 4X41 .� 4' _< W/W 3/4'0 A36 THREADED RODS �.. NOTE: 5OL 5EARING SURFACES TO AND LEVELLING NUTS IN - V BE INSPECTED PRIOR TO PLACING REINF. EPDXY FILLED POLES. __.. O 0 2 EXIST.4X10 - L SEE GENE,2.4L NOTES. NOTE(3) FOOI ��OD NOT SHOWN N 3 CRIPPLE STUD EXi.5T. 5..^..G. - IV P. �� EXIST S.C.G. ..... ! cn :n Y KRJC►STUD ( � _. ILJI•i IT 1 L5X3X5/BXfLENGTH PER PLAN) - - ` • • ° l f ° W/WEDGE WASHERS s 356'O.C. SPLICE PER A-A. EXIST.FOOTING 0 CC 43 W DTII PER PLAN ....._ NOTE CONTRACTOR TO NOTIFY STRUCTURAL ENGINEER IF 0 i DIMENSION N18 LESS THAN IS AND(V 19 LESS THAN 4. G3)IF MORE in DEPTH OF EXIST.FOOTING EXIST.FOOTING. 3/8'0 X V LAG THAN r-O'OF SOIL IS REMOVED,COVER L5X3 W/GROUT! 'lIl — DEPTH OF NEW FOOTING. CONTRACTOR TO VERIFY NAILING PER 354 IL. cc SCREW s 18'O.G. REPLACE ALL MOVED SO MUST BE EQUAL TO OR DEEPER ° <DEPTH g THAN EXIST.FOOTING t5)►5 E.A.WAY 8d•12'O G. 8d•4'O.G. - FOOTING ,9 TS 10X10 4 SHEAR WALL DETAIL 6 EXIST. FOOTING 'S GRID E co c, C � u � 3 --- —'--�- 3/4'0 THREADED STUD s 24'O.C. L.1 T5 PER PLAN - FULL HEIGHT OF 4X4 ^J u � � 9 ALIGNMENT TA55 THIS JOINT OCCURS v FOR ERECTION I ONLY AT P05T D-2 AND D-3 �- E' IST 2 .F.1 AS REQ'D. FORE I I - EXISTING STUDS 3/16 • FI • TMP. 5/16 T FIE E EtTUDS W/EDGE NAILING. r I- rr ' CD5/S"/A36 THREADED RODS _ • I� -,_ L V O.G.IN EPDXY FILLED HOLE I N / R 3/4 X 10 X C-IC EXIST.T84X4 2X6 X CONT. KING SND � 8A'1P50NIHTTI6 W/5/8'OX 17 � l.U/5d• 2'O.G. STAGGERED LAG SCREW INTO EXIST,4X10 3• J �/ ' s PLYWOOD 3/16 EY,ISi.3.0 G. —. IST,3'GONG.TOPPMG 2X6 BLOCKING \� F C � I A - • 0 - EXIST.5.O.G. (3/2X6 \ \ 4 _... _ _ Fid-'If�P15 I I f HERMIT SET �i TI I _- W! lOd s 4'O.C. EXIST.CONIC.JOISTS s GRID D, " I* !312x6 HEADER I , INDICATES EXISTING PLYWOOD W/NEW NAILING. WOOD JOISTS s GRID 3 / - VERIFY EXIST.NAILING AT ALL PANEL EDGES•8d EXIST 4X'IC s W O.G.AND PROVIDE ADDITIONAL 8d s 12'OZ, NOTE:PLYWOOD NOT SHOWN EXIST.$CONIC.BABE"LENT WALL --• AT ALL EXISTING PANEL EDGES, FOR CLARITY - iitl a GRID D,CONIC,FOUNDATION DATE 6,IB/58 WALL•GRID A FLE TS BASE CONNECTION -9 GRID D 4 3 OPENING IN EXIST. SHEAR LALL 5 5H=AR LALL CONN. GRID E •� U \\L4) I�, . r-a S4 • I'-C' S4 I' s P-a, o u� �s 54 OF BHEEfB BUPB&0025 7150 SW Santlburg 51. 15Of17 \ - d Al4 ' IF THIS DOGUMFNT IF LRSS Ilf II I I 1 I I I III�i1 Ii�I I II III I lT .� t �( 1 T �� T,T 1 �1T�TT'1TT�'T ' {TT�1► III q TIT 'T LEGIBLE THAN THIS NOTATION, I F 171 � JI I I '!I ' OI � � I �� J =�_' 91 �� IT IS OUR TO THE QUALITY OF Nam THF. ORIGINAL DOCUMENT, �IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIIII III IIII�IIII Illl�uu uu�uu iul�llli BIT ct ul�un iulluu iul�ull uu�lm uu�lm nl�un 9 ll�nn 11l�Iiu uuluu nn�nu o1�nn ini�ull24X -EXIST ROOF SHEAT"ING. EXIST.RO(7NFa.{EATHING, 2 J0115T6,E JOIST BL.OGKING -- JOISTS,4 )015T N-C'CKING f 1 - EXIST.GLULAM r"Ef.IeT ROOF e*4EATI •,iNG - EXIST.GLULAM SADDLE f I 1 JOISTS 4 J06T BLOCKING I ) I Efl3T.TOP PL.Al E-6 IlkEEX. T.CULULAh" 151t ` .T I 1- - I � ---- 51MPSON i✓S'rG EXIST DOUBLE -__.____ _-_ --_-- -- __ h T 'C F 5 L2X TRIPLE YGP PLATE '2X -- •' lijl o ./4 x I'-8" EA. WE GENTI=REp _ WF ON SPLICE 1" TYP EA 1/4 TYP1/4 r - - — IE PER A-A REF. 6/55 �/CI�T PCS POST U $ 0 PvyT GAS j x/16 FOR WELDS TO W18 4 TS IC`Y!O � I sT00 N.S.4 F.S.IFF Fe 1/2 -- -1/1( TYP _ b,. -- _ \ ALT. EDGEF•CF P_ I I I —I�/4. l COr 1PLETE FABRICATORS OPTION I I W1 8 �' U G�UL-Ar-1 1/4 V ---- -- -- \PENETRATION I I I S� 0T PER PLAN ! tl PICAL I I `� I ' IR 3/4 X - - I I r�1 - — —-- - — U a '�.. 4 / PADIUS INSIDE CORNERS) ► j �'-- 2"MIN.BEARING e 1/2 X .- 4---/// _- GRIrvD I I ,` - -I T 5MOO fH FTIN 00 EA. SIDE I» b• 1" I i i 21/2"RET. < 2-1/2"RET. - !�? X 6 TtB >- 1/4 1/4 TtB Q c - - - -- ----_. ---- - ------ ---a 2X6 "2 6r _ Ie 1/2 X - I _ 3116 14 ­1\ --- _ _ '�> w EA.SIDE OF T.S. 3/1- 6 '14 \TYP. :J WELDS PER 6/55 _,� TYP-EA. _ Glulam Conn. to P(.o:>st �--• �� - PLATES t WELDS PER CENTEREDON3�II� 1/4�5� WAY � < g - - CAP IQ 3/8 45'0' I 6/65 3)51DE5 OF 75 IOXIO U.N.O. ^-� � 114 _ 11-011 - I ►� p T5 PER PLAN g_- __--- - T5 IOXIO PER PLAN -- IE 3/8X81, O'-9" W/ly rL -'� ERECTION BOLTS O -le 3/16"W/ T�pical TS to WF Conn T5 to LUF Connection '� -2 1�JI a S lice �' (4)3/4'0 BOLTS ow STRAP SPLICES IN TOP PLATES ---- / WRH Sp`1F'SON GS I6. STRAPS C12X2O.�X 5'-9"ATTACHED - \ REQUIRED AS NOTED ON THE PLANS TO(C EXISTING JOISTS. iL4 AND,IN ADDITION,AT ALL SPLICES,AS FOLLOWS AT EACH JOIST,BOLT 012 = TYP. TO FLANGE Wi 31/2"0 BOLTS. i- E1,57. RC:OF SI••+EATI-+iT•iG 3/16 GRID 2,D.5-F i�) T:, 4 J015 BLOCKING M csl GRID 3,D,5-E --- - -- - GRI>✓ D,3-4.5 ` E1,A5T.ROOF 3H>rATHINC•s, _...._......_. ....._........_.....__...._ ._...........•.. 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I I 6/55(4Y SIDES OF T5 IOXIO U.N.O. � 1 /4` 11/41, t Q _ �___--- TS IOXIO PER PLAN � s ZIA --- >s TS to WIF Connection 6 D-2, D-3 UJF to Exist. Glulam - - - EXIST.WALL „ •w I 51NGLE SOLID SHIM � I NEW OR EXIST.GLULAM PER PLAN F;CI3T.ROOF SHEAt:�ING- EC:;5T ROOF SI,E,aTr <IN _OI:�76.4 JOIST BLOCKING 16d EA. SIDE - I EXIST.J0�75+! JDlaT3,4 JOIST BLOCKING \ �.�» �p p DO Ca%D WALL 0 51M, ....... .. ............ .... ... . ....... ...... __... ._................ fE 5/8 I A \\�\ \ 21,6 Uj4L-L +v GRID 3 4 C> 37 G'►''l i • -. 'I- - - - - ; - - _ - - (01"+IT *C RID 2) - _ i/�< (6 X 6 � ... 14-A. I I I I C'-Il" 015 5 TN15 51DE PO5T PER PLAN CTS SHOWW \ \� I I EXIST.'"C F I... -'E::� GRIG 3 4 4 EXIST.bLOGKING 4 �'ost Gap 's Glulam _ . _ __. _ �. sJ _ . _.-_.._.__._.W..._._w.__..._.- _.._.. ._..._ __ ._.._. _ ...._. I/4 I MOIST J F =V13iOn15 [� __- 05''3 EXIST.ROOF 5HEA141NG, —1/4 f>? 3/16 EA. SIDE W/(?) I =ERMIT 5E' -1015"5,4 JOIST BLOCK ING 3/ 4' 11/•*"�3/4" DIA.t5OLTS. j I I I t l -�� ••r / I I I I I I _........................................ __„...„...__,...._ .... PLATES 4 WELDS PER ,+i .,........ ...........__.......__.._.,...._. _... r 6/65 U.N.O. -----�" �- -- /T -F,. ._....__...._....._..__...___._.._..__.._...__.._.�_-._.. ......._..._......_......_._...._.._._......_.......__........___._. �. I E1,laT. TG`F=F -.4,EA GLULAM 6 PER FLAN 3/8"0 X 4"LAG SCREW ,-, _ i I. 6 STAG:--FRED •SPACNG --Gl_ULA 1 P 2 1, J LAS. SLOPE t0 MATCH EXIST. ROOF. i:.:X15T.G!XIEi E CF2 I I 1 I PER PLAN - —IQ 5/8 CONTRACTOR TO VERIFY AS FOLLOWS:+ + -� p,pT� 6 18/98 gnome TR 7"L_E TOP PLATE , , I A WELDS PER 6165 / ROOF HEIG4t DIMENSIONJg. I I 1 \ -STRAPPER PLAN s SIM. NOTE:OMIT GLULAM HANGER � SIM + I- ______l_L_.____�__.J1__ PLATES t WELDS PER -_-_-� I 7 WF AMAA5 16v+� lh' J G GLULAM PER PLAN 'r M 1/ -4 6/55 U.N.C. I - PLATE PER 6/55 GRID 2 5fi24"O.C. Ut1Jl� dW • �5 EA.SIr)E 51 P3ON EGG 5 4 GRID 3 &- 24"OC, TOE-NAILED POST PER PLAN 3/161 d GRID D 5.18"O.G. _�•- 3/16 14 �--- - TS PER PLAN , Glulam to Exist.- Top -'late Calularr Conn. t10 o �'ost �'� to UJB C�:onnection Plates III M T-1011 BUP98-0025 .r, '1150 SW Sandburg 5t 16 Of 17 �\ i 1F THIS DOCUMENT UMFNT-1S LESS ^1 =� �rTIrIIIIIIII IIIIIII IIIA I Jill II1II I 1II 1 � I 1ITIIJ-T '111111 11111 I 1I111li;� - i1II 11I 1II 111II III � I III IIIIIII IIlITl1 1 111 T1T111�Jr1111 ��T 1111111 1111111 IIIIIII IIIA ! __._ LEGIBLE THAN THIS NOTATION, I 1 I I 4 I I 6 I IT IS DUE TO 'ru QUALITY OF No.J8 ®" •w""" Q THE ORIGINAL DOCUMENT. - - - - - - �- J t11:1 Lti aZ �9Z 6Z £L Z i7, 07. 81[ 6 �L18 4 E ?► t,.nII III �1 � 11 IIIIIIIIlli�iIIIilllllllll 11 0 PER PLAN F- PER PLAN Lw) r J c2)2X6 BL�GKING +o STRAP - .. ..... : -�.. -_ 4X X CONT SIMPSON MSTI'12 EA 51DE OF 4X6 , Q ....................... 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