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15660 SW PACIFIC HIGHWAY BLDG A-1 _" ftILl/ibK.YNb OCT 2 5 1995 t + I NADE vvTIGARD PROME • v 99 Shop A T I r re on g d 0 g J ;� O •V�n • r o 3i 3: ll T I U A COMMERCIAL PROJECT BY. k 03 r_ r � w Q Z STERLING DEVELOPMENT COMPANIES , zo .,.,... . .. I� t w w CRY Of TtIRD � w Approved ved,....,....... d ,..Conditionally APProvo ' . .,., LA For only the v CL CC 0 QLLACORPORATE .geolettarto:Follow.••..•• • . ...,.. Attach..............................,,,,,,,,,,,,, O r1 252 HOLIDAY COURT, Job Addroae:225 ey; -r-Z O, ..... oats. u�.�� C) � �. Cc < LA JOLLA, CALIFORNIA 92037 Q ao ISSUE DATE. Jo© NO.Buy lin Permit Submittal J1 � Pl.01 DATE PLOT SCALE: DRAWN BY SHEET Trn_E: SHEET Na 1%60 SW PActHic HWv BLDG"A" HU P95-00317 l of I-1 .., .rw,.,..�+.soa*r.-r,�..,••,�o„w,w�.,.�,:. _ 4f:i�7iiI11�M1aN111�>+•. -:::: NOTICE: IF THE PRINT OR TYPE ON ANY 1 tlf III Il III III I�I I Ilii III III i �' 4 III IMAGE IS NOT AS CLEAR AS THIS NOTICE, T (II II�I III I-I I(I�I I�YI I.�I 1I6�III�_I II�I II�I II I I�I I��r Il�l I I I�rlY�l I�I II�I�I�I I�I lI�I�I�I ISI II�I ISI I I'i�l lil :�I I I / �, IT IS DUE TO THE QUALITY OF THE __ _- - No 7° ORIGINAL DOCUMENr S �L 9t; LS 9L 8411111,1 4Z ti t3 F811111 sttitT4I�i�i�iii�iii�ii�ti�iiltil�i�i��I ��YiuiUu �i�iii,i �i��i, ��ti�i��tiiiliiilititi��ti�i��i i��il��«��li�i��i�ti�l�i�ill{I4111 N{lfllll u� u«uit ttii�h�� u�►I�I►►I►III<<� �u� ��I�III ��I ��►l►►�I�,�li�u��114 REVOONIIIIIIII -996 FIRE AND DISABLED ACCESS NOTES GENERAL NOTES SHEET INDEXOCT2i. 1 REGna� FIRE NOTES d)PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET 4. THE CENTEk OF THE GRIP OF THE OPERATING HANDLE OF i ANY AND ALL REV60N5 FROM THESE PLAN5 MU5T BE 11. THE CONTRACTOR WILL PROVIDE THE OWNER WITH A LETTER 2l.FIRE 5PR,NK.ER R15ER rJ-HHALL BE PROTECTED A6A,N5Y NG SHEET DESGRIPTiON - - - -- - OF ANY PORTION OF A BUILDING. 5WiTCHE5 INTENDED TO BE USED BY THE OCCUPANT OF THE APPROVED BY THE OMERS PRiJR TO BE6iNNING OF CERT FiGATION PREPARED IMMEDIATEiY AFTER FOOTINGS FREEZING TEMPERATURE. (NFP 13-4-5.4.1.1) �� - FIRE PROTECTION SHOP DRAT A65 AND CkCULATION5 5ciAL cE ROOM OR AREA TO CONTROL L16HTIN6 AND RECEPTACLE ONCE GONSTRUGTION H+AS COMMENCED, ANY REVISIONS IN THE ARE PLACED, TO CONFIRM THAT THE LOCAT,ON OF FOOTINGS /��_�� ARGHITEGT?JRAL PREPARED AND 5UBMITTED TO THE T16ARD FIRE DEPARTMENT e) OUTLETS, HEA IN6 AND VENTILATING EQUIPMENT, SHALL NOT BE FIELD MUST BE APPROVED BY THE OWNER5 COMPLY WITH THE APPRO✓EO 51TE ORAWIN65. TH15 5HALL BE ✓� FOR PERMIT (3 SETS OF EACH) BY THE GENERAL CONTRACTOR A#* LESS THAN 3 FEET NOR MORE 'THAN 48 INCHES ABOVE THE TRUGTION MANAG DONE BY THE 517E CIVIL ENGINEER, AT THE GONTRAGTOR'5 COVER SET THESE SHOP DRAWIN65 AND CALCULATiON5 SHALL BE CERTIFIED FIN15HE0 FLOOR. '`XPENSE ANY D?$GREPANCIE5 FROM THE APPROVED BUILDING 28.6REA5E TRAP5/OIL SEPARATORS REQUIRE SEPARATE AND 5EALEO BY AN ENGINEER LICENSED IN THE STATE OF f) PRO DE FIRE DEPARTMENT AGGE55 TO ALL ON-5 TE FIRE 2 PLAN5 FOR HIGH-PILED GOM$U5TIBLE 5TORA6E MUST 6E LOCATION WILL BE REMOVED AT THE CONTRACTORS EXPENSE. INSPECTIONS DURING INSTALLATION AND BEFORE COVERING T5.1 TITLE SHEET OF OREGON, HYDRANTS, 5, WHERE DRINKING FOUNTAINS ARE PROVIDED, THEY SHALL SUBMITTED FOR REVIEW IN ACCORDANCE UP. 2 SA.I SITE PLAN COMPLY WITH DISABLED AGGE55 REQUIREMENTS. WITH UFC, r` 'IGL-E 81. 12. GENERAL CONTRACTOR SHALL NOTIFY OWNER OF PROVIDE FIRE DEPARTMENT AGGE55 TO WITHIN 50 FEET 3. SPRINKLER SYSTEM PLANS MUST BE SUBMITTED FOR ANTICIPATED POURING OF SLAB ONE WEEK IN ADVAV-E 2q.ALL REQUE5TED INSPECTIONS SHALL BE GALLED !N ON 'HE 3 _ SA 2 SITE DETAILS OF SPRINKLER AN:) 5TANOPIPE CONNECTIONS, b. DRINKING FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN APPROVA'_ PRIOR TO FARBRICATION AND INSTALLATION, 24-HOUR RECORDER NUMBER. 503-6341-4111 AH ARGHITEGTURAL FLOOR PLAN ALCOVES OR OTHERA15E P051TIONED 50 AS NOT TO C : 13 THE ENE-R&Y CONSERVATION 5TANDARD5 HAVE BEEN 5 A2.i REFLECTED CEILING PLAN n) HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING CROACH INTO PEDESTRIAN WAY5. THE ALCOVE IN WHICH T-L REVIEWE9 AND THE DESIGN OF THE BUiLDIN6(5) GOh1PLi15 30.5PARE b A31 ROOF PLAN OF FIRE APPARATUS: INSIDE RADIUS 25 FEET;OUTSIDE WATER FOUNTAIN 15 LOCATED SHALL BE NOT LE55 THAN 32 4. ALL DIMEN51ON5 ARE FROM 11. OF SrJp GRID LINE OR FADE WITH THE STANDARDS. 2 ALL CON5TRUGTiON IN THE SALES AND RECEIVING AREA SHALL RADIUS 45 FEET, INCHES IN WIDTH AND 18 INCHES IN DEPTH. OF GONG/CMIJ PANEL, U.O.N. � A4.' EXTERIOR ELEVATIONS BE FULLY SPRI?VK1.ERa:D IN ACCORDANCE WITH N.FP.A. 231-6, 14 THE BOOK OF 5PEGIFIGAT'ON5 ARE A PART OF TH15 31, CHANGES TO APPROVED PLANS SHALL FIRST 13E APPROVED � CLA55 4 HAZARD, ALL GON5TRUCTtON IN THE OFFICE 5PACE5 I) BE CIRGULATiN6 OR HAVE AN APPROVED TURNAROUND 1. THE DRINK,% FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES IN CONTRACT. BY THE BUILDING OFFICIAL. PRIOCOPIER OF SUCH APPROVALS 9 A6.1 WALL �EGTIONS SHALL BE FULLY SPRINKLERED IN ACCORDANCE WITH N.F.P.A 13. PROV1510N IF OVER 150 FEE' LONG. DEPTH AND THERE SHALL BE CLEAR AND UNOBSTRUCTED KNEE 5' CONTRA( SHALL VERIFY ALL DIMENSIONS AND GOND- a A6.1 DETAILS ITION5 PRIOR TO ANY WORK AND SHALL NOTIFY THE ARCHI- SHALL BE ON THE JOB SITE PRIOR TO COMMENCEMENT OF -. (SPRINKLER DE516N BASED ON 341/2000 5.F. DENSITY SPACE UNDER THE DRINKiN6 FOUNTAIN NOT LESS THAN 21 TCCT OF ANY DISCREPANCY. CONTRACTOR SHALL BE 15. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED WORK. CHANGES INCLUDE,BUT NOT NECE-55ARILY LIMITED TO. XE55 NOTED OTHERW15E) Q HAVE 6RADE5 OF NO MORE THAN 15% INCHES IN HE16HT AND 8 IN(HE-5 IN DEPTH, THE DEPTH R15PON51BLE FOR ALL REPAIRS REQUIRED DUE TO H15 EQUIPMENT ARE ALLOWED BEYOND THAT WHICH 15 SHOWN JN PROPANE TANKS, ADDITIONAL OPENiN65 iN WALLS, EXTERIOR MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FAILURE TMJ DO 50. THESE PLANS AITHOUT KITTEN CONSENT OF THE ARCHITECT. BUILDING MATERIALS, FENCE LOCATIONS,RETAINING WALL5, STRUCTURAL THE ,HAXIMUM FLAME SPREAD GLA551FIGATION (PER TABLE m)BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT, FOUNTAIN, ADDITIONALLY, THERE SHALL BE TOE CLEARANCE ROCKERIES, LAND�GAPING, PARKING LOTS, LOADING DOCKS, - 42-A) OF FIN15H MATERIAL. U50 ON ATERIOR WALL5 AND OF 4 INCHES IN HEIGHT ABOVE THE FLOOR, AND 11 INCHC5 IN 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, ib. CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION A5 ETC. A MINIMUM OF TWO TO FIVE WORKIN6 DAYS SHALL BE (EILIN65 SHALL NOT EXGE:-r) THAT SET FORTH IN TABLE N BE CAPABLE OF 5UPPORTIN6F THE IMPOSED LOADS OF FIRE DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. A 51DE GOOROINATIN6 , AND SCHEDULING OF ALL INSPECTIONS AND NECESSARY PER CITY AND LOCAL CODE REQUIREMENTS. EXPECTED FROM APPLICAT ON TO 15%ANCE OF APPROVAL 10 5T-I TYPICAL DETAILS 42-5 OF THE UBC. APPARATU5. APPROACH DRINKING FOUNTAIN 15 NOT AGCEPTA!3LE. E5T5 INDICATED ON THE PLANS AND 5PEGIFI(,ATION5 OF CHANGES. 11 5T-2 DETAILS 1 RECOMMENDED BY THE SOILS REPORT AND/GR REQUIRED Il. A1.L MAILR�ALS AND WORK SMALL CONFORM TO ALL LATEST 4. ALL EXITS SHALL BE ILLUMINATED AND INSTALLED PER p)BE MARKED WITH %VORDS "FIRE LANG - NO PARKING 8. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH 15 RE ANY GOVERNMENT. ISOVERN I`6 BUILDING GODE5 AND REGULATIONS. 32.THE FINAL. SIGNED REPORT FROM THE TCSTIN6 LAB SHALL BE 12 51 FOUNDATION / ROOF FRAM N6 O-AN SECTIONS 3313 (A) AND 3314 OF THE UBC. (MIN. I FOOT WORDS TO BE PAINTED ON PAVEMENT A5 ORE(,TM BY EASILY OPERATED BY A DISABLED PER50N SUCH A5 A HAND- RECEIVED BY THE BUILDING OFFICIAL PRIOR TO FINAL 13 52 SECTIONS CANDLE). EXIT 51&N5 N M INDICATED SHALL BED E WORDFIRE MARSHAL. LETTERS TO BE A MINIMUM OF 12 INCHES OPERATED LEVER TYPE CONTROL LOCATED WITHIN b INCHES 1 CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL 8 CONTRACTOR SHALL. PR0✓,DE AGGE55 PANELS AS REQUIRED INSPECTION FOR OCCUPANCY. 'EXIT' IN SIX (b') INCH H16H ILLUMINATED LETTERS AND SHALL H16H AND YELLOW IN COLOR. OF THE FRONT OF THE DRINKING FOUNTAIN, THE BUBBLER -QTY LINES AND 5705 TO THE 5UILDIN6(5) A5 MAY BE BY PLUMBING, AIR GONDITIJNIN6, AND OTHER TRADES, AND (ONFORM TO 6OVERNIN6 BUILDIN6 CODES AND REGULATIONS. OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE NDIGATED ON THE PLANS. AS REQUIRED BY GODE5 33.ALL CONSTRUCTION SHALL CONFORM TO THE IPA' J'r1r0RV q)WIZEN APPROVED BY FIRE MAR5HAL, 56%MAY BE USED IN FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36 CODE. a Iq. 5HOULD DiMEN5 OVAL D!5CREPANCIE5 BE DISCOVERED NI �, 0 5 EXIT 516N5 SHALL BE POWERED BY SE-ARATE CIRCUITS. LIEU OF (OR IN ADDITION TO) FAINTING THE PAVEMENT. INCHES OF THE FLOOR. THE WATER STREAM FROM THE 8. CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY J ONE OF WHICH SHALL BIGN E SEPARATE FROM ALL OTHER SS, WHEN APPROVED, SHALL MEET THE FOLLOWING BUBBLER SHALL BE 5UB5TANTIALLY PARALLEL TO THE FROM' LINE5 (WATER , 5EWER(5) , 6A5 , AND ELECTRICAL ). INTO DRAWINGS, GONTRAGTOR SHALL REPORT SAME TO 34,CONTRACTOR TO PROVIDE ANJ POST `NO SMOKING SGS __ - J o wK CIRCUITS IN THE BUILDING AND INDEPENDENTLY CONTROLLED. REOOREMENTS: E06E OF THE DRINKING FOUNTAIN. THE BUILDING FROM TERMINATION POINTS AS INDICATED ON ARCATEGT, DO NOT SCALE DRAWIN65. ACCORDANCE WITH THE OREGON GLEAN INDOOR AIR A(T, REFER TO ELECTRICAL PLANS. 1) 51ZE: 18" HIGH x 12' WIDE (MINDTHE PLANS READY FOR SERVICE. 4. FLUSH CONTROL HANDLE ON WATER CLOSET TO HAVE 20.516N CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND 35.SPRINKLER SYSTEM SHALL BE MONITORED FOR WATER FLOW E ROOF COVERING SHALL $E MIN. GLA55 'B" PER SECTIONS 2)MOUNTING: BOTTOM OF 516N 48" TO 60" ABOVE GRADE. MAXIMUM OPERATING FORGE OF 5 LB/5F, q, THE SOIL REPORT E5TABL15HE5 THE RECOMMENDATIONS FOR ITS FROM GOVERNING A6ENG1 _ R 516N5 AND TAMPER CONDITIONS BY A U L. L15TED CENTRAL 5TAT10'\ 1104 AND 3204 OF THE UBC. 3)STYLE: INDUSTRY STANDARD MLCAN R1-b-q, RAINBOW EARTHWORK CONSTRUCTION AND SAID RE(OMMENDP,'ION5 V" TAMPER SWITCHES SHALL BE INSTALLED ON ALL VALVES -_ 4 01-521, EMED TG 18816, OR EQUIVALENT) 10. LAVATORY CONTROL TO BE OPERABLE WITH ONE HAND. ARE A PART OF THE CONSTRUCTION CONTRACT. THE ARGHI- 21. THE SPRINKLER SYSTEM RISER WHERE IT PASSES THROUGH CAPABLE OF SHUTTING OFF ANY PORTION OF THE SYSTEM. CONTRACTOR SHALL PROVIDE AND INSTALL A BUILDING 4)COLOR: RED LETTERING ON WHITE BACKGROUND. MAXIMUM OPERATING FORGE OF 5 LB/SF. TELT ASSUMES NO RESPONSIBILITY FOR FINDIN65 AND CON A CONCRETE SLAB FLOOR SHALL BE PROVIDED WIT. A THE CENTRAL STATION SHALL ,E ONE APPROVED BY THE ADDRESS. ADDRESS SHALL BE VISIBLE AND READABLE CLU51ON5 IN THE SOIL REPORT AND INCLUDES IT IN 5PECIFI- GLF.ARANGE OF 2" AROUND THE PIPING (NEPA 13,SEG. 3-10.3.4) CITY OF LYNWNOOD. ORDINANCE 1401. FROM THE STREET FROM WHICH IT IS ADDRESSED, AND 5) 5PAGIN6: 50 FEET BETWEEN SIGN5 OR A5 DIRECTED I3Y II. HOT WATER SUPPLY AND DRAIN PIPING TO BE INSULATED OR GATION5 FOR REFERENCE ONLY, CONTRACTOR SHALL NOTIFY - SMALL BE APPROVED BY THE OHNSER, FIRE MARSHAL. COVERED. THE ARCHITECT,ENGINEER , AND OWNER OF ANY DISCREPANCY 22•GDORDINATE ION, - TION AND FINISH OF ALL 36.THE ARCHITECT SHALL 50MIT THC- NAME AND ADDRESS OF BUILDING AND RE ARTMENT BETWEEN THIS REPORT AND THE PLAN5 PRIOR TO BE6INNIN6 CONCRETE CURB$ AND WALK5 WITH ON 51TE WORK CONFIRM THE SPECIAL INSPECTION TESTING LAB WHO WILL CONDUCT -V-� r) HAVE PERIMETER STRIPING WHEREVER REQUIRED BY FIRE 12. TOILET AND FLUSH CONTROLS SHALL BE OPERABLE WITH WITH ARCHITECT ALL SLOPES AND NEW CURB HEIGHTS BEFORE THE REQUIRED SPECIAL INSPECTIONS AS DEFINED UNDER - MARSHAL TO DELINEATE THE BOUNDARIES OF THE FIRE ONE HAND AND SHALL NOT REQUIRE T16HT GRASPING, MORE STRINGENT REQUIREMENT SHALL APPLY. INSTALLATION. SECTION 306 (0) OF THE UBC . IF DU'RIN6 THE COURSE OF �8 ALL LEGAL EXITS INDICATED ON THE PLAN5 SHALL BE - - OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY LANE. STRIPING TO BE A MINIMUM OF 4 INCHES WIDE AND PINCHING OR TA15T OF THE WRIST. CONTROLS FOR THE FLUSH 10, ANY ASPHALTIC CONCRETE REQUIRING PAT(HIW ADJACENT CONSTRUCTION THE TESTING LAB 15 CHANGED FOR ANY - YELLOW IN,COLOR, VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILE' T 23.THE .IAB 5UPERINTWENT SHALL MAINTAIN AT THE JOB SHACK REA50N, THE ARCHITECT SHALL NOTIFY THE BUILDINGOR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL 6E TO BUILDINGS SHALL SE DONE ACCORDING 0 YHE A L15T OF THE CERTIFIED WELDERS PERFORMING WORK ON THE OFFICIAL. I LABEL W- "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR. PAVING SPECIFICATIONS AND THE SOILS REPORT AND HLA RS" IN BLOCK LETTERS A MINIMUM OF I" HIGH. THE MAIN SHALL BE OF THE SAME SECTION AND DRAINAGE SCHEME A5 JOB SITE INCLUDED ON THE LIST WILL BE NAMES, DATE OF DISABLED AGGE55 NOTES 13. LAVATORIC5 SHALL BE MOUNTED WITH A MINIMUM DISTANCE (AGENT PAVED AREAS. THE BUILOIN6 CONTRACTOR SHALL EXPIRATION OF GERTIFI(WiONS AND THE TYPE OF WELDING THE EXIT IN GROUP 'B' OCCUPANCY t5 THE ONLY EXIT PERMITTED -- ----- ----_----- - -- AD.. --- TO BE SIGNED IN ACCORDANCE WITH 05%, SEG. 3304(C) OF 18 INCHES FROM A WALL TO THE CLWI i LR il"w OF THE BE RE5PO,vSIBLE FOR THE A.G. OR CONCRETE PAVING AD- INDIVIDUAL IS QUALIFIED TO PERFORM. I. 51TE DEVELOPMENT SHALL BE DESIGNED TO PROVIDE AGGE55 FIXTURE. ACCE551BLE LAVATORIES SHALL BE MOUNTED WITH -- - EXCEPTION 1. TO ALL EN'RANCE5 AND GROUND FLOOR EXITS, ASD AGGE55 THE RIM OR COUNTER SURFACE NO HIGHER THAN 32 INCHES PAVING FALLSSHORTOF IF BU LOIN6 LINE,OR IF A PORTION 24,THE JOB SUPERINTENDENT SHALL MAINTAIN AT THE JOB SHACK `g q FIRE EXTINISU15HER5 SHALL BE ViDED AS FOLLOWS : OSE NORMAL PATHS OF TRAVEL, AND WHERE NECESSARY TO ABOVE THE FINISH FLOOR. OR SECTION OF THE EXISTING PAVING NEEDS TO BE REMO`✓ED A LIST OF THE SPECIAL INSPECTORS CONDUCTING INSPECTIONS - ;� ;'° 2A:IOBC PER 3000 50. FT. OF BUILDING SPACE AND TRAVEL PROVIDE AGGE55,5HALL INCORPORATE PEOES'RIAN RAMPS, FOR GON5TRUGTiON PURPOSE,THE BUILDING CONTRACTOR ON THE PROJECT. THE LIST SHALL INDICATE THE NAME OF THE A DISTANCE NOT TO EXCEED 15 F". CURB RAPS, ETC. 14. WATER CLOSET COMPARTMENT DOORS SHALL BE SELF- SHALL, AT THE APPROPRIATE TIME,REPLACE THE A.G. PAVING INSPECTOR, DATES AND TIMES PRESENT ON THE JOB 517E AND GLO51N6. TO THE BUILDING LINE.THICKNESS OF THE A.G. PAVING BASE TYPES OF INSPECTIONS BEING CONDUCTED. O. FIRE LANES 4U5T: 2. AT K?TCHEN SINKS, FAUCET CONTROLS AND OPERATING MATERIAL, AND ALL OTHER A5PEGT5 SHALL MATCH EXISTING. MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL- 15, PER 5ECTION 3304 ( 1 . 1 ) 2. B, THE LEVEL AREA AT FLOORS OTHER ASSOCIATED PERMANENT IMPROVEMENTS SUCH A5 25.NO BUILDING OR PORTION OF A BUILDING SHALL BE OG(UPIEO rn 0)BE A MINIMUM OF 20 FEET WIDE. NOT REQU!RE TIGHT 6RASPIN6,PINCHING OR TWIST OF THE OR LANDINGS SHALL HAVE A LENGTH AT LEAST 60" IN THE CONCRETE CURBS, AHEELSTOP5, PLANTING AND IRRIGATION IF OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE NOTE: FIRE LANES SHALL BE A MINIMUM OF 28 FEET WIDE WRIST. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL DIRECTION OF DOOR 5WIN6 AND AT LEAST 48" IN THE DIREG- DISTURBED OR DAMAGE DURING THE CONSTRUCTION PROCESS CERTIFICATE OF OCCUPANCY. NO EXCEPTION51 APPROVAL FOR IN THE IMMEDIATE VICINITY OF ASY BUILDING OVER 48 FEET BE NO GREATER THAN 5 POUNDS. LEVEL-OPERATED, PUSH- TION OPP051TE THE DOOR SWIN6 . AL50 PER SECTION 3105 OCCUPANCY 15 ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC IN HEIGHT ABOVE GRADE. SUCH FIRE LANES SHALL BE TYPE AND ELECTRONICALLY CCNTROLLED MECHANISMS ARE (b) I . C , PA55A6EWA,Y5 LEADING TO SANITARY FSHALL LIKEWISE BE PAVEMENT STRIPING.. REPLACED AND RESTORED INCLUDING WORKS, PLANNING, FIRE MARSHALL AND BUILDIN6 OFFICIAL. _ LOCATED A MINIMUM OF 13 FEET AND A MAXI", , OF 25 EXAYPLE5 OF ACCEPTABLE DC547N5. 5ELF-GLO51NG VALVES SHALL HAVE CLEAR AGGE55 WIDTH5 A5 SPECIFIED IN I MEET FROM THE BUILDING. ARE ALLOWED IF THE FAUCET R PAINS OPEN FOR AT LEAST CHAPTER 53 . ALA. 000RAAY5 SHALL HAVE A LEVEL AND 26.SEPARATE PERMITS ARE REQUIRED FOR PLUMBING,MEGHfANIGAL, 10 SECONDS. CLEAR AREA FOR A MINIMUM DEPTH OF 44" WHERE THE DOOR ELECTRICAL, 5I6N5,CARPORT$, FENCE5,POOLS,UNDERGROUND o) HAVE A MINIMUM OF 134" VERTICAL CLEARANCE. 5AIN65 AWAY FROM THE LEVEL AND CLEAR AREA . OR ABOVE GROUND STORAGE TANKS, AND DEMOLITIONS. 3. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT L.E55 5EWLER (APPIN6 PERMIT REQUIRED PRIOR TO DEMOLITION - - -- c) PROVIDE FIRE DEPARTMENT AGGE55 TO WITHIN 50 FEET OF THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. PERMIT. l 1 , THE FRONT OF A BUILDING. -� PROJECT SUMMARY DIRECTORY OGG'U°ANT ►.GAT AND EX,T WIDTHS: LSE: AREA COAD FACTOR: G�G�- OY�NER I�11 LAIN6AEPARTMENT CONTRA( gR IASDGAPE ARCHITECT N6 CODE: Lac (I q4) EDITION AlH PACIFIC UPC, (141414) EDITION SHOP -AI S.F. 30 STERLING DEVELOPMENT CITY OF TIGARD 5D. DEACON UMC (1444) EDITION SHOP -A2 1400 S,F. 30 41 3252 HOLIDAY COURT, SUITE 225 13125 56 HALL BOULEVARD 6443 56 BEAVERTON-HILLSDALE HAY 8405 5W NIMBUS AVE. 5.F, 30 NEC, (I?410) EDITION SHOP -A3 I A4 2,850 415 TiGARD, OR 411223 BEAVERTON, OR 91008-1120 LA JOLLA,GA 42036 SUITE 432 ;Q ATTN: ROD BUXTON ATTN: MICHAEL D. SMITH OGGUPANGY GROUP: B-2 SHOP -A5 1,400 S.F. 30 41 ATTN: JEFF RA5AK PORTLAND OR 411225 TEL: (503) 626-0455 SHOP _A6 1083 S.F. 30 36 TEL: (Gla) 546-8841 EL: '503) 6341-411i ATTN: JOHN KUHLE F=AX: (503) 526-04 5 TIN TYPE V NON-RATED, FULLY 5PR'NKLERED SHOP -Al 1,400 S.F. 30 41 FAX: (Gla) 546-8801 FAX: (50.,) 684- ,2g1 TEL: (503) 2ql-8lgl � CONSTRUCTION TYPE: SHOP -A8 2,100 S.F. 30 '0 FAX: (503) 2411-81181 :7---- U AL..Or\A?_F AREA: °000 5 r 5-+0Q -A41 2,000 5-�.-- -30 _ _ _ �, Q� 4 >- c cv TOTAL 10 053 y.F. bG� ?�Q�^'_L� 5 L�NGI R CLiVIL CN6INE R t C ' A5E OR 3 .,'D_ ARDS ;,T_YAQDS EXCEED EC-O" MU51L PERKOWiTZ RUTH ANF ENGINEERS W d H PACIFIC U F '* a I 'I I NI AVE 4. 60' - 20' :40 x �.5� = IOOSS NUMBER 0 EX. ., REQUIRED: 3 4150 SW PIONEER GT„ SUITE T 500 TF.L5TAR AVE.,SUITE 0 8405 SW NIMBUS NUMBER OF EXITS PROVIDED: i8 WIL50NVILLE,OR. 81010 EL MONTE, CA. 41'131 BEAVERTON, 0lIk g1008 INCREASE FOR FIRE SPRINKLERS: 3 x 6000 = 48,000 TOTAL EXIT WIDTH REQUIRED: 603 x 0.2 =120.6" = 10.05 L.F. ATTN: SAKE REINDER5MA ATTN: NORMAN HON ATTN: BILL KOPP TOTAL ALLOWABLE AREA: 4,800 TOTAL EXIT WIDTH PROVIDED: 3011" : 25.15 L.F. TEL: (503) 685-1350 TEL: (818) 448-8182 TEL: (503) 626-0455 ACTUAL AREA OF BUILDING: A55? (GROSS) 1. 6'-0" (5.15') : 5.15 L.F, FAX: (503) 682-3348 FAX: (818) 448-80g2 FAX: (503) 526-0115 15 4 5-0" (2.15) = 41.25 L.F. W 0 1 . s- < O R O _ a_ c O ABBREVIATIONS SYMBOLS VICINITY MAP 00- CO Co OC < DIAMETER GN$. CONGEALED H05C BIBB CLEC ELEGTRIGAL GR GRADE MIN MINIMUM Rw REDWOO TEL. TELIPkONE OFFICE T SQUARE r00TIVIEET C.I GA5T?CON EL ELEVAT,ON GYP. GYPSUM MISC. MISCELLANEOJS REF RErERENGE T/6 TONGUE AND GROOVE 101 • ROG`✓ 1 AHD GN GEi;JNG.A,ST EP, ELECTRICAL AVEC �V� i VUN,��Q P MO MASONRY OPEN;N6 REFR RErRIGCRATOR THK. THICK • AT G.J. CONTROL JOINT EQ. EQUAL HB HOSE 13i98 MTD MOJND REIV°. REINFORCED TJ. TRU55 JO ST �J GEN'MlNE GL6, GEILIN6 EOUIP EQUIPMENT HG HOLLOW GORE MTT MAIN TELEPHONE REGD REQURED T.P. TOP OF PARAPET POJND OR NJMBER GLR CLEAR EYV EACH ItAY HDR HEADER TERMINAL RESIL. RESILIENT T.5 TOP OF WATH,N6 _4 () EX-5-1415 G.MLI. CONCRETE MASONRY UNIT ESA. EXPOSED 5'SUG RE A50'JE RDW. HARDAARE MCL. MULLION RM ROOM TA TOP OF AALL • EXTERIOR ELEVATION A9 ANCHOR BOLT 15/0 GLEANOUT. EX15 EX15-'N6 HT. HE16HT RHB. REGE55ED n05E BIBS TPP. TYPICAL A3.1 ' ABV ABOVE G 0 G0N?JiT ONLY EXT EX-EE OR w w HOLLOIN ME-AL N NOR'+ etc RJ.,5,OPEN NS �//'/ r/ ',At,( A R GOND-ON!N6 COL. COLUMN "OR Z MCR ZONAL N G 40-IN G0N`RAG- RC11 R 6w� OF DAY U.B.G. Al"ORY N-01V6 SODE SITE ` ! AG A5016&%GONGRE'E Cm CONCRETE rDN FOUVA*,ON HP NIGH PONT NO NUMBER R5 R'5AHN U.O.N. AL.ESS OTP+ERA:5E VOTED 02 • ✓OCR yUMCER AD AREA MIN CONN CDNl6lic-N rD FLOOR DRAIN HT6. HEATING NOM. NOMINAL / AGOUS AGOU5TIGAL GON5TR GONSTRUGTION r,F, FINISH FLOOR HDYC7 0ARDW00D N.TS. NOT TO SCALE 5 506,H Vw. VERTICAL - / - AFF ABOVE r14ISN FLOOR CANT CON-INUOJ9 FIN. F?N!5R HVAC NOTING,VENTILATION/ S.AT SUSPENDED ACOUSTICAL V.TJI VENT T!QOU6H ROOF / A"M. ALU!INM GONTS. GONTaAGTOR F'XT. F!XT�RE AIR CONDITIONING D.A. OVERALL TILE (5� • KE VOTE" / / ,�/ / � ' BID ISSUE DATE APPRCX. AmR;.x WE G115K GOLNTERSUAIc FLR FLOOR ID INSIDE D?AMETLR OC,. ON CENTER W WEST - AR,H AHG»-rGTJRAL C Y C'A-C YARD r L FLOW L 4E IL. NVERT ELEVATION O D. 0651DE DAME-ER S G. 50L D GORE NI/ WI H / JOB NO. I-LUOR FLUORESCENT IN. INCH Orr OVERFLOW DRAIN SGHED SCHEDULE W.G WATER CLOSET - 4 • DETAIL NUMBER / 5HEET NUMBER �� /r / /: �J = 6�1-25 BD BOARD ppl�E F.H. rIRE HYDRANT INSUL. INSULATION OPG 0°EN1NG SECT. SECTION WD, WOOD DOL. t SHEET WH WATER HEATER �A6.1 / � BLDG MILE?;% DEPT, DEPARTMEVT r 0 M FACE OF MASONRY INT, INTERIOR OPP OPPC_ITL SHT. PLOT DATE BLK. BLOCK DET. DETAIL F.05, PAGE OF STUD SHT6. SHEATHING W!0 WITHOUT / / 11J 0-25-Q5 BLKb BLOC D/F DOUGLAS FIR F/5 FINISH SURFACE JT. JOINT PARTN PARTITION SIM. 51MILAR P PJ. WEAKENED PLAN JOINT // /��;/ PLOT 8CALE: sm. BEAM DF. DR,NKINS FOUNTAIN F5, FLOOR 514K PL PROPERTY LINE SPEC. SPECIFICATION W.R ►TATER RESISTANT y BN. BOUNDARY NAILIN9 DIA. DIAMETER FT. FOOT/rEET LAM. LAMINATED PLA5. PLASTER 50. 5QUARE W.W.F. WELDED WIRE FABRIC, • BLDG./WALL SECTION NUMBER / SHEET NUMBER :I <-AZI �- DPAWN BY: BOT BOTTOM PLB6. PLU►�81N6 5510 SERVILE SINK_, ETWN DIM. DIMENSION FTG, FOOT�46 LAV. LAVATORY BETMEN ON DOAN PURR. FURRING LT L16HT PL"WD PLYWOOD 55 STAINLESS STEEL � DR DOOR rI,T FUTURE P 0 G POINT OF GONNLGt10N 5TD. STANDARD _ G GAMBIR C5 D1,14N5020 '!AX MAXIMUM PR FA R 51 5TEEL 2 _ • `•` T' 11 I L.E1 ? , . >: y MACHINE BOL' P T PRESSURE'SEATED STOR STORAGE 1 � N�..Q OR �' 'VA ON � T T ✓� I O �� -%/ SHE ET TITLE: G GABLE 7'ELEV5.04 PA& :XV41NS GA 6"E a Ab.. (SHADED ARROWS INO,CA ES ELEVA. ON SHOWN' GB. C,A*GH BASIN 6ALV 6ALVAN-ZED `^IGH MECHANICAL ST"T. 5TRLIGTURAL SHEET GEM GEMENT E EAST 5C 6ENERAL CONTRACTOR MET METAL OT O„ARRY TILE SYM SHUT OrT I SHEET NO.VALVE , GER. C,L�AMIC EA EAGN 550.-VANIZED RCN F MA4IFAG'JRER E G EVAFORA-VE WO._R 5-5 6-.-_AN BEAM M w 4ANHD�E R RADV5 Ex°ANSICN JpllYT G� b A55 R:; ROOF DRA'N TO. TOP OF BEAM 034 • WALL "PE y J SV, GROLND T.G. TOP OF CAM - - A • GRID LINE 1S6e0 SW PACIFIC HWY � ® • EQUIPMENT TAG BLDG"A" r B1'1'95-00317 2of 14 y ......_,........ .„ ,s.e.s,.,.., . ....,,--`"` •v,r•_ ., ..warr►.erw,.....r�ww...,,..._.n..-..-.+.+.r.....w,........._..,_..,, .. - - ... _ .,., .. , +�,gu. .�e, �_ _- _ •, ,.r, NOTICE IF THE PRINT OR TYPE ON ANY III I _ 11 I lI �IIIS IIII _I�1 �I_i �I _I�II 111 IIT I •I II I -I II I)I � 65 IMAGEIS NOT AS CLEAR AS THIS NOTICE, -TJ- "°'°IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT II IIII8FAinil IIIII IIIIIIIIII IIIIIIIlulllTillIII �111 u 30X �►`� RF1/I SITE NOTES REV2 1 CONTRACTORS SHALL VERITY ALL OMI4510N5 F.JVATCGh`_� REV AND CONDITIONS PRIOR TO ANY WORK AND 50AL: NOTf7 THE ARGI-ITEGT OF ANY D15GRfPANGY CONTRACTOR 51`tAL� BE REV4 RCSPO145e1C FOR AU CORRECTIONS AND RfPARS RfO Rt L) DLA TO HIS FALUtE TO CONTACT THE THE ARGMTECT 2 CONTRACTOR SNAIL BC REVON5ftt foot OBTANrNG AND Vb -- PAYNG FOR THE COST OF ALI IN51PCCTIOINS TESTS AND _ PERMITS AS NECESSARY TO GOMPI f T f MS WORK AND aS INDICATED ON THE PLANS AND SPfCt/IGATICxNS AMC) AS RECOMMENDED DY THE SOLS REPORT A140.10K RCOIRlED BY ANY GOVfRNMENI AGENCY 3 CONTRACTOR 5MALL PROVICIC PUBLIC PROTECTION TO PfRSONS \ \�\• \•` �� AND PROPERTY pRNG CONSTRUCTION AS NECESSARY PER Ii GTY AND LOCAL CODE REQUIREMENTS " 4 ALL MATERIALS AND SITE *00% TO GONFORM TO LATEST S GOVERNNG BUILDING GODC S ORDINANCES AND REGULATIONS S THE PRO.1G'i MANUAL SMALL BE A PART Of THIS CONTRAC 1:2 A\ C \` T. ALL GRADING WOOM 5#t AL-L CONFORM TO GOVERNING Rf GULAT"%S AMP ORDNANCE 5 7 THE SOLS REPORT /OR THIS PROJECT i►"All BE ► FART OF THESE DOCUMENT5 CONTRACTOR 50AL: NOTtY TrL ` �� \-�-J � AkG+•NTCGT/ENGINEER 0/ ANY DISCREPANCY BETWEEN TM5 REPORT AND THE SOLS REPORT PRIOR TO BE GINNING WORK iE3l11LDI n_ �\ l D DIADING PADS TO DC CONSTRUCTED PER SOLS ENGNFfRS I A ` SPECIFICATIONS WtTNN 010 FOOT Of THE CLCVATIONS SNOWN ON THE DRAWINGS JLIU � I v • per`--{y� _ (�+ -a cr- so s _ I • I / q TMCONTRACTOR SMALL SITE CONTRACTSMALL PROVIDE THE OWNER WITH 36 I 1 V 22 ��`` ,��'� LETTERS OF CERTIFICATION FOR COMPACTION O/ ALL PADS ♦ � 1 `� rAND PAD ELEVATIONS N THIS CONTRACT. Q A� - �O• I REFER TO CIVIL / ��\` __ ( •�\ - __ 10. PROVIDE GRADED PADS PBUILDINGR GM- DRAWINGS TO 1 -O' LAND5CAM PLANS -�� '�-=_ _ BEYOND BUILDING FOOTPRINT AND CANOPY COLON" Nf7 AS • \��`__ �� SHOWN ON THE DRAWINGS 'S• / `� �� `9 11 ALL EXCAVATION BACKFILLING GRADING CARTrWORK AND • SOLS PREPARATION WORK SHALL DE PFRFORMED IJIDER THC OBSERVATION Of THE SOILS ENGINEER AND IN ACCORDANCE aft raft ` - WITH Tt1E 5OL5 REPORT • s U w 12, N NO CASE SMALL ANY SIR/AGE SOLS FILL MATERIALS not 1 I -� BACKFILL BE WATER SETTLED WITHOUT WRITTEN j AUTHORIZATION OF THE SOLS ENGINEER.2100 ' OT y13 UTILITY I �� `, EREQUIRING C4S[MEN NTS SNAIL OT BT 70 DAGRIL ED L I � - U ��!a l .� 0 OG l 14 GONTRAC'OR SHALL VERIFY N FIELD. ALL ELEVATIONS. -- I �, G me � � I //� FLOW .NES CXiSTNG CONDITIONS AND POINTS OF % • CONNECTION WITH ADJOINING PROPERTY. ANY v M Y TY* � -- DISGRCPANGI '"f.S SMALL DC GALLED TO THE ATTENTION Of •tt 51 REFER TO CIVIL / I / ARGMITECT 5EFORE PROGFEDNG WITH WORK o o _ e• -- e o e o e e — e o -- LAN 5CAI°E PLANS ' r I / 15. CONTRACTOR TO PROVIDE AND ADJUST f0 FINISH GRED[ ,� � -- so � T OR FNI5h1 SURFACE ALL WATER METER VAULTS. CLEAN OU'`, —I—LIMIT OF WORK PIAL BOX GOVERS AND OTHER UTILITY iTEM5 W'ENDE'D TO I I 98 k G I" / / BE FLU5M WITH ADJOINING SUtFACES IRRIGATION WATER ?1ETER S TO BE APPLIED FOR BY CONTRACTOR. I - _ G C. - - R 1 \ , / 16. CONTRAG'•OR YIALL VERIFY THE 54ZF AND L OCAT ON OF A,. - � - UTLITY LINES AND STUBS 4S MAY BE INDX;AT[U ON TME - - -- - - \ (92� CNL ENGINEERING DRAWINGS A _ ism im �� \ x' \ I 17 SITE UTLIT[S SMALL BE PROVIDED TO WITHIN S -0' OF ' 21 O % 96 ` ` 6Ul DING SLABS N SIT[ CONTRACT. THE BUILDING 56 56 `' CONTRACTOR 5YtALL MAKE CONNECTIONS AND CONT'NU[ ALL I S 21 • 21 • M 21 96p T \�� d� / UTIL'I[S 04'C 'Hf. BOLDING TRADE '.nvION RULES 0F � OIV'S,ON OF WORK ARE NO' 'O BE USED TO DE'ERMNE - I QCSPOhS�GLITY '~C GON'RAG'OR5 ARE REPON54BLE r0R ';\ - C2 / CO-ORDINATION TO PROVIDE OPTIMAL21 FJNC'10NING L-LS `\ ---ir (PA IV :d �TIL-,ES -O DIR' PADS SHALL Ex END TO METERLiu I 50 TNI{ OR ----�- -- / "b VAUL'5 OR A5 SrOWN ON DRAWINGS. UTLITY 'ERMNA-IONS -' 3) - _I __ I _� Aj SO HALL BE MNUM[NTED AND DOC IMENTCD ON 'AS BLALT'SUILPIN& - 12 lq. SITE CONTRACTOR SMALL V154T THE SITE PRIOR TO COMMENCING WITH THE WORK TO DETERMINE IF AMY --= / TILITIE5 ARE REQUIRED TO DE REMOVED OR RELOCATED AND _ - I I LI Cn� I 12 - - - 69 ° I x BUILDING � SMALL NOTIfr IN WRITING THE ARCHITECT AND IITLITY \ MWORK COMPANY �N CONTRACT INCLUDE LUDE ALL COSTS Of T `\ IK IO / 20. LANDSCAPING AND IRRIGATION SMALL BE COORDINATED BY a THE SITE CONTRACTOR AND SMALL BE INCLUDED IN THE `v'f 20 20 / WORK CGN'RAC' \\ ' 21 COVER AL_ CONCRC'C SLAB SIIRrACCS WI'M CJRING PAPER \\\ \ BEFORE S'AR"NG AD.,ACENT C NCRETE SLABS. CONCRETE " _ CONTRACTOR SHALL DE RESPOf1SIBLE FOR COMPLETE REMOVAL �, I I \� AND GLEAN-UP OF ALL ACC:DENTAL AND UNWANTED SPLA5MNG _ OF FRESH CONCRETE. �. /' - - - -� - 22 UNLESSUFICALL7 NOTED OTHERWISE ALL GOhTNTIN UpUs CLXtBS AND PLANTER CURBS SHALL � DE PROVIDED WITH WEAKENED PLANE JOINTS AT TCP AND FACE Of GIRBS SPACED EQUALLY AT 15'-0' OG MAXIMUM / AND AT INFLECTION POINTS OF RADUS PROVIDE EXPANSION JOINTS SPACED EQUALLY Al 40 -O' LIN. FEET I I 1 / I / 0 CC MAXIN.V AND AT ALL qO DEGREE OR I ESSFR GORNERS I I 23. SH[[T 5A-1 IS TO 8E USED FOR GOORC>+NATION OF THE SITE O WORK. THE OM5SION OF' FAGLITY FIXTURE AMENITY / W ETC SHOWN ELSEWHERE IN THE SITE IMPROVEMENT (1'� / DOCUItiCNTS SMALL IN NO WAY RELIEVE THE CONTRACTOR OF THE w mow/ RE5PONSOLITY OF r'ROVIDNG SAME WITHOUT ANY S NORTH ADDITIONAL COST TO THE OWNER. WHATSOEVER. l� 24. SIGN CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND (L ^) 0 `� PERMTS FROM GOVCRNNG AGFNCIES FOR SIGN5 O ^ f MFT ll. c) ?.5 OFF-SITE WORK SHOWN ON STREET IPOV[MENTS PLANS � Q C= _ NOTES INCL THIS TRAFFIC GONTRCONTROLAND STRIPING WILL BE A PART SITE PLAN KEY NOTES LEGEND Of THIS CONTRACT. cr 43 SA-2 PAINT 'COMPACT" AT EACH COMPACT STALL 164 NOT USED _-----.--_-- PURSUAN' TO WEARING t XAWNER CONDIrONS /5, /6. AND 0'2 26 SITE CONTRACTOR 5HALL FIELD VERIFY AND INCLUDE ANY Q I 1 .2"/5A-2 TRASH ENCLOSURE 22 SA-2 EXCEPT WHERE NET P�AT R WI TH I R LESS A ,F, t ( S NOD ED 9r 'HE G,'`' COUNCIL), AOR AF' RES"RCTIVE AND ALL DEMOL TION NECESSARY TO GOMPL[T[ �nS WORK N � 2 _- NOT USED -_-- 44 _^ NOT USED _---T -- 65 7/SA-2 INSTALL DISA9LED S-ALL SIGN_ _ t� 23 NOT USED CATCH BASIN - SEE CIVIL COVENANT ADDRESSING THE TOLL0IMNG ISSUES SMALL BE SUBMITTED THE CONTRACT AND SHALL OBTAIN ALL NECESSARY PERMITS 3 29/SA-1 NEW PARKING LOT LIGHT FOR LIGHT STANDARD DETAIL SEE SE-I 24 SA-2 CONSTRUCT DISABLED PERSONS VAN PARKING STALL, TYP. 45 NOT USED -_--��---^ - - 66 NOT USL 1 -- - _- - FOR CITY REVIEW AND APPROVAL (t) EXCEPT FOR UNUSUAL CIRCUMSTANCES, All LARGE 'RUCK DELIVERIES SMALL BE BEME Tf.N TO PERFORM H15 WORK F - - N I R. _T AB'-F-C PROVIDE AN CIRCUITS a6 NOT USED 57 II/SA-1 EDGE OF CONCRETE PAVEMENT - k 25 t0/SA- INSTALL CONCRETE FILLED PIPE BOLLARD. THE HOURS 6 00 A.M. AND 6.DO P M. MONDAY THROUGH SATURDAY. 4 PLR SITE EL T ICAL N_ _ --------- --- — —�---- - -- � FIRE HYDRANT AND (2) All WAITING TRUCKS R THAN MUST 9E KEPT RUNNING AND 21 SEE GIVL PI ANS FOR PARKING LOT DIMENSION _AYOUT GAS METER LOCATIONS. PROVIDE PROTECTIVE PIPE BOLLARDS WHERE 26 NOT USED 47 NOT USED { Go NOT t.SED _+-__`-_ - _ -__ WHICH ARRIVE AT HOURS OT►"ER T►+AN 600 A M TO 600 c M Ort B _ EXPOSED TO TRAFF C. -- - -- ----- --- '"' - S'AY AFTER 'HOSE -OLRS WILL 9E OUE_EJ ON 'NE EAST SDE Or 6 CONS'puC- CONC CURB OR CURB AND SLITTER OR CURB, GUTTER 17 NOT USED i 46 SHOT USED _^- �-_ ^- 69 'RANSF.'gME4 «/ 30:-ARCS �:R :''Y REGI'S _- - • -AE COMPLEX. -F 'WERE ASE REASCNABLE NOISE COMPLAN•5, HE �e `�Df SOP[ OF AC;.E�SDLE ROS'E OF 'RnvF, 'O 9E `"Ax : aB MANWOLE "C VER ` IANC 5 O wA_R SEE CIVIL DRAWINGS _ y UAL D G DE OL ON LAN 7 6/SA-2 I INSTALL STOP SIGN ON POLE 26 N01 USED 49 NOT USED �70 SERVICE CABNE' � APPLICANT 1NlL 8E REOuIRE7 TO CONDUCT A NOISE TES 0 - R -- --- _- _ _- - _ -- _ ___.. - -------- DETERMINE WHETHER THE TRUCK DELIVERY OPERATIONS ARE IN Jq ANY DEMOLITION WORK NOT `iNOWN ON B N M iTl P 6 2/SA-2 INSTALL DISABLED ACCESS SIGN ON POLE 29 NOT USED 50 NOT USED ,--___-- 71 TRENCH DRAIN _ ABALIGHT STANDARD w/ ONE LAMP ON COMPLIANCE WITH THE CITYSSHAL NOSE ORDINANCE. IF A vY iTS N Is SHEET D 1 IS PART OF THIS CONT AGT � ABASE MOUNTED POLE(2t!' HIGH MAX.) FOUND, 'HE APPLICANT SHALL BE PERMITTEp TO MODIFY iT5 � � 5 30 LANDSCAPE AND IRRIGATION PER LANDSCAPE PLANS. L-1 51 NOT USED `_-- - REFER TO EL CTRIr_Al PLANS FOR DETAIL OPERATIONSLE, TO ELIMINATEHEAP THE VIOLATION F THIS PROVES '0 BE 9 _ INHERE EXPOSED TO TRAFFIC. SEE CIVIL OR ,'" -_ 30 FREESTANDING. PYLON SIGNS BY OTHERSCNIG) - UNDER SEPERATE Wl D FOR 0ONg"41C M INSTALL "RE HYDRANT �MPOSSIBIE, THEN THE APPLICANT SHALL L.MIT ITS TRUCK DELIVERIES PERMIT GENERAL. GONTRAC'OR TO PROVIDE ELECTRICAL ROUGH-�N t0 NOT USED 31 EXIST ASPHALT TO BE SLURRY SEALED AND RESTRIPED 52 _- NOT USED _ - _ -__ - _ LIGHT STANDARD W/ TWO AMaS ON SY NO' ACCEP'1NG OR MAK NG DEL VFRIES 9ErORE 7 00 A M NOL i U APRON AN I WAY-T6� AL AN A $��' A BASE MOUNTED POLE(2S' +IGH MAX.) - AS PART OF THIS CONTRACT REFER TO ELECTRICAL PLANS X SJ NOT USED REFER TO ELECTRICAL PLANS FOR DETAIL PURSUANT TO WEARING EXAMINER CONDITION /7, A COVENANT Q3-651-22 tt NOT USED 32 IC VU T APR N _ _�- ----- FE -- --- - - STATING THAT IF THE TENANT C SITE IS NOT DEVELOPED WININ 31. THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTROLLING Y� 5�� t�fH-�- CONCRETE R�Wh_Qr REFER 10 ARCHITECTURAL FLOOR PLANS FOR AL1. NUMBER OF PARKING STALLS, TYP. THREE YEARS THAT ''NE APPLICANT SHALL 9E REQUIRED 10 POLLUTION. ERO`�ION, AND Sl1RFAGE NATER RUNOFF BY PERFORMING L07 DATa 12 SA-2 5,-0- CONCRETE WALK WITH SCORES MEDIUM BROOM FINISH 31 54 NOT USED 5 STANDARD STALLS 9' r 20', TICAL C - COMPACT STALLS STALLS 6'-6�•X 17', TYP STALlSN1MrH' THE CONVERTED AREA BEING TO THE WORK INGLUDMG BUT NOT LIMITED TO' T 3, 'q°5 �. T___-_- _- CONVERT ALL LANDSCAPING AND OTHFR t3 SA-2 SEE ALSO SOILS REPORT. PAINT PARKING STALL STRIPING. 34 NOT USED __ 55 NOT USED _- -_ - _ _ SHALL 9E REDUCED By '00 -- FREESTANDING PYLON SIGN(NIC) G DEvELOPEO AS U MAINTAINING" THE EXISTING STORM SEWER AT ALL TIMES BY PROVIDING ttiCf oGMe NOT USED 35 NOT USED 58 NOT USED _ TYPE 'A', 'B'. OR 'C' LANDSCAPEDTOE COMPACE.MMEDIATELY ADJACENT 'O THE SOUTH+ DITCHES BERMS CULVERTS PUMPS AND OTHER MEASURES TO i 14 - CONTROL SURFACE WATER 15 1/SA-2 STOP SIGN AND DIRECTIONAL ARROW PAINTED ON ASPHALT 36 19/SA- PAINT FIRE LANE CURB 57 NOT USED -- - REFER TO SITE ELECTRICAL PLANS SAV( -- 2) GUIDING DAMS SETTLING On SINS ENERGY DISSIPATERS AND ,;�M/pl2f ,6 30/SA-2P MINT DIRECTIONAL ARRCW5 ON PAVING 37 NOT :+SED-- ^��, 56 NOT USED _! - OTHER MEASURES TO CONTROL DOWNSTREAM FLEWS - OHEET TT"' 7 .'JSA-1 +'0'- )' WOE CCNC wA_� SCORE;. 5'-0' OC. ME.0 _ _ -- - IN LL N ME VAULT. U _- M BROOM C'.S^ .1B i NO' SED' S9 R E R 1 IT I A PLAN 3) CON',ROLLING UNDERGROUND WATER '"OUN() DURING CONSTRUCT CN 39 NOT USED5i IE 1e N01 USED -� - 60 NOT USED 4) COVERING OR OTHERWISE PROTECTING SLOPES UNTL PERMANENT _ EROSION-CONTROL MEASURES ARE WORKING. lOt�T � Tg 11/SA-2.CONSTRUCT 01SABLE1 PERSONS STANDARD PARKING STALL 40 NOT USED 61 NOT USED _ 15600SW PAC'IFI( IIN%A 5-0 ODE WA_K W"'I- A WIDE J A OVAL S- PE 6 0 C, 4t %OT ,;SED - - - -— 62 NOT USED _ _ 20 I ON A C. OAVING _ — - - 41 INSTALL 'RIGHT 'URN ONLY SIGN' SELOw STOP SIGN ON STOP S GN POLE BJ SA-1 INSTALL PRECAST CONCRETE BUMPER 31 h(."a" Rl'I'115-1111317 3ofl•1 SA 21 /$A-1 ,NEW SIDEWALK RAMP MAX SLOPE T 12 �..r- "- (FOR REFERENCE ONLY) SITE PLAN SCALE 60' NOTICE IF THE PRINT OR TYPE ON ANY I r I I I I I I I ._ .I ..I I L I I IT flT III llr III I1I III III III III III III-ill I.Ihil..l..l.i.,.,i+l,�al,l,,,lll .I.I,h:•I`I:I� III III III III III III I "/ 6 V I I I Sc� � ib� III 111 1 1 1 III I I I Ll I!I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 _ L� 12J IT IS DUE TO THE QUALITY OF THE No ae a'�� ORIGINAL DOCUMENT is L 8L LG 9t; L 4L Sa iG 6 8t 8T LIT til tttStd� 8I L IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllll uulllilILIIIlllllIIIIIIIIIIIIII Illllllll Illlllllllllilllllllllllllll ll Illllllu Illlil]III[IILLl lll IIIIiI>I<111 - --�- --# -8 EQUAL 50E`d Q OCT 256 IM _. 4 r ;r 5'.RIPiNS ---- - - - !O"t TYP IGAI. A5 OCCURS --- [7FPT.GGI4Rtr i2' RAD TWU-GOAT5 "H!5HWAY ; PER PLAN / ___- CONCRETEA 51DEWL<, YELLOW' (T'�P.) i i — A b" GONG BLOCK FOR REiNFORGING yUMINUM S.GN PAINTED FOR EQ EQ EQ - - AAL: PLANTING P - 5EE FLR PLAN RED W/ I" VYiITE ' PLAN1 f PAINTED BORDER 22 PLAN 2� tV -- TUBE STEEL - - - - _ �• � POST, TYP I I I WHITE PAINTED LETTERS 'I ry ��-------0 - ! IL - - --- I I u U5E GALVANIZED 50--5 -' \ I 1 -- FINISH GRADE �- 46 HIGH "ELVETIGA I f ' s Op�o o•°o°o'O• I Q -- -- { .._.. --- d)l Q I I - - i it -- HHI�GHWAY WHITE I I -- - - MA5ONRY WALL F I -b" WIDE STRiPE \ I I I WiTS HIGHWAY BAR iITE LATCH ) d) -I - METAL X00 \ i v / I bALV.5TL.UNISTRUT AISLE ¢ G'V!L PLANS ^— -- E AT c�ti GONG. CURB SEE SET IN GONG. FTG. �L:E 5 '"F I _!° CANE BOLTS SET .N 11/2" X 3"LON6 PIPE8�m SLEEVE IN SLAB 1-RASH ENCLOSURE 2THICKENED EDGE ® PLANTER 90 HEAD TO HEAD STOP SIGN STOP SIGN 1 6 . __ -, - 16 -4 R V I s,'- 11 ! 3 r?C ✓ Oi SCALE: sl'-O' L a2a4 R:_ ✓ = = i t - RI /. SG ALE: /4'=i'-O" RB02 QEJ O '>GALE. /�'-I'-O" v2 03 E OI SCALE /9' O" ._ ✓ � _ J1-TRO R - MORT AR GAP _____ 4_ - WHERE DOUBLE FACE G I i -------------- 3- IN5TAILLATION HAND'GAPPL D STALL '� c c EXTERIOR GEMENT PLASTER TO � / 515N OCCURS, J�E SIGN, VERIFY EXACT GALVAN,ZED BOl_T5 PORCELAIN ON gTEELMATCH ,ADJ. BU!LDINb WALLS I - I LOCATION PRIOR TO s 4 COR'�ERS REPLEGTORIZED SIGN,� I I I 8XbX�b GONG. BLOCK AAL<NA II' RAMP I�{' ------- BLUE BAGKGROLND BOLTED TO UNISTRUT -- GROuT ALL CELLS I - GONC CURB Res�Rve EQUAL TO COLOR GALV. 5TL. UNISTRUT SET I I NO. 15000 IN IN GONG.FT6. G iu SEC CIVIL PLANS II - Gotvr FtL-Tf: �urZe. ,, FEDERAL STANDARD I I �4 ✓ERT ® ` 2' D.... o � 5E-[ GIV!L DRArVINc55 _ ._. 44 CONT. HCR,Z I I Q Yp. 3 PLACE.. -T `------ - -- ------' -� TOOL JOINT N!/ 3'8" m \ -- HIG�!WAY-WHITE 0 I/2"R r 5YMBOL t LETTCRO / EXPANSION JOINT ".] - - b" X b" GCNGRE-"E CUR© ------ 1 - H NOTE SIGN TO APPEAR AT EACH --'� j O �, -- �- REFLEC-OR ZEP 5' N ENTRANCE TO OFF STREET PARKING -ON 3 51DE5 rr (5TL. 4 PORCELAIN) W/ WITH LETERNG NOT LESS THAN FIN. p� I 0 3b YP) - -- - b" THICK SLAB C,/-R O° � S�pEWALK � � � I I BEADED TEXTURE OR EQ. I" IN HEIGHT STATIWb: GRADE 2' OF SAND, MEDIUM o �� ! 13OLLTED TO UNI5TRUT _ Q BROOM FINISH-SLOPE -_-=__ LANDSGAPIN6 WHORE OGC.UR'S _ O I "UNAUTHORIZED VEHiG!_ES NOT - J -- ---- AG PAvtN6 f -4" WIDE PAINTED -- I) II CONG.WALK OR AG PAVIN;5 DtSPLAYI�G DIST NGUISHINb n O DRAIN _____.�___ �P 1 ++� I PAR<iN5 STRIPES: PLACARDS OR LICENSE PLA-E-S L l- 2-COAT5 OF II II ISSUED FOR PHYSICALLY - --- +— HIGHWAY YELLOW 1 I -- I !/2" 50. SALIN 5TL. HANDICAPPED PERSONS MAY I I I m --- lul FT& 5LT SET IN GONG BE TOWED AWAY AT OWNERS _ - �(� L J- _ FTb 51.EEVED d BOLTED Ike, It EXPENSE. TOWED VEH --.-. I I li- IT, .° - --- i _ 6 HANDICAPPED -- -- - m r�tAY BE RECLAIMED Ate__ I -- o,'_O"LL _ SYMBOL OR BY TELEPHONINb _ m . + -- -- GONG.FTG.W/ 6 x " DIA. d �5„ DIA* • >K4 GONT.T40 AIC PAVING SEE CIVIL CURB AT WALK 90 HANDICAP STALL DBL HANDICAP STALL SIGN HANDICAP NOTICE SIGN 1 TRASH ENCLOSURE WALL 17 - 12 �_, A-. : = 7 4�V, � _ - 2 27 RE J �A_C 3,4 _, - 22 �� SCALE: NTS 2_ R_ / h.A_E• �._ - 1,ANDIGAP STALL .---------------------` o S GN, VERIFY EXACT 1 _OCATION PRIOR TO (�` ` 8" 18" k GONG BLOCK FOR WALL N5T,ILLATION FINISH 5EE SECTION 2" DIA WEEP HOLES • � --- 2 PER PLANTER GONC.GURB RAMP ' 3" NOTES 3" 1'E CIVIL PLANS 0•0' I,SYMBO-I PAINTED -_ 4X4X1/4 TUBE STEEL HTWAY WHITE f___---- POST PILL WITH = / 1 r 3" \� NT TO MOATCH TRA5M 1ENCLOSURE 1�'RADIUS GONG. CURB RAMP r ``------ ---- ----- / 4 - 93, AO COAT5) 2PAGKGROUND A W/ 1:12 MAX. SLOPE-(5) HEAVY DUTY 3"WX5"H �60' ____�[.- I:8 MAX. 51DE5 PAINTED BLUE,U� EQUAL TO GOOK (_ HINGES WELDED TO FRAME � CONCRETE CURB 4 HEAVY BROOM PLANTER N15Q00 IN FED. I CHANNEL, PAINT TO --- - _ - ----- ---- I—IN15H (TYP.) �_ I � 10"R in MATCH ADJ. SURFACE . `l � :1S r 36"(TYP) _ STD. 5 5A ) _ 4" WIDE PAINTED �' < - 1.2X2X!/` FRAME AND J) - -A R:HAR COti- \,.,OUS, TYP. o `n \ 3 '1/2' 3.5`r'�SOL `�EAS.QES L rik� a, ARKING STRIPES: 50UARE - - DIAFiONAL BRACING, �- , l ry WELDED ALL AROUND ® HI GOATS Off" . I ,. !�IbHWAY "rELLOW .p-• - \\ I I/2 - t 3/8" GORRIbATED PLAN STEEL DECKING, WELDED �AYr"BOG P TO FRAME, PAINT TO MATCH ADJ. %Rr AG= -SRA`H ENCLOSURE DOOR CURB AT PLANTER 90 HANDICAP STALL HANDICAP SYMBOL DIRECTIONAL ARROW 18 13 _ _ _ _ 3 m _ 23 ��.✓ REQ 5:C Ar: L'E REV 02 SCALE; I I/2"=I'-O" RE'✓. SCALE: NTS U2-128 RE✓ Ua SCALE: /F�"=I'-O" �- ET ER5 !4 DEEP GROOVES ® _ _ \ W '� �"ED.RAL, c- -- r y{F_c➢ _ b 625'-G JN7CQVA_5, ON GA4 O✓rR+~ANO - GU45FAGE AND TOP OF 3/4' o.c. LOCAL CODES CURB 2 GOATS A ND REGULATIONS. Q. HIGHWAY WHITE PAINT, TYP. -- <��' GONG. CURB - t4EAVY BROOM FINISH 1;10 MAX SLOPE ---- L 0 0 �`'�I n R �S W 4" WIDE 5TRIPINS \ A < G ry C !l GONG. CURB, PAINT TOP d FACE ,�,0-GOATS "HIGHWAY OF CURB WITH TWO GOATS OF �S ,��I(n °HIGHWAY RED" PAINT W+--+ITE (TYP). ( u o- cc SEE SITE 4-�?-- PLAN MIN. O = Q LL AND CURB CURB RAMP � DC `S FIRE LANE CURB 19 90 STA 14 _ g 4 Q - 29 ' ✓ : �_ 24 02-56NIO , 'J OJ GA•_-= -2-404 2EV OI ��GALE. /8"=1'_0" qr.V, SCALE: G^✓ SCALE: /B"-I'_G -o ly 5EE SITE ELEC. PLAN TOR LIGHT 1i1 STANDARD HEIGHT d CONDUIT PAINT 3" N'GH 5TENCILCD LETTERS 0 > SIZE. SEE LEGL-ND FOR FINISH, TOP OF G'JRt3 W/ 2 GOATS OF HIGHWAY WHITE PAINT, SEE 51TE PLAN 1 ) ---HAND HOLE W/&A5KI!T COVER I G` ------ALUM, BASE COVER OVER GALV STEEL PIPE GUARD, CONCRETE FRILLED. -- PAINT TOP d FAGS OF GONG. GUQB _0 2� ! �"-` 1" X 11 1/2" X II 1/2" t3A5C PL. W/ PAINT W/2 GOATS OF HIGHWAY - 2 GOATS OF "H GHWAY RED' PAINT 4-1" X 36" A.B. OVER I"DRYPAGK �1 YELLOW. BID ISM DATA < _ N 012 COPPER GROUND WIRE �-'3-p5 -- CONCRETE WALK-� - ------- r N, SURFACE JOB NQ zoi- PL& � `C b -FINISHED SURFACE - a3-651-25- o � �00D11T@QGONDJIT, SEE SITE ELECT. PLANS , 9CAlE - T7 t�� L z DRAWN BY: 6'-O" FOR STANDARD HT. EQUAL TC% -- OR GREATER THAN 30', 6' O" FOR I SHEET 5' GL4. `�TAyDARD HT. LESS THAN 30' SITE DETAILS / -GROUNDING WIRE L -.----. .-. GONG, OR AC PAVING z----� �' rr► SHEET NO, ' RAMP A5 O C ; A\- - 30" %IAMETER GONG SASE i --� . W/,4-85 VERT. BARS 4 15661)SW PACIFIC HWY T'75 ao !2 O.C.(-OR"T-D I�• Ia, III n�; ..,V„ --- SEAM�E55 50NbTUBE A3CVE' GRA>E _ ISI r�,, 00317 •4of1-4 SA- 2 CAUTION CURB LIGHT STD. BASE DETAIL STEEL PIPE GUARD _ --_ 15 �: _ _ 10 :�� 5 5 v� J SGA!_E: "=I'-O' 2 0 RE'J yOAl.f� 02-201 ✓ C �GAI_E: /2 0' I I ill I I 1.Jill - NOTICE IF THE PRINT OR TYPE ON ANY i i i I i I I III I I I I I 1 !11111! III III III I(I 111 I I III III III I I I I I I I I I V I I I III III I I I I I I I I l i l I I I I I I I III III l i l I I t, i i41 �- � 61 � I I !bl _ ! 1 I �b I -�1!I 5� IL. IMAGE IS NOT AS CLEAR AS THIS NOTICE, -__ IT IS DUE TO THE QUALITY OF THE No J° ORIGINAL DOCUMENT fi � 9G LS FI,, A ti fL 8 6tL 8 8i 9i Lt 4t t St t t II IL 9 11[III ll111111 iIIilll11 IIIIIIIII Illll,11 ,111111171, 11' IIIlllllll llluilll Illllllll.lllllllll IIII�IIII IIIllilll IIIIIIIII iiilllli IIIIIIIII IIIIIIIII IIIIIIIII illllllll lillll!ll Illlll111�IIIlII�I ultllill � u11 1 OCT 25, 1995 - ' \ DEPT (4101f-LrO6 ' ' g 8� i8.11 87� O 1 4 3 2 1 1 - I 1 I r I I i 40 -r, 41)-O" 4O-O 40-O" 40-O" 40-O" 4' 1 1 Ib 6 51M. iI -4' 161-0 1.116' yw. ' I i1'-11 1/16' '-4' - 421-8 IK' 4' 47-11 fJl► _, 4'. IZ 47-11 IAr �" ,- I I_�47' I IA6' '-4' _ 16'-0' '-4' I"'- lo a to e , 10 � 1 � I _ -- -- _ - - _ - �--- -- =,_- - - - _-- - - -- - _ -_ ._ - ._ _ .._ --T - _ � yT _ _ter•- 7-- T__- - .�--'T_- - - - - - - _��-_- - - - - -� _ _ I 2 _ �1 - Z - --- 2Z� qcw coy \- ! I / � (3 I g µ.I / 4 g 1'-4' b'-C' S 4'-4• T-0" S-- S-1 / - 4._1' S 14-0' l 4`I' S p'-0. '_ I' 4 _ I _ I Al II -- - - - - - - ---- - -t e'-4 Ve' I°'•1-II/Ib' is <5✓'b' 10'-1 4/161 10'�5/6' _ -b 1 - - -16-0 9d4'_-. 131-01/1111111 I I 6 I OF "0 - - -- a.s 3/b' 15'-0 Vlb' -_!4'-4 19 V - �-�-Sir - --- - - 11-6 9/16' I 5HQP_AI 5-+Ot'-A2 5HOP- I A4 + 5HOP_A5 5MOP � 5HOP-A7 54OP•A8 SHOP-A4 _ ILO(]] C:` i - 104 1 �� 06� C 10� C� _J I ( '3 _j i C C « `r 400 5 F 2,100 5 F 7,000 5P -+-+ �-��_� 4 J O ct 10 , / 1,100 5f. BOG , 5C _f• 1,400 SF C�3 ., �'L'�,J !s i6 `3 0 / � A41 C�- a15� 118 v I I hoar - // I 1 10 -- �� / I 4 4 4 4 I 4 1 1 4 A6.1 TYP. - I 1 ;-µ-�I / A5.1 I 2 2 10 [23 123]^rP!cAL cL iR _ M_ R _SjriG�"� / �.:5 I M OM 57 RE5'ROOM_ w 10q i / III 1 112 � 3 114 15 4, I IIl 1 - 14 4 •�4 � :�'�- 4 4 _ � \4 ® -I•fi 4 1 U 5 5� �/ 3� �'� �'J 3 in �or 510EYi1LK - Efl6E OF 51DE�INlC ZZ r3 `w x�c1w A6 I� A4.1 ,G3 5 2D'.4• L 19'-0' 4'-0' 61-61 26'-i• 4 10' 264' �_. ��, - - -�`�� - - �• �1�, �'0 d, L 1W _�---- -- �f` - FLOOR PLAN SCALE I FLOOR PLAN LEGEND DOOR SCHEDULE_ INTERIOR FINISH SCHEDULE KEY NOTES � -- ._ (�_ 1 I c 7 w l I Wxt CONCRETE MASp�eY UNIT r 1,1 _ 0 2 3 5/8" METAL STUDS 0 ib" O.G. WITH 5/8" GYP, BD. FROM FLOOR TO b" ABOVE MASONRY /TALL - SEE 5TRUCTURAL DRAAtN65 ` , t T-BAR GLC. ON ONE SIDE I FLOOR TO UNDERSIDE OF DECK ON OTHER SIDE. OPCNING v c' s j � DOOR c I i v T- ~ _+ d FINISH (SEE DETAIL 18/Ab.l) u- 3 1/2" METAL STUD • 16" O.G. Y41TH R-I1 INSULATION SIZE Q+9xH)' cs {- REMARK5 ty ROOM NAME u' } l�il :`� L REMARKS n ALUMINUM AND GLASS STORE FRONT. FROM FIN, FLOOR TO 4'-0" A.F.F. - -- AND 1/Z' &YP. SD. TO UNDERSIDE OF DECK -- - `,'J, (VERTICAL MULLIONS SPACED 0 5'-0' O.G) 1 6'-0" x 1'-Q" 1 - 13/4"1 AL AL 3/16.1 3/Ab 1 ICI SHOP- All F-I - N-2 W-4 W-4 W-I C-2 12'-0' CLN6 BY TENANT. --�-- -� 5TOREFQON7 - SCE DETAIL Z, 3 4 4/A5.I ---- - - ® STRUCTURAL TUBE STEEL (SEE STRUCTURAL DW65). AL AL 3/16.i 3/Ab ! 102 SHOP- A2 F-I - W-2 W-1 W-4 W-I C-I 12'-0" -�- __--- � 5'RUGT',AZAL STEEL FLANGE (SEE STRUCTURAL DWG5). 3 3'-0" x 1-0" 8 13/4" Hv HM 5/Ab.1 5/Ab, HOJR BATTC G3 = F-I - W-2 W-I W-4 yl!-1 (,-I 2'-0" a . SHOP- A,, a A4 - -- -- -- --- � SPARE • 4 3'-0" x !'-0" q - 13/4 N WD 8/A6.1 104 5H0P• A5 F - W-2 W-1 W-4 W-I G-1 2'-0' � - t C -- 1 CANOPY: EXTERIOR INSULATED FINISH SYSTEM OVER 5LD6. PA0rR AND V c10 GRID LINE 5 6'-0" x 1'-0" 2 - 1 3/4" hM HM 5/Ab.1 5/Ab. I HOUR RATED - 105 5HOP- 6 F-I - W-2 W-1 W-4 W-1 G-I 12'-0' -- 1/2' EXTERIOR GRADE PLYWOOD. \ / b -'\__/�__ 10b 5'`�P- Al F-I - N-2 W-1 W-4 W-1 G-I 12'-0" 4" SPLIT FACE G.M.U. WITH PRE-CAST 4" BILL SEE DETAIL 13/A6.1 - DOOR DESCRIPTION ABBREVIATIONS:____ _ 101 SHOP- A8 F-I - N-2 W-I W-4 W-2 6-1 12'-0' 6" GONGRCTE CURB AT THIS 51DE WALL ONLY, A9.1 T O AALL 5EGT ON DETAIL - - - -4 - _ AL ALUMINUM i08 SHOP- Aq F-I - N-2 W-1 W-4 W_2 G-1 12,-o ui HM HOLLOW METAL -- 10 PRE-FABRICATED METAL AWNING. 0 � T DETAIL IDENTIFICATION WD WOOD IOq RE5TROOM F-2 B-I W-2 N-2 W-2 W-2 C-3 8'-0" z Ito RE5TROOM F-2 B-1 W-3 W-3 W-3 W-3 G-3 8-0" II SECONCRETE 5 E PLAN FOR MORE CURB 5EE INFO)TAIL 11/5A-2. (BUILDING SCOPE OF WORK LINE, z 0 s ' IZ SIDEWALK CONTROL JOINTS AT 5'-0" l3I EXTERIOR ELEVAtION IDENTIFICATION, III RESTROOM F-2 $-) W-3 W-3 N-3 W-3 G-3 8'-0 FINISH NOTES I!2 RESTROOM F-2 13-I N-3 W-3 W-3 W-3 G-3 8'-0" 13 10'-0" WIDE CONCRETE 51DEAALK 0 FRONT t 51DE AND 5'-0" 0 REAR. O DOOR SYMBOL .____ - _- _----- - EL 113 RESTROOM F-2 B-! W-3 N-3 W-3 W-3 G-3 8'-D" 14 3 5/8" METAL J015T/STUDS AT 16" OC. WITH 5/8" 6YP BOARD AT WALLS AND a Q I?% FIN15H 5GHEDULE DE5GRIPTON ABBREVIATIONS: _ TDP I BOTTOM OF CEILING JOIST. (FINISH CEILING HEIGHT TO BE 8'-O" CLEAR O ( � 5TRUCTURAL COLUMN 114 RESTROOM F-2 B-I W-3 W-3 W-3 N-� G-3 8'-O" 5EE FINISH 5CHEDULE). (� FLOOR MATERIALS: --- _ - ILLUMINATED E=XIT SIGN F-I EXP05ED CONCRETE WITH SMOOTH TROWELED FINt5H 115 RE5TROOM F-2 B-I W-3 W-3 W-3 W-3 G-3 6'-0" 15 SHEAR WALL SEE STRUGTIJRA_ DRAWINGS. a' Q (5EE REFLCGTED CEILING PLAN) F-2 CLA5516 GORLON VINYL SHEET FLOORING BY ARMSTRONG "5EA6A'C' -- Ib ELECTRICAL ROOM, (3 5/8" ME=TAL STUDS AT 16" O.G. WITH 5/8" GYP. BD. ON TENANT IIb RESTROOM F-2 B-I W-3 W-3 W-3 W-3 G-3 8'-0" (n � Q SALES FLOOR ROOM NAME COLOR: x86522 ALMOND. PROVIDE I" WIDE VINYL f NGHIN6 5TR P BIDE AND 1/2" PLYWOOD IN510l OF ROOM. FINISH CEILING TO BE 5,/B" GYP, BD. UNDER 1 ROOM NJMBER, SEE ACRO55 E06E OF SHEET VINYL AT DOOR THRE5H0LD. I11 RE5TROOM r-2 B-I W-3 W-3 W-3 W-3 G-3 8'-0" 3 5118" METAL STUDS AT 16" O.G. (8'-0" A.F•F) BASE MATERiAL5: -- 11 MEAL ACGE-55 LADDER. BEE DETAIL 20/A5.1 r� �-"•/ �• B-I 6" HIGH,RUBBER COVE BA51 . � V ~ r I II LOOK PLAN KEY NOTE MAIN ELECTRICAL 5WITGHBOARD 'M5A". (5EE ELECTRICAL DW65) ! ' WALL MATERIALS: �Iq MAIN TELEPHONE TERMINAL "MITA" (5EE ELECTRICAL DW6S). W-1 TAPE .IOlNT5, 5AND 5MOOTH AND SEAL READY r0R PAINT, NO PANT AT EXP05ED MASONRY WALL5) i�>D 5PRINKuER R'5ER. W-2 ALUMINUM STOREFRONT WITH 1/4" TEMPERED 6LA55. (WIRED OR TEMPERED WHERE NOTED ON ELEV. 5HT A4.1) 21 TENANT 5PAGE ELEGTRI(AL PANEL LOCATION VERIFY WITH DE516N BUIL^ _ SID ISSUE DATE- e43 1/2" WATERPROOF' GYPSUM BOARD, TAPE JOINT5 SAND 5MOOTH AND FDG 122 3'-b" HI FENCE WITH 2 3/8" VERTICAL END P05T of 10-0" O.G. SEAL READY FDR PAINT, PAINT EXF05c:D GYPSUM BOARD AREAS ABOVE m/BALL GAP5, I V ,•OP RAIL AND 2" CHAIN LINK FENCE. JOB NO. F WAIN5COT WITH 5EAL 6LO55 ENAMEL, vv Q3-651-25 - I FIN15H: "WASHABLE PAINT" 23 H/G APPROVED DRINKING FOUNTAIN. 5EE DETAIL II/Ab 1 PLO?DATE W-4 EXPOSED CONCRETE MASONRY UNIT, (1) ONE PER TANANT SPACE �^ PLOT SCALL I•I CEILING MATERIALS: DRAWV _..__ -- G-1 24" x 46" x 5/8" thk. LAY IN ACOUSTIC CEILING TILE IN SHEET TITLE 5J5PENDED T-BAR GRID 5Y5'EM. BEE SPECS. FLOOR PLAN G-2 EXPC5ED STRUCTURE AWVE - NO PAINT -3 GYF5U'� BOARD D'/ER ME'AL STUDS, PAINT WITH-SEMI 6LQ55 SHEET NO. ENAMEL,.. COLOR, ANT GjE WH'E (DO NO USE WATERPROOF GYP BOARD of CLN6.) . 15660 SW PACIFIC � ' ' A1 .1 tl r� 'N -!7. ALL FiN15HE5 !NDIGATED A!30\/Lr ARE TYPICAL UNLES-S O T HERYr15E III DG"A" NCTEn ON PLANS. } Itl'P95-00317 Rof14 1 t- NOTICE IF THE PRINT OR TYPE ON ANY I r III 111 111 III III 111 I I I A111 111 11 I I 1111 T1,"1(1 111 111 111 11111 1 1 1111 111 111 III I I I I4FL 111 11 I 1 f i 1! 111 1111 11(1 111 11111 .I 11 111 1 Jill 11111111 III I 1111 illJ�f IIIIfll4IIII Ill61 Il ��IMAGE IS NOT AS CLEAR AS THIS NOTICE, I �J L � I_ �-.�- 1-1 IS DUE TO THE O'JALITY OF THE No.96 _ ORIGINAL DOCUMENT fi L B b6 e� "611 P" ss iStLt 9jTtt BI nT i T T6611111J,1111 LI 9 2lllllll lllll�llIllul 111lIIIIIIIIIIIIII�I1111111�I1111LIIIIIIIIIIlllllll tlllllIllllllllllllillllI1111 IIII�N11 4 t 1 OCT 25,IM 9 �4 .4} • 3 2 t1 ) 1 - - - ^ ------------ 4f I I I 1 40'-O' 40'-0" q" b" ZO'-II" 40'-0" 40'-0" 40-U° -0" --- - -- -- --- ---- - - ------------ I 12 13 q b 10 10 3 1 TYP. 1 CO b 10 II 13 12 20'3 Ill' 20'3 I!2' t _ ---_20'-5 U2' *10'-0* AFF. I � - +13' " AFF. � - — -- -----� --- - — -- --- _--- ------ ------ -- ----- - — --- �_ — � +13' ` A.F.F.�I q II to__a O O O O O I O O O O O O O O 0 G II O O O O O O o O O i O I ° _ _-- —_ - -- -- ---- --- — -- -- - --- -- --- -- -- - -- - - - —� — _ - ---- - - I -}-+ _ q r -t _yva I / O - _ _ _ - - - - a I — J OB • O / � ! INE1lt t '00 D �nW,frrlw I t noo +-1 - 4 1 - i'1 i Qr yr a �8 W _�� L!3 cl /RGRRT/LINE I I � 51 -- L JJ -r REFLECTED CEILING PLAN SCARF. : GENERAL NOTES CEILING PLAN LEGEND KEY NOTES 5Y>✓IBG" �ESGQi PT10'N � 8xN4 GONGRE1E -'A5ONRY UA,- PROVIDE ALL RE5TROOMS WITH AN EXHAUST FAN CAPABLE Or AIR CHANGES PER HOUR, SWItTGFiED QTY iN1TH THE L16HT 1•IXTURE � 3 5/6" METAL STUDS • Ib" OG. WITH S/8" GYP 80. FROM FLOOR TO UNDERSIDE SEE MECHANICAL AND ELECTRICAL DKAYVINvS. - -- 2' X 4' LAY-IN ACOUSTICAL TILES IN SUSPENDED T-BAR OF DECK. _ Yp SKID SYSTEM. SEE DETAIL AND SPECIFICATIONS. 2- 5 ALUMINUM AND SLA55 5TORE FRONT, rROM FIN,FLOOR TO M'-0" A.F,F• L_ 2. TOILET ROOM GEILIN6 SHALL. BEG 5UM BOARD ON 2 X b _ -._ (10'-0" TYP• CEILING HEIGHT U.O.N.) � C� GEILIN6 JOISTS AT 16" O.G !8'-O ) 1YP. CEILING HE16HT - U.O.N SEE ARCHITECTURAL FLOOR PLAN FOR RESTROOM LOCATION ® FUTURE TENANT DEMISIN6 STUD HALLS. SPECIFIC TO EACH SPACE. RESTROOM WALL 5EPARATiNS FROM • SALES AREA TO BE 6" ABOVL= SUSPENDED GRID GEILIN6 OF SALE-5 F-77 2 X 4' RECESSED FLUORESCENT L16HT FIXTURE AREA, ADJUST LOCATION OF RECESSED 2X4 L16HT FIXTURE A5 (SCE DI=516N BUILD DRW65) �5 DRYAALL (EII.N5 AT &-0" AFF Q 4EQJIQED. 30"x36" GA'vD°" A:.GE55 °A`EL � c 5. 5USPEND'✓D GEILIN6 TO BE GCNTERLD SIDE TO SIDE 'N 5PAGE EXHAUST FAN c WITH CENTER OF 2' WIDE PANEL AT CENTER OF SPACE. WHEN �� mic BORDER TILE 15 LESS THAN 6 INCHES IN WIDTH SHIFT THE LAYOUY C!J DAFT STOP of 100'-0" OG uAX SFAGiN6. TO START W1TH A FULL ACOU5TICAL TILE ON ONE SIDE. f-z� WALL MOUNTED EXTERIOR L16HT FIXTURE I 4. SU5PENDED GRID TO START 4'-0' GFF STORE FRONT WALL TO C8� 4" CONTINUOUS VENT b" AWAY FROM EDGE OF STOREFRONT. — lot RUNNER, 5. PROVIDE WALL AN6LE/RINb TRIM AROUND ALL COLUMNS. NAL'- MOUNTED LIGHT FIXTURE C�J 5" DIA. REGE55EP L16HT FIXTURE (ENTER ON CANOPY AND IO'-0ON OG. 5PAGIN6 6. EXIT LIGHTS / 516N5 TO BE: PRO'✓IDED SEE ARGH'L FLOOR PLAN AND ELEC?`RICAL PLANS. O RECESSED CANOPY LIGHTS 10 PRE-FABRICATED METAL AWNIN6. (BOTTOM OF AAN'N5 TO BL- 10'-0" A.F,f) LJ z 1. BOOK OF SPEGIr-Ir_ATION5 15 TO BE INGLUi7ED A5 PART Or TH15 < O WORK, EXIT , ILLUMINATED EXI7 S16N 111 CHANGE IN CANOPY HEi6HT. 8. SEE DE-7516N DVILD ELEG AL SHEET FOR CIRCUITING. �I� 6OLUMN• (4" SPLIT FACE G.MU. WITH PRE-CAST 51LL) R W '"D vv �� ACCESS LADDER (TOP OF GOLUMN TO BE 13'-0 A.F.F.) �" 2 W Q ALL LIGHTED EX17 516NS SHALL HAVE THE INTERNATIONAL I 5YMBOL OF AGGE510LITY INCORPORATED, rl3 CANOPY: EXTERIOR INSJLATED FIN15H SYSTEM OVER BLDG °APER R O AND 1/2" EXTERIOR GRADE PLYWOOD. CL O o Q Q Q 1 Q BID ISSUE DATE: PLOT DATE �C-25-Q5 �, PLOT BCN.E rk7A1Md 6Y: J�tii SHREFLECTED CEILING PLAN f SHEET W. A2 .1 5660 P-'JV PAC'I�IC HWY gLOr"A„ e5-00317 6of14 t t ,r': �. 71 ,. •- .., .+ ':. taur. e"v!.,h ....".-.,„.a...ra. ......�.......,_. .._�.., __ ".. .� ..c'.., «.,..�. ...".....-r.«..•+. .w.,..�-.....n.w.....,._ .,.n.-....... ......w......-,._.+.....,........"......«....".. ."...�..�..-....,. NOTICE: IF THE PRINT OR TYPE ON JANY Iijr ill 111 I�III�I ISI illIII Iii I I III I;I III 111 !�I ISI ISI I I III III ISI ISI III III III I I I�I'l11 ISI I I Int tlrlll I I III III ISI I I ISI SII Ilt Ijl III ill III I I �, IL- i-4�_ _ � ► i 61 i I ► � I I � - bl__! TJ )L. IMAGE IS NOT AS CLEAR AS THIS NOTICE, __ _ No w IT IS DUE TO THE QUALITY OF THE (_ 4- 10 ORIGINAL DOCUMENT IIIII III Illl��llllillll�llll lllllll 1 IIII�IIII �ll.�llll�llllll�llll IIIUlllllllll�llll Illl�lllllllll�llll�lllllllll�llll llll�llll IIII�IIII IIII�IIII IIII�IIII Illl�llll�lltllll Illl�llll llll�llll IIII�IWL' ul 9 � S L ll�III1�N11 RIENOWN8 OCT 25, 1995 8 8.1 8 7 d 5 4 �� ( 2) 1.1 1 -- ---- I � I I I I I I I II 4T-0' 04 1/4' I-0 IO 7 L it � TP. r a 1 10 8 10 I I o. b ; - _ \ 1 -- - -- - -- _ _- - _ �� _ I - -- - - _ _ _ - - - - - - - -- - - LZ r�'♦' TP. no' 11'-W TS. TP• 42'-0'TP. II 15 I (3 Ir. - - I II'E� - - - - - -_--_.� _-_ __- �. - _� � REVISIONS 11 1 a q b 2 b02 6 2 3 2 0 �2 2 2 �- 6 7 6 B A E A E E G B AB E � - . G ! t3 F - qg Ib \ I I ! 77 13 1 i i I B �[Typ- TOPOM ------- --- 07T ll&oty I TO.KLLION 2 ---ALUM/6LA55 _AWNIN6 `- q STOREFRONT 0 (TYPICAL) (TYP GAL)T 5 i yH .Will NORTH ELEVATION 1 SCALE: 3/32"=!'-0 rram� J W Atr 998 4 8.1 2 / 5 04 a 7 3 e � 4 2 2 � 8 ? j q 8 b G A D D B A B 6 A� y i G B j ILIN6 I E Ar ! j - — - TO i A T TO M6N g G I I I U J♦ I C� ° _ i - 4 �' 0 3 FLR `r' x DOWNSTO MATCH)OI)T J _ (TYPROOD ! ENCFIN - (PAINT TCONT. FE ROOK AG -- GE55 LADDER (PAINT TO MATCH AD.1. WALL) SOUTHE ELAVATION2 SCALE: 3/32"=1'-O" kk i i n 2 2 b �J q BK) D 8 C b E �• -G E F 8 A E A5.1 A B A5.1 2 2 6 4 C-13E � � A B � p �8 Ib A5.1 A5.1 �� ,a rle•I�� TQ�'. _ I /1622, -- D— �Ri'Ka� I�' i• _ 6 1 1 i—_ fa CROP. L tiE _ -c C I BOOR AGGE55 LAP7ER—__- L • _ ' _ �, __ ---..__ 1 I �. (� (PAINT TO MATCH A0.1. WALLi j ; 1 _ - Tn 1 teNRY" QUO ndr�r. `. c 9'•O" TD MULLILIAD. 'ON"RE GUF3r r r CONCRETE CURB CONCRETE 51DEWALK C GUARD RAIL-- I - (:,ONT. FENCE 00-no•- 1 -K rLOt IO 2 0 2 lb" HI CONCRETE Gi:RB G H G UNDER 5TOREFRONT OLA55 J Q O (;NE5T ELEV ONLY) Z 0 L 5HOP "A" W I GP "A' < CC EAST ELEVATION SCALE: 3/32"=I'-0" 4 WEST ELEVATION - 3 0SCALE: 3/32 G 0 M cr l EXTERIOR FINISH SCHEDULE O Q- � I r 0pC MATERIAL FINISH vJ cc Q LJ i k6x16 5PLITFAGE CMU w/ COLOR TO MATCH MILLER Q RAIN%ARD "GOLORLOK" — A "POLAR BEAD., �--- 2 EXTERIOR INSULATED FIN!5H COLOR TO MATCm MILLER x5422M SYSTEM 3 "ANTIQUARIAN GREY" S _ 8xbxlb SINGLE SCORE CMU Al COLOR TO MATCH MILLER V54%:) I RAINGUARD "COLORLOK" G 105T CAVERN" t 8x6x!b 5PLITFAGE CMU w/ COLOR TO MATCM MILLER #5402v RAINGUARD "COLORLOK" D gym, BIR ISSUE DATE: G (–E) COLOR TO MATCH MILLER Ue2,;:,5_ 8xbx,b „'�OOTHFAGE GMU w/ JOB �RAINO- JARD "GOLORLOK" "CANTON JADE" 013 3-23 ?{ 5TANDIN6 SEAM METAL PLOT DATE: AWNIN6 (F) DARK BRONZE FIN15H - PLOT SCAIEE ? ANODIZED ALUMINUM STOREFRONt - '-I G COLOR 70 MATCH RAS 6000 DRAMI SY: -------- -- J.G.M. 8 MISCELLANEOUS METAL H NATURAL GRAY BNEET EXTERIOR EL,-VATIONS 1 3/4" REVEAL PAINTED - --- J SHEET NO. FLA557ONE COLUMN BASE - PAINTED K , X4.1 15060 SW PACIFIC HWY !I _ BEGA WALL SCONCE _ CMU GAP w+�h BI DG"A" 30 bP/ RAL #6000 RA!NGUARD 'GOLORLOK" --- - P95-00317 8of14 _ NOTICE IF THE PRINT OR TYPE ON ANY III III III III I�IlIII I I III III ISI I I ISI III III III I�I III III t I III IIIII�I III III III III 111 III III III I I III IIIIIII I I III III !II I I I�I III IIIIIII III III IlIII'I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I i I _I,L _ i I1 i I i 4� i I i i + i 6 i I i f i I i i + i , i I �b i 1 i 1� J(,�,j>✓ �� 1-�-J IT IS DUE TO THE QUALITY OF THE No.M A': .;, III�IIII .. � .I � —TOFIGINAL DOCUMENT LL I I I I I 9R IIII�IIII IIII�IIII IIII�IIII Illl�llll 11111111111J1�111 lll�lll IIIUIIll Illl�llll IIII�IIilllllllllll IIII�IIII llll�lil1111111111 IIIIIIIII Illl�llll 111111111 IIII�IIII 111111111 Illl�llll IIII�IIII III 11111 1 FIEVIAIONG �1 T A al n OC26, SM I — - CORKAGE oAl I X 4 CONT METAI_ GOR",L9 :JE"AD T.O. MASONRY 1 / T.O. MASONRY r PARAPET C.OPIN6. - PARAPET GOPINb, Af.( --5HIM A5 REOUIRED 4' TH<, E I.F.S. - I i I .._ 4" TH< e.l F 5 I/4" TEMPERED GLASS I — at TOAER rO ALLOW " ' I I I at TOrVEt2 TO A�_LOrV BJI;.'-up ROor OYER INSULAT,ON----- 9UILT-JP ROOF OVER IW.tL.ATiON-- '�- DOR RE.CE55ED ARG I FOR REGE:55ED ARG OVER PLYWOOD ROOF 5HEA''l•': OVER PLYWOOD ROOF 5 CATHIN6 I 91MP50N TIE U.5. ALUM. 400-5" + -- I - 3/4" REVEAL- �_ - R.M ROOFING;/P WA;,, .VER cOC�F - ! I RUk ROOFING UP WDLL 0`✓L`R ROOF 3EE 3TRUGt. f�UJrss SERIES OR AF'PRO`✓f=D • I NAILER. I I I - - ' M!LER - -_ �aLOf'E - - � EOUAL �" OFFRAMING OREFRONT AND TRJ55 b!RD[2c (5EE 5TRC 7W65) I (5m 556TRUC DW55) - - --- 4 1 LIGE+ IXT. � ' -- -- n -- ORICAT V- --- / '- h0 • 24" O.C. SUSPENDED AG41J`5TiC TILE -- ACa6TIG TILE -- - - - GEILrN6 IN WEVED 'T' - - GEIUN6 IN WSPMED'T' -•j \ BAR GE!L!N6 BAR:CEILING � ;3�� - — - � HEAD / JAMB DETAIL SCALE: = ! 2 n co 6'xe'x1b'COW.-- -- ------- a -- - UJI MASONRY UNT µl CONC. C.APriOL GAP �i 4"thk CONCRETE 5LAE3 I 2" WIDE x 6" DEEP (5EE 5TR,�G JWG5 FOR i^�RAP AROUND GOL MASONRY MIT 5J3-0A5[ REI►F) r GONG. GAPTi3OL GAP -- - OF WALL AND R 12' WIDE x 6" DEEP. STOREFRONT �� T.O. MULLION -- --3'-b*HI HI FENCE WITH 2 3/6"VERT.- - ^RAP AROUND C.OL. --- --- .- END POST at 10'-0'OL w/BALL GAPS,I I/A'TOP! BOTTOM RAIL _ I 5 1/8" X 25 GLEi. -- F.O.W. BEYOND WITH Y GRAIN LINK FENCING. 4' K GONGaETE 5i_AB ----- --_ _-- ----__--____ 4" x 8" xI6" SMOOTH--- ! I a" x B" x 16'�--- ------- MULL ION, US. ALUM. (5EE 5TRUG Dr65 rOR FAGS: G.M.U. I _ 1'-p' _ _ I 4 SMOOTH "400-5 5ERIE5 OR y SUB BASE a !tE;FJ I - TYP. • TOwER -- b FACE: G.M.U. � APPROVED EGA- 4" Fe- 'A 9 Gotic - - TEMPERED GLA55---- 5 p• - - � HORIZ.MULLION I ?Y I - - -- - I INT. FLR SLAB - -� 8" x IZ" xIb" G.M.IY.- � I � - TEMPERED GLA55-- -- - I - i. CONCRETE 517--WALK r' / FLAGSTONE BASS •�� ,\ \ (SEE STRrJG.Dw65) •. rf �:� ..� \ . t F V ECR FLA&STONE BASE-- -j 3/4" OFFSET I I < VENEER. 1 • _ SILL, U.5. ALUM. ,� v GONG CURB.-- r - I ONC. CURB. '400-5 5ERIE5 OR I I a a GONGRETE FOOT l; T) \� GONGRETE FOOTING - -`.- - APPROVED EO. CONT. .EE 5 RUG DW651 (5EE 5T►aJG.DW55) _ 4T- -0 * CAULK BOTH SIDES-— -T-IN. FLR - _ ______ -- _-._.. _ _._..-'---.-- - _ c DONT V R16!D NrxLAT-ON - __ — CONT Y R151D INSULATION -----.--_---- ' / , FIN. FLR h I WITH RIbrD 9REAK AEOJND WITH R161D BREAK AROUNO � � ` � • � GONG. WALK' PERIMVUR OF CON- A9. PERIMETER OF GONG SLAB. ' .. SILL ol 00, WALKWAY _ INTERIOR SLAB f � r SIDE WALL DETAIL. SCALE: 18 REAR WALL SECTION SCALE: /�'=1_a' 14 SECTION THRU TOWER SCALE: 3/8"=!'-�" 6 SILL & HOR. MULLION SCALE �r o GONG. TILT 7 /� WALL 4 OF COLUMN -OA A.� /2' RADIUS, TYP. GRIND ---`._._..____- - BUILT-UP GLA55 - \/ ALL i=DGES SMOOTH, ROOFINC, 2" OVER FLANGES, - SHIM HOT MOP ALL A5 REQ. T.O FR''�G. - - - r� AROUND, TYP. y! iI - - 8" Hx5" Al 3/I6" CHECKED STEEL. ---- OVERBLOW �.-0• / PL. WELD TO RUNGS - FLANGES ALL guILT-UF' C Q__ ,4 X2 /2' PL. LADDER __._�.__ r dZl o ROOFINC� .� T.O F5m. -- AROUND, AIN- ^IDE PAINT ALL - E OVER F;_A5~4IN5 t C xPOScD AREAS SEE S-RSG'. S METAL 5Et EXT. FIN. ate. TU MATCH ADJ. _ V SCHEDULE. 4. o i o f SURFACES. -- - - OR ALUM, 400-5" OLAL. 3/4m M.B. - - - e y�r u - - - CONTINUOUS --- _ �` ry SEALANT ^--- - -- T 0. SNTNG. 1 BRAGKE PROVIDE -- �_ _ I CAULKING 1 5LOTTED HOLE 4 BOLT _ AROUND SGuPPER - PRE-F•ABR,GATED 3/4"m STL. RUNGS l� WOOD TR1.55 ® 24" OC /I �•'� 12"O.G.WELDED TO / 1 _-- -- - ST'RUG. BE AM -- STRINGERS o 1/4"X2 1/2" BENT STL. - ----- - n I % I CIO BRACKET WELDED TO T.O. MA50NR1' 5TRIN6ER O - _�_.,-_- X5" LONG A.B. ---. . - I W PRE--l--A5. KETAL- _� I I _J _ R W i AWNING � ~- � FIN. CLNG. !� 1 12 GA. STL DOOR, 2'-O" - _ _-, _ WIDE X 15'-0" HIGH I1 , \ B'O' FR'�"'I"G PROVIDE 1/2" BBUTTS AIR o __ OVERFLOW SCUPPER JAMB AT MASONRY WAL R G BO.FRAMING I \ / NONREMOVABLE PINS, --' - ui SCALL. -0" 7 L SCALE ; = G" ^ (�' 0 \N 1 " _ WELD ONE LEAF TO L.L. �.�•-. T.O.MULION __0 STRINGER. 4 TAMPER PROOF OTHER LEAs" TO CANOPY ACCESS HATCH -- -- i - 1 - DOOR ROOFING OVER 1r. A5.1 I FLASH I NS C) CC -_ -- 4" x 8" x 16" SMOOTH------- ;:. 12 GA. STL. SiDC — I FADE G.M.U. _ , I 5 1/8" X 25 GLB. PANELS WELD TO ,D' b'-0' _ 5TRINGER5 AND BRACKETS, ON THE O ------ 6-6'— --- EXTERIOR SIDE r G.I. SGUPPE4 W/FLANC�ES ---------- - --� I EI?(ED I/4° "� :c 5.\Z Q 4" PRE-FAB. GONG------ � �I X HOT-MOt- ALL AROUND SILL _. ! � I I� TYPICAL. -_-..- WELD I/2''m BENT BAR '°OR HANDLE �., p 24 GA. e' x i2' x 16' G*+�.u- ) 5-0 7- HOLE IN DOOR -- 1�� LEADER HEAD ANODIZED ALUMINUM r-OR PL i/4"XI I/2" �� 24 5A. METAL DO✓+iNSPOuT_.- ) � 5TOREFQONT. � r-LAC7570NE BASE'------- CA67-4 X2 1/2" WELDED ON ` 4" x 4" FAGTGRY PRIME, � SEE ELEVATIONS.5TRINGER W/I/2"O t � HOLE ON END FOR _ _ � FIELD F'A!NT TO - MATCH ADJAGENT GONG GJRB.- —1� I Q / I PAVLOGK, FULL - gUF;FAGE _ / RADIUS END. _ - - I BID ISSUE DATE - - —-- _- - --__ -.-- . _ 5 T RAPS 8 TOP, MIDDLE___. __ FIN. FLOOR - - EXT }-IN CURE METAL STUDS. SURFACE. _ � t30TTOM t AT SEAMS, 5E ) � A J08 NQ 5 y ;w INTO CONCRETE BLOCK. PLOT OATS NOTEt PROVIDE AN OPEN RIBBED • STEEL SAFETY GAGE AROUND , ��w' - \/ GYOX- Y 50ARD G-25-q5 ..• _ - � c _A -- - _- N / J PLOT BCAL� t 10-0' LADDER WHEN PARAPI=T HEIGHT I ;-I NT /� WALLRrACIZ � �VRa.P C� ARoLINO ------'---' EXCEEDS 20' PER OSHA \ 5� C M'' ) �;ELL FL NGC. �� B�, $IDEwALK REOUIREMENTS -4" CONCRETE 51-65 MA 4" G0r4C_ /NALK.----- -- - Jr.m--_.-_ __ . SHEET TITLE: T WALL. SECTIONS SHEET NO. Gt ROOF '�.a TO / 1.5660W ll�( BLDG i A5 .1 I SECTION THRU CANOPY SCA1 � 16 ACCESS LADDER SCALE ' =. -0 1 � DOWNSPOUT & SCUPPER SCAiE: 3/4"_i'-o 8 COLUMN FURRING 4. I -- - - SCALE .. @ Y y NOTICE IF THE PRINT OR TYPE ON ANY rI l III III III III III III I l l i l III III I I I I l III I I'1 f�T I I I III III I�I I L I I III III I I I I I I I III III I�I I L I I III III I I I I I I I I I III I I I I f III I I I I I I I I III III III III III III I I T IMAGE IS NOT AS CLEAR AST HIS NOTICE, I _ 11� I l- ..L. I -I 1--I-_I I�1 I_._I._I L I I 6L._ L_I I I �L_ 1 I I I \._J cl 1Ll IT IS DUE TO THE QUALITY OF THE _ _ No.BE �'+' ..^ -- -ORIGINAL DOCUMENT (�o� c� d T t,,, �e II IIIIIIIIIIII21 I,ill ,1,1`1IIIIIIlI illlIIIIII i IIIA,illlliui IIIIIIIII iIIfI-IIIIIIIIIIIIiIIIIIii !IIIIIII iIIIIIIIi iIIIIIIiIIIIIh1 ,,iIIIIIIIiIIIII s;milllluli llI,i `u�llLlll ulllilll uullWWll�ulllilllllu g La clI Iu iIIIlRII -UNPER5IDE OF XC•K REV181VN8 24 &A. G.I. GOPIN6 , ;ATERAL �� SEISMIC P057 5GHEDLLZ 5E,'iX TOF -,kAGK A,2 CO-E TEKS 'Yf / _ Q OCT2.5, roW - - f / W/ 22 6A W/ HOLD FONT• SEE DETAIL 8' 1 SCREM6• '2'GC j I UP TO 8'-O' U5E I- 3 T 12 6, _ I70WN CLIPS, PANT / Rpm6A&E,METAL 4 DEBT "�C� RE AG-Q S M _ ___ " •. = L A 2 b-O TO ID 5 VSE 2T IZ-0' OG. 2x4 RFGE55Ep PLUDRESGENT / F 6A6E,META,. STUDS A�1'3" _L 16 --5., aPry -GF' PLATL u�++r FIXtIJRES i i h IN 16HT FIXTURE - - - ---- AAL-L.- - -. . - 6A GOMFENSAr6E GnAWEL - _ RE: A3_I #A4- \ GR055 TES -O LQT OG FA5TENND BACK AT EACH - `- SEE ELECT. DWG S ENAMEL OCCURS, SEE 5PEG5 A �;G STRREAI BRACE ENAP�I�L PAINT OVER MA_�ONRY ---+ - YV I I/2'MAX.FLA4SE % AT -Cl"OG T SIDE Or MAIN RUNNER- Tl'P � 1 c - P -- DCI NOT SECURE 6YP HD TO 1� 3. !O-0TO 15 O USE 2 1/2 AT 45' IN 4-DIRECT ON5. J 5 ' T.O. FRAMING WIRE HANL5ER AT 4'-0' -- HVAC- AIR DIFU55ER5- A I�T�07A. AL.MORES ATTACHED TO ,..NAMEL PAINT OVER AR G f 5D. GCJIIPF�VSATION GHANNL i I OG EA MAY Tyr FASTEN SAM A 'L) MAIN RUNNER 1 EXHAUST FAN IN GEIL_ING, TYPICAL , SEE 5PEG5. (I 4. ALTEi2NA?E UP TO 5'-0'USE SEE MEGH/ELECT DWG 5. _. RUNNER TRACK Yi FLAMiE SAME X4 TICAL TILE - Spt-G7Yp . 3J4'DIA EMT CONDUIT - 5E15MIG FCJST OR EMT \ I 69 _ C 6A A5 STUDS GO NOT ANGHGR TO CONDUIT GOMPEN5ATIN6 GhAN EL EA rAC - --- - METAL 5TUD5 5116AE TO RUNNER / 45' - .�_ - DUPLE>, CONVENIENCE i At;-Ob E - -SEALANT TYFIGAL / / 45' L16HT � OUTLET, 5L E TRACKI-rb 5-2 SC I -------R-11 BATT!NSUI_,,TION --METALPRAMING SWITCH ELECT. DWG'S 8.. MAX - -__-_ % \ mE:rAL. - - _ r GRO55 - ! I -� GRAB \ ` 14�0 i4'LENGTH OF -- - EXTERIGR SYNTHETIC RUNNEk _ -- )`,ARS �e `END RUNNER PLASTER SYSTEM CIP IG LOGKIPkS I i ABOVE GLN6 ON OPE ,DE TOOK TO !''� I • EXT. PLYWOOD + \ 45' ` o\ 43• _ -- rtl - -- ry ry 8 to M FIRE RE515TANT X / - UNDERSIDE OF DECK ON OTHER SIDE. ,�. ti, 5HEATHINCP J_BOX IZ TO Iq SINGLE ROLL L--SH+EET VINYL -- !�RJPMER �-HANGER WIRE TIE R r PAPER HOLDER FLOORING iN/ �� r W/o' TURNS IN I I/2'- 6" RUBBER BASE OR-- (SEE DEIGAL CEILING TIL) PARAPET BASE DETAIL MAIN Rt1NNER SLID pR(��/IDE 2 »IO SGREYtS (SEE DESIGN BUILD DW65) 12i Af VR T;LE PANEL 15 IN5TALLED - GR055 RUNNER B LATERAL SUPPORT BRACE 4XBX16 H 6H SPLIT FACE GMU `` � AT!?'-O'0G. EAG++WAY CONCRETE ©LOCK WALL__..-__ _ 4'-O" GLR - _ BEVELS SMOOTH FAG[ EXHAU5T FAN (ABOVE) - -- __ I. R NRF SHALL BE I. 6A 6 . WIRE T a-O"O.G. PER GO;7E 5WITGHEED BEVELED EDGE GMU GAP - -- -� ��; ' q 1 �ISHTIN6 FIXTURES AND A R IFFU5LR5 SHAL L16HT!N6 FIXT�JRF5 HEIFiHR� 56 POUNDS OR W/LIGHT, SEE ELECT. POP RiVE7 EACH DIRECT ON(EXCEPT AT L16►ITXTURR{51 SEE N0�2. T r ,� �` - --SUPPORTED GT�Y BY rt 5 THE TL MORE SHALL 8E SUPPORTED ✓RCGTL: FROM ,t' DRAWINGS. OL � •EACH`4EMBER ABCT,/E,EXG PT i`0R'HE FOLLOWI GO'10 ONS STRiIG URE ABOVE BY APPROVED HANGERS - 4 NOTE`. 2 AT IgHT FIXTJRE5(WAN DOTTED/ PROVIDE f_A\ 7JTY MAI T' R5 1 rR5 !TH f E PAN A. ONLY INTERMEDIATE' AND 'HEAVY JU'Y'GEfL'NFi I f� G �J I. FLUSH CONTROL HANDLE ON WATER CLOSET TO HAVE J 8X12XIb SMOOTH PAGE GWIU • ' , v �` �I� r J !7 WALL AMBLE- ATTACH s -\- , E,ALUE OpF� L. Atib h1 ANC,ER AT -0 0 AT SYSTEMS MAY BE I)5ED FOR THE SUPPORT PENDANT HUNG 05HTIN6 FIXTURES SHALL BE 2X6 STUDS 0 V MAXIMUM OPERATING FORCE OF 3 !bs.f. , AGH RS OF EACH FIXTUFt!" vn:PLUS ADDIT1C�PtAI 2 12 SAGE OF LIGHTIN&FIX"RE5. SUPPORTED DIRECTLY FRDM TME STRUCTURE ABOVE - v Q p EACH STUD W/! ti4'LA6 FLA64TONE BA5E VENEER �� ' ANGERS CONNECTED FRG•!EACH`IXTURP HO151N6 TO THE USING NO 4 5AU6E MORE CXR APPROVED ALTERNATE PLUMBING WALL -_--_- ---- O c� l xl-LOS MODIFIED DIAL HEA: W/ NATURAE. ORO' ' AND PURLINS SEE ELEGTRIGAL DRAWING_ANr'-FLECTED CEILING ALL LIISHTIN6 FIXT'ARE5 SHALL. HE P051TIVELY SUPPORT HIT40UT U5145 THE GEIL,N&SUSPENSION ,` 2. LAVATORY CONTROLS TO BE OPERABLE WITH ONE CONTRACTOR TO PROVIDE LATH WlGEMEh BED PER PLANS FOR LOGATIONi AND D!RLGTION5 OF't16MT FIXTURES ATTAGHF,D TO THE 5L6PEPtDED CEILING SYSTEM 5Y57EM FOR DIRECT SIJPPoF<f. I�, r HAND, MAXIMUM OPEF?ATINcS FORGE OF 51b 1. �? + MPb'R 4EOU.RE�'E4'S _--� 3 5EF. SPECIFICATION FOR GEIL;NSG TILE SELECTION. THE ATTACHMENT DEVICE 5HALL HAVE A CAPACITY "J"-BOX UNDER SINK FOR • :�', OF 100 PERCENT OF THE LIEHTIN6 FIX'URC B. CEILING MOUNTED AIR TERMINAL5 OR 5ERVIC-5 FUTURE HOT WATER HEAT- �� F= 3. HOT WATER SUPPLY AND DRAIN PIPING TO BE �df ID SEALANT -- • a SY5TEM5 SHALL BE. 'DONN PRO4 Or DUCTS NG" DV WEIOHT AGT1N6 IN ANY DIRECTION. wEIf,HIN6 LESS THAN 20 POUNDS SHALL BE ER ("INSTANT-ON") TO BE Z INSULATED OR COVERED • , •4 DONEL O"I ��VL � I ilg4 _ GRORP 'INTF -M5 ARE MAIN eO THE - __ ... -� J --METAL M1/5�SEC RE TO"CREA l� R 002 I-HOJR ERP 5 GB0 PER 1(130 r24�I�IF GAL OR ON DW146 6y g AHE N E hAR4GCR5 SHALL BE ACHED �b T i2 W T!THP SAME GA�RRY NRE 0 P GRoA55�INNERS PROVIDED BY TENANT. .T ► • 4. WHEN REQUIRED, ENTRY DOOR TO HAVE A 5YMBOL b„ ••' . 5 LATERAL SUPPORT SHALL BE PROVIDED BY FOUR W,RES OF GRID MEMBERS WITHIN 3 INGHE-5 OF EACH GORNER MAIN RUNNERS. SOUND 14 SGL LTIO NEE' _ _ _ INDICATING RY15�>SEWOMEN !�pDiAATCRAL TRIANGLE, s TRAI, AT 4'-O' O G. " 1 AALL5 eRJN1ER TRACK SAME GAUGE AS • e • �: A NIMUM 12 C�A6E SPLAYED IN FOUR ViREGTiONS q T v OF LAGH FIXTURE TANDEM FIXTURES MAY TERMINALS OR SERVICE., 7�ICi+llN6 . C POUNDS, SPECS. _ - ' SYMBOL TO BE !/4' THI �K, �N7RGLE 4 CONT -- • ' M' O° APART c •+ TUD5,SECURE TO FLOOR 4 5WS AND CONNECTED TO THE MAIN RUNNER WITHIN 2'OF CRCl55 UTILIZE COMMON WIRES o RA5TiNb COLORS C /1 __ BUT NOT MORE THAN 56 OUND5, IN ADDITION TO 4' GONG. SgIDEWALK - RUNNER AND TO STRUGIURE ABOVE A7 AN ANGLE NO EXGECDhG THE ABOVE,SHAt.L HA JE T/r0 NO 12 6A5E AND MOUNTED a 60 HIGH. �. -•- 0.145'm HILT POrpER DRIVEN PIN MVP+ x b WI.4 x 45' FROM THE PLAN OF THE CEILING. THESE LATERAL Si.PPORT � 'w DUTY'SYSTEMS ARE USED, HAN6ERS CONNECTED FROM THE TERM, A�/11/6'PENETRATION• 16'0 C Wi.4 AAF. -- ` ti�-�- + �OIN75 SHAD BE PLACED IZ'-O'OG. !N EAGk DtREG7ON MATH SUPPLEMENTAL HANOER5 ARE NOT REQUALP IF A T� � � EXTEND WALLS b" ABOVE SALES+ - sLOPe _ 46 INCH MOGJLAR HANOER+'AT ERN 15 FOLLOWED. SERVICE TO GEILfNO SYSTEM HAN6CR5 OR 'O AREA CEILING �'_p" 5. PROVIDE HANDICAP SYMBOL ON DOOR. GONGR<ETE EMAX. �1 • .• THE FIRST POINT WITHIN 4'-O'OF THE YyALL WHEN GRfJ55 RlJNNERS ARE USED WITHOUT THE STRUG1UftE ABOVE THESE WIRES 4AYBE _ S,DFAAL.<`- SUPPLEMENTAL HANGER°• TO SUPPORT_1 16+ITIN6 SLACK. / -_--(11�b 5-12 5T5�EA SIDE `v b ALLOWANCE SHALL BE MADE FOR LATERAL. MOVEMENT OF INTERIOR CLEAR /2 " x II" PREFORMLD • ' THE 5'5TEM. MAIN RUNNERS AND GR055 RUNNERS SHi,LL FIXT RES THE5E GR055 RUNNER5 MUST PROVOE EACH SND,FAGS'YPE - BE ATTACh4ED AT TrfO ADJACENT,BALLS WITH GLEARANGk THE 5A'�t CARRYING GAPA6✓T-T AS THE MAIN RUNNER 'LRMINAL5 OR SERVICES L06HIN6 MORE THAN 56 EXPANSION JOINT FILLERS • i • - ;< BETWEEN THE WALL AND N'. RuMrERS MAINTAINED AT THE POUNDS 5HAL.L BE c_JP ORTED DIRECTLY r_<:"y T"+C WHERE SLAB ADUT9 • OTHER T^O WALL5 LI6HTI46 FIXTURES NEI6HIN6'_E55 THAN 56 POIU" STRUCTURE ABOVE BY APPROVED HANfiEttS 1 VERTICAL SURFACES 4 SHALL HAVE IN THE ADD1710N TO THE RELIUIREMENTS AT GONTRAGT LIMITS / ' OUTLINED ABOVE,TWO NO. i2&A"HAtk-XR5 CONNECTED FROM THE FIXTURL HOL'51N6 TO 'Hr- FN15H FLOOR STRUCTURE ABOVE. THESE HIR-5 MAY BE SACK u DEMISING STUD WALL PARAPET AT FRONT SUSPENDED T-BAR CEILING RESTROOM LAYOUT SCALE: N.T.S. SCALE. 1 12'=i -O" 1 - �_RRO3 -7,/ -- =,GALE 1/4"-1 -O' 1 a 5TRUGTURA,- 9RAC%: 3 5/6'METAL 5T'.1G 20 9A6E, � GRADE 2 �: 3 AT 9'-0"O.G.,ALTERNATE //// 2X NAILER WITH 2" MIN. / BRAILLE TY DIRECTION. 5ECURE TO / / , _ 5/8 COUNTERSUNK G.I. GAP FLASHING 24 OO STUD WALL, SEF PLAN CONCRETE TILT WALL ------ E ROOF FRAMING MEMBERS / 45 MIN ROOF 5T9J)CTVRE - �•- A.B. • 48" O.G. SLOPE TOWARDS ROOT" -- C,.L. ABOVE WITH D 06 5GREW5 (PRIME a PAINT) _ _ _ (STAGGERED) 3 5/D'.?O GAGE,METAL STUDS - - > NAIL # !b" O.G noME� - - AMEN t: MARLITE OVER WATERPROOF DR^fWA_:. - 5T 'b' OG METAL BLOCKING --- 4$° �L�S�RooNs L SEE INT, FIN. 5GHED. STANDING SEAMS - -I I MAX GOROERS BEYOND-~ _ y YIN, GHQ I6 EAR /2" MIN. GLR. ; 5U�' !P G_ILIN6 SYSTEM- 1/2" GYP5UM BOARD- > �� /2' SEE REFLECTED CEILING PLAN 1 1 a� 0-O O.G. METAL DIA60NAL BRACE - ! E' 20 SASE,METAL 5T!A5 --- AT 46" O.G. MAX- ATTACH 6.1 CONT. �V �' 1 1/4" 0 16 6A. METAL GRAB BAR 1 1/4" 4, Ib GA. METAL GRtAB BAR § AT b"0.G SECURELY TO FLOORJROOF CLEAT - (/ _ __� Q W/.5-B/4" DIA. STAINLE55 STEEL W/5-3/4" D!A. 5"AINLE55 S'T'EEL TORE --- SEALANT FLANGE ATTACH W/3-9/8"x3 FLANGE ATTACH W/5-3/8"XB" - STRuG I SYMBOL DESCRIPTION LONG R,H.WS. a� WALL � LONG RED-LEADS ® WALE ;- E GAGE,METAL JOISTS-�-' : 5�/e 20 GAGE,ME�A;. GONG. Tii.- I ADJACENT t0 DOORWAYS LEADIN6 TO MEN'S SANITARY FACILITIES AN EQUILATERAL�'AN6LE OR A .4 OL AX WAi-L 4' GC WITH EDhE5 12 LON6 AND A VERTEX POINTING UPWARDS,AND ON THE /'10,:'`15 1 4 'AGF S A GIRDLE 1/4"THICK AND 12" INCHES IN DIA.,AND INHERE UNISEX RESTROOM !S b SOUND ATTENUATION A COMBINED GIRDLE AND`RIAIr6LE 515N SHALL BE USEC A5 SHOWN ABOVE SHALL BE MOUN7W SET- '� 3LOGK NG � BAT-5 A 5H GEI_I►rG-_-___..._._____. --- r (5i_E REFLECTED CLN6 PLAN / AIN MA574. NOTE, NOTE: NO"E: FOR FINISH 4 LOCATION) ALL. G.I F"ASHING r GRAB BAR AND ",/0 N- `G5 TO GRAB BAR AND MOUNTIN65 TO THESE GEOMETRIC 5YMBOL5 SMALL BE ON WALL ADJACENT TO ST,RXE 511E OF THE DOOR AT -� PROVIDE INSULATION ---- TO BE 24 GA., A HEIGHT OF 60"AF,F. AND THEIR COLOR AND CONTRAST SHALL!9E D15TINGTLY DIFfi ER-°NT WITHSTAND 250 n.rt. IN WIT++STAND 250 Ib. ft. IN -�,�-- (FACTORY PRIME ROOFING UP BENDING SHEAR t TENSION BENDING SHEAR 4 TENSION 5/D'MOISTURE RESISTANT -- - -- HETYEEN BOTTOM T OVER PARA ET rROM THE DOLOR AND CONTRAST OF THE WALL. All 5)GNS SHALL HAVE GRADE 2 BRAILLE. W/I/8" MIN. RADIUS ON ALL W/11b" MIN. RADIUS ON ALL `J GYPSUM BOARD OF CURTAIN WALL NOTES: 1. WELD ALL METAL CONNEC T ION5 AND d IELD PAINTED) �L AND F'N15H CEILING SECURELY ATTACH TO FLOCR,'ROOF LRESTROOMS THAT AREA DISABLED ACCESSIBLE SHALL HAVE THE INTERNATIONAL SYMBOL EDGES, BAR SHALL NOT ROTATE EDGES. BAR SHALL NOT ROTATE - I/2°GYPyUM BOARD - 1 ri�o 5TR.UGTJRE - OF AGGE551BILTY. IN FITTINGS. IN FITTINGS. _. . _ WALL DETAIL ® RESTROOM 19 DRAF i STOP 14 PARAPET COPING RESTROOM DOOR SYMBOLS 7 GRAB BAR 4 GRAB BAR 2 SGA_ N T.S. 0'-GOF02 RC`✓ -- SGA: 3 -Ci 10-RR02 REV 5GA-E. I =I -O 0-�nC2 F'^✓. -- �A. r 3'z :i ! G3 R:._',/ -- SCALE 3 -OR Op�N'.a TYPICAL EXT. REAR DOOR TYPICAL STOREFRONT ENTRY .z a Z t•r v-G ' -- - Za 6A, GOUNTE4 / �' �___-_/ \� �' - C aG:E 5�_ _ / /i ! _ 2 3/4' BAGKSET NC" 5jli-T-UP ROOFING / /' SCR -AR AAReiONS B° 4:. 3° eT' 3'. UIIG�UG JP PARAPET WALL f- f - - T�'PICAL INTERIOR DOOR / "ROVIDE A 5 : ,N OVEO ALL LEGAL EXITS (';EE FLOOR LE PLAN), � SIGN TO HAVE I" HIGH LETTERS -�•� „ / 2 3/4" NOTE. 1 UNLOCKED DURING BU51NE55 HOURS." READING "THIS DOOR TO REMAIN I� I 4 CANT STRIP " 1. `REHL'NG, PREFAB, Pr2Er N 5HED 4 - - _.__.-- G.�yT , , �, N - PUSH-PULL BAR DOOR BY r ML=LY' OR EQUAL r GONG. TILT WALL c� /8" MAX. GAP BTW. , -----MAIL SLOT W/GOVER ui 2. SEE`. SPEGIr'IGATIONS T'OFZ DOOR DOOR t THRESHOLD T I4ARDWARE 111 ry \, �i"D XB" LONG PIPE % ._ 3. SEE DOOR SCHEDULE FOR _�_, �N - NOTE: Z SLEEVE WELD TO DOOR TYPE. i DOORPTYPE AND HARDWARE L?_X2 FRAME, - 2X CURBED ROOr- ' � I ELEVATION z � - \ ^(P.FOR 3 i OPENING TO BE 3/4.. _ ELEVATION LLl DEAD LEVEL UNDERCUT ' ---24 GA. G.I. DRIP W 0 ----9/4"� STL BAR m o 0 __�.__. -__GONG. TILT WALL SEE GLASS (1/4") Q • W/4"LONG HANDLE tiOTEE: PLYWOO - -� WELDED TO BAR _ F�.�rR _._ _ --._._____ SHEATHING, 5TRUGT. DWGS Cr SEALANT �'RDV!DE BURGLAR BARS -(2)-2X6 BLOGK'b TO RECEIVE O -AGE OF METAL ,v ALL OPENINGS 8" OR r/2'm BAR @ 6" O.G. ONE i _ - HEAM STOP 1,-121) 1 ^ - HEAD (JG 40•T, P-407) DOOR 4 FRAME_ GREATER. HAMMERED 50 BARS CANNOT r L�\/A T `./I`i -----MASONRY f RAMS ANCHORS OVERHEAD CLOSES U.S. ALUM. BE REMOVED ------PRC-55ED METAL DOOR !'RAMI= __`- CR EQUAL O -- SHEET METAL 5GREA - _'✓ARROW STILL ALUM. DOOR, = Q Cc SLIDING BAR LATCH ROOF OPENING ''ANT STRIP #250 (D-211) 2 0 _ -- 15 10 " - ----- WEATHERSTRIPPING vCjTE _ �I 02-�4.3 RL`✓ -- >_.E: I/2" -O" ✓ O �O -- - - "_ AA�G: 3"=i -O" pRYWALL-TYP. GMTL APPED POOR, P 41 TALL SILJ�5, /A• �'.ti' �- ter,-,�"jti *^ 0 r " F" 4 ✓ �'ASL 3' -' O" C -GN"r02 RF ✓ 3C _ BOTT \/ �✓ 1\/ `./ �� / _____ ---SEE EXT. FIN. 5GHED. DOUBLE MTL, STUD TRAY, N5 HEAD - I STITCH WELD HEAP �.-� FURRING AND WALL H/G DRC.:,IN6 FOUNTAIN -- _ FINISH A5 OGG'JRS �- - _ SLA55 (1/4") "ELKA"I"MODEL 4 EWSA-b - I HEADER �- SEE PLANS _ f PLASTIC LAMINATE WAINSCOT- _ "TIMELY" PRL-FAB DOCK-/ / - - - - GONG. TILT WAS L - -- - JAMB (,j5 406) FRAME OR APPROVED --- AT 4p" A.F.F. !� - - SEALANTNARROW STILE ALUM. ODOR. - - - `- EQUAL --fi- - MASONRY r-RtAME ANCHOR - _ #250 (D-900) -- - --- -- -- BID ISSUE DATE < PRESSED METAL r-QAME 0°-3-°5 3/e' DOCe PAINTED _ N --- ALL SIDES. _ _ JOB NO. Q - -- ----- ----- ---------SHEET METAL SCREW PLOT DAT'e -- ;i _ WEATHER5T!RI PP 1146 �' 1 - --- - -- - - JAMB Ploir scn --- "� I/4" TEEMPERED DOOR GLA55 DRAWN BY, __ --.- NARRpW 5T LE ALUM, POOR, .. __.__. w_ -- CR, E ABOVE #150 D-i01 - ---- -- T 5L M. - METAL ✓O _ -- ----- - ,* SHEEP TirLE TOPSET VINYL EAS€ -- -•-- - , , Jr� _ ---- _ J f - WLA'- 1 - ADJU5TABLE 4' THf�E HOLD 5 T IN DETAILS Wl=ATHERSTRIPP!NCa r �- - MASTIC (TH 400 1 0 F N. FL. SHEET NO. I ,A THRES'i_D SEALE' ti ` A - ILL' _-�-+- MA _ i DRINKING FOUNTAIN HOLLOW CORE DOOR METAL DOOR DBL ACTING DOOR A6•1 21C8-DRO' REV -- ALE 3"=I'-O' F-'.;4:3 SCALE: 3'' -O" GB-DRC•= F_✓ - ��-CA�E '\.��NE 15660 SW PACIFIC' IINN Y BLDG,•A„ J +•" RUP95-00317 I uuf 1.1 L ::�P+�t^��_ `Tt._,..,. vis ,. .. .. - .,,�,•.,<.•,,..,._,.......:_.�._._........_- -•-•-- -4,. r,.,.w NOTICE: IF THE PRINT ORTYPE ON ANY IIfIII III III III III III I I1f i1I II� i�l 1 ►► 11111I ISI IMAGE IS NOT AS CLEAR AS THIS NOTICE. C_ i 111 I 1111-11.1 I`1..._L_I___."l.-I I-1`*L__I- -I--- I_�l _ oL I• I I !L_I I I��I al , ' ivl . I L__ 11_--'_-� �(�i l L. i� IT IS DUE TU THE QUALITY OF THE _ _ NO 36 6'=%*'•' ORIGINAL DOCUMENTI` - ii�� 91 ORIGINAL i�I sm,iIIII 11IIT-11VIII iuilu�IIliiii iuili�ci ui,I�ul iiiiliJt,,,,i,ii iulliui ii�ilil illiliiii il�il�iii illhili il�il�iii iIIlllui i��IIII�i iuIluli i►I►I►�� il��llu�i,II�`u�lu, 9 , i i,i,11I 0 #5 TYP. STOREFRONT SEE ARCH'L AS SHOWN BLOCKOUT FOR 48d (2,117 MIN.) BEND ALT. BARS - � DOORS AS REQ'D LAP SCHEDULE AS SHOWN C'J r4 DOWELS x 48' -_._--._-_-�- O --r LG. O 24" D.c. _ _LAP LENGTH U.N.O. � - -- SIZE O r4 CONT. I&B I I ^ ��_� - MASONRYIC-3000 pe' fc=3000 ps -- - t2l TYP. SPLICE SEE GENERAL NOTES 48d CLASS '8' CLASS 'A' �� SIDEWALK SEE ARCH'L 40 (2 1/Y MIN.) 'i/- 24• 2' -0-1 2' DRYPACK ALL MATERIALS do WORKMANSHIP TO CONFORM T0: O4 -- 6 CURB SEE ARCH'L - STEEL TRUSS 1991 UNIFORM BUILDING CODE AND LOCAL CITY ORDINANCES. DOUBLE lA1'ER �� Cg - I _ - 4/ 24' 2'-4" 2'-Y 1. DRYPACK SHALL BE 5,000 PSI NON-SHRINK GROUT, FIVE A - -50 3(f I) DESIGN ROOF LOADS: STAR OR EQUIVALENT APPROVED. 3 s• 3-1• DEAD LOAD = 16 PSF 2 FRAMING MEMBER SINSTALL DRYPACK N INSTALLED. EAM BEARING PLATES PRIOR TO DIMENSIONS LIVE LOAD = 25 P� (NON--REDUCIBLE) 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER 1• CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB 517E -- - �/ 47 4 -t3'-l' WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DI- ' " 1 i - 2) TRUSS JOIST AND GIRDERS SHALL INCLUDE COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF /. V9 ul 150 w jig" e/ 48• a' .6" 4' J" ALL THE HORIZONTAL AND VERTICAL WEIGHTS INSULATION. TURALMENSIAN SHALL BE CHECKED AND VERIFIED WITH AIES INC- j 9/ 54• s' 2• 5'-5" OF THE SPRIKLER SYSTEM IN THE DESIGN TURAS AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES N _ -SEE SPRINKLER CO. DRAWINGS. NOTES OR DIMENSIONS SHALL 8E BROUGHT TO THE ATTENTION j I I III-III-LII iL:III WOOD FRAMING A W '� Ijj- �-II =--III-I t0 Gtr 7' 11' 6'-t0• 3 OF THE ARCHITECT BEFORE COMMENCING WORK SO THAT PRO 1,I / _ ) FOR SUSPENSIONS FROM ROOF AND ALL PER WORK CAN BE EXECUTED. -----,� - SPECIAL LOADS CARRIED BY ROOF JOIST 1. ALL WOOD SHALL CONrORM TO THE CHAPTER 25 OF U B.C. 2, UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CON-- I III I_ e' � ALL STRUCTURAL FRAMING MEMBERS SHALL BE GRADE i - - ' fir-= I MIN. Ci DIAMETER OF BAR AND GIRDER SEE ARCHITECT, ELECTRICAL_, i SINGLE LAYER b I�-1!� R = RADIUS BEND MEASURED ----- _�_-� MECHANICAL, REFRIG. AND INTERIOR DESIGN MARKED DOUGLAS FIR AS FOLLOWS NLESS NOTED OTHERWISE TRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, I 111-I I _ °� DRAWING AND INCLUGE ALS LOADS IN MEM- ON PLANS (MOISTURE 19% MAXIMUM): BRACING, ETC. REQUIRED 70 SAFELY EXECUTE ALL WORK AND ON THE INSIDE OF BAR KERS' DESIGN. A. ALL HORIZONTAL FRAMING MEMBERS AND POSTS SHALL SHALL BE FULLY RESPONSIBLE FOR THE SAME. t N h - 2 1 2 I FOR 2 ONLY BE O.F. N0. 1. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL '^ NOTT„ I • MLN, / BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR k FOR L SEE SPLICE IN DETAIL I/. - T = 3D FOR /3 THROUGH /8 4) DESIGN OF ROOF JOISTS AND GIRDERS AS D. ALL STUDS AND BRACES SHALL BE D.F. N0. 1. INTERLOCK ALL CORNERS AND INTERSECTIONS, NO = 4 1/2 D FOR /9 THROUGH i 1 1 SHOWN ON PLAN DOES NOT INCLUDE POINT SIMILAR CON�)iTIONS AND MATERIAL. 7UOTHING ALLOWED. -- LOADS AS INDICATED ON PLAN OR DETAILS. 2. ALL BOLTS SHALL BE STANDARD MACHINE BOLTS WITH M I. OR STEEL PL. WASHERS WHEN HEAD OR NUT BEARS ON WOOD. rJ TYP. FOOTING OR WALL_ REINF. SLAB AT STOREFRONT � BAR BEND SPLICE DETAILS 1 5) ALL ROOF JOISTS SHALL BE DESIGN FOR AN HOLES FOR BOL.1S SHALL BE DRILLED WITH A BIT 1/32" DESIGN LOADS Ot U3.DWG 31 20.DWG 0701.DWG ADDITIONAL 1,000 LBS. AT ANY PANEL POINT. LARGER THAN THE NOMINAL BOLT DIAMETER. TIGHTEN ALL 1. SEISMIC COEFFICIENT __--_- 0.138 (ZONE 3 ) DESIGN GIRDER FOR AN ADDITIONAL. LOAD OF BOLTS BEFORE PLASTERING. 2. WIND PRESSURE --_--- 1991 UBC 2,000 LBS. AT ANY PANEL POINT. 3. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT THE APPRO- (EXP.= B • SPEED=80 MPH; WIND= 15.4 P.S.F.) II L'J 6) CHECK TOP do B01-TOM CHORDS FOR 500 LBS VAl_ OF THE STRUCTURAL ENGINEER. O T CUTTING, NOTCHBUILDIING, 3. ROOF OR SNOW LOAD LL = 25 P.S.F. < TRENCH SHALL -- ++ FkL � Cc,s scu -- IN BENDING. BORING OF WOOD SHALL CONFORM TO THE LOCAL BUILDING (NON-REDUCIBLE) a -- -- - - CODE. MASONRY WALL �1) BACK FILL COMPACT 1 #5 VERT. O 24" O.C. r 4. TYPICAL SILL BOLTING SHALL BE 5/8" DIA. X 10" ANCHOR TRENCH PER SPEC'S - NOT UNDER- ABOVE OPEN'G }� �d --o ""�- - 4°d 7) FOR ROOF DECK WELDING, SEE 5/- /�� M NE WALL FTG. I �� 2e � N c r BOLTS Af 4' 0" O.C. PROVIDE ONE BOLTS WITHIN NINE SITE PREPARATIONS 02 WOOD STUDS, SEE I AND SOIL REPORT ( 2 HOOK AIL VERT. __7 - - _ ALSO NOTES THIS SHEET FOR INCHES OF EACH END OF EACH SILL PIECE AND AT CORNERS. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF � ARCH'L OWLS. (?� NO TRENCH PARALLEL O `� IyM'! �_J REINF. I ROOF CONSTRUCTION. (NOT USED) 5. UNLESS OTHERWISE NOTED ON PLANS, ALL STRUCTURE Pl_Y- FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- F 1 TO FOOTING BELOW , _ _T,t 3 2- 5 MIN. VERT. 8 GIRDERS SUPPLIER TO WOOD SHALL BE INTERIOR GRADE PLYWOOD WITH EXTERIOR DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- Cs, �� 5/8"16 A.B. O = / /7 1 ) STEEL JOIST AND G UE GLUE, STRUCTURAL I CONFORMING TO PS 1, LATEST EDITION. CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE 32' O.C. THIS LINE l FA. SIDE. 2- 6 FOR \� c c \ ' 2J `. ,� - - 'I OPEN'GS 10'ICY' OR SUBMIT CALCULATIONS AND .,HOP DRAWINGS 6. FOR NAILING (ALL NAILS SHALL BE COMMON NAILS U.N.O.) OF FOUNDATION PIANS MUST BE BROUGHT TO THE ATTENTION OF •.tom, 4 FILL CE' _S SOLID 6 �} CJ NO PIPES SHALL # /3 SIGNED BY REGISTERED CIVIL OR STRUCTURAL(4 -S C� �-•� \� WIDER (UP TO ROOF) ENGINEER TO THE PROJECT DESIGN ENGINEER LUMBER SEE TABLE 25-Q OF UBC., LATEST EDITION. THE STRUCTURAL ENGINEER PRIOR C INITIATING ANY EXCAVATION O BOLT PENETRATE FOOLING h - L/ _ U.N.O. I FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP 7. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL_ 50 THAT PROPER REMEDIAL WORK CAN 6E PERFORMED. SYSTEM } DE PRESSURE TREATED DOUGLAS FIR UTILITY GRADE OR FOUN- a, 5 I/2"� STUD (5/6"� ------- � . DRAWINGS AND CALCULATIONS SHALL BE O SHEAR WALL_) F PROVIDE SLEEVES mg �� SUBMITTED TO THE CITY DEPARTMENT OF4 2-AS MIN. 2 DATION GRADE REDWOOD. BOLTS O 32" O.C. FOR ALL PIPES BI'ILDING At SAFETY FOR APPROVAL 8. ALL LEDGER BOLTS SHALL BE SET IN WALLS TO INSURE PRO-- DOWEL VERT. BARS /1 - PER ROOF SLOPE PER DRAINAGE PLAN. `JERIFY ALL CONDI-EA. SIDE --- -- - - 1r� I L- INTO FTG. O DOOR ` DRAWINGS MUST REFLECT COMPLIANCE WITH CONCRETE U SEE NOTE ? *+ DO - �\ c TIONS PRIOR TO SETTING BOL 1S. 6 STEEL COL. _ BELOW \ OPEN'G TYP. _-- -� U.B.C. CODE, STEEL JOIST INSTITUTE AND 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO <� SEE PLAN -j' __--i- _ AMERICAN INSTITUTE FOR STEEL CONSTRUCTION. 9. LAG BOLTS AND SCREWS SHALL BE PREDRILLED. THE DIA. OF A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE ;,� �9s• y� \5, -- - (2� `1) 6J SOLID FILL O - J,_ ' 'f� REINF. TLP. 5 _ PREDRILLED HOLES SHALL BE 60% OF SHANK DIAMETER. THE NORMAL WEIGHT CONFORMING TO A.S.T.M SPECIFICATION ' N: Is 9) FOR ROOF DRAINAGE AND HEIGHTS, SEE THREADED PORTION OF THE SCREW SHALL BE INSERTED BY C 33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS LINTEL AARS SEE II I� ARCHi'L PLANS AND FIELD VERIFY. TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. e� r14I�S: NOTES BELOWNOTTHAN 0.04X. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED o O w I. FOR PIPE MORE THAN 3'-0" BELOW BOTTOM OF FTGS., MIN, LINTEL 8"x24" U.N.G , FILL_ ALL CELLS SOLID. PENETRATION OF THREADED PORTION SHA'_L BE 7 DIAMETER BY SOIL CONDITIONS - - SEE SOIL REPORT. l0) FABRICATION, ERECTION, AND BRACING OF OPEN WF8 STEEL JOIST AND JOIST GIRDERS MINIMUM. 2. ALL CONCRETE SHALL BE FROM DESIGN MIX OF 3000 PSI STEP FIGS. AS PER DETAIL 6/. NO PIPES ALLOWED IN PROVIDE SHORING AS REQUIRED BY CGDE. TO CONFORM TO STEEL JOIST INSTITUTE_ STANDARDS AND DESIGN SPECIFICATIONS BY 10. WHEN LAMINATING VERTICALLY 2--2" X MEMBERS TOGETHER, AT 28 DAYS, CONTINUOUS INSPECTION IS NOT REQUIRED UNO. 27� FTG. STEM. REINF. AROUND OPEN'GS IS IN ADDITION TO STD. AMER;CAN INSTITUTE FOR STEEL CONSTRUCTION A.I.S.C. _ 2. IF FTG. IS PLACED PRIOR TO PLACING PIPE, PLACE PIPE WALL REINF. GROUTED LINTEL ABOVE SHALL BE: ( ) USE 16d NARES AT 9" O.C. STAGGERED. MAXIMUM SLUMP SHALL C I INCHES. USE MINIMUM OF FIVE 11. ENDS OF WOOD MEMBERS ENTERING MASONRY WALLS SHALL SACKS OF CEMENT PER CUBIC YARD. FLOOR SLAB ON GRADE: AND CONC. BELOW FTG. TO WITHIN 2" OF BOT. OF FIG. 8"x24" MIN. 'INTEL, W/2 - 5 UP TO 4'--0" OPENING 11) PROVIDE CAMBER AS REQUIRED PER MFG. CO. DESIGN AND SPECI"ICATION3. INSTALL HAVE A 1/2" AIR SPACE AROUND IOP. END AND SIDES UN- PROVIDE 3000 P S.I. CONCRETE --- FOR QUALITY OF AND DRYPACK THE REMAINING 2". 8"x48' MIN. LINTEL, W/2 6 UP TO 10'-0" OPENING AND BRACE PER MFG. CO. DETAILS AND SPECIFICATIONS. VERIFY "N" NUMBER OF JOISTS LESS WOOD IS TREAIEO WITH APPROVED PRESERVATIVES, 3. PLACE CONE. FILL AROUND SLEEVE BEFORE POURING 8"x72" MIN. LINTEL, W/3 - 6 UP TO 15'-0" OPENING CONCRETE ONLY, CONTINUOUS INSPECTION IS NOT REQUIRED. A B SPACES OF GIRDERS IN FIELD TO CLEAR OPENINGS ETC. PROVIDE SPECIAL MEMBERS 12. ALL HARDWARE CONNECTING WOOD MEMBERS SHALL BE RE- 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL G FTG. (FULL WIDTH OF FTG.). 4 -- N6 & FILL CELLS SOLID FULL HT. ABOVE ALL WERE NEEDED A7 EQUIPMENT LOCATION AS SHOWN ON PLAN, VERIFY IN FIELD. 4. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. OPENINGS 15'-0" AND WIDER (U.N.O. ON PLANS) CESSED WHEN REQUIRED BY ARCHITECTURAL FINISH. VERIFY CONCRETE UNLESS SPECIFICALLY Of_TAILED, SEE ARCHITECTURAL - 12•. JOISTS AND GIRDERS INDICATED ON PLANS AS MANUFACTURED BY VULCRAFT WITH ARCHITECTURAL PLANS, TYPICAL. h MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, �c0 R FLUOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. in TYP. STUD WALL CONN. 12TYP. PIPE INSTALLATION AT FOOTING 7 TYP. BLOCK WALL OPENING DIVISION OF NUCOR CORPORATION. DESIGN CALCULATIONS AND SHOP DRAWINGS O L ., SUBMITTED TO THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER FOR APPROVAL 4. VIBRATION OF CONC. SHALL BE PERFORMED IN ACCORDANCE � o v o OlO1.DWG PRIOR TO FABRICATION. WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. U o 0104.DWG 1006.DWG GLUED LAMINATED MEMBER 5. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR M rn 13) PROVIDE SPECIAL SUPPORT AND FRAMING FOR ROOF EQUIPMENT, PLATFORM, OPENINGS, A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED �? c ETC. PER MECHANICAL DRAWINGS, VERIFY IN FIELD. 1. ALL LAM!NATcD LUMBER SHALL HE PROPERLY KILN-DRIED O n. O FOR GLUE LAMINATING AND MOISTURE CONTENT SHALL NOT CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. U N 3 \ ___ 14) PROVIDE SPECIAL FRAMING AND SUPPORT AROUND ROOF EXCEED 12%. I 8" C.M. WALL 5i r O DURO-WALL RAPID OPENINGS AND SUSPENSIONS. ANGLES 4X4X1/4 INCH. MIN. 2. ALL MEMBERS SHALL CONFORM TO UNIFORM CODE, TABLE O o _ 8" CONC. BLK. WALL / _ �I C� �\ _ GROUT SOLID W/ 2 CONTROL JOINT BETWEEN JOISTS TYP. VERIFY LOCATIONS WITH ARCH'S, 25 C-1. DOUGLAS FIR - DRY CONDITIONS OF USE. c011 rn 3 X c '�� C2) GROUT S0'00 ALL CELLS j MECH'L, PLUMBING, AND ELECT'L PLANS IN FIELD. MINIMUM REQUIREMENT: SHEAR f(v)=165 P.S.I.; REINFORCING STEEL 5 O 16" O.C. V) �� SILICONE SEAL., BOTH / 1) 5 O 32" O.C. �H) / c SIDE AFT(:R REO'D CONST. \'F� - 15) PROVIDE ERECTION BRACINGS AS REQUIRED BY CODE. F(c)L = 450 P.S.I. ON COMPRESSION AND TENSION FACES; 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF IN - O #5 VERT. BAR LIST SHOWN SI COMPLETED TO MATCH E=1.8 X 106 P.S.I. MIN. USE 24F-V4 COMBINATION FOR MEDIATE GRADE CONFORMING TO A.S.T.M. SPECIFICATION TYP, U.N.O. _ /� ,.T!; 16) MAXIMUM JOIST SPACING IS 8'-0" TYPICAL FOR JOB. SIMPLE BEAMS AND 24F-V8 FOR CANTILEVERED BEAMS. A615 GRADE 40 FOR BARS N4 AND SMALLER: A615 GRADE 60 �2� DOWEL TO MATCH - -•J 0 M2 TIES O 8' O.C. TTP. ., f- ___.-__� MORTAR JOINT 3. USE ADHESIVE WATER RESISTANT CASEIN TYPE GLUE WITH FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE VERT. REINF. (48d LAP) - .� �5 VERT WALL DOWELS \\\ I SEE ARCH'I_ DWG. - I I 7) INCLGN ROOF UDING G DE D ^LOAD FOR 35 PSF UPLIFT (MIN) c U. SEE PLAN \ 3 EVERY OTHER HDR. MOLD INHIBITOR CONFORMING TO FEDERAL SPECIFICATIONS 6X6 - W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING l 0 MMM-125 (WEE-USE EXPOSURE CONDITIONS). TO A.S.T.M. SPECIFICATION A 185. �3 2-N4 HGRIZ. CONT. BOND BEAM REBARS --� _ IB) ALL SUPPORT POINTS OF ROOF SUPPER STRUCTURE SHALL 4 FABRICATOR SHALL FURNISH ,ARCHITECT AN "AITC' INSPEC 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY - "�! TO BE CONT. THROUGH -7 BE LOCATED AT JOISTS PANEL POINT TYP, FIELD VERIFY. TION CERTIFICATE, CERTIFYING THAT THE GLU-IAM MEMBERS LAPPING 40 BAR DIAMETERS IN CONCRETE, 48 BAR DIAMETERS 8�- _ WERE PRODUCED IN ACCORDANCE WITH PROVISIONS OF "AITC" IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. - CONTROL JOINT O M4 e'L-2!+ O 24" O.C. �% !1 _ '- L -� - -- _ L _ INSPEC110N MANUAL FOR STRUCTURAL GLUED LAMINATED 3. MIN. LAP OF 'NEEDED WIRE FABRIC SHALL BE 6" INCHES OR .J , _ •� 2-#5 VERT. BARS / LUMBER. ONE FULL MESH, WHICHEVER IS GREATER. O FOR CONC, SLAB REINF - - _ -_ O EA. SIDE IN dt BASF, SEE PIAN GROUTED CELL 5. ALL LAMINATED BEAMS SHALL CONFORM TO INDUSTRIAL AP- 4. DOWELS FROM FOOTINGS SHALL. BE OF THE SAME SIZE AND PEARANCE GRADE UNLESS SHOWN OR SPECIFIED OTHERWISE. SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, 1-#5 CONT. U,N.C. 1 \ PLAN. 3 6. TENSION LAMINATION REQUIRED AT TOP k BOTTOM OF ALL UM_ESS NOTED OTHERWISE ON PLANS. CANTILEVEk :LU-LAM BEAMS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., 07 BEND ALT. BARS ==' _ r INSPECTION 7. IN USE TEMPERATURE OF GLU-LAM BEAMS NOT TO EXCEED AS REQUIRED 10 SECURELY HELD STEEL IN PLACE. to 2 150 DEG, F. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE �J (8� {�4 RLR. TIES O 24" O.C. - 6 �I 8. - PRESERVATIVE. SHALL BE USED FOR RE-BARS REQUIRING WELDING. I. GENERAL INSPECTION: PER UBC CHAPTER 3 SECTION 305 ALL GLU LAM MEMBERS EXPOSED TO WEATHER }-a J �- - O c. THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT PROTECTED WITH AN APPROVED WRAP FOR FUTURE WALK I z _�r q NOTES OR SLAB- SEE PLAN � - W SPACE JOINTS O DIST. EQ. TO WAIL 14EIGTH x1.5 OR RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS WHERE OCCURS 40'-0" t O.C. MAX.. EXTENp FROM TOP OF FOOTING DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS a 40 TOP OF WALL TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED MASONRY N 1. CONCRETE BLOCKS UNITS SHALL BE GRADE "N-1" CONFORMING - SEE ARCH'I_ EXTERIOR ELEVATION (NO CONTROL JOINT STRUCTURAL PIANS, SPECIFICATIONS AND CHANGE ORDERS. GENERAL FOUNDATION NOTES E' _._.__ �... _�-- WITHIN 2'-0"'1- MIN. OF OPENINGS OR PIERS). THE ENGINEER OR ARCHITECT SHALL SUBMIT A STATEMENT All SEE PLAN �, EXTEND'WALL HORIZONTALTO THE A.S.T.M. SPECIFICATION C 90 FOR LOAD BEARING 7 ' RFINfORCEMENT THRU PIER ( A C� ALL CHORD REINF. TO BE CONTINUOUS. IN WRITING TO THE BUILDING OFFICIAL STATING THAT THE 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. MEDIUM WEIGHT UNITS. Fm=1500 PSI. CONTINUOUS INSPECTION / ��/// SITE VISITS HAVE BEEN MADE AND THAT ANY DEFICIENCIES SOIL REPORT SHALL BE PART OF THIS NOTES. 15 REQUIRED. TYPE OF BLOCK AND FIRE RATING ^ , NOTED HAVE BEEN CORRECTED. PRIOR TO THF POURING OF CONCRETE, THE SOIL ENGINEER OF WALLS TO BE CHOSEN BY THE ARCHITECT. W 2. SPECIAL INSPECTION: PER UBC CHAPTER 3 SECTION 305 & 306. SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE 2. BRICK MASONRY SHALL BE REINFORCED, GROUTED WITH GRADE MASONRY WALL AT FOOTING WALL PIER PLAN S EXPANSION JOINT 3 DUTIES do RESPONSIBILITIES OF THE INSPECTOR: SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING MW UNIT CONFORMING TO A.S.T.M. C 62 AND 2,500 PSI 2101 DWG 1 3 21 15.DWG - 0102.DWC A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CON- MINIMUM STRESS. ASSIGNED FOR CONFORMANCE WITH THE APPROVED DITIONS OF THE R1 PORT. A WRITTEN CERTIFICATION TO THIS 3, AGGREGATE FOR MORTAR SHALL CONFORM TO A.S.T M. C 144. DESIGN DRAWINGS AND SPECIFICATIONS. EFFECT SHALT_ rL FILED WITH THE BUILDING DEPARTMENT 4. MORTAR SHALL BE TYPE M CONSISTING OF 1 PART PORTLAND / �1 3 t1�,�, \`- �J B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES CEMENT, 1/4 PART LIME PUTTY, AND NO MORE THAN 3 TIMES V / LD REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR NOT WAIVE THE REQUIRED INSPECTION 8Y THE BUILDING THE VOLUME OF CEMENT AND LIME USED. - - ARCHITECT OF RECORD, do OTHER DESIGNATED PERSONS. INSPECTOR. 5. GROUT SHALL CONSIST OF 1 PART PORTIAND CEMENT, 3 PARTS FOR FINISH, SEE PLAN TI �� SLAB, SEE PLAN - -- _ - ._ r- _ r -'.. -•- ALL DISCREPANCIES SHALL BE BROUGHT 'f0 THE IMMEDIATE 2. SOIL REPORT BY: pACRIM GEOTECHNICAL SAND, AND NOT MORE 1/10 PART LIME PERMITTED. FOR GROUT � c0 O SILL SEE SHEAR WALL SCHEDULE \`J 5/8"�- 1' 4" LONG ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, 3234 S.E. 39th AVE. SPACES OF 4 INCHES OR MORE IN BOTH HORIZONTAL DIREC- Q CL -� - -_ SMOOTH DOWEL O IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND PORTLAND, OR. 97202 TIONS, ADD 2 PARTS PEA GRAVEL. GROUT SHALL OBTAIN 2,000 24" O.C., WRAP - Iu I I-v' 5=1 TO THE BUILDING OFFICIAL. P.S.I. MINIMUM AT 28 DAYS. PROVIDE TESTS IF REQUIRED BY FLC 'R SLAB, SEE PLAN 7 , I COLUMN BASE ANCHOR BOLT OR GREASE ONE ENO. `�` ��' �' -��E�' C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED BUILDING OFFICIALS. IEEE_ �� FLOOR SLAB JOINT REPORT STATING WHETHER THE WORK REQUIRING SPECIAL 6. GROUT ALL CELLS SOLID, TYPICAL UNI-ESS NOTED OTHERWISE. 04 #4 CONT. TOP & BOT {2� AS REQUIRED, SEE PLAN TS 4x4 I I xl I x3/4 - 4•-3/4"0 A.B. S SAWCUT OR PLASTIC JOINT INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S _ �� CONTROL JOINT 3. SOIL REMOVAL AND RECOMPA�:TION SHALL BE DONE PER SOIL GROUT LIFT SHALL BE LIMITED TO 5'-0" WITHOUT INSPEC- 2'-0" SO. POUR --`- - SEE SPECS. (SLAB SHALL OA KNOWLEDGE, IN CCAFORMANCE WITH THE APPROVED PLANS REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPER- TION BL.00KOUTS, THE THICKNESS OF GROUT BETWEEN BLOCK O FOR BASE, SEE FDN. PLAN `g� I AFTER COL ERECTION TS 5x5 I?xl 2xl 4-3/4"0 A.D. BE SAWCUT FOR CONTROL \2) AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP - VISION AND INSPECTION. AND REINFORCING STEEL SHALL NOT HE LESS THAN 1/2" AND 18• / 0 BASE I (SEE PLAN) WI4x53 18x1 6xl _ 3/4"0 JOINTS AFTER •INITIAL ,• PROVISIONS OF THE CURRENT BUILDING CODE. 4, TYPE OF' FOOTING --- SHALLOW, SPREAD FOOTING SYSTEM. BETWEEN PARALLEL BARS NOT LESS THAN 3/4". N4x 3 WONCRETE HARDENING) ---_ -- MIMIMUM EMBEDMENT 24" BFIAW LOWEST ADJACENT 7. IF WORK IS STOPPED FOR ONE HOUR OR LONGER, PROVIDE A 5 -- l� /4-3/4'; A.B.AB __ _ ITEM CONTINOUS PERIODIC REMARK - --- NATURAL GROUND OR COM-- HORIZONTAL CONSTRUCTION JOINT BY STOPPING THE GROUT w O 16' O.C. (ALT) ON 1 1/2 DRYPACK __ - - _ INSPECTION INSPECTION O 2x STUDS O 16" O.C. \ 4 #5 BAR TYP. --� • - � ONCRIETE -~y YES -- DESIGNa3000 PSI PACTED FILL. 1 1/2" BELOW THE TOP OF THE BLOCK. •6 TO 12 HOURS AFTER CONT. FTL S ,,RAO BMS - _ _ DESIGN SOIL PRESSURE: 8. PROVIDE 2-#5 VERTICAL BARS AT ALL ENDS, CORNERS, JAMBS 19 5 CONC. SLAB & BASE PLACING OF CONCRETE CONCRETE NO YES DESIGN=2000 PSI CONTINUOUS FTG. 2000 PSF AND INTERSECTIONS OF ALL MASONRY WALLS UNLESS NOTED OR f I SEE FDN. PLAN TfP. \ - by COL. PAD SLAV ON GRADE -- QUAUTY-3000 PSI ISOLATED FTG. 2000 OR 3000 PSF SHOWN OTHERWISE. Q E I NFLSON STUD BOLT 10 !1 I I - '-� - I.-Or _r I I STRUCTURAL MA.ONRY YES SLENDER WALL DE-) 9. CONTRACTOR SHALL ADEQUATELY AND RIGIDLY BRACE AlL MA- f-` CONN. WOOD STUDS - - - (MAIN BUILDING HALL) SIGN FULL STRESS 5. SLAB RASE AND COMPACTION TO BE IN ACCORDANCE WITH SONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY ERECTED. 0 v Y2 I'm VERIFICATION: SOIL REPORT. W I SEE ARC"'L PLAN 1 TMP �✓ �; CONSTRIUCT�N_- Q_NE 1 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, STEEL CC'_. SEE FDN U.N.O. O'. B ! PRISM TEST O FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND M ,I PLAN FOR SIZE 1St LOC. 1V91Ec -- TEST RECORD CONDUCTS. SFE ARCHITECTURAL, MECHANICAL, REFRIGERATION, STRUCTURAL STEEL AND MISCELLANEOUS IRON FOR SLAB AND BASE SEE FOUNDATION PLAN - -� - - -__ AIR CONDITIONING, PLUMBING st ELECTRICAL DRAWINGS, 1. STRUCTURAL STEEL_ AND MISCELLANEOUS IRON SHALL CONFORM _ dr. SPECIFICATIONS. FIELD WELDING YES TRENCH BACKFILL AS PER SOIL REPORT REQUIREMENTS. TO A.S.T.M. SPECIFICATION A-36. PIPE COLUMNS SHALL CON- - ;PACE ALL JOINTS O 25'-0't 0.: . MAX. HIGH-STRENGTH BOLTS YES -- UBC STD. NO. 27-7 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL _0" MIN - - {4 _ FC RM TO A.S,T,F�. SPECIFICATION A-53, GRADE "E3". STEEL 0 J SEE FOUNDATION PLAN. ROOF DIAP. NAIL'G -- YES -- TO TRENCH FROM THE TRENCH MUST BE AT THE SAME ESE- - UNLESS SHOWN - 1/2" PREMOL.DED JOINT FILLER O 15'-0" O.C. MAX. _ _ _ -` - _ .__ WELDING SHALL L CONFORM TO ASTM A500 GRADE B, Fy-.46 KSI. ON PLAN O WALKWAY, SEE ARCH L. ALL SHEAR WALL __ YES -- NATION AS BOTTOM H TRENCH. PROVIDE VERTICAL CONCRETE Q NAIS'G do HOLDN PEDESTAL, POUR WITH FOOTING 4- 6 VERTICAL BARS WITH 2. WELDING SHALL CONFORM TO ANSI/ AWS 01.1 -92, AND BE I _ �- _ � DONE BY ELECTRIC SHIELDED ARC PROCESS USING E-7GXX TYPICAL R FLOOR SLAB JOINTS #3 TIES AT 12" O.C. 3-M3 TIES AT 3" O.C. AT TOP. ELECTRODES. pd.L WELDS SHALL BE UNIFORM IN SIZE AND � `rt INTERIOR FOOTING 1� 4 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4-N6 x APPEARANCE, AND FREE OF PINHOLES, POROSITY, UNDER- Q 3124.DWG _ 1OOI .DWG 16'-0" LONG 13ARS AT BOTTOM. CENTER BARS ON TRENCH. CUTTING OR OTHLR DEFECTS. ALL BUT WELDS SHALL BE VERIFY ALL CONDITIONS IN FIELD. FULL PENETRATION --- - 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALT_ 3. ALL THE WELDING SHALL BE PERFORMED BY QUALIFIED -- 4 r - _ HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT WELDERS CERTIFIED BY THE BUILDING OFFICIAL. CONTINUOUS �•- SATURATION OF SOIL UNDER FOUNDATION. S PLAN � I-N4 CONE. g� -----� 10 PLAN.STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING INSPECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED OSTUD WALL, SEE LAFOR FIELD WELDS. do ARCH'S DWGS. p 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRh SEE PLAN FOP. SLAB - - OR COVERED BY FIRE PROOFING MATERIAL SHALL BE SHOP C� 2x SILT_ It W/HILTI POWER �' - -- -- PRIMED AS SPECIFIED. ANY ABRASION SHALL. BE TOUCHED- PIN .145x3" SG. ® 32" O.C. ADD 1--N4 O _ _ _ UP AFTER ERECTION. (ICBG No. 1290) I DOCK RAMP p I -L T7f-j�-- 9 i III-� _:-1 i1=J1= 5 ENGINEER FOR REVIEW©AND OBTAIN RAPP1ROVALNGS OPRIOR TO RAL l� FOR SLAB, SEE PLAN - - . ____ _ �4 SEE ARCH'L F"OR LOC., I -I I- -,_-� DEPTH & SIZE OF r I I =jl I- START FABRICATION. FABRICATION SHALL CONFORM TO A.1.S C. -11' SPECIFICATION. sl - - - _._ ..__r3• D,:PRESSION - v` --_-..._- - ;3J U 12" WIDE O ENO OF 6. BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE 4 LOADING DOCK RAMP J, r TT"IP.; NOTED. 3T V �) g CENSED BY TILE GOVERNING CITY OR COUNTY. ----_--- C� FOR ELEV. SEE 7. ALL 'STEEL FABRICATIONS SHALL BE DONE IN A SHOP LI- 1 4 - -- "�DG OF SLA I\ ,` I ' , •, � - - GRADING FLAN _�__ � SEE ARCH'L PLAN 11 11 01 1'v lik _I TYPICAL DE1 AILS �* 6"y MIN. COVER t J� G rn - - -- - - _. ._ _ SEE FDN. PLAN_ _ SIA�..DPRESSION FOR St2E do REINF. 1:nc,n S�� Pnctt;tc Nwv ST-1 r' - N FOOTING 1SLAB EDGE & DEPRESSIONINTERIOR NON -BEARING -- --- - lil 1",S_oo317 I Iuf1•� -------_-.._ -__ F 1 ,.,zt ',Y,G PARTITION 1,� - - --- PIPE COLUMJWG-_-- ioo3.Dw� NOTICE IF THE PRINT OR TYPE ON ANY I I III III III I�jI L I I III I I; I I I I I I I III I I I I I I I I I III III 111 111 1 I1'111 I L I I III III III III III 11 11 1 I III III I I 1 I III III I I TI 111 111 III I L I I I r IMAGE IS NOT AS CLEAR AS THIS NOTICE. I I I._l I -I-I-'L -I-- I g� I- -I I I }�L IT IS DUE TO THF QUALITY OF THE __ _ ORIGINAL DOCOMENT �o�8 ��Z 19��fs LZ 9(Z Z 617 c1 I Z IL L Si 13i Gi�9i 9i i Si LT Lli �i I lR �9 9 9�4 S C� �Tvrue �IIIIIIIII Illlllllllllllllllllllil ILII Illllilll�lllllllll�llli�llll IIIIIIIIIIIIII II!I�IIII IIIIIIIII ILII Lill IIIII�I III!I IIIIII�� 1��IIII�1 ��I ��I� �I�I IIIA I�I�I�� IIIII��III 1�111�1��1��1�1111�I1��IIIII�II�lll111 lllllllll�lllllllllllilllllllllll�III 11111�II�I��HI� - , ,F V:S1ONS �11 SEE SCHEDULE FOR TYP TEN 3• ,L2• I� 7 •7 t- _ - - l !� THK. do NUMBER a \ MSN. / , STEEL COL., SEf PLAN � FT11 RC. � f2�YW00D SUB-FLOOR ,= �i� 7/8"x3"�12 LUNG i� OF BOLTS 18 ______-f1 FOR SIZE AND iYPE. -- PLYWOOD d r - Q Q - 2� SIMPSON 'HGLT' HANGER [2) PLYWD SHEATHING lJ 2 STL. BM. SEE PLAN �� p U.N.O. ON PLANS i SEE PIAN t2� STEEL BN. Sf I PLAN SEE NOTES V 3 t' _ --�2 FOR SIZE AND TYPE. �2� ROOF PURLINS WF'^RE OCCURS CARRYING BtAA( (4�_ �, 1, (� TRUSS GIRDER W/ 1 4' 1 4 - �2 5 1/2"x CHORD WIDTHS ttk? -I -L" J O B'-d O C. # \ I w O BACK UP �__ (4� WOOD OR GLULAM \ NAILER PER MANUF JOIST GIRDER OFi BY MFC. SEE PLAN - (4 3/4" STIFF, T&B \�/ _ ' S SEE PIAN (AS OCCURS) �� GEE PLAN, USE SEE NEG. CO. DET. 3 GLULAM BEAM _ rCl -R --- (� 6x6x3/4' STAB �' ____. I � w 0J STL. COL. SEE PLAN _ u___ DO NOT WELD _ �4 9"x1' BEARING PLATE X5.1 2-ROWS OF 5; 1 I 8 COW/2-A325 BOLTS. B.N. U.N.O. FOR SIZE Ac LOC. - '- - TO TRUSS I 6 WELDEIDESTUDS O 5 SEE PLAN FOR SIZE C4� ROOFJOISTSO / 3/4"0 ♦ ( � 0J 3/8'x4' STIFF.PL 3' MIN 24" O.C. TYP. \J - _ 6) B 6x6xJ 4" AIIN. VERIFY SEAT W/ O 24" O.C. 7 PLYWOOD SHEATHING ♦ a ® 4 B�4• t/2' t/♦.;� STABILIZER PL GIRDER NEG. t - 1•_ 11__-. /_. C?] I♦ I + --- I \ U.N.O. I{ SEE PLAN � � A325 BOLT .,5) t/4 V-� (8'-d SPAN) ♦ � ♦ -- \ (6) (5) FACE GRAIN I� II / DIRECTION l- (2J _ ----- MINIMUM DIAPHRAG NAILING\ - - \ / _U� I ( ASSOCIATES C3� \ C3�J C� BOUNDARY h CONT. 2 ANF b ASSOCIATES ---- --� ANF do ASSOCIATES 3 PANEL EDGES NAILING ANF do ASSOCIATES 4 , tOd O 4' O.C. 1 H _ ANF do ASSOCIATES �E) EDGE FLAILING - 1Od O 6" O.C. - - -'TT - 1 INTERMEDIATE NAILING TRUSS GIRDER TO STL. COL. CONN. DETAIL cl) RIGID BM. TO TOP OF COL. 19 BEAM TOBEAMCONN. 14 6906-DWG N: ASP 0005.DW(' 10d O 12" C.C. _ y -- 5613.DWG _. - — -, �3 � - �E ; � �. � _ 1. ALL PLYWOOD SHAL BE 5/8" THK., 5-PLY EXPOSURE 1 BEARING STAMP DOUGLAS FIR, STRUCTURAL 1, BY AN APPROVED GRADING AGENCY, GLUE SHALL 8 - _ _ ___ ` BE EXTERIOR TYPE. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD �� 3/4" STIFF R O --- -- < COLUMN SFE PLAN C2) - ` 1) STEEL BEAM-A _- OS 1-83 (INDEX 32/16). EA. SIDE TYP (T&B) 10l - SEE PIAN 2. LAY PLYWOOD SHEETS WITH LONG DIMENSIONS PERPENDICULAR TO PURLINS AS _I __ (2) BEAM SEE PLAN 1 SPLICE BEAM WHERE j 2 SEE SCHEDULE FOR - SHOWN. ALL I'^NEL EDGES MUST BE BLOCKED. 2� STL. COL. SEE PLAN4 3/-fj 3 �� 8 U FOR SIZE do LOC. TIT �` _-f1- �3� 3/8" PL. � _ INDICATED ON PIANS 1 ' \ Zl (� THK. do NUMBER �� - 3. PIPES, DUCTS do OTHER MATERIALS MUSi_ 1� BE HUNG FROM 2x ROOF JOISTS, CONC. GRADE_ BEAM LN. ---+ � 1,,2 64 5/8" THK.I� Wt-COED _ �. -______- OF BOl-TS 3 t T - --� BUT ONLY FROM 4x PURLINS OR GLULAM BEAMS. INSTALL 4x6 h4 "HU' V) POURED AFTER 3 4 2-3 4"0 BOLTS r BETWEEN SIDE I 'S 04 TS COL. SEE PLAN HANGERS BET. PURLINS WHERE SUPPORT I NEEDED. LIGHT WEIGHT SUSPENDED d /� � � CEILING CAN PE HUNG FROM 2x JOISTS WITHIN 2'-Cr OFF JOIST HANGER. � COL IS IN PLACE LJ- /1 / ''' -' FOR SIZE dt LOC. 3 4. BUILDING DEPARTMENT INSPECTION REQUIRED OF THE ROOF SYSTEM LAYOUT 3/td' O I/4' THK. SIDE � a--- ----- "-"'� (4) 2-$9 (T&B) W/ 4) Z I EA. SIDE OF GLULAM BEAM + ♦ 0 STEEL BEAM-B AND NAILING PRIOR TO PLACING ANY MATERIAL ON THE ROOF SHEATHING, OR (x,. 4- 3 ❑ O 2r O.C. 4 W/ 4-3/4-� BOLTS ♦ • SEE PLAN SUSPENDING ANY LOADS FROM THE ROOF. EA. SIDE OF COL. At __ _ -LAN -�-- - r Li�L7 _ N 5. ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR. � #3 ❑ O 12' O.C. .-_.__. .-- - .,T 4� 5/8" THK.,, WIDTH OF (5) OF T� SAME AS -�--R 6. WHERE ROOF NAILING REQUIRES 10d O 1 OR Z 1/Z" O.C. O EDGES OR GLULAM BEAM + I I/2" OF STL. BM. 0 -_._� BOUNDARIES. PROVIDE INIM l_ MEMBERS TYPICAL NAILING SHALL HE TYP. U.N.O. t BEARING I \ _--_ - - -- -._-_. �-� 3� STAGGERED. pL (5) SEE SCHEDULE FOR r _ 2 II 1 5 STIFFENER t WHERE REO'0 _ 7. SPACE ALL NAILS 3/8" MINIMUM FROM PANEL OR SUPPORTING !'EMBER p< <y T SIZE do A.B. + `-- - - - �� _- ON 1 DRYPACK STEEL COL SEE PLAN EDGE. NAILS TO PENETRATE SUPPORTING MEMBER BY 1 5/8" MINIMUM. 0 ci 9. EDGE OF OPENINGS THROUGH THE ROOF AND TOP OF OF STRUTS G.L.B. © 2-N9 x8'-0" LG. I o SHALL BE PER BOUNDARY NAILING REQUIREMENTS. Z N o E.S. OF COL (T&B) O I 1 �i O __ ADDITIONAL I 8" THK. It's 4; ( ) 5 3 % 1� 9. SEE ARCHITECTURAL ROOF PLAN TO ESTABLISH TOP OF SHEATHING ELEVATIONS, WFIERE d' 15 GREATER p O7 CONC. SLAB ii + WALL HEIGHTS ROOF DRAINAGE, COLUMN HEIGHTS, ETC. Q SEE PLAN FOR - _ Trp. - - - THAN 24' (WELD TO 1O. USE SPECIAL PURLINS O SPRINKLER MAiNS FOR 6"e PIPES AND LARGER WITH ✓i, �O' /td'✓ C3� SIDE � 'S) I/4 ,� BASE do REINF. y -- -- � _._. SPRINKLER COMPANY SHOP DRAWINGS. Y_ '� C18 GLULAM BEAMS SEE PLAN CLR _yam _- I r --{2 . 11, USE 2x6 No. 1 q.F. JOISTS O 24 O.C. FOR SPANS MORE THAN 8'-d UP TO TT' 9 MITRED BEAM . ;, - t[2' 10'-d MAXIMUM. 0 12. USE 2x6 JOISTS O 16" O.C. AT EQUIPMENT LOCATIONS. VERIFY WITH 10 STIFFENER O BOTT. TYP. 8� - I (3� MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS. SEE FOUNDATION PLNV II FOR ACTUAL ANGLE SOLCAP �IHERAM� FOR S12E c E�VATI01y -REINF SEE 1LAN .- - ARESKFWEQ IN FAN o SECTION ® GRADE BEAM WOOD BM. TO STL. COL. CONN. 15 STL. BM. TO TS COL. CONN. PLYWOOD FRAMING LAYOUT 1 � 6 N 2 N A P 00 4.DWG _ 5804 DWG 7201.DWC •\ 5 � 0 _ � m BOUNDARY NAILING 7 1 L o a 1 3� -dir►. 1 - v ai l� 3/4" STIFF 4 / �'J- - - - - L 4x4xl/4 CONT W/ _ / _____._._____�j (2� ROOF SHEATHING SEE PLAN -- (A. SIDE TYP. (T&B TYP a �M I 3/4 x 6" LG. A.B. /' �3� SIMPSON 'PATM25' TWISTED Z� - C'a t � �� ROOF /,� O 16" O.C. - JOIST ANCHORS (U.N.O. p - i } (2) STL COL. SEE PLAN 1' CLA - 2 SHEATHING � ••• „ � U ROOF, SEE PLAN < ON PLAN) O 48: O.C. F O -!'6* FOR SIZE ac LOC. TYP I CA)0QQ .. NG� r SHAPE USE 3x6 ROOF JOISTS CJ CONE. GRADE BEAM _--� C2� 2x6 C01;,. CAP O3 FOR JOIST SIZE O ANCHOR LOC. IN 'HUTI ' BLOCKING HANGERS O BOTH ENDS �- 11 ; L USE BOLTS ONLY F POURED AFTER SE FRAMING LAN IN 'HU' COL IS IN PLACE II 4 HOFIZ. BRIDGING o '- -� SIMPSON - 1 w/1-#5 ENGAGED w/ANCHOR 3 HANGSEE ELEV. FOR REINF. --- _ _.-- -_ 41 CONC. SLAB SEE PLAN - U TOP do BOTTOM x / 'F' HANGER O 48" 0 C. � —•� � `� " 3 2x10 EEA. SIDE IN 'U' 2 II 5 L 3x3x1 4 x 36" W � �4� 2x ROOF JOIST IN SIMPSON FOR BASE do REINF, BET. 3x6 JOISTS IN f _ HANGERS SEC PLAN 9 � 3-3/4"$A.B. TO WALL 5 SEE SCHEDULE FOR f 4 PURLINS SEE PLAN l t) • (VD 8" CMU WALL 'HUTF' HANGE'iS - z �•- OI I LI I`I I _I I III' O ..a._. '`—�I — --1 11= — �3- 1 1— 5 CONT. 5 SIMPSON HANGER SIZE & A.B. I r ON 1' DRYPACK , �I (5) 2x6 HANGERS O 16" i-- C1 4r 6 4x8 CONT, LEDGER w/ 6 END OF SLAB I O.C. ---_ 4' / -�9 `88] 3x TOP CONT. iI? -- 3/4"� BOLTS O 24" O.C. T C.LR 6 SUSPENDED CEILING ! z l.- 1 WHERE OCCURS --- � \ - �, � - -i CBD OR SEE ARCH'I. _ 7OBOND BEAM TO CCR.SEE ARCH'L Ci BRIDGING 3 __ _2- 9x8'-d LG. D5 1- L 1 3 4x 1 3 4x 1/8 86 SCUPPER OPEN'GS � \ -_ Q N 1 7 SEE ARCH'L DWGS. �C� r SEE ARCH'L TYP. I �7 - E.S OF COL. (T&B) FOR CONTINUATION l�J " " - JOIST SPAN No. D H R. �` - \ �4/ .- �y ODD ANNE `., SNAP ODD �S' _ 5H» A;E BRIDGING _ `8 3-�5 HORIZ. CONT. IN + - - - t 8� 2x4 BLOCKING O COL CAP COL. C 0'-d' TO 20'-fi 1-- 3/1�✓ - 802 GROUTED BOND BM. - 5 T CLR I CEILING LINE 8 N4 - _ � U.N.O. ON PLAN •�J • • ...J �+ 0 2xE BRACE O 48" O.C. 1. EXTEND COLUMN CAP I 'S 10 PERMIT INSTALLATION OF BOLTS 20'-1" TO 33'-6' 2 Z'J 2-#5 CONT. •� - � 1 SIMPSON 2. THE DISTANCE FROM BOLTS TO END OF BEAM SHALL. PE 70 046'-Cr-t" TO 48'- 3 --___. ...___._. -____ 6� CO FOR TOP OF WALL R I 5 SO HANGERS E OF THE DOLT MIN. TYP. SEE ARCH'L SEE FGUivonnON PIAN fi _--__.._-. 46'-t" TO 60'-d' . 4 _I _ 1 3x NAILER w/ 3/4" DIA. A.B. FOR CONCRETE BLOCK SIZE AND FOR SIZE ei REiNF. 2x6 W000 JOISTS ___� ----- �� f TYPICAL REINFORCEMENT " SEE PLAN �J MiDSPAN BRIDGING SHALL BE DIAGONAL BRIDGING W/ BOLTED x9" LONG O 24 O.C. ; CONNECTIONS ,AT CHORDS AND INTERSECTION SLE ARCH'L DWGS WHERE OCCURS SEE FOUNDATION DETAILS CD SECTION @ GRADE BEAM SUSPENSION OF CURTAIN WALL '16 COLUMN CAPS .2W4SKEWED BEAMS '1� SECTION 6AT WBRIDGING BLOCK WALL SE4406 CTION AT JOIST 2 7202 DWG 21 4322.DWG —� — V 0) s 4'• 0 MAX. +/'f C — — -- 1 FDR CONC. BLOCK SIZE -� 1 1 PURLIN, SEE PLAN - - - --- O1 BOUNDARY NAILING Q PLYWOOD SHTG. 3x TOP Q OR - - 1 f; TYP, WALL REINF. I SEE PLAN & NOTES 7a--- SEE ARCH'L U �0 7 2 PLYWOOD SHEATHING 2 WOOD JOIST SEE PLAN 1 SEE f 01JNDATION PLAN / ROOF OPENING, SEE f O <1 2O PLYWOOD SHEATHING Q (] ARCH'L & MECHANICAL V SEE PIAN J 60- - SEE ARCH'L `< O2 WOOD BEAM. SFE PLAN � / ? 1 I O SIMPSON 'ST21151 ----{j� FOR SIZE do SPAC'G 03 `3 BxW/4" BEAR'G r �,/�J L 2.x RAFTERS MAX. STRAP TIE (WHERE OCCURS FOR FINISH SEE ARCH'L 1/42 3/4D"p'U' BOLTS, 6 _. _ �__ _ SEE O C�N . � ( - 1 �4 1 1/2x 1 1/2 BRACE v SOHFARWALD SCHED. - ( W/ '/1" STIFF. P I T. W I I ANGLE JV/ 16d COMMON / _ 3 � �4 K JUST W/ S U INST. 4O 12x12x 3/8"Ip W/ 6" U 2-?x8 FA. SIDE IN NAILS O SUBPURLIN \ 22x6 O 16" O.C. 2 1/2" x CHORD WIDTH / 4-3/4"¢ A.B. (GAGES 9 - _ - 1 1/Z" U' HANGERS (1/3 SPAN OF TRUSS) TYP. U.N.O. `� NAILER PER MANUF. 1-#5 VERT. O Q.C. _ 05 2--2x8 EA. SIDE OR _H I '6J (5) 5/8"� M.B. W/ O 2x CONT. TOP IQ ® 4x8 LEDGER BTN JST" 9 __' © FILL CELLS O BOLTS /��t�/� " ♦ HANGERS IN 'U' rJ NUT ac WA�HERS _- W/ 3/4"� A.B. O 24 C� W HANGEkS 'b i� �J_ 6 2x BLO(KING • + N, I �6) TRUSS JOIST W/ - - -- -- - - W/ A--35 O 8" O.C. 8 / BOUNDARY NAILING , 21/2"x CHORD WIDTH -� 0 x' 12�xLG/(LCV) �J ♦ Q z I FOR PLYWOOD NAILER PER MANUF. O �� I / O7 B.N. f __ __-__._� TYPICAL AROUND 8'-d O.C. (U.N.0 ) �/ CONT CHORD BAR, SEE �7�-- O \ \.- - --- (� ,`3� OPENING i _- �T SIMPSON 'F' /�7�- � -�7 PLAN. 3-�5 U.N.O. �- i V ST292, TYP. O 5 TYPE HANGER I / I 8" CMU WALL T - O V L.H>3/16"i/- CORNERS \�__ / • - ~- _._. Q Li - 8 2x JOIST O ?4" O.L. SEE PLAN 4 2-#5x 4'-0" LG. EA, CC I - -- -- '� 'J NOTE: B.N. \. _\'J CL O O PLACE CHORD BAR WITHIN 2'-0" t'*J O IC - ---- - I A00VZ' OR BEL. ROOF LINE ► _l M CONN. TO MASONRY WALL TYPICAL ROOF OPENING SUBPURLIN TO RUSS JOIST JOIST TO WALL CONN. TRUSS JOIST TO CMU WALL 3 0 , BEA Q ..,"_ .- 44i1 Pwr, 4306,0WG 691 I.L,WG _ _ 1 - 3133.DWG _ 6903.UWG lJ o COL. FLANGE OR --- 1/2" T&B t TO T �- In , BEAM WEB - -_ -�COL. �1 ROOF DECK PERSIM. FLGS O1 MST-48 O 8'-0" O.C.,UNO - C) _ U TRUSS JOIST W/ O3 4x14 CONT. LEDGER W/ Ot WAIL PIER, SEE SEE -, —~ SEE - INSTEAD37E�` 2=t2 1 3 K-JOIST W/ 2 1/2" 2 1/2 x CHORD WIDTH 7/8"� A.B. PIA do DETAIL FOR REINF. PLAN O I_ __1 / ® SCHEDULE ® O JOIST, EF Ply L DECK �� O x CHORD WIDTH NAILER A 11] O - 1 ® I 0 2 JOIST, PER MANUF-. (U.N 0. NAILER PER MANUF. O 4 SPLICE LEDGER O 2 3-N5 TIES-.O FA. PIER 9; i � �• FOR SIZE do LOC. ) 2 8'-0" O.C. (U.N.O.) OF JOIST 121 e'-d �. I ® ' ,p� p - (2-2 1/2"� M.B. TO 'e O2 1/2" THK.x 11" LNG. w 1 _-W -{-}- 3 STIFFENER IQ GiRDER EA. SIDE / 0 FLOOR SLAB, SEE,PLAN {{ V ) 3 SHOP ATTACHED HCR. W y�I I/2"_ O STEEL COL. O PLYWOOD SHEATHING 4-i 4" HOLES IN TDF' \J 2-#4 CONT. `', { - ULAM Q__U�AM C fR T'rP, SEE PLAN �. 1 SEE PLAN LEG FUR N54 NAILS 4 1 1/2x 1 1/2 SHOP 8 I - l3 BFJ6M TO COL. FLANGE BEAM TO COL. WE P 0 TS 2 1/2x 2 1/2x 3/18 `�\ O WELDED CLIP ANGLE ----- 01 DOWEr S TO MATCH ,1 _ CONT. BETWEEN JOIST O -- - --- ----- VEF'T REINF (48d LAP) l - ;NAE}E SHEAR I� WELD FLOOR ' ROOF REMARKS DRAG LINE ONLY 1 1/2x 1 1/2 BRACE --- (6 BOTiOM OF FTG. TO - SIZE FRAMING FRAMING ANGLE W/ 5/8 M.B. I _� - -- - 1 MATCH ADJ. BUILDING - I I }I O JOIST CLIP (1/3 SPAN Ju _ W10 OR LESS 1/4' 3/16" 2-3/4 2-3/4 1 " -4 II- FOOTING, ' FOOTING, VERIFY =1{I-=1 I 1=1' '� - --- �F GIRDER U.N.O.) I 6 5/8"v M.B. W/ - I - 2 -" FOOTING ELEVATION i TI v WI 2, WI 4 1/4" 3/16" 3-7/8"0 3-7/8"e f;� \\ - --- _ 4 --_--_- - - - NUT do WASHERIf y� - 7 3-#4 CONT. I WI 3/8" 1/4" 4-7/8"0 4-7/8"o 07 7 TRUSS GIRDER W% - IIi I � a •• • ♦ ♦ • • ♦ ♦ ♦ - U FLOOR SLAB (N.i.0 5 112x CHORD WIDTH VERIFY ELEV, - -- W18 3/8" 1/4' 5-7/8"0 5-7/8'0 NAILER PER MANUF. • • • I • / SEE PLAN ----_ — �91 ADJACENT f3Lf)'G (N.I.C,) W21 3/8" 1/4" 6-7/8 6-7, 8"0 I � �� Ei 13"/ 4�49' �, B r 4'L4" Ir IN (a." 8x BLK'G BTN K-JOLT " n L� 'ff DETAILS W24 3/8" 1/4" 7-7/8"m 7-7/8"e I AS OCCURS - -_ - -- -- - 14 SCREW 6 0 C l , - � (W/ � E O � 4 , 3 'RT� W27, W30 3/8" I/4' 8-I'a $-I'e 4 EA. TCP CHORD). n �, \;W33, W36 3/8" 1/4" 9 "0 9-10 SEEt_PIAN_ _ ► p,-325 N BOLTS FOR FLOOR. '�,3 TYPICAL BOLTED CONN. '1 TYP. JOIST TO STL. f3M. CONN, '1 TRUSS JOIST AT TRUSS GIRDER $ LEDGER DETAIL ST- 2 I WALL PIER f=TG. AT ADJ. BLDG. 21 12 Cee, 0906 DWG 631B.DWG 6907.DWG _ -- _ _ ----.----_ I- -- -- -- ---- _— _.— -- _-- --- -- — -- - -- ---- --- --- - --- - CIFIC HWY 690 DWG 131'1195-00.117 12Ili14 NOTICE. IF THE PRINT OR TYPE ON ANY (T1IT�IIIIIII Illllll I�{I!-1 !�III�I'IIIII 1 1�T(1111T�TIT 1�"1�,nf;�I If 111111 111_111 i1III1t 1111f 111111JIID111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I � 1 jl 'Ta'ZL / ^' IT IS DUE TO THE QUALITY OF THE N.36 ° -- ------- ORIGINAL DOCUMENT S L 9G LL 9L L fL SL G tG L 8t 9t LT 9T 9T iT t3T GT ti i 1 i~ 4 , i$ Liu�uuluiii�il -_-- ------ - ___. - —� - - - REVISIDNS ✓C," 25 °a5 I FQUNQAtQN_NOTES_ _ 1 • FOOTING SYMBOt_, OR SIZE SEE SCHEDULE. G O aHEARWALL SYMBOL, FOR SIZE SEE SCHEDULE. C) / DETAIL No. 7 6 5 4 3 1 2 SHEET No. DETAIL SYMBOL 9 .4 8.1 8 a, R F SHEATHING 1. FOR DIMENSIONS AND CONDITIONS NOT SHOWN - - - - - --- - - - -- 5/8 THK. STRJCI PL.YWO SEE ARCH'L DWGS. AND VERIFY IN FIELD. W/I DGE &o 4' O.C. 0 2. SEE STRUCTURAL GENERAL NOTES IN SHEET ST-1. OUNDARY 6" O.C. O 3. FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR 2' O.0 0 DUCTS, CONDUITS, ETC., SEE ARCHITECTURAL, 5 -0 I ( I I I I / I IN-EPVrD'A'E 17" MECHANICAL, PLUMBING AND ELECTRICAL DWGS. - - 4. FOR FINISH FLOOR ELEVATION, SLOPE, DRAINS, I I I SEE ARCH'L DWGS. 5. CT.J. DENOTES CONTROL JOINT �-- -yp C.J. DENOTES CONSTRUCTION JOIN' i / 9 H�. Ty 572 gT2 6. TYPICAL DETAILS NOT SHOWN, SEE Sr.EET ST-1. w ST2 TYP. P. W2,x68 H! - - - :F 1? *68 /wl W'' x56 � _ W2.!x68 HI W2, .gip �..; - A C G % 15/,jx25/z IC-2 -0 5 I/Bx25/2 C 2" (LO) 5 ./8x25/2 C=-. 5 /8x25/2 C 2 (LU) (/8x25/. C- 0} 5 /8x25/2 Com. -0) 5 1/3x25/2 =2" (LO) / _x ` a NOTES 1 , 2X5 I -- II 1 _ . 2x10 • - 5 LQ II II I II II II; a.� - *'� F- 2x10 a 5T2 II II II I� II I I 4 2x10 I II 2x8 O 1 H1 ✓ 0� __ II II II II (TYP; ' II II �.�Q} f . � - z«.o � � � o II � g s � II o s I) o � �I' s �� II g Q g I $ � � =: r - �` I I II y r FOOTING SCHEDULE 2x10 2xl° I I I 12 1-7 ( I I f MARK SIZE - THK. REINF (B) REMARKS 2x10 2xIO ,",�� ==�� iII ' �'� I _ - - _ -.,r- �'rai.� -m+ smera t hr ,n 7 irn"r -- _ 2x10 x.0':.' Sy2 ::::4x 0 4x x.r, %�:� n &T2 i 5 ❑ 3'-0'x3'-0" 12' 3-N4 E.W. ^• -� }aS'2 `` S'i 2 �' I ) �:. bx ST22x10 a �:: $ [] 4'-6"x4'_6" 12" 6-p4 E.W. -- F 5'-0"x5'-O" 12" 6-#6 E.W. #3012"O.C.TIE 2xl0o II {:...'..... .: II I: TGI I a GI it II TG II II .......... ............. ............ TG :::.. _. .............. . . ..::::... _ � 2'-6"x8' -0" 12" 3-Na (TACH) g TMP ( II I�. B I II II I �- _ , r o 18" WIDE 12" CONT.-W/2-p4 TACB P 3x6 3x6 ` F±1 18" WIDE 18" 2-#g TACH # 1 S'2 572 i — ST2 I II If II II !I II 2x6 2 x 6 o, WIDER THAN 3012"O.C.TIE U J'96f ti L I 'YP. II 3x6 3x6 i 6" CONc. aASE 12' #4 0 12" O.C. E.W. _ r N o w 2x6 00r TYP, 1 II II II II II 2x6 T 2x6 4'-0' x24'-0" LNG 24" - 5- 6 (TACH) X13012"O.C.TIE Ci- �Z� a N v 2x6 ' _3x6 3x6 - l 3 x 2x 0 I 2x6 -2x6 � NOTES: I i I t I I I I I 1 I I 2x10 Y o 0 0 0 0 o c a o 0 0 o o c o al _3x6 _ x6 .� Q PAD FTG 0/ 30" OF COMPACTED CRUSHED ROCK - 2x1 0 1 h I a o ► g a 4 0 All o II 8 S i II c II II S o II $ o 8 2x6 2x6 �c THAT EXTENDS 24' BEYOND �G. EDGE -_I I 3x6 3x6_ II I II II II' II II 6 2x6 2x6 -� CONT, FTG 0/ 9" OFCOMPACTEDCRUSHED ROCK THAT EXTENDS 24 BEYOND FTG. EDGE �� ;— I i ► ( II I II II II I I 4N 2 SCHEDULE _ II' II I II to n� TYp 2as ! � � I� II II /1�/Tflllllfllll/1TDOJl!/ll/lJ!/lll!/IITJ//!!!////////I/!!l!/!!/!/JJlllll!!lZllllul !!/O!1//II7lIDlllllZlllll��r»��'Zlld�i7TlllJlllJllllJIILJIIlIIJIlIIl IIII!llJll! !f/IIIITIllllll!?IlLTlT llllll!!lyl11l/!/)l!///J/IlllllZlllllllllllllJ!llJll//!l/IIII/!I//////!!///I/!/!!/llllllJl/!!/ll/!///l/All//l////J/1//IJ/!J!/!/!U/I/lJIlTO1L1J//I77/lllll!!//!!!!/llU!/. - ,a 1_Q2DSIM. 4 C.'_ ST2 572 VP. -- _ --__-_-- - _ __ _ ------.._. c*, <e SLAB SCHEDULE 1.1 1 AREA (c;'j REINF. SUB--BASE�� REMARKS u 2"" OF SAND OVER - SCALE SA'.Ei 4" p3 0 1 B" 6 MIL VISOUEEN O.C. 0 MID OVER 6" OF 95X ROOF FRAMING 3/32"=Lk a tc- 3000 ROCK PER SOIL SI r,l COMP. CRUSHED 25'-0" _ RE OR Er•ER 4„ #3 ® 18" 6' OF 95% - - - COMpACTED O.C. 0 MID (CRUSHED ROCK 1 tc= 2500]S-AB IpFR soli 4EPOR- I 'S'_0, • SLAB SHALL BE NS-ALLEE) W-EN BUILD'NG .S SJ8S7ANT,ALLY ERECTED TO I REDUCE SLAB CRACK NG. (SEE SO'L REPORT; 9 4 8.1 8 7 6 5 4 3 2 T SCHEDULE c LC ROOF FRAMING NOTES: ® I L®J I ® I ;� \ L 8 ROOF BEAM SYMBOL c - - _ - - - - - - -- - -- _-_ � � - _ : - -DETAI-SHEEL No. ROOF BEAM SYMBOL ..- - TVP, i CC A 1 ' C GLULAM BEAM CAMBER I1J I. FOR ROOF ELEVATION, SLOPES, WALL HEIGHTS, / 4A NP ST' I ROOF OPENINGS, ETC., SEE ARCH'L PLANS AND < Z TVP. STI I - - -- -- - -- ---- DETAILS. 7 O M�ARW LL�Ls 2. SEE STRUCTURAL GENERAL NOTES ON SHEET ST-1, z r� / I - �„� rqy - 3. FOR MECHANICAL EQUIPMENT LOCATION, SIZE, O V � m[or wrteu� ear .uu+aa OPENINGS, ETC., SEE ARCH'L AND MECH'L PLANS. Q w �E"- - 4. FOR DIMENSION AND CONDITIONS NOT SHOWN, USE .ws ti� a+ns cmrs.sT rw •uc�sw.or ow s � SEE ARCH'L, MECH'L AND A/C DRAWINGS, AND � Ir i �ate ,t5 enc co BE n VERIFY IN FIELD. 5. TYP. DETAILS NOT SHOWN, SEE SHEET ST2, ST3, ETC. a- P oi e U) C) Q r - - 3 1 NOTES Q C`3 � I L�'., L31—' •�_ I o L I _ 49 J � i � ) I �'J L3 t-' 1- STI �P•�S� ! � ' — JOIST SCHEDULE MARK SIZE REMARKS JI 24 K9 TYPICAL ROOF J015T L.N. + ✓r I i — - --------- - DATE, I. ALL ADDITIONAL LOAD, MFCN. EQUIPMENT, ARE ADDITIONAL TO THE ABOVE JOIST JOB NUMBER, 1 PLOT DATE, A - JOIST GIRDER SCHEDULE I _ iso ! _. -. -- --------� PLOT SCALE, � + "d�/'lltl7lllll/1J7�►1111!!lJ'TllJllJT1Tl7Tlll1/llllll/YJLLllllll11111I1 /ILII'JlJIIJlIl1lT/JJ1J117/!/lldlT!lILJlTl/Jll!!7/U lllXllll!!!lJ! t////t ___/////1//Ull��1� /�!/1lllJl�l.!// _ --/Il/// /� tl!!.—_ 11J/I/l�l._.�._.11�/�1111I1 ll1lZl11•[ltll u! Jllla.._ JI J lTlllllTl/lJlJ1.'_._:/�J/� U///L//llllllT1l11__._1I1�1!!1ltTl1J lllllll/l�llT/ZOl1ZlLJ'll l/� - -. - �� C MARK ---- SIZE- - --- RE=MARKS —__J DRAWN BY, _- ++• T"! 36 G oN 13K TG2 36 G 5N ;5K SHEET TITLE, �F = -- -- --—- -- - - -._ - __ -.-.------- ---- - — -- - 4 4 (F G b 4 b — --- - - -8 6 23 ' _ SHEET NO. �' ----- - - - --- --- ---_-- ----- - _- ---- -- - - --__--_. -_ . _.. _._- _ ---- - ------ --- ---- -- - ---___ -- _ -- --- W PA('IFI(' HWY BLDG"A" SCALE FOUNDATION FI-_.AN „ A ' scHEDULE � 3/32 1 U �--- - -- — — NOTICE IF THE PRINT OR TYPE ON ANY t I III III I I I I I f I l 1I I III I I I 11 1 I 1 1 I 1 ?�T T�T I I I III III I I III III !III f I I l 1 1 1 III I I III III III III III III III I I III III V I I I I III III I I I I I I I III III III I I e, IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 �!�l- ! ! 1 S ! l Bbl i I��1!_► � T� �L, ii Z65, IT IS DUE TO THE QUALITY OF THE _ -- - "°30 1 " ORIGINAL DOCUMENT $ L gt bZ 9�Z Z�fZ S I. �Z.I ISL >G 8i 9t Lit t t t St Zi tt t 8 I rG I �9--I -f9— 1►�TS �Z;Ta eu1>IIII►NII� REYISI0�. I j � r P N O CJ O •( rn j F .e' i Q c- Z M `� c 0 Y 0 m a N mZ5 cid GRID 791 'U CID o U y s o Ln s Mri T � '77 GRID 71 19'-6" A.F.F. .�D6 Vis; I -------------- -- ---- - - ---- - - --- - - - 97 � - - -- -__ - -- -- -- LEGEND PRE-FAA TRUSS 0 FOR FIN SEE ARCH'L Q ® 2"0 STD PIPE SAB TRUSS 5I TS4x4xl/4 0 HLR" 9 91Z ,Si. 9,' ® BEAM SEE PLAN FOR SIZE 3"zl aGA METAL DECK SEE ARCH'L FOR FIN Q �1�1 BY OTHERS COLUMN SEE PLAN FOR SIZE W 2 I/2"x2 I/2"xl/8" CONT BENT PL ^ i Q CONCRETE SLAB SEE PLAN do SCHD'L 7� Q CONCRETE FOOIING SEE PLAN do SCHC'L 19 1/2" THK PL 0 CRIPPLE COLUMN SEE PLAN U 1 OO CAP & FLASHING SEE ARCH'L �/ J I C f BRIDGING SEE PLAN ® 2.4 O 16" O.C. C„ 13'-O" A.F.F. j Q ROOF K-JOIST SEE PLANQ U Gy 2x6 O 16" O.C. 00 2X JOIST SEE PLAN r _ 13'-0" A.F.F. 1 © 2x1 ® I s" O.C. DI CONCRETE BASE W/ © 2.10 O 16" O.C. - 8-#4x 3 2x12 O 16" O.C. N3 O 8" O.C. 2-#3 O TOP CEJ 2z6 BRACE O 48" O.C. W/4-16d EA END }y( Q CONCRETE CURB W/ I #4 CONT UNO ® ROOF SHEATHING SEE PLAN 9'--0" A.F.F. /`I 10'-0" A.F.F. I-N4 CONT UNO Q 3/8" PLYWD W/ 8d O 6:12 111 8" CML, WALL. (S.G. W & N5 O 32" O.C. �H)LINO OIs" O.C. (V) (3 ,/2" PLYWD w/ 1 od ® 6:12 CONCRETE SIDEWALK SEE ARCH'L FOR FIN ® 2-2x CONT PLATE !,r �3 3x NAILER P/T W/ 5/8"0 A.B. O 32" O.C. 2x CONT PLATE W/ 16d O 4" O.C. UNO Z O ® 2-�5 CONT (Tc�B) ® ` O I �9 -0 A.F.F. .' J� e� 2x CONT PLATE W/ 5/8"M A.B. O 24' O.C. w 1 \ N4x e,�?'- O 24" D.C. � I � 2x BLKG 2 ® 4x BLK,'G CL Q O 0< 2x CONT LEDGER W/ 3-16d O 16" O.C. O CC / I \ 0 3x PL W/ 3/8"0x5° LAG SCREW O 24" O.C. UNO 'T a- t 10 SCREW EA UNO ..�, LIN I SIMPSON "U" HANGER r^ ® 1 1/4"x4"xl 8GA MTL STUD O 16" O.C. ��H2.5 EA SIDE EA STUD V J (I< © 1 3/8x6"xI8GA MTL STUD O 16" O.C. �A35 I CI I 3/84"x1 8CA MTL STUD O 16" O.C. C ST22 O 48" O.C. I �\ 1 .) 8x6"x18GA BRACE O 48" O.C. W/ B.N. W/ BLKG 4 0 SCREWS EA END i MTL DECK SEE PLAN FOR SIZE k DIRECTION 91 B.N. W/ BLKG & A35 O 16" O.C. /10i < I6r,A TRACK ST9 EA SIDE 1-#10 SCREW EA SIDE EA STUD UNO 4-16d EA UNCI I /44) ' O 16GA TRACK W/ 5/8"0 A.B.'S O 32" O.C. C< 6.10 0' -O" F.F. J 0' -0" F.F. 16GA MTL BLKG 6x6 POST -- - - - - - --- - (@SIMPSON COLUMN CAP - 6x BLOCKING -I 11-7:111' 1 22• TG SECTIONS 5 • X21 � ;/20`�y' � • t � 21� /20 ST2 ST 5,' _ -- - � _ ST'2 ST2 S2 4 lil'I'95-00317_.__. 14(il'14 ,.,,..,rr•+•r+vw:._ -: •..—......_.�.,�.,..,..�....,_...._........M,......._ •...�.r..,_..�,,,,., ,:,_ . . ..,.,...._..._ . _.. .:_�,„"-�:.:...�",.:-.. ., NOTICE: IF THE PRINT OR TYPE ON ANY T�rl I�f I�I I�I I�I 1�I I�rel I I�� • 1 I 1 I I I �r�lll�llll� I�rII�IIr�Tlr4 f�rlrCr�i�rlrLIII� Il�rli�rlrll I�III�I l�rll I I�Il111 111jill 111111 I1III r�Ipjl�jl� 11111111I�TIIIt11111�11IMAGE IS NOT AS C'_EAR AS THIS NOTICE, _ -_ �L6 � i-_ 1 b�11� IT IS DUE TO THE QUALITY OF THE �- No 30 ORIGINAI_DOCUMENT S L 8L LS E L 6L fiLJ111I'llI1111,F11,111 L 8 '11111111,1, ifitZt JITII: t84lAIF�iI1I111 eu 111111111111181111111 118111111118111181118881u111111811111�11188 ie118i18 ulilu 1818 ilii 88ieliui �� I� �I�� I�u� �l ��1► 1��, ui1