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15532 SW PACIFIC HIGHWAY BLDG C t, I i I I �'� '�'^1�Yiiti' -�' �- ,.'1' �1•Ln�y.u rya. t-« t ' M a" • .'v OCT 2 5 1995 • h . -...1�. '�a':. Y:f"4, •.,�l�..A'♦�� , 7�1 ... r 7 , rN� '. I • , A, •, .. �s _-... ____.—_.-_ , , �f f•. .. 1. { .. ,. i _. , , • 5� , .r y' 'R' + i.-�t'!�4r yj�y , .,. •,mss.' ,,.'! .. .. y,,. ;,r �.ps - ---- --._.. •aS 4• t Orr' yi � .Y •.� � Y ' 4 Y 1 •i, try v..Y. A. 0' ':t �.bl A .� M.<k1:. 1"' �i .,P "... �_._-�_.•___ 'N�i '"^ ..,�' c i 6116•. r':r ��.x �1•• w.;,,;N, 4:,., ,uP i;. '''- I for re on QD • .ar 1 •' . rSli 1 ry p " 1 0 L� A COMMERCIAL PROJECT BY, Y �u 4,_S 1 1�r�y ay1. j M, 41" ;R Cn law 7 i L W f, I� 0 LW JOLLA - W U 0- 00 �. 20: 395I DAY COURT, SUITE 225 0 a- ff QLJOLLAjA NI 7Q < LD br1'Y OF 7T�ARD I►mmm Cant!►,fl*npn•nva�i;.,,.r„•....,,......•.................. [ I i�r nnly►hew r4. r,��rltxad In......•................... �` ��,,+�rte.!)/ __�� J_�.�' _• ,:lt;I:s':�n '9�SUM FOR cow. rRUc ottBuidlingPermit7 08 : � . .�. � NO. PLOT DATE: PLOT 6CALE: DRAWN BY: GM `EFT TITLE: T NO. L Pacific Hwy,15632 Bidg.p _ --_-----•-r..—,..._.., n, BLIP 96.0390 ;' - .. _..._•_ - - �...._..,...,........,...._... t If Ihis nolicc appear; cic;rrrr lh:rn the TIGARD PROMENADI P Sh Tg d 0 document, the document is of nrarkinal qua'•;t. 11}11111,111 ►plltl�+�l1t1 11 11#t!t#. 111 All 111 1111 l rit11�1�111f 1 1;1�111�r�111 111111�1�11111 111�1�1�1111� �,,�#�� 1 # ; # � �#1�1 30 XA, I �� 1tt1t nn{t+i ttt�li 1 nthnl tlnlnn ImhtnlmTh!TIIIIIIIiTminilll!I :mlllnlnllhnllllnlnmm�{�,nllnnlllmm�lnnpmhlu Itnl�Tll Ilnhm int „ t#T'�►rN , v ♦, ... ..: ,, .,�..- .. .:3 .:�, ,., ,va;..�.i .f."}Ct.,d .A rp.L� ��{,I�firYE�� r`.��..r�xda�. 7. Y1777 177i R. ` � ,��,„� Sfy .• hM♦;•. A�hG1gw.GM," + JiCi}. •:' ;1!•'• .{aa''. ;, C.r:+'` �' '•t[''"9d ES'� N 1.iG.1..- F:,"MLIILS� �111'•Np.�.JlOf}�tt.,7.. ,� .�tl>:r'k•R... I.r, ar,L.r e:.r, ov, .:.i±JuWeYML.+Yy7�y.!:ati.,".Mw�ti:., IiEVISIONS FIRE AND DISABLED ACCESS NOTESGENERAL. NOTES T _ F E E N C�c OCT z Tis r,r ift NO. 5HILET DE5CR,PTION F ISI- NOTES d)PROVIDE FIRE DEPARTMENT• AGE 5;; TO WITHIN 150 FEET 4, THE GLNTER OF Tiff GN.;P OF THE OPERATING HANDLE OF 1, ANY AVD ALL REV15!ON'5 FROM THE5E PLAN'S MU5T BE II. THE t'ANTRACTOR WILL PROVIDE Tiff OWNER NTH A LETTER 21.5PRINKLEIP R15_ ro R SHALL BE PROTEGTAGAINST - OF ANY PORTION OF A BUILDING. 56I1= "5 INTENDED TO BE USED BY THE OCCUPANT OF THE APPROVED B`' THE OWNERS PRIOR TO 5E6INNiN6 OF CERTIFICATION PREPARIED IMMEDIATELY AFTER FOOTINGS FREEZING TE401_RAlURE (ANFP 3-4-5.4.I.0 - rIR-r PROTECTION 5maP 9RAAA65 AND GALGULATION5 SHALL BE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE ONCE c;ON5TRUCTION HAB GOHMIENCED, ANY RC✓510145 IN rHE ARE PI_A.;ED, TO CONFIRM P-AT THE LOCATION OF FOOTIN65 ARGHITE(TURAL. PREPARED AND 5U8M171E0 TO THE TIGARD FIRE DEPARTMENT e,)pgovr9E•-FtRE-9E2ARP4E• OUTLETS, HEA7;N6 AND VENTILATING EQUIPMENT, SHALL NOT BE FIELD MU5T BE APPROVED BY THE OWNEK5 GOWLY AITH THE APPROVED 51TE DRAWINGS• TH15 511ALL BE TOR PERMIT (3 SETS OF EACH) BY THE bENERAI CONTRACTOR. AaF' kt --- LE55 THAN 3 FEET NOR MORE THAN 48 tNGHES ABOVE THE TRUGT� NACLS� -- _�.-_�.,� DONE BY THE 51TE CIVIL ENGINEER; AT THE GONTRAGTOR5 - - -E5E SHO DRAWIN6i AND CALCULATIONS SHALL BE CERTIFIED FINISHED FLOOR. •/' v /` EXPEN5E. ANY D15GREPANGIC-a FROM THE APPROVED BUILDING 28.GREASE TRAPS/OIL SEPARATORS REQUIRE SEPARATE GOVE�Z SHEET Aho 5EALEO BY AN EN&NEER LICEN5ED IN THE STATE OF f) PROVIDE FIRE DEPARTMENT 'ACCESS TO ALL ON-SITE FIRE 2. PLANS FOR H16H-PILED COMBUSTIBLE 5TORA6E MUS'BE 1-06ATiON WILL BE REMOVED AT THE CONTRAGTOR5 EXPEN5E. IN5PEGTi0N5-DURIN6IN,5TALLATiON AND BEFORE COVERING 1 751 TITLE SHEET OF OREGON. HYDRANTS. 5. hHERE DRINKING FOUNTAIN5 ARE PROVIDED, THEY 5HALL SUBMITTED FOR REVIEW IN ACCORDANCE � -� UF'• 2 - SA.I � - COMPLY WITH 015ABLED AGGE55 REQU;REMENT5. NTH UFC, ARTICLE 81, Q. GENERAL G�N7v,ACTOR 5HAL- NOTIFY OWNER OF SITE PLAN -- " PROVIDE FIP.E DEPAR'T'MENT ACGE55 TO WITHIN 50 FEET c ; 'JR ANTICIPATE~ POURING OF SL./Z ONE WEEK 1N ADVANCE. 29.ALL REQJE5TED 'N5PE(,TON5 SHALL BE GALLED IN ON THE 3 5A,2 51TE DE=TAILS _ - - g) 3. APPROVAL 51 STEM PLANS MUST i SAND I Eu 24-MOOR RE(OR7_R Nt MBER: 503-63q-4111 4 A! I ARCHITECTURAL ;=LOOR PLAN Or SPRINKLER AND STANDPIPE GONNFGTION.`�. 6. DRINKING FOUNTAINS SHALL 13E LIGATED COMPLETELY WITHIN APPROVAL PRIr�R TO FARBRICAT!pN AND IN5'A:.LATION. ALGOVE5 OR OTHERWISE P051TIONED 50 A5 NOT TO EN- 13. THE ENERGY CONSERVATION -TANDARP5 HAV•;: BEEN - - - --- > h) HAVE APEQUA"E 1,LWISG RADIUS TO ALLOW MANE VERINS CROAGH INTO PEDESTRIAN WAY5 THE ALCOVE IN WHICH THE `'��-____�_ REVVC0 AND THE DESIGN OI" THE BUIL0I45(5) COMPLIES 30.51PARE 5 A21- REFLECTED GEILIS6 PLAN OF FIRE APPARATUS ;NSDE RADV5 25 FEET,OUT51DE WATER F04INTAIN 15 LOCATED SHALL BE NOT LE55 THAN 32 4 ,AI_._ DIMENSIONS ARE FROM q OF STUD, GRID LINE OR FACE WITH THE STANDARDS b A31 ROOF' PLAN - 2. ALL GON5TRuGT10N IN THE 5,ALE5 AND RECEIViN6 AREA SHALL RADIUS 45 FEET. INCHES IN WIDTH AND 18 INCHES IN DEPTH. DT GONC.IGMJ PANEL,U.0 N A4.1 EXTERIOR ELEVA`ICNS ' BE FULLY 5PRINKLFRW IN A(GORDANGE WITH N>F.P.A. 23!-G, 14. THE 1:300K OF 5PE61FICATION5 ARE A PART OF TH15 3i. GHANGE5 TO APPROVED PLANS SHALL FIRST BE APPRJVED - - X 8 A5.1 AAL.L 5ECTION5 1LA55 4 HAZARD. ALL CON5TRJGTION IN THE OFFICE 5PACE5 �; BE GRGULATIN6 OR HAVE AN APPROVED TURNAROUND 1. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 16 INCHES IN 5. CONTRACTOR SHALL VERIFY AIL DIMEN510N5 AND GOND- CONTRACT. BY THE BUILDING OFFICIAL. COPIES OF SUCH AP♦'ROVALS - 5HALL BE FULLY SIR!NKLERED IN ACCORDANCE WITH N.F.PA. 13. FROVi5i0N IF OVER 150 FEET LONG DEPTH AND THERE SHALL BE CLEAR AND UNOB5TRIKTED KNEE IT`145 PRIOR TO ANY hORK AND SHALL NOTIFY THE ARCH! 5HALL BE ON THE .AB 51TE PRirOR TO COMMENCEMENT OF q Ab I - DETAILS (SPRINKLER DE516N BASED ON 39/2000 SF. XN5ITY SPACE UNDER THE DRINKING FOUNTAIN NOT LE55 THAN 21 TELT OF ANY D15GREPANGY. GONTRAGTOR :,iI;.LL uE 15. NO ADDITIONAL ROOF OPENING5 OR ROOF MOUNTED WORK, GHAr;GES 'NGLIVE, BUT NOT NECE55ARILY LIMITED TO. L'NLE55 NOTED OTHERA 5E.) � HAVE 6RADI j OF NO MORE TnAN 1556 INCHES IN HEIGHT AND 8 iNGHE5 IN DEPTH, THE DEPTH TE;T OF NY FOR ALL REPAIRS REQUIRED DUE TO H!5 EQUIPMENT ARE ALLOWED BEYOND THAT ft<H 15 SHOWN ON PROPANE TANKS, ADDITIONAL OPENIN65 IN WALL5, EXTERIOR MEASUREMENT BEIN6 TAKEN FROM THE FRONT EDGE OF THE FAILURE TO DO 50. THE5E PLA.N5 WITHOUT WRITTEN GON5ENT OF THE ARCHITECT, BUILDING MATERIALS, FENCE Lc3GATION5, RETAINING AALL5, --- 3. THE MAXIMUM FLAME SPREAD GL.AS51F!GATiON (PER TABLE m�}3E PAVED WITH ASPHALT 0R APPROVED EQUIVALENT. FOUNTAIN. ADDITIONALLY, THERE SHALL Bt TOE GLEP RANGE ROGKERIE5, LANDSCAPING, PARKING LOTS, LOADING DOCKS, - - 5TRUCTJRAL 42-A) OF FINISH MATER,AL USED ON INZ-RiOR WAL-L5 AND or g INCHES IN HEIGHT ABOVE THE FLOOR, AND 11 IN(HE5 IN b GONTRA(TOR 5F'ALL BE RE5PON515LE FOR OBTAINING, Ib, CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION A5 ETC. A MINIMUM OF 1r O TO FIVE WORKING DAYS 5HAI BE ~-- -- GE1L'N65 SHALL NOT EXCEED THAT SET FORTH !N TABLE n) BE GAPAEiLE OF ylUPt'PRT,NG THE IMPOSED LOADS OF F RE DEPTH FROM THE FRONT EDGE OF t1[ FOUNTAIN. A 510E COORDINATING , AND 5GHEOULING OF ALL IN5PE6TION5 AND NECE55ARY PER CITY AND LOCAL CODE REQUIREMENT5 EXPECTED PROM APPLICATION TO 155UANGE OF APPROVAL 10 5T-1 TYPICAL DETAIL-5 ` 42-8 OF THE UBC. APPARATUS APPROACH DRINKING FOUNTAIN 15 NOT ACCEPTABLE. TE5T5 INDICATED ON THE PLANS AND 5PEGIFI(ATION5 OF CHANGES. - ' RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED 11. ALL MATERIALS AND WORK SHALL CONFORM 7OALL LAT15T !I 5T-2 DETAILS 4. ALL EXITS SHALL BE ILLUMINATED AND INSTALLED PER p)BF MARKED WITH YNORD5 "FIRE LANE - NO PARKING". 8. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH 15 F3Y ,ANY GOVERNMENT. GOVERNING BUILDING CODES AND RE6ULATION5. 32.THE FINAL 516NED kEPORT FROM THE TE5TIN6 LAB SHALL BE 2 51 FOUNDATION PLAN - 5EGTION5 9313 (A) AND 3314 OF THE UBC. (MIN. I FOOT FORDS TO BE PAINTED ON PAVEMENT AS DIRECTED BY EA51LY OPERATED BY A 015ABLED PER50 54H A5 A HAND- RECEIVED BY THE BUILDING OFFICIAL PRIOR TO FINAL --"-- - 52 ROOF FRAMING PLAN COLOR. CANDLE) EXIT SIGNS MERE INDICATED SHALL BE WORDED FIRE MARSHAL.:LETTERS TO BE A MINIMUM OF 12 INCHES OPERATED LEVER TYPE CONTROL LOCATED WITHIN b INCHES 1 CONTRACTOR 5HALL VERIFY THE 51ZE ANL) LOGAT'ON OF ALL 18, CONTRACTOR SHALL PROVIDE ACCE55 PANELS A5 REOUIRE✓ IN5PEGTION VOR OCG;JPANGY. r R _ A -- -- --- "EXIT" IN 5!X (b ) INCH H16H ILLUMINATED LETTER5 AND 541ALL H16H AND YEL,_OW iN COLOR. OF THE FRONT OF ?tom DRINKING FOUNTAIN, THE BUBBLER UTILITY LINOS AND 5Tu85 TO THE BUILDIN6(5) A5 M,�Y BE BY PLUMBING, AIR CONDITIONING, AND OTHER TRADES, AND 4 53 5EC,'O 15 CONFORM TO 6OVERN1N6 BUILDING CODE5 AND RE6ULA''ION5. OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE INDICATED ON THE PLANS. AS REQUIRED BY CODE5, 33.ALL CONSTRUCTION SHALL CONFORM TO THE A41 UNIFORM 1 --� :., q)tKNI APPROVED BY FIRE MARSHAL, SIGNS MAY BE.USED IN FRONT OF THE DRINv N6 FOUNTAIN AND SHALL BE WITHIN 36 CODE. --' - --- 5. EX, SIGNS SHALL BE POWERED BY SEPARATE CIRCUITS. LIEU OF (OR IN ADD!'+i0N ?O) PAIN IN6 THE PAVEMENT. INGh-5 OF THE FLOOR. THE WATER STREAM FROM THE T F 10 5HOl1LD DIMENSIONAL D;5CREPANCIE5 BE r'15(,OVERED !N �-' L - _ - � z r. 8. CONTRACTOR .,HALL BE REQUIRED TO BRING, ALL UTILITY ONE OF WHICH SHALL BE SEPARATE FROM ALL OTHER 516N5• WHEN APPROVED, SHALL MEET THE FOL.LOWIN6 BUBBLER SHALL BE 5UB5T,ANT;ALLY PARALLEL TO THE FRONT I -5 MATER , A N TR! N THE DRAOrIN6S, GONTRAGTOR SHALL riLPOk SASE TO 34 GONTRAGTOR TO PROVIDE AND P05T "NO SMOKING-" SIGN5 _J cnti G;RCUIT5 IN THE BUILDIN6 AND INDEPENDENTLY CONTROLLED. R OUIREMCNT5: E06E OF THE DRINKING FOUNTAIN. LNC ( TE SCWER(R , 6 I , AND ELECTRIC ). INTO -- �,'„.., - THE BUILDING FROM TERMINATION POINTS AS INDiGATC::) ON ARGHiTEGT. DO NOT SCALE DRAWINGS. ACCORDANCE WITH THE OREGON GLEAN INDOOR AIR OGT. �� REFER TO ELECTRICAL PLANS. 1) SIZE 16" H16H x 12" W'DE XNJ THE PLANS READY FOR SERVICE. ' 4. FLUSH CONTROL HANDLE ON WATER CL05ET TO HAVE 20.516N CONTRACTOR TO OBTAIN 5EPARATE APPROVr,.5 AND ;:5.51FRINKLER 5Y5TEM SHALL BE MONITORED FOR WATER FLOW 6. ROOF COVERING SHALL BE MIN, GLASy °B"PER SIC( 2)MOJNTIN6: BOTTOM OF SIGN 48" TO hG' ABOVE GRADE. MAXIMUM OPERATING FORGE OF 5 LB/5f". r IT5_i ROM 6OVERN!NIS AGE Si(,N5. AND TAMPER CONDITIONS BY A U.L. LISTED CENTRAL STATION. q. THE 501L REPORT E5TABL15HE5 THE REECOMMCNDAT10% FOR ,n 1104 AND 3204 OF THE LM. 3)STYLE: INDUSTRY 5TANDARD (VULCAN R1-6-q, RA NBOW EARTHWORK CON5TRUCTION AND SAID REGOMyf_-NDATION5 �y-�- TAMPER 5WITGHE5 5HALL BE INSTALLED ON ALL VALVES • 01-521, EMED TG 10816, OR EQUIVALENT) 10, LAVATORY CONTROL TO BE OPERABLE ATH ONE HAND aRE A PART OF THE GONSTRUGTIONN GONT'7AGT• r ARCH!- 21. THE SPRINKLER SYSTEM R15ER WHERE IT PA55E5 THROUGH CAPABLE OF 5HUTTIN6 OFF ANY PORTION OF THE SYSTEM. 1 CONTRACTOR SHALL PROVIDE AND INSTALL A BUILDING 4)COLOR: RED LETTERING ON WHITE BACKGROUND. MAXIMUM OPERATING FORGE OF 5 L8/5F. TELT A55UME5 NO RESPONSIBILITY FOR FINDIN65 AND I✓ON A CONCRETE SLAB FLOOR SHALL BE PROVIDED WITH A THE CENTRAL STATION SHALL BE ONE APPROVED BY THE - --- --- F� ADDRESS. ADDRESS SHhLL BE VISIBLE AND RCA%ABLE g)SPACING: 50 FEET BETWEEN SIGNS OR A5 D'REG11:D BY GLU5i0N5 IN THE 5O L REFORT AND INCLUDES IT IN 5PEGIFI- CLEARANCE OF 2" AROUND THE PIPING UNFPA 13, SEG. 3-10.3.4) CITY OF LYNNWODD. ORDINANCE I401. FROM THE 5TREET FROM WHICH IT 15 ADDRESSED, AND II. HOT WATER SUPPLY AND DRAIN PIPING TO BE INSULATED OR CATIONS FOR REFERENCE ONLY CONTRACTOR SHALL NOTIFY �-� k> FIRE MARSHAL �R , AND OWNER OF ANY D15CREPANGY 22.000RDINATE LOCA 1 ------ - - - ,�: SHA;.L BE APPROVED 5 THE t�IER, ��• THE ARCHITECT, EN6INEL, 7 Oh', ELEVATION AND FINISH OF ALL 30.THE ARCHITECT SHALL SUBMIT THE NAME AND ADDRESS OF I BUILDING AND RE p RTMEN?5 - T CONCRETE CU'Rr35 AND VA+LK5 WITH ON SITE WORK. CONFIRM THE SPECIAL IN5PEGTION TE5TIN6 LAB WHO WILL CONDUCT -- -- F) HAVE PERIMETER 5TRiPIN6 WHEREVER REQUIRED BY FIRE T BE•FWEEN THIS REPORTAND THE PLANS PRIOR 0 BC61NNIN6 MiTH ARCHITEG•i ALL SLOPES ANO NEW CURB HE!6HT5 BEFORE THE REQUIRED SPECIAL IN5PEGTION5 A5 DEFINE1 UNDER ''✓�/ �� 12. TOILE 1 AND FLUSH CONTROLS SHALL BE OPERABLE WITH I 8 ALL LEGA: EXITS INDICA' E7 ON THE PLANS SHALL rsE MARSHAL TO DELINEATE THE BOUNE ARIES OF THE FIRE 0 HAND AND SHALL NOT REQUIRE TIGHT WORK. THE MORE STRINGENT REQU 12EMENT SHALL APPLY. -- - - ! j LANE. STRIPING TO BE A MINIMUM Of: 4 INCHES WIDE AND 6RA5P N6, INSTALLATION. SECTION 30b (G) OF THE UBC . IF DURING THE COURSE OF ---i - A • OPERABLE f ROM THE INSIDE WITHOUT THE USE +� A KEY _ PINCHING OR TWI5T OF THE WRIST. CONTROLS FOR THE FLUSH ' 10• ANY ASPHALTIC CONCRETE REMIRIN6 PATCHING AD.I.AGENT GONN5TRZTION THE TE5TIN6 LAB 15 (HANGED FOR ANY ".; OR ANY 5PEGIAL. KNOALEDGE OR EFFORT AND 5HALL BE YELLOW IN COLOR. VALVES SHALL BE MOUNTED ON THE WIDE 510E OF THE TOILET 23.THE JOB 5UPERINTEVENT SHALL MAINTAIN AT THE JOB SHACK REASON, THE ARCHITECT SHALL NOTIFY THE 15UILDING " TO BUILDINGS SMALL 3E DONE AGGORDIN6 TO THE " - -- - hl LABELED "THIS DOOR Tp REMAIN UNLOCKED DURING BUSINESS AREAS,NQ MORE THAN 44 !HONES A80VE THE FLOOR. , A LIST OF THE CERT FIED VELDER5 PERFORMING ►NORK ON THE OFFICIAL. _ PAVIN6 5PECIFICATION5 AND THE 5015 REPORT AND HOURS" IN BLOCK LETTERS A MINIMUM OF I' HIGH. THE MAIN 5HALL BE OF THE SAME SECTION AND DRAINAGE SGHEHE A5 JOB SITE. INCLUDED ON THE L15T WILL BE NAME5, DATE OF - �, !�" ,�- EXIT IN GROUP "B' OCCUPANCY 15 THE ONLY EXIT PERMITTED 015ABLED ACCESS NOTT`5--_- _ --__- 13. LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE ADJACENT PAVED /.RTAS. TH1r BUILDING GONTRAGTOR SHALL EXPIRATION OF GER?T'IGATION5 AND THE TYPE OF WELD!% THE m O o.' TO 9E SIGNED iN AGGORDANGE WITH 0556, SEG. 3304(() OF 10 INCHES FROM A WALL TO THE CENTER LINE OF THE a INDIVIDUAL 15 QUALIFIED TO PERFORM. - U) kn ' I SITE DEVELOPMENT 5HALL BE DESIGNED TO PROVIDE ACCESS RESPONSIBLE FOR TH,. A.G. OR CONCRETE PAYING AD- ,, EXCEPTION N FIXTURE, AGGE551BLE LAVATORIES SHALL BE MOUNTED WITH .;AGENT TO THE BUILDiN6. IF THE EY.15T -- -- `c �� TO ALL ENTRANCES AND GROUND FLOOR EXITS, AND ACCESS THE RIM OR GOU'NTLR SURFACE NO HIGHER THAN 32 INCHES r c PORT 24.T14E JOB 5UPERINTEN17ENT SHALL MAINTAIN AT THE JOB STACK g. FIRE ExTIN6Ul5++ER5 SHALL OVID!D A5 FOLLOiVS : ONE NORMAL PATHS OF 'RAVEL, AND WHERE NECESSARY TO PAVIN6 FALLS SHORT OF THE BUILDIN6 LINE,OR I• A OR:ION __ _ -_____ A ABOVE THE FINISH FLOCK. OR SECTION OF THE EXISTING PAVIN6 NEEDS TO BE REMOVE) A L15T OF THE SPECIAL INSPECTORS GONDUGTIN6 IN5PEGTIONS p f 2A: OBC, PER 3000 SQ. FT. OF BUILDING sPAGE AND TRAVEL PROVIDE ACCE55,SHALL NCOR CRATE PEDESTRIAN RAMPS, FOR �NSTRUGTiON AJRP05E,THE BUILDIN6 CONTRACTOR ON THE PROJECT. THE L15T SHALL INDICATE THE NAME OF THE DISTANCE NOT TO EXCEED 15 FT. GJRB RAMPS,ETC. 14. WATER CL05ET COMPARTMENT DOORS SHALL BE SELF- SHALL,AT THE APPROPRIATE TIME,REPLACE THE A.G. PAVIN6 INSKCTOR,DATES AND TIMES PRESENT ON THE JOB 51TE AND _ - IO. Ff! LANES MUST: 2. AT KITCHEN SINKS,FAUCET CONTROLS AND OPERATING GL051N6. TO THE BUILDIN6 LINE, THICKNESS OF THE A G. PAVING BASE TYPES OF INSPECTION5 BEING COVILT'ED. - a MECHANISMS 5,4ALL BE OPERABLE WITH ONE NAND AND SHALL MATERIAL, AND ALL OTHER A5PEGT5 SHALL MATCH EXISTING. � !E 15. PER SECTION 3304 ( i , I ) 2. 8, THE LEVEL AREA AT FLOORS OTHER ASSOCIATED PERMANENT IMPROVEMENTS 5UGH AS 25.NO BUILDING OR PORTION OF A BUILDIN, SHALL BE OCCUPIED - - -- - �BE A MINIMUM OF 20 FEET AIDE. NOT REQUIRE TIGHT 6RA5PING,PINCHING OR TA15T OF THE OR LANDINGS SHALL HAVE A LENGTH AT LEAST 60" IN THE OR USED FOR STORA6E PRIOR TO THE: ISSUANCE OF THE NOTE: FIRE LANES SHALL BE A MINIMUM OF 26 FEET WIDE W'R15T. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL DIRECTION OF DOOR SWING AND ATL CONCRETE CURBS, AS,E 1 TOPS, PLANTING AND IRRIGATION IF � IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 48 FELT BE NO GREATER THAN 5 POUNDS. LEVEL-OPEFi'STED PUSH- EAST 40 IN THE D(RCG- D15TUR8ED OR DAMAGE Di,R'NG THE GONS'RUGTIDN PROCESS CERTIFICATE OF OGGUPANGY. NO EXCEf'TION51 APPROVAL FOR _ __ � •'', TION OPPOSITE THE DOOR SWING . AL50 PER SECTION 3105 5HALL LI4:EW15E BE REPLACED AND RESTORED INGLUOIN6 OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBLIC IN HE16HT ABOVE GRADE. 54H FIRE LANES SHALL BE TYPE AND ELECTRONICALLY CONTROLLED MECHANISM$ ARE (b) I , C , PA55AGEWAY5 LEADING TO SANITARY FACILITIES PAVEMENT 5TRIP:N6 WORKS, PLANNINN6,FIRE MARSHALL AND BUILDING OFFICIAL. - - LOCATED A MINIMUM OF 13 FEET AND A MAXIMLM OF 25 EXAMPLES OF ACCEPTABLE DE516NN5. SELF-GLO5% VALVES MALL HAVE CLEAR ACCESS WIDTHS A5 SPECIFIED IN FEET FROM THE SUIL.DINS. ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST CHAPTER 33 . ALL DOORWAY5 SHALL HAVE A LEVEL AND 26.5EPARA7E PERMITS ARE REQUIRED FOR PLUMBING, v1 CHANICAL, o) '--AVE A MINIMUM OF 13'-6"VERTICAL CLEARANCE. !'0 SECONDS. CLEAR AREA FOR A MINIMUM DEPTH OF 44" WH FRE THE DOOR ELEGTRIGAL, 56N5, CARPORTS,FEN(25,POOLS,UNDERGROUND -- -- #'` 3 THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS SANNG5 AWAY FROM THE LEVEL AND CLEAR AREA . OR ABOVE GROUND 5TORA&E TANKS,AND DF.MOLIT ON5. -- - C) PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 50 FEET OF 74N 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. SEWER GAPPING PERMIT REWIRED PRIOR TO DEMDUTION _ T"+E FRONT OF A BU',.D!N6. PERMIT. - - PROJECT SUMMARY z1\ DIRECTORY � OCCUPANT;OA✓ AND EXT n;DTlJ5: USE: AREA LOAD FACTOR_ J(,.(k DINNER QUI-121N�DEP,� ^FENT CONTRACTOR LANDSCAPE A hl SGT BUIL✓'146 CODE: UBC' (',qq4) EDITION SHOP -GI 3,100 S.F, ''0 iO3 C� UPC (Igg4) EDITION - STERLING DEVELOPMENT CITY OF Ti6ARD - WIH PACIFIC SHOP -C'2 1,600 S.F. 30 53 I 1„r D. DEACON ` !�C (!0154) EDITION 3252 HOLIDAY COURT, SUITE 225 3�� 5W HALL E�OIJLEVARD 6443 SW BEAVERT�N-. LLSDALE HWY 8405 5W NIMBUS AVE. NEC (A40) EDITION SHOP -G3 1,600 S.F. 30 53 LA JOLLA, GA 02036 TIGARD, OR 91223 51JITF; 432 BEAVERTON,OR 011008-1120 COD SHOP -C'4 !b00 5,F. 30 53 ATTN:•JEFF RASA< ATTN ROT: BUXTON PORTLAND, OR g1225 TTN: MICHAEL503) 6-0455 SMITH D. OGGUPANGY GROUP= B_2 SHOP -C'5 1�2g5 5.F. 30 43 TEL: (614) 5»b-8,641 TEL: (509) 635-4111 a CONSTRUCTION TYPE: T`!PE VNON-RATED, FULLY SPRINKLERED SHOP -Gb 1,500 SF. .J 50 FAX: (blq) 546-8807 FAX- l5CDI` 684-1251 ATTN: JOHN KUHLE FAX: (505) 526-0115 TEL: (503) 2011-0151 SHOP -C'1 2,025 5 F. 30 61 FAX: (503) 2q1-8gg1 ;- A_ 'AA3LE ARTA: 8Ox 5P. T �^ r- S---. r F D7.AL. 2120 5 �.2 E:AS� • OR 3 ✓_ �"c._ 800.. 'A�,.�/rA$:.E Ni..R=AS,a A. I i�•C� �T?.UGT�•EN�I.�R y z.__.;�� T S ;LARDS EXCEED bG MJ51L PERKOA.TZ RUTH ANF ENGINEFE5 W I H PACIFIC c 60 - 20 =a0' x 2.55 - C'0` NJMB R OF EX`S RiQ� R::D: 3 -� NUMBER OF EXITS PROVIDED: Ie 8150 5A PIONEER GT„ SUITE T g5OO TEL5TAR AVE,907E 101 8405 5W NIMBUS AVE a AIL50NVILLE,OR. 111010 I=L MONTE, GA. 011131 BEAVERT ON, OR g1008 INCREASE FOR FIRE 5P'-v\�L`:RS: 3 x '6000 = 46,000 TOTAL EXIT WIDTH REQUIRED: 422 x 0.2 --84.46" : 1.03 L.F, ATTN: SAKE REINDER5MA ATTN, NORMAN NON ATTN: BILL KOPP TOTAL ALLOWABLE AREA: 4,800 503) 6215-041�-5 TOTAL EXIT WIDTH PROVIDED: 30q" -- 25.15 L.F. TEL: (503) 685FAX: ('818) 448-8!Og2 AX:62 TEL: (503) 526-01-75 AX= (503) 65'l-D545 ACTUAL AREA OF BUILD:N6: 12,120: (GROSS) 15 ® 3'-O" (2.1`') = 41.25 L.F. l L! I n `� O LLJ ui cc ----- - - - - n-- 0 O ABBREVIATIONS SYMBOLS VICINITY MAP s LL o 6J C) Q CC D AMETEK GN.B G01':GEA;_ED I"05E Dies ELEG ELECTRICAL 6R 6RADE MIN, MINIMUM RDPO. REDWOOD TEL, TELEPHONE OFFICE Q -- Q1 50IIARE FOO'/FEET G.I GAS- ROH EL ELEVATION a 6YP 6YP5JM MIS(, Mi5CtL,.AN_OJ5 REF, REF VENCE T16 TONSU[' AND GRCiOVE IOU • ROOM NAME I NUMBER ! Am G/J GE,.N�.,C,5r E?. ELEGTRIGAL•ANEL M.O., MASONRY JFENIruC, REFR REFK16£RATCR TK. T+IIGK C� `\ _ • AT GJ. GON'ROL,301NT EQ. EQUAL N.B. 405E B'88 MTD. MOUNTED REINF. RE1NF04GED T.J. TQV J015T \� G LEN ERL'NE GL6. GE'LIN6 COVID, MIPMENT HL. HOLLOW GORE MTT MAIN TELEFMONE REOV, REQUIRED TP, TOP OF FARAPET �- rO',*;�OR%uB£R GLR, CLEAR E.W. EACH WAY HDR, H:ADER TERMINAL RE�JIL. RE91LIEWT T 5 TOP OF SHEA',ONS 4 (I ExIS'VS G.MU. CONCRETE MASONR?UNIT E.S.A. EXPOSED STRUCTURE ABOVE HDA. HARDAARE MCL. MULLION RM. ROOM TYf. TOP Or WALL •I • EXTERIOR ELEVATION / -•-- AB. AV mOR 5OLT C'!0 CLEANOUT EXIS. VOSTIN6 HT. HEIGHT t�,H.B. RFGES5ED HOSE Sim 11T. TYPICAL ABV. ABC'✓E G O CC 01"ONLY EX' EXTL•RIOR w v #401-LOA VE-AL. 4 NOR"u R O R0j5H CQEN'NG A/G A R GOND-CN'N6 COL uN -OR'l WA 10N A- N I.C. NO'. N 10N'1AGT ROW R 5H'OF WAY UB 6. U%IPCRv BUILDIN6 CODE -- A G ASP-A,.T,G GCNCRETE GONG, CONCRETE FDN FOMATION M.0 m 6H POINT NO. NUMBER R.5 RESAAN UO.N. UNLE55 OTHERWISE NOTED O • DOOR KNBL-R AD. AREA DRAIN CONN GON"rEGTt04 F.D. FLOOR DRAIN HTC' I$A"NG NOM NOMINAL A.Oh AGOJS',CAL GONSTR. G0N5'RUGTION F.F. FINISH FLOOR Wvc HARDWOOD NT.S. NOT TO SCALE 5 SOUTH VERT. 'JCRTiGAL AEF ABOVE FINISH FLOOR fONT GONT'WOu9 FIN FINISH HNA( HEATING,VENTILATION 1 SAT, SUSPENDED ACOATICAL V.Y.R. VENT THWX-sH ROOF AL:M A""v 14'1/"! GONTR. GON'RACTOR FIXT, FIXTURE AIR CONDITIONING O.A. OVERALL TILE • KEY NOTE �� ,�• / ISSUED FOfi COtv51RUCT10N: A°F'ROX A°PROX MA'E G'SK GOUNTER�R'9C FLK. FLOOR I.D. INSIDE DIAMETER OG ON G[NTrR A PES' ARG" AR,H TEG"RAL C Y GUB'G YARD FL eLOW L NE I E OVERT ELEVATION CID Or S-DE n,AVE-Lq SC, SOLID GORE A/ AITH FLUOR. FLUORE5G[NT IN INCH Oro. OV£RFLCA DRAM %OHED. 5GHED11! AG. NATER CLOSET 4 JOB NO. BD BOARD pg� DaBLE F.H FIRE HYDRANT IWAL. INSULATION OP6 OPENING 5ELT SECTION AD. A00D A0•I • DETAIL NUMBER I SHEET NUMBER / lTE / `�C/ 113-E51-22 --Y- B=-D6 BU LD'N6 0%. DEPARTMENT F O.M. FACE OF MA5oNRY INT. INTERIOR OI'P. OPPOSITE SHHT SIEET WH. WATER HEATER � / ~ PLOT DATE: SLK BLOCK PET DETAIL F.O.S. FACE Or 5TUD SHT6. RkfATHINE No WITIO"T / � 6-0, N.OGKIN6 - D/F DOISLAS FIR F/5 FINISH WAGE JT. JOINT FART'N FARTiTiON GIM, SIMILAR ALP J. WCAKENI-.D PLAN J01NT /�/ By, BEAM of OR"KING F01�(TAIN F 5 FLOOR SINK P L PROPERTY LINE SPEC'. SPEGIFIGATION AR RATER RE515T.ANT w 3 -r I "� y P1 OT SCAL 1 BN. BO ATR. NAILING v FT F�N6 LAM G� TED �� PLASTER 511. SOUARE "F. ►�r.;Zo WIRE rABRIG - -- • BLDG./WALL St.,T ON NUMBER / SHEET ?vUt�3GR `' ' DIA TER 507BO-70v. DIA. A4.1 DM. DIMENSION HT6. FOOTING LAV. LAVATORY PL86. PLUMB!N6 SSK, SERVILE 511•K � - - ...-__.___� `. _ ON DOA JRR URRI L L LYWOOD S5. STAINLE5r-57EEL DRAWN BY: r �A .R POOR HUT. FUTURE 91.0 C, POINT OF GONNEGTION STD 5'ANDAPD G,�/�f ` (�'�`� _ _ "B- .J/ i U_I I 5 I -� SHEET TITLE: D5 DGM35°OU' MAX MAX'MW PR PAIR 5'1.. 5'2: 2 IN"rR OR EEE''✓A"ICN CABLF'ELEV5IOV DscAn'N6 6A. 6AUGE YB. MACH NE BOLT pT PRES5.'RE-R`=ATW 51 CR STORA6E A6.I. • IARROWS INDICATES -ELEVATION SHGWN� C'9• CA-C-?AS.N 6AI.Y. GALVANIZED MEGNI 1CCHANIGAL STRUGT, 5TQx11 RAL (SHAPEDF r_ SHEET CEM. CEyEN' E EAS' 6.C'. 6ENVZA.GCN'RAGTOR MET METAL Q.T, QUARRY TILE SCV. SHUT Orf-VALVE SHEET 'R CERA"C EA EAU+ 61, 6ALVANIZEG RON MFR NANIFAG*R'R 5YM SY`�NIETRICAL SHEET NO. EL EWAA-:',/F 60OLM SLS. GLU-LAN BEAM NHa. MAN JLE R. RADIL$ E J EXcASS,04 JO'Nt a 61., 6LA% RD R!�DRA:N TO TCP Or&.AN • WALL Y°E 600 6ROAD T G 'OP OF URB _f� • GRID LINE TS Pacific HWv 1•;5,32 Bldg.C "; • ,_Nr TAG, BUP 95-01"r 2o=15 i t If' Ihi� police appears clearer 111aa the docunual, the docu=:1en1 i9 of margi gal qua';; . II,,I ILII. 1111a1M1ai t I� i. I, I I I I i i I I�IIIII i r�IIIiI�I1rp iltJill�ljlll ;111111 1Jili iIIIIII�ilili �Li _ 1. � I ��+1��',.#� I' I L I I I , nlllll Nndru�frtrltu I fi foil rnlllurinlNhnl nnluulnlllun►nn�ull�Inlllm Ilnlnnllndlnllnnhlll�uullnlmnllnunuhlminfhnT fill T,T±Illlm Iminri t�mT th .,.b•*oYr :;Kwax*+;a!req,,^RC7''T6iM��'!�g'91f,�(,g}^�y� � ..ry,. - ,`F^�tnnfxrw,•,+ F k ,h Rm 2 1 GONTRACTC�R� SHALL VERIFY ALL DIMEN510N'� tLEVATIONS �' �' AND CONDITIONS PRIOR TO ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DIJ)uREPANCY, CONTRCCTOR 5t1ALL BE REy4 -- ` RE5PONSIBi E I.OR ALL CORRECTIONS AND 2EPAI�S REQUIRED DUE TO HIS FAILURE TO CONTACT THE TmL ARGHITEGT. - � s GONTkACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND REVb PAYING FOR 'EHE COST OF ALL INSPECTIONS. TESTS AND PERMITS AS NEGE55ART TC; COMPLETE M15 WORK AND AS INDICATED ON THE PLANS AND 5PEGIFICATION5 AND AS REV"i RECOMMENDED BY THE 50IL5 REPORT AND/OR REQUIRED BY - - - - �\ ANY GOVERNMENT AGENCY. I 05b =� ��, .3 CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION TO PERSONS \ �. �'�� A AND PROPERTY DURING CONSTRUCTION AS NECESSARY PER 12 �` \� 4 CITY AND LOCAL GODS REQUIREMENTS. 4 ALL MATERIALS AND SITE WORK TO CONFORM TO LATEST MCI GOVERNING BUILDING GODE5. ORDINANCES AND REGULATIONS. 5. THE PROJECT MANUAL SHALL BE A PART OF TM15 ZI sT�-' ?O T O� / / .,�.�\ ``� \\�. `�\. / +`` •. CONTRACT. 6. ALL GRADING WORK SHALL CONFORM TO GOVERNING RFGULATIONS AND ORDINANCES. `�� THE SOILS REPORT FOR TYIIS PROJECT SHALL BE A PART OF L7 I 6 - ♦ `� +/ j THESE DOCUMENTS, CONTRACTOR SHALL NOTIFY THE f O ` ARGHITEGT/ENGINEER OF ANY DISCREPANCY BETWEEN THIS n � b v 1 �' ` C REPORT AND THE SOILS REPORT. PRIOR TO BEGINNING WORK BUILDING PADS TO BE CONSTRUCTED PER SOILS ENGWEERS SPECIFICATIONS . WITHIN 0.10 FOOT OF THE SHOWN ON THE DRAWINGS. _ 21 20 i i I REFER TO Gf vIL \ ��.\ _ , J' S ELEVATIONS � -- - L,4ND5GAPE FLANS �\``� 0 0 THE SITE CONTRACTOR SHALL PROVIDE THE OWNER WITH U V �3 v I / • ` ��•�._ �` / LETTERS OF GERTIFIGATION FOR COMPACTION Of ALL PADS �` f R9 9 AND PAD r-LEVATIONS W TRIS CONTRACT. • j 2 e0a ( I J J J I _AA �t� 1O PROVIDE GRADED PADF. PER CIVIL DRAWINGS TO 5'-0' r �l aft _ , / ^� BEYOND BUILDING FOOTPRINT AND CANOPY COLUMN LINES AS s. 1 56 b CJ b IJJfI SHOWN ON THE DRAWINGS. 20 _TOP , vw 11. ALL EXCAVATION BACKFIL:ING. GRADING, EARTHWORK AND -021 SOILS PREPARATION WORK SHALL BE PERFORMED UNDER THE - -_J ST f I OBSERVATION OF THE '0UILS ENGINEER AND IN ACCORDANCE WITH THE `+OILS REPORT. I I O T 21 (—_ 6 -- — - - 0 0 `y I � � � I -- - 10 22'.!0 - _ ow I �- 12.. IN NO CASE SHALL ANY SURFACE SOILS. FILL MATERIALS OR r Zvi 50 _ BACKFILL. BE WATER SETTLED WITHOUT WRITTEN L=j G G G AUTHORIZATION OF THE SOILSENGINEER. �:. 13, UTILITY TRENCHES REQUIRING EASEMENTS SHALL NOT BE w TT BAGKfILLED UNTIL. SURVEYED.12 _ � TYp. `'. ,® i 4 0 - 0 0 0 _ _ •{ REFER ro CIVIL / 14. CONTRACTOR SHALL VERIFY, IN FIELD, ALL ELEVATIONS. - 00 -- 0 00 00 LAN05GAFE PLANS I FLOW LINES, EXISTING CONDITIONS. AND POINTS OF 50 - - -- 50 00 I CONNECTION WITH ADJOINING PROPERTY. ANY LIMIT OF V�ORK / 015GREPANCIE5 SHALL BE CALLED TO THE ATTENTION OF THE G _ rr 14_�w / - ARCHITECT BEFORE PROCEEDING WITH WORK. - �c a _ 1 1 G G_ _ _a C� -__ ` ' / 15 CONTRACTOR TO PROVIDE AND ADJUST TO FINISH GRADE � ! _G G GG I G�65 4 , 1 / OR FINISH SU7FACE ALL WATER METER VAULTS. CLEAN OUTS. 65-__ If - _•_ A I / BE FLUSH WITH SURFAGESYIRRIGATION WATER T / R 1 I ENDED T s, - - / T A - Iq Iq - -- - - Y '" Iq 52 1 METER 15 TO BE APPLIED FOR BY CONTRACTOR. I _ i dole dots f 21 C / 16, CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL 56 56 2 .1 56 6 / \ i UTILITY LINES AND STUBS AS MAY BE INDICATED ON THE 21 i ?I 20 6 b � , ' CIVIL ENGINEERING DRAWINGS. 20 21 Iq ; ?I a \ ;.. \ 17. SITE UTILITIES SHALL BE PROVIDED TO WITHIN 5'-0' OF BUILDING SLABS IN 51TE CONTRACT. THE BUILDING o CONTRACTOR SHALL MAKE CONNECTIONS AND CONTINUE ALL UTILITIES INTO THE BUILWIS. TRADE UNION RULES OF t -- -- (FAv DIVISION OF WORK ARE NOT TO BE USED TO DETERMINE 5. ati . , 115 THr,5 OR j y / RESPONSIBILITY. THE CONTRACTORS ARE REPONSIBLE FOP, - •-- --SSSS-- SSSS-- / / CO-ORDINATION TO PROVIDE OPTIMAL FUNCTIONING UTILITIES. r * . BUILDING _. j T' �p Olq q �� ---r�` B. UTILITIES TO DIRT PADS SHALL EXT END TO METER --� x ; I VAULTS 09: AS SHOWN ON DRAWINGS. UTILITY TERMINATIONS ° SHALL BE MONUMENTED AND DOCUMENTED ON 'AS BUILT* t DRAWINGS. I L_1 - bs OI � � 1a. SITE CONTRACTOR SHALL VISIT THE SITE PRIOR TO ° 5c $UILDING -- — — -- ' �' / �✓ m a / COMMENGING WITH THE WORK TO DETERMINE IF ANY UTILITIES ARC REQUIRED TO BE REMOVED OR RELOCATED AND I L I I \ SMALL NOTIFY. IN WRITING. THE ARCHITECT AND UTILITY TIE / / COMPANY SITE CONTRACTOR SHALL INCLUDE ALL COSTS OF THIS WORK IN CONTRACT. am ry, /''•:r I -----�-� I \ 20. LANDSCAPING AND IRRIGATION SHALL BE COORDINATED BY ' / II \ / / THE SITE CONTRACTOR AND SMALL BE INCLUDED IN THE SITE CJ D I ( 69 11 ` VVV WORK CONTRACT. --- �. / 050 w.r o ` � I 21. DOVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER 1 I I BEFORE STARTING ADJACENT GONGRETE SLABS. CONCRETE L26 \ / CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE REMOVAL I � AND GLEAN-UP OF ALL ACCIDENTAL AND UNWANTED S°LASHING %2)5 ,.: - o FRESH CONCRETE. _ 9 - - 7.2. UNLESS SPECIFICALLY NOTED OTHERWISE ALL CCNTINUOU5 CURBS AND PLANTER CUR55 SMALL / BE PROVIDED WITH WEAKENED PLANE JOINTS AT TOP AND FACE OF GUR55 SPACED EQUALLY AT 15'-0' O.C. MAXIMUM AND AT INFLECTION POINTS OF RADIUS. PROVIDE J I EXPANSION JOINTS SPACED EQUALLY AT 40'-0' LIN. FEET O.G. MAXIMUM AND AT ALL 90 DEGREE OR LESSER CORNERS. W I / 23. SHEET 5A-1 IS TO BE USED FOR COORDINATION OF THE 517EO WORK. THE OMISSION OF FACILITY. FIXTURE. AMENITY N ETC. SHOWN ELSEWHERE IN THE SITE IMPROVEMENT DOCUMENTS SHALL IN NO WAY RELIEVE THE CONTRACTOR O' C RESPONSIBILITY OF PROVIDING SAME, WITHJUT ANY U W NORTH ADDITIONAL. C05T TO THE OWNER, WHA75,OEVER. . L CC ^ 24. SIGN CONTRACTOR TO OBTAIN SEPARATE APPROVALS AND LL 0 O E PERMITS FROM GOVERNING AGENCIES FOR 51GN5. V Ir /'� •j. 0 CL LJ 15. OFF-SITE WORK SHOWN ON STREET IMPROVEMENTS PLANS Z 0 SITE PLAN KEY NOTES LEGEND NOTES INCLUDING TRAFFIC, CONTROL AND STRIPING WILL BE A PART Q ON�)IRUCT 12 WIDL _____-._-^_._-____-----_-___ ____ __ _. __.._.._-..-•_SSSSW._.___--_._.r_-_ - OF THIS CONTRACT. 1 2t/SA-1 TRASH ENCLOSURE 22 SA-1 a3 SA-2 PAINT 'COMPACT' AT FnCH COMPACT STALL 64 NOT USED cc < EXCEPT WHERE NET PLANTER WQTH 1-5 3-0" QR LESS / 1 SSSS -- - - --- PURSUANT TO HEARING EXAMINER CONDITIONS N5, M6, AND #12 2G. SITE CONTRACTOR SHALL `IELD VERIFY AND INCLUDE ANY �i LJ - 2 NOT LSED 23 NOT USED 44 NOT USED 65 7/SA-2 INSTALL DISABLED STALL SIGN (AS MODIFIED CY THE CITY COUNCIL), A DRAFT RESIRCTIVE AND ALL DEMOLITION NEGESSARY TO COMPLETE HIS WORK IN CATCH BASIN - SEE CIVIL COVENANT ADDRESSING THE FOLLOWING ISSUES SHALL BE SUBMITTED 0 3- 29/SA-2 NEW PARKING LOT LIGHT FOR LIGHT STANDARD DETAIL SEE SE-1 24 SA-2 CONSTRUCT DISABLED PERSONS VAN PARKING STALL, TYP - 45 NOT USED - _ 66 NOT USED FOR CITY REVIEW AND APPROVAL: (1) EXCEPT FOR UNUSUAL THE CONTRACT AND SHALL 09TAIN ALL NECESSARY PERMITS _ sFJ III �� At J ANCIRCUITS--- `� -- -- -"� '- -`-- -- - - CIRCUMSTANCES, ALL LARGE TRUCK OELIVER'r'S SHALL BE BETWEEN TS PERFORM M15 WORK. �.. 4 PER 17 EI T tCAL PLAN 25 10/SA-2 INSTALL CONCRETE FILLED PIPE BOLLARD, 46 NOT USED 67 17/SA-2 EDGE OF CONCRETE PAVEMENT _ THE HOURS 6:00 A.M. AND 6!00 P.M., MONDeY THROUGH SATURDAr. GAS METER LOCATIONS. PROVIDE PROTECTIVE PIPE BOLLARDS WHERE '- FIRE HYDRANT AND (2) ALL WAITING TRUCKS WHICH MUST BE KEPT RUNNING AND 5 26 NOT USED 47 NOT USED 6 N07 USED 27. SEE CIVIL PLANS FOR PARKING LUT DIMENSION LAYOUT. XPQ� FIC____ _ WHICH A°R VE AT HOURS OTHER TFIAN 6:00 A.M. TO 8:00 P.M. OR CONSTRUCT DNC. CUnB OR CURB AND GUTTER OR CURET, GUTTER - - -" - -�- - - — STAY AFTER THOSE HOURS WILL B'_' QUEUED ON THE EAST SIDE Or 16 27 NOT USED 48 NOT USED 69 1RANSFORMER w/ 9OLLARDS PER CITY RfQT'S ANA.�isOEWALK, SEE,;1V'1 DR_Ay�It�GS - --__ -_-_ _ _ -_--4 _- - __�-, ____ _ter_ 4 _ 0 MANHOLE COVER THE COMPLEX. IF THERE ARE REASONABLE NOISE COMPLAINTS, THr 28. SIDE SLOPE OF ACCESSIBLE ROUTE OF TRAVEL TO BE MAX. I,AB- 70 SERVICE CABINET APPLICANT WILL BE REQUIRED TO CONDUCT A NOISE TEST TO 7 8/SA-2 IN"T' ,;. STOP SIGN ON PULE 28 NOT USED -�� -- 49 - NOT USED _ _ -- - DETERMINE WHETHER THE TRUCK DELIVERY OPERATIONS ARE IN 8 2/SA-2 INSTALL DISABLED ACCESS SIGN ON POLE 29 NOT USED - -" 50 N_OT USED �__- 71 TRENCH D_RAI - LIGHT STANDARD W/ ONE LAMP ON COMPLIANCE WITH THE CITYS NOISE ORDINANCE. IF A VIOLATION IS 7_q. ANY DEMOLITION WORK NOT SHOWN ON BLNLDING DEMOLITION PLAN INSTALL FIRL RYDRANT ASSEMBLY RJR PROTECTIVE-PIPE 13MIAm- - ABASE MOUNTED POLE(28' HIGH MAX.) FOUND, THE APPLICANT SHALL BE PERMITTED TO MODIFY ITS SHFET D-1. 15 PART OF THIS CCNTRACr. 9 -- WERE EXPOSED TO TRAFFIC, SEE CIVIL DRAWINGS 30 LANDSCAPE AND IRRIGATION PER LANDSCAPE PLANS, L-1 51 NOT USED — — —� �- - _ - - — y REFER TO ELECTRICAL PLANS FOR DETAIL OPERATIONS TO ELIMINATE THE VIOLATION. IF THIS PROVES TO BE 30FREESTANDING PYLON SIGNS BY OTHERSCNIG) - UNpF2 SEPERATE ISSl OFOR OONSTI�!FCT10H ,10 NOT USED 3' IMPOSSIBLE, THEN THE APPLICANT SHALL LIMIT ITS TRUCK DELIVERIES EXIST. ASPHALT TO BE SLURRY SEALFD AND RESTRIDED 52 NOT USED I-IGHT STANDARD W/ TWO LAMPS ON - BY NOT ACCEPTING OR FAKING DELIVERIES BEFORE 7.00 A.M. PERMIT GENERAL CONTRACTOR TO PROVIDE ELECTRICAL ROU(-,,, - STRU APRON ANO�rDiVEWA-Tro LOCAL STAN J - -� A BASE MOUNTED POLE(28' HIGH MAX.) AS PART OF TH15 CONTRACT. REFER TO ELECTRICAL PLANS. 11 NOT USED V 32 53 NOT USED _ _ _ REFER TO ELECTRICAL PLANS FOR DETAIL PURSUANT TO HEARING EXAMINER CONDITION �7, A COVENANT � NO. CIVIL DRAWINGS STATING THAT IF THE TENANT C SITE IS NOT DEVELOPED WITHIN 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING S'-b"`WI-6EZ`6HT�'W�LI�'W11H�L;OIfE�7LT3'=�"�, CONCRETE WALKWAY. REFER TO ARCHITECTURAL FLOOR PLANS FOR ALL - - �V+� NUMBER 0 PARKING STA LS, TYP, 12 SA-2� MEDIUM BROOM FfNISH 3J %DEWAI��n P MMET R QE�JIOI&r,, TYP,� 54 N07 USED S - STANDARD STALLS 94 x 20', TYPICAL THREE YEARS THAT THE AP. LICANT SHALL BE REQUIRED TO POLLUTION, EROSION. AND SURFACE WATER RUNOFF BY PERFORMING Pl0?DAIS -- A91R1�RD BA '3EE - CONVERT ALL LANDSCAPING AND OTHER IMPROVEMENTS TO 13 SA-2- SEE ALSO SOILS REPORT. PAINT PARKING STALL STRIPING. 34 _- NOT USED 55 NOT USED - c - COMPACT STALLS STALLS 8'-6" X 17', TYP. PERMANENT INSTALLATION, PARKING SHALL BE REDUCED BY 100 '~tF WORK. INCLUDING BUT NOT LIMITED TO, A -XST 3 1145 14 N07 USED - 'S IJOT USED _ - i - -- -_. - FREESTANDING PYLON SIGN NIC - STALLS WITH THE CONVERTED AREA BEING DEVELOPED AS 1) MAI��T^,THING THE EXISTING STORM SEWER AT ALL TIMES BY PROVIDING PLOT BGALg 56 NOT USED --- SIGN(NIC) LANDSCAPED OPEN SPACE IMMEDIATELY ADJACENT TO THE SOUTH - -- 'SSSS- --- - -' - ---`- TYPE 'A', V. OR 'C' FACADE OF THE COMPLEX." DITUIES. BERM5, CULVERTS. PIMPS, AND OTIiER MEASLIRE5 TO 15 1/SA-2 STOP SIGN AND DIRECTIONAL ARROW PAINTED ON ASPHALT 35 19/SA- PAINT FIRE LANE CURB �- - -___ -+-�- 57 NOT USED SSSS - �- --��- REFER TO SITE ELECTRICAL PLANS CONTROL SURFACE WATER. - 16 JO/SA-2 PAINT DIRECTIONAL ARROWS ON PAVING 37 NOT_USED 58 NOT USED 2) BUILDING DAMS. SETTLING BAS;N5. ENERGY 01551PATERS AND J:M/BRF -.��-_ _ ----- 7 ,1/SA-2 10'-0" WIDE COhC. WALK SCC1tCD 5'-0" O.C, MEDIUM BROOM - INSI-ALL CON ? TR S M VAULT, A AN UARU Y `� F''N SH 3e NOT L:SED _ _ 59 _ F R 1 E EL�1RI a PLAY- OTHER MEASURES TO CONTROL DOWNSTREAM FLOWS OHMnM '+ - _ -_ 3D CONTROLLING UNDERGROUND WATER FOUND DURING CONG'RUGTION _-� NOT USED 39 NOT USED NOT USED 4) COVERING OR OTHERWISE PROTECTING SLOPES UNTIL PERMANENT 18 y -� -� 60 1g 12/SA-2 CONSTRUCT DISABLED PERSONS STANDARD PARKING STALL 40 NOT USED _ 6t NOT USED EROSION-GONTROL MEASURES ARE WORKING. -"`T NO 2�, PAIN -o WIDE WALK WITH H 4 WIDE DIa ONAC STRIPES 38 at I NOT USED ..� ON A,C. PAVINr, 62 NOT USED --- SHEET N0. 42 INSTAI L 'RIGHT TURN ONLY SIGN' BELOW STOP SIGN ON STOP SfGN POLE 63 SA-2 INSTALL PRECAST CONCRETE BUMPER 2 /SA--2 NEW SIDEWALK RAMP MAX. SLOPE 1:12 (F=OR REFERENCE ONLY) SITE PLAN �---- - " -- Pacific H",15F32 Bldg.C .�ter.,.- --•--_--_.__ .._.- L - _� -._., BUP98.0320 � SCALE: 1 - 60'-G' r 3 of 15 If this nolice appears cic:urr Mall the document, Ilvr document is of marginal qual::p. CD IiIII��III► IINII114 I!}lN��f�► ' I��;III�IIIII II►IIIIIIIlII 1 1111111j11111 I Illlili►III�I I Illlill�tllll 11!Jill Iilllll�llilt x�'� IIII)IIIII 111u1 i1►11i rt i��11" iI ntilim nnhm 111111mIm111m111ill 1ni 111 111141n1hn111111k hi11111n!1lnhill n11,111 nnmlillm nnlihl mfhui TNI .IIx a f --- 2_O ---8 EQUAL SIDES HEVISIONS +/.i RAD. ----_ -Q - 4" itiIDE STRIPING f. _ 10's TYPICAL OCT 25, 18(16 CONCRETE 51DEY�ALK TAO-COATS "HIGHWAY ! -- 1 oT"t-'� ��•� ----- - •— S' COiNG. BLOCK FOR REINFGRC.!Ir5 YELLGW" (`TYP) i PER PLAN r i j" +�°•il_ F'LANTINb SEE FLR PLAN I I �2 pt`AN AREA .. , - i � �.--- - ALUMINUM SIGN PAINTED RED A/ I" AHI TE 1 / PAINTED BORDER - - - --- -- JBE -TreL - P05T, TYP. i ► / i - - _ WHITE PAINTED LETrEsZg --- 7 - ZA • OFU {--- ---- I O.o• O •o. O.o• m -------- Use GALVANIZED f3ULT5 r �- O •o • • ' �•� � ,_ •° o ° Q ---FiN15H GRADE - 4b HIGH -+EL`✓ETIGA '♦. + _ MA`_>D'vRY ►hALL _ - QJ �Q _` I I -- I MED. ;2 WH TE 6 WAY 3L;D'N6 BAR HI H -_ _ --- - _ x ►•� , , b" WIDE STRIPE 1;�,TI N � _.P1ET AL D SOF \/ �" i WHITE 7-GOATS HIGHWAY 5ALV.5TL.UN15TRUT --- I" CANE! l3GOT5 SET .N 517E 51Tj: `J- SET IN GONG. FTb AISLE GONG. CURB ��EE -- I/2" X 3"LONG WIPE �� CIVIL PLANS _ SL.EE r*E IN SLAB PLAN ___-____--.-_- TRASH ENC!_OSURE `_ �-- -- 2 6 - 1 THICKENED EDGE � PLANT ER 90 HEAD TO HEAD S ;-, R4 V 5GA1.1' - o.'-TRo' RE'✓: tgGALE: 1/4".1 -o' �— STOP 16 11 O SIGN T+nP SIGN ;I ��°s _�, 02-405 Rr✓: pi SCALE: I/e•zr-c" --T;-!:-/- v 1 t - MORTAR GAP , 6 3� �.;tr / O _ GAi E: -_ 4 7- ---- --•--- q., EXTERIOR GEMENT NGA AL-K: r�� •---- -----s,` - TILOCATION SIEN, VERIFY EhAG AHEREGGURL U C GE ----- -5 HANDICAPPED � A._:_ - - ---__ - - -- MATCH ADJ. BUIL121N6 WALL 5.,f / PRIOR TC 5ALVANIZED BOLTS PORCELAIN � • J 8ROU;b GONG HLOG� A INSTALLATION 0 4 GCRNERS EFLEON STEEL • bROUT ALL CELLS GONG. III' ReFLEGi"ORIZED SIGN, - W L_KAA RA. P t I I � BOLTED TO UNI5TRUT -_ �owGRt-1° Gu!ea _ ,. RFSERvt= I I z x4 VERT � 32" O.,'.. - -- GONG.GUt2i3 � � BLUE BACKGROUND I I• b„ -T^ SEE CIVIL P_AN, EQUAL -0 COLOR 6ALV. 5TL. UNI5TRUT T i A =' � (� •� CONT. HCR Z — —' SL'l GIV'L DKAWi'+c55 I,' - f _ SE -- w -------•--- - •\ NO. 5000 IN IN GONG.FT6. - FEDERAL 5TANDARO I q " J a • ---- TYP 3 PLACES I � I 5Q52. I� � TOOL JOINT W/ 3/E. \,___-_ ~� r-)(PAN510N .JOINT Ql � ! � — -- H16HWAY-WHITE • �___._ 6" X b" CONCRETE' CURB �, ---- GN 9 SIDES SYMBOL t LETTERS k NOTE: SIGN TO APPI=AR AT EACH _ -I b" THICK SL.gt3 OVER I _ - w/ `� - REPLFGTORIZED SIGN ENTRANCE TO OFF ST -T P SAND, .D � '� — S'DEWALK � N � I I `--'- 2" OP SAND, MEDIUM - (5TL. d PORCELAIN) %V/ y w _______ I I WITH LETL-RING NOT LESS THAN FIN. / BROOM FINISH-SLOPE -- - LaNuyGaPlNcs rwERE oGGUR.S ~`` ` I I BEE`ADED TEX'URE 2R LO I" IN HEIGHT STATING; GRADE 4 J nI TD D5cA1N) LLTED TO UNI5TRUT a G PAvlh� I (,� L - I 4^ AIDE PAINTED I) I� I I "UNAUTHORIZED VEHICLES NOT ( I (I PARKING 5TRIPE5: t----- - _-__ I I . � II• II �-- GONG.YVALK OR AG PAVING DISPLAYING D13TINGUISHIN6 �^�- -�• - I �' � trt' r�i:t met-" _ 4 ...' -- 2-r-CAT5 OF I H16HAAY 'FELLOW PLAGARPS OR LICENSE PLATES 15gUED FOR PHYSICALLY - I I/2" 3c2. 6ALV. 5TL. I I I iT . .r + L UNI5TRUT SET IN GONG, HANDIGAPPL-D P RSONS MAY BE TOWED AWA�AT Oyy,NERg I� FT6. SLEEVED 4 BOLTED GONG.FTG.W/ 116_-� 8 H,ANDIGAPpED L t(1 EXPENSE. TOWED VEHICLESa'-p" 'S'-O" a_O" y _ SYMBOL MAY BE RECLAIMED AT______ M4 CONT Td B jt�_�01A. ORBY TELEPHONINbA/G PA�1`.Cy Clvll_ �_ *- � TRASH ENCLOSURE WALL �► CURB AT WALK ga �7 2� HANDICAP STALL DBL. H - Rc✓ SGA: �E✓ -� _ - 17 , , ' HA STALL SIGN HANDICAP NOTICE SI �C..A__ 4 al - C:_ �8 �'�'✓: O! SGA !" -p" � � 7 GN _ '- .5 REV: OI SGA_[ _ -:� 2 r+ANDIGAP 5TALL -------------------- 516N, _ VERIFY EXACT - - -- GONG•.BLOGK FOR Y1A1 L L OCAT ON PRIOR TO I I • `� - _ - , e e 3 � FINISH SEE SECTION NSTA-.LATIQN I I / 2" pIA WEEP HOLES m I 3" 2 PER PLANTER ,} GONG..:URB I 'zAMP --} - - 4X4XI/4 TUBE STLEL I. / 517E CIVIL PLANS _ 1 * r I POST FILL rV17H in I i NOTES 4 I -- I_avvSGaa __ TI y.o GONGRETE. PAINT TO / -- __- - - - - - I.SYM30L PAINTED MATCH TRA5H ENCLOSURE -I/2 Q.»' �+ I/2" 3" HIGHWAY AHITE TYR GONG. CURB RAID ----- � � (TWO GOATS) \ W/ I:12 MAX. 5Lr,PE < 4 o?� 2 BACKGROUND I PAiNTE HIGHWAY (3) HEAVY DUTY 3"AX5"H 1:8 MAX. SIDES J HINGES WELDED TO FRAME �o GONGRE T E c;URB _ d HEAVY BROC'-, n I /' \ ; PA NTC BLUE, WHITE d CHANNEL, PAINT TG - ----- --- FIN!5H (TYP) P PLANTER o EQUAL TO COLOR (2-GOATS) \ MATCH ADJ. SURFA�.,E �:50g0 IN FED, `-- C AND 5TD. 5415A L2X2X /4 F*CZAv DiA60NAL_ BRAC No, ,; k4 REBAR CONTINUOUS, '`!P, 's" WIDE PAINTED WELDED ALL AROJ'VD t �• __-- ---_______ __w _�_� ._ PARKING STRIPES: ' 3,x-2, 2-GOAT5 OF I " -"`'1BOL MEASURES PL1 --- ' �- -- "" b`,n;Ar YELLD✓� ,�. _ ___ � _✓..0, 5r3UARE AN . 3/6' GORR'6ATED I - - STL°E:. DEGKINb, WELDS: HANDICAP �8 � TO FRAME PAINT TO 5y -150L MATCH AD-'. SURI-ACE 28 — TRASH ENCLOSURE DOOR CURB AT PLANTER 90 I� - -- 1g _ HANDICAP STALL ► (ANDICAP SYMBOL DIR R v SCALE: RM✓ �� GA�� I I,Z" '-� - 13 _ ECTION,AL ARROW n R-✓ SCALE: SITS 02-i26 ; 5GALC: /8 p" r. r -( . RC✓: pI SCL <.ALE: ("=I'-O" G<- 6 QE'✓. OI V 5. .INE �A'✓P -0 GGvc m -25 -O \-�F•✓ALS, ON GAR OVERNAN6 - 1 co .:_rRBFAGE A's--I TOP Or- I/4" DEEP GRGO`✓E5 0 W "H FEDERA,-, 5-A-L a - c E G RB 2 GOATS 'J/4° o,o. _ LOCAL CODES PAINTAY WHITE / .o AND RE6t1l.ATIONS. ;( a PAINT, TYf?. GONG. OURS, ' e-- ZZZZ.ZZZZ/ZZZZZZ//V/ n HEAVY BROOM FINISH 4 1:I0 MAX SLOPE! -- - 4 dl W o�� , I Q z Y 0 - GONG CURB, PAINT TOP d FAG1= 4" AIDE 5TI21PINC3 ------ _ � ry z 17 OF CURB WITH TWD GOA75 Or TWO-GOATS "HIGHWAY a LL, 0 ,(JI% "HIGHWAY RED" PAINT WHITE (lYP). `w cc SEE SITE 111, _ PLAN 4_0 �.J O -- 29 F•IRF LANE CURB 90 STALL AND CURB CC �� 199 CURB RAMP o� Q RE✓' SCALE: -O" C2-apo R',E'✓: OI SG ALC: I/!j"=I -D" �•'SGALE: 4 < ` 517E 517E ELEG. PLAN r-OR LIGHT y - ��r ✓ _=�._.. !� FAINT 3" H16H STENCILED LETTERS 4 / !� STANDARD HEIGHT d CONDUIT TOP OF CURB W/ 2 GOATS OF HIISHWAY f SIZE. SEE LEGEND POR FINISH. ` WHI-r- PAINT, SEI' SITE PLAN ` NAND HOLE- W/S'AS+CET GOVFRc ; PAINT TOP d FACE OF GGN�, GLRB ALUM. BASE COVER OVER aALV,5-Cj:_ `0 XI/4" TH<GALVANIZED 2 GJATS vF "NIGNWAY REI ' PAINT ��J I" X II 1/2' X II !/2" L'A5^ PL. W,' P'� GUARD, CONCRETE F11 _ED, - - � � 4-I" X 36" A.B. OVER !"DRYPAGK PAINT vv2 GOAT5 OF HIGHWAY _ ` 4 YELLOW. - CON:.RETC WALK. . ell COPPER R M1 b OUND WIRE I ISSUED FOR CONSTRUCTION FIN'SHED 3'URFAGE N. SURf"AGE 100 NO. 5 31 r'l OT DATE: `� y Q� �1� :� `�'T /•- GON:2UIT, 5Ec SITE ELE;T. PLAN - "'' I'l-OT SCALE. ,�j p b I _ �, 1 ITT'✓�f'� B'-U' F'•OR STANDARD HT, EQUAL ti O - _3 L, ,. P(. ___ . OR G-REAT'?R -H.grJ 301, H'-O" FCR - � .-raRAWN BY: -Y -STANDARD '+` c 55 Tr4 90' I�.M 3" GLR. ' SW-.ET TITLE: ' / � --- �� --_---.------•GROUNDING YViRC '. i GANG oR .a.c, P,�vIN� _ - -- _ m SITE DEI All S GGNc. �'oo-tics QA" AS OGGJRCS - �;. - '.__ _._..._._ 30" D'A'�E�'F C.CJVG EASE _. ✓�i/4-=5 '/r-R- ARF, d SHEET NO. 5EAMy[•r5 SCN0--,?C AF?C/E G-4A': 1�'�uIA - ----- _ _- A ----- 30 - - CAUTION CURES r LIGHT STD. B T _ ---- . -- �� SG �, _ 2 _ ASE DE I /SIL SA- 2 STEEL PIPE p I�9CIBr,F!wy, 1553? fibiv C, ^_� � -�...-.,.... _,.._••—„ �._ ✓: ,cj�/.1.� '`�Q'''_`✓�-'�- .— - �� P 1� G U/�R D 1 4SUP o115 320 - -_._ _ I .. SGALE r"al'-D'' O2 LTO( RE', . pU 5G/�' E =' 1 0 Ai II'Ih s nolicr appears ,tearer Ih;nl the docurrtenf, the document is or marginal 11111 111 ti!IIII�IIIII)II'l111!i1lllil IIIIII! IIIA I Illflli�lllll �lllllllilllll . I{Illllillil{t ulll l# i�1141t�llill f '�nII11li,I��t trnl� :r. 1 � f�lnl�Illl�nll IIIIInll11►Ilhlllllnllllnmilllm Imhullnrllnll►nnlllll IIIIII►nlnllllnl�lllllm— II�Ilinnli�iilrlm:hei►1� ! .. a '�W a •it .. - RLVISXJNS '4 �, ' ►�t ;xfa ,l,+ N „� I � y x k 1M FLOOR PLAN LEGENDS OCT.77, c 'P.' , , " 6 a^1 W'i ,t I F, , • 5. '.r�f ]t..: t :�f'':� .]. . 30 x CD &RID LINE A -- E Of` TUP, FA,--E ,--AE --_ (FAG MA50NRY, CO”COI_) A DETAIL - = WP.LL SECTION DETAIL SHEET M DETAIL +� DETAIL IDENTIFICATION ,,. � �SHEET +� \ INTERIOR ELEVATION PENTiFICATION, LANUSGAPE �`, -- 1 (N.I.CJ SEE INTERIOR ROOM FINISH _ 5 KE RACK i Ib j � � , G1• SCHEDULE ON SfiEET No. A-7 ' �_b 4 A5.1 ` A5•I \� ` `mow` HB H05E BIB - SEE PLUMB:N6 Dp-AA,N65 1 I l- E06E OF G ED6E ;RHB - RECE55ED HOSE BNB) - 35'-10' 3'-4' °�y q'-0' g''0" I f i •, CONCRETE 5PLASH3LOGK ' MATCH r,E _j I r DOOR 5YMBG 5EE 5]IEET Na At, ! C` -} 1 Q I r I . I r I . I i � I � 10-0 __ - -.- nl? -- V •}� ' , G �`._ _ 4.0 4-O 4-0 4-0 O 10� 0 0 Ib - ,� �A� FOR 5CH PULE _____---- - _ 0 0 --a_- a- -- - 5A -_,�T-?o . rte. Trn: �' - - io o c� o o A v' � � � bA � A A A B 1 � 4 A x / O 1 SALES FLOOR I— o DGE - CANOPY ED6E ROOM NAME Q I ROOM NUMBER, SEE y o ROOM Fiti$«+ SCHEDULE Ob n O I � -� i 2Xb r.il 5TUD50 16' Or, WITH INSULATION AND LAN:SGA�E N ' ; I/2" WP cSYP BD BOTH SIDES TO STRUG' f� / I � — — C 2 SHOP — C 3 SHOP — 4 SHOP — — _ ' � \� � MASONRY WALL - SEE STR;rGTURAL DRAW!NF5 � � - / SHOP ClC1 SHO S O C S O C5 SHOP C6 SHOP C7 I �- — _ I 3 I/2" METAL STUD ao ib' OG. WITH R-II N5ULATIJN d 5"OP AkEA; 3100 S.F. �-!;° AR`A 600 .0C ARBA ��: �" SHOP AREA; ZOO 5.1'. 5,�r✓ AQ!- 12°5 5." 5!a0P AREA: 1500 S.F S+GP ARrA 2025 �F p I _ �` -��'-�`�- AND lit" GYP, $D. TO UNDERSIDE OF DECK b", 20 6A. METAL 5WS m 6" O.G. WITH R-Ii N w ILDI SITE WORK / � �i,� 7 INSULATION AND 5/D" GYP B✓, BOTH 51DEb TO UNDER51DE OF DECK - SEE DETAIL 4/A5.1 101 IN 103 104 L Iv✓J Llt� 101 I I. -___-- _-_-- � STORErRCNT - SEE DETAIL 12, 3 ab/A5.1 - I i ------------ k"N 41 _- / NEA GONG CURB PROPERTY LINE LIMIT OF CONTRACT C/ I I I I I — I I =C-- CONCEALED I ' ROOF ACCESS LADDER - SEE DE 'AIL 2O/A5.+ I FLOOR PLAN NOTES 94'-9 �r8 20'-0" 20'-0` a 5i 6" 6-1 II/16" - — - 21'-5 5/16" _.�q'-1 II/{b" _ 10'20' _ / I �-— --- _---- _ r� H/G DRINK NG FOUNTAIN 113 n IB TYPICAL AT EACH TENA ) �3 TMP `---`"J O -• 3. PROVIDE 2xb WO<, STU05 • 16" O.G. FOR ALL RESTROOM5 FOM AND PLUMBING WA_L5 TO b" ABOVE SALES AREA GEILIN6. 4, PROVIDE FJRRED HALLS AS REQUIRED FOR ALL UTILITY AND -- 1 DRA N LINE-5 '-HAT EXTEND LIP THE INTERIOR HALL 5URFAGE. 5• LIEU OF WOCD 5 JD5 AT HIS BEARING IN"ERIOR DEM' i OPTION)CONTRACTOR *-IA*f (AT US>= MUT AL 5TUD5 &A2 SING - WALLS AND Fr5`ROOM "ARTITiONS. SEE 5PEGIF,GA-IONS, «. EL%G-R'A. .2R✓',.= 1 ' -..�� ', v I I L� C� O (01 T I 6. PROVIDE MIN, ONE (U 2A-108G FIRE EXTINGU 544ER AT EACH v ! ' TENANT SPACE IN LOCAT,ON APPROVED BY FIRE DEPT. rra.EA� ROOM �.__ i— d n. / (�q� w ------------------ '7. ELECTRIGw SWITCHGEAR, HOUSE PANEL, TI`JEGLOG<, AND �/ r e `t/ `_// �-' N.I,G, f TELEPHONE CABINETS SHALL BE IN A WATERQSL00r- METAL PROVIDE -R. RATED DOOR, ---- n i -' -` -` _ _ I I C CABINET WHEN EXrERiOR MOUNTED. PAINT TO �'ATGH � � r FRAME AN.. POSITIVE I�� // -- LATGHIN6 +!ARPVJR. FOR -��I I I .) 4 ADJAGL"NT WALL. THIS DOOR ONLY I i 6. PROVIDE MASTER LOCK CO. 061 PADLOCKS KGYEi ALIKE FOR � ALL LOCKABLE 5W17C•H6EAR,TEiLIPHONE,HOU5E PANEL AND - EGLOGIG CABINETS. --- -•- --..._.� / a----=_----=- -r\ �_ -- -- I U FOM � a. TIM A ( -_- -- NEA GONG WALK - W INTERIOR FINISH SCHEDULE w w NEW GONG WALK j > ' - OROVIDE I HR. RATED G. .U.BLOCK I CON5 T RXT'ON TH:5 NAL ONLY -- --- i 1 i I 5ALE5 AREA, CL 0^ 0 12'-0*_ __- _ - I•b — -___.____- -- _-_ _ l-IO- - - - �7 I. FLOOR EXPOSED CONCRETE WITH SMOOTH TROWELED FINISH `--' 1 11 I x " 1 x I T I I -L " r So,-8, I I 2. 9ASE NONE �-03 WALLS TAPE .JOINrS. SAND SMOOTH AND l_.1 I,-�„ SEAL READY OR PAINT. NO PAINT AT EXPOSED MASONRY WALLS Q 3 3/8'� 40'-0" 36'-I 5/8" _-_-- - •.-- - 40�b� —- __ -- q'-1' �- - 4 WALL.9 ALUMINJM 5rORr_rRONT WITH 1/4" TEMPERED Ci-EAR QLA55 (WIRED OR 0 �---- _ - --- -- - - - --•1- - NOTED). TEMPERED WHERE 161-4 5, GEILIN6 2'-0" X 4-p' X 5/6" THICK Ae'OUSTICAL PANELS IN SUSPENDED METAL 1 TEE GRID 9Y5rEM, SEE SPEC IFIGATIONS. 1 � � RESTROOM �•� 6. FLOOR CLASS G CORLON VIN'I'L 5HE%T FLOOR'NG BY ARYST4ONG, "5EA6ATE', GOLC@• 986522 ALMON'71. "'QOVIDE I W DE 'J',YL "-'N'5w NIS STRIP ACROSS EDGE OF SHEET VIN`eL AT DOCK T+RESHOLD. 7. BA5E b" h11GF4, !!2" COVE REINFORCED INTE&RAL SHEET VINYL BASE. 5 WALLS 1/;2" WATERPROOF t5YP5UM BOARD, TAPE JOINT5, 5AND SMOOTH AND F06 SEAL READY FOR RAINY. PAINT EXPOSED 5-fPSUM BOARD AREAS ABO''/E iSSLWD FOR CONSTRUCTION h.AINSGOT w/ SEAL GL055 ENAMEL JOB NO. a. WAINSCOT MARLI-E OVER GYPSUM BOARD PER SPECIFICATIONS 46" H!6H ON ALL '13-651-22 (PROVIDE FURRING AT MASONRY WALLS) MARLITE COLOR ALMOND ✓-Of OT DATE: 10. GEILIN6 PAINT KITH SEMI-vrLO55 ENAMEL. "AINT COLOR ANTIQUE WHITE, .25-05 NOTE DO NOT USE l^IATER•PROOF 6 i P5UM BOARD AT CEIL Nt3. f'L(_t SCALE: _ - 1� _ .O„ 1. DRAWN BY: .1Gti1 _ SHEET 11TLF: 'LAN SHEET NO �Co�CICu A-1.1 Pacific Hwy, !`' ml;, �' FLOOR PLAN 4• NO-E ALL � N�5NE5 !NDIGATEL') Ac''•OVE %NRC RuP 95.0320 G!.ALE: lib = '-0 NOTED ON PLANS. 5 of 15 4 If This n'.Ilice nppen]•s clearer Orm the doclnnenl, the document is of marginal Irfll�?IIIIII IIII#'It�t111t ►lit{�111�► t�:illll�illll (ilJill�lllll 11111111!11[p 1 11, 11 11,11111 IIIIIIylil11 Jill ll1111;t11 111#141_11 :_ "C (11) INOM Iwo , n111+�n111tns trillt�tn ' i , i rn'Inn nllhrn 11nIn11Inn111nhmlru 1,1111111 Im!n�llullllm 11!ILminllfnumnhnitinlhn11nr11+muri1111 tnrin;ittn�h .h1 kik T . I 1 , PF7417 • _ - .. -..' r r.--. fin •n... ...:. _ . -. • .H. a 1' 'u 1 4 Al., r Nk 'JI610N9 � ,rY.f. CEILING PLAN LEGEND - OCT. , 5'0-150L DE5GRIPTION DETAIL. REF -- r r' 2' X 4' LAY-IN AC V5TICAL- IL.ES IN 5i15PENDED T-BAR &KID 5Y5TEM, 5EE DETAIL AND 5PEGIRICATION5. (10'-0' TYP. GEILIN6 HEIGHT UO.N) -- ® XX 4' REGE55ED FLUORE5GENT LIbHT FIXTURE SEE EL.EC a r ® EXHAUST FAN WALL MOUNTED EX1ER1014 _16HT FIXTURE 15EE ELEG I-1A� W-ID" +'-I�' - WALL MOOTED L16HT FIXTURE SEE ELEG U THERMOSTAT SEE ELEG l - -- —_ -- - j I `-x" J ILLUMi W.rED EXIT SIGN SEE I?LE6 RETURN AIR SEE MEGH il'-0' A.F � O O O O O . \ O O O O O O O O O O O O I O O O �} CA PIFFL15M 5EE MECH AGCE55 LADDER OB i I T i _ lT — — — IT T I III - � j 13-D'' A.F.F. l o �' CEILING NOTES ED GA •- - - - - - - I - - I J— - -- - - 6E ' NOPY 00, I - _ I PROVIDE ALL RESTROOM5 kN,TH AN EXHAUST FAN GAPAL%.E OF 4 _J ,• 7 O AIR CHAN&E5 PER HOUR, 5WITCHED ON WITH THE L16HT FIXTURE,'00 ` 001, j ( I - 5EE MECHANICAL AND ELECTRICAL DRAAIN65. �\ Z I 2 TOILET ROOM CEILIN6 SNAL_._ BE- 6'�P5UM BOARD ON 2 X 6 GLILiN6 J015T5 AT Ib" O G i8-O") iYP CEILING HEIGHT - U 0 4 J ! I I I I 5FE ARGHITEGT)RAI_ FLOOR PLAN FOR RESTROOM LOCAT ON � O I I I SPECIFIC T'O EACH SP,i.CE RESTROOM WALL 5EPARATIN6 FROM SALES AREA TO BE b" ABOVE SUSPENDED ,BRIO GEIL�NG OF SALES � I AREA ADJUST LOCATION Oi' RECE55ED 2X4 L16HT FIXTJRE A5 \ I REQUIRED. � I 1 - I 1 ... -- - — - I __ _ -_ S R CENTER OF N rTO PANE CENTERED 51D[` TO 51DE IN SPACE I �- 3. SUSPENDED GGLI'�6 TO BE 1 + I I I BORDER TILE 15 LE51_3 THAN b NGHES IN W DTAr CENTER OH SHIFT SPACE. THE AYOvT - _ 1-_ TO 57ART WITH A FULL ACOUSTICAL TILE ON ONE SIDE, 1 I 4 5u5PENDED 6R,D TO START 4'-0" OFF STORE FRONT /MALL TO 1 51 RUNNER. `f ( T• - - I_ __ 5 PROVIDE WALL AN6LF/R N6 TRIM AROJND A"L COLUMNS b. EXIT LIGHTS / 516N5 TO 5L f-'ROVjPED SEE ARGH'L FL-OOR PLAN ,.��_�,r- 1�1 AND ELECTRICAL PLANS - ! I E 1�L7�OMl p j 5 I ' 0 I T BOOK OF SPECIFICATIONS 15 TO BE INCLUDED A5 PART OF TH15 I I TIyAL - 'E II: F � NORK, 1NI`G: I- -- -{- - - _ _ � � 8 SEE ELEG SHEET FOR CIRCUITINO I I , I "1. ALL L16HTCP EXITS 516N5 SHALL HAVE THE INTERNATIONAL F o _ _ _ _ I_ _ - _ I _ _I O � 5YM5OL OF AGGE5SIBILTY INCORPORATED. (0556, 510-11 (C) ) I- 4. to knc cc 0Itr3 -- 1I o EEC r) IIXI_J r ry l �� EXIT "� [EXIT M - - rr� SPRINKLER R15CR r Q_ T O I r � � da.I I � i 1 ' 401-04 -- --— - --- -- -____ —_ -- 8' lot 34'-I 3/8' 3q'-3 1/4" 36' II U2" 40'-4 1/8' 9'-1" 5'-4" ------ — -- — _—-- _ _ -- -- - -- — T-- —--- — — — 161'-�4' w z U �-'J w FLOC"R PLAN ,a" -; L�. - O m rte.� _ Q_ � O () p.._ D cC v 1Vr ISSUED FOR CONSTRUCTION JOB NO. PLOT DATE: PLOT SCALE: --- - DRAWN BY: 1 SHFC1 TITLE A2.1 If Ihis nolice appears clearer than the document, file document is of markinal (Iva';ty. �- ;i I1 4�43��# l �i�l� 1�{�l�t�l�l�l�i r�l�IJl�l�l�i 1 T�i�lllll�l�1 • I�III�f11�1�1 I i�lll�lll�l�t 1�I�I�IIl�l�1 I,��.I��1 ►.11��. � ��_�_. }}�i�11i�i� 0 nlnli►nhHl IRIIIHI . _ 1 1' i Nt�ltll(Iltlllll IIIIIIIII IIIIIIIIIII�III�IIIIIIIII�IIII IItI�IIHhIIllllll IIIIIIIIIIInII,inllminnlml�nuinnhm linlfith�Ildnntinrli` ► ` ri ROOF PLAN LEGENDS fv►eic,NS OGT 25. 19% r q 5`'MBO� ✓E�GkIPTION :,. - . �" TOP OF 5HEATHIN6 ELCVAT ON ABO'/E KINISHED `.P. TOP OF PARAPET EL[✓AT:DN ABO/E r N.SHED F;OC t .w+•r.r pRAF'TSTOP. NON 5PR NtiLERED 30C.:, 5" 60 LIN. Fr, - MAX 5PR Ni:LERFD gOOO 5F i00 IN. FT - "AAX :.B C SEC 25 b(F)4 BI i I STUD AAL6- TO uNDER5 DE Ol" ROOF SHEATHING ^TH 1/2 GYP BP. FULL HE GHT ONE SI.r)E F'OR ATTIC DRAFT5TOP, kv-_ GENERA,. DIRECT,ON OF rNA''_R DR A!N AGE --._-._ EXTER OR RCCr DRA,NA6C AND O/ERFLOW i ROOF E0vlPMENT CURB -FAB. METAL AWNING - — - ROOF AGGE55 .ADDER TYP. DRA.MTOP -- — _ — - - _ _ - - _ -- - - - SPLASH B_GGk,. PL"ef c -� rrOOD EKE'' RHC �1- � ' 0 I� EQUIPMENT PLATFORM OR G6,Rt3 GURB OR PLATFORM MUST BE HIGH ENOvO- t' .,r Ii , ` '�� •� 14 "� TO BE ABO/E CRICK:.- /AT 1,4"; 2" . I :�9 S-OPE) AND CANT 5TR P AT TH .JI f 4 E -- HIGH SIDE OF ROOF, BEE NOTC sob �CJB I ■'lyA �' AIR E.XHAu5T - SEE H/AC oc 00cn fr. GENERAL NOTES L) ,cn S 1 0 4TONUUT d v i I I ROCFiN6 SPEGIrIGATION V 'V. TYP I J JILT U SEE SPECIFICATIONS B MIN. "OWC[a5 CORNING BWC, I MINIMUM 1/4" / 12 SLOPE TO DRAIN. SUMMARY OF MATERIALS BASE 5HEEr 25 L135 i 5 TON ' ; . MECHANICAL FAS-ENERS A5 REQUIRED l 5 TON AT 1 f 5 TON.AT UT I I �'L`! SHEETS (2 AT I LB5. EA) 22 X85./ T. -._ I 1 V ASPHALT ''5 L55 ' — �!___!.__ I J�o I I OD GAP SHEE" Tb LBS.i n-- 1 i I — " T TA APPROXIMATE ` - ' --� � -.-1 1 .� �",�■� I .� G L ATE WEIGHT 200 85.. TON uruT �._..._.- --- - I � I ROOF ARECONTRACPROV DED WITH POR SHAL-1 103!'rA/E DRAINAGE. CF 15 4TONAT ALL ROOF ELEVATIONS ARE GIVEN FROM TOP OF INTERIOR CONCRETE FrI,.00R SLAB. N.O.N.) WHEN FLOOR S_A5 57EF5, E_E/ATION5 ARE REFERENCED FROM THE (A -CHEST FIN 15�4ED FLOOR. i 3. 3. A+'- ROOF (PENETRATIONS FOR PLUMBING VENTS POWER. 1 TON CONDUITS, TC. SHALL BE FLASHED PER 5JILDINIS uhfT EI \rA �•-� I fN\ SPECIFiCATION5 ,�ryi DETAILS. VENTS SHALL BE AT 10'-0" HORIZ. O"' 3'-0" ABOVE G 'SI ?C AIR / 15 ';S �• ".r N-AKCS. ( A/C UNITS MAKE-UP AIR ) �4. `-RAMING CONTRACTOR IS RESPONEi.BLC TO ` QRG:- C TAPES iNh&0kTION LRIGKET q 10 COORDINATE AND VERIFY SIZES AND LOCATIONS OF ALL ° m \: o s\ •r -� k A-6. "�• r s M iq f ROOF OPENINGS (VENTS, DUCTS, CTG.), PLAlr-ORM5 ETC., ✓vITH RESPEGT!'✓E SUB- GO'vTRAG OR9. GENERAL ��'\ CONTRACTOR TO COORDINATE. 51ZF-5 OF MECHANICAL EQUIPMENT PLATFORNAS. BA5E5, ROOF EQUIPMENT o - F PLATFORMS a OPENINGS 5HOWN ON DRAWING5 ARE A BA5'5 FOR DC5'CN ON&.Y, CONTRACTOR SHALL ✓ERIFY ALL DIMENSIONS IoNITH EOUIPMENr MANurACTUREA bpi• n MECHANICAL CONTRACTOR SHALL VERIFY ALL 51ZE5 I 8 O a LOGATION5 OF ALL OPENI! 05 ON ROOF A5 wELL A5 ALL L GHTING, POWER, CONVENIENCE OUTLET5 ETC. TYP REQUIRED WITH APPLICABLE TRADES .'— 1�— _ -- \� 1.--`•��r-` - _ ._ -- -----�`� 5. CANOPY VENTS; METAL VENT WITH BIRD SCREEN. Y10✓-�R LOCATED AT 10'-0" OG MIN. TO 20'-0' OC MAX. PROVIDE M(TYPICAL TIM 'kl ROOF PRA:11D (GAL U.O.N. "ROVIDE BLOCKING AND SEAQ IN w al DRAIN LINFS(TYPICAL rOrZ.4 L ROOF GR41N5) OCAL AREA R\/IDE L I KING A, INCHES PER Ate' r G Es 150 5QUARE FEET OF CONGEALED SPACE. 0Z b. MAXIMUM WIDTH OF CURB OR PLATFORM AGAINST z ROOF LOPE WITHOUT GRICK�T I 4'-0'. � � � WHERE CURB o / REQUIRED 15 GREATER THAN 4'-O" (SEE A/C DRAWINGS) PL"WOOD CRICKETS MUST BE PRO•/IDED. HVAC SYSTEM TO BE DE51ON/51JILD A-L REQU,RED 0 O INFORMATION rO BE RE✓IEWED AND APPRO,/Cp O BY AI.L 6OVERNiN57 A0ENCIE3 PRIOR 'r0 INSTALLATION - TYP. FOR ALL SHOPS Z �J 0 34'-13/8" 40f.0111I 3h'-15/8" rr Q C5) 6 r�-(4) CC ISSUED 1.08 CANSTAUG'TONt JOB NO PLOT DATE PLOT SCALE: 1 DRAWN BY-. SHEET TITLE: POGr Cl,A' SEISE T NO J A3.1 ROOF PLAN 4 I'nrilicliwy [1(11'9503" 1 of 15 I N, II' Ihi� limice :,ppcars cic:u,I li,an the docunuul, 'he document is of 111:11 Lilml Zito { C Dffl lil � 1 — Ilh 111 GENERAL NOTES Iic:vls►oNs D G � TYPICAL. --— �._- ! _ l_ _fit._ _L Ib ` -. _1 ' AS,! ' G/ B D B E F A5.1 G B .._ A r 117 r* z :z2it 1�ixi r x — _TR—,--- trS ♦ l t � T. t T 1 L_ I . I ; t 1 1 "rr CONCRETE CUs - - -- NORTH ELEVATION .. `GALE -i5. 0.. KEY NOTES 6 5 C4 31� 2 1 o 2 _t A I A B A B B I G B E H q5.� q' --B _ .. I I I �_ _ -._ � -_ 1 I • I I ,E b F B ' I I ago ori I o P. — _ _ 1 _ - T .--- -- - --- —- o Q ' I521 _'1 10 ; - / (,")V RETE CURB 3 12 � �I _.� 14 WEST ELEVATION l5 5 Ib11=7 1 2 �4 Ib 8 7 12 Iq 4 '� I B A B I B I B 2C I I 0 I A5 I% �0 1 s6 p, AFF 22 c T D.P. t� I , / T r z - It I I L 1' I .1 TLJ 1 Q 1 I T_7r — — — —'1_0- GFF� -- Y _ .� I 'B QL z / 1 1 r . s. / i �: Y - �. ;1— c FTE CURB CONTROL JOINT CONTROL - CONTROL JOINT W SEE DETAIL 3/5T-I 51E DETAIL 3/5T-1 1 H [] z - ao z U I�_I w EAST ELEVATION SCALE I/�" = 6 � Lr a_ 0 O EXTERIOR FINISH SCHEDULE o 0- o, -- - - - - -_ oc MATERIAL FINISH < 0 I 4xbxl6 5PLITFACE CMU w/ COLOR TO MATCH MILLER 0 5420H � �-- RAINSUARD "GOLORLOKN A "POLAR BEAR" �-- 2 EXTERIOR INSLILATED FINISH -CALOR TO MATCH MILLER 05422My SYSTEM 6~ 'ANTIQUARIUN FRAY" bxbxlb 51NOLE 5GORE CMU w/ COLOR TO MATCH MILLER 054240 - RAIN6UARD '1(01_ RI.OK@ - G 'LOST CAVERN" 4 bx6xlb 5PIJTFACE CMU w/ COLOR TO MATCH MILLER 05402M RAIN6UARD "GOLORL.OK" 0 "PUTTY" ISSUED FOR CONSTRUCTION: 5 bxbxlb SMOOTHFACE CMU W Ca.OR TO MATCH MILLER#4620 JOB NO. RAINWARD "C6l_ORLOK" E 'CANTON JADE' q3-651-22 PLOT DATE- -6 5TANDINO SEAM METAL 6104M5 Aj^AlIN0 F DARK BRONZE FIN15H pl.oT SCALE. I/8" - CAL -� ANODIZED ALUMINUM STOREFRONT MATCH RAL 6000 DRAWN BY: G BRF/JCM PAINTED METAL. SHEET H NATURAL MAY EXORTITLE: -PAINTED-T - ELEVATIONS q 3/4" REVEAL.PAINTED _ --- -- { SHEET NO. FLAGSTONE COLUMN BASE PAINTS A4.1 I BWA LIC 41IN5 F(XT11PtE5 2 PRECAST GONGREIE �3o�1bP/RAL 6000 -Perlfic Hwy.15532 Bldg.C BUf 98.0320 --r—�+—�•----•-r--�+�� 8 o 16 i If Uik noficc appears clearer Ihun the docnmenf, the documenf is of nwr2inal qua%ty. INN III►��i11 t: !_ :1� 1�II��I 1 I�II111�1�11111 fi�tilll�ll111 jIJIJjJljlJIll IIJIJil1�111�1 1 1�11111+1�1�1 111illI 111 IjIIIII�Illli1 :. I��111111 30 x tlnuirtlhnt unit � :{ irrrinn nnhm(minnlnnhnlllllllmIlllli nnlnnllnlhnllmlhnllnnlunimllmm�nlnll rIl 11 Whin I null Ilnrrli" in >r -> Ii II r n ,rirr 116n�iI - uilk. " n„ m/rYlaL.,lww.1._ —L ut5 •....:...d. " •.G'.le..Ywua ..o..ue _ _ _ .. _ .,. svw:,•,,.xmc.,:.!•,-*' ev"+aae.Rf'a..r.'a p""'!°'^'*"'v'+ t•A "gnr•1•' ,,.p,. e,.,,,.moi •Yra,!ame, .,., - .. - R I • . I I HE V&ONfS 1 OCT. 25, IM r C.ORNIGe - - -- - _- ,. CORNICE -- I I X 4 DONT T O MA8ONk Y 1 TO A50NRy r °ARAFET AG1 ( SHIM A5 REQUIRED at TOiNER TO WLT{IP ROOF ODER fW5(LAT`4k - -� ' BUILT_bP ROOF OVER rN&LATVA - `- - � DOR RECX7.55COAL ARG !/ \ of TOAERI TO A�IArr ) CAULKING ! I/4" TEMPERED 6LA55 OVER PLYYCIO D RDOF SHEAT41%. OVLR PLYY'tPOD ROCC 5W-AT-41146. I { / FOR RECE55E ARG RA Rk;GFi*LP!'WL OYM ROOD I RUN ROCF$6 UP A&L OV1:R ROOF I c IMPSON TI{? - U 5. ALUM."400-5"- NAILER I I NAILER. 5F E 6TRUCT. DWG6 ( 3/4' REVEAL I --- - _ I � SERIES OR APPROVED I a• ;iLLtt'l_) _ EQUAL Ci.. OF FRAMING AND TIL65&RDEK5.-- ----- .__..__.�_� I 1RL55 61RV1RS ---_-.__�-___._._ -- _-. -�-_- - -`• -- --- S-OREFRONT 4 (5a.5?RLIC Df 65) ;SEE 5!RX Dft7r2 J 1 1 L I Sp :XT 1 `-*5P5M AGOU5% 'nLE 56FEVEO ACOhTIG TILE __ +-T i GEILIN6 A 5)qrL47ED'T• CEILI*A 5U5F`fN')ED'T' I3AR GEILINb BAR 006 _ ,� 13'-0 HEAD / JAMB .': DETAIL 1 � T.O. r�aSo�vRY 4j ► l _ SCALE 5 -O" MA5MY AIT J 1 _ <_.ONG GAF'1 'JL GAF' I�' 12' I 41� - \s -- a'thk C.O!y.RfTt SLAB.w.--_.___ __. tR Imo.' ^IDC x b' DCrP i - 8 fB'•.b'G - - 5EF 5TRUG DtVFrS.TOR I r'NRAP ARQUNV COL. MA°,CMIY XT %9 BASf 4 REINFJ 1 i GONG. GAPTIOL GAP -- - 4 IL �OF YV/►LL AND 91 011 I 112" IN E x 6" OMP. GOP. --I STOREFRONT � � 'r 0. MUL.L ION_ ---- -r __. _._ _ ___ _ GLA55 - 6 1/D" X 2�QiL15. F O.W. DEYGND 4" x O" x 16" SMOpTk--- ! I 4" x 8" x Ib" MULLION, U 5. ALUM. } s :rtic GONGRET[SAB ----- _ _- --- _.�-_� PAGE G.M.U. I -- - _ SEE 5"k,�G U►N65 rOq C.ONGRLT[S��T�ALK SMOOTH "400-5 SCRIES OR 5X-5451! t Rt I - (5EE STRG DnbS) - �w TYI•. • TOWER - -- I Q FACE G M.U. APPROVED EQ: - I ! -L 4" PRE-FAF3 GONG _ T1=MPERLD bL^55----- - vARrFs - _- i - j _ - -SEE PLAN HOR.12,MULLIONCE j - _._ 6" x 12" x Ib" G,M.0 INT. FLR 5LA13 TEMPERED 6LA55 \ •\ ` i - +• O E BASE - - 1 -� t 3/4" OF'F'SET - \ , 1, . 1 FLAGSTONE BASE ; • • � ' .�.. ., �•� VENEER. '" / ti`•(�j , - VENEER. `� I p 9 GONGkLTE FOOTINIS / �� !.UNGR`TE FGOTINb -__.-_.— �_,� �,.��,' GONG, CURB __-__ SILL, U.S. ALUM, U gj GONG. CURB - 400-5' BE-RIES OR S 1 + APPROVED 150. CONT. (SEF 5'RUG.D� ,• ••� (5fr ' •. • 'i i�'i i 0'-0u CONT.2'RIbID 14511tAnON -- FIIVLf� _- - ---..-- ----- -- - CAULK BOTH 51D[S— CONT.? � � \ - - _ -•---___ __.. i1 TYITh RI61D BREAK A�i'm WITH RIbID 9RFJUC A"OI+ND -�- \, FIN. FLR \ \ ` \ \ GONG. &kLK---- F`Ri�ET[R OF GONG SLAB PERIMETER OF COW.:Aa, SILL _YWAL<AAY _N CR::M 5LA5 I SIDE WALL DETAIL 18 REAR WALL SECTION141 - SCALE:- ,/2`:-0' SCALE: _ = -,, SECTION THRU TOWER SILL & H -} ------ SC1�LE. 318 -I-0 6 HOR. MULLION — SCALE: 3'rl'-C' - c I � 1 GONG. TILT (A rA I ' 1/2" RADIUS, TYP. GRIND ___________ ALL CL OF COLUMN -- 7 \.� ALL EDGES SMOOTH. - - - - - ?- ROOFING GLASS- r Z, OVER FLANGES. - __-SHIM T. C HOT MOP ALL � T. FRMCs. -- � , i - r I I/Z" / A5 REQ. d 8" H x 8" W -1 AROUND, TYP, t` 3/16" CHECKED 5TEEL. 8" H x II I I r.O PL. WELD TO RUNG5 OW _ z 24aA. G.I. W/ Ic 1. T.0 R -- - 7„ �„ - FLANGES ALL - T.O FR IG. iG X2 I/2” P,.. LA7Dc4 ----+ -- 5+^iP50N TrE 2'-O eVDE OA,N- a__ '�` ARD,ND, "A NT ROG N� GEE STRuCT. DwG9 ME:7AL 5E) EXT. - �_._.- . �_-._. ._ _ EXP051_D AREA OVER F;_ASC, t E - TO MATCH ADJ. c SCHEDULE. p o dJ SURFACES. - U.S. ALUM, "400-5" SERI 3144) M.B. ---- - ___...___. O AP ROVED EQUAL T.O. BNTNG. CONTINUOUS ---- -- - 1 BRACKET, PROVIDE -- - - JT L CAULKING `--- N — SEALANT l SLOTTED HOLE d E0LT AROUND 50UPPER —_ PRE-FABRIGATF.D-- i^IOOD TRUSS ® 24" O.C. 314"4) 5TL. RUNGS 12"O G WELDED TO STSG BEAM-- --_ i --__ - STRINGERS c �\ 001+A$ONRY - -- - I BRACKET iELVED O I I X5" LONG A.B. z PRE-FAB. METAL- Q A7VNING I � FIN. CLNG. II'-¢ 2 GA. 5TL DOOR, 2'-0" 8.0. FRAMING rNIDE X 8'-C" H16H t-jj U _ PROVIDE 1 1/2 PAIR \� c --- — ___ U W I?O.FRAMINL• ; ►► , 3 1/2" BUTTS ry - -_ OVERFLOW SCUPPER 7 JAMB AT MASONRY WALL. �^: �=- - - Y NONRCMOVABLE PIN5, SCALE: 3"=1'-O° SCALE: 3"=1'-O° \� (� 9'-m" a WELD ONE LEAF TO W I --W - 7.0. MUL+oN 5TRINGER d TAMPER CANOPY AGGE55 HATCH - _ 1 - - 'L �' POOR OTHER LEAF O I ------------- BUILT-UP — � - T - — - ----- - O I CL D _ ROOFING OVER - FLASHING _ 4" x e" x 16" SMOOTH—_ - A5.1 IZ GA, 5TL. aID)r - ---------_--- � cc PAGE G.M,U. I - 5 1/6" X 25 GLIB. PANELS WELD TO 57RIN6ER5 AND BRACKETS, ON THE ° O G.1. SCUPPER ^/FLANGES - - �� F XED i/4" THICK GLAZ - _� 15 EXTERIOR 51DE ' HOT-MOP ALL AROUND _ 4" PRE-FAB CONIC-____- � - - � � � - - _ - I � SILL - _ TYPICAL. • _- WELD 112"4) BENT BAR � 2d GA, G 1.--- \ .._-___ FOR HANDLE n LEADER HE<�D , ' ANODIZED ALUYINJm - 19•. x 2.. x 16.. C M U- ----- � ) I ( j SLOT HOLE IN DOOR ----- ,�/ L5?O�FQ^^✓NT. -_ r'OR PL I ELD 1/2" 24 GA. METAL DOWNSPOUT- ____ -- - --- - �` FLAGSTONE SAW— T 2 X2 1/2' WELDED ON � ; - - _ ' VENCER. SOLII ON END FOR __�______ _.. 4 `� 4" FACTORY PRIME, ) / HE ELEVATIONS. STRINGER W/I/2'4) 0 A5.I �p FIELD PAINT TO T' PADLOCK, FULL MATCH ADJACENT i 1 GONG. CURS.--- - _ ; I 1 RADIUS END. SL'RFAGC I i ISSO 1)r-OR CoNorTR�)CTION _ _ I, FLOOR EXT FI ° RA C- a 'OF' MIDDLE,-- FIN. ill ®, N, _..� 5T. P_ BO TTOM d AT SEAMS, SECURE -) // METAL 51UD5.-----____�. JOB NO. .• � �� a � 4 � INTO CONCRETE BLOCK, a?-651-22 PIOTE: PROVIDE AN OPEN RIBBED- • PLOT DATE • STECL SAFETY GAGE AROUND o� I O•-2�45 -V -_._--- 10'-0' _ LADDER WHEN PARAPET HEIGHT 'NY - _ -- __ N n ARAPPED AROUND �- _ -- - - - PLOT SCALE t SIDEWALK CxGEED5 20' PER OSHA l b" G.M.W. WALL ---.-- 1-1 STELL FLANGE. REf�UIREti1EN T�3 j DRAWN BY 4" GONG. WALK.-----__---- / ( a GONGR) 'L SLAB `J� WHERE iT OCCURS. ./ I SHEET "i'! - -- �_._. WALL. SECTIONS CONNECT ROOF DRAINi -^ -"- SHEFT NO SELO^ SLAB DRAIN, / I ---- A5.1 SECTION THRU CANOPY SCALE : 161ACCESS LADDER a 1 DOWNSPOUT & SCUPPEF� Q COLUMN FURRING ` 7' NG _ SCALE: 3' -0' -� Ir this notice appears clefu'er Ihnn Ihf• docomenf, the document is of mat•virmlafoul gtl:Tt.r)• ( 1�I�lilll�l(I I I�IJill Ill!11 I30 X ISI+I�III�I�I I�IJl�lll�l�l Ill l�lll��It' t l.�I s 1^�ll��l�l�l I, IIIN lft�ht�f ML!iNt tft�►►t _ fi L�ii�►Irt f1!1�+n111;lIhmlmlhnlll111I11u►nnllln II11'�1m�i111�Ilinlllnhlll►— I�1111�Iiilnhln►nnI11n11u1►1n1 Ilnill�l m�nn�;tlr�i '�i►i �Ilirrlll 1 - i OF )ECA• -- i _ -•--- b tzKS 1RAGL MV 2 4& '- 24 6A, 6.1, c.OP1NS a, 55"m5cfaTCP i:'CG. / W/ 2u 6A YV HOLJ TYP LA�RAL SUPPORT RL J1ION8 / DOWN CLIPS, PAINT POINT- C'ETAIL g' �• 51El5Mi1G POST 5GHF91q,E i 1. UP T E'-O" .6f? ;- S 9/6' �: hF,`°I 5111. ` / pQ F r OCT 2k IM „ O / ISA+3E,METAL STUD AT 12 OG. j\ 6 Qw1 Cgpgl ATtrS CnAMfL 5HAfarD TOP PLATE gt- �X II IFfGE FLLrJRE5GENT - 1� y -- t 2. M'-O'TO 10'0'USE 2- 1 5jo-, -_ �Ei c� 4 L Ex+T FIXTUtES �i - 6 NETA4. 5PJD5 AT '2¢U' 16(2'MAX FL46E (fi racBACN, Ai -1 4 A4- � AY �'O.G�1�T SIDE OF MAIN TYPE HONt1d 511tAINT BRAGL' - DO NOTSfC.illir 5n' BD '0 - \ G - - _ --- --- Ft055 I. "IkE 5PLAYEt' LI T FIXTURE ENAMEL PAINT OVER MA50NRY WALL.- ?�fAL.ANT T.O. FRAMINi S. IO'-O` TO 15 O"I.5[ 2- 2 I/2`, AT 4;' IN 4-D; TION. 0 �LCGT. pYyb 9, .NffEF2E OCCURS, SEE 5F'EGS. CQM�YlfSAT'0N GMAKNEL i lE �`117AJVv6ER AT 4'-O'.MYH'JAG- AIR DlflStS � t�•�T 5 �g t _ - _\ \_ e� sA+� NUTS i1 ,vi W�R�S ATTACHED TO EX AUST ('AN IN CEILING - _ _.__ ___. ___,__` � � ;fAIN''u�R i ENAMEL PAINT D',/ER VS R. 3YP. BC, TYPICAL 5EE SPEC- �l ti`. IdlNEit iRAGK IV 2'FLANGE UA1E a x4 TINA FILE `\ / AETEFiNATF: ,p 70 y'o'JSE N ! 5tF 5f'EG TYp - 5E[ ME(:H./EL EGT DW6 S. 6A A5 STIA")5 DO N01 ANG�+GR TO 'Q � ' \ ` � }/4'DIA EM'i=:QUIT 5t15:M G POST rr2 EMi •\ -__ � TIN& 1 F SECURE TO 5EAi.ANT TYPICAL _ TRACK PVI-06 5-12 SCREA EA A g - ,� / 4'S' ��' � _ - -----. &ttt iWiLATIOP / ----- -METAL PRAMINE•, r �` / DU+rL EX GGNVEN ENGE L16HT I r " 5WITCH � OU SET, SE:1= ELECT DvVC�S _. GROSS 5 - -- - METAL 2 -0 -__ a EXTERIOR 5Y'NTHETIG �•� ;' J I/4' TiIOF RUNNER �. GRAB ENO PLASTER SYSTEM i 1 __ r - - WO'GYP WARD FRJM FLOOR T 6' i -FIRE RE513TAti q rA� 6 Q X ABOVE ELN+ ON ONE :+iDE t FL.00R', a * .y2 EXT PLYihGU:� 4 ► � *DMVE ,, DECK ON 0'H-R SIDE 1, - S+ ATH,N6 \ y5. 1 \ 45' _ (i ctl -- _ n n mI M 1 J BOX �-I"I" TO Iq MAIN FaMrER - �%� � HANGER WRE PIE R /� F-5r INGLE ROLL i -SHE -T ' � OR T' +W3 TURNS IN 1 1/2' E ✓I L TYP PAPER HOLDER FLOORIP-:6 A/ C -AGOLSTiCk GEjL;* ''LF o `.✓ \ 6" RUE'jEF' BAaE ( , PARAPET BASE DETAIL � tSEE DES,SN 501-D DAb5) PA _�^ �/ MAN RINSER12 PROVIDE 2- SIO�GREYI�j - 1 TTI r PANf?L 14 INSTALLED SCA:.E. _ = -O" _ rl GR055 RUNNER 4X9x6 r1bH SPLIT FA:G GMu (B) LATERAL.—SUPPORT BRACE 19 17 T7 IMF aX�X b 5MOOTN FAG►' • - AT 17-0'0.6. EACH WAY BCVE-EO EP6F_ CMU GAP - �` CONCRETE BLOCK WALL-- - ---- /�H RIM S" L BE 2 eyAE,E 6 V W!' AT 4-0"OG EXHAUST FAN (ABOVE) I/0'POP RIVET EACH DIREGT141v(EtiGEP! AT LiGrIT FIXTI (g) SE NOTE- : J °` AND AIR DIFP0 ERg 5f 14 EIE PER CODE SWITGJ-+E!:) 1 EAG+ffM,�ER T- ICiHTiN6 FXT RE ►f � LIfiHTIN6 PIX^vRES r+E!6HI�,56 POi,NpS OR � VE, Cf'T p v}}�Y� 5 TO T 5 TVA IIOR:SHALL Sr 51UPPOR)TO DiRL„TLY FRON '•� W/L SEE ELECT 2 AT I�{T FIX^IRDS DOTT[D F'ROvi VY TY EXG OLLOWIN6 GONO!TIONS 5TRuC W AE!Ian BY APPROVED HAWoLR5 DRAAIN65 � .—WALL ANGLE-ATTACH Sxl7Xib SP�tOOTN FAGS GMU - • MAA�i��'7' �' ` A A. ONLY INT --DIATE'AND 'HEAVY GUT Y .,LILING T c - _ EAUI OF 3 8� Fi�� HA �-JI-S5 K A0 ,-'4r� - 4 NOTE: SY51P 5 MAY BE USED POR THE`' ORT PENDANT,+Nkg 1_16011 W F,X 4 ww I. FLUSH CONTROL HANDLE ON r^iATCR G�O�CT O F'AVE EAGh STUD t"1/I U4 LA6 _�b� DNI: BASE" VEvECR A' RUN PLLS ADDITIONAL 1 12 AGE OF L16HTIN6 a; :,. • F t I I r. I f FOUNDATION NOTES: _ w FOOTING SYMBOL, FOR SIZE. SEE SCHEDULE i i rr DEEMNo. DETAIL SYMB01_ SHEETI. FOR DIMENSIONS AND CONDITIONS NOT SHOWN SEE ARCH'L DWGS. AND VERIFY IN FIELD. 2. SEE STRUCTURAL GENERAL NOTES IN SNER ST-1. 3. FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR DUCTS, CONDUITS, ETC., SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DWGS. 4. FOR FINISH FLOOR ELEVATION, SLOPE, DRAINS, I SEE ARCH'L DWGS, I 5. CT.J. DENOTES CONTROL JOINT tg I C.J. DENOTES CONSTRUCTION JOINT I TVP. S3 -1 I \ 1 36-111f 35' -10" - -- NOTES 2006A DW,; cn 1 / I 00 - C r -- — —1 B MARK SIZE THK. REINS (B) REMARKS 6 — ST2 'Yp. Ili I c \, TVP. I --3' -0"x3' -0" 30 x I STI 2 I g} s 1IJ 13 `� f�1 3' -0 x3 -0 12 3-#4 E.W. - - -- ------- TYP 21 1 \ i = I _ C1 4' -6"x4' -6" 12" _6-- 4 E.W. - N a, t sT2 C�] 5' --0"x5' –0" 12" 6_–#6 E.W. U 2'-6 x8' --0" 12" 3- –#4(T&B) #3 TIES®12"O.C. f l I rs] 18'' w 1 " 2– 4 T&B – �o�`P� k (Y I I II SII ' II I 1 2 — -� \� 18' (W) 18" 2–#9(T&B) 3 TIES®I 2"O.C. 8q ti� Q 4A TVP. I + I -= -- [i] N t. H 1 2" #4,01 2" E.W. AS ° w � I I sTI !I + f l l r �� NOTES: rsa�y /�Qti I� 1 I I II / 1 PAD FTG. 0/ 30" OF COMPACTED CRUSHED ROCK THAT EXTENDS _ I 24' BEYOND FTG. EDGE. to / 15j, CONT, FTG. 0/ 9" OF COMPACTED CRUSHED ROCK THAT EXTENDS c 24" BEYOND FTG. EDGE, 0 � _QK�� s SCHEDULE i I _CONSTRUCTION 3 +I� I STI I II o 20028 DWG U I I I EL�21 1E.fi - -_ -- -- - -= - - - f III � IIr FTG BY _J L-OTHERS _ 0I I K'ItIS(T SLAa SCHEDULE TVP. 3 l / I THK. .. carrncx ►1 P. _ sTl2 AREA REINF. SUB-BASE Rca Imo' 1 1Y L. .-� ] (Ps) 1�. SPACG) EMARKS OTHERS TVP. -- --f ' 3 ® 18" IL SSQU OVER r I 1 SALES 4" � 6 MR VISOUEEN O.C. ® MID OVER 8" OF 95X 25'-0" r SLAB COMP. CRUSHED 1C� 3000 ROCK PER SOIL � , 0 ---- --- REPORT -- - --... _- ----- �J `f WALL I�f OTHERS I I -- N 8` OF 95X I 1 'iD_Cw'ALLK 4" 3 �D I B" COMPACTED 1 U.C. ® MiD CRUSNFD ROCK II I ( N 1TC= 2500 SLAM PER SOIL REPORT 15 0' N 128 �,P --- - � • SLAB SHALL BE INSTALLED WHEN BUILDING IS SUBSTANTIALLY ERECTED TO t - - REDUCE SLAB CRACKING. (SEE SOIL REPORT) b I I i I STI 5 i 13 - - --_ - . I LJ s 15 Typ• T STI TYP• 1 I STI II - - _ -_ -- -- ---- - - - - - - -- - - --F - - - E to I ! STI TVP• 0 SCHEDULE a� 1� I _ SCHEDULE Y7777,. 2005E? DWG I rJ CA I 13 1 I+ CJ 2 TYP. I STI j 1 _ J STI 1-7.-,__ I I I I I b U co --- Q n_ r3 _5a STI FOR EXPANSION + I JOINTLOC. I I 1 W 1- N I I Q I 3'-4 3 `4 '_4 '-4 3'-4 _ I I z 4' 1 j < O ! 1 ---- a'-a" I - — _ 22'-0"------- _ 12'-0" ?7-8"- 7-2" r-10" 27-8" 4 U Q II uj - --- 40'-0" 70,_BN T co 5" -0" Q o- - 34'-I 3/!!" 401_0° 38'-I 5/8" 40'-8" 9'-7" � . 4" ------_—__.__--- - ---- ---------- -- . .—__.— ------ - ---_.— 181'-4"------- 5 3 4 5 s s.� Q F-- U L� r7 U Fn rn = JUNE 5, 1995 ?� 93-619.21 ' r� ON@ JULY 3,1995-- - `fib --- FLOOR PLAIN T FOUNDATION PLAN - ___ S 1 ' SCALE � - -- - - 1/8" 1'-0" a -- —-- ---—-- '- --- _ I Hwy,1551' 5 SUP 95.0320 ----------------.-- 11 0f 15 3 ll' tilk notice appears clearer Ih;Ht the doctimew, ;he dornment is of marginal quat1,ty• lI! +1► 1!!4� I1Illllf lllllll Ijl-+lT+tlllfllt I t+f�lf l�lil�l I+—I;il�fl�l+lfl i i+,+If l�l;lf l I�I�If l+lIII! Ilill�l.�ill�lt.t y1j1�11 � l �Ill1l1t1i t tilln nni+0l Irill►�tl ii�rt 1.- iii litrjrlllll Itnlnn,llnlllntllnihnllnllllnlllnlflln,nllhnllinlllmhlnlnnlnnlnnl,Inlnnlnulnmm�hm nnhlll nnitlmnl�h' i�ntl �iitr � ' -, th i ROOF FRAMING NODES: I I8ROOF BEAM SYMBOL ,. 8> DETAIL No. -SHEET No. ROOF BEAM SYMBOL 00) "C GLULAM BEAM CAMBER I. FOR ROOF ELEVATION, SLOPES, WALL HEIGHTS, ROOF OPENINGS, ETC., SEE ARCH'L PLANS AND DETAILS. 2. SEE STRUCTURAL GENERAL MUTES ON SHEET ST-1. 0 3. FOR MECHANICAL EQUIPMENT LOCATION, SIZE, rt OPENINGS, ETC., SEE ARCH'L AND MECH'L. PLANS. 4. FOR DIMENSION AND CONDITIONS NOT SHOWN, SEE ARCH'L, MECH'L AND A/C DRAWINGS, AND .� VERIFY IN FIELD. �f *0 5. TYP. DETAILS NOT SHOWN, SEE SHEET ST2, ST3, ETC. 1 --. ' P 013 N0TLES '1 A l�`�.5 1606A.DWG — --------_...� TYP S3 10 /15 LC 19 HI 19 / 19 �o o �_I O -0" '� A �� C ST2 TYP. ST2 TYP. ST2 TMP. 'ST2 io bs d �J\ _ W21 x68 (HI) W21 x68 (HI) W71 x / G4 ka:' 1 \ - - _ fit; (HI) W I x -- / i 5/x2?/ CSI / LO j 5 x27 C=2" LO � -- s s ( ) /x ( ) _ r I� I L5 x27 2" 6 L, V 4 ) b 13 I f s, �,+ - 5A ' S I; ST2 I� lYP S72 I a O b ;:�'.:::��:�:•'.)';:•'f`• iYP. ch ti �� 'J'-,C. I I — -- ROOF DIAPHRAGM NAILING SCHEDULE z N o 1 � —B—O_ NDRYAR — EDGES DGES IN T ERM. REMARKSNT. EDGES W O o1 Od O 4" O.C. 6" O C. 12N O.C. pp I V 1 �� 0 O 11 0 � U Q NOTE: ALL NAILS SHALL BE COMMON NAILS f l I .�. A S �� II 2xt3 I II �, S4 �j • PROVIDE 2x SUB--PURLINS O EDGES AND BOUNDARIES, SEE DET. 1/ST-2 0 I ro r O 2�4" O.C. SCHEDULE PL ~0 5 NING 1 j SEE 2 I x II - -ST2 - 3 x 1806B.DWG b --1R62x6 I 34 3X6 a TYP. I I JOIST SCHEDULE 4 3 - I( - _ _--._- 5 4xl 0, T rP I 8 P --�—__ c 3xs SIZE REMARKS - -- 3x8 + sT2 I sr2 o MARK _`� �o a o, V IYP. I J1 - 30 KII TYPICAL ROOF JOIST U.N. 3x6 3x6 T-�_ i TG3 T 4 _ _ - � -- D ---__-_____-.-- -------- 2x6 - I J2 24 K6 2x6 ' � _ I J3 18 K3 ---- --__ 3x6 3x6 j - T - 1. ALL ADDITIONAL LOAD, MECH. EQUIPMENT, ARE ADDITIONAL. io THE ABOVE JOIST. TMP' oN b JOIST GIRDER SCHEDULE +g1 ----° 0 I L1o MARK SIZE� _ REMARKS "}� 2 ^I TGI `36 G SN 15k ST2 TG2 36 G 6N 13k i TG3 36 G SN I3k I ; TG4 36 G 7N Ilk -- 3x6 3x6 3x6 I E o 4 3 TMP�� "Iser -- — G TYP 148 S ST2 ST2 sT2 � �y b `—' TMP 1 SCHEDULE Q� 3x8 3x6 I I I903B.DWG - a. - _ Fom II _ ..J U MSTI48 $T2 LA ✓.; � TYP. ' p w I (_ co I F ZZZZ=A b Q rL t I I I I LU I I Q II Z 0 0 C3 40'-0" - -- L CC ' _ " 4� ;------— 00 I! --- 34'- I 3/8° 40__.-0-._... _— 30'-I 8/b" 5.. 40'.—BN_--__-_—____ .--__---_— T9�_� _ t -0' o Q- cr- X - 2 cc - \3� C'13s 0 N V) pnpn Iz Ln O� _u � d RpUF FR4"''vG �^ --- f-�OOF F-RAMINCa SCALE S2 N _ 1 U Pacific Hwy,15532 Bldg.r, BLIP 85.0320 12 of 15 a v If This police appears cleslrer Than the document, the document is of marginal -..> 1,11 . .1 _ __��_---r7 ,IIII I tI�1Hl tItI�INI �IiI111. !i!IIIPII!►fIIIR1IIlHINIIiIINIIIIIIIIN{IIIIIIIRIIAi IIIIHIII!IIIIIIIilllllllfllllllllllli�illlll111illll!I!IIIIfIf1Il111Iipltill Ip1I1111111i1I1 � ilf�4 hill I r 1 1 1 d PI a C ' Gad q O_ v w o 3 Q- .A C" U ca Cj m GRID y /779 as 0 �? -- iUc O a 0'N U N 3 � N I I.-:- Q o GRID 19'-6" A.F,F. ys. IO 'g4 • .—. X95) �' 76� �6i `2) _ LEGEND ` P.RE�A@ TRUSS 7'm STD PIPE FOR FIN SEE ARCH'L O - 9, TS•'x4xl/: Y jR� 9 QQ BEAM SEE PLN FOR SIZE �Y OTHERS � A ® 3"xIHGA METAL DECK SEE ARCH'L FOR FIN OO COLUMN SEE PLAN FOR SIZE 1D CONCRETE ® 2 1/2"x2 1/2"xl/8" CONT BENT PL CONCRETE FOOTING SEESEE APLAN do SDCHD'L IS 1/2" THK PL © CRIPPLE COLUMN SEE PLAN • '--^-• CCS CAP & FLASHING SEE ARCH'L BRIDGING SEE PLAN ® 2x4 O 16" O.C. Q ROOF K-JOIST SEE PLAN 1- �- 16" O.C. 1,5' U' A.F I-. -4 — — -y � I.S'--U'" A.F.F.- (32.60 2X JOIST SEE PIAN © 2x8 O 16' O.C. CONCRETE BASE W/ ® 2.10 O 16" O.C. -- T a-#4x (3 2.12 A 16" O.C. #3 O 8" O.C. _r 1 y 0 A F 2-N3 O .OP 2x6 BRACE O 48" O.C. W/4-16d EA END F © CONCRETE CURB W/ 1--#4 CONT UNO ® ROOF SHEATHING SEE PLAN 10`-0" A.F.F, 1-#4 CONT UNO Q 3/8" PLYWD W/ 8d O 6:12 �2) ® do CMU O 32"L 0 S.G. �H! /U130 O 16" O.C. (V) ® 112" PL1'WD W/ I Od O 6:1 2 /'1 CONCRETE SIDEWALK SEE ARCH'L FOR FIN 02-2x CONT PLATE Q { 0 3x NAILER P/T W/ 5/8"0 A.B. O 32" Q.C. 2x CONT PLATE W/ 16d O 4" 0 C. LINOO 7 1 ® 2 #5 CONT (TScB) B� 2x CONT PLATE W/ 5/8"0 A.B. O 24" O.C. ( 1 Lu ,i' i I / #4x a 24' O 24" O.C. 2x BLK'C C) \ 4x BLK'G G lit, rte, 0 Q i � 2x CONT LEDGER W/ 3-16d O 16" O.C. cc 3x PL W/ 3/8"00" LAG SCREW O 24" O.C. UNO O 1.L - ® UNO 0 SCREW EA UNO = CJ j' 4 1 SIMPSON U" HANGER r^ _ + 31 ® I 1/4"x4x18CA MTL STUD O I6" '�.C. Cc(p� H2,5 EA SIDE EA STUD VJ a u i 1 3/8x6"xl8GA MTL STUD O 1 b" O.C. n35 N ti 1 3/8x8"r18GA MTL STUD O 16"- O.C. t�a 5122 O 48° O.C. + �a 13%8x6"xI BGA BRACE O 48" O.C. W/ ° 4-410 SCREWS EA END B.N. W, BLK'G F.._ ut (9 MTL DECK SEE PIAN FOR SIZE di DIRECTION 9 B.N. W/ BLK'G & A35 O 16" O.C. • 1 6GA TRACK 'g ST9 E-A SIDF 1 f24� (�31 1 -#10 SCREW EA SIDE EA STUD LINO ° 4-16d EA UNO f 41 / c 0 rc i / J 4 0 16(;A TRACK W/ 5/8"I A.B.•S A 32" 0 C. 6.10 g 0' -0" F.F. / �x V11 -_:._:r= (7 I6GA MTL BLK'G 6x6 POST n - ------._ _— - SIMPSON COLUMN CAP + U / - - 11177-Ij1' / I - 6. BLOCKING _ 2: 7- -r 2 2N } g 21 20 C'ocinc Hwy 15532 Bldg. - _ __ .- _ - i �. _ S3 13((p 95-o37n 9 - -- - -------- -13 ----_ n If Ihit nulic( apI)c;lrs clr;urr Ih;u1 the document, the document is of marginal gna�;il. �illl 1111 W #��>t ` ►� + ►t!�+ I�+II►I�I�i�igliIIiII11111 il11111111I11 + _ V 1 1 n1�1�1 Ift111� ,,• dnl+In11nn Iu11m11n11hn11n1lIIm u11iu11 llnlnnhlnlnu�m1111111n1111111mIiInI1m1111n1111111111 Im1m1 1141111W^40 ih C� 05 TYP. ;� T_ ---- --- --- -- - - -- STOREFRONT SEE ARCH'L � SHOWN - � U BLOCKOUT FOR a v L.►l, BEND ALT. BARS -"-- '- , AS SHOWN DOORS AS REQ'U 1 ,� 480 (24• MSN.) I (3) r4 DOWELS x 48" ,,.� LAP SCHEDULE LO. O 24" O.C. I - ---- QENERAL NOTES % (4 r4 CONT. T&B _ LAP LENGTH U.N.Q. / I - 2 ;YP. SPLICE SEE GENERAL NOTES SIZE MASONR fe=36OQ s fc=3000 Y �� SIDEWALK SEE ARCH'L I 48o CLASS '9 OASS 'AgI p:LE_ 4D (2 1/7 MIN.) - +: DO 'IJ LAYER (�� CURB SEE ARCH'L C5 i r I � 3/ 2s• 2•._0" 2'-0" 1- ---- - ,/ 24• z" 4" r-Y _ STEEL TRUSS DRYPACK T ALL MATERIALS do WORKMANSHIP TO CONFORM TO: I. DRYPACK SHAM BE 5,000 PSI NON-SHRINK GROUT, FIVE 1991 UNIFORM BUILDING CODE AND LOCAL CITY ORDINANCES. br_ 30• _ 2'-11' �;-g" I) DESIGN ROOF LOADS: STAR OR EQUIVALENT APPROVED. s' .� 3_t• DEAD LOAD - 16 PSF 1---- Q LIVE LOAF) - 25 PSF NON-REDUCIBLE 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLAT (NON-REDUCIBLE) ES PRIOR TO Sfj %/ 47 4'-1' FRAMING MEMBER IS INSTALLED. DIMENSIONS �} tt 3'-r 2j TRUSS JOIST AND GIRDERS SHALL INCLUDE 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER 1. CONTRACTOR SHALL VERIF',' ALL DIMENSIONS ON JOB SITE --�j� _ d� 48" 4'-� 4'-3' ALL. THE HORIZONTAL AND VERTICAL WEIGHTS COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND Df- - ` A II j I (I- - I � � � OF THE SPRIKLER SYSTEM IN THE DESIGN INSULATION. - - ~9/ 54' 6' 2" 5' S" MENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITEC ,T{!� -1 -SEF SPRINKLER CO. DRAWINGS. TURAL AND STRUCTURAL, DRAWINGS. ANY c B �(I�_ I --_�,/ � _N 60" 7' -t t' 6'-t�' DISCREPANCIES IN �� e' ], `4l - 3) FOR SUSPENSIONS FROM ROOF ,AIVD ALL WOOD FR I AM ND NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION YIN. _ SPECIAL LOADS CARRIED BY ROOF JOIST OF THE ARCHITt CT BEFORE COMMENCING WORK SO THAT PRO-- 1. ALL WOOD SHALL CONFORM TO THE CHAPTER 25 OF U B.C. PER WORK CAN BE EXECUTED. �INL,�E-�� b_ � I�+IIID _ � � RADIUS OF BAR - � ---- AND GIRDER SEE ARCHITECT, ELECTRICAL, ,- I of BUS BEND MEASURED -- �. ALL STRUCTURAL FRAMING MEMBERS SHALL BE GRADE 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CON- FOR 1:11,11 MECHANICAL, INCLUDE AND INTERIOR DESIGN MARKED DOUGLAS FIR AS FOLLOWS UNLESS NOTED OTHERWISE TRACTOR SHAI-L FURNISH AND INSTALL ADEQUATE SHORING, ON THE INSIDE OF BAR DRAWING AND INCLUDE. ALL LOADS IN MEM- ON PIANS (MOISTURE 19� MAXIMUM L" SEE SPLICE IN DETAIL I/. - _I wN. j f' 2 1/2 D FOR r2 ONLY BERS' DESIGN. )• BRACING ETC,C REGJIRED TO SAFELI' EXECUTE ALL WORK AND A. ALL HORIZONTAL FW%MING MEMBERS AND POSTS SHALL SHALL BE FULLY RESPONSIBLE FOR THE SAME. INTERLOCK A11. CORNERS AND INTERSECTIONS, NO � �� _ '0 FOR r3 THROUGH A8 HE D.F. N0. 1. •3. DETAILS AND CONDITtO - TOOTNING ALLOWED. 4) DESIGN OF ROOF JO1SI S AND GIRDERS AS NS NOT SPECIFICALLY SHOWN SHALL - '-" 4 1/2 D FOR r9 THROUGH rt 1 SHOWN ON PIAN DOES NOT INCLUDE POINT B. ALT. STUDS AND BRACES SHALL BE D.F. NO. 1 BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR tj L.DADS AS INDICATED ON PLAN OR DETAILS. SIMILAR CONDITIONS AND MATERIALTYP. FOOTING OR WALL REINFSLAB AT STOREFRONT _ _ 2 ALL eQl_Ts SHALL BE STANDARD MACHINE BOLTS BAR BEND SPLICE DETAILS OR STEEL PL WA"HERS WHEN HEAD OR NUT BEARS WOOD.01 U3.DWG il 3120.DWG � 0701.DWG 1 5) ALL ROOF- JOISTS Sr'4�_L HE DESIGN FOR AN p ww e b � - - ADDITIONAL 1,000 LBS AT ANY PANEL POINT. HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/32" DESIGN LOADS DESIGN GIRDER FOR AN ADDITIONAL LOAD OF LARGER THAN THE NOMINAL 801.7 DIAMETER. TIGHTEN ALL. 2,000 L9S. AT ANY PANEL POINT, BOLTS BEFORE PLASTERING 1. SEISMIC COEFFICIENT ---! 0.1,58 (ZONE 3 ) (3) 3. NO STRUCTURAL MEMBER SHALL. BE CUT WITHOUT THE APPRO- 2 PRESSURE RE - 1991 UBC WIND RESSU O MASONRY WALL TRENCH SHALL _ _ 6) CHECK IOP & BOTTOM CHORDS FOR 500 LBS VAL OF THE STRUCTURAL ENGINEER. ANY CUTTING, NOTCHING, (EXP. ; SPEED-80 MPH; WIND- 15.4 PSF.) o �'"- �I� BACK FILL COMPACT 1 r5 VERT. O 24" U.C. � � t:cus sa.m IN BENDING. © � _ O WOOD STUDS, SEE � TRENCH PER SPEC'S a NOT UNDER- BORING OF WOOD SHALL CONFORM TO THE LOCAL BUILDING 3. ROOF OR SNOW LOAD -- LL = 25 P.S.F.��_ ABOVE OPFN'G '� ! � +a. 1 CODE. (NON-REDUCIBLE ARCH'L DWGS. V AND SOIL REPORT MINE WALL FTG. 33 MIN. J- 2C WN, { 7) FOR ROOF DECK WELDING, SLE 5/- 4. TYPICAL SILL BOLTING SHALL ) ,•_r- O2 HOOK ALL VLftT. I L BE 5/8" DIA. X 1(Y ANCHOR . !� 5j8"d A.B. O 2� -- NO TRENCH PARALLEL. y�1 _ - _ ALSO NOTES THIS SHEET FOR 90LLS AT 4'-0" O.C. PROVIDE ONE BOLTS WITHIN NINE REINF. _ 7 THIS FOOTING BELOW I *j I T 3 2-15DEN2VE6TFOR (7J � T-- LL 1 8 - (- ) 5. UNLL-SS OTHERWISE NOTFD ON PLANS, ALL STRUCTURE PREPARATIONS DEPTH OF � 32" O.C. ROOF CONSTRUCTION. NOT JSED IN,NES OF EACH END OF EACH SILL PIECE AND AT CORNERS. SITE PR 1 40 ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEP FILL CELLS SOLID ,t URE PLY- FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- O BOLT � � � (3� NO PIPES SHALL ! I I r { ) ) STEEL JOIST AND GIRDERS SUPPLIER TO W00[. SHALL HE INTERIOR GRADE PLYWOOD WITH EXTERIOR x PENETRATE C3� WIDEROPEN'CS( 10'--Cl" OR II SUBMIT CALCULATIONS AND SHOP DRAWINGS DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- a� F r� ENFTRATE FOOTING h C - WIPER (UP TO ROOF) 1 SIGNED BY REGISTERED CIVIL OR STRUCTURAL GLUE. STRUCTURAL I CONFORMING TO PS 1, LATEST EDITION. c c c s, II I CREPANCIE, BETWEEN THE COIL ENGINEER', REPORT AND THE i U I/2"f STUD (5/8"}d _ t SYSTEM fl 6. FOR NAILING (ALL NAILS SHALL BE COMMON NAILS U.N.O.) OF FOUNDATION PLANS MUST O SMEAR WALL __- IJ.N.O. {{{ BF BROUGHT TO THE ATTENTION OF -- � ENGINEER TO THE PROJECT DESIGN ENGINEER BOLTS O 32" O.C. = t (4) PROVIDE SLEEVES 4 2-r5 MIN. FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP LUMBER SEE TABLE 25-0 OF U.B.C., LATEST EDITION. THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION _ _ -- - 7. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL SO THAT PROPER REMEDIAL WORK CAN BE FOR ALL PIPES • - �2) DR/,WINGS AND CALCULATIONS SHALL BE BE PRESSURE TREATED DOUGLAS FIR UTILITY GRADE OR FOUN- PERFORMED. EA. SLOE 5 DOWEL VERT. BARS • SUBMITTED TO THE CITY DEPARTMENT OF DATION GRADE REDWOOD. \ © STEEL COL. SEE NOTE 2 _ 4 b� I \ INTO FTG. O DOOR r6� I BUILDING & SAFETY FOR APPROVAL. SEE PLAN , �3� BELOW _ _ --- Z �I 8. ALL LEDGER BOLTS SHALL BE SET IN WALLS TO INSURE PRO - �- - OPEN'G TYP. 4 DRAWINGS MUST REFLECT COMPLIANCE WITH �• _ U.B.C. CODE, STEEL_ JOIST INSTITUTE AND PER Fi00F SLOPE PER DRAINAGE PLAN. VERIFY ALL CONDI- CONCRETE 6 SOLID FILL O - - -� _ _- - --- _ TIONS PRIOR TO SETTING BOLTS. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION, 9. LAG BOLTS ANO SCREWS SHALL. BE PREDRILLED. THE DIA. OF 1• PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO �N.) �- -- REINF. TYP. A.S.T.M. SPECIFICATION C 150. AGGREGATES SHALL BE C7� LINTEL BARS SEE I� 1I 9) FOR ROOF DRAINAGE AND HEIGHTS, SEE PREDRILLED RULES SHALL HE 6071 OF S'iANK DIAMETER. THE 1. NOTES BELOW !'l4IE + ARCHT'L PLANS AND FIELD VERIFY. THREADED PORTION OF THE SCREW SHALL BE INSERTED BY NORMAL WEIGHT CONFORMING TO A.S.T.M. SPECIFICATION NOTES PIPE MORE THAN 3'-0" BELOW BOTTOM OF FTCS , TURNING ,ITH A WRENCH, NOT BY DRIVING WITH A HAMMER. C 33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS `" W STEP FIGS. AS PER DETAIL 6/, NO PIPES ALLOWED IN MIN. LINTEL E"x24" LLN.O., FILL ALL CELLS SOLID. 10) FABRICATION, ERECTION, AND BRACING OF OPEN WEB STEEL JOIST AND JOIST GIRDERS PENETRATION OF THREADED PORTION SHALL DE 7 DIAMETER THAN 0.049:. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED FTG STEL'. PROVIDE SHORING AS REQUIRED BY CODE. TO CONFORM TO STEEL JCXST INSTITUTE STANDARDS ANO DESIGN SPECI�IC.4T10NS OY MiNIMU4. BY SOIL CONDITIONS --- SEE SOfL REPORT. 2. IF FTG. IS PLACED PRIOR TO PLACING PIPE, PLACE PIPE REINF. AROUND OPEN'GS !S IN ADDITION TO 570. AMERICAN INSTITUTE FOR STEEL CONSTRUCTION (A.S AN 10. WHEN LAMINATING VERTICALLY 2-2" X MEMBERS TOGETHER, 2, ALL. CONCRETE SHALL BE FROM DESIGN MIX OF 3000 PSI ANC CONE. BELOW FIG. TO WITHIN 2" OF BOT. OF FTG. WALL REINF.. GROUTED LINTEL ABOVE SHALL BE: USE 16d NAILS AT 9" O.C. STAGGERED. AT 28 DAYS. CONTINUOUS NSPECTION IS NOT REQUIRED UNO. 27b' E ANC, DRYPACK THE REMAINING 2". 8"x24" MIN. LINTEL., W/2 - 5 UP TO 4'-0" OPENING 11) PROVIDE CAMBER AS REQUIRED PER MFG. CO. DESIGN AND SPECIFICATION I 11, ENCS OF WOOD MEMBCRS ENTEkING MAXIMUM SLUMP SHALL ESE 4 INCHES. DSL- V)Nl 8"x48" MIN. LINTEL, W/26 UP TO 10' -0" OPENING; S. INSTALL MASONRY WALLS SHALL MUM OF FIVE 3. FTG. CONE. FILL AROUND SLEEVE BEFORE POURING AND BRACE PER MFG. CO. DETAILS AND SPECIFICATIONS. VERIFY HAVE A 1/2" AIR SPACE AROUND T SACKS OF CEMLwT PER CUBIC YARD. F c 8"x72" MIN. LINTEL, W/3 5 UP TO 15'-0" OPENING N" NUMBER OF JOISTS D OP. END AND SIDES UN- LOOK IAB ON GRADE: FTG. (FULL WIDTH OF FTG.). LESS WOOD IS TREATED WITH APPROVED PRESERVATIVES. PROVIDE 3000 P.S.I. CONCRETE --- FOR QUALITY OF 4 - r6 Ac FILL CELLS SOLID FULL HT. ABOVE ALL SPACES OF GIRDERS 1N F!F!-D TO CLEAR OPENINGS ETC. PROVIDE SPECIAL MEMBERS CONCRETE ONLY, CONTINUOUS INSPECTION IS NOT REQUIRED. 4. ALL PIPE SLEEVES TO BE 2" LARGER THAN PIPE. OPENINGS 15'-0" AND WIDER (U.N.O. ON PLANS) WERE NEEDED AT EQUIPMENT LOCATION AS SHOWN ON PLAN, VERIFY IN FIELD. 12. ALL HARDWARE Cr,gNECTING WOOD MEMBERS SHAI L BE RE- CESSED WHEN t+FQUIRED BY ARCHITECTURAL FINISH. VERIFY 3. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL TYP. STUD WALL CONN. '1� TYP. PIPE INSTALLATION AT FOOTING 12) JOISTS AND GIRDERS INDICATED ON PLANS AS MANUFACTURED BY VULCRAFT WITH ARCHITECTURAL PLANS, TYPICAL. CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITECTURAL_ TYP. BLOCK WALL OPENING DIVISION OF NUCOR CORPORATION. DESIGN CALCULATIONS AND SHOP DRAWINGS To BE & M MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES. MOULDS, O104,DWC 1006 PWG 2 SUBMITTED TO THE BUILDING DEPARTMENT AND STRUCTURAL ENGINEER FOR APPROVAL FLOORHINGES, ETC., TO BE CAST INTO THE CONCRETE, ` - 0101.DWG �\ PRIOR TO FABRICATION. 4, VIBRATION OF CONC. SHALL BE PERFORMED IN ACCORDANCE (SLUED LAMINATED MEMBER WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. m C) U A• _ -+ I3 PROVIDE SPECIAL SUPPORT AND FRAMING FOR ROOF EQUIPMENT, PLATFORM, OPENIN;S, 5. CONCRETE SHALL BE MAINTAINE=D IN A MOIST CONDITION FOR ? _ fj� ETC. PER MECHANICAL DRAWINGS, VERIFY IN FIELD. 1. ALL LAMINATED LUMBER SHALL BE PROPERLY KILN--DRIED A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED 4) C'J 8" CONE. BLK. WALL 8'C til: • WALL 5' - 14) PROVIDE SPECIAL FRAMING AND SUPPORT FOR GLUE LAMINATING AND MOISTURE c� , ORT AROUND ROOF E CONTENT SHALL NOT CURING COMPOUNDS MAY BE USED !N LIEU OF MOIST CURING. ' O GROUT SOLID W/ �� OURO-WALL RAPID EXCEED 12X. L y yF 5 O 16" O.C. (v) -L'J U GROUT SOL1Q ALL CELLS --{2� CONTROL JOINT OPENINGS AND SUSPENSIONS. ANGLES 4X4XI/4 INCH. MIN. 2. ALL MEMBERS SHALL CONFORM TO UNIFORM CODE, -ABLE: ►5 O 32" O.C. (H) BETWEEN JOISTS T'leP. VERIFY LOCATIONS WITH ARCH'l., SILICONE SEAT, BOTH {� MECH'L, PLUMBING, AND ELEC T'L PLANS IN FIELD. 25 C-1• DOUGLAS FIR - DRY CONDITIONS OF USE. � TYP. U.N.O. O3 r5 VERT. BAR SHOWN %4\ o SIDE AFTER REQ'D CONST. �} MINIMUM REQUIREMENT: SHEAR f(v)=165 P.S.L; REINFORCING STEEL �^ IS COMPLETED TO MATCH ls) PROVIDE ERECTION 13RACINGS AS REQUIRED BY CODE. F(c)3 = 450 P.S.I. ON COMPRESSION AND TENSION FACES; 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER- U. '2� DOWEL EI MATCH �`J {4� �2 TIES O 8' O C. P. E=1.8 X 10 P.J.I. MIN. USE 24F-V4 COMBINATION FOR VERT. REINF. (48d IAP) - r ` MORTAR JOINT / 16) MAhfMUM JOIST SPACING IS 8'-0' TYPICAL FOR JOB. 0 MEDIATE GRADE CONFORMING TO A.S.T.M. SPFCIF CATION 3 SIMPLE BEAMS AND 24F-V8 FOR CANTILEVERED BEAMS. A615 GRADE 40 FOR BAR N.O. ~-'� �� VERT WALL DOWELS 1 �-' SEE ARCH'L DWG. I7) DESIGN ROOF- MEMBERS FOR 35 PSF UPLIFT (MIN) 3. USE ADHESIVE WATER RESISTANT CASEIN TYPE GLUE WITH FOR BARS S �4 AND SMALLER: A615 GRADE 60 SEE PLAN �3� EVERY OTHER HDR. INCLUDING DEf D LOAD. p5 AND LARGER. MESH REINFORCING SHALL BE 2-�4 HORfZ. CONT. --�- MOLD INHIBITOR CONFORMING TO FEDERAL SPECIFICATIONS c 4 BOND BEAM REBARS _ , 6X6 - W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING /8l , TO BE CUNT. THROUGH _ 18) ALL SUPPORT POINTS OF ROOF SUPPER STRUCTURE SHALL MMM-125 (WET--USE EXPOSURE CONDITIONS). TO A.S.T.M. SPECIFICATION A 185. r4 e'I-2i� O 24" O.C. 4. FABRICATOR SHALL FURNISH ARCHITECT AN AIT I + CONTROL JOINT BE LOCATED AT JOISTS PANEL POINT TYP. FIELD VERIFY. C" NSPEC- 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY i A TION CERTIFICATE, CERTIFYING THAT THE CLU-LAM MEMBERS LAPPING 40 BAR DIAMETERS IN CONCRETE, 48 BAR DIAMETERS _" I ..., �. E S O FOR CONE. SLAB REINF, - (� 2-N5 VERT. BARS WERE PRODUCED IN ACCORDANCE WITH PROVISIONS OF "AITC" IN MA50NR( WITH do BASE, SEE PLAN INSPECTION MANUAL FOR STRUCTURAL GLUED LAMINATED 3. MIN. Ap OF WELDED 24 INCH MINIMUM LAP EACH CASE. `� I O EA. SIDE L LUMBER. ELDED WIRE FABRIC SHALL BE 6 INCHES OR �� I -�15 CONT. U.N.O. -- - / 0 EA. O CELL ONE FULL MESH, I E , WHICHEVER IS GREATER. 5 ALL LAMINATkD BEAMS SHALL CONFORM TO INDUSTRIAL AP- 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND 7 BEND ALT. BARS - _ '� _ � I 3 - PIAN. PEARANCE GRh7E UNLESS SHOWN OR SPECIFIED OTHERWISE. ! J SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, - - �4 FCR. TIES O 24" O.C. _ 6. AT 0 & BOTTOM OF ALL TENSION LAMINATION REQUIRED TOP UNLESS NOTED OTHEF k'SE ON PLANS. �_- Z' INSPECTION CANTILEVER GLU-LAM BEAMS. 5. PROVIDE SPACER BARS SPREADERS, CHAIRS, BLOCKS, ETC., WRAP FOR FUTURE WALK -r - -- - -___ '' 6 r`- 0 CE �J 7, IN USE TEMPERATURE OF GLU-IAM BEAMS NOT TO EXCEED AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. OR SLAB- SEE PLAN z'' •- Z+ � I. GENERAL INSPECT!GN: PER UBC CHAPTER ;S SECTION 305 150 DEG. F. 6. REINFORCING AS TNI OCCURSLai 4 I�� THE OWNER SHALL EMPLOY A LICENSED ENGINEER OR ARCHITECT 8. Al_L CLU-LAM MEMBERS EXPOSED TO WL'ATHER SHALT. BE G GARS CONFORMING TO ASTM A706 SHALL BE _ cn _ SPACE JOINTS O DIST, E0. TO WALL HEIGTH x1.5 OR RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR HIS PROTECTED WITH AN APPROVED PRESERVATIVE. USED FOR RE-BARS REQUIRING WEI-DING. yv `"�T _ _ -� .- 40'-0" t O.C. IAAX.. EXTEND FROM TOP OF FOOTING DESIGNATED ENGINEER OR ARCHITECT TO MAKE SITE VISITS }"•'� hQj�; / TO TOP OF WALL. TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED E - D/ v� SEE ARCH'L EXTERIOR ELEVATION (NO CONTROL JOINT STRUCTURAL PLANS, SPECIFICATIONS AND CHANGE ORDERS. MASONRY SEE PLAN -� EXTF Ly WALL HORIZONTAL -+--/� ---.-- 4l' \ WITHIN 2'-0" MIN. OF OPENINGS OR PIERS). " REI,'VfORCEMCNT THRU PIER �A l TFiE ENGINEER OR ARCHITECT SHALL SUBMIT A .;TnTEMENT GENERAL FOUNDATION NOTES 1. CONCRETE BLOCKS UNITS SHALL BE GRADE N-1" CONFORMING ALL CHORD REINF. TO HE CONTINUOUS. fN WRITING 'TO THE BUILDING OFFICIAL STATING TI SAT THE TO THE A.S.T.M. SPECIFICATION C 90 FOR LOAD BEARING `�/ 2ITE VISITS HAVE BEEN MADE AND THAT ANY DERICIENCIES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. MEDIUM WEIGHT UNITS. Fm-1500 PSI. CONTINUOUS INSPECTION '•-•�- MASONRY WALL AT FOOTING �� -" NOTED HAVE BEEN CORRECTED. SOIL_ REPORT SHALL BE PARE OF THIS NOTES. M REQUIRED. TYPE OF BLOCK AND FIRE RATING �" WALL PIER PLAN C !. SPECIAL INSPECTION: PER LIBC CHAPTER 3 SECTION 305 do 306. PRIOR TO THE: POURING OF CONCRETE, THE SOIL ENGINEER EX PAN S I 0 N JOINT SHALL INSPECT NO APPROVE THE FOOTING EXCAVATIONS. HE OF WALLS TO BE CHOSEN BY THE ARCHITECT. Qj 2101.DWG - 2115.DWG DU-i1EiS do RESPONSIBILITIES OF THE INSPECTOR: SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING 2. BRICK MASONRY SHALL BE REINFORCED, GROUTED WITH GRADE 0102,DWG MW UNIT CONFORMING TO A.S.T.M. C 62 AND 2,500 PSI a A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK WORK INSPECTOR THAT THE WORK SU INSPECTED MEETS THE CON- ASSIGNED FOR CONFORrAANCE WITH THE APPROVED DITIONS OF THE REPORT, A WRITTEN CERTIFICATION TO THIS MINIMUM STRESS. DESIGN DRAWINGS AND SPECIFICATIONS. EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT 3• AGGREGATE FOR MORTAR SHALL CONFORM TO A.S.T M. C 144. G) r31 - �A' I B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION 4. MORTAR SHALL BE TYPE M CONSISTING OF 1 PART POR LAND -? �� FOR FINISH, SEE PLAN I 1-- I� • ` UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES " �/• � (� SLAB, SEE PLAN +�__-._-_ REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER N NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING CEMENT, 1/4 PART LIME PUTTY, AND NO MORE THAN 3 TIMES -_ ARCHITECT OF RECORD, do OTHER DESIGNATED PERSONS. INSPECTOR. THE VOLUME OF CEMENT AND LIME USED. .`) r: '�2 SILL IQ SEE SHEAR ',YALE SCHEDULE ~�Y `-'-• � ALL DISCREFANGIES SHALL BE BROUGHT TO THE IMMEDIATE ROUT SHALL CONSIST of 1 PAR P c � _ I O 5/8"fix 1'-4" LONG - _____ __ __ _ SMOOTH DOWEL O - ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, 2. SOIL REPORT BY; PACRIM GEOTECHNICAL 5' T PORTLAND CEMENT, 3 PART, i 3 FLOOR ;LAB, SFE PLAN -- -- --- _ F UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND S.E. ES 0 r RASE OR RFA�_FW ONE ENO. �� =-�I I--I hI I i 3234 S 39th AVE. SAN D NOT MORE 1/10 PART LIME PERMITTED. FOR GROUT PORTLAND, OR. 97202 SPA F 4 INCHES OR MORE IN BOTH HORIZONTAL_ DIREC- ld COLUMN ANCHOR BOLT c ;i i -I TO THE BUILDING OFFICIAL TIONS, ADD 2 PARTS PEA GRAVEL. GROUT SHALL OBTAIN 2,000 �- I FLOOR SIAD JOINT R =- �„=L,,,1_,,,_.: � r4 CONT. TOP do BOT. AS REQUIRED, SEE PLAN C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED P.S.I. MINIMUM AT 28 DAYS. PROVIDE TESTS IF REQUIRED ,0 / 1 2 2'-O' SQ. POUR TS 4x4 Ilx1lx3/4 - 4-3/4"0 A.B. (3 SAWCUT OR PLASTIC JOINT REPORT STATING WHETHER THE WORK REQUIRING SPECIAL BUILDING OFFICIALS. 5' FOR BASE, SEE EDN. PLAIT -_ U - --- -- i QQNTROL JOIN1 A INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S to �6� 1 I I AFTER COL. ERECTION -TS-4x4- 5x5 12xl 2xl -3/4"0 A.B. SEF SPECS. OR SHALL KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS 3. SOIL REMOVAL AND RECOMPACTION SHA 6. GROUT ALI. CFLI_S SOLID, TYPICAL UNLESS NOTED OTHERWISE. W14x53i 18x16x1 3 BE SAWCUT FOR CONTROL � 4x - BASE fQ (SEE PLAN) -�/4"0AND AND THE SHALL BE DONT PER S011_ GROUT LIFT SHALL BE LIMITED TO 5'-0" WITHOUT (NSPEC- - 06 O I8" O.C. (ALT) `5 3 W/4--J/4" AB. - -- JOINTS AFTER .INITIAL 2� 1• PROVISIONS CURRENT BUILDINGI LE WORKMANSHIP VSREPORT TANECINSPECTION.NDAONS UNDER SOIL ENGINEER'S SUPER- TION BLOCKOUTS, THE THICKNESS OF GROUT BETWEEN BLOCK ___ _ CONCRETE HARDENING) AND REINFORCING STEEL_ SHALL NOT BE LESS f HAN 1/2_" AND ) ON I 1/2' DRYPACK 4. TYPE OF POUTING --- SHALLOW, SPREAD FOOTING SYSTEM. (� 2x STUDS O 16" O.C. _ _ - - ITEM CONTINOUS PERIODIC REMARK MIMIMUM BETWEEN PARALLEL BARS NOT LESS THAN )/4". �5 BAR TYP. - K EMBEDMENT 24" HEIAw LOWEST ADJACENT _ INSPECTION INSPECTION 7. IF WORK IS STOPPED FOR ONE HOUR OR LONGER, PROVIDE A NATURAL GROUND OR COM-- HORIZONTAL CONSTRUCTION JOINT BY STOPPING THE GROUT --•-�-� -•--- a. .--��_. � 'OLJCRETE- YES PACTEO FILL. -- � CONE, SLAB 3c BASE t. � •6 TO 12 HOURS AFTER - i _ DESIGN-3000 PSI SEE EDN. PLAN TYP, uj PLACING OF CONCRETE - CONT. Fi!S GRAD BMS] - __ DESIGN SOIL PRESSURE: 1 1/2 BELOW THE TOP OF THE BLOCK. � I__ GNCREA NO YES DESIGN-2000 PSI CONTINUOUS FTG. 2000 PSF S. PROVIDE 2-#5 VERTICAL BARS AT ALL ENDS, CORNERS, JAMBS C� NELSON STUD BOLT TO _ AND INTERSECTIONS OF ALL MASONRY WALLS UNLESS NOTED OR f-� -----_ _ /1 I -I j COL. PAD 51A8 ON GRADE QUALITY-3000 PSI II ISOLATED FIG. 2000 OR 3000 PSF SHOWN OTHERWISE. Q 0 I CONN.ARC'WOH'L STUDS 1'-rT 1'_r 57RUCTURAL MASONRY SLEND R WALL DE- 9. CONTRACTOR SHALL ADEQUATELY AND R!(',IDLY BRACE A O L I SEE ARCH'L PLAN I �Y `"" --- -- (MAIN BUILDING WALL) YES SIGN FULL STRESS) 5. SLAB BASE AND COMPACTION 70 BE IN ACCORDANCE Willi ALL MA- * 1 STFFL COL. SEE FDN I TYP• �'" M � � ) U.N.O. `�,, ONSTRU�TIQN JOINT B� I'm VERIFICATION: SOIL RLPORT'. SONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY ERECTED. C� I PLAN FOR SIZE 6c LOC. AQ1L UNIT STRENGTH 0 6. FOR ALL DIMI'NSICNS, CURBS, SLAB DEPRESSIONS STOP, _ - FOR SLAB AND BASE SEE FOUNDATION PLAN PRISM TEST ❑ FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND LLI __ _ _ TEST RECORD 0 CONDUITS. SFE ARCHITECTURAL., MECHANICAL, REFRIGERATION, STRUCTURAL STEEL AND MISCELLANEOUS InON � 0" MIN q --•- do CE ALICATIONS. FIELD WELDING - YES - AIR CONDITIONING, Pl UkABING & ELECTRICAL DRAWINGS, O UNLESS SHOWN SPACE ALL JOINTS A 25'-0"t O.C. MAX. - TRENCH BACKFILL AS PER SOIL REPORT REQUIREMENTS. I. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM �- O SEE FOUNDATION PLAN, HIGH-S? P. NAI BOLTS YES UBC STp`N0. 27-7 7. BOTTOM OF A CCLUMN FOOTING WITHIN A DISTANCE EQUAL TO A.S.T.M. SPECIFICATION A-36. PIPE COLUMNS SHALL CON- Cc ON PLAN I/2" PREMOI.DED JOINT FILLER O 15'-0" O.C. MAX. ROOF DIAP. NAIL'G -- _ YES - TRENCHFORM TO A.S.T.M. SPECIFICATION A-53 CRA -- -� - O WALKWAY, SEE ARCH'(_. ALL SHEAR WALL YES - -_ V�TION ASBOTTGMTOF TF<ENCH. PROVIDE BE A6"x16" CONCRETE DE "B". STEEL r TYPICAL INTERIOR FOOTING NAI!'G do HOLDN -- TUNES SHALL CONFORM TO ASTM GRADE B, Fy=46 KSI, - ---------- _ PEDESTAL, POUR WITH FOOTING .4-N6 VERTICAL BARS WITH 2• WELDING SHALL CONFORM TO ANSI/ AWS 01.1-92, AND BE \ FLOOR SLAB JOINTS #3 TIES AT 12" O.C. 3-M3 TIES AT 3" O.C. AT TOP, DONE BY ELECTRIC SHIELDED ARC PROCESS USING E-70XX 3i24.DWG - __ 8. BRIDGE CONTINLOUS FOOTING OVER TRENCH WITH 4-#6 x ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND ('`� IOOI.UWG 16'-0" LONG PARS AT BOTTOM. CENTER BARS ON TRENCH. APPEAPANCE, AND FREE OF PINHOLES, POROSITY, UNDER- cr 11 VERIFY ALL CONDITIONS IN FIELD. CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE < 0 //�'�� 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL FULL PENETRATION.OT �7J -`J HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT 3. ALL THE WELDING SHALL BE PERFORMED BY QUALIFIED _ v STUD WALL, SEE PIAN �t�� SATURATION OF SOIL UNDER FOUNDATION. WELDERS CERTIFIED BY THE BUILDING OFFICIAL. CONTINUOUS do ARCH'L DWGS. ��1� �T I -�4 CONT. 6 w _ - 1O. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING INSPECTION BY AN APPROVED DEPUTY LNSPECTOR IS REQUIRED L`J �J 2x SILL x W/HILT( PO" D.C. /�� 2 SEE PLAN FOR SLAB - - PLAN. FOR FtELD WELDS. PIN .145x3" L.G. O 3Z" O1C 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY 1 .- (ICHO No. 1290) 3 ADD I -y4 O _ - OR COVERED BY FIRE PROOFING MATERIAL SHALL BE SHOP DOCK RAMP L I L _ PRIMED A5 SPECIFIED. ANY ABRASION H -~ S ALI_ BE TOUCHED- ' FOR SLAB, SEE PLAN UP AFTER ERECTION. 1`4 UEPTHRCH'LI FOR LOC., I'I. I"- - E do SIZE OF y, :_� III•-j(T_ 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL i- DEPRESSION - �� (6� ENGINEER FOR REVIEW AND OBTAIN APPROVAL PRIOR -ToLn �✓ START FABRICATION. FABRICATION SHALL CONFORM TO A.I.S.C. _ �5 12' WIDE O END OF -------------.- SPECIFICATION. ,�- 3116''7 _ 4 LOADING DOCK RAMP r TMP Jt 6. BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE 3 --- \¢� FOR ELEV. SEE �l- - - - 1 NOTED. ---- -- M / GRADING PLAN EpGE 0� Slh� A 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOE' LI- ' SEE ARCH'L PLAN CENSED BY THE GOVERNING CITY OR COUNTY. 01 I� �-6� � . "'tel- O.N. OL MIN. COVER I �' 7 .L, ,' ! �;r111 I1� I I : _ _ o TYPICAL DETAILS 1 SEE FUN. PLAN S DEP- RU5U ION I B t ----- _ _ o> FOR SIZE & REINF. Ul n l IP',ITEF�I(�R NON-BEARING PARION �-_`--- -�--�-PIPE COLUMN 7 N FOOTING 10 SLAB EDGE & DF_f RESSION - ---- --` o7o1.DwG � ST-1 -- ---- - _ _ - -- --- ----_-_- o .DW;, al toeA15 - V O If this police appears clearer Ih,u1 the docomeni, the document is of mart in:rl 91111!11111111111t , 11ta.1Ia "mipt iI��111i +Iilli��llili i tlllljlllllli ijlj!;I�Ij�jl s Ijl�iji��jl�i ilijili�lllli'IIIIIli11+►r 11 I►,I� ll11 �# 1 1 .4II0 x li)ilili Illm IlNhlil Ir��hr♦ nlnl,i# �t1IIIIlul1 ImIrIII IIItII n4imlllllllnllllll ImIIII�IIIIu►IIIIIIIi nIIIIIIrIIIIIII�mmllullillllllrn Itnl�lil III�Irr1 mtf` � I ;`:: � , ;,.:ri,"'RR�c.SP'. a )IMr'emn�•xnree ,.{'!!'�71pa7r.ek5��.,�',+e-hT.na5^w-.. .. . . �I) SEE SCHEDULE FOR F1xl KN �EBOLTS TYP Fa* f l - 3" I?„ / LJ 7/8"x3"x 12` LUNG O STEEL COI., SEE PLAN r r THK, d� NUMBER eY � MiN. 1 1 fyYWOUD SUB-FLOOR % (7� �� /, L`J SIMP HGLT' HANGER -' / O PLYWD. SHEAT, ING ( 1) FOR SIZE AND TYPE, 0 4'-O"x8'-0" � --_� PLYW000 C STL. 8M. SEE PLAN \ 3/r�"`' UA.O PLANS SEE PLAN 0 STEEL ELM. SEE PLAN \ -- - SEE NOTES -- WHERE OCCURS � 3 CARRYING � ♦ -- (3� TRUSS GIRDER N/ FOR SIZE AND TYPE. _ -_ r 02 0 ROOF PURLINS C�j BACK UP /� \ \. 5 1/2"x CHORD WIDTH 14 -�_ I / �/ O 8'-Q" O.C. (t), - &2 - l ''WOOD OR GLULAM NAILER PER MANUF. (J 401ST GIRDER DET. t3! MFC. SFF PLAN 4 3/4" 'STIFF. T&B SEE PLAN ' (AS OCCURS) s SEE MFG. CO. DET. 3 GLULAM BEAM � - -- /-� - --- �444� 6x61 3/4" STAB. 4 9"x1' BEARING PLATE `� SEE PLAN, USE ( E { O S C� STL. CGL. SEE PLAN _y _ \ DO NOT WELD -__ _ 2 RUW� OF /5 TO TRUSS CO.W/1-A325 BOLTS. C5� B.N. U.N.O. FOR SIZE & LOC. - - 1 3. NAILER W/ 3/4"• ♦ T • I - 1 5 SEE PLAN FOR SIZE 05 J r MIN �4� 2 x No. WELDED STUDS o (� IO /8"x4• STIFF.PL ROOF JOISTS �/ _ 0 24" O.C. 24" G.C. TYP. - (6) - _ ' ♦ I ♦ �� - �� 5/8" BR'G `= � -., �� 6x6x3/4" MIN. VERIFI' SEAT 1/ t/♦ STABILIZER PL. GIRDER MFG. - _ e �' PLYWOOD SHEATHING I I I o W/ 4-3/4" - (8'-0" SPAN) SEE PIAN ♦ I ♦ h _._._-. --_ A325 BOLT �51- tJ4-V-{ U.N.O. ♦ �. ( } i 1 i DIRECTION II II II MINIMUM DIAPI JB&M03 I. - hAILLNG U.N.O. IN 1, & ASSOCIATES (.3� \ NAILING DIAGRAM 4 ANF do ASSOCIATES 3 ' .(2 , , �= �B� BOUNDARY & CONT. I I �� ANF At ASSOCIATES {3,) PANEL EDGES NAILING II I1 11 - N.. ANF & ASSOCIATES (4) 1 Od O 4" O.C. 1 ANF & ASSOCIATES (E� EDGE NAILING --- - - - - - ---- 1 Od O b U.C. `+ - BE�M TO BEAM CONN. S 01 INTERMEDIATE NAILING RIGID BM. T03 TOP OF COL. "�� 42t9DWG 14 TRUSS GIRDER TO STL. COL. CONN. g N,DETAILWG1O O 12" Q.C. � 3) R S 1. ALL PLYWOOD SHAL BE 5/8" THK , 5-PLY EXPOSURE 1 BEARING STAMP , _ ) �5J �'�) DOUGLAS FIR, STRUCTURAL 1, BY AN APPROVED GRADING AGENCY, GLUE SHALL � (6' _ �; 1 COLUMN SEE PLAN �1� - �1 1 STEEL BEAM-A BE OS �X83RI�NDEXTYPE. 32 PLYWOOD SHALL CONFORM TO PRODUCT STANDARD Sit 8 w J 3/4" STIFF O 1 EA. 51UE TYP. (T&B) _ _ ----- --�I ) �� SEE PLAN 1sT BEAM SEE PLAN 1 IPL-ICE BEAM WHERE _ 2. LAY PLYWOOD SHEETS WITH LONG DIMENSIONS PERPENDICULAR TO PURLINS A$ 02 STL. COL. SEE PLAN � (3 2 SEE SCHEDULE FOR SHOWN. ALL PANEL EDGES MUST BE BLOCKED. ' FOR 1S1ZE & LOC. 1rr• `� / 3) ) INDICATED ON PLANS -- THK. & NUMBER / 3. PIPES, DUCTS & OTHER MATERIALS MUST NQI BE HUNG FROM 2x ROOF JOISTS, a ,f __ fc �� 3 3 8" PL. OF BOLTS BUT ONLY FROM 4x PURLINS CR GLULAM BEAMS. INSTALL 4x6 IN "HU" M (3J CONC. GRADE BEAM /d' H: ►� .» -� - l �2� 5/H" THK I� WELDED _..__. _-__ . _ 3/f� HANGERS BET. PURLINS WHERE SUPPORT IS NEEDED. LIGHT WEIGHT SUSPENDED e POURED AFTER Z - --� CJ 2-3/4"0 BOLTS 7 BETWEEN SIDE Q'S 0 TS COL. SEE PLAN CEILING CAN . HUNG FRHE 2x JOISTS WITHIN 2'-Or OFF JOIST HANGER. I COL 15 IN PLACE O wl-ev--\�• C3) 1/4' THK. SIDE - FOR SIZE & LOC. _ - - �/� ,- �� 2-- 9 (T&B) W/ 4 -- - / + • O (2) --l�J 4. BUILDING DEPAIRTM,-Nf INSOECTION REQUIRED OF THE ROOF SYSTEM LAYOUT EA. :TIDE OF GLULAM BEAM 4 STEEL BEAM-B AND NAII-ING PRIOR TO PLACING ANY MATERIAL ON THE ROOF SHEATHING, OR 4.4 3 F, 4-�J :7 O 3" O.C. U W/ 4-3/4.0 UOL:TS t • SEE PLAN I SUSPENDING ANY LOADS FROM THE ROOF. EA. SIDE" OF COL & - - _ P'_AN PLAN 5. ALL FRAMING MEMBERS SHALL_ BF I t-7 f S. �3 ❑ O t 2" O.C. •- -•-� w1 �4� 5/8" THK.x WIDTH OF O OF TS SAME AS __ ��-6. WHERE R00 NAILING REQUIRCS 10d O 2OR 2 1/2' O.C. O EDGE5 ORGLULAM BEAM + I I/2" � OF STL., BM. (4�TYP. U.N.O, i ' BEARING t I --� BOUNDARIES. PROVIDE �1N1MUM_ s_ MEMBERS. TYPICAL NAILING SHALL BE C5� SEE SCHEDULE FOR � { l STAGGERED. _ -- �`J _ �) X11 STIFFENER t WHERE REO'D _ -� _ - -- 7. SPACE ALL NAILS 3/8" MINIMUM FROM PANEL. OR SUPPORTING MEMBER o� 6y7 IQ SIZE & A.B. • � ON 1" DRYPACK �6J STEEL COL. SEE PLAN . I ♦ EDGE. NAILS TO PENETRATE SUPPORTING MEMBER BY 1 5/8" MINIMUM. G,� gy (6) 2-N9 x8'-Q" LG, II " 7 �2J - - I o 8. EDGE OF OPENINGS THROUGH THE ROOF AND TOP OF OF STRUTS G.L.B. �� 20- E �� S. OF COL T&B 1 W ( \ 7 ADDITIONAL 3/8" THK. Q'S 4 ♦ SHALL BE PER BOUNDARY NAILING REQUIREMENTS. WHERE "d" IS GREATVR h 9. SEE ARC JITECTURAL ROOF PLAN TO ESTABLISH TOP OF SHEATHING EEE-VATIONS, C� CONC. SLAB 0 SEE PLAN FOR Z rn''> >/Its", ' I THAN 24" (WELD TO - - \��_�/ ♦ -- WGI.L HEIGHTS ROOF DRAINAGE, COLUMN HEIGHTS, ETC. W (�� SIDE II' 'S) j//♦�� -l5/ I - '0. USE SPECIAL PURLINS O SPRINKLER MAINS FOR 6"0 PIPES AND LARGER WITH RASE ,t REINF, t - I ._ _ -- -- r I "-•' -- � if B GLULAM BEAMS SEE PLAN SPRINKLER COMPANY SHOP DRAWINGS. si7 EQ 11. USE 2x6 No, 1 D.F. JOISTS O 24" O.C. FOR SPANS MORE THAN 8'-0' UP TO y 1L 10'-0" MAXIMUM. - �. MITRED BEAMS � -__ -- - - ' -; 0 _ 3/I 6" �/ I 12. USE 2x6 JOISTS 0 16" O.C. AT EQUIPMENT LOCATIONS. VERIFY WITH - I 10 STIFFENER O BOTT. TYP. �6� -- i __._.._.- - .� MECHANICAL DRAWINGS FOR EQUIPMENT LOCATIONS. L SEE FOUNDATION PUN � + 0 fff--- FOR SIZE do REINF - ` II FOR ACTUAL ANGLE CQ,. CAP INHERE BEAMS ILEYAT10� C' SEE PLAN ro — — -- ARE SKEWED IN FILM - O SECTION ® GRADE BEAM �Q WOOD BM. TO STL. COL. CONN. ''� STL. BM. TO TS COL. CONN. PLYWOOD FRAMING LAYOUT a N: A m0 Ua 7201.DWG � SP�GO:'4 DWG 5804.DWG 4302 L'wG Q 3/ts• �Yp `'�-- �� J ) g� -- -- �� BOUNDARY NAILING _-._ ._.. ; F EATHING L6 r2 �' � ,__ � R00 SH SEE PIAN _-_- - 1) 3/4" STIFF O _ U f p U L 4x4x1/4 CONT. W/ - Tt/ (J o y EA. SIDE 1YP. (T&B) TYP � 3/4"d x 6" LG. A.B. (3) SIMPSON 'PATM25' TWISTED z i Lco d rn 3 3/f!• I`LM. - (1 ROUE O STL COL. SEE PLAN 1• CLR f,�, SHEATHING _ f O 16 O.C. JOIST ANCHORS U.N.O. p / 1 FOR SIZE & LOC. TYP ``v ANQ ROOF, SEE PLAN , a - 3 � 2x6 • `j Q�-..L.F �r� SHAPE, 1` � / - �/� �SEP.�6)ROOFBJOIOSTS � ^- O CONC. GRADE BEM - - BLOCKING COL, CAP O FOR JOIST SIZE \' - \,J O ANCHOR LOC. IN 'HUTF' 41 •, POURED AFTER a ' COL IS IN PLACE (�_ IN 'HU' j SEE FRAMING LAN - f - HANGERS ® GOTH ENDS SEE ELEV, FOR REINF. 4 SIMPSON _ - _ _ II O4 HORIZ. BRIDGING - _ �- USE BOLTS ONLY o HANGERS TOP & BOTTOM _.._ . _.. .- _.. _ - -- /1.-#5 f.NGA EO w ,4NCH0 4 CONC. SLAB SEE PLAN `� O O wG SIMPSON R s.� / 3 —• -_• 3 2x10 EA. SIDE IN 'U' 5 L 3x3x1/4 x 36" W/ - _ 4 2x ROOF JOIST IN .C. FOR BASE & REINF. 21 11 f\ - F' HANGP_R O 49" O.C. HANGERS SEE PLAN 1 �.� - 9 3-3/4" A.B. TO WALL (BET. 3x6 JOISTS IN O SEE SCHEDULE FOR �J 1-ll- I - _III LI• O4 PURLINS SEE PIAN © 8" CMU WALL 'HUTF' HANGERS • IQ SIZE & A.B. •- � 5 SIMPSON HANGER .� 2x6 HANGERS O 16" _ . ON 1" DRYPACK ♦ 1- - :- _I -- �� I 0 -- ---- � 0 1-N5 CONT � � 1r q6 4x8 CONT. LEDGER w/ © END OF SLAB CLR O O.C. \ '4" - g © 3x TOP CUNT. t ✓ 3/4"� BOLTS O 14" O.C. -------�- 6 SUSPENDED CEILING 0 1 WHERE OCCURS 9 / OR SEE ARCH'L ? - �7 BOND BEAM TO CLR. SEE ARCH'L I e � � � - --- -- - -__ _ /' p , O 3-N9 x8'-0" L.G. `_' O7 SEE ARCH'L DWGS. BRIDGING L 1 3/4 1 3/4x 1/8) - JL SCUPPER OPEN'GS ac : . _ q E.S OF COL. (T&B) FOR CONTINUATION -(S� JOIST SPAN No. OF HOR. r -- ----- - - !1 / SEE ARCH'L TYP. �� 'j AN LE 1� SHAPE ODD ANGLE X' SI-{�, BRIDGING \__ _... 3-#5 HORIZ, CONT. IN 8 2x4 BLOCKING O �Ql , CAf� 8x32" GROUTED 60N0 BM. 5 O CQt_CAP 3�1e",r �' CLR ILal � CEILING LINE 0'-0" TO 20'-0" i % - � NOTE: U.N.O. ON PIAN I -- 0? 2x6 BRACE O 48" O.C. 1. EXTEND COLUMN CAP fe 'S TO PERMIT INSTALLATION Or BOLTS 20'-t' TO 33'-Or 2 ------\J O9 2 {�5 CONT. N 6 1 SIMPSON HANGERS 2. THE DISTANCE FROM BOLTS TO END OF BEAM SHALL BE 70 '-t" TO 48'-0" 3 ___-___-� CO FOR TOP OF WAIL 1'---- ® OF THE BOLT MIN. TYP. - O SEE FOUNDATION PUN 2x6 WOOD JOISTS �7 _ 1 3xENAIILER w/ 3 4" DIA. A.B. �� (13 81 46' t" ro eo'-0" • 4 FOR CONCRETE BLOCK SIZE AND FOR S ZE & REINF. SEE PLAN . MIDSPAN BRIDGING SHALL BE DIAGONA. BRIDGING W/ BOLTED x9" LONG O 24 O.C. TYPICAL REINFORCEMENT --` CONNECTIONS AT CHORDS AND INTERSECTION EE ARCH'L DW'S INH F OCCURS SEE FOUNDATION DETAILS - '` SECTION ®20 GRADE BEAM 2'1 SUSPENSION OF CURTAIN WALL 1� COLUMN CAPS WeSKEWED BEAMS ''� SECTION' �A oWBRIDGING 6 BLOCK. WALL SECS ICN AT JOIST � � 4322 DWG 4212 1 _-- t Ile 7 4'-0" MAX. 1a•3/,•/ HoiFs v / U C� FQR CONC. BLOCK SIZE - 1 0 PURLIN, SEE PLAN 'F ----- - -- - 0 BOUNDARY NAILING (D PLYWOOD SHTG. ` O 3x TOP Q OR _. j -_ r C & TYP, WALL REINF, SEE PLAN & NOTES 7 SEE NDATION PLAN 2 ROOF OPENING, SEE I 2 PLYWOOD SHEATHING C� \ SEE ARCH'L 7 ` 0 AOOF & MECHANICAL I / isl SEE PLAN WOOD JOIST, SEE PLAN ` "- �t1 �2 PLYWOOD SHEATHING 2 WOOD BEAM. SEE PIAN ---{2 I FOR SIZE & SPAC'G 6 SEE ARCH'L � X � 2x RAFTERS O ' � O3 SIMPSON '572115' --•--�1 /� !\ STRAP TIE WHERE OCCURS FOR FINISH SEE ARCH'L ��'� z ' 3) 8x4x3/4" BEAR•G � Ile 3 Ile BEND 'U' iQ �_ ( ) b r O W/ 2-3/4"� BOL �.._ -- - 24" O.C. MAX. --- 1 O / / - I 311 ---- W/ 1/2" STIFF, IQ �\ 6 SEE PIAN �-� 4 1 1 2x 1 1 2 BRACE {2� FOR PI_YWD. SEE �' 4 12x12x 3/8"IQ W/ I ANGLE W/ 16d COMMON SHEARWALL SCHED. / v+ 4 K JOIST W SHOP INST. L`J lJ 4 2-2x8 EA. S,DE IN (aA�5 O SUBPURLI V ) TYP. U.N.O. ' NAILER PER MANUF. 4-3/4"p( A.B. (GAGES 9 r 4, 6. 1 112- 'U' HANGERS 1 3 SPAN OF TRl SS O 2x6 O 16" O.C. 2 1/2" x CHORD WIDTH CEJ 1-N5 VERT. O O.C. � � '� 5 2-2x6 E.A. SIDE OR I 6 �. 5 5/8" M.B. V� `-�` ___:-� , M (.) �_� / 0 2x CONT. TOP IQ �5� 4x8 LEDGER BTN JST _ © FILL CELLS O BOLTS O rU� ^ + OPEN'G IN 'U - ---- - � \ NUT & WASHERS - W/ 3/4"li A.B. O 24" U w �LIVL + to HANGERS b �6J TRUSS JOIST W/ _ --_____ _ ___ O 2x BLOCKING l 2 1/2"x CHORD WIDTH W/ A-35 O 8" O.C. �6 6x6x 3/4" (`6f] BOUNDARY NAILING i» 8 7 B.N. � - --�- 2 x'12" LG. (LLV) 8 0 FOR PLYWOOD NAILER PER MANUF. O TYPICAL AROUND \, 8 -T O.C. (U.N.O.) a / Q `J. Q OPENING �._- l ___/// l 7 CONT CHORD BAR, SEE U _ 3 �7� SIMPSO ! 'F' -- 07 PLAN. 3-M5 U.N.O. Z / L.H. �' 0 ST292, TYP. O � �- TYPE HANGER ® 8" CMU WALL � - 0 �Vi i/ CORNERS � (5D - C) 2x JOIST O 24" O.C. �6� - ,' Q / \� SEE PLAN " i � .._ LL: 3/16"V 3� / 4' ') C� 2-OSx 4'-0 LG. EA. ' _z ! S--- - --- - ' NOTE: i 8�. a _.• 4 4 �J 4 �ry 5� ---- ------ -' 5 PLACE CHORD BAR WITHIN 2'--0" /j a: " ABOVE OR BEL. ROOF LINE l \ 5, -0-•- BEAM CONN. T01 � MASONRY WALL 2 TYPICAL RWG OOF OPENING '17 SUBPURLIN TO TRUSS JOIST ''12 JOIST TO WWG ALL CONN. 7 TRUSS JOIST CMU WALL 3 WG Q � V -- ��- -7 COL. FLANGE OR -- ft l/2" T&B t TO BEAM WEB COL. O1 ROOF DECK PFk 3 SIM. O , (' 1 MST-48 O 8'-0" O.C.,UNO FLGS j� " 1 TRUSS JOIST W 3 4xt4 CUNT. LEDGER W/ IJ +ILL PIER, SEE SEE , EE - - C5J s%id V2-�- - - {1� / �.J PLAN & DETAIL FOR REINF. PIAN i , 4' SCHEDULE a INSTTAD OF METAL DECK x CHORD WwIDTH 1 NAILER 1 2 1/2"x CHORD WIDTH 7/8� A.B. � 02 X015 SEE PLAN \ /' NAILER PER MANUF. O (41 SPLICE LEDGER O 0`/ 3- N5 TIO EA. PIER 9 ® ` o PER MANUF. U.N.O. r ( ) I ——\ �'a FOR SIZE & LOC. (U.N.O.) � 3 STIFFENER � (2-2 1/2"� M.B. TO -� 8'�-0" O.C. U,N.O, � OF JOIST N 3 FLOOR SLAB, SEE"PIAN __ ;T f - GIRDER EA. SIDE) {� O SH P TATTACHED HGR. W/ \ --� 1 ------ 1 -' U STEEL COL. t�1 PLYWOOD SHEATHING 4-1/4"f HOLES IN TOP 04 2-#4 CONT. --- -- - Q�M TO BEAM 0 TYp SEE PLAN SEE PLAN LEG FOR N54 NAILS _ - - I ® 1 162x 1 1/2 SHOP 5 DOWELS TO MATCH {3 BEAM TO COL. FLANGE BEAM TO COL. WE (� TS 2 1/2x 2 1/2x 3/16 J -- - CONT. BETWEEN JOIST O - VERT REINF (484 LAP) -_._ WEL 2x CLIP ANGLE -` I- SHAPE SHEAR WELD FLOOR ' ROOF 8'-cf _ -j RFMIRKS DRAG LINE ONLY � 1 1/2x 1 1/2 BRACE Y � © BOTTOM OF FTG. TO ( � � (l I _ _ _ - SIZE FRAMING FRAMING - ANGLE W/ 5/8" M.D. l./ A - - MATCH ADJ. BUILDING J!�U - -`"- O JOIST CLIP (1/,3 SPAN I �I FOOTING, VERIFY -I 11-"=I I I-- ,I WI O OR LESS -_I/4" - 3/I B 2-3/4"0 2-3/4°0 - f OF CIRDER U.N.O.) 1_d _1 d ___ u FOOTING ELEVATION I i Ly � � WI 2, WI I/4" 3/16" 3-7/8"0 3-7/8"0 -� _ 2 �6 NUT ac WASHEI�� Ir •• �- ----- - - -- - - _- --- - ------ 1' - 1'-0' 07 3-/4 CONT. i - -J, �� TRUSS GIRDER W/ 7 I �T- � Z WI6 3/8" 1/4" 4-7/8"0 4-7/8"0 � I .3: 5 1/2x CHORD WIDTH � • •• -• • I • • - • • • 08 FLOOR SLAB (N.LC. _.._.__ - -__ W18 3/8" 1/4" 5-7/8"0 5-7/8"0 I NAILER PER MANUF. 1 .4 • l + • • I • a VERIFY ELEV. - z _. - - -- - - --- -- --- -- - - 1 SEF FLAN CJ ADJACENT G (N.I C.) W21 3/8" 1/4" 6-7/8"0 6-7/8"0 __ -- - _-- _ (B� 6x BLK'G BTN K JOIST 5 6" b', 1-�,4• B" 6' 44444• Ir E" - W24 3/8" 1/4" 7-7/8"0 7-7/8"* /7 DETAILS AS Ol''URS " � - - _ - -- - 6 CC - -• - - i`� (W'/ k 14 SCREW O l I 4 3' u W27, W30 3 I 4" 8-I"0 8-1'0 4 /8 / _---- - - - - - • EA. TOP CHORD). 7 . 6 - -- - _- - w33, w36 3/8" 1/4" 9-L"0 9-I"+D r PJ - ---- -------------- • A-325 N BOLTS FOR FLOOR, ___-_--__ --_--_._-__- -- --- --- -..---.-- --------- ---- -- - ----------_--------- ST- 2 WALL PIER-�-TG. rT ADS. Fr3LDG. TOPICAL BOLTED CONN. '�� TYP. JOIST TO STL. BM. CONN. "'� - TRUSS JOIST AT TRUSS GIRDER $ LEDGER DETAIL �, 6 2112.DWG -_- 0906.DWG 63tf3.OwG 630, L,N., [,an.: , r•„ , Peclftr,Hwy,15532 Bldg.C BLIP 95.0320 15 of 15 If this nulice appears clearer Ih:u1 the document, the docfrment is of marginal { I t i ,1I i i r i1111111111 i r i i ill-pill hili illli t ililili hili Ilil�li dill t !►t ��I! 1 �! �lili i iiIl�I�l�l�! ��1�1�I�1+! ► . �I,�i l l l � l l l 1 i l l lI I -- nIlnl�ilrlhn�stt�llpfi i n 41 tlnhm I►n{nn unhnl�Ilnlml n1IIlIn nnlnnhnlhnllnnlnninnlLll►�nnlmm�nillmm�hln nnitlil nl�nn nn �ililuSl