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16655 167245 SW 72ND AVENUE BLDGS 167-168 CL [ - _J W 01 Ln 00 KEYNOTES < p a ILD , 1. CONCRETE SIDEWALK, SLOPE ASPHALT TYPICAL - SEE DETAIL 1/SD2 0 LTX co 1 2. DISABLED PARKING SYMBOL - SEE DETAIL E/SD2 O m m - - - - - - _ 3. DISABLED PARKING SIGN - SEE DETAIL. 7/SD2 U) o M 4. 6" EXTRUDED CONCRETE CURB, TAPER TO WALK 1 YPICAL W O o 1-1 T�T 5. 4" WHITE PAIN STRIPES TYPICAL I i I 6. METAL STAIR AND LANDING - SEE DETAIL 3/A6 cr rn x� x 6" DOWNSPOUT c pe)0 Q � oI 9 7. 6" - +- pLi I 8. BIKE PARKING - SEE DETAIL. 4�SD2 O • m � • 9. YL (YARD LIGHT) 10. '7ISABI_ED VAN ACCESS -shoo °ice a o - I 11. CONCRETE PAD FOR ELECTRICAL TRANSFORMER c v CD VERIFY WITH UTILITY .� 2 I 12. NEW SIDEWALK PER CITY OF TIGARD STANDARDS W Q_ o O cV 6 13. 5'-0" x 5'--0" CONCRETE PAD OO W e-- o - --- Z O o 15 d o W 3 In - 8 -- O N (D C V t � O Qoa- -CrL- -4 25.0' a YL I - t 12 I -- SD2 I YLI T YP. Y,Nr Q _ - ---� � 2• RA1 1 W Q - -- -90.5 - sot PTMt co O -- - ✓ 5-14-92 ----- _ 56.0' 15.Q' I ( _ .. �-n-•e SS ® 3/16:1.0' C[4/_ t Mt4 6 1.0' 4 r 5 3 L TYP. r-r-•e I � a 11 0 O o) I N YL LLJLuh ( - - 02 ,-t-- Y /"1YL - ..10.0' , � 86,0'__- Z 0 r--'O V/ T-YP. 4" SS ® 10 (� -, TYP. 3/16:1.0' Q � I B I DING #167 BUILDING 168 1, � _ 24.0' 1 56.0' i -10.0 `J I 16.0 I m Q YL I I 4 _ - YL r� _ _ 1 1 0' ® 2 SDI 1 -- - I 2 • 4 5. -- W -� N 8-14-92 - > D _ •= YL �,. n- I 10fA 4 1 10 (o 3/16:1 0% ' _-_ Z YL SD2 1 I VJ • 4" SS0 YL f 3/16:1.0' 10 -- 1 5 -- YL IT 9 2- -C O0 1 3 ' 8UP9Z - 0/29 � v01,IYI 92--006.5 Z � co z gc4pv2 o/ <1� SD2 ---- 9 I CL YL 4 4 3 -- - - SITE CRITERIA W 12 I P - - - „ YL ;;�, 2 BLDG. ZONE 3(C) ---- YLI _ SITE AREA 241 , 383 S.F. o ti 8 0 3 4" ss -__ BLDG. AREA d3UPV�.-O/�.q �p Q p,• I 3/16:1.0' \ „ " 5L --- I BLDG. #16 7 2 9, 3 9 0 S.F. 8(tp 7�.--�13;C_ \ \\ ry o 8 BLDG. #168 44, 765 S.F. 1c�gs p I ,2 15 1 TOTAL= 74, 155 S.F. /6 7 o YL �_. PROPOSED USE: (SPECULATIVE) B-2 '3 5 - CONSTRUCTION TYPE IV SPRINKLERED NYL �. , Mai co YL - PARKING \ \ X 16 59. - -----(,4) 1 : 1000!REQUIRED 70 YL - PROVIDED /1000 204 4 BIKE PARKING 1 : 15 (18 REQ.) 20 L- LANDSCAPING DATE: 2 REQUIRED 20% DRAWN B DRAWN BY: PROVIDED 20 CAW/BK 7 / 48, 555 S.F. I CHECKED BY: DRW I REVISIONS: \` ` I 1. 4-28-92 GEN. REV. 2 AREA OF WOR' - /''� SITE PLAN _ ToPnTLAND1"=30.0' PACIFIC -eiA-/re _ 5 _ e -_ OREGON CORPORATE- \?\ BUSINESS CENTER PARK I rD t� MACKENPE'SAITO U A'�SOCIATES,o C, I OREGON C 1992, All RIGHTS RESEWD BUSINESS\� e f11� PARK I 1I THESE DRAWINGS ARE THE PROPERTv:'F I • + _fa,�i IC A' MACKENLIE/SA1TO h ASSLN;IAT£5.PC ASS I w_�_ -� Dt�' A�AND ARE NOT i0 BE USED OR RE RO- li I DIICEU IN ANr MWNEN, EfCEPT WITH n# PRIOR WRMEN Pt:MISSICN Or M/SA SHEET I � -- I PAr•TRUST BUSINESS OREG-- a+ CENTER w r.M rAr� FARK�IS 1 r, * �oT41f0 SD1 cv 01- (IN w wr....w pmvv - v JOR NO, 292039 16655 DW 72ND AVENUE AS SUBMITTED FOR BLDG. PERMIT 4-16-92 7249 Sid DI.IRHAM ROAD 1 OF 16 ew.lai!e!.�M1.►`+Irr r..,,w..aw....,...,.,,,,.. .. n,,...w. .«,...-.w+ *'�"'!SMI�1Lrf...•.+w"'MT�'^..�'.T •:".K�..'+!"'Il. +r�:IMIC'YRlern,w. r!w 'i ... .. � .r,i t 1 i I . ..M.rne .. r r T I F THIS DOCUMENT ).S LESS `TTI I I l l l I I I 1 1 1 1 1 1 1 I I i 1 1 1 ITT I f i l l l l l l I I I A I T ) 1 1 1 1 1'1 I l l l l l l l l l l l l 1 1 V I I I' I l l f l I t1lill I I I ,( II ( V ( 11 ( 2 I ( i I ( L 1 �- r�r>" fll fII III 1I it l ( ► l ( I , � I II III IIl � I � I1 ,4PRIL '3 1994 LEGIBLE THAN THIS NOTATION, -_� � ' I ' 4� 6 � S _ 10 - -� 0 » . IT I5 DUE TO THE QUALITY OF - F _- _-- --__ -- ` THE ORIGINAL DOCUMENT. T - 71,11 -t'li - - -T,,,T,, - - - - -I j T� 1 6£ til 87 '111,111111 YZSF3111 �11 IF31.11 OZ8[ TLI',, T911111 J11 S � 99 ti S L S` � `` llIII IIII�IIIlillll I�II1�1IILIIIIIIIIIIIIIIIiIIII III1�1III IIIIIII � II IIIIII�IIII IIII�IIII l►Illlllllllllll�lll �Ihllll Illllilll ' lull Ili l Ill Itlll IIfIIIViI II,I�N►►, 1 W rn 00 +� KEYNOTES < a ED I. CONCRETE SIDEWALK, SLOPE ASPHAL T TYPICAL — SEE ut i AIL 1/SD2 C) rn 00 2. DISABLED PARKiNG SYMBOL - SEE DETAIL 6/SD2 C) O N 3. DISABLED PARKING SIGN - SEE DETAIL 7/SD2 V) p m M 4. 6" EXTRUDED CONCRETE CURB, TAPER TO WALK TYPICAL (/) 0 ` a O 5. 4" WHITE PAINT STRIPES TYPICAL 'Q 2 i 9 1 , 1 I 6. METAL STAIR AND LANDING - SEE DETAIL 3/A6 ' �IL C M Q in 7. 6" x 6" DOWNSPOUT TYPICAL _ F.H, 9 8. PIKE PARKING - SEE DETAIL 4/SD2 � m o � 9. YL (YARD LIGHT) O I Y _ I 10. DI`'ABLED VAN ACCESSS C14~ O 0 - - - - - - - - - - - - - YL \ 11. CONCRETE PAD FOR ELECTRICAL TRANSFORMER Q c rj • , VERIFY WITH UTILITY U) o rn °) 12. NEW SIDEWALK PER CITY OF TIGARD STANDARDS 2 C c 15 0 2 -- j • M sa c4 _ _ o N U) N Z mi0o 6 o U v _ - YL 1 - ♦� (1) o m Q o a a -- 12 sD2 - - n' TYP. YL Q --- ----90.5' - - - W S5D62.0' 1`5.0' co 1. 5 yL � YL TYP. O 'n 0) YLI, 86.0' Wu -QT ZU TYP. 16.0' rr^^ BUILDING #167 BUILDING #168 _ vJ 56.0' i' 10.0' _ 16.0' 0� I I 4 1 YL YL - --- f/ -- j r I nS /��/c' ��/ � ~ U • _ Z V) —. 115.0' I —~— —CITY OF P aARD •-- YL O1r— (ondflror,Jly Approved......................... .............�•¢ •� L ---- YL' 14 Q only thp,. PERMIT NO ,o. QSeelelter ta: . um H. 110 Attach r 1: I N E 7, Job r, S. .� �r_� r--. - a- SD2 YL ---- I ♦♦�^^YL - - .---- A--r 10 -- —__--- -- GO►.L1ITC)r•1'.1.1.'1 Rr' f � ','PFGVAL O iE.IJ T1't:il S z J Z 0 7 - _ _ SD2 r _..� \ - / o YL -4 - 4 3 -- I SITE CRITERIA Li I, 11 r �YL r 2 _ BLDG. ZONE IP _. 3(C) � - YI �" SITE AREA 241 , 383 S. F. o BLDG. AREA I l� 5 BLDG. #167 29, 390 S.F. Z90, II - BLDG. #-168 44, 765 S.F. \ 12 15/ , TOTAL- 7411155 S.F. YL J _ 9 PROPOSED USE: (SPECULATIVE) B-2 \\ YL 'YL 5 _ CONSTRUCTION TYPE IV SPRINKLERED PARKING ,��' \ - - YLREQUIRED 1 : 1000 70 I PROVIDED /1000 204 0 r r, �J 4I __= BIKE PARKING 1 : 15 (18 REQ.) 20I of LANDSCAPING DATE: �. REQUIRED 20% 4-16-92 \ DRAWN BY: i\ PROVIDED 2.0�, I I 48, 555 S.F. CAW/BCHECKED BY: ' I DRW REVISIONS: AREA OF WORK — �"� SITE PLAN 1"=30.0' _-- - _ TO PORTLAND -- `� ,rn•.c arts - _MiSiA IE 3 PACIFIC EGON � E CORPORATE BUSINESS CENTER PARK I pig* t LJ \ 'AACKENZIF/SAITO 4 ASSOCIATES,,,, / — + ►�-A BURIN SS\ \ C 1492, ALL RIGHTS RESERVED I • _ 1 PARK I r THESE OAAWINGS ARE THE PROPEP1v OF MAC✓ENLIE/SAITO AI ASSOCIATES.F:(M,' I Mar �i—� i-I —� wee-= A) ANO ARE NUT rO BE IIjSED OR !EPNP D ICED IN ANS MANNC R, ENCEPT WITH THE N \�-- -' 1� • PRIOR WRITTEN PERMISSION OF M/SA fit I SHEET PACTRUST �—J---•----=---^'�\ 'C'��`� BUSINESS d �` OREGON )� CENTER * PARK [IIS c IS D 1 D\ 1"S'.r1 OF- •Plr�ae+��weeewrti 0 JOEL ROOD NO- . . �sw allSpl �:.LlD �aVFhIL1E — AS SUBMITTED FOR BLDG. PER _ 292039 � r••F�alROODOF 16 PERMIT �2 ..,.•.._....__._..._ ..._. ...._ .._ . .. . i l ?r 1-7T-1 iiIif�1 II�Ii1 IIIiI 1I�i Tt ►III i i1l1 III �I II� I� I �IIt THIS DOCUMENT 1S LF.< •I, i 8 IIIIII I 111 Z APRIL 20 . ,.._.1_ 9-: -9• _4 LE(jIBLE THAN5ION, I2 II�I4 6 0IL- I __ � I 1 1 'P i1IS DU; 1U 7HE QUALITY OI• No]e .._.. �� , � ,.....___..,..,....,......."fi, .,,..,...�C ,. _ ....._...._._,..t. _ s I + THE ORIGINAL DOCUMENT. E i Z fill.'' LL 9ZAll Z 6Z EZ Z i7 �Z 8T 9I LL 9i 4T 61 EI ZI iT T 8 8 L Its 4 f I fi t ia�e� �i��i iii�►�i �iiihli��►�►� �11 ii�ilti�li�iiili ii� ii�iliiu iiiil�� t�u�u�,��►►ul►,��1�,� ��lu+►iiiilii��iitili< <i��l��i��iilii�ii�il��u uuh�«�u�W I� uulu�u�: ��lu��►►u ��iu�llu�ii<<lu�u�ii��wu� I Lo 1 8'-0" (10)-RACKS - W a -- CONCRETE BACKFILL TO -- — -- -- - TANGENT POINT OF CURB OR AS SHOWN ON PLANS. f, -4'--0" CONCRETE SIDEWALK WIDTH OF SIDWALK a I - - SEE PLAN ! cn BROOM FINISH SURFACE 1 1/4" CAL V, STD. PIPE SLOPE TOP OF CURB - TOP OF SIDEWALK o -'\ TAPER CURB EVEN WITH PAVING `v iN 3 EXTRUDED CURB �l ' - --- l DISABLED SIGNAGE PER ---- STATE REQUIREMENT ASPHALT i BROOM FINISH — SEE DETAIL 7/SD4 CONCRETE FLUSH WITH O 6 (n 9 5/8". _ ` --RADIUS EDGE PLAN 2" OF 3/4" - 0" 'RUSHED l TOOLED EDGE EACH SIDE ROCK UNUER CONCRETE \ / s< 0- 40- - 4 -0' A !_ 4" CONCRETE BACKFILL `-�� AT 2'-0 OC TYP. �n 4" 8" - R = 1/4" it - 2X CROSS ---� � Z 6„ 30' TYP. W SLOPE MAX. DIMENSION TYPICAL EXTRUDED CURB ^ �- �.r OZ �04 ON PLAN - (SEE DETAIL) _� jjj - EXIRUDED CONCRETE CURB 6"0 CONC. FILL FINISH W Q z (n FINISH GRADE SET IN EPDXY CEMENT -- A.C. PARKING (SEE SAME AS ADJ. SLAB --0ISABLED SYMBOL, TYPICAL PAVING SECTION PAINTED PER NOTES N U g z -ASPHALT PAVING ) ILL. O �aFEE I OREGON LAW 1. ALL DISABLED STRIPING • - ° �' J - SEE DETAIL 6/SD2 AND SIGNAGE TO COMPLY Z O . (-)0p --COMPACTED FILL - lllIII IIIIlii) I--1 I I T- V ° v W LLJ Q U) A _I IL=1I('-�1ilI11L=III=I _� a WITH ORDDINANCE M � ll-Lu= =LlIJ=111 ° I ° ORS 447.233. N 0 I -- 4" CONCRETE WITH -I�1-J I I-I=I�1 0-y-MV°9Y9`° � � _ 2. DISABLED SIGN TO BE U Z•I i -_-- fs , - PAINT STRIPE _ I - - _ MOUNTED TO SIDE FOR Q Vl d 7`1 --CRUSHED ROCK BASE 1- I f_LI1=1 I IE-71 I I=1 1_l I ISI I L-III-I I(-j]I-JTj-JL(-1 11---111-111- CONTROL JOINTS AT 4'-0" O.C. I11_l I1-W=lll--w-1J.-I II-IT=11 —S II = -111-r _ `JAN ACCESS LOCATIONS Q = a F2N AND EXPANSION JOINTS AT I I-III-III-�_II_r TAT AND MAY BE CENTERED O M x O '� _ 9'-0' _ 6 -0' STD. TYPICAL FOR STANDARD HANDICAP to O 20'-0' O.C. '� ELEVATION (TYPICAL) 8'-0" A7 !''Aiv SPACES. ACCESS LOCATIONS V)KSIDEWALK _ _ o EXTRUDED CURB AND T AIDER n 3 EXTRUDED CURB W/CONC, BA!'**KF��ILl4 4 RIBBON RACK o s DISABLED PARKING STALL _ N S 2 3/4"=1'--0" 1 2 VERIFY LOCATION W/ OWNERS REP. N.T.S. W 00z U � _---DISABLED SIGN NO. Q� OR20-6B (.090 ALUMINUM � PLATE WITH WHITE LEGEND V loJ 0) 6" 7" ON BLUE BACKGROUND) PARWTYPICAL Q� • VIOLATORS r% D.Y.V. L DISK D PEIWIT OILY NQATORS SDBECT TO ORS1rm N' O FDIE '^ O �) --- UP a0as ell°e+" - VAN ACCESS SIGN NO. �J .+ - OR20-6D (.090 ALUMINUM 0 _ PLATF WITH WHITE LEGEND m VAN-ASE ON BLUE BACKGROUND) 7 3 1/2 PROVIDE AT VAN SPACE ONLY -1- -- r 0) 3" WIDE PAINT STRIPE o M _ TYPICAL � V) iv in 086 —GALVANIZED STEEL POST ,— m 9167 \ I I 1. ALL DISABLED SIGNAGE Q - I I TO COMPLY WITH I I ORDINANCE ORS 447.233. I I 2. VAN ACCESS SIGN I I REQUIRED AT VAN 4" 10" NI I I ACCESS PARKING SPACES ' II ONLY. II u u s DISABLED PARKING SYMBOL o DISABLED PARKING SIGN o h W •'Q W W H f.� �t�•fin I �. oc� DEpf IS a PO TLA t` DATE: 4-16--92 DRAWNY: C^ N CHECKED BY: DRW REVISIONS: ® MM'KFNAE/SAITT°!ASSOCIATUP.0 gINO, AL.RIGHTS RESERVED T"ECA ENIIE/SA'GS 0 6 ASS�CM THE PRC(M/5 ANO ARE NOT In BE USED OR REP )CED M ANY MANNER EXCEPT yr TNF. PRIOR 1MIITIEN PERMIS�KNI OF M/SA SHEET SD2 OF 2 JOB NO. 16655 SW 72ND AVEHIIE ":'4'.i SW DOPHAM riOAD AS SUBMITTED FOR BLDG. PERMIT 4-16-92 292039 3 OF 16 ws� IF THIS DOCUMENT IS LES., r �IIII ' ll1 � I .1 1 --I- IIII II£II III-IIII�II-I-I�II�ILiI—Zfill L�fI-OIII-IIIII-IIIIIIIIIIIIII9II_[IIII IILII!e T I—ii III9I-I-T11�11111 8iIIIIIIII6TI lIl,-IIII-II£I-I�iIIII-IIZI-II-[I-IIIIIIITI TIlI ll1I 1W�i 1IllIllllllli I fiIll 8lll�l.11U---Llil IIIIl I � Ts,ue� APRIL 2�LEGIBLE THAN THIS NOTATION, 3 4 J 10 19914 I1' IS DOE TO TlIE QUALITY OF 2 0172-9- THE ORIGINAL DOCUMENT. �8 L 8 r I Z 11£ V E ll , I IIIIIIII 1 1 l 111 111111111 1111 l IIIIIIIII IIIIINII ` t: kJ �O �-, 1�. �V Q W S NESS CEN ER Bu 167 AND 168 PACTRUnk.a r Bu I T ILDI NGS TIGARD cn OREGON Z) C-) Q. 1� Qc� � J � Q INDEX TO DPA WING,� NERC-,G '� A � C L N0 TE'S_ : WORK SHALL CONFORM WITH CITY OF TIGARD STANDARDS, TIGARD WATER DISTRICT CTWDI STANDARDS, SHED T N0. T/ TL E — � — -- - THE UNIFORM BUILDING CODE (UBC), AND THE UNIFORM PLUMBING CODE (UPC). EROSION CONTROL- CONT. V V) a EXISTING TOPOGRAPHIC INFORMATION AND UTILITIES SHOWN BASED ON WASHINGTON COUNTY CONSTRUCTION PLANS FOR DURHAM ROAD UNIT 2 PREPARED BY MACKENZIE ENGINEERING AND AUGUST 12, 1991 TOPOGRAPHIC PERMANENT EROSION CONTROL., o SURVEY PREPARED BY OLSON ENGINEERING INC., 1111 BROADWAY, VANCOUVER, WA 98660. w N TEMPORARY EROSION CONTROL METHODS MUST REMAIN AND BE MAINTAINED UNTIL PERMANENT SURVEY DA TUM! WASHINGTON COUNTY BENCHMARK 177, ELEVATION 132.146 BRASS DISK LOCATED IN THE EROSION CONTROL METHODS AR£ IN PLACE ANO OPERATIONAL. w CURB AT NORTHEAST CORNER OF DURHAM ROAD BRIDGE OVER FANNO CREEK APPROXIMATELY 190 FEET �/� Cl VlL rl TL E SHEE r EAST Of 76TH AVENUE. VEGETATION ON ALL EMBANKMENTS AND DISTURBED AREAS SHOULD BE RE-ESTABLISHED AS SOON Z AS CONSTRUCTION IS COMPLETED. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR /N ACCORDANCE WITH THE CITY'S z C�� S/ r� DIMEN�`loN PL � N STANDARD SPECIFICATION. � N r ADDITIONAL INTERIM MEASURES WILL INCLUDE, AT A MINIMUM, INSTALLATION OF HAY BALE < SEDIMENT BARRIERS OR SIL T FENCES AS PER DETAIL SHOWN ON THE SHEET. THESE MEASURES ° I THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNr'ORM TRAFFIC CONTROL WILL BE INSTALLED ALONG ALL EXPOSED EMBANKMENT AND CUT SLOPES TO PREVENT SEDIMENT GRADING PA VING AND EROSION DEVICES FOR STREETS AND HIGHWAYS:, U.S. DEPT. OF TRANSPORTATION, F.H.A., 1988 ED. TRANSPORT. DING, THE ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED CON TPOL PLAN WRITTEN APPROVAL FROM THE CITY ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR PROVISION OF SANITARY-SEWER T1MEL Y NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD SANITAQY SEWER PIPE SHALL BE PVC ASTM D 3034, SDR 35. l�,�, POLICE DEPT., TUALAFIN FIRE & RESCUE/ AND TO TRI-MET AND TIGARD SCHOOL DISTRICT. c� sl TE u TIL l TIES PLAN ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY STORM DRAINAGE SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS STORM ORA1N PIPE, BENDS, AND FITTINGS SHALL BE SMOOTH INTERIOR, HIGH DENSITY POLYETHYLENE CilCl VlL DE TA IL SHEE T IS ESTABLISHED. CORRUGATED PIPE AS PRODUCED AND SPECIFIED BY ADS, PRODUCT NAME N11(TM) \o��t i TRAFFIC CONTROL DEVICES, FLAGPfRSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION Of ROOF DRAINS FROM BUILDING SHALL CONNECT TO SITE STORM GRAINS IN LOCATIONS SHOWN ON THE PLANS. t,`� CONSTRUCTION WORK AND SHALL BE EFFECTIVE[Y MAINTAINED. o w , o zm� 2 CL_ Z o pV0.l• o THE CITY OF TIGARD RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY WATER � o r' Of NECESSARY TO ffffCTIVECY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. AN ESTIMATED 11% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT WITH TIGARD WATER DISTRICT (TWD) PRIOR TO � y+' °J BEFORE /VITIATING ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE CITY Of TIGARD BEGINNING CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TWO STAMPED APPROVAL ON CONSTRUCTION PLANS. Jed ENGINEERING DEPT. 1[639-41711 TO ESTABLISH A PLACE, TIME, AND VA TE FOR A PRECONSTRUCTION THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWO STAMPED APPROVED PLANS ON THE CONSTRUCTION SITE AT MEETING ALL TIMES. THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO NOTIFY TWO 48 HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRFCONSTRUCTION MEETING. COMMENCING WORk,. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATER/ALS OR EQUIPMENT OF ANY TELEPHONE NUMBER 639-1554. KIND UPON ANY PUBLIC ROADWAY IS STRICT[Y PROHIBITED. ALL WATER LINE WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. EXt.4VATOWS) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571, EXCAVATOR(S1 SHALL NOTIFY ALL ALL WATER LINE WORK WILL BE INSPECTED AND A PROVED BY TWO UTILITY COMPANIES FOR LINE LOCATIONS 71 HOURS (M/N.) PRIOR TO START OF WORK. DAMAGE TO /� UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE a !`ROJEC T IRON CALL LASS 5Z, £XCEPTTER PIPE AND IDOMF.STICNGS HWATER SERVICE.BE DUCTILE IRON, CEMENT-LINED. Plflf WILL BE TYTON /DINT DUCTILE CcONL� REDLINED AS-BUILT DRAWING SHALL BE SUBMITTED TO HARPER R/GHfLL1S, INC. TO TRANSFER TO SI TE MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISIONS MADE TO THE ALL WATER VALVE OPERATING NUTS SHALL BE WITHIN 36" Of FINISHED GRADE. P7EVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING ( PUBLIC SYSTEM OR FACILITY W R POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQUARE FEET OF BEARING SURFACE REQUIRED AT \ EACH TEE, CROSS, AND BEND LOCATIONS v Ll CONTRA!'TOR TO COORDINATE WORK AND COOPERATE WITH CONTRACTOR FOR DURHAM ROAD CONSTRUCTION PROJECT WHERE CONSTRUCTION ACTIVITY COINCIDES. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" OR 6" Ml x 6" FL TEE, 6" FL x MJ GATE VALVE, J 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-441, 6" MJ, 5 1/4" MVO, Q 3 HORIZONTAL COORDINATES SHOWN ARE RELATIVE ONL Y 3-PORT (1 - 1 1/2" NST HOSE CONNECTION, 1 - 4 1/2" NST PUMPER), 1 1/2" PENTAGON OPERATING NUL, OPEN � \ DURHAM RD. Ln < CONTRACTOR SHALL COORDINATE EXACT WATER AND SEWER SFR VICE LOCA rvis TO THE BUILDING WITH THC LEFT, COLOR: YELLOW. l ARCHITECT PRIOR TO CONSTRUCTION. EACH FIRE HYDRANT SHALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 1 1/2 CUBIC YARDS OF CRUSHED 1 1/2" - 3/4" DRAIN ROCK. BUILDING PAPER WILL BE LAID ON TOP OF THE DRAIN RUCK TO SEPARATE THE r5NIkACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, ROCK FROM EARTH COVER. N GRADING ALL WATER MAINS SHALL BE TESTED AT 150 PSI FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 PSI. STATIC PRESSURE = 100 PSI. z GRADING WORK SHALL CONFORM TO THE CONCLUSIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY BRAUN INTERTEC, 5405 NORTH LAGOON AVENUE, PORTLAND, OREGON. ALL WATER MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. BACTERIOLOGICAL TESTS WILL 8f TAKEN BY TWO. f SFR STRUCTURAL FILLS SHALL BE COMPACTED TO A DENSITY NOT LESS THAN THE PEQUIREMENTS SPECIFIED IN THE GfOTE:HNICAL REPORT TWO WILL INSTALL ALL DOMESTIC COPPER SERVICES PRIOR To PAVING. WATER METERS WILL BE INSTALLED BY S� ORS e�� TWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OWNER. ep�R� PA UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE 111TWD OF THE TOTAL CONSTRUCTION COSTS 1'0 WHICH WILL ADDED 10'. FOR TWD INSPECTIONS, WATER LOSS, \\ CID O ASPHALTIC CONCRETE (A.C.1 PAVEMENT SHA[(. BE CLASS "B" AND "C" AS DEFINED iN SECTION 745, 1991 STANDARD OVERHEAD, ADMINISTRATIC?N, SAMPLING, ETC., AND 2Y. FOR ENGINEERING REVIEW, INCLUDING "AS-BUILT" SPECIFICATIONS FOR HIGHWAY CONSTRUCTIO;J (ODOT). DRAWINGS, UPDATING MASTER MAI-, INTERSECTION MAPS, ETC. \ W CRUSHED ROCK SHALL BE 1"-0" AND SHALL BE AS DEFINED IN SECTION 1630, IY91 STANDARD SPECIFICATIONS M/SC^UIT/Ll_TES =0R HIGHWAY CONSTRUCTION (ODOT). ELECTRICAL, TELEPHONE, GAS, AND TV SERVICE SHALL BE COORDINATED BY CONTRACTOR WITH THE APPROPRIATE T0414 711V EROSION CONTROL UTILITY COMPANY. COORDINATE LOCATION WITH OWNER AND ARCHITECT. - ALL POWER, TELEPHONE, GAS, AND TV SERVICES SHALL BE PLACED UNDERGROUND . TEMPORARY EROSION CONTROL: THE CONSTRJCT1ON NOTES AND OETA/LS SHOWN ON THIS PLAY REFLECT RECOMMENDED PROCEDURES AS PER WASHINGTON COUNTY EROSION CONTROL PLANS �I TECHNICAL GUIDANCE BOOK, JANUARY 1991, OR ITS SUCCESSOR. �— IT /S THE INTENT OF THESF PLANS TO SHOW POSSIBLE APPL ICA T!JNS OF RECOMMENDED PROCEDURES /N THE EVENT THAT EROSION CONTROL IS NEEDED. ALL RECOMMENDED PROCEDURES ARE DEPENDENT ON CONSTRUCTION METHODS, STAGING, SITE CONDITIONS, VICINI T Y MA n WEATHER, AND S ALL THNG. TTE PROCEDURES SHOWN ON THE PLANS ARERTI NOT INTENDED TOPnEn nM (finAnM l r` t'f INCLUSIVE Of ALL THE PROTECTION REQUIRED 1N AN AREA AT A PARTICULAR INSTANT, W L�U w U 1 HEY SHOULD Of USED AS A GUIDELINE ONLY. r ALTERNATIVE METH'1OS OF EROSION CONTROL MAY BE USED If THEY ARE APPROVED BY THE FOR "MEM 2[�f��E M `�(�n('O�2� -- ENGINEER AND Mf, THE S C.S. UNIVERSAL SOIL LOSS EQUATION CRI TER/A w w�[ U w `�w U" L[ II JJ w THE CONTRACTOR IS RESPONSIBLE FOR CONTROL Of !;EO/MENT TRANSPORT WITHIN PRO/ECT � 0� �� + G�(j) LIMITS DURING CONSTRUCTION. IF AN INSTALLED ER05ION CONTROL SYSTEM DOES NOT D Q� ADEQUATFL Y CONTAIN SEDIMENT ON SITE, THEN THE EROSION CONTROL MEASURES MUST 8E �_� FIELD ADJUSTED BY THE CONTRACTOR AS NECESSARY 0- I he)55 SW 72ND AVENI IF u , a yw DIIRHAM ROAD A OF 16 — -- _— s a, ,a ' IF THIS DOCUMENT IS LESS -f11 IIt�111 III r I -1III III 1111 111 111 I111 Jill II LEGIBLE nIAN SIO !I�I(ljI tlt I � �l CII I Ilt I 111 I�-I I III I III I 111 16 I=ll -l-1—III�II I II III I I�1I1111i 111 l III I I III III I III I I III III Illllll III 1111 111 ! I ' APRIL- 2 3 1994 TTIDUEO THEQUALITYOF � �I No 36 0 ,1 p— THE ORIGINAL DOCUMENT, - ---- — --- --- -- -- -- � 'Yr... -- j f�t{ Z BL LZ 9Z Z 6Z 63 Z IZ OZ 8t 9I Li 8I I 6t EI Zt tt Ut 8 B L �9 4 f 'L Z Imi�l T T , -- IIIIIIiIII IIIIIIIII IIIIIIIII Illl�llll�llil 1111111111111 Illi )III III lill�l► Ill III111111 IIIIIIIII ILII )III X11► IIII�IIII�IIII IIIIIIIII�II IIILIIIIIIIII 11111111 I►►►I►11�I111 Illlillll Wllllll u,lll►I►llllll,ll Ilul�liu l►I it I ill►�illl I►IIINIi '! S89 o4 4'50"W ?OS.06, ` -__ --W- •-�-•• 0 m -TT_ 0 -/�' V I I I A V\ I R=5 J' i J / ^ R1 0' - 9.0' 90.0' / 5.5'01, N89.44'50"E 356,4?' - R=23.0' ` -- 1y� 10.00 _hCh --- �� R10.0' . oT INSTALL SIDEWALK R=8.U' R2.00R1.5' 5.5' FROM FACE Of CURB ? f R=8.0' kj 10.0' (S' SIOEWt:LK WICTH) CS INSTALL SIDEWALK I _-- _ _ ? S.S' FROM FACE OF CURB �- 14 CS (S' SIDEWALK W107-HI ( ^ B i o - ' ! c• m \` - R=16.0' ry l ( 1 CURB I -1 C5 o R=5.0' R_5.0' o �. Qj 10+50 :3.0' 18.0' _ IR_30' QQ o INSTALL 40 L.F. DRIVEWAY 6 o, V1 16.0' ?6.0' t 16.0' SCALE: 1" = 30' � � � �•/� Q_ Qc) _ Z1• 40 0 ° R-4.0' -s o �_--- - BUIL DINT 167 BUIL DING 168 INSTALL 40 L. ado - DRQ C5 F.F. 15 9.50 F.F. 161.5 a I j Q DRIVE Y E TRANCE = RD o M j { w R=4 - 15.0' 76II`- 14.0' 16.0' 15.0' Q o0 0 10_0' ` EXISTING SEE ARCHITECTURAL PLANS FOR D 0 FOR BUILDING DIMENSIONS. a - O P n E Ld M I Q RD 17.5' 12.0' -_ o o (VERIFY LOCATION OF ENTRANCES R_5.0' INTO BUILDING PRIOR TO 44.00' _ I _.___1* _- CONSTRUCTION.! FOP noED DVEM G PO�' D USES O x ONLY 12.50LIN n � ., S II PC=12#5 R_5.0' -_ AnrIN L , ._ ...� _ �4 N n' c 1 r---q CURB W 7 1, j CURB zo _ _ 24.0' 16.0' ul 0' 0 16.0' - - �� z tea. i✓ - .� d•�O Tyo _ o i -0 � - - ate. x � v o � / `d a m ' \ i O g0 ` I •� o pp y s�o mob' R=S.0' RS.00' - �� ) 45.0' , � _50' !p / o IUj L11Q W t- • o u o INS Ll L.F. SCS DRIVEWAY 8=3.0' CURB ( P� 36.0•R3.0' o. -- NOTE Q p R=3.0' R=10.1' SEE WASHINGTON COUNTY'S DURGAN ROAD ;1/NIT ') �� J �. h �6 CONSTRUCTION PLANS FOR ROAD DIMENSIO•'15 AND p, S TA TIONING. .�o ` J CL IV7e Ln UI 60 5' SIDEWALK / INSTALL SIDEWALK _ 1 5.5' FROM FACE OF CURB f. CS 15' SIDEWALK WIDTH) < _ - cr / q Z - w W 1- Q I a V AVEPT 1E V V � O U, U 2 O � z z o c, OF I E, " a IF THIS DOCUMENT Tit i1_1_ ' ' - APRIL 20 1994III1111 1111111IIIIDI ' IIIIIII LEGIBLE THAN TIII to fi ( I8I IT I5 DUE TO THE QUALITY O ' 4 _ NO 34 =^^_ THE ORIGINAL DOCUMENT. - -- 11- _011111"11111 � j- To � VIII VIII II I IIIIIII!IIIIII IIII�IIII IIII IIII T111lr111111_"f,:, IIIIIIIIIIIIIIII IIIIII (J811111IIIIIIIIIII!IIIII 1111111 IIIIIIIII1,1111111,1711IIIIIII IIIIIIIII 1111111iIIIIEll�lllllllll�4 y ll 111�11Il�IIlllllll IIIIINIIII PROTECT EXISTING TREE HAY BALES 8 10 J - OR SEDIMENT FENCE CS CS Q 7.8% ZI=.L:} t: L7 F1 T , T.. Q - -- --- - _. .- - ----- f0 HAY BALES CS ��,sra I �eh0' I ,�� cis l ♦ b''�� _HAY_BALESB 10 �`�' � ��,� b'L � p •\~ '• OR SEDIMENT FEWCE CS CS Q yh� 1, t 10#0k _TT I 1=] : . 1 Ti ITLZ T.TLI TSI I-1 L 1Z:-i`7.TI�I:I._I� A.C. PAVEMENT _4 A ISO ,h '� �h� 11 •� �O L Qj _10.50 • �,' I , Q O (� 1h \eco f Y1 Ty` t �yb hq�� • - • so - - \b� _ �1 HAY BALES to :'.J r ♦b °; 1bhb� �"- � ) O I ------ / tw !a�''�•, 166 x � J Q__ /, 1h .1T SCALE: 1" = 30' Q —�J CS C - - r 11.....1 ,bti 9G. `l. QO Q e \{' HA Y PAA------b. L�E._S.I"i 0', f Vis b0 \�` , mss �•a O h ,h1 obi � ' ` -L6 X \y • ° � / 4/ I I Q)_ I • � 8 BUILDING lNG 6 BUILDING 167 7 GRAVE! " ) bti 'sem h r ,h; \o� F.F. 15"9..50 �k F.F. 16 7.S CS DRIVEWAY / o f ��r tiA,C. PAVEMENT 4 C5 • �HAY BALE5 *� �1z.o _ . rte' • �� e �`'p 44, 'sem ISI 160 • o DRIVEWAY I -- �' B � 4_ ,f ► h FOR ° EWIMM PURPOSES Did LY W IV .. 12.50 U IPUUI 90p 11992 PC=12+7. Lf/ -0 .........EJfj . 10 HAY BA'FS ��►� t5 - Y BALES f0 L^ �� • 's1 C5 I 'moo r"V x 13-00 dr o � � % ,.o �----� • .:>> •..o � i � � �, p sem, y13.5 �s �o i • ��' �� HAY BALE_- C) 0 0 fi - 'phi 15t \ 1 AM A. . PAIVEMENT 4 CS b0�4 ,b16 c' v w o z� b W p cr = o 7 GRA VE % 1M4 HAY BALES 10 tbb1 162 DRIVEWAY i I / \ A. . PAVEMENT 4 164 \ �; / 1/ �'a K crENTRANCE/SERVICE ROAD PAVEMENT SECTION W PARKING AREA PAVEMENT SECTION 3 to EXISTING CONTOUR _194— PROPOSED COWOUR FINISH PAVEMENT GRADE 41 ---� 172 \` W V O 1 Q ll c O F- Z l.l 41 � In -` 1 h65 i SW 72ND (WFN IE - '245 SW DI 1RHAM RUAD 6 OF 16 ., .... ..,,:, ,._ .:..'. .wda.1,;. }�., - ,.; +ww.M�IYw�u.cwwwwe+wnu.msnwv..w..K.:r:Rm..vaFmwel.,.i.r...x:u::;anrnasu*eMneumres.,Swtr,.^snrw�wrc•:.••:...,.. ' IF THIS DOCUMENT IS LESS � E•' I � I IA _. 11T T 1 F fl—l -- — 1—L—I —I --gl III IIII III I Y 1 11f'Illl'III{f,I�I lII{IIIIIIIIIII1I®I.'1"I"I.I I"I'l."l lull 1 ' APRIL 23 1994 4� I IIIli1 63 lIl --- 71 No JaIT Is hugrO THE uunLlrr cLEGIBLE r1nN 'I'll IS NornTl ` !1 w ' 9 L T THE ORIGINAL DOCTIMEN'I'. �8 8Z L�Z �8ZZ hTZ S Z TZ Z 81 8�t LT 8T I ^T 1�[ I ZT i Tt I 8 f 8 I L {9 { ► S II IIIIIIIi IIII)IIli�llll IIII IIIIIIIII�lllilll�IIIIIII�I Illlllll► VIII III►�Illl llll�llll IIII►�I�Ilill�l��l�lllll��1 Illlil�l�ll�ll�l��l�l��ll�lll��Illi Illl�l►►I ►►I►IIIII lll��l�llll llllll;illL'i�11� IIII)lllllllllW lJll II►l�lll llll IIII�IIII�NIII ' ,t t.ONC APRON I i CA TCH OA /N TOP CURB ,C�f_�SFTS fB=6ff - - - RIP EL. 152.58ct c j Nc W N 'G j I 127H. STO S W R MANHOLE ft 6 110" lNl� �J � 0 c 10" CLEANOUT 13 � ' J.E. 15G. 6 (10" UUT) E�'ISI/NC Cuh'H _-_ - ,o / l.f. 152.74 CS RI EL. 11.? Ld ^`-- 141 L F 10" STORM S=00094 10.00 I �t V------ '"^--r' .�.�e o 13 8" CLEA[ t T 1.E. IS7.41 \ ` WARN/Nii 11.1 \,C51 I.E 149.88 12"1tP. CSI S- 8" CLEANOUT 13 190 L F 8" PVC SANITA Y -SEWER 5=0.0178 0� I.E. 151.44 CONNECTION FOR � rv.• IF 14 J 9, C5 FOUNDA TION DRAIN EXISTING CURB 1R Jd 9_ 1B C.F. 6" SANITARY S=0.020 220 L � 13" STORM S_o0050 b 6" CLEANOUT 1 C5 800 `j L ' 38 L.F. 6" ROOF DRAIN �� w� ` \ CONNECT 0 EXISTING \ \�` _ r- 8" SANITARY SEWER J� \ 10' rv ) Qj __ STORM SEWER MANHOLE 1,E. (48.75 l E. 15?.f0 (10" INI CS �� I.E. !46.18 (FIELD VER - STORM SEWER MANHOLE 11 1 f O \ I.E. 151.60 (18" INI \ -- 1.E. 151.40 /18" OUT1 v l.E. 151.00 (8 /NJ CS Qc) /.E. 150.40 /1B" IN � ` Q � I.E. 150.30 (18" OUT) rr,, �C H BASIN -- o RIM £L. 156.10 I r ^ E 1S?.06 111 LF. 6" ROOF DRAIN `� 1 u �l EL. 155.56 L) I *11.00 Q (/) � o • 16 .'..f. 6" ROOF DRAIN 18"x1.1" L"rl 10146" TEE s3 L.F Q-- I.E. 1S _ � � � � I � C► C-- i � 1r�sroRM s - o ooso CA rCH BASIN I I I SCAL E: 1 = 30 CS I.F. 152.10 02OUT) I.E. 152.10 16" IN) V RIM EL. 154.75 131 L.F. 6" ROOF DRAIN ROOF DRAIN 11+50 ° CONNECTION cr; I BUILDING 167 0 UlLDING 768 -'�_ 'ExI TEE II '. '. STORM SEWER o __ L4J TO Wri a� o PAVED AREAS _OUT Of OAVED AREAS e-- /'- 3/4" RADIUS (TYP1 CONCRETE CURB �� ,��, �,',,�,�,•�, __-- III- _ Ell \I� /'�i NArIVE (1.� 1� - EPDXY SONO 6 x 6" 10 GA. 401- 0"MAX 15'- 0"MIN. R/W LINE 1 �/' '� BACKFILL MESH DRIVEWAY \ - 6., A A -' y x\`: ` \\\ \\ \ I I I i I I—Ict I..- 11 _1 \ _ PAVEMENTLONNA .,CONTRABAIED HAY (3/4' - 0"! / \aq \, \JOINTOR STRAW x'Q B 1 �EXPANSION JOINTS lTYPkAII BACKFILL \ \ \ L_Lj Q W LK -�SIDE A CURB JOINTNO rES: A.� ( L�\�Ll_ g1. CURB SHALL BE MACHINE EXTRVOED. -i'- 6.. MIN. 3' ��.'b1. CONCRETE TO Bf 3,000 PSI A'TfR 28 DAYS. ftp_ p=MAx to'- o" nAx. I w --- / I 3 EXPANSION JOINT EVERY 10 FEET. FACE OF CURB/ r ' \ I 4. CURB Sh,4LL BE BONDED TO A.C. PAVEMENT hr. � - n /// / / PLAN •�.��:.�... - Z r_' I - 1/t"EXPOSURE w EXTRL1IDED ��R ? DETAILUj } CS � 1 0 Z" X 1" X 3' SLAKF (EACH BALE) I _ - � f , T - - - l-�.E � CA- -PLACE vOl USE EXISTING EXPANSION JOINT OR f� SAWCUi AND PLACE COLD JOINT. l�L °"'� 12 PIPE BEDDING AND BACKFILL DETAIL Al T ELEVA TION B-B ^' EMBEDfD BALES 5' MIN 0.S' I i i - - 4" OF P.C.C. 3 OVERLAP BALE EDGES f OF 12 STAKES A MINIMUM Of 11" INTO GRADE 1% SLOPE TO STREET srR FINISH GRADE - `l— STANDARD CAST IRON _ _�- q� a. o EXISTING CURB _ - c , ., . •• . :•q � 6 _ FRAME AND COVER 5F;TIUN .� 1" OF 3/4" MINUS 4 I 10 GA MESH r 112"ABOVE &C,5 HA Y BALE S k A L E/DI TCN SEDiMEN T BA RRIER Q BASE ------------ ` 1" MIN. SECTION A -A _ NO rES: Ll I.I I-- 1. CONCRETE SHALL BE 3000 PSI AT ZB DAYS. SIX SAC MIX, SLUMP RANGE OF 1 1/1"-3" r CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.51 B COMPACTED -- r AFrER 10 DAYS, 6 SACK MIX -� EDGE Or SITE CLEARING��, r1�- 1 CURB JOINT .SHALL BE A TROWELED JOINT WITH A MINIMUM III" RADIUS OR DISTURBANCE � FILL ------=-Ii _ -- 6" OR 8" PVC 1. SIDEWALK PANELS SHALL BE SQUARE, 3/4" DEEP SCRIBES AT JOINTS 5 FEET APART, ALONG BACK OF CURB (SEE PL ANI EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. 3 EXPANSION JOINTS SHALL BE I/1" PRfMOLOED ASPHALT IHPREGNATED MAfERIA1 OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. 4 SEE DWG NO CS-300 ANC N0, CS-305 OF THE WA5.HINGrON COUNTY _ In DEPARTMENT OF LAND USE AND TRANSPORTATION STANDARDS. �( i 45° BEND - 2 ONC_RE T E SIDEWALK ` ` 4�� ` - GRANULAR BACKFILL C y !/�\< 1+, WYE BRANCH - + �._ ALL SLOES CS N.T,S. WAY I I OR �0 (SEE ER 6„ 8„ 6 COMM PLAN)L DRIVE -- I PLAN) // a _r w $ C5 N.r.s. i - .r-^-I BALES TD PROVIDE d SECUREL Y r--1 BUTr roCETHER - /' (rYP1CALI r-� INSTALL PLUG (END OF LINE ONLY) Q� - / V ,�� NOTE: CONTRACTOR SHALL DETERMINE 2" A.C. PAVEMENT, CLASS "C„ t I THE REQUIRED FITTINGS REQUIRED NOTE CAST IRON FRAME AND COVER SHALL BE - �<� �v\ �� 1�.�% :'` 4�//x� \ FOR EACH CATCH BASIN AT EACH L0,(6Lrt0NIRON & STEEL CO. NO.'S 102 16"1 OR 103 (8") •r-1 Z i i, �cd \ 8" CRUSHED ROCK, 1" - 0" OR APPROVED EQUAL. N o FULLY COMPACTED SUBGRADE I—II - - - -- -\ I`^�-I (95'/. COMPACTION-RELATIVE DENSITY/ NESS: ONLY TO BE USED FOR UNLESS Of 13 STANDARD CLEANOUT -! --' APPROVED BYTHAN OLINEAL FEET THE ENGINEER.UNLESS OTHERWISE CS A�E��CCE55 PAIN — y,A, HINGED DEFLECTOR TO tv,4� 3 PARKING AREA PAVEMENT SECTION ExIS FPPROVEO a �� t=a %} „ L FACILITATE CLEAN-OUT- �— GRATE 1/ lilNiR:1i 10/i ll) V/AW IINAi PA V7 '"Ji S 'Hill NIA'A1 5f1110N /�j / "' '• , • , � I OR ,y✓ } `� r0f OF SLOPE 45' BEND 10111 f1WNI R /'1000 IU (ON',110 L 1/141 � —� RADIUS = 15' MIN. / ° \ EDGE OF RBA CLEARING / RIM EL£V. OR DISTURBANCE CLEAN PIT RUN OR 1"-MINUS GRAVEL �J� tiI (SEE GRADING B" MIN. _�-_.e�PROVIDE FULL WIDTH B PLANT SUBGRADE RE/NFORCEMENr Z OEPTH OF INGRESS/EGRESS AREAw yy GEOTEXTILE, AS REQUIRED GARDE SPACING { GRADE SPACING 1 < 6X f00'�0% 100' �" 4" A.0 PAVEMENT (c" CLASS "C" OVER 1" CLASS "B") < ox {SO' < 3ox So' 1. MAX 6" MIN. �� 14" X 24" X 36" x 20' MIN. FOR SINGLE FAMIL Y AND DUPLEX RESIDENTIAL / < 10% 300' < ssoxox !S' r _- \ / "LYNCH" CA rCH o c 12X 200' ? SOXL� \ BASIN, OR o v < Isx 1S0' _ __-�-_� -- �SS000 �\�� Jj DEFLECTOR APPROVED EQUAL Q ` o EMBEDED BALES ri LU �P z 3 v w 11" CRUSHED ROCK, 1" - 0' c^ To 6" a GRA Vf.L DRIVEWAY n FULLY COMPACTED SUBGRADE � —�_ 1 e 1"x 1"x 3' srAx� -- � �;� l I (EACH BALfI \ � o " � MET (95% COMPACTION-RELATIVE DENSITY) CS -` oNTS r USf PIPE MANUFACTURES ADAPTER CONNECTOR ORI.E. (SEF PLAN1 "FE.4NC0" FLEXIBLE COUPLING WITH STAINLESS DRIVE STAKES 4 MINIMUM ` _` 1 $'T[fL QAMPS OR APPROVED EQUAL. — OF 11" INTO GRADE. ' -- EXISTING GRADE ' o G^ TEE, WYE, OR 45 BEND eC5 ENTRANCE/SERVICE ROAD_PAVEMENT SECTION � \ TEE OR WYE OF SL OPF, OR — N T J SECTION B-B AT GRADE CHANGE r ,ox 14 _ CA TCH BASIN NOTE CONIHACTOR r0 VERIFY FINAL PAVEMENT 1(RUCrURAL SECTION CS ^' r '; WITH OWNER -PRIOR 10 CUNSTR0Cl10N p HAY BALE SLOPE SEDIMENT BAhl 'ER Z Z CS� NTS FIL rEP FABRIC MATERIAL 136" WIDE ROLL SI, n i USE STAPLES 04 WIRE RINGS TO ArTACH TO Z'-O" 3fHlND a l FABRIC WIRE BACK Of CURB v 1" X t" WIRE FABRIC (1{ CA.], OR APPROVED EQUAL. -�-----" wlRf FABRIC--, -----�- .S STANDARD MANHOLE HYDRANT TU BE MODERN � 4" CONCRETE SECTION, 3000 PSI l 05 FRAME AND COVER FINISHED GRADE OF STREET � _ ______ MUELLER CENTURION, A-442, _ t FR TER FABRIC — - GRADE kINCiS 6" MJ, 5 1/4" MVO, 3 PORT tI ti TWO 2 1/1" NSr HOSE ° — /, 1 ' SAND OR GRAVEL LEVEL1146 COARSE Posr- ry Q MIN. 3", MAX. 12" ti N r CONNECTION AND 4 1/2" FULLY COMPACTED SUBGRADE { o `��1XI \ oPEN IEE , - � � PUMPER, 1 1/1 PENTAGON z OUR as I tDM - -� �, 2 OPERA TINGrING NUT, T Z VALVE BOX j { _ (95% COMPACTION-RELATIVE DENSITY) - I - � , of FABR'c !N �• COLOR: YELLOW � ,-- CAST IRON OF FA !( I N - ASSEMBL Y - - - FIN. GRADE - 1 ASPHALT PAVING 6 Y' X 4" WOOD POSTS, 5 _ CONCRE TE SEC TION STANDARD OR BETTER. ILL IAIrfRNAIE. SIfEL ------- _ "� _ a 2 CS - L_- FENCE6osrsi - I I FILL ;DINTS WITH II N r °Cj it J CEMENT GROUT _I o a r 48"-`- -- 5'�,i---MANHOLE SECTIONS \ - - i IAS REQUIRED! _ COVER ORA1V ROCK W/ BUILDINL• PAPER 6" FIG x MJ GV I I II o SEDJMEN T FENCE N _BREAK OUT r' CLEAR (MIN) I_ ` p -� 8 � (iS LB. FEL I) BEFORE BACKFILL. --- --- --�._..- OPE it- .�.- CS v, /, REMOVE UPPER HALF OF I_i f- 6" MJ .r Ml HOLDING SPOOL I I T IK SEWER PIPE INSIDE M4NHOLE -- _ -� ~ THE MANHOLE MAY BE POURED M MONOLITHIC TO B" ABOVE THErpm -I I - . .- • - - '- - = T ((D�� (D� I��]Q [� [� R�¢ O ( clv OIIU�� E __ ____ BARREL Of Th'E MAIN SEWER �`•`_� �1-111 — ®UU UUI� U U� UU U �UUU O�LNJ � __-_-._ ._.�__ ._ 4., x 8" x 16" CONCRFI E "LOCK ~ 64 MIN. �6" MIN. - 1.5 C.Y. OF 1 1/2"-3/4' DRAIN ROCK -- MAIN W/ Mlx6" FLG TEE ' D - _ � - (SEE PLAN FOR MAIN 51ZEI G�P��L� � 00o MGM � a -- --- - - ii STANDARD MANHOLE is EIRE .HYDRANT DETAIL CS, N 16655 SW ':_'ND AVENUE _ - --- 1245 SW DURHAM ROAD --- - -- -- - 8 CIF 16 ' LEGIBLE '1'IfAN '1'H1S NOTATION, I 6� -�?� -----_g� ��- I�1III1 III'II1 IIIIIjI'III II', ilfll I ' ,�� IF THIS DOCUMENT IS LESS IT�tIIII �IIIfIII IIIIIIII'IIIIII IIIIIIIII�IIIC11IFT111-TTTp LrI11111111111111IIIIIII 1�I�T1VT �IIiII IIIIIII IIIIIII IIIIIII IIIIIII I�III IIIIIII i 10 11 I 1� APRIL 2L3 1994 151 6 � �" IT IS DUE TO PHL•' QUALITY OP' - T'IiE ORIGINAL DOCUMENT. - 111 --'T-- � IZ 101Z 8[ II►I III►IuII ►II�IIIII,III )III illl�llll ,IIIIIII, I►IIfIIII I,II u�I IIII�IIII )III IIII�IIIIIIIIIIIII )III I►I�III�I I►IIIIIII,II I�IIIIIIIII I� )III )III ►►III��III►►IIIII►I�I►�I►►��lu«I«I�u�u� � Illl�lll � I►�l ►►II►III Illl�w►I •. V L� Lai rn In I-- a 00 � � E4 � � >: N 0m M - — - - - - - - _ - - Q Oc N TT4 ' 1 T Ad • O� X c_ M Q m � _ N O • rop • n n I AV o < < o N r> - - - -� — o 1 (� L O � Is - - - - - - - - - - - _ �, o '. I d C c- "1 W a0N N — • m MN -- — --- --- — 7,mm" Ng Nm Nm W -- ----�— � 73O O LLJ O O CD CD p C> N Y U (ll ----- � DO O i� - Q 0) :E O POOcn cD O L d tl O O D t7 � • ... fylil,'r LLJ n cn F O O -- N w - #� — O oll - � (nil - - V) 0 1 -- 9- , L4cr---- - ----� V ,LLJ 1 N I Y Q -- pp ----- IILLIIyy 0 mD� BUILDING #167 BUILDING #168 M 2 =--I G WnR ",qZ I c O U ' ^ � •. - -- V d I-- I L 1 1 N m • N A 1 •'T� d '� _ < v - > •-- Y 1 I a W z 0 000, I �C4 ui N EO '� • I O ._--- — t..• O < f I 7 00,n 1 N -— N • Ln • --- < n 4�M 010 m ---. - 1 N CL \ O FjV 1 ___. ■ ■ ■ CL� n V LA CD Sq? O S 1 O N < AmZ m T O = • C7 —. I 1 o mp > - -- PLANT LIST \ , - SYMB. NAME - SIZE CD G � I RSM RED SUNSET MAPLE 3" CAL. MIN. v - -- RO RED OAK ` — \ �\ z / FC FLOWERING CHERRY - ` DC DEODAR CEDAR ^' z HC HOGAN CEDAR z ' �\ < N -`- -_- ^AM HINOKI CYPRESS x �� Iw \ _ PHF PHOTINIA FRASERI N I UR UNIQUE RHODODENDRON MFP MOUNTAIN FIRE PIERIS DATE: � 4--�6-92 AV ARBORVITAE 0 0 CAW RBB RED BARBERRY DRAWN BY: CHECKED BY: DRW \ I REV{Si0N5: \ -O LANDSCAPE PLAN MACKEN1.II!SAITO&ASSOCIATES,PC 1992, ALL RIGHTS RESERVED I M)A)CISENZ ESE `"mGS ARE THC'SRry OF AI 0't ASSOCIAaES,FPC�N S 1 06,CFD IN av(MANNER,EXCEPTOt tO BE USED O MRM THE PRIOR WRI'TCN PERMISSION OF M/SA \ SHEET I 1 L1 (tl OF Cu JOB \D 292039 0 16655 SW 7."ND AVENUE 7245 SW DURHAM ROAD AS SUBMITTED FOR BLDG. PERMIT 4-16-92 , 9 OF 16 -- ---.-- ---. I I I I 1 II_I II I II I rSr 1 1 I 1 f 1 1 l 1�I 1 I I._II 1I II I I l 1i I l I II l I I l I l I l I I I l I l I gl I I l I _I l l Il l I II I I I I I III'1 I11I1�l1 111 l1l1 i1 �ii 1 -I-1II- 11i• IF THIS DOCUMENT IS LESS APRIL 23 1994 LEGItLE THAN Tf15 NOTATION 2 ?4 NoteI7IS DUE TO TIIE QUAI,ITY Oh M ' THE ORIGINAL DOCUMENT. - - -- ,�, e I� Z 8�L LZ 9Z Z I tiZ £Z Z iZ Ot 8I N[ `I' 9t S[ ` 6�[ 0�11111111111111111111111111111111111111ii1 llll�llll llll�lll! IIII�IIII IIII�IIII IIII�IIII IU1111111111111111111111,1111111 i1111111111111111 11I IIII�IIII IIII�IIIl�W1111I1 u1lllllllllll�lUl lillllllll�iillili►IIll1W ll1�111ll ►►I�I►III►I1�W111 (►1111 I t U a. _ KEYNOTES w Ln 13 5 1. 9'-0" x 10'-0" O.H.D. O 2. 12'-0" x 14'-0" O.H.D. Q C I 3. 8"0 STANDARD PIPE COLUMN rn x no 4. 10'-0" x 10'-0" O.H.D. DRIVE-IN Q I 5. GRADE BEAM - SEE DETAIL 1/A5 o M --- T- !- 105 -0" --� _-- - _ 6. ALUMINUM WINDOW SYSTEM O 5 a oa 37'-6" 37'-6" 30'-0" I 7. B.". ROOFING - -- - 3'-1'%7., �31'-4'_ 3'-1" i 17 8. 19/32" PLYWOOD ROOF SHEATH[N� INDEX 32/16 INTERIOR WITH EXTERIOR c 0 M Q GLUE -- SEE NAILING/STRAPPING PLAN Cd - } O ,< TYP. PANEL OPENING A5 6 9. 2 x 6 SUBPURLINS AT 2'-0' O.C. WITH SIMPSON F26N HANGERS O O 7 1 2 SIM. A5 E C EACH END TYPICAL rnN A6 'Al 6 I O 10. 2 1/2" x 18" GLU-LAM PURLINS (20fV3, C=1/2") AT 8'--0" O.C. WITH C + I . }� B YL - __ _-r-+ SIMPSON HWU2.618 HANGERS c"ACH END TYPICAL UNLESS NOTED OTHERWISE Q C ,0 ^ fI Pill' -- -�- -_ _ __ _ I A - � � 11. 4 x 6 P.T. LtDGER WITH 3/4"0 M.B. A f 4'-0'' O.C. SLOPE TO GUTTER N o00' `I - L J �� 12. CONCRETE SHEAR WALL - SEE DETAIL 1/A7a o13. 2'-0" x 2'-0" BLOCKOUT TYPICAL - 0 C, 0)N 1014. 4'--0" CONCRETE FILLF_R STRIP TYPICAL N L_ Tn 3OO 15. 5" CONCRETE SLAB !KITH ,�/4 AT 18" O.C. EACH WAY WITHIN 10'-0" .� LO OF OUTSIDE WALL W +- A4 �Yl CANT I 1 J G 16. CONTROL JOINT TYPICAL AT GRID LINES -- SEE DETAIL 9/A5 Y ) C __ i 1 t �5,• 1-- r YP. BM. 6 314" x-30" 17. CONSTRUCTION JOINT TYPClAL - SEE DETAIL 9/A5 U _1Z 00 C L +J ' C_= V, 1 ® D.S. 18. T.S. 8 x 6 x 3/16 REMOVABLE MULLION TYPICAL - SEE DETAIL 16, Q to o r p I I 19. 2 1/2" x 13 1/2' GLU-LAM PURLINS (C=1/2") AT 8'-0" O.C. WITH Q 0 a a- 2 - -- 12 SlMPSON HWU2.613.5 HANGERS EACH END A5 \ A5 20. 2 1 2" x H 2 1.6 / /' " GLU-LAM PURLINS (C=1") AT 8'-0" O.C. WITH --T-_ SIMPSON WU2 22.5 �/ 3 , - III 1 I I 22 21. 2 1/2" x 13 1/2" GLU-LAM PURLINS (C=O") AT 8'-0" O.C. WITH A7 1 -_�- + U O i K__@ A6 A SIMPSON HWU2.61.3.5 HANGERS EACH ENDwM. 6 4" 36" I DO __. __ __� _ `__ 22. 4 x 12 BLOCKING (3 PURLIN BAYS) WITH SIMPSON B412 AT PURLINSoo = 1 1/2" I L -- - 23. (1) SA34 EACH SIDE OF BLOCKING Z ((�D '�(pl 24. 6"0 STD. PIPE GUARDPOST - SEE DETAIL 14/A7 V V + Tkl ODdD8,-01 1 -0 10 0".C'-0" . i I I 5 BAY ( - ------iF- --- O C -- TYP. I I qg ( IYI ,^ u O l i IjI' F TYP. 11 17 V) 1 I I 12 12 A7 f�{ _�� N p� A 1 �J ((j, Gl,,,. 6 3'4" x 43 112'- , - - -- - _ -- W L J L 12 Z � Q I 6 45,-0., OD _6• 12 -0" A6 V DA6 � � II I I I m � L tYLI� ' _ I I J - - -- �� GL. BM. 6 3/4" x 36" _, r � GL. BM_ 6 3 4" x 30" I I -{�_- �--- 0) t } -I C = 1 1/2' J C = 1" 1 D -4114 a 9 t 1 16 21 V AEI A6 A6 A6 �-- 1jl A4 � � d AI 8 I I 1 6 14 7 I 3 AS I I A5 i i I I 1 -- TYP. III A6 5% MAX 2% MAX. 1 18 13 A6 A6 ~ [n ] F_` SLOPE ` , 2 SLOPE � ° U d I .I 22 23 K - 14 " " r�-1 ------ v A6 �' . A6 Q GL. BM. 6 3/4 x 36 DO t 5% MAX C = 1 172 - L J t F -�-- SLOPESim �- 12 14 A5 I I i D t RpO�M� t ;,� Nj ------------ --- 1105 5+-®_ o'k-- --� _2%' MAX. 1I III ' I E G sLQ�E M 10 I I 13 III -- 24 1 17 t A5 I ( ED)I �, H A4 A6 I A4 A6 15 G - GL. BM_ 6 31 _ 4" x 36" - �----1r-- -- DO P - --- - - A6 I I C = 1 1/2" 11 N 20 SIM. 7 Ll I I E A6 15 O _j II II 1 I I I I 1 1 17 As I 1 I I'I I I q7 � 2 4 5 SIM. 4'-0", METAL STUD WITH (D � r Al JIG 1 12 I S I A7 1 L I I N - � "HARDJTEX" ON EXTERIOR SIM. 1-^ !If-1 �,, -� Z } � --- - i I GL. BM-6 3�2=r 43 1 2 U J _ _ _ __ ___ = = - == L - W 13 - z NAILING AND STRAPPING PLAN �, ENLARGED ENTRY PLANS - 1I , p I I D A l 1/0 1 0 •� O O I I a NTS Z 0 .� A5 i l l i I I 8 I I a. � .o Y A. PLYWOOD NAILING TYPICAL / / �..J t I ca A6 i I I 1.) 10d AT 6" O.C. AT EDGES OF SHEET ( / _ .._) - i I oo (n o 2.) 10d AT 12" O.C. AT IN TER 7OR OF SHEET CITY OF TIGARD \�1. �I B. DOUBLE ROW 10d AT 4" O.0 AT GLULAM BFAMS WITHIN Approved .... ..............................................;...;....( 1: I 1 r , /3M. 3 4" x 3U" I ( r 8'-0" OF OUTSIDE WALL; TYPICAL AT GLULAM BEAMS CondRlonelty Approved ....... ............... ... .. �__ GL. BM. 6 314" x 36" _ GL - � _ �� C. (2) SIMPSON ST6215 AT TOP R AT PANEL JOINTS AT For only the��ork;�a d �c7be�to oU 16 I I G - 1 1/2" L J C 1 I I `j GRID A m 0- D PERMIT NO. �.-r1�---- - -- - ■ . . A5 I I / I � 16 I I "� See letter to:Fo�ar�...... ....... . . ...... ... . ..l I Attach............. . t t: 1 1 D. SIMPSON ST12 A7 4'-0' O.C. SUBPURLINS TO 70P R """ "' """"'"' """'� J 4 I III 17 i i E. SIMPSON ST2215 PURLINS TO TOP Job Address: l l - �.L YL F. SIMSPSON ST6236 EACH SIDE AT HINGE CONN. SEE DETAIL 4/A5 , 12I 1 ` 111-'' 0 A5 I I 17 G. SIMPSON SA36 PURLIN TO PURLIN AT GRIDS B AND N - SEE A5 15 I I A5 DETAIL 5/A 11 5 ----I I GL. BM. 6 314" x 36DO H. SIMPSON LTT19 AT 6'-0" O.C. WIT'-I 3/4"0 KWIK BOLT BELOW K I C - 1 1%2" 1 J ROOF AT LEDGER CONDITION, SUBPJRLIN TO CONC. WALL Op1 I 16 J. GLU-LAM BEAM COLLECTOR JOIST - SEE DETAIL 3/A7 AND 4/A7 < L ) f w i ,4 ( 1 A5 K. 10d A f 4" O.C. AT 4x BLOCKING 4 O M I I ( C I ty I I 13 �l I I1 1-0., --_ ( I 18 C'4 YII,I1 t A5 D CANT. 10 '1 or,-GL. BM. 6 3 4" x 39" Or YP• GL BM. 6 3 4" x_33" A5 B = /2.. 13 L i C 3<CL> /4„ `D I I 21 _ A7 i i 7 12 14 6 N I 1 23 1 1 I A5A A5 A5 A6 r I I I DAT[: M ----- _- - I I v, L O A 22 2 ODD 8' U� 4-16-92 DRAWN II I �- I 1 1 1 I I BAY • CAW/BK 00 15 5 B 'I A5 A7 l _ - A A7 - L. BM A7 GL. CHECKED BY: r 6 3/4" x 22 1/2' 1 )N" 4 DRW N _- -------_-___ L f r- ------ L 3 J C - 31, A7 A7 REVISIONS: C; O I v, 2 � � I 19 1 1 25'-0" B r �-1 r I_1 3 L L J^ A.5 IB A A4 6 A5 ---,7'-6" 20'-0"- FOOTING SCHEDULE 37'76' 37'-6" 30,-0" MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS 2 ► 3 4 5 REINFORCING REINFORCING MACKENZIE/SAITO P ASSOCIATES.PC O6'-6" 6'-6" 1'- " (8) , 6 (8) //6 4: FIG. AT INSIDE FACE OF PANEL ^92• ALL RIGHTS RESERVED -THESE LRA.WINGS ARE THE PROPERTv OF B� CONT. 2'-6° 1'-E (4) #5 -- WALL/ FT's. �)GD uvE'N0T 0 BE USEDEORPa(�N< OC'lED IN ANY MANNER,EXCEPT WITH I"t PRIG:' WRITTEN PERMISSION OF M/SA OC CONT. 2'-0" 1'-O" (2) #5 -- EXTEND REINF. MIN. 2'-6" INTO SQ. FTG. SHEET OOR FOUNDATION ROOF FRAMING PLAN O 7'-6" 7'-6" -6" (8) #8 _ (8) #e Ln FLBUILDING #167 Al *NOTE: EXTEND CONT. REINF-. INTO CORNER N � FOOTING MIN. 2'--6" OF 7 �f 0 J� NO. a sat �2rd0 aVFrn IE 292039 7245 �W DIIT^tIAM pr,«n AS SUBMITTED FOR BLDG. PERMIT 4-16-92 I. nF 1 _ _ " IF THIS DOCUMENT IS LESS TI1 Ijlflll III III III III VIII Ijl Ijl Ijl III IIT( I3I f I , I 1IlI Il 1I0II III III III1II1I III III I11lZL ' APRIL 20 1994 LEGIBLE THAN THIS NOTATION, 5 I 11711111111 8I IT IS DUE To THE QUALITY OP No 76 ORIc;INAI. DOCUMENT. -T ��S Z 8Z LZ 9Z Z ►Z £ Z TZ Z 8t BT LT 9T T 1st £t ZT TT l 8 9 L I 9 4 Y 8 Z IT�I.I,.' I ►�I�i►,�► �,►j+►,►„II,�I►,I,►,►i„►, ,,►,il,,,�►,�►,T�ij�,�i,,�,►,li,,,l ,►i,►,, ,,I,i„I, ,;,i,,,►� ,ij,►�I�,jT„ ►,,,i,,Ti,,,►,,,,�,,�►i►Illl T<<u►ITITI,X11►� �I1►�Ij�l�l�►Ijllljll►NII •� U 1 > < KEYNOTES cn '1. 9' x 10' CHID F- 0 C 2. NOT USED Q Lw 3. 8"0 STANDARD PIPE COLUMN 0 � x 00 _ I N 4. 5" CONCRETE SLAB W/ #4 AT 18" O.C. EACH WAY WITHIN a v) 0 10'-0" OF OUTSIDE WALL VI 0 ►.i -- 5. CONCRETE SHEAR WALL - SEE DETAIL 2/A7 0 '_ 6 o 6. ALUMINUM WINDOW SYSTEM AND STOREFRONT DOOR Q a G 7. B.U. ROOFING I I Ic � MQ H A 19/32" PLYWOOD ROOF SHEATHING 16132 INTERIOR W;TH _ O _ -�- � EXTERIOR GLUE SEE NAILING/STRAPPING PLAN m n V OD 9. 2 x 6 SUBPURLINS AT 2'-0" O.C. WITH SIMPSON F26N HANGERS O � EACH END TYPICALF-- pN p Coa10. 2 1/2" x 18" GLU--LAM PURLINS (C=1/2") WITH SIMPSON HWU2.618 Q C ,; rN' u) ( E ) - F HANGERS EACH END TYPICAL START LAYOUT AT WEST WALL 0 o I `f I F I I I I I I I I I I I I 11. 4'-0" CONCRETE FILLER STRIP TYPICAL n c I EH 12, CONSTRUCTION JOINT TYPICAL - SEE DETAIL 9/A5 W o MI 13. CONTROL JOINT TYPICAL AT GRID LINES - SEE DETAIL 9/A5 hI L_M 14. 3' x 7' HM DOOR Z � 3 0 0 15. P.T. 4 x 8 LEDGER W/ 3/4"0 KWIK BOLTS AT 4'-0" O.C. W +� u 16. 2 x 10 DF#1 ROOF JOISTS AT 2'-0" O.C. W/ SIMPSON FN210 EACH END Y iv H D NAILING AND STRAPPING PLAN H 17. 2 1/2" x 13 1/2" CLU- LAM PURLINS (C=1/2") WITH SIMPSON I-Iwu2.613.5 a ;U ca)) � o HANGERS EACH END TYPICAL L_ co 0 _c A. PLYWOOD NAILING T 'P1CAL NTS 18. 2 1/2" x 22 1/2" GLU-LAM PURLINS (C=1") WITH SIMPSON HWU2.622.5 Q a d a ", 1.) 10d AT 6" U.C. AT EDGES OF SHEET HANGERS EACH END TYPICAL 2.) 10d AT 12" O.C. A-I INTERIOR OF SHEET 19. 2 1/2" x 13 1/2" GLU-LAM PURLINS (C=0") WITH SIMPSON HWU2.613.5 B. DOUBLE ROW 10d AT 4" u.0 AT GLULAM BEAMS WITHIN HANGERS EACH END TYPICAL 8'-0" OF OUTSIDE WALL, TYPICAL AT GLULAM BEAMS 20. 2'-0" x 2'--0" BLOCKOUT TYPICAL Ii C. (2) SIMPSON ST6215 AT TOP R AT PANEL JOINTS AT 21. 4 x 8 BLOCKING (3) PURLIN BAYS W/ SIMPSON 848 AT PURLINS W GRID 1 22. (1) SA34 EACH SIDE OF BLOCKING D. SIMPSON ST12 AT 4'-0" O.C. SUBPURLINS TO TOP R 23. 4 x 8 LEDGER W/ 5/8"0 P.B. AT 2'-0" O.C. MIN. 3" EMBED INTO CONC. Z w E. SIMPSON ST2215 PURLINS TO TOP � 24. 4 x 6 LEDGER W/ 5/8"0 P.B. AT 4'-0" O.C. MIN. 3" EMBED INTO GONG. w Q F. SIMSPSON ST6236 EACH SIDE AT HINGE CONN. - SEE DEI AIL 4,/A5 25. DOUBLE 2 x 10 W/ SIMPSON FN210 EACH END G. SIMPSON SA36 PUR,IN TO PURLIN AT GRIDS 2 AND 19 - SEE 26. P.T. 4 x 6 LEDGER W/ 3/4"0 P.B. AT 4'-0" O.C. O DE-Nil- 5/A5 27. P.T. 4 x 14 LEDGER - SEE DETAIL 1/A5 FOR BOLTING V) 0 O H. SIMPCON LTT19 AT 6'-0" O.C. AT SUBPURLINS AND 8'-C`" C.C. AT 28. DOWNSPOUT - SEE DETAIL 10/A6 ,�{ 1U PURLINS W/ 3/4"N KWIK BOLT AT LEDGER COND. (BELOW ROOF) 29. DOWNSPOGT OVERFLOW - SEE DETAIL 10/A6 "v J. GLULAM BEAM COLLECTOR JOIST - SEE DETAIL 3/A7 & 4/A7 W91 1- F<. 10d AF 4" O.C. AT 4x BLOCKING Z O V) 1 2 2.5 3 4 5 6 7 9 1 0 1 1 1 7.5 1 2 1 3 1 4 1 5 - 1 6 ------ 1 7 18 19 _ 20 450'•-0" - 1 - -- .._.. _ - -- -- - - - W_-- ---- ---- 37'-6" 3'-1 _ 31'-4"_l /�3'-1" 25'-0" TYP. 12'-6" 18'-9" 8'-9" C TYPICAL - TYPICAL BEAM SPACING ~ •� U UJ �� 3'-1" 31'-4" 1„ v i U � Q2 A5 I 1 2 6 A4 6 Q. 6 SIM. A2 A2 1 B 4 13 14 12 7 9 __, ,O 10 10 6 O "� - -----__ �O A7 A5 A5 A5 A5 A6 I r--___-_ _ __ A6 A5 A6 r--_ --_ - -,-- - ----- -- Q 3 I TYP. ill Ili TYP. TYP. I r II l II II II B As N �L _ I I I I YL YL YL____ I ____ _ J _ __ YL ---- -� --- -----n----_J L--------- --j L-------- --- r �-- --- - �--- - ---- -_ L------ ----- --- ----- ---- ------ -----------'J L=-==-- _ - --c----- -- -�--- - - __--= i A A 2.7 A 26 A 25 A 24 A 23 A 22 A 21 M f3 19 N PC 171 1 1,4- 7 1/4" 7 1/4- 7 1/4- 7 1/4- 7 1/4" 7 1/4- E 1/4" /4" KEYNOTES ��_----- A4 21 1. 9' x 10' OHD DRIVE-IN � 17 15 15 22 16 14 2. 9' x 10' GHD DOCK-HIGH J. 12' x 14' OHD DRIVE-IN _ -- - --- -- - 3' x 7' H.M. DOOR - -- IYL - ---- --- �- -YL --_ uYL �Y� - - -rr TT - --- 1 5. ANODIZED ALUMINUM STOREFRONT c° `o for, ui 6. ANODIZED ALUMINUM WINDOWS I IIMI MINI 'o °p o o IINI I Illrl 11111 7. METAL STAIR AND LANDING 1 - -- - --- -I - - -- - - - �- ----- -- - RNI -�1-- I -- -- - O • Z . I - - ry I-- 8. 6" x 6" DOWNSPOUT TYPICAL r � a_ c�.l 9. DOOR ARMOR TYPICAL - SEE DETAIL U N _ ur --- - -- -nrl 11111 10. DOCK BUMPERS TYPICAL O " I - - `• - -'--- , IIM -- - -- Ilrl IIUII c o _. _ - -- - -- - ----- --- - uN --- un 11. ROOF LINE BEYOND Q Q' - - - GUTTER 8x 8 ur _ 1r1 Q T FTG. I' I i i I I 1 I i1'��IyNyI m I I i i IIN II 13. T.S. 8 v 6 x /16 REMOVABLE MULLION - SEE DETAIL 16/15 & 17/A5 -L..- - __- ---- ------,!---------- ------ -IJ_-_ --_- -________Ji_____- ___ _______i^__----_____-____-J1.1-_ - - ___ ____ _------ - --------= i. ======--------y ===1� 14. YARDLIGHT MOUNTED AT PANEL AND AT 2'-0" BELOW TOP ---- -- •---------------------'---- 1- 0 0 -- - ---- - -------------------------------- ---------------------------- ---------------a28 �29 15. PAINT (P-1) w a I� Y6 '7 5 16. FLASHING - PAINTEDw o 17. "HARDITEX" SYSTEM - PNTED (P-3) ~ �r- WEST ELEVATION Q z N In 18. GLASS PANEL ABOVE IN H.M. FRAME - Z � BUILDING #167 1/16 -' -0 19. FU FURE OPENING N Uj z 20. DOWNSPOUT GUARD SEE DETAIL 23/A6 ? O wo 21. PAINT (P-2) LLL I) w m p�to 22. PAINT (P-3) 3D 2L 1 1124 F711/4" 3 7 ,/4" 1 7 ,/4" 7 1/4" 7 ,/4" � 1/4' 23• (b) #5 VERTICAL EACH FACE � � U3 A4 A4 24. (4) #5 VERTICAL EACH FACE 60 �� Q Ui z N SIM. 25. (5) #5 VERTICAL EACH FACE z ��N 21 22 25 25 22 21 26. #5 AT 6" O.C. EACH FACE WITHIN 3'-0" (6 TOTAL) TT �( 'r Coo o T , 15 15 27. (3) #5 VERT. AT OF PANEL L "�► Q o 0-t -r - - - --- T -- -- i= L- - - - Hill - `7 YL11� ua uii Inn 1 -- YL 1 --- 29. (6) #6 HORIZONTAL EACH FACE .o 0 0 1111 I NII 11111 IIII VIII I I Of nn N Nn um uu I uw N v is 301. 630 STD AT EEOLFGUARD POPANEL ISTIN 1SEo"DETAIL 14/A7 1--- �- � I � T- - _ _ ----- ---- - 32. PANEL AT BLDG. OPENING HEIGHT IS 11'-0' N -- -- _ _.._--- N - - - _ Z IIII I INTI 1111 n - I '� INI - N IIIII IIII 1111 I � � i -- 111 - -- Inl 29 IIIII IUI WI _._-- q I 00 �.i _--FIN. FLR._ a uu uul uu nu FIN. FLR. T 4-- Tc. u, - - -- ��----------- - i'WI- --- =LILL= ==-=w1-W = _ - ====J, I T/FTG. ��_______________ _ __ ___ _ ______-__-___ I II LM O G A5 NORTH ELEVATION TYP SOUTH ELEVATION � � Q o BUILDING #167 1/1s"=1'-0" BUILDING #16 ? ZD ^ P B 15 F 14 F �3 F 12 4 F 11 F 10 F 9 F 8 F 7 F 6 F 5 I A 4 A L' 6 ,/2" 1/2' 6 1/2- 6 1/Y 6 1/d' 6 1/z- s ,/z' 0 11 12 15 SIM 14 > 0) SIM. T/R - N C-)�/PL NEL a ---- - ---------- T/R YL YL iii o ii+ YL TYPICAL PANEL REINFORCING U m a �p I (`RJ� III I 11 I c"! A. (2) #5 AT ALL PANEL EDGES o -- ---_- - -- - - 11 --- n --- B. 4 AT 12" O.C. EACH WAY AT CENTERLINE OF PANEL --- - a C. (2) #5 AROUND ALL OPENINGS, EXTEND 2'-0" BEYOND FIN. FLR. -� -- -- - -- _ II - u I -- OPENING TYPICAL UNLESS NOTED oip FIN. GR. - - - 1.1 - - TT FTG. _____________Lj___ ____ _______ ___ __ ■ .aaaw.^awaaar as aw KEYNOTES 1. FLASHING 3. BU x R8 P.T.. TOP R WITHON 19132" r3/40'0 A B. AT4'-0- WITH FRIOR GLUE 4'-0. O.0 t � 6 4. 2 x 6 SUBPURLIN TYPICAL UNLESS NOTED A5 Y (D 0A5 13 12 5. R-11 BATT INSULATION 3 O1 A5 A5 6 CONCRETE PANEL WITH #4 AT '2" O,C. EACH WAY TYPICAL - �. ( 1 - SEE SHEET A3 FOR ADDITIONAL REINFORCING `J� a \ ` 7. 3/4" x 3/4" REVEAL T PLATE -.- ---- T LATE T/PLATE _ _ __ _ _-_- 7/PLATE rq _�4_29) -- - � --- 20 GA. METAL STUDS AT 2'-0" O.C. • • 9. L5 x 3 x 1/4 x 4" AT 4'-O" O.0 W17H 3/4"0 P.B. TO l lAvvg 92�� 00I ml • CONCRETE PANEL AND (3) #10 TEK SCREWS TO STUD � 10. "HARUITtX" SYSTEM �� -005 \ I - I 11. ANODIZED ALUMINUM WINDOW SYSTEM WITH 1" INSULATED GLASS 4 5 20 12. EDGE OF CONCRETE PANEL BEYOND - " o / - 13. P.T. 4 x 8 LEDGER WITH 5, 8 0 P.B. AT 2 0 O.C. WITH Vo 26 I MIN. 3" EMBED INTO CONCRETE 0 0 0 14. 5" CONCRETE SLAB WITH #4 AT 18'' O.C. EACH WAY (/7 z_ I I I I 1 I CONTINUOUS Wl'"H1N 10'--0" OF OUTSIDE WALL 15. FOOTING SEE Li FOUNDATOIN PLAN FOR SIZE AND REINFORCING \ I_ w � + 16. 2 x 10 DF#1 ROOF JOISTS AF 2'-0" O.C. W/ SIMPSON �o I I FN210 EACH END f""^0 L r'rl� , , ,- - � �l�/A"� IK-�T y,�.�r�G � Q z �t` ' I - 17. FIBER CANT STRIP -- "- z �- J - 18. GL. SM. - SEE ROOF FRAMING PLAN FOR SIZE N 19. (1) #4 CONTINUOUS a I nt I `v I I 20. (2) SIDE R'S 5/16" x 6 1/2" x (BEAM DEPTH -1") WITH zwp _ I (2) 3/4"0 M.B., TOP HOLE WITH 1 1/2" VERTIC tL SLOT W Z O to LL.� (� Q 1/4 r 33 6 21. EMBED 'B' EACH END EACH PANEL (6" FROM EDGE OF PANEL) 1 \ \ I , _Q 22. EMBED 'D' EACH END EACH PANEL (6" FROM EDGE OF PANEL) U 3 z I M � 7 .. M - - 23. R-19 BATT INSULATION (� < Uj QN 24. PILASTER AT PANEL JOIN F - SEE DETAIL 6/A6 r N -�i - 25. SEALANT Q U C) , I I Ll 26 EACH2END18TYPICALAAND LTT19WAT 6'-0" O.C.ITH SIMPSON HAT O.SBWALLGER p� aa� 27. 12' x 14' OHD 28. DOOR ARMOR - 1/8" BENT R WITH #3 x 1'-0" x 1'-0" O.C. .I 29 8 x 8 G.I. GUTTER WITH 6" x 6" DOWNSPOUT I A-4- -- 30. BIRD SCREFN W 31. 1 I I 32. 00 • •I I 33. BEARING � 7/8" X 6 7/8" X 6 1/2" 34. TOOL INSIDE PANEL EDGE TYPICAL uj CD O 1 35. 9' x 10' OHD W �--- zo I 36. SILL L3 x 3 x 3/16 x CON US WITH #4 x 1'-0" -�3" U J J T 25 -� r A7 1 -0' O.C. 9" n Co 1O - 'I .I I 37. #4 DOWELS A7 2'-0" O.C. 36" _ Q 38. 6" FREE-DRAINING GRANULAR MATERIAL O io io I 390. 3/4" CHAMFER W I 1 c0 i0 1 41. 14 GA. TOP AND BOTTOM TRACK WITH (3) #10 TEK SCREWS, Z Q 49 I TRACK TJ STUD, COPE AND BEND STUD AS REQUIRED (D { -� 42. 14 GA. TRACK I J of I 43. 6" 20 GA. STUDS AT 2'-0" O.C. AT RECESSED ENTRY WITH 5/8' EXTERIOR GYP. BD. SOFFIT m 44. RECESSED ENTRY BEYOND - SEE PLAN FOR LOCATION _ 45. BULKHEAD RETURN AT RECESSED ENTRIES UP 3'-0" AT 1° BUILDING #167 ONLY h 00 �+ I 00 46. 6" 20 G.A. STUDS A7 4'-0" O.C. CONN. TO BOLTED VERTICAL co 3/4" 3 16 2 17 7 NOTE: T/FLASHING 4T o ^ I STJDS WITH 2 10 TEK SCREWS AT EACH END •- � I 1 WALL MATCH WALL 39 34 z O # 0 -- Ilk CAP FLASHING l 47. EXTEND DOOR ARMOR TO ALIGN WITH BOTTOM EDGE OF SILL c� Z �* I - r ? z ANGLE, TYP. AT ALL DOCK-HIGH DOORS - SEE DETAIL 23/A6 00 1 / ."' _ SLOP _ '{ o ' i o 0 1 48. (6) #5 E.F. CONT. WITHIN 2'-0" OF OPENING. ALSO �/ •� OI z_ �_ - A7 FUTURt OPENINGS m m \ 1 - 41 - �I� •: I m m I 49. (3) #5 AT WITHIN 1'-0" M Q z 1. 50. #4 AT 1 -� O.C, 24" V 4� 9 6 .1 13 �.I � o a io v 1 I to - I- 41 - I m m 12 27 a I 49 51. #4 AT 2'--0" O.C.,, 24" 12 F- N 2- N N I I O • - F Q v N o - `O -� 1 I \ \\ 5 13 1 1/2�� I 3/4"I a -- • 9 CLR. CLR.! to I I o .I CLR 2' I . I_'� I \\ - i \ 49` I :� VARfES - --- 12" O I G N N I r' \ N • � � I I i ------ 28 N • v y 48 04 46 \Q48 4s • I • \ 8 N 9 vvv �v �� .v 39 34 m � V 23 43 3 cD mn - `\ o � ... v , N �ov ` \ 43 1 41 \\ z co= N \ p F-r, 41 o � Ld - -- 35 12 wo-u-L _ - ----- - --La-_j ;� Q u o ., 3.4 DOOR ARMOP, A6 41 it 12 II 1 W A4 II 44 I II 000 o II 11 II II 11 I II 44 � o - --- v 0 II o 0 1 II 0 o `� 1'�I - I in - 'I o II 0 _ g - 16 A6 Ij II 1 I I I II 3A 1 I A6 II II A4 I A- - ---------Tires I 1/ �-1 ---- - 4F ' \S"7� 45 II C28 I I c, '- i I 10 23 II o I I 3A I I ,Y7 ` I I I v A4 I I �`'� 0 l i I I-�� a I I a Cr,7 cl.�:. I j I 50 / 14 17 50 14 37 14 14 37 ff'�ii 21 I I A6 I II I 47 V t A6 ' it 19 g I \ DATE: FIN. FLR. I FIN. FLR. _ FIN. FLR. `1 FIN. FLR. --- 4--16-92 oDRAWN SOB w m 11a of is i 19Lw CHECI j 19 I I 8R� 3 9 B K I - --- ----_ II - -- GRWKED BY: y 38 51 / Gila I• 38 51 I 1 38 11 , I 38 b I I II REVISIONS: I,I I I,I I I II I I a 24 I � � 24 I ( 7.4 I 24 1 II o21 I 11 III--III I 11 III--III I I III-•III FIN. GRADE I 11-\LI-I { =III= 15 1 ! , -III= 15 21 I 15 i I-I I I III-I I 1 z l l-I I- T FOOTJN'G I I III=III- T/FOOTING I I III=III- T/FOOTING I I III=III= T/FOOTING I I 15 _III-III VIII=I I III I I I I=1 c III�III _ _ _ � __ 990. ALL RK1HS5 RfSERVEDATES,P.0 3" CLR. 22 I I I I I I I I I I I I I I I I I I; 3" CLR. 22 I I I I I I I I I I I I I I I I I I I I; -. 3., CLR. 22 22 3.. CLR. �,IIIAp . � s W 1 I 71'�-I 1 i-1 11 W I 1 1 1-^1 1 1-1 { I fir, I I I I I�I I I-I 1 1 I I { 1 1 1 I l t -t t yy �"WRMN ANY PERE of w/FXCM�sA TME _ _ SFIEE 7 WALL SECTION 2 WALL SECTION Q 3 WALL SECTION Q 4 WALL SECTION A4 AT WINDOW SIM. AT O.H.D. ON GRADE 3/4"=1'-0" ! A4 AT STOREFRONT BUILDING #168 3/4 'rt'-0" N A4 AT DRIVE-IN DOOR 12' x 14'i 3/4"=1'-O" ,!� A4 AT DOCK-HIGH DOOR - 3/4"=1'-t7" .� A4 OF 7 JOB NO. 16655 SW 72ND AVENUE ^45 SNI DLIPHAM P001) 292039 AS SUBMITTED FOR BLDG. PERMIT 4-16-92 1 OF 16 IF THIS DOCUMENT IS LES "t�I Ilr III III III 111 IIII LI 1111111 VIII I fj1 IT iII Ilr III r r III Ilr III tlr II III (IIII VIII III III 1111111 III III I I Ilijlll'III I I III fll III III III III III I ! p r� r LEGIBLE THAN '1'1115 NOTATION, �-- LL I I � I II I � I � I� �`, , QPI��L G� � �94 1 1 2 3 4 5 6 1 No.JE O:m-:.. I'I' IS DUE TO THE (� lAL1'IY QF 1 f I TILE ORIGINAL DOCUMEOT. - _Z111 -- II - s�z s>G `` cE siz Z �1111 �ztill,111- Gi o1z 8t gt tt et 4t r[ [ ` zt [[ ee ` ! ` 9Lin IIIIIII�IIIIIIIil�llll lllllllll llllllllllllll� lll llll� IIIU��III�III' IIII�IIII�IIII�IIII III1�1il1 llll�llll llll�ll IIII�III IIII�IIII IIIIIIIII IIIIIIIII lllllllll_Wllll llll�lllllUllllL 111ll1111 I i i 4'-0" PLYWOOD SHEATHINGB.U. ROOF ON PLYWOOD - - w �- 8" ----- SIMPSON ST12 AT 4'-0" U.C. SHEATHING ROOFING OVER PLYWOOD - - -3/4"0 KWIK DOLT II WITHSUBPURLIN TO TOP PLATE -- M! WASHER T'�P. MIN, 4 3/4" EMBED OVER PLYWOOD �--GL. BM. SLOPE SEAT AS ZZ, 1 2 NAILS (N SUBPURLIN REQUIRED OR SHIM TO B.U. ROOF ON PLYWOOD --SIw1PSON SA36 ACROSS + --- + �" INTO CONC. PANEL / ( / 1/2 NAILS IN TOP PLATE) ASSURE FULL, FIRM BEARING I GL. BM. WHERE_ NOTED ON ['-- ,,�- -----PURLIN - SEE PLAN FOR x I + ,i- '�,ZE AND LOCATION --4 x TOP PLATE P.T. WITH �+ t I}'?" AT BEAM SEAT NAILING AND STRAPPING PLAN _ 3/4'.0 A.B. AT 4'-0" O.C. + ' - - - .-F' T. 4 x 14 LEDGER (5 EMBED) �. -_=-- - -PURLIN - SEE FRAMING PLAN =- -'; - - � - -- 'k- -- -- --- --- ------� ! O O // WITH (4) 3/4" DIAMETER M.B. ( -GUTTER 8 x 8 0 0 3" VERT. SLOTTED HOLES UNLESS NOTED ON RLD'G. 167 - GRID 5 I DRAWINGS w • I� BLDG. lE8 - GrlID F _ _ -- - (BOLTS AT BTM.) -_I- - \ - ---- C A LED"`GER ELEVATION - ° II „ _- I -BASE R 7�8" x V-6" - --SIMPSON ST6236 EA. SIDE v , L -SIMPSON F26 EACH END I I 1/4 LINE VB BRACE AT PURLIN Z ,000 tA\ .1 OF SUBPURLIN I I 8" DIAMETER STEEL PIPE - -� LINE A7 COLUMN AND AT PURLIN �� W COLUMN AT CANTILEVER, SIZE AS REQURIED 0 I,.I o I FOR GL. DM. w Z N _ AS 1 CONCRETE PANEL 5/16 �� fl- GL. 8M. _ a) KIA'1r: BOLT 11 (BY ° i -- FRAMING PLAN OR SIZE L SPECIAL 1NSPF.,rION) -- E ROOF R-1 I BA T INSULAI ION ° I• ° - AM AS 6" x 6" D.S. NECESSARY TODAP TOP EACCOMODATE Z O l ---PURLIN -- SEE PLAN FOR I HINGE CONNECTOR W o � m6r- � SIZE AND LOCATION a 'n I O) CONr,RETE- v , q 3 Z PANEL - U Q vi N ----- T. 4 x 14 LEC!:ER to Q cV ri SUBPURLIN CONN. AT TOP PLATEr3' TYPICAL COLUMN CAP Q a HINGE CONNECTION 5 PURLIN TO PURLIN CONNECTION Qv 1 A5 1 1/2"=i'-o" A5 3/4"=1'-0" A5 3/4"=1'-0" A5 3/a'=1'--0" 1B LEDGER BOLTING Q CENTERLINE OF FTG. - STOP REINFORCING EACH SIDE Ld A5 + IF LESS THAN 6" TO EDGE OF CONC. LOCATE 1 1/2"=1'-O" ,� OF JOINT. EXCEPT AT ---CONCRETE WALL PANEL F-- STRAP BELOW ROOF --COLUMN BLOCKOUT 00 EQ EQ f FILLER STRIP, EXTEND Z 1 1/2" / 2'-0"X2'-0" 18" [jEYUND JOINT W -- PLYWOOD SHEATHING N -STEEL COLUMN, SEE PLAN 1 II -CONCRETE SLAB WITH 0 SlMPSON ST2215 STRAP TO I \ -----5" CONCRETE SLAB FIN. FLR. I N4 • 18" O.C. EACH WAY 8" 6" w PURLIN AT 8'-0" O.C. '- I C (1/2 NAILS TO TOP PLATE INSID # OF REINFORCING BARS _ -R 3/4" x 14" x 14" W/ (4) WITH #4 ® 18" O.C. E.W. - - - -. _ UT WITHIN 10'-0" OF - 1/2 NAILS TO PURLIN) VARIES - SHOWN FOR ci cv WITHIN 10' OF CUTSIOE WALL --`----"- OUTSIDE W',LL -] O NOTE: 1'-0" ;:'i0E !N� CLARITY ONLY w 3/4'0 P.B. - p� �� \ (CONTINUOUS THF'U JGINT) I C5 �ERTEU - -----o .- _---- ---�� ^ N _ L I OR EXPOSED METAL STI PS - - - VARIES-- - w - AND 12'-6 O.C. .� �: W CAP SHEET OVER AL -- - -k - -----__-CONTROL JOINT ON GRID LINE °! TOOLED JOINT s ° , ..y. -#4 DOWELS (3) PER PANEL Z O PRIOR TO ROOFING • 1 L•' I LEG (2'-0" O.C. • II • - M v PLAN / 2 SOLID PANEL) 12"�- ° 1 -CONTINUOUS CLEAT `t 3 16 COLUMN, SEE PLAN - q I � I� N -,�- STEEL BASE PLATE / " 36" I1 \ • • • • • • • // 4' __ _ _ _ SH'41 SPACE - � o m 4 x P.T. TOP PLATE _ _ _ _ _ _ _ _ _-- ____ _ 41 8 1 m � WITH NON-SHRINK GROUT COARSE GRANULAR BASE I Q a WITH 3/4"0 A.B. • • • • • • • > A6 "1 Ln L AT 4'-0" O.C. COUNTERSUNK -10 9LOCKOUT. GROUT FULL WITH MINIMUM 5" EMBEDMENT i - .- !� 1 1/2" � 3/16 CONCRETE FLOOR SLAB KEY JOINT CONTINI'OUS d CLR. ^ 3/4" CHAMFER - - -- SEE PLAN FOR THICKNESS A��+�-p T A� `-- �- COIY�71 fIUC 1 ION JOINT IACHDPANEL,T6E FROM ND, •_ PURLIN - SEE FRAMINU PLAN AND REINFORCING l Nvr--- SHIM AND GROUT FOR FOR SIZE AND HANGER OUTSIDE FACE OF I T_FTGLr REMANUFACTURED ZIP-STRIP PANEL EDGE - ,' . .I,...; -�: '- - T FULL BEARING CONCRETE PANEL -GRADE BEAM CONCRETE PANEL '.;. • ° ,�:.....:., EMBED "D" AT EACH END, U m 1 :;.. . .:. T. r- =� �•� 1,-�,, • • PANELEACH PANEL, 6" FROM _�° - - - - `t-----. • . .: . T/FTG. - / OUTSIDE a ' V ,•: - -FOR FOOTING SIZE - SEE s PURLIN CONN. AT TOP PLATE U --FORTSIZE SEE PLAN of FOOTING SCHEDULE AND M FOUNDATION; PLANS A:'� 1 1/2"=1'-0" sEcrloN �ONTI�OL JOINT ._ ----REINFORCING B - �,�C .-�---CENTERLINE OF FTG. AT A SEE FTG. SCH. LR CENTERLINE OF PANEL DlM9N5I°N5 , TYPICAL PANEL !_EG REINFORCING 8 COLUMN T O FOC�1"IND CONSTRUCTION CONTROL - B=1/2 PANEL THICKNESS + �" Q 9 / JOINTS to PANEL TO SLAB A5 SEE EMSEL' ANELLSLEVATIONS FOR REINFORCEMENT 1 1/2"=l'--0" A5 A5 3/4"=1'-0" A5 3/4"=1'-0" 1/4 - (2) #5 AT 4" O.C. _ - 1"' S.. 4.. 5 . ZC )1/4 R 112" x 6" x 3" cv EMBED 'A' \_ A \ - + -- - CONCRETE PANEL -- - 1/4 J � cv -EMBED 'B' v I I U o \ \ �` I CONCRETE PANEL rn =1/4 (2) #5 AT 4" O.C. \^ -L 2" x 2" x 1/4" x 6" 11473 Y 2 n EMBED 'A' 4•• EMBED 'B' - ^ _ c EMBED B' J o z - ------ _---_- ---- --NELSON STUD BELOW -------- ------ - -L2x2x3/16x4" EQ EQ �EQ IQ N CUNNE( TJON 'C' \, ' PLAN _ INSIDE FACE � � I --- - - I 1 114" L8 x 4 x 7/8" x 12 I EMBED 'B' `� 'T NELSON STUDS BELOW 1/2" ,--1 112" -- I I Of w I -1 ----- — ————— - 1 4 ---- I - ----- -- - --- -- ----- --- ---- -- I R 1/4" x 4" x 4" �-- O -- U w O 112 x 5 x 16 I I 1/2" 0 PUNCHED HOLE ELM M WITH (4) 3/4"0 x 6" \ II r - SEE DETAIL 4 A4 - HEADED NEl_SCPI STUDS _ - - - - -- CONNECTION C' BEND LINES _ / 1�4 OUTSIDE FACE ^a A h OR TYP. SIDE �''S 1 1/4" � � 5' 0.C. BACKER ROD � ^� I I -- �� AND BEARING L8 x 4 x 7/8 x 8' _ 1 _ ^ >- R \ 1 1/2' CLR. �_ .__ � L� � � � ---- _-- - 1/2' -1 1/2' CONCRETE WALL PANEL / EACH PANEL ALJ TYF• SEALANT 04 3/4" MAX. AI 3/4" CHAMFER TYP. r -- 1/4 -1/4� BEAM CONN. CO 1/2" MIN. ----BACKER - -- r,\�\ C.;•� ,� CONCRETE WALL _ A5 NOT AT PANEL JOINT DACKtR ROD ,,,•,� A 1 1/2"=1'-0" —SEALANT - �' 112 x 5 x 9 EACH -(2) #5 x 9" PANEL W/ (2) 3/4"0 x 6" NOTE: PROVIDE CONNECTION AT 1/3 POINTS _ R 1/2" x 3" x 9" 1/4 HEADED NELSON STUDS 19 / _- ----ROOF HATCH Tu 1'-0" BELOW LEDGER UR TOP PLATE 3/ MAX. / ;" 3 4" CHAMFER 7YP. A5 ----_ ._ (3) CONN. RFOUIRED NOTES AND INSTRUCTIONS: _ - ------ E 1 f= WALL PANEL -- I 20 NO i E: PROCEDE CONNECTION EQUALLY WELDING STEEL REINFORCING; MISC. STEEL FABRICATOR TO VERIFY PERCENTAGES OF CARBON SPACED, A7 4'-0" O.C. MAXIMUM AND MANGANESE PRIOR TO FABRICATION SUBSEQUENT TO VERIFICATION. WELD REINFORCING !N T� 3'-0" ABOVE FINISH FLOOR 1.0 DATE: ACCORDANCE W/ ASTM D1.4 W/ SPECIAL ATTENTION TO ELECTRODE PREHEAT AND INTERPASS TEMP. SECTION _ / �a PANEL TO PANEL CONNECTION 3'-0" BELOW LEDGER OR (TOP PLATE) 4-16-9-2 n WELD EMBEDS/CONNECTIONS �12BEAM CONN. CONCRETc WALL ¢ I - - -- / A5 NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 3"=1'-O" " I -ii -SEE EMBED DETAILS 15 OUTSIDE CORNER CONNECTION DR Y: q5 3"='i'-0 5 AT PANEL JOINT 1 1/2"==1'-0" N �- -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL A5 BK NOTE: -SEE PANEL ELEVATIONS FOR REINFORCEMENT AND THICKNESS 3"=1'-0" ^ 3/4"0 RUN / -SEE EMBED DETAILS CHECKED BY: --EMBED � 1/2" x 3" x 9" o BENT -TOOL ALL INTERIOR EDGES OF CONCRETE PANEL DRW c; I WITH (2 112-0 x 4" WELD 0 3 8" R 3" x 2" x E" -- - -- STUDS. WELD T.S. IN PLACE \ / _ ( ~ BLOCKING REVISIONS: WITH 1/2"0 x 3" � i I �- OVERHEAD DOOR AT SIMILAR LAG BOLTS TO ��- ROOF FRAMING I I TOP OF OPENING CONDITION SOLID BLOCKING 4'-0" O.C. MAX. \ I I 1 1 3/16 - TS 6 r 8 x 3/16 SPACING - - to00 / I I I a SEE DETAIL 16/A5 FOR ,^o - - - - - m � --TS 6 x 8 x 3 16 ��. - BLOCKING ® - - 0 � I I � CONNECTION TO STRUCTURE � �- -_ I I I I ^ z LADDER CONN. CLR. ELEVATION AT HEAD --- - ---"--"- r DOOR JAMB, ANCHOR PER Ei o TO MEZZ. .o MANUFACTURERS i ROOF HATCH WITH - RECOMMENDATIONS m m LADDER T ^ RIGID INSULATION t �- ROOF BEYOND _ �,- _ ----- --- I I -BENT �' 1/4" x 2 x 11" \ 2 x 6 TOP PLATE I I JAMB AT T.S. COLUMN � -- - - 2 -=-- - 1 I ROOFING SYSTEM - I SEALANT BED � � I �_`_ N ;� 2 x fi CLD. JOISTS- STC " r TO !A5lOgA?ES,P C OVERHEAD DOOR AT 1'-4" O.C. WITH �� - '- I I 3/4" PLYWOOD DECK o SIMPSON �T AT 2'-0 O.C. ®I All R MT3�,� 7•' SLAB AT DOCK-HIGH DOORS, � �/4"0 RUNG 4" CANT I S'AGGERED -SLAB PANEL (1'-0" 3 4" CNAMr[R- 7 Iik Pc(w�5 / FLAT BAR RAILS ROOF SHEATHING 1 T� �EP►Fo ABOVE •O '•" I \ �I PROR PEONM S�iliE BELOW SLAB) AT ON-GRADE ++ - wa worm K usEn n Wl 10'-0" HIGH ` 3/4" x -5/8" TYPE 'X' GYP. 09. - - � DOORS � i�•�� !t o 2 x fi STUDS AT 2'-0" O.C.---�. _ - - - SHEET ELEVA?IG''J AT SILL _ _ _ ---DOOR ARMOUR, SEE DETAILS WITH 5/8" TYPE 'X' GYP. BD. `�• -� 3/A4 AND 4/A4 \` -----(1) 1/2"0 EXPINSION ANCHOR 2 x 6 P.T. PLATE- ----� it - - SUB-PURLIN 2 2 x 6 TOP WITH P.Q. AT 2'--0" O.C. ,, O 0 PLATE t• (2) 2 x 6 W/SIMPSCN U26-2 -----------CONCRETE PANEL R 3/8" x 2" x 3" � HANGER EACH END TO PURLIN -_ WITH 1/2" P.B. WITH 65S8" TPE TUDS AT X' GYP.BD. 2'-0- O.C. A5 PIAN - FIN. FLR. EACH SIDE JAMB AT PANEL I 18A ---- - 18B ----- OF' i -- OPENING SIZE _ -- _ - ---�--. --- _ JOB NO. ,s T.S� CONNECTION AT SLAB PANEL617 ROLLINta SECTIONAL DOOR ACCESS LADDER � , `� ROC>F HATCH DETAILr2o ELEC. ROOM WALL TO ROOF BET - , I Il +,vrrn,� 1 1/2"=1'- 0" A 3 - 1 0 sw nl_IFiHFar1 h'oFau A 3/4'- 1 0' ao � 3"=1'_p" 292039 1 of 16 AS SUBMITTED FOR BLDG. PERMIT 4-16-92 3 4 5 S 7 S g -�- ' IF THT& DOCUMENT IS L13S3 +� tl'I III 'lll III III III III 'lll III Iii III I I 11 rr �1" rll ill III III III III r1171 II III III III iii iii III Illli III IIII � 'IIio II III III IIIIIIIII III SII I ,.)� - t �r�r�r f I LEGIE3I,E THAN 'rues No1'nTlov, I 1 12 I�_�._IMI�_ I I_1-_I__ I 1 _I I I_..-_1. I 1- 11 I �� APRIL �3 1994 IT IS DUE TO THE QUALITY UI' - - -- - No 36 a_'�...;. TIIE ORIGINAL DOCUMENT. 97 s t ti I 9 I6�t £rillillif, �i �8 ii lilllllll II IIII IIIIIIIIIlIIIIiul�I,,,, 1111111'lalihIL1luiuullllillllliilllllllllllllll llliili iiillllll llil ilii liill� `.' ---METAL STAIR SEE DTL. 3/A6 - -----1 1/4"0 STD. PIPE, - - PAINTED, I YPICAL --- 2 x 6 TOP RAIL w CLR. -----T.S. 8 x 6 x 3;16 -------------- C10 x 15.3 - 3' x 7' HM DOOR TYPICAL G 6" _ (6)T O 11 = 5'-6" _ ------2 1/2" CONIC. SLAB OVER ,,---4 x 4 POST, TOE NAIL END 1/2" CONC, SLAB OVER 1 1/2" 22 GA. TYPE 'B' - _ _ POST TO WALL. WITH (2) 16d n 1 1/2" 22 GA. TYPE 'B' METAL DECK NAILS AT 16' U.C. METAL DEI.K 3_8 ONCRETE FILLED 6"0 I -HM DOOR --- -2 x 4 RAILS WITH (2) 16d - PIPE GUARD POST _ I - - ® SEE DETA11. 14/A7 --- NAILS AT EACH rOST 1U MC10 x 8.4 S -] L 3 x 3 x 1/4 W/3/4"0 a, 4 STRINGER- - - - __� P.B. AT 2'-t,)" U.C. w F ---- -2 x 4 KICK . Z (2) REQUIRED C� 4 x 4 OST 5 188 _-�_ cD _ _ (LOCATE P.B. AT CENTER ---SIMPSON H3 * BLOCKING O U N -- A6 OF ANGLE LEG) ��, TOP & BOTTOM _ -LADDER TO PLATFORM T H AI �' BLOCKING O- - j -� AT 8'-10"i A.F.F. SEE 16/A --] --THRESHOLD O DOOR / —Aj92 PLYWOOD DECK ON 2 x 6 a C. OST 7 . n �-- -SAFETY CHAIN -- ----- _I / - -- - I I 1 _ —i T/SLAB AT A:q -- -- - ----------------- �� + O 3'-6" HIGH GUARDRAIL1 ------------ -- ---------- DOUBLE 2 x 6 RIM JOIST V-.0 LW L J o --- — - .. — L._-.J L J - ----- (2) 12d TOE NAILS EACH z w of -----� �-2 x 6 AT 2'-0" O.C. I PRECAST STAIR TREAD WITH df5 C-4 ry 0� I W/5/8" TYPE X' GYP. BD. v --- (2) 1/4" x 2" F.B. EMBEDDED INTO u J =__� 3 x 3 x /4 AT --- - END OF BLOCKING w Q Z (nom ON INSIDE, FIRE TAPE TREADS OVER STRINGERS AT 30" O.C. --tI ==D ALL LANDI G EDGES L#4 o -- - z1- -T.S. 8 x 6 x 3/16 u -__ '�. FACE OF -- 36" w -2 x 6 BLOCKING EACH SIDE Z�o =__ , .,_ T.S. 4 x x 1/4 W/1/2" CONCRETE WALL O 2'-0' O.C. TYP. OF POST n z --- -2" PRECAST 2 1 2"0 THROUGH BOLTS ry ��--- ---LADDER TO ROOF ® CONC. TREAD 3 8" CAP PLAAEE PLATE AND 36 ) / `Z ^ W a W O ' - SIM TO LADDER a --- ON L2 x 2 x / ., W/WASHERS EACH SIDE V+h, U�0 to SEE 18/A5 O.H.D. - 3/16 - 314"0 HIL TI-KWIK BOLTS u — V - 4 �' W/3 1 2" F_MBED `_ 2 x 6 BLOCKING EACH SIDE Z�' --- -GOOF SCUTTLE SEE 19 �A // A6 I LATE 1/4` x 3" x 3" WITH I �L " �, OF POST N 18A / 5 1 1 3 4"0 HILTI KWIK I I - - ----V-0"0 x 1'-0" CONIC. FTG. T 4 x 4 P -/ < U 0)w M J ( ) / f BOLT TYP. OST ,.�( O�00 �-� ---PROVIDE CAP PLATE L J TOP VIEW Id Q 4�.:n ELEC TRIC ROOM PLAN Q ELECTRIC ROOM 3 METAL STAIR S«�T!ON ' A6 TELEPHONE EQUIPMEN T ON MEZZ. 1/4".1'_p" I �'�`___'__, Q 4 STAIR TO WALL CONN. Q 5 GUARDRAIL DETAIL rg--� METAL STAIR PLAN Q As ,/2„=,'-D” As , 1/2"-,'_�" As 3/4"=,'-D" < w I I--- TYP. (2) #5 HORIZ. 16 co vi A6 -ALUM. WINDOW SYSTE1d FL�T'JRE 3 1/2" METAL /� T- E (ADDITIONAL AT PANEL I Q — (4; *80 2 x SCREWS WELD AT L FURRING AT 2'-0" O.C. V POUR IN PLACE PILASTER OPENING EDGE) ;n It 7 UP 4"-0" - TO PIPE COLUMN �� , (5) #5 VERTICAL WITH STD. #5 VERT. FROM PANEL �,�- 6" METAL FURRING r O y A 7 2'-0" O.C. ,�( 0 -HOOK AT FOOTING FLASHING- "V � 22' , -�!3 TIES AT 8" A5 -- \ - ---- #3 TIES AT 8" O.C. 6 ----- - FIELD BEND BAR W OR ____ _-_- - - __ �----CONCRETE SLAB 18 GA. TOP TRACK CONCRETE PANEL (� O --- -- -- --- ;1R T.U. PANEL TYP. - REINF. _ -- ��- FUTURE GYP. BD. Lr o _ --o_-__ o VARIES, SEE ELEVATIONS -_ _.._'__'_' ___'__ _ --#3 TIES AT 8' "HARDITEX" 4"0 DOWNSPOUT T- co I • • ell �r SYSTEM 1 1/2" DIAMETER PIPE 1 �� i I I�� I ' COLUMN AT 4'-0" O.C. ( FTG. ___ VERT. PANEL R.E1NF. , c' m • • ( / WALL --- SEE PANEL ELEVATIONS -^ GRANULAR BASE ` SET IN EPDXY S/8" GYP. BD. '------- O -------'-- I —T.U. PANEL TYP. - REINF. (t^ -- 6" 20 GA. METAL STUDS 7-WINDOW SYSTEM IL • • -- • --- -- VARIES, SEE ELEVATION x AT 2'-0" O.C. Aff- BATT INSULATION � �"- • I M FLASHIN d (�� 21 /--—2 1/4" DIAMETER x 8" CORE 1' 6" ---(4) #5 TOP & BOTTOM i —(4) #5 VERTICAL WITH STD. � - � ,� A6 DRILL HOLE EXTEND 2'-6" INTO COLUMN c 24" I I \ L HOOK #4 INTO PILASTER I HOOK AT FOOTING 3" CLR. 7 FOOTING cr 5 #4 12"1 - I I / 1m TYP. EACH END I > � AT 16" O.C. � I U 4 -#4 AT 12" O.C. - - SEALANT Q �STR1P FOOTING - SEE PLAN •i � z i �_; 4"¢ DOWNSPOUT OVERFLOW #4 CONT. I AT � PANEL LEG I v As T U SLAB JOINT Q , T.U. PANEL JOINT AT CORNER _ Q e SLAB TO FOOTING s BULKHEAD WALL DETAIL ,o INTERIOR DOWNSPOUT _ 1"=1 -0 to A6 BELOW SLAB 1"=1'-0" A6 3/4"=1'-0" A6 3/4"=1'-0" A6 BUILDING #168 �- 1 1/2"=1'-0" o_ FACE FINISH G�P. BD �- - i "HARDITEX" SYSTEM _ R-19 BATT INSULATION - -- 1 1,'2"0 PIPE COLUMN BELOW 6" METAL STUDS l 6" METAL STUDS -SILL BELOW v I R-11 BATT INSULATION ,J CONCRETE P,;;JEL / SILL BELOW 1/2" - �- CONCRETE PANEL WINDOW SYSTEM Q /," -':ALANT WINDOW SYSTEM �� - 3 1/2" 25 GA. METAL STUDS W SEALANT ---- AT 16" O.C. "HARDITEX" SYSTEM - SHIM SHIM - -SEALANTJ CASING -CORNER BEAD D L -- -- - -- - _ --- 1 1/2"0 PIPE COLUMN BELOW WINDOW SYSTEM i WINDOW SYSTEM INSIDE -FUTURE GYPSUM BOARD -FLASHING AND SEALANT -1 1/2"0 PIPE COLUMN BELOW J CASING BEAD rv)`�WINDOW JAMB SILL � WINDOW SILL is WINDOW JAMB WINDOW SYSTEM 3"=1'-0" A6 OUTSIDE CORNER 3"=1'-0" A6 INSIDE CORNER CORNER BE;.D WINDOW HEAD -BIRD SCREEN ,•-1 TS 6 x 8 x 3/16 ; A6 3"=1'-0" INSIDE FACE a'--p" SEE DETAIL 16/A5 FOR /IN OF CONCRETE - _ - _ ---- -._-` / . CONNECTION TO STRUCTURE /�'�� -- �' 1/8" x 3" x 5" W/ (4) 1/2 PANEL BEYOND -1- 10 TEK SCREWS A F TRACK WINDOW SYSTEM 18 GA. TOP TRACK) �� -EDGE OF CONCRETE { ` DATE- PANEL BEYOND �- -FUTURE GYPSUM BOARD -- - ' 'HARDITEX" SYSTEM ON 3 1 2" WINDOW SYSTEM 25 GA. METAL STUDS / 4-16-92 BOTTOM WEEP R-19 BATT INSULATION �� .=LASHING AND SEALANT P.T. 4 x 8 LEDGER DRAWN 87' --'' �� FLASHING AND SEALANT _�--6" METAL STUDS DOUBLE 2 x 1 i w BK C� CHECKED BY: OC. WALK i p W SHIM . - 29: MAX. J 2 x 4--- ' i/2., --- ----- DOOR JAMB, ANCHOR PER - _GHT REVIS!SNS: I MANUFACTURERS -CONCRETE SLABHARDITEX" SYSTEM TO 4"0O TES'IDEOWVERIFY LIHElGHr RECOMMENDATIONS 6" METAL STUDS �� , ' AND FINISH OPENING n WINDOW SILL AT SLAB Q (� - --- 11/2"0 PIPE COLUMN �� i FUTURE GYPSUM BOARD � i^ \` i WITH OWNER �- O.H.D. OF SLAB - "HARDITEX" SYSTEM As 3"=1'-0' 4"0 INTERNAL DRAIN - 1 1/2"0 PIPE COLUMN - 1/2 OF 8" T.S. 8 x 8 x 3/16 x 2'-6~ , " 619� DOWNSPOUVOVERFLOW DRAIN Q 20 WALL AT MULLION ,s WINDOW SILL /� ,s HARDITEX BELOW SILL �-- 6" x 6" DOWNSPOUT ABOVE A6 OUTSIDE CORNER 3/4"=� -0" o, A6 3"-1'-0" A6 3"-1'-0' - 3"=1 -0 A6 BLDG #168 -- ----DOOR ARMOR TO EXTEND tO "HARDITEX" SYSTEM I I �II /`�- BOTTOM OF SILL ANGLE A -�� 1�.---6" METAL STUDS M�/ CO C.I. UP 6" r- �.H. DOOR /'--- 1 1/2"0 PIPE COLUMN 1 I L3" x 3" x 3/6" W/ (2) „LLz� T ATISPC r L--- --- - 1/2"0 P.B. -- - - Rn a SLAB I 1 •.� SILL ANGLE pm e CONCRETE PANEL - -SLAB POUR THRU AT DOCK PRgR WRMIN P ON OF u/SA .rJ I �� qD I \ HIGH OPENINGS SHFFT hl I/ ►n �J� ��•,, ---s" x 6" DOWNSPOUT -- --,1UWNSPOUT GUARD A 6 � --FLASHING ry --- -- ---6"0 C.1. OF 7 21 "HARDITEX" AT SLAB 22 DOWNSPOUT GUARD - __ 23 DOWNSPOUT GUARD ELEVATION ^�+ 16b`�� W j:3hID HVEhUJE- A6 -- - - J013 NO. `.24'i `;1�1 nUF±F1FD ROAD "2'=' - AS SUBMIT r'ED FOR BLDG. PERMIT 4-16-92 292039 1 c OF 16AN ��.�.....,.......�..�,�, IF THIS DOCUMENT IS LESS frt III III Ilillll I�I�III III Ili III III I IrITT iTi TT' FIT III Ili III I 1 III III Ill 11T II III Ill III III III III III I�I III III I Illllli ISI Illili III lilllil 111 I1' II7I1 I 1 , LEGIBLE THAN '!'HIS NOTATION. L_ I 111 ( I I .�I -I----I=�� -�/��I I I �� I 16 - -- 17 I S I I --�U�I 11 - �. APRIL :.3 10194 a --� QUALITY OF A- --- N.35 �p"••z_,�... • i I7' IS DUE TO 'THF, - --- -- THE ORIGINAL DOCUMENT. r---- --- S e��Z 8Z LL PZ Z F1111111-11111 FZ111111111 -111 Z TZ O�Z 8I Sri LI 1811 4I 6T SiZL11,11111 tt IST ITB 18 L ; 99 ti IZI,IIIIIIIII IIIIIIIII III Illl II Illllllllllll1ll Ilullll!Illlllllllilllu► IlW11ll11ll11Wllluuilullull lullHl.11 l�ulillllll�lillll l�l1I111IIIIIINIIi r , --- GL 5 1/8 x 13 1/2 COLLECTOR JOIST 11 -'7" TYP. 6 11 7" TYP -(2) #5 6 4" A7 A7 � ,--- -- - - -_ 1` ----- -- - - ANGLE S REQUIRED UNDER - -- - -- -POUR IN PLACE PILASTER O • 0 `�'i I _ --L4 x 6 x 5/16 x 1'-5" 2"^ 1 1/2" 2" GL 5 1/8 x 13 1/2 UP 4'-0" T w a - W/ (4) 7/8"0 M.B. — 4r I COLLECTOR JOIST -(4) #5 VERTICAL Wf.H STD. � [] -- - - I _--_______-- A T 4 112" O.C. _- 1 + INSIDE I OUTSIDE HOOK AT FOOTING - _� -- - (2) R 1/2x5" x8" U - -- - W/(2) 3/4" x 4" N.W.S. - ? 16 X13 TIES A T 8" O.C. - cc 1/4 X—-T.U. PANEL TYP. - REINF.6 #4 AT 1'-0" O.C. -L3 x 3 x 1/4 x 1'-1 1/2" TOP VARIES, SE ELEVATIONS a ,v !, _Z AND BOTTOM WITH (2) 3/4"0 I • i . �L�.J w o -- 1-��---- - M.B. EACH ANGLE TO BEAN W -� ) #6 / / 1 1/2-- + + AND (3) 7/8"0 M.B. -- n �o LAJ 16 3 EACH FACE cv 1 1 2' A. .................... 2„ 3" 5,. 2" TO COLLECTOR.OR JOIST • • ;.,� i -•i + - _ Zz t��rn 16 3) #6 EACH FACE WALL p Z T ,, 17 T LAB I v;: a A7 00 ;" UCQ1 9„ -- -- L'" J Z W o LAB L E L....i------ 6 wo - of Q 0 L 17 SECTION o 0 0 a N :� V� °°o 45'-0' _1 2'-6" ) HOOK #4 INTO PILASTER 2 C TYP. EACH END C Q of 0 ELEVATION SHEAR WALL (12" THICK) Q 2 SHEAR WALL (12" THICK) � Q 3 COLLECTOR JOIST COLLECTOR JOIST Q 5 T.U. PANEL JOINT a � /47 BUILDING #?E% 1/8"=I'-O" �7BUILDING #168 1/8"=1'-O" �7AT PANEL JOINTS WITHOUT GLU-LAM BEAMS 1 1/2"=1'-0" 1 1/2"=1'-0" A] BELOW SLAB AT BLDG #168 1"=1'-0" ,n LLJ co j W W l� 1 4 Ir- 1 nnn 1 4 1/2" RET. U � u • 3/16 Q —(2) #5 - - 3 16 �R (4) x " x x 1 N. O R 1/2 x 7 x s --- W/(�+) 3/4" x 4" N.w.s. CONCRETE PANEL W,/ 7" GAGE CONCRETE T.U. R 1/2 x 5 1/2" x 12' WITH �~ (ABOVE AT BUILDING #168) __ • �� _ PANEL WITH 2(2)13/4A0Hx - - - PANEL (2) 3/4"0 x 3 1/2" NELSON f _ LLJ 2 5 AT EMBED 1" 1/4 - WELD STUDS �' 1/2" x 9" x 9" Z � Q • ( ) # 3 1/2" NELSON WELD STUDS R 1/2 x 5 1/2 x 12 EACH � U0 O RETURN 1/4 1 1/2"`�l 8' SEE DETAIL 8/A7 & 13/A7 PANEL WITH 3/4"0 x 3 1/2" \YP' ,� rL' S 1/16 x 7 1/2 x (BEAM #4 AT 10" O.C. EACH WAY / NELSON WELD STUDS I DEPTH -1") 7 0 1/2 x 6" x 7" nviTH (2) 1/2 x 6" x 7" WITH L 3/4"0 x 3 1/2" NELSON WELD .�a,� h.... .. STUDS -� (2) #5 x 3'-0" SPACED AT 4" L`Z • WITH 1 1/2" EDGE DISTANCE J� 0) STUDS a o r 7 V) •- F" (6) #6 FULL WIDTH OF PANEL N #3 HAIRPIN- 24" i GL. BM. - SEE DETAIL 15/A6 3/4"0 THREADED ROD I �- -------SIDE R 1/4 x 9 1/2 x BM. FOR BEAM SEAT CONN. 11011 Q V DEPTH -1" W/ (2) 3/4"0 M.B. 7 �i • 1 1/2" TYP. SEE PLAN . -----------------• GL. BM. 3/16 BEARING R 5/8 x 5 1/2 x 4 SIZE 8 I I - �_ -- • � A7 '1,-- -SlMPSON HD5 h SIMPSON HD5 WITH 3/4"0 (j GL. BM./q GRID THREADED ROD 3 16 SHEAR WALL a A7 11/2"=1' ] BEAM CONN. AT CORNER �i Q s BEAM CONN. AT CORNER Q q GL. BM. CONN. AT CORNER Q 0 GL. BM. CONN. AT PARAPET A] BUILDING #168 1 -1 0 A7 BUILDING #168 1 '-1 0 A, BUILDING #168 1 1/2'7 0" 1 A] 1 1/2"=1'-0" o GRID AT BLDG. �?67 6 1 2" 1/2" ,^ V I - GLU-LAM BEAM - SEE PLAN J � 4 x 12 P.T, TOP R WITH 3/1 Q 3/16 3/4"0 x 10" A.B. 0 48" O.C. _ 3/16 -1 1/2 „ �. I I (2) #5 CONT. AT EMBED 1/4" CONC. T.U. PANEL TYP /-- -6" STD. STEEL PIPE 4' _ 7_ 1/4 3/16 (2) SIDE R'S 1/4 x 7 1/2" x 7" I GALVANIZED AND PAINTED �- FILL W/ CONC. ROUND TOP WITH (2) 3/4"0 M.B. AT 3" O.C. TO SHED WATER -�c-- #5 CONT. /� 3" EDGE DISTANCE AT BOTTOM OF v 1/2" x 5" x 9" WITH BLOCKING N- (2) 3/4"0 x 6 NELSON �I WELD STUDS AT 5" C.C. 4 x 8 BLOCKING AT #168 --ROUND TOP OF FOOTING TO - �. L8" x 4" x 7/8"' x 0-7" 4 x 12 BLOCKING AT #1616 7 SHED WATER lop, ---CONCRETE SLAB OR PAVING SIDE R 1/4" x 13 1/2" x 8 1/2" -- --- -- - - - -_- �,. SECTION SEE PLAN W/ (4) 3/4"0 M.Q. 1 1/2" VERT. SLOT 3116 ------ I \—BEARING R 5/8" x 7" x 1'-0" 1 112"- W/ (2) 5/8"0 x 8" N.W S. r t 1vt 5" O.C. -SEE DETAIL 4/A4 FOR TYP. BEARINGR 1/4" x 3 /8" x 4" a \'--#3 HAIR PIN SIDE R'S AND BEARING E r 1'-0" DIAMETER CONCRETE '� --- " \ FOOTING 3" I.._..... 7 1/4" CONCRETE �' 1/2" x 7 S/4" x 9' VvITH I j C T.U. PANEL T.U. #5 x 3'-0" v14 �, 18" (�- c• (� BLOCKINGj t GRID DATE: -E 314" x 1'-0" x 8" <> t- - - -- 4--16-92 DRAWN 13Y- -- R 1/2" x 6" x e" w/ GL BM. CONN. AT TOP PLATE Q 13 BLOCKING TO CONC. PANEL CONN. ti 14 GUARDPOST Q UM (2) #5 x 36 rl2 - IMI�IIIiII'I•' /�] BUILDING #167 1 1/2"=1'-0" w /�► 1 1/'2"=1'-0" \A 3/4"-1'-0" a CHECKED BY: DRW I REVISIONS•. TYP. 3/16 ROOF BEAM AT SHEAR WALL — SHEAR ',JAIL SEE DETAIL 16/A7 Q _ FOR REINFORCING 1 1/2"=1'-0" A •`-.• " �� POUF: IN PLACE PILASTER i ` 01 UP 4'-0" NOTE: STANDARD PANEL TO `I• • •I1 (4) #5 VERTICAL WITH SIU. FOOTING CONN. EACH SIDE r -t HOOK AT FOOTING R EACH END OF PANEL - SEE (I DETAIL 1O/A5 FOR EMBED L INFO. N 6" 2 -�„ i #3 TIES AT 8" O.C. - 1 -- --- T.U. PANEL TYP. - REINF. VARIES, SEE ELEVATIONS :� .,�j• •--� / YACI(ENIIE/'9/JT0 t,%sSOd�'M'. ` I`j---=�'-- FTG. �' "0. Au RMTS RESER*D \� I �q WALL -EV „a(E ETIO'�iE,s ixu - �JJ . WWW ri'•,?�_ • • • • - PRIHORID RRfITTN:NO'TI�TO BE OUNSED OR R E --�------------------ ------------- - �----�---�- --- - • • • IFD fog <> � .-_-..__.-- 0 MI ANY p(r:EV'•T1'^ SHEET �I' • • • HOOK #4 IN fO PILASTER TYP. EACH END • e #7 A 7 N OF ---#3 TIES AT 10” O.C. WITH (2) EXTRA AT TOP de BOTTOM JOB NO. _ _ Q �] T.U. PANEL JOINT AT SHEAR WALL _ , AS SUBMITTED FOR BLDG, PERMIT 4-16-92 ,s CONCRETE SHEAR WALL REINF. 292039 A] 1 hh`, , SW -72ND AVENHI 1 1/2"=1'-0" co �A, BELOW SLAB - BUILDING #167 =1'- 0" i 145 S(d DURIA011 F'Oikl) ��, 16 OF 1E. ., r... _. ._.. .. _.,__.....-..-_�.......,..,..,.r.r..wamn."«.ar.nr.RSM►AnR'1'inwv.,o.rrvnw.,"+o.rar.M1 .a ` I IF THIS DOCUMENT 114 LESS flf �It 'IIIIIII IIS 1111111 IIII IIS 1111111 1 I Ill lTPTIII Ilr III III III III ,jIIT1 II'III ILII III I!i III III III III III I III Ili 1111111 III III Illlill I'II III IIII I )r I LEGIBLE THAN THIS NOTATION, I I 11 I � I Z I I I � � � I � I f 1 51 I 1 6 I ( 1 I 1 8 I I I 1� I it 1� APRIL �-v 1994 IT _S DUE T ---�..---- �.---- -------1�__ --!L-- - - ---�- O '1'IIE Ql1AL1'I'Y OF uo.a• �•�.z:"-•^ i THE ORIGINAL DOCUMENT. - -T-- r I 1111-1 f7i, AL LL8�L ZZ OI8i9�TiI *It I al 8 I 6 L 9 9 IIII IIIIIIII IIIIIIIII IIII III IIIIIIIIIIII IIIIIIIII IIII Illl�lllllllil IIII IIII V III IIII IIII III1Ill1111IIIIIII 1illllllllll VIII IIII !III IIIIIIIII IIII 1111 IIIl�Il111i1111U1;111111Gi11;'li!;lllllill lll11�1111W11111llllllllllll Illllllll III�IIIIIIIIIINIII