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11462 SW PACIFIC HIGHWAY-2 I y 9 OWNER IEt344AC L ()NUMBING / fiLM 1. WE CERTIFYDESIGN N THE BEST J OUR IMPLIES VAI AND BELIEF 25 UNLESS NOTED OTIE PIPING HALLELECTRICAL CONDUITS, pU1MBMIG BAN WAINWRIGHT RICH SOAMIER DUN THRN.IOLL LARWH BIHKL.WC. THAT THE DESIGN RIO THUS PROJECT E COMPLIES VAIN THE LINES. AND ALL BE F RAPING SHA) BSI CONT) ACC AND AMERICA'S TME ANY - DEPARTMENT 9116N COLLEGE BLVD. SUITE 4110 �7 APPLICABLE PROVISIONS OF THE REQUIREMENTS OF THE FRAMING SHALL BE OF ADEQUATE DIMENSION TO ACCOMPLISH r AMERICANS WIN DISABILITIES ACT OF 1982 THIS WITHOUT UNNECESSARY CHANGES N THE WALL PLANE. 20225 N. SCOTTSDAE ROAD O(VEWAND PAW, KANSAS 66211 2 ALL D07S TO BE OPERABLE FROM THE INSIDE WITHOUT THE 24. PROVIDE Za BUOCKNG (OR LARGER AS NECESSARY) FOR ("hil 1146-5763 65265 ((((91 3511-2631 (FAX) i �v34 USE OF A KEY OR SPECIAL KONOWIE11M. ALL WALL MOUNTED HARDWARE. COORDINATE THE LOCA7M OF (450) 606-4370 (FA)O T ATKNSON CTI / 10�� ALL BLOCKING VAIN THE INSTALLATION GUIDELINES PROVIDED. 3. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSI 2)OIRDNAIE BLOCKING FUR WHEEL DISPLAY VAIN THE OWNER. - e(/r C>:r/( Ol BOLTS ARE PROHIBITED. ARCHITECT GEOIEdiMICAL CONSULTANT � OIEe.'O�I 26 N7EWOR FINISH ACES SHALL NOT BE INSTALLED UNTIL THE OFFICE OF RIVEWILLA AIIOR 4 SMD PARTITIONS To W ANCHORED SO AS TO RESIST A THE BUILDING IS NEA TIGHT. 1572 SKYLINE DRIVE 4637EC 36TH STREET AND CONSUL-7140, INC. FULLERTON, CALIFORNIA 92631 4634 S. 30TH SiRE]E f LATERAL LOAD C- 5 P.S.F. CONTACT: NOEL ANASCO (909)546-3401 (402'74x' ARIZONA 4022326. ALL SURFACES EXPOSED i0 NEW SHALL BE FINISHED AS & ALL INTERIOR OR EXTERIOR CLASS SUBJECT TO HUMAN SPECWECIVIL ENt1NEER 602 437-3675 (FAX) D• 902 437-0250 IMPACT SHALL ODWORM TO STANDARDS SET FORTH BY THE SAFETY STANDAR) FOR ARCHITECTURAL GLAZING MATERI27. ALL MECHANICAL. ELECTRICAL, pLLR/BNe, AND SPECIAL AN ENGINEERING WHINEY 16 CFR, PART 1201, AS IED BY THE CONSIIIER PRODUCT SYSTEMS. PIPING. CONOUIT, EQLWMRNT, DUCTS, ETD. SHALL RUN 155t SAFETY COM WSSION, EFFECTIVE JULY. 1972 INCLUDING ALL CONCEALED BEHIND FINISHED SURFACES UNLESS N070 A875 W RPE TIRE STORAGE RAGGING AMENDMENTS OTHERWISE ALL PIPING SHALL RUN PARALLEL OR 4675 SW GRIFFITHIORDRIVE, SUITE 300 i0 SQUARE g4 BLD., SERVICES I EAPENOId1LAR TO THE BU7LDNG S1RUCIM AND. IF E'1POSED (503) TON, OR / 97006 3001 N , TEXAS BLVD.. SGC 02 (16/107 S. INTO" WALLS AND CEILNG FINISHES SKILL COMPLY NTH N THE SERVICE AREA, SHALL BE PANTED TO MATCH THE (50.3) 362-7667 (97NNEY, TEXAS %6070-7702 REOIR:METNTS S:T N TABLE 5055 AS LISTED BELOW ADJACENT SURFACE (503) 620-5539 FAX (972 562-6691 (972) 562-6690 (FAX) M S-1 21L TYPICAL DETAILS MAY NOT BE CUT ON PLANS, BUT SHALL HOLLIS MINTER VERTICAL DOTS oA APPLY UNLESS NOTED 07tERVASL GENERAL CONTRACTOR StRUCTURAL ENGINEER LANDSCAPE A B SHALL COORDINATE ALL TRADES AND METHODS OF PASSAGEWAYS AN G HARRIS, P AN G HARRIS. P CONSTRUCTION AS REQUIRED FOR COMPLE110N OF THE PROJECT AMBRII:Aks f7tNCi HARRIS, PE CRAIG HARRIS, PE EXIT ACCESS CORRIDORSB ® WITH THE INTENT OF THESE DOCUMENTS. 4675 SW ORIFF17H DRIVE. SUITE 300 4675 SIM GRIFFIN MW. SUITE 300 4 DINO DOTWAlS 29. CONSTRUCTION DEM SHALL BE LEGALLY PLMOVED AND ��TN- OR / R7ttos (503)R70H, OR / 97005 SROOMS iij PACES: ENCLOSED L C DISPOSED Or ON A CONTINUOUS SCHEDULE THE STS. SHALL BE (503) Sax-76e'7 C MANTANED 'NEAT' N APPEARANCE. THE GENERAL (503) 620-WN FAX (503) 352-75N --- - OMMAL"HOR SHALL PROVIDE A TRASH MA PSIM ON THE STE (80.3) 620-5539 FAx 7. THE CONTRACTOR SHALL INSPECT THE PRELSF.S INTO WININ THE OWER CAN PLACE PACKING MATERIAL AND MIMA7ELY TO CHECK DOSING WORIWG CONDITIONS SHOULD TRASH RESULTING FROM OWER FURNISHED EQUIPMENT. S ECTAL It;SREC710N RECIUIRE CONTRACTOR FiND CODlTwWS W904 HE BELIEVES WOULD T1 R Eto f Orecon-Structural Specialty Co I e _ NPEDE HIS WORK. r," SUCH CONDITIONS MUST BE REPORTED 30. VERFY LOCATIONS OF ALL UTILITIES PRIOR TO EXCAVATII N - - RAIMTELY TD THE ARCHITECT. FAILURE 10 SO ADVISE WILL OR 7RDKMM GENERA! CONTRACTOR IS RESPONSIBLE FOR Coi trete and Reinforcing Steel _ -- CONSTITUTE NOTICE THAT THE CONTRACTOR IS FULLY SA71S IED REPAIR OR REPLACEMENT OF DAMAGED UTILITIES. (r'l� F f�'.7_ {-F r1 WITH THE DOSTNG CONRVTKINS AND THAT HE INTENDS TO Bolts Installed In Concrete ( -.V _ 9 I PERFORM HIS OBLIGATIONS WITH NO ALLOWANCE EI7140 N TIME 31. PROYME AND COORDINATE BLM-OUTS SLEEVES. INSETS, ❑ Special Moment-Resisting Concrete Frame OR MONEY FOR ANY !IMPEDIMENTS TO HIS WORK. 60LT5, ANCHOR PLATES• ENT;-, FOR ALL TRAi)M PRIOR TC PLACING CONCEIE OR MASONRY. ❑ Reinforcing Steel 8 Prestressing Steel Tend no L THE CONTRACTOR SHALL NOTARY THE OWNER OF ANY uI/ OJECT LOCAITON: 11472 SW PACIFIC HW A1.0 WLVGENERAL OUNOTES PROJECT TEAM SHEET MM MMA( / PROJECT OHSd1EPAN= PRIOR TO WORK BENE STARTED AND FOLLOW 32 ALL PRODUCTS LISTED BY L.C.&O. NUMBER SHALL BE Structural Welding ',IG M, OREOOV 97123 UP N WRITING WITHIN TWO W M4G DAYS. INBTAUED PER THE REPORT AND MANlFAC1U tM WRITTEN ONnMJCYKM PRWUCT SUFWTUTIO) SNALL ALSO HAVE ❑ High-Strength Oohing 51 AREA: 34,110 S.F. (1.01 AC) EO-0 CONDITIONS 9. THE CONTRACTOR SHALL VERIFY ALL DMNSONS AND LCAO. APPROVED EVALUATION REPORT OR BE APPROVED AND � CC1.01.0 SITE PLAN CONDITIONS N THE FIELD. MF DMNSOAL ERRORS OCCUR OR LISTED BY OTHER NATIONALLY RECOGNIZED 7ES17NG AGENCY. [YStructural Me::. n V )DING HEIGHT: PROW351h 28-6' (SINGLE STORY H1H A YEZ7ANO CIA GRFERADING 6:CONTROL EROSION CONTROL PLAN C04IDITIONS NOT COVERED N THE ORAWMGS ARE ENCOIJNIIERED, ❑ Reinforced r:;psumConcrete C.1 UTILITY CONTROL NOTES AND OETAL4 THE CONTRACTOR GULL NOTIFY THE OWNER 00ra E 33. FINISHED FLOORS TO MEET 1/4- IN 10'-0" TOLERANCE UNLESS P KIHC PROVIDED: 3 COSTANDARDPTSPACES C20 UTILITY PLAN "MENCNG THAT PORTION OF THE WORK. M070 OTHERWISE FLOORS TO RECEIVE THIN-SET TRE ❑ insulat�nl: Concrete Fill J (XIIPACT SPATES APPLICATIONS SHALL MEET 1/6" N 10'-0" TOLERANCE j Aclasna SPAM C21 SITE CI L DETAILS UTILITY PLAN 10. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES ❑ Spray Applied Fire-Resistive Materials 24 TOTAL %ACES C50 GTE/CIVIL DETAILS AND ORDINANCES. 34, PROVIDE BUILDING ADO.�A: TNJ SETS OF 12' HIGH C3.1 SITE/CIVIL DETAINS LETTERS. LEGIBLE FROM 7FE ADJACENT Pl1BLIC ROADWAY, ❑ PIII�;T OriI1J:d Piers znd Caissons D GN CODES: 2003 INIENATIONAL BUILDING OBOE C52 GTE/CIVIL DETAILS 71. ALL MANUFACTURED ARTICLES, MATERIALS• AND EQUIPMENT OR AS REQUIRED BY LOCAL FIE PREVENTION DEPARTMENT. =3IJNP I HI MMCN. 000E SHALL BE APPLIED, INSTALLED. CONNECTED, ERECTED. 20011 NATION ELECT 0 IL CCODE Lt.O LANDSCAPE PLAN CLEWED. ANO COL)1110NFD N ACCORDANCE WITH THE 116. PROVIDE GAS AND ELECTRICAL METER LABELS - MINMl1M L tial Grading, Excavation and Filling 2005 NATIONAL BECIRICAL 210E L20 LANDSCAPE NOTES AND DETAILS o-Control Systems MANUFACTURER'S W rTEN SPECIFICATIONS CPR INSTRUCTIONS 1' HIGH ERS. H LETT - 20011 tNiB61AlIONAI FEE CODE UNLESS HIEtENAPIGR SPECIFIED 7O THE CONTRARY _ 116. ALL WOOD PROVIDED O4 THE B SHALL BE FIRE . _... R1.O STREET It SIDEWALK IMPROVEMENT PLAN - HWY 99 or Inspections T5 PANCY TYPE: M DRM NON-LIMITED AT® - AIR WORK R20 PUBLIC DETAILS 12 7rE CONiRA.C70R SCALL SUPERVISE AND DIRECT THE Y1LtT6C RETARDANT-TREATED (F.R7.). •, ... � .... IS I.IMMTED TO REPAIR AND USING HIS BEST G(0.L AND ATTENTION. HE SMALL BE SOLELY -- INSTALLATION OF TIRES AND WHEELS. THE USE RESPONSIBLE LefWIIIM,I CNSIBIE FOR ALL CONSTRUCTION AOR INSTALLATION. 37. CONTRACTOR STALL CONTACT ALL LOCAL UTILIYY � , �'� I OF OPEN FLAME OR WENDING IS NOT REQUIRED. SL-11 STE U2HTING PLAN NEWS, ME7W)OS. TECHNIQUES. AND PROCEDURES. AND FOR PROVIDERS AND INCLUDE ALL. NECISSARY WORK FOR A - __ �. OOLMINA1►Xi ALL PORTIONS OF THE WORK AIDER THE COMPLETE WORKING SYSTEM. THIS NOMLDES. BUT IS NOT ]"-- _ A1.1 ABBREVIATED GENERAL NOES / SCOPE OF WORK TABLE CONTRACT. LM91m 70. UNDERGROUND TREId#140, PMMNQ TRANSFORMER -� A20 SITE PLAN ei1�T CONSTRUCTION TYPE: y B (FULLY-SPRINK ERM) CANCRETE VAULTS, CONOIATS, PULL LINES, JLNcwN { � j-I _ ._-{ '_ A-2t SITE DETAILS - ARdiiIECTURAI 15 DILFAISNB'S TAKE PRECEDENCE ON7t SCALE ON THE PBO ES, PEDESTALS, MANHOLES. CONECIMS, TAPS, BACKFOW l A-51 1sT FLCGR PLAN / DOOR SMIMILE / WALL 11'1 c LEGEND / CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS PREVEN7ERS EICL.OSUFES. VALVES, FlTINGS, METER PITS, ANDIEi- 14, KEY NOTES IEiERS. CONTRACTOR SHALL PROVIDE A SCEDl1lE OF COS75 BASE ALLOWABLE: 9,000 9. PrR FLOORAIIAMASE ATEA PER TASTE DDJ A-52 ENLARGED PARTIAL 1ST FLOOR PLAN / TOILET ROOM ALL WOW SHALL BE EXECUTED N A NEAT ANO FOR THE A30VE ITEMS. OWNER SHALL PAY CONTRACTOR FOR '- LAYOUT / ROOM FINISH SCHEDULE / WALL TYPE LEWDVIO!LCMA1410E MANNER. ACCEPTABLE TO TIE OWIER LITAP Fi]E5. -: PROPOSED: wom FLOOR MISS SF. KEY NOTES ,i I& WHEN WORK NOT SPECIFICALLY CALL® OUT B REOIUMtm TO 36. ALL SPRINKLER APPROVALL'v WIREI REQUIRED, ARE NOT A-53 IST FLOOR AND MEaANPE LEVEL REFLECTED CEILING PLANS �' lE1E1E1L2"�SE RCP LEGEND / RCP KEY NOTES COMPLETE 71E PRMECT. IT SHALL BE PROVIDED AND BE OF INCLUDED UIOER THIS REVIEW BLIT ARE THE RESPONSIBILITY OF THE 7mAL BAT S.F. A-54 FOOF PLAN / ROOF DETAILS / ROOF KEY NOTES / MEZZANINE THE BEST MATERIALS„ AND WORKMANSHIP. OENIE RAL CONTRACTOR. THE GERM:RAL CONTRACTOR MUST MAKE A 1 _ / I LEVEL PLAN / MaX4WE LEVEL KEY NOTES SEPARATE SLOATTAL TO THE DEPARTMENT OF PUBLIC SAFETY, FIRE TTT A55 IST AND 2ND FLOORS EXITING PLANS SH UNLESS PROVIDE OIH ALL PA SPECIFICALLY ORALLA NOTED. ERI CONTRACTOR PREVENTION DEPARTMENT, ETC.. AS NECESSARY. - ) .. . A-41 EXTE760R ELEVATIM / DETAILS / COLOR / PAM1Y NOTES / a'1ULL PROVIDE ALL PAY FOR ALL LABOR, MAlE36ALS, E2IPIENT, 7001.A CONSTRUCTION E011IP1ETIT, AND MACHINERY, 30. PLEASE ROTE THAT G THE POLICY OF AMIESCA'S TRE GCCLIPANCY LOAD: A-5.1 BUILDING SECTIONS /J DETAILS / KEY NOTES TRANSPORTATION, AND 07HO FACILITIES AND SERVICES COMPANY TO MAINTAIN STRICT OONFM71ALITY DURING THE - '� J✓ 7 �.- A-A2 WALL SECTIONS / DETAILS NECESSARY FOR THE PROJECT N A 'LEN FREE' CONDITION. BOOING PROCESS. A BID UST WILL NOT BE DISCLOSED TO OENEFAL � / �j r.. �-'.- V OCCUPANCY (SCOL M• OFFICE IE41ROOMS) A-a.3 WALL SECTIONS / DETAILS EVIDENCE O' PAiIIENT TO ALL BUILDING TRADES AND CONTRACTOR& SM-CONTRACTON OR VEDEt3 PLANS OR / SUPPLIERS SHALL BE PROVIDED. AS INDICATED N 11-C PROJECT WOgMA71ON COCOWN THE PROJECT MOLL NOT BE DAS7 WTM � SFIORl001k 1,206 S.F.S911 PERSON ! JD SF. �• 44 PERSONS A-A4 WALL SECTIONS / DETAILS MANUAL TO AK( CON1RACiUR'S NFORNA710N ORVICES SUCFI AS DODGE a'` ,; L_ OFFICE: 148 SF. 01 PERSON / 100 5F. . 2 PLSONS A-7.1 MSC. DE. F]EVA1KX45 / S7OR.TRONT NOTES / MILLWORK 1EP01R1S, OR PLAN ROOMS OR ANY PARTY NOT SPEYXFICALLY IlAoR61BOMM 2 1MLR01� M t PRN90N / pccmnrel 2 PFlg1N6 NOTES / KEY NOTES 17. THE OWER SHALL PAY ALL FEES FOR PERMITS, ETC. INVITED TO PARiWATE N THE PROADN. - ,ti :t M OOCIMAW.Y TOTAL: - 43 PERSONS A-7.2 N ELEVATIONS NECESSARY FOR PROPER COMPLETION OF THE WORK. UNLESS _ NOTED 07 ERVAM 'J A-6.1 NST I;Np 2ND IILOOR GME RAE( PW45, ElEVA1KINS. AND .�:."'' I � ; � r; • ._-'r_-.. I s-r oCdlPwcY' (SRWQ AREA, NATE tLAa45. STORAGE Ro01.$) DEIAIIs 16. THE COMTRACTOR W'IRRAN7S TO THE OWER THAT ALL NORTH SERVICE MEA MATERIALS AND EOUMMENT Flumamm mini THUS cO17RACT E mmm TGE RACKS: 3,M S.F. 91 PE1t30N / 300 S.F. - 14 PERSONS SIA GENERAL STRUCTURAL NOTES DEFERRED 101 BE MEIN. UNLESS 07HERWISE SPECFIED, AHD THAT ALL l-wX �.: ,;, � 'p r MEIIA K SIORAW is 280 SF. •1 PERSON / 1100 S.F. - 1 PERSONS SI.2 TYPICAL STRuc7URAL DETAILS bass mtr WILL HIE OOOD QUALITY, FREE FROM D'FECTS Am FAULTS, AHD ! 1 �I N I'TY MAP N.T.S. IN ACCORDANCE WITH 7PESE roamucTION DOCUMENTS ALL ._ IE7SAlE STORAGE 2: 1111 SF. O 1 PERSON / 1100 S.F. - i PEJt5215 52.1 FOUNDATION STRUCTURAL DETAILS Itie AL1Ia WOE( NOT 52 CONFORMING TO TWX STANDARDS MAY BE CUD TIRE STORAGE: SO S.F. M 1 PERSON / 300 S.F. - 2 PERSONS 521 FOINDATOI PLAN pyy� A.GT ACOUSRC CEILING TLE F.EC. F.CE Exiri.OUISHER CABINF' O.H. DOOR OVERHEAD DOOR S51 ROOF / MEZZANINE FRAMING PLANS CONS DEFECTIVE. IT B lI4ATERT00D THAT NO INFERIOR IME RAoc WMIWG CtAIE 1916 SF. • 1 PF1tSO1 / ]Oft S.F. - 7 PERSONS 9hle� .J� 2R NON-OONFORMNO WOW. OR IpATEAIALS WILL BE ACCEPTED A.F.F. ABOVE FINISH FLOOR F.F. flNSli FLOOR PAIL PANEL. SA1 FOC DETAILS WHETHER DISCOVEF 0 AT THE RAPE THEY ARE NOOPGRATED ABC AGGREGATE BASE COURSE F.F. & E FURNITURE. 1"TrfuRES k EQUIPMENT PVC POLYVINYL CHLORIDE S-1 OODUPANCY TOTAL - 25 PEP-406 SSI FRAVM DETAILS T,=ftrIM6-M/ Sa.2 FRAMING DETAILS NTD THE WORK OR AT ANY 7111 I>A'•FORE OR AFTER FINALALUM. ALUMINUM FIN. FINISH R.D. ROOF DRAIN 70TAL BUILDING OCCIPANCY: 73 PERSONS SISI' .3 FRAMING DETAILS ohm� ACCEPTANCE IF REQUIRED B'Y Yh.: OWNER. THE cONTRAcTOR &in BUILDING F.R.T. FIRE RETARDANT-TREATED R.D.O. ROOF DRAIN OUTLET OIMe SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND C.,.. -Mn:-4 SEA S QUALITY OF MATERIALS AND EQUIPMENT. C.I.P. CASTROL PLACE GA. GAUGE RM. REINFORCING a'e, OF�'iGARD T C'�CT1.1tOF CARD M 2 MECHANICAL. FLOOR PLANS 0.J. CONTROL JOINT GALV. GALVANIZED SlEE1 RM. ROOM .7i to /Ulpp� "Li-2 MECHANICAL DETNS AND SQiED1IE5 19. THE WArAH11E5 AND GUARANTEES PROVIDED IN THE C.M.U. CONCRETE MASONRY LILT 0.3.N. GENERAL STRUCTURAL NOTES RNIB. RL46M �� CaldltlarlyAppovsd MP MECHANICAL AND PLUMBING SPECIFICATIONS CONSTRUCTION DOCUMENTS STALL BE N ADDITION TO AND NOT C.T. CERAMIC TILE GYP. 10. GYPSUM BOARD SHT. MR_ BEET METAL �^ Sea LOwIixFatow. IN LIMITATION ANY OTWARRANTY O7 GUARANTY OR COT. CARPET H.N. HOLLOW METAL SM. SIMILAR IMeLewwtKFoI1w ,..�..,..LIMLIMITATION O HER A W REMEDY REQUIRED BY LAW OR BY THE CONSTRUCTION CDL, CMUMN ORIZ. HORIZONTAL STL STEEL �. P-1 PWMPMCO FLOOR PIANS MANP--2 ENLARGED PLUMBING PLANS AND DETAILS DOCUMENTS. CONIC. CONCRETE HBC. HOUR STRUCT. STRUCTURAL - `` dwv _ AND DETAILS 20. MAS"Y SIZES SHCNo ON THE DRAWIIXA3 SHALL BE CONT. CONTINUOUS INT. INTERIOR SUS(. SUSPENDED � ,/ �' E-2 POWER FLOOR PLANS AND DETAILS NOMINAL- CONTR. CONTRACTOR it. JOINT Tho TONGUE AND GROOVE 21. PROVIDE PROTECTIVE COATINGSNILAR S WHERE MSMETALS DET. DETA. LAM. USTRUC'i'l1RALREVIEW CO LAMINATE T.O.C. TOP OF CONCRETE E-3 ELECTRICAL SYSTEMS PLAIT AND ELECTRICAL NOTES AND RISER MACONTACT. DIA. DIAMETER MECH. MECHANICAL T.O.RD. TOP OF ROOF DEdC MP(.ETE E-4 SIS F1L1XXSPECIFICATIONS5 KE E1.F.S. EXT. INSULATION Mt FINISH SYSTEM MFR. MANUFACTURER TYP. TYPICAL A►PROV'Le►LAN6 22 ALL WALL PENETRAvOms THROUGH ExTERDR WAIS SHALL EJ. OPN A ISK JOINT MN. MINIMUM U.N.O. UNLESS NOTED OTHERWISE PERM I-[ M �-I 0, -- � UNCI.t'ri F. lIN•ATTA('1R.61 BE SEALED. ELEC. ELECTRICAL MTL METAL. V.0 T. VINYL CONPOS7NIN TWE -5 IFICATON ROOK EQUIP. EQUIPMENT N.I.C. NOT IN CONTRACT V.I.F. VERIFY N FIELD 17, 17- ? BY E(- OFFICE . IJZI'C rDR 17PORT 4 EXIST, EXISTING N.T.S. NOT TO SCALE VAR. VARIES DATE_ C�PY AnFCH RFroar ATE- CONSULTING F:NCiINEGILS �WSC LK)CUMENIYI DP. EXPANSION O.C. 24 CENTER VERT. VERTICAL Fi R (LEV t St o J TSG t)h2EP 17 n1 EXT. EXTERIOR I O.F. OWNER FURNISHED I W). WOOD �21 { I] Ei .1 � . F?n,l I, < < , Q F �� (1 �J ABBREVIATIONS � � , f'�' ( ' .11 � ►,IrE �=ln,r . I 'F1 � r. . eo. taelsx wrz t r ® �4,�RSjf 'i/"; DISCLAIMER: JOB NUMBER: Ow TITLE. SHEET M11B^: ORPOIN ODOM ! Office o/ William A. Amor, Architect ® THIS DRAWING IS AN AIIIIIIIEVIANDS Architecture 11 Forensics ■ Education INSTRUMENT OF SERVICE %IONW MAP _ i 4 AND THE PROPERTY OF 11462 SW PACIFIC HWY PROJECT WAWWRIGHT rR TRE ORMATION AMERICA'S TIRE IN THEIR Also AND SHALL REMAIN THEIR SIM NOIN PROPERTY. THE USE OF TIGARD, OR DRAWN BY: T IRE ) THIS DRAWING SHALL RI - 160 8AyNns fMve RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS ;, ,- FuperMrl,CA 928.11 PREPARED. PUBLICATION _ DIANE ' PA.AYa(114167pp591 THEREOF IS EXPRESSLY LIMITED TO SUCH. t 0 5 q (T T(1 ]lit (T {I Til I{I 1 I{' {T jT I{I T {r T{I r{I Til r�i rjr I{I'Ijl I{I I(f)T�1 l{1 1{1 I{I lir r{I ljl I{I III _ -.. _ ~ • R t i 2 2 I s� I 16_ ;j� ' �` 1 i el i i 91 . 11 '10 1 . i11� yI7'� . �12� tNO ,;! ,_ m uulWi Iuulw�u { a�lul)s ` uul� a uul i>lllu{I u��ul)uhu l{u ulllBll lBdluluullu tuluul� : e , �y r q. n `l - F' fi Y. is r` i^t i.. A —d6— 11 ' CA -ddLLb.— IL9 N. _i r r ILI J IG ,ARD , OR GON 4, — SE 1/4 OF NE 1/4 OF SEC. 36, TIS, RIW, W.M. - r `� ' , -- '�: - - �'AXMAP.- ISI36AD TAXLOT: 6b0, �. WASHINGTON COUNTY, OREGON _ SITE ADDRESS: 11462 SW PACIFIC HWY, - W - TIGARD OREGON 97228 �' Z I oil 140 i HALL.E PROPERTIES. L.L.C. ovam I sa CONTACT: DAN WAINWRIGHT RELEASES -- 1 20225 N SCOTTSDALE ROAD 6 ii p SCOTTSDALE, ARIZONIA 85255 PH: 480-606-6186 FAX: 480--606-4370 w • a . n « _ - rIViL THE OFFICE OF WLLIAM A. AMOK ARCHMCT 1!10 • • • • 919101 rA mw9 0 019101 lo-9 comp man= OMNI�—" �, - ' CONTACT: NOLE A9`lASCO � • • • • • • • • • 9w— WANG a dim CON�p01. F{LIW _... •... ..«1._..A M_.- _ __ - - ,�� 1572 SKYLINE DRIVE 00101• 000010 CI.1 OIONON WNNIIIomane DETrw FULLERTON, CALIFORNIA 92831 - • 0101* • e 0 . 0 cu unntt PLAPI PH: 909-548-3401 • • 10 - CLI_ OFF-W PONE nam KM spy: o+co TO 1+4M r^ z • • • • • • • • e - mo VICINITY MAP 0.900 • *1* * * C&I __ _- __ - `� cc.ENGINEERINGt�VL e • e • • • ne 'Zir-L1.0 oExs U 0 N. .S. • e • • LANDI APE FIM • • • • • APE s LZO lgff mw CONTACT: CRAIG HARRIS .010 • • • • • RIA l�E1rALx• snw a PSI w - wr 0 - 4875 SW GRIFFITH DRIVE, SUITE 300 - • • * * *1--- _ • i -__M.1.__ ow-am RAW umirf PLm �► 0 1 � `_ BEAVERTON, OREGON 97005 • • RZ.O PLIC Dam � _ _ W PH: 503-620-3030 - � - - --r,lPL" OEM FAX: 503-620-5539 r I= "= own- • • • A_ LIN i Am BLUEDOT CROUP UNVEYOR • : - � -RaOR 6665 SW HAMPTON STREET,, SUITE 101 low PORTLAND, OREGON 97223 PH: 503-624-0108 FAX: 503-620-2771 i TITLE SHEET � b DATE: 08/15/07 INUWN: NWS CHSCxsu: CNH / - AM 6027T10 a f��• imniii sgvt�at�a """&�A%w awgu �r, ! alosm M= "Mo r �. 11w�OMMIUw AA 11!1110l�111f OP AAl Arlo MQ AID AN on To w wo OQ raprA 00w N mw 1777q.. w�oio�r�umna .�. wr�w rew�wN or AN Mw�N raa �T Tfi H SITE MAP N. .S. ■ Oo JOB NUIUM A0602','.11 PERMIT SET RESUBMITTAL - 12 03 07 .. ^fifiA ? avnru.:, rra a•h ,«r- t� �r. ,tuta�mpq ._: -- ' .+,_.. ... .� � � j•- .:� , — � ayy' ?F 1I111 rig r r�. 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Iii fill i 5841 141 RIGHT OF WAY -•--- / w' I / / 31 MADE � / NG EXISTING 10-SIDEWALK EXISTING � ♦ I 12 TRAVEL LANE 19 TRAVEL LAME 3 SAWCUT / 15 r SUNG S.Ox TO 6.OB 2.OX 17:1 / / 16 EXISTING 5'SIDEWALK TO BE REPLACE �� (A , c0 EXISTING CURB TO BE REPACE 15 .' / �' �� • // - I' EXISTING PAVEMENT 80AC CLASS C / 14' CRUSHED ROC( BASE / / OR MATCH DOSING „ HWY 99W SECTION V"C EV R IS c�REATER / 11 -� \ z _. co 116S z/'~ ' / (' • kip / '' \\ \ \ [i • Ole / I , — P � — _ / / \L� �, \ , I 3 365— \A - / \ \ ' �+ APPARENT II' 0.01 ACQfM 0000, � ' fig. __ --- -._ __ ._... fi-t ." `.• lool / \ • I C� \ .00 1080 �•'. I � d .....- / — '' O _ I ' 350--- -- .,/ / / w � , / • \ ^r�13. _ -'� !�"' - - ,�/ 1 'i � � 11cr 11 / _ -- cc IN 11 �N. j 111 1 j1I #10 W \ � \ I M - _ �- -- - ._ _ � � 111 111111! 1 ► I \ V 1 .� _ i / Ili / / \ smAp 100, ' / ° • - \ \ \ s 4. _ -.00-_ _ _ _ 9.88_ . I 3,50 I r SH13Y - _ _ ` 62 ' t HH)iJEi ��/fy C4NF ! \ iso \ — _ 3. SPACES 4 10 �+ 50•~ 0.`pp��___.�-SPrACES-O 10 50. 0. 7.7 i!7 �' / \ I ~ ` _ - _ _ 2211 / \\ .• � - ... _. ` - _ -- - --- - - - - -- -- _ RUB00, f/ � \ \ \ \ J - �LN`��Ni �,l CONF IN, D�Cii 121 l \f 1 • _.'/ I \ / / � � r 1 - rim -e-../L v � _�1 • ��i ... . r.. '�- -.+ ! e, e ` ^ . . e \ (;O N F 16 SITE PLAN • -. - - 1 \ �� i i _ -_- - _ - 1 .- - _ -_ -- — -. . _. -� -+--340- 44 IN, CONF ` - - -` _-- - --- -. - -- - - - ._�`_� -� �- _ _ �- ~ - _ -. � �\ � ` 12" 1 -_ _ _•_. ..._. __._ . _._ �' - - ' - -�` DATB: 08/15/07 _ - - - -- - - - - -- - - - -" � _ !:� \ � 1 \ \ ,3'X6" ` I 1 / / � =' ' ,."'..._• _- _ _' - --- � \ \ \ EC DEC\ \ \ D C \ Nil \ as 8a • CNH 6 � �6 � \ \ \ � \ I is _340 I , -� ,, ,•' -- � \ \ \ � 1 / �" // � ' � \ � �\� \\ 1 1 / FILL: 6027C00 , \ I \ \ •/ ... a / �. DEC / / r — \ \ \ \ \• 1 I `\ �H y 6.. / ,/ \ \ \ \ I >6RsvISIONa h�-•( � ,_--• -/ � - 1 `I 1-� � �/ . �1NN W04/07 REVOW pm ODOT moin _ °• \ `\ I /' NOTES � o-AM JR L\\ '� _ ( 1 / _ / toot,•ALL A110MTa FAMEWW ti \ \ ` -7--7177-1 11 1 `- '�� / / f 1 NEW ASPHALT 1 PROPOSED NEW RIGHT-OF-WAX DEDICATION ' mem m e mr �b O on To! um 011 rammouce M SITE PLAN �2 NEW CONCRETE CURBING ® RELOCATED ACCESS EASEMENT aFanaFn Nncr_ aFa w TM+ mm M�,pMNM011 G AAI I ,' �, �3 RETAINING WALL ® BIKE RACK 1L5ANDS�CAPING. �� AREA REQUIRED 10 BE SHEET SCAM ® NEW 24' WIDE ACCESS DRIVEWAY 6' X 20' TRANSIT AMENITY PAD GRAPHIC SCALE GROSS SITE AREA: :7223 S.F. u ADA CURB RAMP. SEE 3/C3.2 NEW ADA CURB RAMP PER ODOT STANDARDS !� 6� NEW 6' VADE PRIVATE SIDEWALK ® CONSTRUCT NEW ISLAND W/ PED. CROSSING PER ODOT STANDARDS 0.15 X 77223 = 4083 S.F. © INSTALL NEW RIGHT TURN SIGN PER ODOT STANDARDS TOTAL LANDSCAPED AREA: 5282 S.F. NEW 10' WIDE PUBLIC SIDEWALK PER ODOT STANDARDS ® INSTALL NEW CROSSWALK STRIPPING PER ODOT STANDARDS 5232 / 27223 = 19% 1 ill 90 tL © EXISTING CURBING TO Hf' REPLACED PER ODOT STANDARDS 9 EXISTING 15' WIDE SLOPE EASEMENT � 0 JOB NUIi[BM- ® EXISTING 5' WIDE PUBLIC SIDEWALK TO BE REPLACED A06027.11 PERMIT SET RESUBMITTAL -- 12 03 07 I 1'12; 10 777= „I �I 1 ( I 1-Iffliff1 ( hJ1VrTqTfl1rTj1j1 I ( 1111,11111 1 -If _ 'I�r T�r111 1�II�I I�1I�+iI�Ir�I 1�r1 ► ITijT-Y i�1 i�iT�t t�r1T1 1j1(1�I �-1 T ! 2 � I 1 f tl l ( T(T I +4 I T 8 9 10 I 11 I . ,la I 1 AN ,. . 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'r_^'. .a •.:-.. ....__ ._ ..,..w..•u+...:..ytP - ,Q,,r,.;r.+-.e•,a ..__ , . -«.... •.,. ,^..• . ._ .,.e.a - • ._ _ . _ _ .,. .::•y.. s., r.�..e:;^ac-!:. _ _ ..._. .,•.. .• _ ._. __ .._ ,.. _: .-...L., ... .. ..., •., ... .:.... ++ . _ r.... :, .. ...+..:rws, wmes.xMrr� t kRt. iY' Ih rti,= 4: �J / / r \• worm s/w" / ap \ / r I' ' 1 r � \ / r _-4 \ \ /✓ \ ��` I ��` 1 \ \\ i O4 LLj O LLl �I / ale / 10, 000< \ — \ \ , ru \ \ N I r i Y i _ I LUQ PA .;�59 �� i i I `365- 10 1-0 355,48011 >11000, -� ' 360 imfflm I / // / . — _. \ass\ — __ j �- --c• }1 -` / `` - / SEDIMENT FENCE - ILL31A #142 ' , •i / i _ Fm DETAIL C1.1/875 FLEV. 346.05 / / _ -\ \ FF=355.50 I - / \ \\ '/ ', '_ CONSTRUCTION.. / 35 -' PER UP r`'/~• // �I E­4 _ ' _ \ ' IL p - - -- - '' rr r r r O 001 AR \ - .r C7 b STUCON \ ► � � FSI [OtT PROTES .R� _ CTI Q _ TAIL INLET OTECTION ....i - - — — �''� - - -. -' 1F10ET-PROTECTION T10N � 915 -- --' , 1.1 4-5 '� `•� C7 \ ' OQTAIL CIA 915 •- - J\ - -- - - - - - __ _ __ __ _ _ -- PER DETAIL CIA -- - - - - - _ _ _ _ jy - -_ _ .1 5GT r 354 ICT ` per / /IR / /' \ � f -- \ - �- — — J \ Col "I.,1-1 n " y - - - - - PRI Rw IN _AIaL-E1:1 �15 r _ -BEiAIE-61:4 _ _ _- - ` ..� 1� I r! '— �x`` Ole,�161 � X6" rr / % \ \ \ _ \ , GRADING AND I I 00 DEC \ DEC \ \ D \ I I I _ / �+ i r 6.. \ �\ \ 8' \ % EROSIONPLAN CONTROL '10' \ 1.11 A340j .. H ' DECD , t \ \ \ \ \ 1 !r DATE: 08/15/07 s i i v v v \ �J \ \ 1 _0' 1 � \ t��i �_,� i � � ..- � � � \ � \ \ ` � DRAWN: NWS cHscxED: CNF LEGEND GENERAL MOTES, EROSION CONTROL NOTES 6027C10 EXIS iTNG CONTOUR--1 TO 4 FOOT INTERVALS _ -102_ 1. i LL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE JURISDICTION. THE REVISIONS: -- GEOTECHNICAL INVESTIGATION FOR THIS PROJECT, AND THE PROJECT SPECIFICATIONS. 1. SEEDING SHALL BE PERFORMED NO LATER THAN SEP'�T`M[iER 1 FOR EACH PHASE EXISTING CONTOUR 5 FOOT INTERVALS 102 OF CONSTRUCTION. 1 ,Won-~ NEW CONTOUR-•--1 TO 4 FOOT INTERVALS w00/01 rsvm m OWT reums NEW CONTOUR--5 FOOT INTERVALS 400 2. n;E CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED 2• IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER "OWNSEDIMENT FENCE 13 CONSTRUCTION DOCUMENTS INCLUDING ADDENDA ON THE PROJECT SITE AT ALL TIMES. IST THROUGH APRIL 30TH, THE WET WEATHER EROSION PREVENTION MEASURES WALL CATCH BASIN RIM ELEVATION l� 3. THE CONTRACTOR SHALL COMPLY WI1H ORS 757.541 TO 757.571 REQUIRING BE IN EFFECT. SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING GRADING AND EROSION CONTROL PLAN AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. N0IFICATION OF INTENDED EXCAVATION TO UTILITY PROVIDERS. © M A wo �u rMKrs MssIM IIOIALt T • W SPOT ELENA• .4�{V _ 4. 1T!•IE CONTRACTOR IS RESPONSIBLE• F"OR COOROINAIZOIN OF PRIVATE Ullf.!'11ES SUCH �- n�ie °RAM"N°•� � GRAPHIC :'eCALE AS GAS. TELEPHONE. POWER. CABLE [ELEVISION, ETC. CONFIRM VAULT LOCATIONS m m �o �� NOT TO w um ON Ql1Qo0009D 21 TOP FACE OF CURB ELEVATION TC WITH ENGINEER, Mw FE svoosr rN N~ » a a TEMPORARY SEEDING MIXTURE: TeN NIAL RYE APPLIED AT N 3-WAY PEFtREo. ASPHALT ELEVATION GT 5. THE CONTRACTOR SHALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF sinw ' CONSTRUCTION PRUGRESS TO FACILITATE SITE OBSERVATIGNS AT REt Uf 1ED 401bs/ACRE Ot t TOP Of WALL ELEVATION TW INTERVALS. 24-HOUR NOTICE IS REQUIRED. 407r PERRENIAL RYE i faah � 60 & 2571 CHEWING FESCUE BCTTCM OF WALL ELEVATION BW 0. EXISTING CONDITIONS BASED ON TOPOGRAPHIC BOUNDARY AND UTILITY SURVEY 25X CREEPING RED FESCUE PREPARED BY BLUEDOT GROUP DATED JANUARY 22, 2007. 6; BENT GRASS GRADE G 4X NEW ZEALAND WHILE CLOVER 7. FINISH GRADES ARE TO BE BROUGHT TO WITHIN 0.08 FT IN 10 FI. OF TINE GRADES DOOR JAMB 'DJ SHOWN AT SUBGRADE AND TD WITHIN 0.03 FT IN 10 FT AT FINISH GRADE. CONTRACTOR TO ALLOW FOR PLACEMENT OF REQUIRED TOPSOIL IN ROUGH GRADING. EXISTING (E) S. GRADING ELEVATIONS AS SHOWN ON SITE ASND LANDSCAPE PLANS ARE FINISHED O CATCH BASIN • GRADE WHICH INCLUDES SUBGRADE SOIL. TOPSOIL. SOIL AMENDMENTS, ROCKERY AND RUNOFF PROTECTION ^30NTRACTOR IS RESPONSIBLE TO COORDINATE GRADING WITH J08 N BOTH EXCAVATOR AND LANDSCAPE CONTRACTOR. A06027.11 : 6O2 PERMIT SET RESUBMITTAL - 12/03/07 giftPl.y,.n-•.,, .,, :'rnY' .[Pin.vs",..-.ya -r ;Pl,.;p4- 4", '1T s:, „ _ u. . rJ`WWIz w �..""v°N[';dRWHIM'• Z7 7- 1 . , T r rll T t� T�� ETT Tl'F 1�T TjP lP TTT T� 111 Ilt ITT ;lr rt�T TllllliiAhll �'___11_ 2 3 I f .� � 1 I , 9 I I �ip �1i 1112 M.�:.... N0.36 r.a.r ct a m*u e pMO)w ohm £ 8 L 8 Itlij L t 8 11111111111111U'l'lllllllllll�lll lljllll H111l111111lll 1 ll�JluIlli 11U1111111l1111 llllllll illl�lll llll)lll lll�lli11111111111111111ullllll�llll Illllllll s Ve M -err. .;, . -.,. 3a:«ue.•t::x+1.'.IK. •...::. _ ^mr'1.wxavwix,o , .. - _• .... , - .. ..b,,,.P _ .. ._ � .. _ .,- .. .. .....,�_, - _ .._[ _.-_.. .., - - '_-"_ .r.•..w.:aY►■ , .. +,r...►+°w+C".,.�..egp*+s.,.w... ..F,-"' .. ,. ••y•- qSf I sM•r - NOTE& MAY sm USED SHORT TERM ---`� P UTILITY WOR!( AND W/ / 1 L IIIA RA/�IFAL,I.Al 3 RINIgFf dOlil�E R 189E PLE!!.P�IAL'T aLAW AM MAWE�NANCE OF EROSI01'!AM SEDOMU ! ! PHASING of DEVELOPMHJHT K BOlrla OIEMan OONTWID Va-10 tM7fr111i FOR TIM PERWTYiEE. Q► ;.;�' �k. 2. C0 NGTHT►ItCTIOM ACnVif"MU"AVaD(JR MN119M"LAVATION Q0 CMAT1AN OF RARE CRUA,M FfWM OCTOBER 1 THROUGH MAY 31 L;A m YEAR ;•y• I I :a . �►.• FLOW-.. �. OtINgNO Will IIdEl�T1iER PMRI00, � ;• �:� .•i; .a ` T>IEMPORMCY tTASILIZATION OP 1'fIE SITM MIDST OL'GLlOt AT THE ENL►OF l/rCCM VINOIitK DAY, Io�IMI - ' ► ►'A',� ''�` j -� M. *MC'`.ENT OOXTROLA MUST M OOTAU90 AND MANTAMiEO ON ALL 00rM GRADM .. ;. i. 1 $I ONI>6 OF TN1M OOHIiSTR11G'110N SITE AT ALL T'rlTlas I �t• .�• ; �'•• DURING CONSTRUCTION. OF HILI IS • :v • •.-.: .ar TIIlY MUST REM�IAN IN PLACE UNTi.FIlMMN�MR VE14�TATION OR O1THIFER PERUtANBNT CCyVERNa L ESTASI MFnEO. ,,. �. f. ALL AIC THE INLETS MUST HAV!M0MIENT OONTROIJI lISTALL�AIM!MAMRA AT 1111 TMNlf OU>wU4a CONSTIIUCTlON,l OTHERWISE � ' MK . A• .. APP>'AMN,A SURFA�=N=AND ATTALCHABIE,tlMf10.W FILTER V4 0 11 WFtED FOR ALL Cts PM CA C"BASIN& 25 Of " ._-_ AREA DRAIN _ S. SNOW"NT AMMrE OtKM OF SEDNT WHICH LEAVES THE BITE MUST BE CLEANED LN WDM 24 HOURS AND PLACED 0=ON THE SITE AND eTABIL,II® Cum Pw no Olt r- r ULM ft"/ OR P .Y DdBPOMD. THE CAINiE OF THE BmSrEMT PEWM IEJBT Bc MiOUIEy AND PREVENTED FROM CALILI<IN9G A OF THE Z i CATCH EtASIN 000HA10E WiTM THE OAM 24 HMM.ANY 9"TREAM1 CLEAN UP OF SED81B4T&HAti BE PFAFORIAED ACCORDING TO THE OREOM DEPARIIIIENT ir summa GEOTExTI�. As REoupmTW � OE OF STATE LANDA RECARM TFRAIME. odTE a• uN. w _ DEPTH W 7. 8® ff MUST NOT BE WENTION&LY WA&IFE) E INTO STORM ZIEV RM.DRAINAM WAM OR WA'M..R WINLB• •..r Z •20' MMI. FOR SNJGLE FAMILY ANO DUPLEX RESIOC IAL j S. BST AWBT HIE 4310NED FFbOMI LEIM'O ALL SEDM9ENT C0NTRCI<.1AE.ASUREB V1iMF.NN iT HAS RF.ACHiEO A NEKiH"i OF 11aR0 THE 811RFtF3i H1EI(iH;, � AND PRIOR TO TM 00"WL MBABLOW FISWVAL. 1--- GRMn coamucroN CURB RAW •� 9Lr-L.ow ENTRANCE -- -•�M !), CVANN�1f3 OF ALL STRUCTURES""H Slued OW OCCUIt'WHW THE IEOMMIT RETENTION CAPAGIiY MHS HIEN REDUCED MY 6Mfi AND AT w 7 PAVE]/ENT A COMPL.!'T10N OF PROACT. I& ANY US!OF MXIC OR OTHO HAZARDOUS MATERIAL.$I UWt 04MA ole P'ROMP STO AOC APPL WATION.AND DUP)OSAL . ,.,... .. ,.. . ;.► . .,^ .,,► ;... . � 11. THA PMPtMiTTlI�MUST Plbc>�..r MANAtfE HAZARDOUS WASTE1,USED OMA.CONTAMiN11TiFa Br,IL,B,COftq,RETF:WASTE-9MIITARY WASTE,rLtGU1D {' C PLM VIEMf DITCH INCE T �,.�y ,•• ' - - WAdTl.Okt OTHER i WgC SUBSTANfxS 01IIHQ OR GENERATED"M3 UHIlTTTlUCTION. 12. THE APPl1CATICN RATE OF P-Ev%T1LIJ'.M USED TO REEEITABLISHH VEOETATK)M MUST FOLLOW MA"ACTIIRF-Pt'8 RL401 MDAYIONB. 6" ovwI%1 of bogs IM MENT�il�FROM FEFU IL12M TO"FACE WATER4 N�iT BE Yi!tNMQED. TIN!RELEASE FERTIUYLR8 BMiOIA D 8E USED WD CARE SHOULD NOTES: NOTES BE MAM IN APPLICATNON OF FMRn2M WITHIN ANY WATER WAY RiPARWI ZONE. . 1. THE E)InWXX SHALL EHE 'HAMHTAMED N A CONDITION THAT WILL PRrAXr TRIAIA D OR FLOMIMHO OF ADDITIONAL MEASURES MUST BE our OF ONTO PO � LISE T-017DAA ►T. REQUIRE TOP ORESSNHG. REPAIR Ala/OR - WA I CONSIDERED DEPENDING ON SOIL OUT OF r IEA6U MtEs F.O TO TRAP SE06ENT. 1!L C1NlIER OR DESIGNATED PERSON SHALL®E RFBPON$ELJIs FOR PRQIsEIR INSTALLATION AND MNNiE7rANCE OF ALL E]SOBION AND LRFOIMCNT G OHTRM 2. MEN NECESS*Y. WHM-S S"I BE CLE4WD PRO TO ENTRANCE ONTO PUBIC RIGHT-OF- WAY. TYPES. MEASURES.N AOOORQiMNCE WITH CI1RRENi'CLEAN WATER SERVICES BTANOAF406 AND NFATE,AND(FEDERAL RE(GULATi M 3 WHIN W#AN" IS RMMKD, IT SHALL K DONE ON AN AREA SE45 UM WH CRUNRC STONE , IMF NIAM iM AN APPROVED SEDWn TRAP OR 50II0IT SW 4, NSE (+FT CW~ SEDMEM LADEN WATER S LE*AW THE SITE VN THE 00N57 %IC1r1OlI ( 2. BIO-FILTER BAGS SHOULD BE 1N, Pplpq TO ANY LAND aiEilNiBNdCi ACTIVITIES,THE 90LRWARIEi OF THE CLEARING LMAIT6,VEGETATED LI'IJFF'fwRB.AND AW 8Ei/8071VE AREAS SNOIMN ON DMVMW. pip MEASURES SHHALL BE 9dPlFlE11TED lO W43U RUNOFF THROWN AN APPWAM ( STAKED VA ICRE APPLICABLE USING THE PLAM SHALT.BEE CLL41LY DELM9MATED N TM FELD.UNLIB"OTHERWISE APPRDVMD,NO DMURBANCE I8 Pi�ItTTED BEYOND THE FHLIAIG SYSTEM. (2) 1"x2"WOODEN STAKES OR CLEARING LMITiS.THEOWFNEitIPle�Ml i rM MUST MAINTAIN THE DEUIWIITKM FOR TIE DURATION OF THE PROJJECT- b. F-�T I APPROVED EQUAL PER BAG. 2W LONG BY 2O' WIDE a' DEEP OF 1i' 11N1�5 CLEW ROCK. FOR FJRTHE:R INFORMA710N NOTE:V�TATW OODORB F� TO B6 EJEIINtAT�WITH ORANGE tX7N8z•RUC'TNON FENCE OR APPROVED EQUAL' 3. WHEN USING 30" 010-BAGS TO ON DESKS Ci ATRIA SEE WW d� , Ef" 2�D' IMIDE 3-6, CLF�W ROCK. FOR lIAt7Hl7t MRIrI".TION PROTECT. A CATCH BASIN YOU MUST CHAPTER 4 OF CLEAN WATER 1a iMtIGR TrB�IWIY LAND dlTLIiENN(3 AICTiVITt .THE M�+LP'i THAT MUaT BL INBTALLEp AIME CiRAVEI �• R ER D r,OVERIIMHG AIfi0' W 3- REQUIRE GEpTD(TlE FABRIC TO OSI FAM CARNA 8E[ l� SERVICES EROSk'IHI PREVENAON CONTROL.,AND I&V PRO'TEt'TKTN.THESE BIS 8 FAUST N MAIW1TAIHED FOR TOTE DURATION OF THE PROJECT. p� SUB-SOIL PUMPING. CHAPM 4 OF CLKAIN TSA HAVE 4 BAGS AND THEY SHALL BE PL SEDIMENT CONTROL s6rAm E710�MOtl PREVIDITI01I OVERLAPPED BY 6". PLAhWWG AND DESIGN MANUAL 1Q IF NEOMTAra SEED W=ARE 1{iWIFM"N,SEDIING MW TAKE PL 9X NO LATER THAN SEPTEMBER 1$T:THETYPE AND PLACENTAal l OF$EEO IN AND �IINT0ONTROL -- -' THE A11X ARE At ID6INTMINW ON THE PLANS OR AS SPECL'FIED VY Ti*DESIGN 040045R.PLAWM"�I iINLET PROTECTION 1T, WAMt n0 I'T1111CKS MUST BE USED TO MANSPORT SATURATED WAS FROM THE CONS RUCTN3N NTE,AN APPROMED EOUIVALENT ISTO DRAINI �1 CONSTRUCTION ENTRANCE /�' C TWE 4 c3am "m Servirts THE SOI.ON OfM AT A DESONATED LOCATION LASING APPROPRATE,11 O*SOIL MUST BE DRAINED SUi`FICIENTLY FEAR MIAMI&SPn.LA�fIE. l.i"1E I .7�/ I hr N.dcwi b da.. z IMu &r !.d.+r, DRAWING N0. 015 - REVIVED 12--N - 1a ALL PUMPIN®OF SlEDMIENT LADEN*AM MUST BE DfACHAI M HD1/ER AN 1JN018TUtaIM `t!D.F�tl`PFAJ►BLY VE<3ETATED AREA,AND 71EtOL10H A�dI�NT t-/1 0 olIAoi Lu SEW REVW 12-06 CONTROL BMP(LIE.FILTER BAG). 11L THE EaC PWt3 MUST BE IQ):PT MELTE.ALL t►F.ABURW B19dWN ON THE PIAN L&W HIE MigTAL1F0 pNtOF'EFtLY TC ENSURE THAT$EDHIIEHFT LADEN WATER cr_ DOER MDT ENTIM A l,LJRFACE WATER BYETT:Iw1,RLaA1OwAY.OR d'HiER pROPgZT[F�. j' , 0 _., . . .. -'-�� ASTH1E ESC MEABLJTiLB>rNOWN ON THIS PLAN ARE THE MNMd1LIM REQUIREIIIENTS FOR MPIOCPATED SITE OLIAdDiTlf)h9.DIJRIPIL3 THE 0-04 d PEAlHDD"THEBM bl'EABUREH SHALL BE UPGRADED AS NEEDED TO MAINTAIN COSAPLJANCIE WTfH ALL REGULATiONS. � Ct 21, TiiFLE171EPH ESC LOGO ARE SUGGESTED TO BE MAINTAINED CNBITE AND AVAILABLE TO iJ S1RICT WPECT>OR*(IAN RENT: Q F'�■f 0 2L IN AP"lU"=To WINO EA'W")K APPROPRIATi @MPS MUST a USW W 4CH WY I4CLUOE TH a rpr4CATiON OF FINN WATER SPRAYING,PLASTIC � SHElTN10.MUL CCM.OR OTHER MlRo►vEu UPOL1lllS. 2. ALL F.XI~0M. U OW N CANEi M OWN0 WET WEATM PGtpO, I I I it I I ANGLE FILTER FABRIC ! i FMCE TO ASSURE SOIL. IS TRAPPED i STANDARD EROSION CONTROL. NOTES FSR SITES LESS THAM 1 ACRE Cin INTERLOCKED ow Y gumI DRAWING NO. 945 NOTES AND DETAILS '��0 ��-� EROSION CONTROL 2'x 2' POSTS AND ATTACHRL A USE STITCHED LOOPS IDA-m 08/15/07 X minlm" OVER 2"x 2" POSTs NOTES: FANDRAWN: NWS �� w �• - �- 1, BURY EHOTTOM Cf LATER NSC 6" CNH i VERTHC•ALLY 1310-OW FINISHED GRADE. -- I io 2. Yx Z" FIR. PiNE OR SUM L� �' I cV i FENCE POSTS. POSTS TO K INSTALLED ON FILE�r E027G (J UPA IL SIDE IIF SLOPE 4. COMPACT DOTH SM OF FILM FAIJMC 1tBV�9IHDNa: Tom:. 10/'IMA"8909U b. p^ELS MUST K PLACED w,_�,�r ACCOEIAILRDING TO SPA�CINO ON r e�c yr ACCOR ING To */m/ov RTVML4/dl ODOT Mmm W. NTS /�, AAI OIt�M10 N0. FILTER FABRIC MATERIAL V U'ML OwS n 38" WIDE ROLLSOF AM "iNila NOY . N 0 AW WAM MOW Of"M Fw" My r0 MM IMMp "MRittl FiiiMEIMMION a AN 't SIMM�H>A MIO. B1EI)B r 8 MAXIMUM SPACING ON FUR719ER IWORMATION ON DEMO CRITERIA SPE i „� GRAPIER 4 OF GLEAN WATER E MEW 8ER1AQa am" PREVENTION NTS PLANHW AND DESIGN MANUAL SEDIMENT FENCE ( %�,,,v,sav5n . 59 DRAIMNG NO. 875 REVWW 12-06 _-- -- JOB NU1wI 3BR: A06027.11 PERMIT SET RESUBMITTAL - 12/Q3/07 ..- _ .. .W:r:,M v ;-..:S4Y;{.a. .r.yt Y,yy-,y ." ,Xfi^ ,,:�T-f1'ax..t�..;.. .•..y y, .4 1 Y1•�:{:'.�Ai'Y'-1 �' "'•'li' y ...,. .w .-_. ..-.. _ .. ......-. .- .- -a,..-.: -:.7^s-•..�., i �._ �', :.yy a.,f iM•M,. ..,+..m .v 8, ,:t.,'T.•Ak+�+ibaFA,r. Y"�"-''�.":�A�t+![+':m'Y'`?`�'�Mh!"�C'7, 't„rtf•.dq ! ��-. _Mw - - w �. • �,.. :NI�I�N'?MxA^'!FM+W"M�qry��'.NM'L'q:Pa•.,�rn.o..gy.arp.n M/ arv..^11A"',�.mrprr vw. n.r.. ``". ^.'+e-A`, ,.. J 'a*yri. n_n , .ud,,. 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UG / . 4 ?7 TING fli / �EXISTIN Vdov (/` VIY�/ 0100, PREFAB 000, Z � / RIM 357.38 n IE OUT (SE) 354 � 1• wA'ER METER (I O" CSP) _.____ _._.. AND BA W � J � ` E-1 ' �P - w - o� L / �� / LLJ A\ IRRIG. BACKFLOW -� ,�`-- vsvmNDATION DRAIN / SAN02x Fr, -355.50 0 00000' SS SiuFl AL A 71 4 S50 -5 " TURNAROUND W . 1 a KEY NOTES SG CB C82 PRECAST �'~ --�._ � ( \\ ( - , Ms ® OIL/WATER SEPERATOR Z RIM 34.1.04 .� - p T r� iaf) -. -_ C '' 1 E N ., _----,-.._...� _ „,� .,� 0 "SikA03.7x �3 1 UTILITY VAULT 253--SA � (' OUT (S �, , S�04 IN, , (OR APPROVED EQUIVALENT) (12' CSP) :'' ' , _ -348.04I 25- 5Q.50RIM-355.35 uj - T Ixl.Ua= 54 _ I IE IN=353.44 135LF OF 36 CMN DETENTION PIPEO0.4x IE OUT=353.64 NONE 1 71 _ a (� INSTALL MEGALUG OR 711RUST ,Q I BLOCKING RESTRAINTS ON r _ �� ALL FIRE SERVICE JOINTS C r w r F S1TY) .2x SEE TVWD DETAIL /20 SHEET R2.0 a (� INSTALL MEGALUGS PER TVWD DETAIL 0101 W; �.. r. .�. SHEET R2.0 mull= I MH1 SAN RIM=344.05 IE IN=337.93 • IE OUT-337.73 G FH WEST SIDE QF SW 68th PARKWAY ' ( MM3 STM APPROX. 60 SOUTH OF INTERSECTION 4 RIM-344.01 WITH H"G WAY 99 = 3 ,. ( IE IN=337.93 / / I FmIA =_ 1 174 IE OUT-337.73 S I UTILITY PLAN EMH RIM 339.18 n � DATR- 08/15/07 DRAWN: NWS LEGEND PROPOSED EXMTW40 GENERAL. NOTES C>I.YLEDt CNH �--� --- FTM. 6027C20 SANITARY SEWER LINE - - -__ ;_.__..-.- STORM SEWER UNE �'- --- ------Sp.-_.- -_____ t. ALL worst s+Au. c�FoN To THE I� a�ITS OF THE aw�r+T ! OF �. TF+E ocxrrnAcTOR sr+ul. ro�FY K�+D a�F�l E�sTNc �aTloxs. MOTir Ie. N�'is woo auT�rs To a�snE I�A�r+aLQ s+Au HAW FUME cor�IlEc'noa NO RJgvI8ION8: _� �.._�.'�.�. .�.� THE LNF•ORM PUMI3ING CODE. N7UW4TMAL BUEDNC CODE. AND THE UWFOR4 BMW OF VAMATIONS N CONDITIONS SIHOMN ON IEE PIANS POTS OF 011AER THAN 12' AND NO FARTHER THAN 3b' FRON THE MANHfDIE. � FIRE WATER UNE _ _I w._ _. OMA4w Mm FNtE WOOS MIORI( SfIALL N90 CONiOFtll TO THE STANDARDS OF TFE ,i1RISDICT�IN OOINECTI011 TO EXOSTNC UTUTIES AND LOGATIONIS IMEtrE DEMI UTIiTNES IHA1 17. PWM d' PEIFMIM FTNADAIM MAIN I11�' SLT PROIEC1101 9000 PIIOY�E DOMESTIC WATER LINE _yy__.____ y�� Prvem vee o�op - - r._..__. _____. AND THE PROJECT SPECEICAl4DNS. MM MIM UTNi11ES S1HALL BE VETTE® BY POTFIOIINC PRIOR 'MWORM OEV9Ox AT OONEC11dl 1E1 SIM SYS1F]I 2. THE CONTRACTOR SHALL HAVE A FULL SET OF THE CURRENT APPROVED CONSTRUCTION OR ORE3DM MATERIALS IT IS THE CONTRACTM RESPONISNNITY ELECTRIC LINE E Nam TELEPHONE LINE T UTILITY KLAN NATURAL GAS UNE G CONSTRUCTION DOCLIMEHNTS Ng1ANG ADDENDA ON THE PROJECT SITE AT ALL 10 SCIEIM POTHOLLINC SUCH THAT F CONFLICTS ARE ENCOUVTEJLED, 9111CIENT TIMES, TME HOSTS TO PFtfPAAE MODIFIED DE90NS AND HtA1F THE IKJOf1CA1K1N5 - - - APPROVA BATHE JURISDICTION NNIHHOUT I PACiMC THE PROJECT 9CFEDl11.E p AM��9 0M 604m = DLO' CATCH BASIN RIM ELEVATION 3` THE CONTMIM SHALL COMPLY WIH ORS�� OF �� EXCAVATION TO UTHIItY 757.541 TO � IM STM DRAIN FTITNN(S ARE TO RE ELxEaHIlar. �WIRM �' �" �`�'� GRAPHIC SCALE 4. THE TOR CONTRACIS RESPONSNM.E FOR COORDINATION OF PRIVATE UTILITIES to" 11. SITE RUN.rFF HAS BERN aRAM NAL USING RANAL METHOD MIALYSIS. PPE � w AM AN r a so 4o �o INVERT ELEVATION IE=100.00 AS G4 TFIEPHONE. POWER. CABLE TELMSKK .1C. CONFIRM VAULT LOCATIONS SANG BASED ON MANNNG'S FOWULA MATH N`O01a N' THE CONIRACIOR mw UM CO 'a0 a � EINGIHNEER, DESIES TO Sl1BSTITUTE MATERIAL MIH A Dillt'REINT N-VALUE; RE1M9ON OF wArrrat%ON of AN C:ILCULAfl0N5 MEJ RE NECESSARY. TFE CONTRACTOR MAY CONTAN'T TFE ENGINEER ewe Mc EXIS TING (E) S 11HE CONTRACTOR MALL KEEP 'NE ENGINEER AND ANSD1CT10N WORIEO OF FOR THE REVISIONS. sHwr IN R!'1' ) CLEAN OUT •CO C061MJCIM PRMIESS TO FACILJTATE SITE OBSERVATIONS AT REQUIRED NIERVALS 12 PROVIDE DRAINACf: FROM WATER METER AND CHECK VALVE VAULTS AS RE%MM 24-HOUR NOTKE IS REpIIRED. I faoh 20 !!. BY 1FE JURISDICTION. CATCH BASIN ■ 9. TINS PLAN IS GENERALLY DIAGIMMAX IT DOES NOT SHOW EVERY JOINT, BEND, F1TYK OR ACCESSORY REQLVt D FOR OONS1RllC710K 1a DOMM WATER LANES AMD ACCE MOBS BEIMEEI! IEE WATER METER AND THE GLUM 94ALL BE NSTAILIED BY A UCE?NSED PUANBER EHAF DYED BY A LICENSED WATER METER ® 7. CLEAN OUTS SHALL BE INSTALLED IN OOIFTIRMANCE VAN UPC OHNAPIER SES, PLUMBING CONIRAM. SECTION 707 AND SECTION 719. NOT ALL REQIARED CLEAN OUTS AAE SIAM. BACK FLOW PREVENTER ® 8. DEW CONNI110NS lMslD ON TOPOQMPHC WAIDARY AND UTILITY SURVEY 14. UTILITIES 07MN FIVE FEET OF A BLUM SHALL BE CONSIRIIC10 OF MATERIALS PFVAAED BY BLlEDOT OtOIP DATED JMIMMRY 2Z 2007. APPROVED FOR NTERHOR USE AS DESWIBIED N THE CURIEINT ED111ON OF THE UPC FlRE HYDRANT B Cj 1S. CHANCED N DKC110N OF DRANAQE PM SHALL BE MADE BY THE APPR"ATE USE OF APPROVED HITMM AND SHALL BE OF THE AM= PRESENHED BY O FDC ONE-MMEW BEND. ONE-EIOHIH BM ONE-SM BEND OR OTHER APPROVED RTTNM OF EQUIVALENT SWEEP. JOB I LTMIUL. A060#27.11 PERMIT SET RESUBMITTAL - 12/03/07 � --•._.'11(TiIII tl,�Ilf Il111�I I�rrl �tlr� -r�I���I I�II11r Ilrj'�r�lrjti1 ;� .`�j ��:N�t I�r)r�l ill i�r I�I I�III�1 I�I I�I rj ��T f t rl 1 Cr r� elf f�l Iii - L_ 3 1 7 e 19 bio '� ' T T' . ,I l ,� _ 1i is No. 38 ..�. .« LZ tZ UZ 8 t tI t 8 B L 9 i Si b S Z t �ll�1111111I11llll[Ullllll�lll 1lUlilll lllllll l� ui 111111U111111111 llll1Jlllllllhllfultlllliaw111 u.l�llll 1 llll 111��1ll1 llJl�llll Ulllllll llll�ll lllllllll l�llll 11111111 llllllUl IIIIIIIII Illllllll ¢. 'k. 1 "xrY,: "er lF 5. ,1 H. + RIM 312.27 _-- f IE IN (N) 304 6 (6' CSP) IE IN (W) 304.5 (8" CSP) M •, ' _ � 310- . •\ �-- \\ � Ili nU1 (Sk-)-9041.3 (12_CSP) —MH2-SAN--- - 10 / , I "e � ` FJM-307.04 --., CB IE IN-302.95 I 6�g F60i b --aE 414T•302. I RIM 308.63 \, / \ 00 ,i SD 0050 12' S7M - 400 I M114 S71I _ — —-- I RIA-307,30�- \ �If OUT (SE) 302,7 ( 1?`CMP) E-M;-304.34 '� \ \ •� / - --�-s_---- - - --•-- ----I IE 0UTm304.W ^305all -`�- �lcl�' -- RIM 30S.5U- ( / w .iCS f M .1�(S) 198.3 (8 CQNC?) w/ � -... .r.� � � A CP x�1" SILT-& Z �� _ 1 304.11 --��... / w - �-� W i IN �W) 29'x.4 (8" —w . _ -_ F t� (S) 295.3 (6" PVC) s _ OFF- SITE UTILITY PLAN STA, 0*00 TO 1+49.86 350 350 • 34.8 --- -- ---._ - _ _ __._ '- __. _�.� �. __ ------- --- --_-- __�. 348 346 346 344 -- ______ _________- -------- ---------- ___ ____ __ _.-___ _-- -.-_-__-- 344 342 - -. __. • __-- ---�._ � _��.�--_-- `----� 342 PQ 340 -----__ _- ___�._ ... _.__ 340 338 - _ _-__ -__ _ ,�-- ---- -- ---- ----- 338 E--4 336 - �_._ - _ ---- -- 336 z 0 334 - -- _ _ ___ ____ -_ _-___ __.___ `__. 334 Q� w _ � 332 --__ ----- ---- __ _ _ ___.--- -_ _r«_._------ 332 U o 330 --- ___ -__ _-...-- -.__. _--__--- ____-- _-- -- 330 328 __ _ _._ __._ ___. _ ____.__-_-_ -- _- ----- - 328 W 326 - _ _ .� __ ------ 326 - 324 - -.__ _ .-. _-_._. --- �_�_ _ - __�.�-.-_-- --v� - 324 322 ------------_.__ _ -_ _ _ _.___ _-_ _ ._.__. - 322 320 --_ _ ___ __....__ _____ _.___- __ - 320 318 - ----_ -.._____-- __-._ .___._1_.._---- -___.__ _._.__._ _-__---.__-- 318 316 --- _ -____ _ - _-- - -- ..-_-- --___._ 316 314 --- ________-___.___ .__._-_._-______ ..r_._______.____ E ____._. 14 OFF-SIT 312 ' ----- - ---- - --- - 312 PRIVATE UTILITY PLAN 310 - -- ---- - -- - - -- 310 STA. 0+00 - 1+49.65 308 _- _---- -- ------- ----- 308 DAT& 08/15/07 306 1306 �EE SHEET C2.2 FOR CONTINUATION DRAWN. NWS 304 - - - - -�' - -- - ~ 304 amass : CNH PH& 6027021 302 - - _. ______ __ __._ _�.____ 302 Re SIGNS: 300 300 298 - --- - "`♦ - 4298 296 - `V -__-- - -- - -- - 296 -- - ___ ---- --- - ---_— - ---- ® W . , � , M� soes,Au wagsFRIMM 294 N - - ____ --� --�- - 294 r� �► N ,M M 292 - _- -- _--- .-� - Of PROPIM " �.�"w"Cu N • -�- 292 --- - ; � - W --- - � W W _ DATUM ELEV IBM «...�.�. 290.000 290.000 M 0000 aN o a% N,6 „ci No -,o o CD C) CD o 0 0 CD V-4 ■ 0+00 0+50 1+00 1+50 7 of 55 OFF- SITE UTILITY PROFILE STA. 0+00 TO 1+49,85 Joe M- 4oALAN ■ r ■ Il1 eV r • V �� A06027.11 PERMIT .SET RESUBMITTAL - 12/03/07 21, Vii• .,�:�,, •,.�p•:, _. -.,a7. 5.��•v. _-- _ �.. w,,.,e,�-_...-...... .,,ar , .., ... .,_- - -,,,...... ... ....—. ... ... .. a ♦ ram i, cad. i;, �;� � ,,'. , fT1 r l 1 rr�-1p. j Trrjrr_r,T f IT'i1�l IP27J Y � � � r •" r , � � iu �1� llulu� 111 1� � '� uilu iuli�Iill , . ., !n r ri ,` .. .. .. .a..v,*w„nR,o.,uw�.�ra:_,o+r�,. ....m•„..w s.,.w+roor,wr-,► .,nm.nrwa�.r. .«ia: . 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EX OP WITH HE N �L TU ELE - AW MAMIER, EXCEPT WITH THE PRIOR wMTTEN Pfffise 10N OF AAI LN 04MFWIQ MC. 290.000 --� in o � 0n 00 a- o � � � � � o � do' SHEET ON �-+ .-I U'0 O` � 00 � _ -cs cu - - 00 0 (� tet' �0 r` o � r) M M (") M (� - "t M ('') ('') (`) M Cr) (r) ('0 (") M ('7 (") + 2+50 3+0034.50 4+ro0 4+50 5+00 54-50 1+50 2 00 SEE SHEET C2.1 FOR CONTINUATION OFF- SITE UTILITY PROFILE STA. 1+49.65 TO 5+30.97 JOB NUMBER: A06027.11 PERMIT SET RESUBMITTAL - 12/03/07 ...i wr i.'.' iW'Hrvui.:auA .Yi�Wr+•TS ry '.. :3Y.�. r. ..R .. _ - _.. .. YMr r.. - " - �v ... • b � , i i •x tJ r tMl ��r r „ • ,� ,.. ,.. �x"'S'., - .:._ ... „ tom,; -' ''Y$SA•i#fdEt.^aY.dl+� r' 'i-�'-w_1RSC. -^sJyli9.i. 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P^..in 's°. ,. yr ".Li t+..14it _ ... ,.,� n..rrrrrF�yer.ir-Rt• ... .r•+m•iw+r.....►r.►. ..Y.�+-..-..rim...ra.,errr ....a. .sr.. _.... -. ..q...w•r M./"b ,w�1rr»w. r _. .. � y,_ — -fit i*Is.-' r., r: :N► .. .._.._ y •. .. .. _ aril I pt i ;S i. f rr� 02 i 1 i, C WITHIN STREET/PAVING LANDSCAPE AREA ONLY PRI 2'-10' DIA. CLEANOUT HUB •�7 �+ilNftP "/ 1 - 1 _0111 10" i'-0" / CONCRETE -Fb••3500 PSI RESURFACING TO MATCH EXISTING PAVING SAWCUT I SECTION. SAW CUT AT LOCATION OF JOINT FINISH GRADE EXIST. A.C. C. ,,r--- METAL GRATE--RATED FOR H2O. ,/�Y EXISTING o° NG SECTION __ _ 4' DIA CLEANOUT p o° ° a 6' _ N. NP CAST IRON PIPE SLEEVE CONNECTOR = ° ` '• " ' ({ =III _ ° _ { ° ° / III I I I I EEMiNlfll GtWA* PROVIDED BY LYNCH CO. {_--({{ • . I + / {I • • ° ° . . • . . _I{I I(=III= I °° "o ! ` I APPROVED till . ° „ ° {{{= �O i 1/2'-0' CRUSHED I I ° NATIVE BACKFILL (COMPACTED) - '{{{ AuGREGATE BACKFILL w • ' — 3/4"-0 CRUSHED ROCK - (COMPACTED) ° ° 11 COMPACT TO 95X OF AASHTO ° ° "/ T-180 STANDAMS • , u p �^ °��•.�•.° :r•.°:r°°° r• -III- III III u _ ID '.•_ ••. •,„ •. :o. �•.'o•o. °. oo.• ° 18 GAINSULATED TRACER WIRE III I NOTE' VERIFY ALL ° � .>r • . . . ° .•� ° • -- III -- � I I I - I1� -- W CLEW •••°•••~• ••• ••• • •.• � • •Y.• • f' _ - OUT '` •°• �:°°.•, >°• °•$'>i:° i°e�°°° ,,• - III = III ' a JURISDICTION CLEPIPSIZE :►� f�• •• . : •.! .. •:! .:•. . . ••AAAA C.!NITARY SEWER PVC ASTM 3034 °° ° REQUIREMENT'S W/ W BAFFLE OR EQUAL - SEE PLANS FOR SIZE _ PIPE ZONE IO ° ° o° °°p° ^°° III = III =_';- �� T OF � OUT ON PLAN 2IE AS CALLED •-0” ROUND OR SQUARE SHEET _ f�� CONSTRUCTION z - METAL CATCH BASIN -- DEPTH A5 - III = I I Z - J REQUIRED. COAT WITH.ASPHALT PIPE BEDDING - PEA GRAVEL OR ° ° 0 ^ I I -I I I .�'�: °°°:r••O:2.°•°e °•°•ri°•°•e.°•o• °•° ' Y••0,toj 7° SAND BED�ING W EMULSION INSIDE AND OUT. AS 1 ••,� ,• •M• ••,'l N►-' • {I ' ° MFG. BY LYNCH CO OR EQUAL. •:"°••�:°•°.;:°••,:°•'`'°••""'••"o ID °'°••;' ° _ g34--,O PIPE BEDDING PAN WAIL. TC BE 1/4". D PIPE ZONE MATERIAL CAULK SOIL PIPE INTO HUB. USE STABILIZE SUB-GRADE AS NECESSARY D.I. PIPE UNTIL 18" BELOW r-RADE. PER GEOENGINEER RECOMMENDATIONS. 1 PRIVATE_ TE CATCH BASIN SECTION 2 PRIVATE TYPICAL CLEANOUT SECTION 3 PRIVATE TRENCH BACKFILL DETAIL F C3. NOT TO SCALE 02722-03 Q!-YNOT TO SCALE 02605-01 NOT TO SCALE 02725-04 h� . C ' Z STANDARD FRAME AND COVER V1 O GROUT4' CONCRETE EXTENSION RING W CC FINISH GRADE. INSTALL AS REQUIRED TO BRING 0 MANHOLE COVER do FRAME TO _ — SEE PLANS' DESIGN GRADE - MAX. 3 RINGS OR 0-1112" MAX. NY Q — ECCENTRIC MANHOLE TOP 0 t • 4 r, STANDARD 48" MANHOLE RISERS STANDARD M.H. v, 9.75" ;, RUNGS 12" O.C. o M• LOCATED ON VERT. jjn SIDE OF MANHOLE, WITHIN 24' OF4. RAM-NEK JOINT MATERIAL OR EQUAL COVER AND FLOOR ti NOTES: 1. POURED CONCRETE BASE-5 SACK MIX, 3000 P.S.I. AT 28 DAYS. 2. FORM GROOVED INVERT AND • 8" TO 24" MAKE SURFACE SMOOTH TO DIRECT FLOW. 2"/FT SURFACE FLANGE SLOP ; SITE/CIVIL DETAILS MOUNT IN-GROUND o z 1. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ;o �— 6" OF 3/4"-0 AT 95X OF MAXIMUM PROCTOR VALUE ASTM 1557-C. DATE: 08/15/07 DRAWN: NWS CHECKED: CNH r4"""), BICYCLE RACK 6 PRIVATE STANDARD 48" MANHOLE FILE: 6027C30 C3. NOT TO SCALE 02750-01 REVISIONS: 02580-n8 C3. NOT TO SCALE ,</a,a T SET Mow , OFF-81 UtlITr CO�TIONS U/03/01 REVISED PER 0007 RELIES © AN ENOMEERMW INC. 2004, AIL PMTS RESERVED THESE DRAWNU ANE THE PROPERTY OF AN ENOIElIrM1 NO. AND ARE NOT TO DE UM M REPRODUDEO IN ANIS IINAWaf.EXCEPT WIT"TNL PRIOR WWW PERMISSION OF AAI man INC. SHEET ■ JOB NUMBER: A06027.11 PERMIT SET RESUBMITTAL — 12 03 07 sM.w wt! ��'r s::li'T �v2.aiaka ,�7Y'"•' ' l ..�." #S f�AG#h' d_r.•. •, . ''"''•'"� « 1 3 j' '.A: __ ,., Ili ITT" • + r r11 TIT litdt r I I' 111 11 T1 Tlr �-ITT j Tr 1�r �1j� iT I(� ilrjlrr�rlr 11r til rlrt,�( 101rT Tijrl Y jr T�il',�12 f 1 1 1 1j '� , , 1 e 1 I s I 2 3 4 r , - 4�. N0.98 Rim. 111,11 1 lullr' 'f �u 14L1 I1llUi11111111JU1'A., N • G .. �fi' � � ° _ .w• ._....�+.. :�.M.An+.w+.utc..r...•o•.,.......+...an...n,._.,. ,.....ao..,. ,r:.,,,.,:ce,.ewr . .. T' n . , '�✓ ' ' f �'�•.�/it i+,n�+y;•-..•1. -•^Vuw'g!'av•t.'.1'ti+�.IlMq:�.i,;,. .,,moo. ..�;,i1i,::uc +er.a+W..•N:;:t.•a�. r .,,,_« .. 4_ --. - •.ss.•.. .., l7d^.►ewx:r -».c: r a°aei:,h 4[..:-^a:.+n•••• --.un:- ��•fin•AMy+.+s++Me.arn.+�;ar'.-u.,r••.. ..eR*wr.'._.,W.IY�!►,•eev.wr+naa.+w•w.le•rW.•�1.•wD..a,'e._•«._.:ne..rr,.•l.i►..w+Aa.IG.2» " •- "'+u..571rtr- JP.n.•..u.rwrrw 4ar.i^•°mc'.VwN.V+•.�7a�'iRsrtlllrc..'-'— y��� .a w...wa '�+m. • LTf'•M..aY^.7MrW�' 7�t'�ti AAAA uw.,,,_errrr:•r....w>.n..a++.:_ ..s...•x...+-.,+ ......Ye-'•.w�...ar.,►uac� ....rw,...-ww..iww-iSrs...�•.•'+.•w••.e..'.bw�r+. ._.it.»o.+S...s w•elweaden. +w.. .., .,.... ..-....,� ,..,r......,.....•. ._. •.-.,.. ;. w.�. f{. ti ,1• 1 ;a U41 GENERAL NOTES B C 1)5TORWILI' R Ott 5TORMWATEK360:V45T:FORTLAWD,ORCGON(600)548.4667.CA51:5f ARDORDl1GIT,ME(877) 2 relMA,A,eW Fox 807-0676;IIID-AILANTiC:ELXJUOGC,MD(866)740-3318. 7 /Vvvl N ELEVATION 4.0 0"NING 2)rLTC"TO BE 31MON-ACTUATM AND SCIl ClEAN1Nf. 3)STEEL 5TRL1CfUKr.TO 8C MM"ACTL*=Or IA INCH 5TM FLAT[ i/^ft OUTLET 51118 4)5TORMrO.TM REQL11Rt5 3.3 FLET Or DROP FROM MM TO OUTLET. INLET 5m-%A)NOT 8E LOWCP.MAN OUTLET. ".rr or (5[ NOitS 4451 ICT' 6' S)C&W CQUffW VAf 4 W.A IPRO10I MTU LONG STUE15 rOR INLET�AFFl1CA1 AND OUTLET MrING.5TANEIMD OUTLET `- OVEfty 1'-5 I1A• STL1615 a LNCIM IN DIAACrM WMKOI IAA OUTLET 51U6 L5 15 MCi 5 IN O"CM CONNECTION TO COLLECTION rr*4 - - -- - -� r CAN at MADE US"rLEOW COUPLING BEY CONTRACTOR WEIR WALL • 4 ► , i VARR"! G)rOR N 20 LOAD RATMG,COWNETC COLLAR tS itOU1KtO CONCRETE DOLLAR WITM QUANTITY("2)14 REINFORCING BARS TO ' !'•!!Yb•MAx. 3'•37110' 8E FROVDED BY CONTRACTOR 17 7)ALL sTORA*MO.TE"RBLAW RlCAW MAKICNANCE REFER TO OPERATION AND MAbNlemAw7 GLDM#ft rM MOR! MNORMATION. 0, . 5, •• 1 1-C.AR.TRJDGE CATCt1B I — scum DAMS '� mM 5TORMFILTER DATA W INLET siue (AJTLEf 5TUD W - ' CDR (OPTIONAL) rv2vovTLfTrre ( NOTES 4�5) < - ALE NOTA 44 5) .�p Z Q it _ c --- �- r-0 IreFROM Rzrrid REMIh71ICMIG BARS OJ17r.e FROM UIDCRORAMI - 1orTIONA csEe NOTc Z 1 TR E CATCHBASIN-SECTION VIEW B LE - Of ANOTES 445) -CAR iDG 1-CALZTRIDGE CATCHBASiN—PLAN\ DEW ,� `, "f c'alrr " Urnw M `IIET� �11MLT 4v •-Al,r -,OOVL1t r"( Or 4) MEET GRATE OPENING 21/2• - N TS wlEr GRATE A cess coven T—�1 �cuNcu7eCOLLAR � ' '.:` • . �..,.•,.,,' Off NOT[61 � • y or OUTLET 51118 4'-Ot ZSCE NO1E!I 443) PERMANENT • FOOL ELEVATION r • 1 •. • so"RAA STORMrK1M CM:RDGC CLEANOUT ACCESS CARTRLor a tiYr) 5urrORT I LUG OM WEIR WALL Au MOTE a.) I ... .� '... •4 .. UNDERDRAIN --�--„ 1-CARTRIDGE CATCHBASIN-SECTION VIEW__® r�• r.,• �——443 :d IV M+�Ace RR.t IIIg1pC RIA 11!D100AWAIM WMAOpMMf fM!Dl()wAwMTfI MA"AOblNT 4'-O 3M' Tel[DT�AYIII[.wlMfiCMMT SW No 5r� x•'•�� '1.1.t�1SM1�Ngo.1,tt.�ib. OUT31pC RIM-� U.D.MIM M. 7.lti.fJS. 1-CARTRIDGE CATCHBASIN-SECTION VIEW �.�I pal$IA". w.s.Torsa�.a..ccn.cM► 1-(;ARTRIDGE CATCHBASIN..TOP VIEW � Ir 6.6"b s;w i624.57G 6. 1 w c.c4Sio4s."•.SA&4.S7c. Ab.c.as.ol..w sA:74s►c. v AND bITQ U.S.AND POMMU AID oA1le1 U.S.Akv t"011Oil AND OTTER U.S.AND roRtloll 3 Mrcrls Islloua •� P�fe"POpIC sA amomsomm - PAIN!RIIom am�� DEEP STEEL CATCHBASIN STORMFILTER DEEP STEEL CATCHBASiN STORMFILTER DEEP STEEL CATCHBASIN STORMFILTER Z S, tormwater36Q AND SECTION VIEWS Stormwater360 SECTION VIEWS 2 Stormwater36(l TON VIEW NOTES AND DATA 3 Vl O STANDARD DETAIL- 1 CARTRIDGE UNIT STANDARD DETAIL- 1 CARTRIDGE UNIT '-�""" STANDARD DETAIL- 1 CARTRIDGE UNIT w u L■ � W w1�.rlrrllMO.� a11e1Mw IIOMt1O/ 1taw11�aO�+aswl OIIIIMt1YM a1�a�tORA a1►ie1YOr� 011AlatROl� ruwl�aONoow allwrcAuw c1�ol10ocARs DAW IWM r AR-111 11 puny QW14 4M oRwNtr/1w olOcl�AtlA O Q 360 ACCESS PORT ~ FOR MAINTiaNANCE. - — 6" PiK 80" CONTROL MANHOLE GENERAL NOTE5 1)5TORA1MLTLR 8Y 5TORIr:vATCR360;WEST:FORf1AND,OREGON(800)5464667;E"Tf 5CARBOWLIG11.km(877) 9074676:AAD•ATUWTIC:LSILRIDGC.MOO")740-3316. 2)FILTH TO 8C 511`11ON-ACTIMTCD AND 5ELr GLEANING. 3)STEEL STRUCTURE TO 8C W"WACTURM OF IM?ICN 3TML FLAT[ 41 STORMFLfrK RBOLM5 3.3 FEET Or 01tir FROM XM TO OUTLET. I'LET SH(AAD NOT DC LOWER Ti AN(YUTLET. MLEf Or APR1fADW AND OUTLET MF%4 TO Et%MCWKD DY MGIIAM AND rROVWrO BY CONTRAkTOR 5)cmr Comm WITH 4 MGN(MPROWIAM LONG STUM FOR MIST(IP AMLICA"AND OU11ET MMNG,STANDARD OUTLET _ 51118 D 6 MGRS M OMARTM MAXMIM OUTLET STUB 13 15 11KM M WAA MR. CONNECTION TO COLLECTION PFAW CAN BIL KOM LAMB•PLDOOLL(XXN%N6 r(COiITRACTOR 6)!OR M20 LOAD RAnG.GMCR[K COWMt 15 REQUIRM.GONCRETr COLLAR.WITH QUANITTY(2)i4 REMO0FD;1G BARS TO 1(' OUnET PPE LLE M10VDED 811'CONTRACTOR 7)ALL STOIOAFLIM MAW Re"M MADITEMANGC, REA-It TO OFERATROL AND MAINTENANCE GUIVIE►iS POR MOR[ MFORl1MT07N. _ ,. 34 CORRM7ED L11q1k4\ tffi PFE `-1 OUTLET PIPE I-%ARTRIDGF „ATGtiBASlN 8 PPE 5TOKMrILTrR DATA JETAL DEiENiM CONTRa- SITSITE/CIVILDETA'1_S PPE 0.179110 MAK40LE 30" ACCESS PORT RIM-354.013 WTALL MANHOLE STEPS • RING AND LID A8.► 1a" O.C. STEPS NII' &C, DATE: 08/15/07 — OUTLET RIM- GRADE DRAW-1: NWS MEET "�''Nlrl WE 6* PIPE CNH 36" CORRUGATED IE-348..20 IE-34804 METAL DETENTION SFC84 FOUNDATION 6Q27C31 PIPE 131.75' DRAIN 3.25' vREMIONB: naet ea►n _ ACl Ess(x>,/eTt 12' OUTLET PIPE ORIFICE 10110/ fa i u/W/07 favim PON ODOT name /001� .; ORIFICE 8" PPE •• .: • 1 1C 4• IE-34x.33 IE- ••� n AN 0000 L1Ir10 NO. ~ • _' . • • T10W tM1AVIMN ELM TW PIiOPORTr Ot NI 11irlLA OIL().AIM AM •' P MT fO LI!IIIA 011 FAFRo im N • ' �" . •.:� •. I .� -..dO w 0E-348.50 �►T/1 PlsMl1'iMON OF AN ANP!YAMl4R,mm"T i711 TIOi mm • _ 47.92 1 ---- .a.1.R�a om L ea e, 2' SUMP , mamm MIS RRrtJ , 4'•e S ,>s n I::"°°'"'T �-347.04 �R/M�. / • RIM J.S.t'ATMf M.r.SMPA". 1 w•w 1-CARTRIDGE CATCH IN-TOP VIEW 1IV" w:6,60':a:Iw:s a:`n. 7 38" (WP DETENTION PIPE 0.4X 12" RIPE CONTROL PIPE zona al....�>fo346.50 DEEP STEEL CATCHBASIN STORMFILTER IE-346.50 I OUT- OR SHEAR GAT£ MITH� 1.S" DIA. ORF 0346.50 StormWater36� TOP VIEW, NOTES AND DATA 3 SHEACONYR 7E W &o" DIA OF4M • 34&79 � STANDARD DETAIL- 1 CARTRIDGE UNIT AIN O.a" DIA. W11M • 310.30 - (3£D To TDF' FREE DIISCHARGE • 340.70 elan nlww .eA1I�ILaa rPe wlrrar+aoo�l olwlsc rlw c�1,+1�AIw 1 DETIFNTION AND CONTROL STRUCTURE 0 of 54JOB ILI>n► : (r`3. NaT To WAM 07724--02 006027.11 PERMIT SET RESUBMITTAL 12 03 07 Ern r'�4„ • v•. i I .�„ ; �i Ijr Trrr lr t;�ir�rr T1 Ylr-Fir i�r�r i�« -411 n..,- ITT r�r rTt ��l rjr i�r rCr i�r r�i ISI I�r �`�r r�r r�r11�1 r�r r1► 1�► r�llIi�i iii �„ Z 3 1 4 1 1 g ( I g �10 �11 1 i ti. f I12 �g .e..j I � � A11w11��A�T . 1t, AV ,e ' I: N0.3d a rwwww � '+;�?• • e r � e e >: it s r. t,- . ;_ i u�; 1 i ► � �ltu ul •� ; � �u�uu i �l u i��u ut�� u�iii :� • � 1.��� h `�,• ., � .,:'.s/aT ,.... .Y-.fy.r•v...,., ..xu aw:-.r.... ,d3wMl..'F',;'.:..�MI�I/�M�1x ` .,--r ..aw.,m:.wd.w.,.,:_•..: .,....w..-,...,....+.w.y..wu•-- - > .r.,.,,.. .w,cw,.,..n,A._ ,::or'�.a.....r, .....u,:.s.eA•+ri.+....,+a�..w."....�.►tr+s.,w.,»_., h.>.:.mr.:ts.....,w► ., .,......r.e+r •-ww.+x.r+.....•w..+� �I..w+.+M..rt.,«.-+v.,ranntl'e..._ .,.+- .e-.•. -.,w.w.►,,..^.._ ,._.. r.e.aM,r.- ,s.,n+s.. .a... ..-;n1...:•.,yl........r...r e, ,-,,..y,a..C'«san:9.e.r_� xr_ ..... _ _ _ - .:.. _. a ...•-3cYt-�ii'. ',-,...rr:'�i.�...dti,�Ai�Y4+w.«.... .,..a.� _.. .. .- _. - __ -- _ t F,. t i —i To MEET IiAPNDrAP CODE SIGN ANDPOST ( U �"�► REQUWWMENTS1, CONTRAiCI'OR TO p00RDMr11TE SPECIFIC RECOREMENTS W/ JUR MC M- I I VAN ACCESSIBLE SIGN - SIGH SHAD. I I STATE IN 1• HIGH LETTERS: 'YAH .f��` " �Q�! 3 I I ACCESSIBW N. I I •--- NST, All. SIGN POST PErt IAMIUFACTURER S NNW RECOMMENDATIONS d• CURB g' CURB SET PLASTIC BASE IN EP(i?.^.r BED PER MANUFACTURER'S RECOMMENDATIONS J 3' CONCRETE 51UEYYN'-K •� Z EMBEDDED DIAMOND PATI. PAST PER DMA MANUFACTURER S RECNAMENDATIONS -- JSL WI AT PLANTER w FACE OF CURB CURB w z • MATE 2'-0• Ali ON ASPHALT V i WIDE PAINTED � PARIQl1+IG STRIPES PAVING PAWT WHITE. LLj ' z PAWTED •LITE - TIP. - 60 cum � ExPoe�uRE ctm HAwYW PARKING E MBLEMI -- TYP �,. NZ.USAN p��C�S'EC 11�ppPER 4' S /�10A DETECTABLE CURB RAMP• 00, 2 HANDICAP PARKING EMBLEM AND BION _._. 02.580 -04 s• NOT TO SCALE 02550-09 S. NOT M WALE PARKING STALL -- 9' MIN LAADIPNG 00 - $' PARKING STALL - 9' k••� „ERIE, � PLANSE N _i S I G N I N G L E G E N MIN- VERIFY w/ PIANS SEE PLANS / P E � TVI A N �—; o» t) N�NTRACTOR SHALL SUPPLY AND INSTIL. ALL SNGlS. AND Is RESPGMME FOR STAKING SIG! LOCATIONS • $1 USE r' G; z AND OBTANNG UTILITY UXATI:S FOR STA!;ED SNCN LACII1IONS. S� SHALL BE L�OCAIED PER TYPICAL ON ,TOPPED LEG F COLLECTOR SKM NNSTALLAIM IL STREET NAME T��1 0 HANDICAP P S� SIGN LOUITION GR AS SHOIM�N ON PLANS. rty TYPICAL STREET NAME SICU LOCALSam Olt %J 1ETRAL WERSESECII�ORNS V1 w MUMS LOADED riQ-4 Awr iTy—sum aw NEMS mm w Sim NAME ma INSTALLATION FOR 02580-03 • LOCAL cCOLLECTORS L `TOS ` a:NOR TO )2 ,ILL SIGNP. SHALL CONFOWI 10 'ITE MANUAL ON WORM TRAFFIC CONTROL. DEVICES AND TIE 001,11 YS C AANENT SIGI%' ,.EGM- � PER' N� 1OP \ Of� Q 5) NOT USED. f of- pep 0 4) POSTS 00 , 01p�?110;10 of � I� fA MINS" OF 2 X 2 NCH X 10FOOTGALVANIZED11NsW TQLSPAR• OR 12 GAUGE �� pF Igo PERFORATED p= OR APPWYED COLRVALENT SHALL BE USED. I� I A 2 X 2 NCH X 12 F".�OT (M PL) 12 GAUGE. GALVa� •111A5TRl1T TaR 12 G'ruxE AP. I pETNFDRATED POSTS Olt MPRONED EDUWY.FNT SHALL BE USED LTJ A COMBINATION OF SIGNS Ic MURE TW 36 RXXS N HEIGHT. SIGN COMNMTLON AND INNMUM SIGN MOWNTTNG HOGHT SHALL DETERMINE POST LENGTH. / SO POSTS AND MOM SHAD. BE INSTALLED PER "TYPK.N. SIGN 1110MIATION• ND OT02 TYPE OF P05T SN6 L BE USED UNLESS PRIOR APPRO K OF TIE COUNTY TRAFFIC / ENGMEER IS OBTAINED, g• of OK1.Y n w/ LJGtT BROOM Fri �w�._..JJ � Si''E/C6VIL DETAIL 1/20 RADIUS TV. I r so TREE � � ..—_._.- GRADE • BACK OF CURB .�L��f LNG LLG�ND 1L g• g• !I]IOYE AI@ SAVE FAM SS"(11)AID SAME EI"K M 9oN 91PPORT MAJOR sr. DATM 08/15/07 • EXTRUDED CONCRETE CURB S9 IN DRAWN: NWS b EPDXY CEATEKT VACATE EVI W SAID SO(II) AID EIOSIM6 SAVED(NN)StGtI 9UPPOItT = , _ Slat TREE TRTf CHECK-M _ CNH (III FHSH GRADE O BACK OF CURB ---� SKM N AND SUPPORT (M) _ __ -. " ' _ . _.�,'.;_�_ • MAINTAIN am PROTECT ExiSTWG O _1��1:6�CI� 3FF..J�BSECI4�1 FILR: 6027C3 - -- . - „- `�.� N - SIGN NUMADER K!u ► N LOCATIONS Rb,YTBYO�: r-y 1,01 V c p ._� ,'i M - MATERIALS► OPTICS ARE:0. NTS wtli/ •O 0 -bo o u�'�6 - -- PLAIr�s tD M '• S • PERFORAIM SQUARE WEAKAt1AY SM o• PAVING , : ams"w �v�P"am rmum ! G$o FOKM ASPHN.T AND LL �'�% SAYS SN o WITH BROKEN B(YNOERS ARE MUSHED ROCK _ — GWTECHKM �`.: _ 5/160 GN.1C, OR `' vI `�� --�-►-.__ 2 O&ISHED ROCK � o o �o ou Q•tl UNMS N - NATE SUBGRALAd --- AN11M • o O O _ PAll U� NATIVE o io FACE SICKO $•oj , RESEMGT�PE I-_I III` I — SGIpAI ADYAINCE AND CR065NG SNS YET_ ..- - 9 3/8• X 7/16• (WINE RIVET nam aw►ww•• on A�Y NOTE: EXPANSIOP JOINTS O 1 S' O.C. SITNEET NAME SIGNS LETTERS •- SHEfTIi.:. TYP'-- II of T • um O >i• FOSE A QME SIGN MOUNTED BACK(XtOUND - REFLECTIVE SFEERK TYPE I � To O �oR amore � v�rn>ta fox • - ATm sm 2w X 2j.. ur DEEP w"!m pw of�w ALL OTHER Sam ffm MOUNTED RULEC'M SHEETING, TYPE M ANDpR 29 X 29' YIN IXV NOTE: EXPANSION JOINTS m 15' O.C. MAX. ORAD SIGNING REFI.Ec'm SI{E ETM TYPE Rmum T SET NAM'. SIGNS) __ • SimCJ6T 2' X 2'• 12� DEEP I ..SIGd� CONCRETE CURB 6 EXTRUDED CURB � VERTICAL C® WIO LOCAL STREETS �rra�o LIMIT SHALL NOT BE USED ON 02525-U3 SPEED StCNS - 24 a NOT 11) SCALE 02575 -01 3• NOT TO SCALE '"pM STUNS •3lfxw ON COLLECTOR AND ARTERIAL ROADS. POST �• NO PARING SIGNS - R7-2A IS STANDARD, NIH A R7-201 127W Mw AWAY ZONE:" � 1Yxllr ON LOCAL ROADS. 18'x24. ON COLLECTORS AND A801VE. OIN SLEEVE AMM ARE USED. a= AT 80TH ENDS OF THE ZONE SHALL HAVE SINGLE ARROWS ANCHOR 3/6- X 7/16 PONTMIG IN THE APPROPRIATE DIRECTION VAIN DOUBLE ARF•VA 91 BETVEEN. RIVET .51 tOP SING So KT&S (`•�a AS " 'STIIW SRP S QVj N7 TACT HE MXT'Y JOB NNiI ME& TRAffIG amEMW sECWN Ar - TYPIC L SI GM INSLATM A06027.1,1 PERMIT SET RESUBMITTAL - 12 03 07 -mirr7L �?°rtTMl;:;iVx,k� o.'', . M+..., w• E-,.. ,.. *�.. -i :. ,• .�..,.,,...c�+3f _�1'r,y- •,,�.�c� � �..., .,.... -. ..�_ V�-,w •r -... r.•'•MI•,i Atu�M.'.-'vbT:. _ ^L, 4�,p. �` '• � bw.. ••• " ��x .,,..,,,..,• __._..- .. ".rS. .. ... .. • .. ';� • llFll1lTt1I:1111�11�1'11IIll-TlIlllllrfl�llTilrl�lIliIln�lllI�TuV uIzll1 ll�ll1l9'1TzuITl[TI xII,IIlIl II IllI�llIIuII11r11)11 I11W 1If1 r1lil11l1l 101 4 1111I1I11I1I�1VII III1�IlItW9lIllIlI11I1 IL.II�JII111I1UIlIWI1I�l11�l1�11W111ll,TIIW111 I IIII1 ll1�.11j61M1i!Jw1IM II1A_1i•11�M�1I.M�.1 1C1r1l 2 3 z 11r, tie o f _ 1W1 1I1 .1 1 11 u !��, r 4 — • _ � � ,'its ..; .. _ .,. .. - .�� .. _. .. ._ -. ..T fWW>uw _.+-.....n. ..ar...... ,tw.dN's..EL.....nr•bt11a..M«'rl.Wfk.'M�eu.-. u ;b w�wllwir 191', F' 1 t' h Y' Y t / } �� N. Nh 066 Ile - �' � �.=� � •/join. .01 )� 3I3M�-- i� NARV / ,{ ` \ _- (3) ACERPLATANOIDES NORWAY MAPLE` Z - 00 0 -D W (8) QUERcus sIwARDII/srruMARo OAK °o (3) P,.l�Ral� — — `�36 1 .000�00, i '� N. 5, Ss 100, (1) ACER PLATANOIDES `COLUMNAREO ffiCOLIAMMARE NORWAY MAPLE 360 OVATUM r ! '� P(2) VAL-ONWM pt1NU oufl/ 1 OVATUM `--la ..�� �.+1 —SHR' / (50) ARCTOSTAPHYLOS UVA-URSI -EMERALD CARPET'-- -�� --+_ , T�y� O '' -- '- �•- 1 Q" (1) ACER PLATANOIDES `COUIMNARE" `EMERALD CARPET COMMON BEARBERRY ` �~� -_ ' Sfl / , AR NORWAY MAPLE` �' \, F -355.50 (2VACCINIUM 1 _ `, (2) VACCINIUM ovATU�350� OVATUM (5) _1RCTOSTAPH'LOS UVA-UkSI -EMBALD CARPET" ✓ R&UNU�S LAUR ! A \ (3) �ER CIRCNATU `D�OERAkD..CARF+ET COMMON � /'� a� ��� ' � �'id01� !/! • \\ 6) AE" GER PL WitARE N AY -- _ -(7) VISURNUM THUS -SPRING BUQUEr� �- Y i - I 1 ! l ! W ' �. \ SRRING.BQQI�IsT LAURUSTINUS -- I oo, \ \ \\ / \ _ _ _ L _ -a I J I Z _ fI W i .00, \ 5) PRUNUB00.1 "►UROCERASU —(3) S LAUROCERASUS 1 1 1 `/ \ IN, 3) VIBURNUM 11NUS -SPRING BOOUET" _"0rT0-L �` \ "\ ~ _ — _ — 'SpRIiYC-$60UET tAHRU5T1Allt$ 82)3WIOSTAPHYLOS LIVA-URSI `EMERALD _: F3lQNf (8) ARCTOSTAPHYLOS UVA-URSI "EMLRALD CARPET" — 1 `BIER MD-CARMT COMMON BEA6WW)C- + '�--.- (7) PARIHENOCISSUS TRICUSPIDATA _. ._.'.ENTERAL[--CARPET COMMON BEARBERRY %!. rT1 RUB / 00000 - / \ ! \ \ 3 UR A _ �, (2) VIBURNUM TINUS •SPRING PA=ET` \ J _ — OTTO L YKEN` _ �3) PRUNUSSUR - — t- -- — —TTOL SPRING 80Ql1ETuSTNdUS" , - (8) VDANUM DAVDI TTO (5) RUNLI LAUR A DAVID NURNUM-OTTO YKEN 8 Ae 2 _OAA \ ,\ ,, +- / / / `/ — _ — �tDi;�I184JRNUAt oAVlell— — — - 1�-VIBIiNNI?fZ Q1► = __ � VuBuRmum100 [A6 1 rr r�r J ! f ! ;1 VIBURNUM TWS, SPRING BOQUET` DEC \ D C \ LANDSCAPE —! `SPRING BOQUET LAURIISTINliS`' �� \ ,�, \ (10)�BIIRN D 1 \\ 1 (2) VIBURNUM TMIUS `SPRING BOQUET` PLAN > �_ ''34pJ I . ! \ DI�VID Al \ / SPRING BOQUET LAURUSTINW � \ \ \ \ 1 1 \\ �� 1't' i DEC 1 �H6 / (3) VIBURNUM TINUS "SPRING BOQU T- \\L-(3) 1�URNUM •\rNUS S1r4WG\ME'T"\. \S'PRING BOGiIET LAURUSTINt \ SPRING,B000F:�LAURUSTINUS ` _ I DATE: 08/15/07 J DRAWN: - NWS PLANT LIST CHWKED: CNH FILE: 60271-10 QUANTITY WTAMCAL NAME COMMON NAM COMM1ENT9 TREESE AREA $EVI810N8: PIT 9 ACER CIRCINATUM OREGON VINE MAPLE 6' B&S (MULTI-STEM) 15% OF TOTAL SITE AREA REQUIRED TO BE 10�a�a r � W03/07W03/07or nRVWD�eo�" Door MUMS NOIr'TH 11 ACEk PLATANOIDES "COLUMNARE" COLUMNARE NORWAY MAPLE 2 1/2" CAUPER LANDSCAPING. LANDSCAPE PLAN 6 ACER PL.ATANUIDES `EMERALD QUEEN* EMERALD QUEEN NORWAY MAPLE 3 1/2" CAUPER GROSS SITE AREA: 27223 S.F. SCALE T • !Oil 0.15 X 27223 Q 4083 S.F. *W AU FOWS VISEWM GRAPHIC SCALE 27 PRUNUS LAUROCERASUS "OTTO LUYKEN" OTTO LUYKEN CHERRY LAUREL 5 GAL. TOTAL LA,VDSCAPED AREA: 5282 S.F. nsA °"A1Af 1°'""`011 AN 8MMMO W A A TY 8 40 a VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 3 GAL. NW TO NN " X °A"WITH TW 1M " �w�eu,e�eoerr wmi r►s MM ~ 41 VIBURNUM DAVIDII DAVID VIBURNUM 3 GAL. 5232 / 27223 197 nowayaw somm°M of iw 20 VIBURNUM TINUS "SPRING BOQUET` SPRING BOQUET LAURUSTINUS 3 GAL. SHEET ( w MT ) I 100h 20 fL GROUND COVER 300 ARCTDSTAPHYLOS UVA-URSI "EMERALD CARPET" EMERALD CARPET COMMON BEARBERRY 4" POT 7 PYRTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL. ■ JOB NUMBER: PERMIT SET RESUBMITTAL — 12/Q3/07 A06027.11 I; . � � _ _ . `�-�= F l i r l i t l r r l r r l i i I'� r p t �rtTTt r�r ►�r �I i i I�� j�-i......:v,r,•:,�,.i•1 .i �.,�,�,,,,,,,�., . . _. .r �•� � � 1 � � �2 � � � 4 I � Ij�iT(7$ 1811 iI!�i Ii Ir Ii�i 9Ii�! - i1i Ii�i Ii II Ii�1i 0I i i 1r 1i 1t It II j1t 11l�jt l r Ii Ii S1i l � ;.r Jil it(4Illi IIIIIIIIIIILIIIIll�llllIZll�ll�Ul 14lylllllll I7IIIIIII8I —�'' ,., 24XL 1 Ifnlllni fill, I' �lllTZIItit *` *F - _�c *• Qq7 pO � � nA 1b 1j Z��.� f'Jllllllll. 11 lll I111�1�1111111�11U uu lu.�u�iuilu l�lll ullul�uulll� u�ilu�i u��liu� iuiiiui I °µ r. Y4' Y' V ' 120.000 WINDS SPECFIED TREE Ax 8DOUGLAS FIR STAKES, TTACH TO wTREE'WITH TWO STRANDS z STAKINO PLANT�-., 1WISTEI) 12 NEW GAA. WIRE & NEV I - 5/1r RUINIER HOSE SET CROWN of ROOM41. 1' ABOVE � w 'FINISH GRADE w ji r..� z §1 REMOVE. BURLAP FROM TOP 1/3 OF z ROWBAL L AFTER STAKING ) SET CROWN OF ROOTBAL.L z g �_r w 16 AIDE FNM' '-4VX BARK MULCH -- 2' DEPTH REMOVE BURLAP FROM TDP 1/3 FAN00 BARK MULCH CIRCLE SHALL EXTEND OF R00TBALL GRAS !Y BEYOND TREE STAKES IN TURF AREAS n NISH GRADE 2' BARK MULCH r...� BACKFILL SOIL MDRURE SCARIFY SDES AND BOTTOM COMPACTED BACKFILI. SOIL MIXTURE MINT DEPTH - BACKFILL SOL MD(T= C-4 U — STAKES SHALL E)COM MINIMNIM OFoppFF 2 x ROOT9ALL ThvEE FEET INTO MT15RIRBEO SOL '� £ ------ p !rATED BAC*U SOL MIXTURE • MIN. 2 x DIA. ROOT BALL NOTE: STAIN TFrE STAKES WITH TWO SCARIFY SIDES & BOTTOM COATS OF #707 OLYMPIC STAIN MTI. DIAMETER 2 x ROOTWL WIDTH 1 TYPICAL DECD TREE PLANTING DETAIL 2 TYPICAL SHRUB PLANTNG DETAIL 2.0 NOT TO SCALE 02950-01 2.0 NOT To SCALE 021)50 -03 E-4 0 W T Q 0-4 J o 9cr W (1) ALL GROUND COVER SHALL BE REVISED FINISH GRADE PLANTED AT EQUALTRIANGULAR SPACING PER ON CENTLR SPACN C AS SP©CIFIEU ON PLANTING PLAN (2) LOCATE GROUND COVER ONE HALF �.ter) OF SPECIF SPACING DISTANCE FROM ANY qURIL SIDIEW i.K. OR 0 r OIM HAIW SUIVACE, UNLESS OTFNERWISE SPECF MULCH EARTH DOM TO FORM SAIXV LANDSCAPE NOTES AND TURN BACK BmAm DETAILS 2 X DIA. OF - PLANTING BACKFILL R(K TB L1 MIN. DAm 08/15/07 COMPACTED TOPsoIL EMX DRAWN: NWS CHNff.XD: CNH S IL TYPICAL GROUND COVER PLANTM DETA 4 81 UB OR TREE PLANOIC SLOPE >� 6027C10 2.002950-05 MSCALE 02950-04 NOT TO SCALEMA M 029!30—O�i �' �yO�" o e WW*7 mvm Mm OWT NLI ® AN eras on 1Wa AU.WIM ININMV nye OPAw ATM.IM PF40PW Y cr"�e mm A AP: of TO a 11m OQ ompwv..jm M ATI►rNMM� Wafel TM UNDO W♦M'MOI Of AN �N M; r J OF X; 2 SOB NUAUJI : PERMIT SET RESUBMITTAL - 12/03/Q7 A06027.11 v- • +waY' V-.. ,, •,.., -r. ...r,;,.- --:es:- S.t... -:,f-'.:4,'Y.. a_ 71Y .r-._ , .t 4 ,1... .'1 a.. _. .......,i .. .. ,-. >ti... r„ e^t^• rW !.4rkF:..-b'rKrMrttw�q�. m•+tiw.�... *?ita+...ia•!nr.. .. .4 ,,:>,!p . ... .;., .. , .. .. .Y ,. ,+... ,.: .: i -.. .. IR , ./ ,•. ....,. .., ,: _. _ � ,.. ..;�. -. ,.c,` -. - ..r.. :...' ...... _:' _.{l au.,ypL X"SUS,^xN'if-•F i-x': :n,.,•;1�,r,:>%<:: R+ ' .. w ..,. . 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RD286 c ' r TC CONTRACTOR TO LOCATE AT 355.4fsrTC 358.09TC 360.68AC E 1HE BAC( OF NEW SIDEWAI X _ 346.13A E 349.16A E 381.26TC 46.71 T� 349.74TC NEAR EXISTING TRI=MET BUS STOP. --- -- ..._ - --.` - _. -_ -.._ _.__. .._.._ ___.-- --- -- _ „ - - -.r . 366.0 E 369.72E a ;383.7 E - -- -- - -- S/1 W � AiNll� go ' 6 35L E 355.69S • - 349.94SW 35 3TC - - ^- 38r.48SW - _- �; :-' - i 1711111111, 346.915 - - C1 1 TURN SIGN RIGHT T7 345.08SW $EE SHEET C3.2 i' ^y` •• 62.5 LF 100PVC �' • ' 3034 STM UNE / • PER O�DOT STD. DWG.RD300 - O 3.95% S A: 1 i` -- , / 21.76 LF I WCMP OFFSET: 63.52' L 0 &27X BEGIN 4• SS 1 ! � _� UT • 5+116.35 �/- 10'STue�Y �,� • . i I i •- I •/ OFFSET: 85.08 L W "Opril" GRAPHIC SCALE CURB RETURN CURVE TABLE STREET AND SIDEWALK IMPROVEMENT PLAN - PACIFIC HIGHWAY 99SOAL '° "'4 CURVE RADIUS DELTA LENGTH S r ( � )W342.17A E ' 1Inah 00 Itl. 342.67TC(E) Z C1 25' 91*31'10' 39.93' _ _ _ C2 50' 88'05'16' 78.87' -- - --- SA rrCU T "" -- - 341.33AC E i w 367.28TC 367.55AC _-- - - 0 • - _ 341.91 TC(E) 368.13TC - DRIVEWAY CURB RETURN ELEVATIONS 17.32 -- � L7 CURVE DE'aCRIPTION ELEV. v ^� . , ~-w--�,• 2'RAD 341.16AC E �_- kh a ", 4.47 •CI 341.68TC(E) BCR (STA. 5+43.83 38.72" LT PACIFIC HWY) 369.72 p x 15• 369.35 0• C 367. L4 �� �.1 • c� 6 CURB E Ol < 30 369.03 Ci 45' _ 388.81 C V c 368. TC G �' 60• 368.59 Q '�•� 342.21= 75• 368.18 90' .� 387.61 NP 90, 367.. 1 TC, 342.01 SW 31I8.25TC / ECR (STA. 5+70.21 83.52' LT PACIFIC HWY) 367,55 p / 342.11 SW NOTE: ALL ELEVATIONS SHOWN ARE 15• --.. �_ GUTTER ELEVATIONS 366.12AC 2 RAD ,54h DRIVEWAY CURB RETURN ELEVATIONS 366.627C 36r;.o4TC Q ° ADA RAMP GRADING PLAN 0 STREET ALK CURVE DESCRIPTION DRIVEWAY ��- �,� SW 88TH PARKWAY 8 PACIFIC HWY IMPROVEMENT PLAN �LANt GRADING SAN PACIFIC HIGHWAY 99 BCR (STA. 6+47.04 33.83' LT HWY99) , 64.39 GOALS ! • 0' (Sa- DETAIL GHEET R2.2) OOAL� T d' (SEE DETAIL SHEET R2.0) 15• 365.48 BCR ISLAND CURB RETURN CURVE TABLE _ - -----_ _ ----- DAx& 0$/15/07 30•�HIGH POINT 366.46 CURVE RADIUS DELTA LENGTH D1tA.WN. NWS C2 45• 366.09 �`'� - CHXGKKD: CPTH 365.74 DRIVEWAY PLAN L3 39.5' 22'01'38" 15.19' v ^,� �.. • •'' -"'- - 756 364.48 C4 65.5' 15"42'03" 17.95' C � 6027R10 ECR (STA. 5+96.38 85-W LT HWY99 363.70 90ALt IF • ! (SEE DETAIL SHEET R2.2) ' - __`_- i V NOTE: ALL ELEVATIONS SHOWN ARE - _ _ ----- GUTTER ELEVATIONS --- 1 ,�.o>m illN►•p tai oao?:ayes LEGEND PROPOD EXOTM '-�---- - r ,t (E) SANITARY SEWER UNE `- -- ��- - - ----- 43./ �•�101 STORM SEWER UNE '�1°�"� a -- - r" - 141'RIGHT OF WAY _--- - -_ `. �� �, tit OMWOU AN lis MWFW n FIRE WATER UNE __.. _ _f w__ _.__-- - 80' _ - --- ___ S,` ��' a"��m Am Mt DOMESTIC WATER rJNF -- -W-- ~- -" i M!T TO•iw m I�A0 N � � � 389A2 � � MIN r��l■Ilq lit lIrOR TELEPHONE URi'c T �_ _� ____ .,T- -. - �- --- ---- 31 WIDE 7.42>!c �`Z7"�---� i �"'� arrsom ai a iw WIL ELECTRIC UNE E T- -- ----E-- _ - ( ( f `\ �, NATURAL GAS UWE G G - i ( � EXISTING EXISTING - 10 SIDEWALK i C4 ! � I 6Hm" � �TRAVEL LAN 19'TRAVEL LANE - 3'SAWCUT � � 1.0 O I CATCH BASIN RIBA ELEVATION TING 5.Ox TO 6.Ox 2.OX 12:1 Tyla•) 38y.B2S111� INVERT ELEVATION IE-'=.00 1 EXISTING (E) EXISTING 5'SIDEWAUC 365.89AC, CLEAN OUT •� TO BE REPLACE \ .� CATCH BASIN' = EXISTING CURB TO BE REPACEWATER METER � ACK FLOW REVENTER ® EXISTING PAVEMENT 4A CRUSHED ROCK BASE ADA RAMP GRADING PLAN @ EASTSIDE 1 0 FIRE HYDRANT �, a OR MATCH EXISTING ADA RAMP GRADING PLAN @ WESTSIDE DRIVEWAY ENTRANCE JOB ?AAI Foo HWY� 99W SECTION WHICHEVER IS GREATER DRIVEWAY ENTRANCE (;SEE DETAIL SHEET R2.0) A06027.11 (SEE VETAIL SHEET R2.0) PERMIT SET RESUBMITTAL 12/03/07 fill 11 1 �JT�.r�T _fj.1(r1� � .���t1ii1,1 1�i(.�. ii_,.1"�.q 1rrT.' r .. � � 1101111111; 1 Tj rT r1iiiif 13 I � 4 1 w I q 9 101171 11 12 ,n !' eraos.ueari�. N0.N aHw wr..wew j�: • /1 "itis yy �' a t n sC t s c t , z Illllillllllll ll.t(lUl 11�lllLWWiI W !ll ljlillltll�li bili UIJ�.II i�lllllill�llll llllll llll�ll l 1iil�illl lllll� . . ,s. . , ....f:S.Jt. w.n.wr.bN;.,c- ✓.. ... . .:.. .. 4_....:!T: -IM.''"<aV•.- r...r ✓ ,.r' 4f.:•'J-+.+9r.., sv*a4 uw.. .. .. ,,.yr;_^+•► ..44111CN,a ,wr M, MR f r*n✓. A 4 i' A.1'tr.eO.y/Igd,.y1,r.wey 0....41 • - ..- .-.•• •• ,• ••!! •:•. i 'r_. .. ... ^: _ - - _- !'l 'Ml•"..•FSMT.My+Mr..4W" . -••"'•f '1•+ -III•t _. • w ' /IINIVY• h.d.L M.i, +sr... i a..4a...J +bl}7Y1•a@2hrN.IS.MfR iA+kRr•"•PCr'f . -w.W'.iv.:. .+M1.:..h'^IwWKJ 1� L k• 4•a L �. i SSMH _ + - `' .. RIM 312.27 d -t-- 1' B SEE STANDARD DRAWG NO. 320 FOR - { IE IN (N) 304.6 (8" ( SP) �/ I / -'` FRAME AND Cov�tR. �N FRAME ^yam COM pR • IE IN (W) 304.5 (8" CSP) v, j �' own I 4.3 1 -- LAK - � •- �• •- • •� �OF IIT LEAST \ IE OUT (SE-}- ( 2 CSP) A _� cit-- �-- _, _ -- --- - 1 \ \ \\ NF 7. ,� g alai=307.04 I N F Q C L T7 7 N P . NP IE IN=302. 5 I F = • I rN i130M SD m■50 - - - 12- STM 1+00 O I 4 STM E a OUT SE 02.7 ....... - . I -RI 30 34 - ~ l�NFIRSST STEP ° e FRAME AND.a�► r FRAME AND�vERDi` ( ) 3 (12"CMP ���� •� - - `�- - - -- -� $• _ _ ._�_ _ _-- -._ -1 IE OUTs304yk I. ' , TO TOP OF CASTING STD. DRAWN NQit0-5A/5T ' DR NC. 120 C+1�. � l c .t / •�\ _- :I ' i . ` -,,KTFw INK FRAME NON-SHR qt(11/T (a ? / RECESSED CURB INLETS NOTES: CTION-R 2KING AREA ( -- f PLAN VIEW TO BE REWoRC® ' �ORADE I&=� 4N°� °') w - CONCRETE INSTALLED w 1• ALQu�RE-CAST MANHOLE OF C SECTIONS S SHALL C.OWORM TO THE NON-SHRINK p�OUT t1J ll �� / f '- �_V 3 M r / ACCORDANCE TMlbt - 2. ALL POURED w PLACE CONCRETE SHALL HAVE A 28 DAY T`7 / f ® CURB TOP OF DRAMING N0. 310 STRENGTH OF 3OOD P.S.i. AND SAW OF 2' TO 4•. z �N�,� • CON tOR A MIT 'S,SM ' �\ r / PAVEMENT 3. ALL JOINTS SHALT_ BE SEALED MATH PRE FORUFD GASKETS � STANDARD ECCENTRIC FOR PF ERMI T I 304!1 - - - __ -_ ___ --- _-- -J � l •'. �.•.. .. : SUCH AS KENT-SEAL N0. 2, RAM-NECK. OR AN APPROVED 38 001E G • W' / / i s . • :• . • • EQUAL CONFORMING TO FEDERAL SBECIFh;ATION SS-SO021M Z ►�� v °\�,, /� / y" IN W) 295.4 (,g° PVC) ( 5. P�PEPCOWNECTiONIPE CS of 2 ORONS To GREATER SHALL BE WATERr.GFNT. w ` �� Sip •S d�5 �\\ `�\ - �► y� 1 _ i E lJ (S) 295.3 (�" PVC) j /j/ ' a MANHOLE AND CHANNEL DETAIN.. EATER SHALL REQUIRE A ; ��15 �� �G� G GPS nnf•n _ _,-_ 3 WEEP •' G. PIPE CONNECTIONS OF Fdlii OR MORE MAINLINES SHALL ' MA1 MME 51l,PS SEE O REQINIE A MANHOLE CONNECTION AND CHANNEL DETAIL... M .�3» NO. 100 l S(���� G1,th NORTH F HOLES a .. 7. PROVIDE A MINIMUM OF e• OF INTACT (UNDISTURBED) r MANHOLE SECTION OFF- SITE PUBLIC UTILITY P .AN STA. 0+00 TO 0+34.31 1 2,• � BETWEEN F � AS •"cy t'-47 I MAX MAx d 11REAXOUT OF WALL FOR PIPE SHAD. BE r ---tog M AND cco SCALE Y W " ; • 4- MAXIMUM CLEAR or PPE WALL. • 11. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24- 3508'- . FOR SANITARY CONNECTION AND 411- FOR STORM FOR POURED w CONNECTION. 5• � --- -- - - �, ' _ PLACE • iD 1 • 10. WATERW NT/TAMPER PROOF MANIIOLE FRAME AND • KusEn w ALL EASEMENT AND OFF 348 ________ �_ _ ___ a WTH . REINFORCEMENT a . • d FOR PRECAST SIRMI AREAS 346 o a • Ir . - 344 - - ------- -- - - 28 2r I. MINMtUM 12- LEDGE SECTION A-A SECTION B--B ` ,�;= ' 342 - - __ _ _. � ---- -.► � , �. SLOPE �,. 2- III. FROM TOP OF MANHAIF NOTES I I. CATCH BASE SHALL BE CONSTRUCTED IN ACCORDANCE MATH ASTM C-478. - i- -` - - - -`- 2. INSTALL STEPS MANE'N DISTANCE FROM TOP OF GRATE TO R.OW LINE OF PIPE IS OUTER THAN 48•. SEF STANDARD 340 -' __-___-_ DRAMANG NO. 100. SET FIRST STEP 12• FROM 'TOP OF GRAZE. 3. INSTALL STRUCTW ON MINIMUM 4F 8. OF J•-O• COMPACTED BASE MATERIAL ° • . O.D. S _ 4. RT FOR PRE CAST CATCH BASIN SHALL. 9E REBAR MEETING ASTM A-815 GRADE 80 OR *a= MINE 338 ~- - _- N3. ALL POUREUMEETING � INNPLACE CONCINETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.SJ. NO A SLUMP OF Y TO 4'. �-r -- - _ 8. CHANNEL R EOW40 IN FLOW T IWOUa1 APPLICATIONS. AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18• SUMP ••'.:•r.: d ti MINI UM CONCRETE BELOW LOWEST PIPE INVERT. SMOOTH FINISH CHANNEL TO �;•--:rr 336 7. FULL CURB EXPOWURE REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS at RAMP HANGS 3/4 VERTICAL IEIpNT OF PPE 334 __ ._ _- -- - GUTTER �c CURB COtWAN:1ET) •: ,,, ,; ;;�.. 1r wNIrKIM CIF --0' - 7�.• „ : �'} r� BASE MATERIAL w - - - - -- - -- - INLET CATCH BASIN Claa>TZVV�6Gt Semi= � cc 32 -- -- _ -- - REVISED 12-o12-06 O>•r soualtagt V ells".. �� -. _ o --`-- DRAWING NO. 300 ( CG -- 2 ) 330 -__ �.- _-�-- _ STANDARD MANHOLE ~' 6--_ -- _ -- CleanVServices �.L'i Q Var 328 -- - -- - y SAVACUT DRAWING NO. 010 REVISED 02-03 Ou son.it est is sign. SURFA 326 ^!- , - -- TOPSOIL MATCH EXISTING MATERIAL OR AS 324 -�- _�= -- - iv DIRECTED BASE MATERIAL 322 320 - ---- - ----- - - ,_ 318 Q 316 314 OFF-SITE 312 % PUBLIC 310 -- ----- --- � - -CONTINUATION + k UTILITY PLAN 3 0 8 Ln a_ Q- 308 DATE: 08/15/07 306 - -- - -----.. - - --- ----- --_--___ ___ - -- - _ -- ---- - -- _ DRAWN: NWS RIMA 304 - :5trz 8" MIN 8` MIN CHECKED: C N H 3 0 2 6* MIN BEDDING BELOW FILE: 6027C21 OUTSIDE OF PIPE BELL REVISIONS: 300 -- - --- - --- >zt- - (n - 10/"/07 PERMIT SET COOMENTS / dFF-SI.E UTILITY CONNECT -_--N- _ �+q t?/03/07 ITE UtiD PFR COOT RELINES m e --_ - 1 % 298 - - --� - -- _ n --- ------- - W f3- _A _ 296 `~�` _� _ _ -- ��\\\'�''���\�;-'fir•' %\���r _- q 0 ab im16 TQ� SI r1 AENOWEERRIO W, --- -- •- --- ----� --- � P1------- - --- V20W. ALL 'MfiMTS RESERVED 294 -------- - t --- - - TRENCH FOUNDATION NL 4- •WM x - _-- STABILIZATION. AS REQUIRED 1TIESE DilAWw05 ARE THE PROPERTY USED OR REPRO lI NOT TO SE ICEO w 292 a�< M -- O _ OF AAI EWG MERINO INC. ADI ARE ? O ANY MANNER,EXCEPT `i TW PRIOR DATUM ELEV _ _�_-- - -w Stn WWW - --Z r- -' 4J � MIMTTEN PERMI8SfOR OF AM NSNIINEER010 INC. 290.000 NOTE: SHEET f� (U 00 v0 et' 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. tet- M OD 2, JOINTS TO BE TACK AND SANDED. O� `O 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 0 0 0 0 0 ■ Arr�oylln NO SCALE 0+00 0+50 1+00 AOU"IN P. DUENAS TRENCH -, EnawE�r+c DEPARTMENT � D OFF- SITE PUBLIC UTILITY PROFILE STA. 0+00 TO 0+34.31 TT�1 I;�s c"y I , DWG. NO. - SCALE: H r W, V ■ r d' CITY of TIGARD V��A* "-"T'T MARCH 1 fN8 BACKFILL �°n°�«�->� 180 JOB NUMBER: A06027.11 ._ PERMIT SET RESUBMITTAL -- 12/03/07 .- .-.. .- Idr. .- .�. �'A� : _ a'��-r .Y.i�.. 4;,lr.•M,l»h ;.Viµ.) 3 w a..p. Im r _ ..._-.,-. .. u,..�. - , t • � �( TT 1 f f 1 l 7 1 f rpm I �-r-� .,• ,�<;�• -. , . ( � 1 1 i � I j �Z � 113 1 I I TSI ' i�ilr�i I�II�Ji t _. � t_ 1 8 1 1 I I , f�T 10 11 12 No.3s R u�i uI111�I� u�u ull U • , : �. `� T ,e � s Q � � IC, r ,_ tlulu tu�l� lull iI '+N+.Ygrai.raw:^n«.....w••wr,.•.•"-'':.r+,.�.+...,-.a+».'iw.s•wuMw.,,,+••wnr .rw�IW;M1..w:.:..-..w...wa..-a-a..y.y..,w...-ti..m.,.�+Arrw.+w.r.-<.....xt.a,.wz...,.•...a..Irneue .!•:..we.+ar,.>..,�>... :- -.;..•^ra•.C....+w:c•.•+u.. _.. .a::. !w.»r.-...�l.r+w-wi•....wm.•:<�rr..-< ...w+.... ,,:w•-..,...•...res.ec-... .-..r, yar � 4 ' �•9�vj�C{I ..... ,.. . ...-�s..aGw.�e.eslex.7.11'.3•:..:II'x o- .e:,..-- _.... :«,. 'Y .-a.•..-,-.w.rlfbP .. .. - -r _ ci" �e+e¢ '7lbMM,,.a#. ..., - ...-• .. _ .N3�4.�ro-M.w6 3lMIM� ;,�.C,,;,i,: Y. A v• y,. •:d ?a r:I ,w) f' (HORIZONTAL) VOLUME OF THRUST BLOCK IOTta4 MER CT A taw BRting STAfthift CORE YTIA� !a• MN _ BEARING AREA OF THRUST BLOCKS IN SO FT IN CU YDS (VERTICAL) WAM BACWUN tVioc otTm VAITM" >ylnlrou 24 M FITTM . 45' 22 1/2' ' ITT Mfl11t z p ML o FI NI coaAtLT Tt1 SIDEWALK ADJACENT TO CURB � TEE 90 BEND 11 1/4 Ba.ND ANGLE tyor�cT rwol �UrAIM1i EXISTING PAYMENT DIG OUT REP NR SAW CUT OR (MINDING SIZE BEND BEND BEND SIZE 45' 22•5. IL25* UK TO vNLT IMILOW -SIolrwAUK CALM: TTSER _ ,� - 4 0.2 FLO V`� • GKiR1i''LETE 4 13 18 1.0 1.0 .0 4 1.1 0. T-f !a• 3- I,NN 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1A 0.4 - e' MAX Roue FLANGE 8 5.0 _7'.1 3.8 2.0 1.0 8 4.0 1.5 0.6 rocs Malt U* A&An= Iveoft01 "T ` 12 11.3 16.0 8,7 4,4 2.2 12 8.5 3.2 1.3 16 20.1 28,4 15.4 7.8 3,9 16 14.8 5.6 2.3 _=43 AGGREGATE BASEROCK 20 31.1 44.4 24.0 12.3 6.2 MUCT a nw ORAIIN Rock POCKET 24 45.2 64.0 34.6 17,7 8.9 �� .110 �4 CU FT MIN -----•-- .P COMPACTED SUBGRADE VAlii NAKb a M Psi ��= An oll r B � r-6 ouCTILE WON PIPE WATER FINESSUIIE ANTI x000 PIIF >pEC>•'�AT>dp z „ -•--•- ' � s®L rArACiTY p� �� •, lilai� ALTL1rNTi "M La:ATM LOCAL STREETS: 6r MEGAM RETAHM Mrd y „ °' w r *CQ ,c *_AW (UW �ON) NI• GATE VALVE '- � z AC - s- CLASS r C ���PHALTIC CONCRETE, � ��� P� Flo x MJ A8 - 4 (1-1/2 - 0 ) AGGREGATE BASEROCK OLL�K MJ « a' f TEE OR SEE NOTE No 1 ,. v r 1r1 z _ THRUST 6L=00c .;.t �- w i AC S" CLASS "C" ASPKALTTC CONCRETE i! CLi<NWIC[ 011 ISM ATM 0111 VALVE MINOR COLLECTOR STREETS: SIDEW LK WITH PLANTER 41 v� muc �IP AT CURB 1e- M"� �� IE� VERTICAL BEND �� �c oar VARVE � AC - 7" ASPi 4L'TIC CONCRETE. 24' MAX FITTING ROD AS - 4" (1-1/2" 0") AGGREGATE BASEROCK © Ma- SIZE SIZE jr OR 4'-12' S6 30' AC - 9" CLASS 'C" ASPHALTIC CONCRETE �oEwAVc MAX 8RE,� FLAXGIEMIN 14'-16' M8 36' tta laa eM"�T yr M `�-- riANa�E cOr�rlrl� AMITat MAJOR COLLECTOR STREETS: �- nmff - AC - 90 CLASS "C" ASPHALTIC CONCRETE, MM .9.. . NOTESI ELEVATION \-0111AW iD '""� °R AS - 4 (1-1/2 - Q ) AGGREGATE 13ASERQC ( -4 FT (REF) .�' • v THRUST KLR](�IING AT ALL TEES, BENDS AND VANAM S �. F 'S OF PIPING � D° TAIILLM NO 30 sat NINES: 9) "M E o E BLOCK M M DE PMAtED ArAMST UTILITY VAULT TT BILCO NOTES: I. r to Rt TAcax AND sAI SIB�LE BLOCK UINDIrrupi D EARTH SIZEITH FDC W/O F DOOR ■ ;h ALL CONCRETE TD BE CLASS 3000 L CO INClat M IM ALL CP w M VAIA.T VrnI .� SSE DETAIL No X00 3 577-VA 377-VA J-5AL a co TO NW" �n �T 3 a 4) INSTALL lE MDL TOTAL THICKNESS PQR.YETlERX SHEET 4 577-VA 577-VA - MM Ot v T �I1f:11[ Rasllr 3. AWHALT PLACID DI WX r LFN RFACN a'NIAR.M 1G WX WL I. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE AROUND FrrTM SEGIRE SHEET ENRS TO PREVENT �� IN ACCORDANCE VATH DISTRICT CONSTRUCTION SPECIFICATIONS. �TRATIM OF DIRT BETWEEN SHEET AND PIPE 6 676-VA 676-VA - ; 1xrAt�� KTYM WM 40 1�V r N9L, Ir FITTING PRIOR TO POURING THRUST KUMUM _ 687-VA 687-VA JD-3AL WJL. f�'T r WL r Mr. rat dd6-MA VAULT 3 fAfIEUT t1riA�tl E TAC OQAIRI'D �M ■11A� A>IssRlALT �ILMOH. 2. PROwpE A 3 FT CLEAR SPACE ARt1+JINQD CIRCUMFERENCE OF FIRE HYDRANT. � PROTECT MECHANICAL .AWT FOLLOWERS AND VOLTS w TtaleT >� ter urI Tt�cloe>u E=4 FROM ATE VM TENPGARY FORMS ANI? 10 5106-LA 5106-LA JD•-3AL a KIM= ME1 TA ISM M arc FM s POLYETINERE SHEETING SEE NOTE No 3 • 'at rouAL• �+u DT wtTltlCT oaIMRlt ' "''01"�"'r No � -- DETAIL No. 2/14/95 lull JPE DETAIL No. � O FIRE HYDRANT = DOUBLE CHECK 9004MVew 01.ANVAI T Apehrrll o`tlwl►s PAVEMENT DIG-OUT am Na , hataUnVaRgWaterDdatriOt STANDARD INSTALLATION � (j� ( THRUST BLOCKING DETAIL No. TuaktinOaB WataDixtrfct DETECTOR ASSEMBLY $F- ZOO w 13121&Z OW KMsoft SamTua1auR!! watwDlntrlat DETAILS 2 0 Ran DIF IMAM %,°"'" ' -„" W" !"� AND REPAIR 8 2 I) !� p SIDEWALK RAMP DETAILS � �- rr.depa.!ac Tor rw&W f«waft DIM NM cw t.B warm asHc a rd11��ktlrmen t anal f wYur 0 Ahwrfaw aiw� •-� t d j Leo �c Wor a1W AW VMI%So ft*a MM ! MW I.IN' A'67 AMwittMn carr.r■w Dana.r'vies#wwn1 �►i arb at balk d :. Wba 4111111111" � � ofte n.Na.01 PAi�IIIM SIDIr11 "RAW[>ETAIL na.eaipo.r�r - i Mk %aw �VA*lh cu* � PERPETIGKM AR 8DEINALK NMP DEFAIL a N1aA BWWALK RAMP DE;AIL JL4 (THROUGH BUFFER STRIP) - !r 7F11B1C.ATR�OipAE RAMP'TDA1�PATT@MI lu.'P.ri.I « t.gsen.rc aO� �-A r _ DETAIL NAIL amew GAIN MOM SECTION B-RI SECTION B R! ��1 �l l� o lMnO� vwRTrR MONo1.rrRMC cuae a 8!i>EWALK _ P_ "r"" .. _ 1 - ° - �'tw oondr.4'm/n �n f�a N�ew, Ed p a►PAK � Z ,,,_,� SECTION E--E SECTION E-E aMa �• "'w .N>r PUBLIC • .. . Ow B!d t7Mp R[ 0 br NVH MOt�OLITHIC 0"4,aOEWAU. • i°� PLAN VIEW DETAILS 8RVT10N AMA SECTION" .... wrTH MONanHRc a a RI ,NAuc .:_• { �_'��: `�• _ . aeleltl�NOTM ron ALL oErA:r�: '�'�"' - �e.r 9:�illaL, !. naoo enrwrra doth.asrroubb wattiq�atauA ti tn.Pitt r To r+alflo d � �, �` �� - Fiae da0..tole!.r taMtge r«wMrr and ° °� '� !a _T. dd.11 e°:1a °oa'o�r of d1n a«�w�Mm vbx .how+In o Smell And M"E^ DAT& 08/15/07 �� Arc a tAeir Qr0 EeIA1r asr�r Ir esw.belrrwerr r And 41 wwa s wlrwaA Cub romp dapw droaa w w tna nua DIM+►V.or poor brlbbley. f5rr AO7GQN A1�aMOAII/ D1tAWN: NWS , �'ia. rl.no 40'!F!or tatdrlr.4'«',Mdr r. ti dria/otw Cub auce"An r raal a1d tar Iaelh�r b.Irr.a�si.w r Vida �M�M mqr alo�c 0r a�. tk.d r.«T:.els,+�►. A °107 4. Ova Awn 1awftefoh i we i t�f+.pok d W"w W be my .. 0"w'm a4 ----., M SIO�MALK RAMP DETAIL(WITH e*102 FLMI E) �1 �► :' :: _-[ ,, 4'.oa Iu..T�Yrdw s o a+r«kart rao. o.�r a oww�a Nor� PLAN VIEW CNH a R.1wpelo►pa>hr rwaoa0w•roodwgr el+or/d a�a war,d p•d+,wed 4rve wedgy oaaw.a>ta ablirwq vow ara�wp w wrd r/A1Mda blorsle no"n woo#A towA w r a A*mk tare _ tarp dloldd ba r'wAde rrrlr no F1LB: _F 0 2 7 R 20 r. tllarwa0c Crap ddar ati l+a.ad an 0!b 4af 0!0 and Ria!•FIOWAAO Find R.gxt GLOW T. Vow 2tu rr1v.•Iwew.dlr.hr w In�a A M WM F an IRC: ! BB'YI8YON8: �+ • � 11o;'r0. o,ub woaaw bdiwr++i�.aRrnrrnt awe Ilai..nrr tanpr b.Mrwn -J fi60/JJ N'allsr+a fA1I1A 10Arr� •K a For r»puTwoub d tli�dtaotMtq,a Curb mV 0.as*Mand Wp.otdla IW R ow wqb V 1bK ErA�►ro ow 4 . bdwaan to- am dMl DIM.of w ramp arM a la�gad a b arrb.<Ma temp TOP of OW6 - ---ASA.Cam IRw ft Clewo o t-/ coder w 78`at peaty. (Ar PAW NA arar.0'teh r Tooled w notpAnd d al ekMweAi rrrep alope tuonM Nrrrw I 3 - lvasuoT nkrNB►�l1 000T b ao1N 4'a& WC TIOPI D•) SE(T N D•D !A _ fin 1.not taaewwr y oi-a Rfis Atna k ptalealyd Aatw p.dererl.n ant.. - �' FAtw1r- J NA _� 1 CCUMNATION 6113*W"RAMP DETARL WITH MONCNJTFMC Cl.r�A A C EW" !! Fa•arbdo&*^ Df,RDMP ------*,a - -- IL F«rdeweA dd ft or Nab ft R�)7>XI RAMI LAV * 1.0rw1n _ NOf! w•.ArMI rwawrrnrrrrrAM lorM.weerwrA �--AWWA bl(AI I�� --- L •� a pllb rare aewwwt e►wrd01000 0"a SECTION 8-8 0 UK A L faaaslrm Gum >w T S 7hraerrarlartarrdaardlik AREOOISTANDOMDRAWIN" SECTION A-A SIDEWALK RAMP �+0MftWO 1 0 d SIDEWALK RAMP AND LANDING (FOR SIDEWALKS THAT CONT CONTRAJE AROUND RADIUS) �01"W11111111111 p A"M Y O M now*--.e wM prreiaRr NO? TO K UM 011 Itl!r1100Y0rD N MwRWARXMIRPMTAILs ( OR ENDSOF SIDEWALKS) Nor I�eAMM VOW Wn TW r� we iwrpwowa1l11heelota�err •• WI I PEWAII"OF AN c"A 11 MAM1 M�/e/bw.raRfMad/not sow S�1MeN A/M�Ap To I pN1R�q N0, BR�I.'flQifll C-C 86c/'TION GC btraadrlrt.utoww�pa ,boat __ SII�rt1 Air IMAMAiO Te MiN>AIMM 9'1' WITH MI0NOI<"M CIAIB a 8DEINALK TRL19 MT®DOME RANAP TEXTUIRE PATTEIB?I Alrcwalrtelra.rrldewaar - uNw M=w_I=FOPiR1AI Ir11110N ID TAIL WTAk MOM I Nf l w OIIMI IIwMew 1e!OB"/-Nq No 80M 80166 L �T L1 _ U .59 JOIR Ntlli([BM: PERMIT SET RESUBMITTAL - 12/03/07110 1 Aoso2�.» , 77 : ...., t,.... ,.-.,.. '•' :o .-..... n. .... : .. ., .:. .- ,.... .... . a .._. :. �.I' ^r!^ .. _"?i�5`v�."!1'IP"'rT'bM Y8G , 1 .w- M -.4L-.,. .,.:....-•_w..,, 3.L>::.>.:..... ,Yt.. .. '''T"N•"r � �•N4tl9 k°.' ., r.. _ ,'- -.. ...... .. .;. .. .... .... f. '•' i.. 1i '�' 27>I!' ��M. 'f'.J::;$, k7�,?n59W. 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(.;.. . 4 rr Z P PN wll04 1z fhi v As wwr y •6CTION A-A !ENATION _ w • 4 10 4 • • 10 4 • w • 10 _• 10 _ jI` w mPLAN w _ 10 10 -• 10 TMO%W ddsee TZ 1• • 10 FRAME ORATE-- TYPE 1 1• 1! • 10 1• 1• • 1A Mak �1AL NOTMO FOR ALL DETAL& !1 1tt • 12 1. ✓�'M d perud erose Uw4�1>td wMe shoed aA tltd Drp.f 14 1• • It N 1• • 1• : **btN"'e*�t�da,lw� A' 31) \ 9• •4 • 14 •4 i1 14 M oft ftw oev maK�ao nraM�arrnrr.------- � amen&NOTE•NOR ALL OETAt ilc a�u►wo•ia----------- er.rM ------ ---------- 42 14 MO,,* M omm ew"On oom owl* ee e- L ::: ; 1101! Al ad..�drdrr Mwwlww�M •4 •4 • 11 ■..M.o ''t 1.low ow be colwlreld48 24 eM _ '..'':.: L Ga�mW be mW I q*mv d M t o�Aw• ia.erMeoMrn sw rr orelb O1>BOON STANDARD DRANAIviOB N 114 • 14 ORE"STANDARD DAAWWM b M 14 • 14 tNslrinl q�M x!i elterled TrAm.� X10. >L h1rA bneM1.��.s11d p►seos old ensu FYO losetre4 r� Dfl1C11 NLXT 7s •4 • 14 b r1■emos rm omm* �t EON8 I�LN �r4r 4.ltiwtls arA►when oded by owe.for suer dMeb not dam 11M wwl�Mro �TAII MLI F�— w4r •d.0,q'�1 •t melon +�1@r�. M!0 rT, er>r/■trlefi r•ss/rw�os drr/estiMsa:,NeMiMwwr► drr�rr wr err etlsrw nM X00• i.w arrw Den dId»tleeh wM 4n ere surhos red n��!�ow.peeled, 1e1�rMr1s rserew/eMoW net tppQ M red r1 w w o&W @h/r PMN 1edMrlss wMeled w slsa- M IM I d r-bow"bees. M aM s ort mmoo s — d ArfistMlMl�tetr. ••ss r.DIL ROMs trr Maw 1*0 dolda Alrtelus/AsAlesleeni iMIMo► MN•NIM•meinNwN•i•r�-to 2w-N*146 fOM RDOOO X110 OAw Ila!embw•1,2W-WWW 319 / F=70 O LLJ O f M MNh wtdh•AoLor wldrl —old amp"w r rraWA wW�n4` 001 ;, 0d� , wwNr• �� :is ���.c:Y.! ►.. . ..�. '.� PLAN N0� MNIs 1. tiMM11t�M�M�,�4rbOMr `� beer` — ` �f�A • @. IMM•Irr r r r eut teeM Nr�Miloh ere rM� Ml�lr 11MI��7IIs ssir!1111`IN►41i4 � #a so low bm wmIL ll w qmdbd btMMe...I../�•.r.fa.. phdmwh*dWWv&udmdd" PUBLIC ram L 11M..Au..les1»rrNrs/4ew s IIr111re11y.Nr1 rar.ot DETAILS 4 W"OL NOM POR ALL DETAM to w les. 1. N eedeft AQ or r0O pe,sslrrrl r11d be rlulert pef`R b rapseMep i -Cwb L bdrhd esowwb oo wto r ffk* mm Yid. 'd r or DATm 08/15/07 wl` . w ,whdwwroh-amr. r 4 t .•w r»Ms.ot.0 mwAd ps� K r n. vAddm DRAWN: NWS Q CNNCKBA: CNH MLM1r w. J Nf1r! M momOW dM rr.vnewMwoeM IIoM rAr 1101! 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Aw a1Ml�lrw rto. ® WK ASL INOltrtOWAIrM MIrOrMM No"Nw�MNi•r 1�!M7•■q�r SON � � w M• m"W 90 2w•www we me FOM " M OMwuM AM TW/tlot�W Or AN•IM M ATA AM Of 10 M 11.E ON FAVFO01r W M MTTAI t>0IrMmpl� OF AIM �1011t1. @H= JOB NUMB : PERMIT SET RESUBMITTAL — 12 03 07 A06027.11 PAIRS a . 77 limp fm 0140"111W.""11, ",.,. � `IMM r. •+•w�..arl!IIR "-.•v....-, rr..._- •^ .. 4 • R - _ ti�ltl�i1T�1j1�i Tj1�l 1Tr���f1t�T(7rF�T�IIT�I 11�f1�f CJ1�T1T �T�1JT ,iTr1T f�Tll'i l�ljrj► i�lll�l ��Ili�l ljl� �T I fiP[I)T Tl 3 1lrtl1T�1l Ijf�T�T T1t1z• No.36 , r. .1g. l�.weelw�re�. • S � r ' • u/ / �. ..�r-R� __. ..... :"�i!r,,.l".Y_..rMrY'unY.uw ., 1r'..a r..rr W._11.A':Sl�l':.E'.Y6+ igMr'OrYPfW.EME'NYf:dY... I- . . . ... .r .. -. - .. — _ .. .. ... ... .. .. ,. .,. -. -.... .. --. .. ... ..:.f �.-_ . - . ._.. __, _ �. - . . '4'.- -'M1'".��..µ-:•T'V1+"�'ItlAIeL:.1MY.Y .• .7�•'�•�w w:fN�A'..• e, _-.. ti.�rr.ae.arY..rv.sna.:wwnrw.•aa wr�w.-eL�.w.wry.—ec«.+myrw ri..•faa.:.. r•w._.. w...a."..eu,.Sh ar,..ewr,•-n..wY.wrr..r...+ .. -.a'a.•n.a,,.. ... . .. .:., .a..+:_.. .17'. -..w..:..-w .,•._ .�.!•.Mtl[!'..�w!q.- ».Y......- _...r r ,. ..nrw' -, t .... c. ..c — ... _.._.. w. _ .y•• •� ;•.... -wlw:+r«.+Y-r.r..s•.++i�.%F r ,:, a':S'v A , r rt ...Ik 1' MENNEN- w.tr a a!t• DRAINAGE CURBS pw,.rr n'a,a�`dr %---\ ��d �t t�oo a CA% U412K w rod r �.prr ��� --�` ss+t r Mair r bt!� yr u6%*WIN _ "cap in Aw0L b'"� f�ih vOdr 1i ew 1 wide! _-- - rsdiu�d en0se I r N +.a �` 71f d i.� --�-- ----- �!alidr. p Y.c.Arrn+d \\ W nob s Dowels v y Jot --f4uM 00 I FA-aed v mpr�i m Or, T- , . or a rao.d ffaMa„1 Iia) arm nab 4 C o,: ' Aatw B t pidrn�a Firaha/Mb wi+s11en (f bP) r ��- - Our -K•rad lar Rt �� _..__ rw and alrada�r lr nId r Nona,r.r 1< r - - - L - bepard d b rrlis Mas • • �� r esown se Fillllt W r r�fY- .1` • w �� • •.�. • • • • ♦ • -t ass ��_ � a►sb �=� •'' = �� � - N. -Bair to z P G oono y -- `- LOW pI ll I Nam roots PA.GPM STANDARD 828E MaAM - BTANOARD gJAB qupp AND fiIlT�lER MOUNTABLE CtJFtB r rtnh r OJXM I�d Palma Alwdud W-I V f�r�►a wu r �' NON-MOl1f�1TAfHLE arwi rNw.r A,G. � ,• '• ;..• • . 't &&vw . I I _v� t ass P.C, CONCRETE r rd _ I1!>IrF-�-__llm - .♦ ---- Nwg"w -- --Itr�lF- r --�I r I �iK rm up a wi Ole fi�IMi Dart ��'�� ` - `.•:• b . .;.. _ IV. ►+ DOWFIEL r _ - 7 • The!•nin.m* Dhow "0 We"b I Vel rw-r�for W. waw a ra�- only dnn 00 9A b Maood a wor4io ll�gwnt FOR TYPE C OR TYPE 011 ISA-MOS a TRANiaa�IONS � SURFACE OF NEW OR EMTM PAVEMENT) - bordrnA a dexr Sol ALa pmt MOUNTABLE• L L- �'r W ____ ------ -� opt oiruM iMran w a For awlad�dalalY:d ahoir4 ass aMwq vealer it � A. - I Mao eve talo.Ior 4rW CA Mand rsquterinerd. � c L_ lJj r a r - 4W - arirT h-t"= met grwn�r TYPE A � � W �1 ----- - Galt BraraM lg pigoed n.n6er wad►+ -MOUNTABLE CURB VA�1 EY GUTTER � Cnrvrd omml IS - MOUNTABLE UURS AIS GUTTER a=" -'�---- -. awlimp.n.aw� --� Cur ad moral tx U' '-__.�-- ----��� w dope r ass. i----- I ��_JJ,� a «Mope r dr. z rat fro ri'prion ON rr tr d+er. ��rrqi� t a AQ sal r AQ net a' g aiderrbn d a+rs - Top d Gum &An ens :.e _-- flu or b Igoe cl�pttedid pow % � ,• ____-__ .-----1AIr. !� I*- + r Brn!'xiAn I I MR r Mi► 4'Glow&a _ -P�c ---- IIgBa,,s ' ' chi) - -artae r fhal -� r r -i �'� W ,fw • .` v` -1 .,. , : made � 4: I•-i•'` -T Olwegr tort--- - M' f4uttn 0>~•- I Aspi.Gana.orb t�dth p� W • ': ;..:, ri. ': :.; -- f Mer _ _ �YY _ - o, r� • , • r - • M.• - �. K' Z Broom ��j NOrra roar dope - -- -�• ` a d�Me mb W x 10'dowel - �P.C.oars.pawl.) ' rNm pwM A.GL p mm) _ C\ •_r rain - ;_ x•x r dwa •x r.CL P @ l ---- -' _ Bosom d mob W _l _--- -..� � � _ - � .. Ba,eBr.:w •-� r I-1 (Meer e•.Q per) lwla AC.Gnaw&.) CURB EMING DETAIL r NON• AOl1NTASLE MOUNTABLE NON.MOUNTAB MAaUNTA&E ®Ns dowde wqd.~+r Type a blonds TYPE CA -- -- ASPHALT CONCRETE r vow a alder GEMBW- NOM FOR ALL t*TALBc YONOLITNLC CLJi!a roEYVAIx rr.eoorra .__-- ___--____ •••••r'-•••r.---------------Cued rp�owrw"E.r b r. Vmy m dWm an p m or r&voted_ O.O-O.T tAudm -r-7•. wort Mom"0w.eir•.rrrbMnn»•.aaiaraM�a� "-+� �_-••_- rq lft M.e■sr wn.rr.r.t++»Faalt,�ta• _'_ rr.arw�brae�er0w�gator■. ll1ft 41. L (brat.rerpeaaw'lobta d r0'a ombou o�ps�ow ea poll d anpwrolr.end a cards d coots erirew� m r�r OW!"d e wr.w�oA.mwee 4r•w� (leNERhL NOTES IOR All DLTN& OREOOM 8TAFN1AFiU DRAVNN(3t3 row raorttwnb ors a trdwdl.court mprolon 100 sa 4a•sud!ns4*Oft �adahle nor b nrad OREGON STAID W DRA~33 i b tRsboMura enA Wh ass err TMr sercao4 arae ue.d rMr 1. fAab snpow+n"E"-r namrd.WrY s elt0uen on ptlw a oe dtncled. i Osrreb ehrN be 1i•as rteh anp1A ala eMewn �r,�prer�rg 08888 deer/wd l Cmnrt ar�enuon r d lC rrse 4 era M endo d seaA Ynitt end tarp mmm trd Oanei ohm d rss b new Dona pMnt stt do0rde pyo eons Aenderr M mtnwA L Wadrd tugs►.b Blom s.Very4f 81004 on tiploei ssgYan a r angled b o a pat dN h 1 W dlw read VW doomb K ����� 4 Trarnrane drew brn aced b award maw d of Wd opaeuw"r. �d�V/oh*ir Q A C Arts r, b M bra Meefgd ieridr d Ates errs euhoeo hMriA•Maps d t t a&ga0er)• eedp nam b er sob-sopa► i TM wore)aYpe h coir.Maim WOO"�oi�g it gena pant end b to d end pof ow a roe cob nepero detlreib frr0arr tariMn ttna/M>f0'Mr agdn 1'a•enrnos b'E-. sarrr tips(bnrR drti 1f etpdrr�lon IaiMy. 7. !'ass>hglrttaorr b tallD'wDd�w.er Bil.Q¢fn10B. o�d Me awr an0 etaurAd not dl*00w am ass/~rant � be uud affiant awa fi'�e i Tips d a•awlre ahaB ellfpe tantaM Ar tern,►al!%alxlnl udaas galtunrw shossn w r&Dread M ud sifugrt ooru/rr a 4. Bet lord ePealna a00'mor tar wperneMxn era 1 r firer it mrdrs0lion. ItpbMred Plara,.ebr.r erM► -Ego - - - - lbylMrer frMOArsMerrl Me► _ 0. pd0mwderide Nor do oB ass dde d oohs.Munds In Dona-prat wd around --- _ i Dwuuruut eta mom"nary a aortas umn oub nomMme spIl a fr er10 K. -- - - 12007- i! >�0 pD700 �lNrs DBIlr Nvl1 m*W 10=007-Il 31,p 2000 x'05 F"'1 OBIMf Nwl nbw a Dom' e _ D * ff speaMd rn pYns. Mba.4'Wfl � 4< w RAISED MEDIAN{MUTAT?DETAIL � �etl al lok' imdbedund aft llft..e'. surt.o..rwr 0 � al► _ 1'mil. �ild.w.ic wlah r � r ' Lwrdia _ BldeOdk udder Towed cold p'ran•) 7i•R t' 8ldwtsfi crit` I' t' dlh o eA µ�Y Naoro ��p� ~+ / 1! cc Thr• min. pumor Mtp) I - Mdsnrc m.m _ �- + < 148th pads Pidwt •�..''�•r.�' W 1 Rile�o/o � f1&11 p� d t f•� dwaa� - - Tlwterrert�aw�e gas�rype r bauad>.IMri/tA•meat . err. t; ,r:.;a, - Ar OtTAL'A- 0=re 04 � o mod. • r nVd SECTION d4 A Nordn cul race a pole \-Oen Dildl•1►°dGl T ypICAL 8t_f BACK SIMWALK CROSS SECTION TYP'!C'•M.CURB 810E1NI1Ll(CROBS SECTION ION ,Y Ems.au rb�o�a.ass arra Plot i OrooeOo�t Nobh out ane for poo a pedettd ® lierue>,1 Nag 6 » rUAFWM - for BuefrriA, of e�,rnovn. OAirerll eegfon Ase OMei•�'end Q+er+srel Nate 0 � S PLAN il1E1K PLAN VIEW abobudon nmftu411 r Uftrwh,mi- - / --err ps"n d%S ee a wlnle aAwde ekiri (,losswdr ddfn N�ar.°m' Norm Glp see ciVtnenl lk3ae 4 a 4 ^.. d w w Aideurefr r tr- ,.�. .. : .. s A v r-vml rillwt�iads y 1 d nndestjt� lhdMn rot de I I �r RYP) . ... r PMC mh r +rr�h� _B _� I!AAer. A at nre4al - - _ ass trig:-i I I �. d L � � ,� \�.�-Plgleoad Bnade l..� r : .. .. .. ' e �" � �A1d,wdk drMnrdfun it �. ..� 6xsr.fmt rr B0 cow rmp. r sM. Oderpoe m�iorsdun Ourb or ._.- • SECTION C� fl®C'TION D•D TooMd'llitssrtrrlora Oub o t Cold)gr'l -WeepFaM t I"• Nods and on for pb ~ LOWERED ISLAND DET/121. CUT THROUGH ISLAND DETAIL at f7 mora irbrude r re4d• Cub a Oldle►, r wad 'irn ♦ L '"' 0408 •fweer Ind .J � PUBLIC w Os18B W ern& S RAISED RIGHT'TURN C�•WNNELTAT10P118LMD TYPICAL PLAN VIEW.SETt1ACCK�EiAfALK In eMlaeak a tienerd Nab a �� �a _ _ � ��Irir° r� � R�oull�r�oewAlx wIOENINo 0 E SAI LS Mud darn 4 nrin M Wad 1 F+ �p"p FLAN Vf>:tlN b a 0 dMy"�• 004E 1.ltc'JTEt►FOR All.lXTABa: L � I ��n d a FW40 a MV46 rwMrr�P� �� I � � claw ciRcuLATTON PATH 1. Place tnnosrad den.dalarl"urwrip lrmxe b Bre la0sr r ed)rowW b tmf0o eiP de0d 1•.�.i nradi u I I warA . --Oonidan---� Broom porem *when 1114 -o pmm a r #0 oeMab 004 bar.bdm r 4'"m p�der aMu,oe am bV oorrid�. Anwe fe daxre ue1n-a*carr en4rne pagan Orair r Mnarn h d.bli nldM ,-- d a. we Omer Now 4 a 5 any tli m ihs F esgtworn pMn b msidwned. whwn an dif ed w&%a bass •Mirnd.aBn rinbrn odaw�d 8eai ai'b ae ass t ' _� - r PVC ro ri�radl wl bier Alain W. �ih to direae�.dae r,an 4•prowo��e oexb b.aw DA'I'S: 08/15/07 d ^� d L For In d-ud. lower Bede d 1/rrd ttdub se reGd b sosorr4tarh a min.f'x4 Mrd' . : .� -in warder d Mend C ` •1 0!nirn `ra�Lri pooMsis �__-- --- I LW raw DRAWN: NWS Oub(rye,r aoaA�. L Lands par,twnMgls, do,s0 ilnst a mil 6'x b'dear spore!r sarhiob h Nn brdrnB _r I --Owb _ -- -- - AiO dq iiD�O► {l{- �=JJ SECTION B-a e" 4. La ndha in lo0rred Wend.dud how u dme d art m m In.nlr drwlsn. - �,'jtSD: CNH TAUN0d1TFD DOME RAIMP TEXTURE PATTERN - JOLrdo b Mdntralc b OgIdIOMA Gold Ire _ CurC ass nddoh I*ft i n curb - i tmre pedeMtbn da so Mnelr w sa0seeerle bore brndra a as MerarNl DETAIL DETAIL - erea c�.e l�'�C"l'en"°r"' oxb a� rroale: »■88888 0�r..ub.•u►•rg»...-,.-.. i�II.J�: S 027R 20 Byind TuamY pMr ass MM. as 001100 OW W Wrr.NO.uw»w arrr�rw wa d Bim'ran � r'�d rr.�..r oww 08888 p++rew0 I /�pededtlu-a ordetall a T1s aft ens d btunde tld saddn dral pubs.pednbb da-d" be 75 aq i i»«n.rn�•t+wMrM 4a + ..-� ~Weft - Nam d 7, Far and tu�ouo MBnb dowd sown bond eaomwM b Br llowm iom a ndn.d TYPICAL PLAN VIEW-CURB SIDEWALK OREGON STANDARD DRAWINGS REVISIONS: 1 cornu Mord :w sgt drgtab Dowd M war wagon d nand nrdlen NoW wfrn Tit sstsoran use c►thb OPFGON STANDARD DRAWING$ sw asbartn rd we inb 1sn8�o7 �tT +J ' a%1 d&e d a w&e.d"n PNos do0ele r arsrdtd �iMsd Onnrdp,urMr deeded t Ill NOTEA POR NL DMA R 4. Const cannon lamb at SW nirdrrrxrn epaAdnp�and at pwnb d arn0urll. An a���'� orF-ar t sdfb and M wide d ugh dlluotrsr. ti sog0uninae ne11r rw+e�r > MIM♦KIy �T pedMlgrt i Mp nor"Mr bxwo4 Wend and cut fsa O WNW db ft regw0alr. ��� ACS RW TE IN.AI81S t. Mx lade edwrxitl pauod 0►upNod>r dearrae b va Jew Mor hlNler then 0' f x morrgMds mxb a ddw.eM4 oo4M wnyarnwori"ism rtaairinrrrr ePearnO moplw!004""000" tai G&M off" CO mm tmRrr r mm North cU ens Mr pw 1L Ise Ala Orae itO!!D,fDTB0.iD7aB a f1rTiBi a adlrerid dMdle aM/ansel4ttt�b rr.e p nspon such r rdbirn0 wafs.sound nMdfe.lAtlres and butlarp. a 00noL cgnissm Iwrrb r 1r tnr mull epatln4 and r aide d ascan 61--a y ww romp. a"d fr°wru►\ft sob nape► ass pedrlw yls&age,• 1! aplq►dfr wort awI s"N ml am L On ddewe/r r red drier, pralde a k abrdlrid laid as h ml�oitL eMp d Ae neer oed e0araa rat a0ot f0.IIss Aa.Ona f1O70i Nrr wn}antin d ooldrroBut Sid epdrar M Its/elrtd wiwdlp• �Mpds A. Curb«piwrw'Te�t"b V.Vary r drotnn g4 pHlr a r Anoad.Qo.QT,aAuedard'E'.T. bo ants nnwod swert�rr s .� O w' lir'm*d* 11.Ass Abd ora TIM M►mdrnaa.mom awe,aMn nti/rwae rlaMsaHr agrrrw L Pines rm�iiaWe4ta1 IeM oidr�iopbd dlv�b aoafaa r grace elr Bns eripruer 7.Far axb dews,ra GK a* ID/00. �a�w�� AN arae�ifw no ��. . _ �, Da6m Nr�p 1e 2WF-ry 341 fOM RD720 ° race,Atl laatra rraera1 New OAiM Nw�wrA>Ir 1e!00'8•r4„e 1000 RD710 op A ow►aalr AN ..x MOMTr or AM.l.Mslu.ao. 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'Si .:•_. ..: • - 6 r1 .r1T I T j-1 r�r ref. j r� t�r rel r11 rr rjr rTrr - A. 1r�r i t ��r r�i ��r rlr rJi. rry rjr r�r r�r r�i .I�i 1 j 11 fi I 1 1l f 1111111711 ,:'z21 1 l J > ;, w,ww •tnMt l • • E '''I',, L 8 � � 8 B L 9 4 � E � t� � 11(1 111LW11u1�1111 �� 11111111111 W1�1111 W111ll �1�1 ' 1 � ll�lll 111111; 11111 Ull 11111W1 1111 lUllllll ,, � � • ,4 ._rs - ._ .� •eF..,r,-•,y;,... ,..,.».. .. ..arsltm.c+.n. _., ,o...n, oe ,-,aw_. z:^ •�e..xr -s+•_..+t.t•• :•'•rYreDlMasaaa•6r..,iR'v;.. .. - -..+w.J�-.++.�+.wao. - _ `i i I; • M1 TED GENERAL odurnoNso RESPONSIBILITY ITEM RESPONSIBILITY ITEM 1HESE CONDITIONS DO NOT REPLACE OR ALTER THOSE FOUND IN THE PROJECT MANUAL. BUT ARE INTENDED ----- -- ONLY AS SUPPLEMENTAL INFORMATION. > DEMOUTION OF EXISTING STRUCTURE IF APPLICABLE - _ - ( -- ) __.. -_ -__ � ROOF DRAINS, ROOF DRAIN LEADERS, AND OUTLETS, CONNECT TO UNDERGROUND THE INTENT OF THE CONSTRUCTION DOCUMENTS IS TO DESCRIBE ALL QUALITIES AND QUANTITIES OF LABOR AND _. _ ALL OTHER PERMITS AND FEES REQUIRED T _ -_ _ _ _ STORM DRAINAGE SYSTEM WHEN AVAILABLE MATERIAL AND ALL TYPES OF WORK, COMMUNICATION AND PROTOCOL REQUIRED TO PROVIDE THE OWNER WITH SEPARATE APPROVAL FROM FIRE MARSHAL IS REQUIRED FOR ANY FIRE SPRINKLER, > PLUMBING FIXTURES INCLUDING LAVATORIES, SINKS, WATER CLOSETS, URINAL, A COMPLETE NEW RETAIL TIRE STORE AT THE PROPERTY DESCRIBED IN THE LEGAL DESCRIPTION. ALL SMOKE REMOVAL SYSTEMS, FIRE ALARM STSTEMS AND KNOX BOX KEY SAFE SERVICE SINK, MOP SINK, AND FAUCETS INTERPRETATIONS OF THE CONSTRICTION DOCUMENTS SHALL BE VIEWED WITHIN THIS INTENT. THE SCOPE OF WORK FOR THIS PROJECT IS LISTED BELOW, ALL THESE ITEMS AND ISSUES ARE NOT LISTED. THE SCOPE TEMPORARY JOB SITE CONSTRUCTION: TPAILER, -'- PhONE, TOILET, TRASH DUMPSTER jIE PLUMBING SYSTEM, INCLUDING DOMESTIC WATER PIPING, SANITARY SEWER PIPING, INCUDES ALL ITEMS LISTED BUT I5 NOT UNITED TO THEM. ANY QUESTIONS OR DISCREPANCIES IN THE — --- - — - —'--- --------- ORAWANGS OR THE EXISTING CONDITIONS SHOULD BE MADE AWARE TO THE OWNER AND RESOLVED BEFORE _ _ SILT SCREEN AROUND PROJECT, EROSION CONTROL VENT PIPING, INSULATIONS, HANGERS, FITTINGS, CLEANOUTS, HOSE BIBS. AND DRAINS THAT PORTION OF THE WORK SHALL PROCEED. ALL ITEMS LISTED BELOW SHALL BE "CONTRACTOR FURNISHED. ; — REMOVAL OF EXISTING TOPSOIL, EXISTING SCRUB TREES FROM SITE, ROUGH GRADING --PLUMBING UNDERGROUND TO MAIN CONNECTIONS CONTRACTOR INSTALLED UNLESS OTHERWISE NOTED. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE, SCHEUJLE MID PROVIDE NECESSARY PREPARATION. ETC. FOR ITEMS THAT ARE OWNER OF THE SITE -- - _---- -- -- _ _ SUPPLIED. OWNER INSTALLED OR PROVIDED FOR BY OTHERS. NATURAL GAS PIPING SYSTEM SELECT FILL UNDER BUILDING AREA, COMPACTED FILL UNDER PAVING SIE FIRE SPRINKLERS_ - - THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR THE SOLE USE OF DISCOUNT TIRE CO. INC. AND THEIR AREAS, LIME STABILIZATION UNDER PAVING AREAS, IF REQUIRED. _ _ ; UNDERGROUND SLEEVES IN_GARAGE AREA, SHOWROOM, AND OFFICE AREAS _ CONSULTANTS. ALL QUESTIONS CONCERNING THE SCOPE OF WORK SHOULD BE RECORDED IN WRITTEN FORM _ -_ _ _ AND DIRECTED TO "DISCOUNT TIRE - CONSTRUCTION DEPARTMENT°'. - ,� ALL TRAFFIC_PLANNING, PERMITS AND SCHEDULING WITH THE LOCAL MUNICIPALITY; jIE ELECTRICAL SYSTEM, INCLUDING WIRING, DEVICES, CONDUIT, FINISH PLATES, PANELS, DISCWMER NFW CONCRETE SIDEWALKS, H.C. RAMPS, PAVING, DRIVEWAYS. CURBS, APRON AND DRAINAGE DISCONNECTS, CONTACTORS, WIREWAYS, AND PHOTOCELL THE OWNER MALL BEAR NO COST THAT IS THE DIRECT RESULT OF AN ERROR KNOWINGLY MADE BY THE SWAL.ES AS SHOWN ON CIVIL DRAWINGS. BLACK CON!'RETE APRON UNLESS NOTED OTHERWISE. --- GENERAL CONTRACTOR. THE OWNER WILL SET A CONTRACT SUM BASED ON BIDS RECEIVED. THIS AMOUNT -- ---- -- --- ---- - -- -- __ _.__- _ MECHANICAL LOUVER WITH MOTORIZED DAMPER MALL. NOT BE C14ANGED UNLESS BY LEGAL, PROPERLY-ISSUED AND OWNER-APPROVED CHANGED ORDERS. PARKING LOT STRIPING FOR PARKING SPACES, H.C. PARKING SPACES, FIRE LANES. � _ _ TRENCH DRAIN - -� - ALL CONTRACTORS, SUBCONTRACTORS. VENDORS AND MANUFACTURERS ARE RESPONSIBLE FOR ALL METAL H.C. PARKING SIGNS. STRIPING FOR LOADING AREA. - � ---` INFOWATION THAT MAY BE KNOWN BY VISITING THE SITE, ALL APPLICABLE LAWS, CODES, REGULATIONS, AND FLAT TIRE REPAIR_ TANK FLOOR GRATE AND ASSOCIATED STEEL ANGLE AND TUBE SUPPORTS CURRENT PRACTICES AND INDUSTRY STANDARDS GOVERNING THE SCOPE OF WORK. SIE �- PRE-CAST PARKING CURBS ANCHORED IN PAVING -PAID BY OWNER / GC SHALL SCHEDULE ENGINEERNG LAB TO PERFORM CtPACTION TEST ON SELECT Flu. UNDER BUILDING INDEMNIFICATION _ SAWCUTTING AND SEALING CONTROL JOINTS IN THE CONCRETE PAVING AREAS SLAB AND ON LIME STABILIZED AREAS UNDER PAVING TO THE FUUEST EXTENT PERMITTED BY LAW AND REGULATIONS. THE GENERAL CONTRACTOR SHALL INDEMNIFY AND �E FINAL GRADING FOR LANDSCAPE AREAS — — -- HOLD HARMLESS THE OWNER. THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES -- -- - - - - - _ PAID BY OWNER / GC S&'4ALL SCHEDULE ENGINEERING LAB TO SAMPLE AND TEST CONCRETE FORM 1) PIER POUR. AND EXPENSES, DIRECT AND INDIRECT OR CONSEQUENTIAL (INCLUDING BUT NOT LIMITED TO FEES, AND CHARGES OF LANDSCKPING PLANTS AND MATERIAL - - -_� _ 2) GRADE BEAM POUR, 3) SLAB POUR, 4) PAVING POUR, $) POUR TO FILL MAS. CELLS ATTORNEYS AND OTHER PROFESSIONAL AND COURT AND ARBITRATION COSTS) ARISING OUT OF OR RESULTING FROM AUTOMATIC IRRIGATION SYSTEM FOR LANDSCAPED AREAS, INCLUDING SLEEVES UNDER PAID BY OWNER 1 GC SHALL SCHEDULE CONSERVATION OF PIER EXCAVATION AND POUR BY ENGINEERING LAB - THE PERFORMANCE OF WORK. PROVIDED THAT ANY SUCH CLAIM. DAMAGE. LOSS OR EXPENSE (A) IS ATTRIBUTABLE CONCRETE PAVING AREAS ---._ TO BODILY INAW' , SICKNESS. DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THA,,@ THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM AND (8) IS CAUSED BY ANY CONCRETE PIERS. GRADE BEAMS, FLOOR SLAB IN(-LUSVE OF STEEL REINFORCING, PAID BY OWNER _� MAIN BUILDING PERMIT NEGLIGENT ACT OR OMISSION OF THE GENERAL CONTRACTOR OR ANY PERSON OR ORGANIZATION DIRECTLY OR EXCAVATION. FORM WORK AND BACK FILLING ---- INDIRECTLY EMPLOYED BY THE GENERAL CONTRACTOR TO PERFORM OR FURNISH ANY OF THE WORK OR ANYONE OF PAIL` BY OWNER _ SIGN PERMIT U40SE ACTS THE GENERAL CONTRACTOR MAY BE LIABLE. TEMPORARY CASING OF PIERS (IF REQUIRED, SUBMIT A UNIT COST IN BID OUTSIDE OF — — TOTAL COST) �- - —. WARWTIEs PAID BY CONTRACTOR RETESTING BY ENGINEERING LAB DUE TO PERFORMANCE FAILURE OF ANY FIRST OR A5`SEMW1 WARRANTIES PROVIDED BY EACH RESPECTIVE MANUFACTURER, SUPPLIER AND VAPOR BARRIER UNDER BUILDING SLAB _ PREVIOUS TEST SUBCONTRACTOR. THE GENERAL CONTRACTOR SHALL ISSUE A COMPREHENSIVE WARRANTY ON Ali SAND CUSHION UNDER BUILDING SLAB -- WORKMANSHIP AND MATERIALS FOR ONE YEAR STARTING FROM THE DATE OF SUBSTANTIAL COMPLETION. -__ jIE SAW CUT AND SEAL CONTROL JOINTS IN FLOOR SLAB DONE BY CONTRACTOR. SUBMITTALS - ---- -- - - -- - SCHEDULING ENGINEERING LAB FOR SAMPLES AND TEST SUBMITTALS AND SAMPLES ARE REQUIRED ON ALL PRODUCTS OF RELATIVE IMPORTANCE TO THE '> STANDARD FACE, SPOT-FACE CONCRETE MASONRY UNITS AND LINTEL BLOCKS VERIFIED BY OWNER PROJECT. CONTRACTOR IS TO SUBMIT SIX COPIES FOR THE ARCHITECTS REVIEW AND APPROVAL. HORIZONTAL AND VERTICAL STEEL REINFORCING FURNISHED AND INSTALLED AS PART MISC. STEEL SUPPORTS TO BRACE HORIZONTAL SECTION OF OVERHEAD DOOR TRACK S SUBSTITUTIONS , MORTAR GROUT --`-`- OF OVERHEAD DOOR INSTALLATION, TO STRUCTURE ABOVE SUBSTITUTIONS FOR DIFFERENT MANUFACTURED PRODUCTS WILL BE ACCEPTED WHEN: - -- -_ CONTRACTOR TO PAINT A ADEQUATE INFORMATION ON THE PRODUCT HAS BUR SUBMITTED SHOWING ITS EQUIVALENCE, �' STRUCTURAL STEEL INCLUDING W-•SHAPE BEAMS, TUBE 1?, EL BEAMS, TUBE STEEL CONTRACTOR TEMPORARY BRACING OF MASONRY WALL B� AN ACCEPTABLE AND FAIR MARKET VALUE IS IDENTIFIED AS THE COST INCREASE OF; CREDIT DUE TO COLUMNS, PIPE COLUMNS. PLATES. STUDS AND STEEL ANGLES -- THE USE OF THE PRODUCT. AND --- _ OWNER FURNISHED, OWNER INSTALI.ED, SALES COUNTi_it MILLWORK, OFFICE MILLWORK C) THERE IS WRITTEN APPROVAL FROM THE OWNER THAT SUCH SUBSTITUTION IS ACCEPTAFLE. PREFABRICATED STEEL BAR JOISTS, SHOP PRIMED, GALVANIZED ROOF DECK GC SHALL. SCHEDULE STANDARD DOCUMENTS STEEL ANGLES FOR ROOF PENETRATIONS, ROOF SUPPORTS, MISC. BRACING AND THE FDLLIOWANG IS A UST OF STANDARD DOCUMENT FORMS THAT SHALL BE USED DURING THE SUPPORTS -- - - CONSTRUCTION PHASE OF THIS PROJECT FOR DOCUMENTING SITUATIONS THAT ARE DESCRIBED WITHIN: _ OWNER FURNISHED. OWNER INSTALLED WORK BENCH MILLWORK IN GARAGE AREA A *0QNS7RUC1ION CHANGE AUTHORIZATION" AIA DOCUMENT G713 STEEL I-ADDER FOR ROOF ACCESS _- OWNER FURNISHED, OWNER INSTALLED SECTIONAL OVERHEAD GARAGE DOORS 8 '$MOP DRAWINGS AND SAMPLE RECORD" AIA DOCUMENT G712 �E STEEL BOLLARDS, FILLED SOLID WITH 'GROUT AND PAINTED OWNER FURNISHED, OWNER INSTALLED _FIRE RATED, AND MISC. COILING DOORS _ C 'PRO�IECT APPLICATION AND PROJECT CERTIFICATION FOR PAYMENT" AIA DOCUMENT G722 D "PROJECT APPLICATION SUMMARY" AIA DOCUMENT G723 MISC. ANCHORS AND_IMBED PLATES- - � �- -- OWNER FURNISHED, OWNER INSTALLED ALL, TILE (FLOOR, WALL, ETC.) PER ROOM FINISH SCHEDI LE AND NOTES. jIE E CONTRACTORS AFFIDAVIT OF RELEASE OF LIENS AIA DOCUMENT G706A ACROVYN CRASH RAIL - SHOWROOM WAIL TILE BASE. GROAT, JOINT SEALER. EXCEPT EXTERIOR DECORATIVE TILE, IF ANY "CERTIFICAnC>EV OF SUBSTANTIAL COMPLETION' AIA DOCIMENT G704 ._-._ PAY REQUEST - WOOD SHELVING AND SUPPORTS IN JANITOR'S CLOSET OWNER FURNISHED, OWNER INSTALLED WINDOW SCREENING IN SHOWROOM _IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A SCHEDULE WITH THE OWNER FOR MISC. WOOD BLOCKING ANCHORING MILLWORK, DIVISION 10 TOILET ACCESSORIES, OWNER FURNISHED. OWNER INSTALL:D TIRE STORAGE RACKS AND FLOOR GRATING AT MEZZANINE REGULAR PAY REQUEST. APPLICATIONS FOR PAYMENT ON MATERIALS STORED OFF SITE WILL NOT BE AND WHEEL DISPLAY RACKS. APPROVED. OWNER_ FURNISHED. OWNER INSTALLED TIRE CONVEYOR IN TIRE RACKS - ---_ _. _ STEEL FLOOR JOIST - F.R.T. PLYWOOD DECKING FOR MEZZANINE LEVEL OWNE( FURNISHED, OWNER INSTALLED FREESTANDING TIRE DISPLAY RACKS IN SHOWROOM Joe SITE CONanoNs -- --- — -- - — -- .._-- ALL OPERATIONS AND DUTIES ON THE JOB SITE SHALL BE PERFORMED FOLLOWING LAWS. ORDINANCES, FLUSH MOUNTED KNOX BOX FOR EMERGENCY ACCESS PER FIRE DEPARTMENT OWNER FURNISHED. OWNER INSTALLED CUSTOIA WHEEL WALL DISPLAY AND NEON SIGN IN SHOWROOO, W/ 2x6 BLOCKING BY G.C. RULES. REGULATIONS AND LAWFUL ORDERS TO PUBLIC AUTHORITN' SEARING ON THE PERFORMANCE OF THE REQUIREMENTS OWNER FURNISHED. OWNER INSTALLED CAR LIFTS IN GARAGE AREA _ WORK. A COPY OF MATERIAL SAFETY DATA SHEET'S SHALL BE KEPT ON SITE FOR ALL RELATED MATERIALS . W000 USED ON THE PROJECT. A UST OF EMERGENCY PHONE NUMBERS MUST BE POSTED AT ALL TIMES AND BLOCKING AT PARAPET CAP_ _-. — OWNER_FURNISHED. OWNER INSTALLED _ MISC. POWER TOOLS AND AIR HOSES _ ADEQUATE FIRST AID SUPPLIES AS WELL AS FIRE PROTECTION MEANS SHALL BE KEPT ON THE JOB SITE. �E -- ALL INSULATION. INCLUDING IN THE WAILS ABOVE THE SHOWROOM SUSPEniDED CEILING - OWNER FURNISHED. OWNER INSTALLED _ TIRE MOUNTING EQUIPMENT IN GARAGE AREA EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE PROVIDED. SECURITY AS DEEMED 'LIE SMOKE / HEAT RELIEF' VENTS - AS REQUIRED AND AS SHOWN OWNER FURNISHED, OWNER INSTALLED WHEEL BALANCING EQUIPMENT IN GARAGE AREA NECESSAITY SHALL BE PROVIDED FOR PROTECTION OF CONSTRUCTION MATERIALS AND OWNER SUPPLIED � PARAPET CAP EQUIPMENT. TEMPORARY FACUTIES ARE TO BE PROVIDED 9Y THE GENERAL CONTRACTOR DURING THE OWNER FURNISHED. OWNER INSTALLED- AIR PIPING SYSTEM INCLUDING PIPE. FITTINGS, HANGERS, VALVES, BRACKETS, AND CAPS - - CONSTRUCTION PHASE WHICH INCLUDE BUT ARE NOT LIMITED TO: TEMPORARY LIGHTING, TEMPORARY POWER, BUILDING FELT, ROOF PENE'RATIONS OWNER FURNISHED. OWNER INSTALLED AIR COMPRESSOR (ELECTRICAL CONTRACTOR TO MAKE FINAL ELECTRICAL TEMPORARY WA'E.R AND TEMPORARY TOILET FAOUTIES. THE JOB SITE IS TO BE KEPT CLEAN ON A DAILY EXTERIOR INSULATING AND FINISH SYSTEM CONNECTIONS) BASIS. PROliSIONS SHALL BE MADE FOR PROPER LEGAL REMOVAL. AND DISPOSAL OF ALL WASTE AND _ _ _ DEBR'tS. MODIFIED BITUMEN ROOF SYSTEM - r OWNER FURNISHED, OWNER INSTALLED _ AIR SYSTEM QUICK_CONNEC_11ONS - IT IS THE RESPONSIRILITY OF THE GENERAL CONTRACTOR TO PROVIDE A TEMPORARY WORKING TELEPHONEHOLLOW METAL DOOR FRAMES OWNER FURNISHED, OWNER INSTALLED TELEPHONE SERVICE - SERVICE ENTRANCE CONDUIT'S BY GIC ON THE JOB SITE FULL TIME, EXPERIENCED AND KNOWLEDGEABLE SUPERMSION IS REQUIRED ON THE JOB � � DOOR HARDWARE OWNER FURNISHED. OWNER INSTALLED CASH DRAWER FOR SALES COUNTER SITE AT ALL TIMES WORK IS IN PROGRESS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR - - PROMDING A TEMPORARY STORAGE TRAILER, WHICH CAN SECURELY CONTAIN THE "OWNER FURNISHED LIE ALUMINUM STOREFRONT SY`3TEM _ OWNER FURNISHED, OWNER INSTALLED COMPUTER EQUIPMENT FOR SALES COUNTER AND OFFICE _ EQUIPMENY, AS IT IS fiEUVEREf3 TO THE Job SITE: IT SHALL 8f, THE CONTRACTOR'S RESPONS181UTY TO _ _ _ � OWNER FURNISHED OWNER INSTht.L.ED FREESTANDING FILE CABINET RECEIVE AND SECURELY S110RE "OWNER FURNISHED ITEMS' SUCH AS LIGHT FIXTURES. HVAC EQUIPMENT. ETC. � _ ROOF ACCESS HATCH WITH SAFETY POST � - THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FLIM NOTING ANY SHIPPING DAMAGE TO THESE ITEMS, AND METAL STUDS FOR INTERIOR PARTITION FRAMING, ?METAL HAT CHANNELS OWNER FURNISHED, OWNER INSTALLED INCRETE BRAND CONCRETE SEALER _- PROVIDING PROPER DOCUMENTATION TO THE FREIGHTCOMPANY, AND THE OWNER, IN ORDER THAT FOR FURRING WoLL AT C.M.U. - REPLACEMENT PARTS CAN BE OBTAINED, AND PROPER CREDIT CAN BE OBTAINED FROM THE SHIPPER. _ OWNER FURNISHED. OWNER INSTALLED EXTERIOR BUILDING SIGNAGE. 'DISCOUNT TIRE' AND 'DISCOUNT TIRE CO.' CONTRACTOR CLOSE OUT 5/8" TYPE 'x' GYPSUM WALLBOARD -_- - _ ELECTRICIAN TO MAKE FINAL CONNECTION EXTERIOR PROPERTY POLE SIGN (STUB OUT ELECTRICAL SERVICE INTO NEAREST BEFORE LAE CONTRACT FOR CONSTRUCTION MAY BE CLOSED OUT, THE FOLLOWING REQUIREMENTS MUST SUSPENDED CEILING GRID _ AREA FOR FUTURE SERVICE) BE SATISFIED' .jIE ACOUSTICALCEILING TILE -- - A FINAL CONSTRUCTION CLEAN COMPLETED ON BOILDING ANO SITE. B AU. ITEMS ON ALL PUNCH LISTS COMPLETED TO THE OWNER'S SATISFACTION. jIE EXTERIOR DECORATIVE TILE / STEEL CANOPY C A SET OF AS-BUILT DRAWINGS. SHOWING ALL, MODinCATIONS AND REVISIONS `" ---"--"-"- - -- OWNER FURN., CONTRACTOR INSTALLED TOILET ACCESSORIES, INCLUDING SOAP DISPENSER, PAPER TOWEL DISPENSER, MIRROR, MADE TO THE ORIGINAL SET OF DRAWINGS. SUBMITTEC TO THE OWNER.. SIE EXTERIOR PAINT _ TOILET PAPER HOLDER, TOILET SEAT COVER DISPENSER, AND GRAB BARS _ D) ALL OPERATING AND MAINTENANCE DATA SUBMITTED TO THE OWNER. 1�E INTERIOR PAINT _ OWNER FURN.. CONTRACTOR INSTALLED MECHANICAL ROOF TOP UNITS._THERMOSTATS, AND CURBS _ f� ALL WARRANTIES SUBMITTED TO THE OWNER. i' ALL FINAL LIEN Re-EASES SUBMITTED TO THE OWNER. CONCRETE SEALER / EXPOSED MASONRY SEALER / SERVICE BAY FLOOR SEALER OWNER FURN., CONTRACTOR INSTALLED EXHAUST FANS, SUPPLY FANS CONTRACTOR WARRANTY i RUBBER COVE BASE _ OWNER FURN., CONTRACTOR INSTALLED ELECTRIC WATER COOLER THE GENERAL CONTRACTOR SHALL PROVIDE A ONE-YEAR INSTALLATION WARRANTY FOR ALL "OWNER " _ VINYL COMPOSITION TILE IN STORAGE ROOM • MEZZANINE LEVEL _ OWNER FURN.. CONTRACTOR INSTALLED COLING IN SHOWROOM _ SUPPLIED / CONTRACTOR INSTALLED MATERIAL do EQUIPMENT. IF THE MANUFACTURER OF ANY SUCH OWNER � FIBERGLASS REINFORCED PANEL AND TRIM -- - ,.SUPPLIED CONTACTOR INSTALLED" MATERIAL OR EQUIPMENT AGREES TO REPLACE SUCH MATERIAL OR OWNER FURN.. CONTRACTOR INSTALLED ELECTRICAL LIGHTING FIXTURE PACKAGE INCLVLIING ALL .AMPS AND LAMP GUARDS EQUIPMENT IN CONNECTION WITH A MANUFACTURER'S WARRANTY, THE GENERAL CONTRACTOR SHALL - - ---� _ LIE MINIMUM OF FOUR (4) TYPE 2a:108:C ►=IRE EXTINGUISHERS AND MOUNTING EQUIPMENT OWNER FURNI5HE0, OWNER INSTALLED, FIRE AND SMOKE ALARM SYSTEM. UNDER SIEPARATE PERMIT BY OWNER. PERFORM, FREE OF CHARGE UNDER HIS WARRANTY, ALL WORK, INCLUDING ALL SERVICE CALLS, LABOR, MISCFJ.LANEOUS MATERIAL. EQUIPMENT RENTAL, CITY PERMIT & FEES (IF REQUIRED) AND ANY OTHER ITEM jIE� ALL INTERIOR SIGNAGE, INCLUDING, BUT NOT LIMITED TO: EIGHT "NO SMOKING" SIGNS. CONTRACTOR SCHEDULED OR WORK REQUIRED FOR INSTALLATION OF SUCH REPLACEMENT MATERIAL AND EQUIPMENT. THIS COORDINATE WITH FIRE MARSHAL ON EXACT LOCATIONS, AND ALL SIGNAGE AS WARRANTY SHALL BE FOR THE PERIOD OF ONE YEAR STARTING AT THE DATE OF SUBSTANTIAL COMPLETION REQUIRED BY CITY, INCLUDING ALL A.D.A. REQUIRED SIGNS. OF THE ORIGINAL PROJECT. �E HVAC DUCTWORK SYSTEM INCLUDING DUCTWORK, INSULATION, HANGERS, DAMPERS. OWNER FURNISHED, OWNER INSTALLED. BURGLAR DETECTION ALARM SYSTEM GRILLES. REGISTERS, MD VENTS FOR INFRARED HEATERS CONTRACTOR SCHEDULED SIE _ HVAC SYSTEM BALANCE REPORT _ - OWNER FURNISHED. OWNER INSTALLED, PHONE EQUIPMENT AND WIRING, ALL CONDUITS, PULL STRING, JUNCTION BOXES AND WATER HEATER - __ - - - CONTRACTOR SCHEDULED MOUNTING BOARDS BY G/C 21 ABBREVIATE[ GENERAL CONDITIONS U3 SCOPE OF WORK (UNLESS NOTED OTHERWISE ITEMS ARE CONTRACTOR FURNISHED) N0. REVISION DATE DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER: _ - — ATATAlOffice of William A. Amor, Architect THIS DRAWING IS AN ORP01N ABBREVIATED Architecture ■ Forensics ■ Education ' ® INSTRUMENT OF SERVICE AND GENERAL NOTES THE PROPERTY OF AMERICA'Sg g W 6 t h PARKWAY 'PROJECT MANAGER: SCOPE OF WORK TIRE COMPANY AND SHALL DAN WAINWRIGHT TABLE REMAIN THEIR PROPERTY, pp THE USE OF THIS DRAWING TI G A R Q O R DRAWN BY: ry WILLIAM A AMOR0 SHALL BE RESTRICTED TO , 1672 Skyflne L�nM i'i-IE ORIGINAL SATE FOR NOEL ANASCO ■ o FULL RTON.CA I R E ) Fullerton, CA 91831 WHICH IT WAS PREPARED. PUBLICATION THEREOF IS PH: (909) 548-3401 DATE: Ph.hbxf714)8709,x31 EXPRESSLY LIMITED TO FAX: (909) 627- 51425 ��� �- SUCH. � o Of S Womw,, ♦ -- 111 1�1 rll I Ill lr`` � i < < i �I I� T �Ir i`�fT 1III I I f�Il I rll I r�1 T(T<rll<1(I T � � 1 l1 � � � II � Jill lIII Irjl Tj -qJj III III Z I3 4 �i I T 8 _ 91� 10 11 12 #. 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P-1 r�swa I ;.. �IIJ ilei � 1111 u .cul 's Flu u11111ll llllllul 1111 1111111 lllllu llill� Il1U 1111111111111111 lllllllll , lj • +f .••..:.-.. 5."�Mryy...wy111MMM:�/Y....leyws.CpNl4..Y(,,,.yYIY. • . _ , _ .«a>::;.uw;... .,-«ws':s.m.,r..:wr.w-..eMrwwo....4......,. .... -::. -...+.r.r.a..,.• .. .nr:;..,,:......-.w,. "c 'q►•.:. ...+u».. ..,+.nc: -l:zr*w' 'w++riw aw..fie+...,.b.,•r_.....,►...•.w....:.:, ..an.,..... ::,w ....,.. . .,,.++a. •,*..,+e :..c..e•r•- 's...aLsr.:+.ut.s2c.•gc.u, Yrw wa'9rfet-.+rww+.r..n+'wn.e.r ,-w- . _ - - qh _ __. —+- ..-.-...r.•....,..M-.,...«.,•.�•.P. " r.. s. ...,-_ -. ... :. _"Y.r +,r .-.^,'.-.�. _:• r, .. ... A.Z."^".M" _. •+MIIG ._ ..ter. ...- - .._ ,. _ _ ..... _«.. - -... ... -T.:cs Yaii+aF..-.:..._ .. J 4.4 .r. 14 , � 170 MIN. _,_... LETTERING ON SIGN -- , ....._..�. APPROPRIATE DETAILS ON SHEET A-2.1 ARE PROVIDED TO COVER FACE OF BUILDING MUST BE A MINIMUM "'� INFORMATION MUST BE CONdDITICaNIS NOT COVERED IN CIVIL DRAWINGS. WHENEVER HINGE DUTY (5)--KNUCKLE i.E < - ---6" DIAMETER STEEL POST HINGE - (3) PER GATE 6EAF .•�.- ( INCLUDED ON SIGN POSSIBLE, REFER TO CIVIL ENGINEERING DRAWINGS FOR SITE 8" FILLED WITH CONCRE?EOF 1" 1N HEIC •IT • •�� (MINIMUM OF 1-IN DEVELOPMENT DETAILS. AND WHERE DETAILS ON A-2.1 ARE IN 5" CONC. SLAB APRON 1 1/2 " CORRUGATED STEEL HEIC•tt) CONFLICT WITH DETAILS PROVIDED ON CIVIL ENGINEER'S OVER ABC - SLOPE O 1/4" PER FT. c �. DECK WELDED TO STEEL DRAWINGS, USE CIVIL ENGINEERS DETAILS. REFER TO STRUCTURAL DWGS. I FRAME. REFER TO DTL. --18 GA. METAL SIGN CONC. TO BE COLORED BLACK. CONCRETE SLAB2/A2.1. PAINT DECK .. PAINTED Ell MATERIAL "WORSTED TAN". I SECURED SIGN PAVING - REFER PAINTED 4" x 4" 6' TALL STEEL PIPE. FILL SOLID WITH TO POLE W. 2-3/8" TO CIVIL DWGS. a CONCRETE. WELD HINGES TO s DIA. BOLTS FACE OF PIPE. 0 3" DIA EXTRA STRONG a 1. BLANK SPACES ARE i0 GALV. STEEL PIPE d G v I ' TORE FILLED IN PAINTED WHITE. ° I �-` " d n.ii�� _I t I �j - - -CONT. #5 IM !30t ID GROUTED WITH APPROPRIATE - r' <�t� % — I f. ..f!''�fy°','^a '1 /'S'a .K: 2.{"�pc ���C�1�� •� �. ._ •I I� ¢F I ! � K� INFORMATION ASA = FINISH GRADE �', ;ii "-� �i I ! PART I I Iix f��• PAINT TO MATCH MTL COPING - PERMANENT .. �� FACTORY FINISH COLOR 'TEAL'. C.M.U. WALL REFER TO OF THE SIGN. i I y ' I �. _- -� - _ DETAIL 1/A2.1 AND EUILDING 2. SIGN TO BE I I 10" DIA. CONC . FTG. - i I-I i I -a ELEVATIONS IIt =1 : PROVIDED O u EACH ENTRANCE 16" DIA. TO SITE. -- - _ SCALE: 3/4*-l'-O 12A21 1" 1'-0" -- SC 3/4--l'-O' 4A21 SCALE: 1 1 2" = 1'-0" 2 . PARKING ENTRANCE SIGN 6 GENERAL NOTES 2 CONIC. APRON 8 BOLLARD DETAIL 4 GATE DETAIL NOT USED H.0 3" SOLID WHITE UNE 4 REFER TO SITE PLAN FOR LOCATION. --MORTAR CAP SOLID BLUE (1.'P.) 1/2" RADIUS G ACCESSIBLE PARKING SPACE S) - LAYOUT AND STRIPE _ TOOLED EDC PER LOCAL AC �. 6" �-•-•- 9 UTA. CIRCLE SLOPE PER / JOINT FILLER E'— 0" CUR 6"0 STL PIPE - OF PARKING SPACE LANDSCAPING4" CONC. SIDEWALK • OPE FILL WITH GROUT. 1/2" EYP. JOINT (MAX. 20' O.C) (BROOM FINISH) W/ 'tea -- 6X6W'1.4XW1.4 r - , - CCN�ICRETE PAVING W.W.F. __._ ..�._ 6; �. WITH 41 6 x6 10 GA. — SOLID $0 I AGWG'F'B� 6.. q STRIPING Z BxBxl6 CIU WALL - REFER i Z ^ T'0 ARCHITECTURAL a, ro ELEAYKOIS AND /.''if,�". I _ j..;�`; 'b iia r {.• T _ STRUCTURAL DRAWINGS 12" HIGH i �,I - FOR MORE INFORMATION. PAINTED oNO / I I PARKING I •.{ BOLLARD FOr')TING E FILL MAT'L PER SOILS R - POR T. LETTERS IN I I REFER TO STRUCTURAL F&I CONTREINF ) 0 c — WHITE I J I - DRAWINGS FOR MORE . . CMU WALL I L INFORMATION. 4" WIDE WHITE _ L 4 LINES (TYP.) 9'-0" 8'-0" 9'-0" I _ 5'-0"n 2 SCALE:1 2" = 1'-Ow 15A21 SCALE: 1 1/20 = l'-0" 11A21 SCALE: 1" 1'-0" SC OLE: 1/8" 1'-0" ,x ,;1/2' 3 NOT USED 9 PAINTED HC SYMBOL 15 EXP. JOINT AT WALL 11 SIDEWALK TURNDOWN 7 ACCESSIBLE PARKING 3 TRASH ENOL./BOLLARD 1 x 1/4" TOOLED EDGE --� • STEEL TUBE GATEFRAME. swE c�LOR BAND 1/2 RADIUS GLppE R('� , rRVED FULLY WELD - PAINT. 1/2" RADIUS TOOL EDGE E-'- r SERIE', 'C' OREEN �' SACK FINISH FACE 4" CONC. SIDEWALK (6100M Cold' `E7° IRKING 13'-1" 4" x 4" x 6' TALL JOINT FILLER OF CURB FINISH) W/ 6 X 6 W1.4 X [� FIELD w/ EQ EQ STEEL PIPE. FILL 1/2" EXP. JOINT (MAX.20' O.C) PAVING - PER W1.4 W.W.F. HANDICAP SYMBOL - SOLID WITH CIVIL DWGS. CONCRETE. WELD HINGES TO FACE OF CONCRETE PAVING - - V"IE REIR ECTIVE I PIPE. REFER TO REFER TO PLANS FOR FINISH : �, .�. . BACI(GROUND. TYP. .F Dll.. 4 / A2.1. • ,�,; tet..•;�„�__'..:.• � BURNISHED C.M.U. ! ll it 1t .c'x11 cry I C — .• `i � .:�' •. � VAN A�EJ,IIBIL ACClrn t BANG ::r ` •` ~y I • 4 t�i ---�- CIES:. -,I`- _ A2J 120 ' -, 1. LOCATE BOTTOM OF SIGN NOT LESS AN SIX FEET ABOVE GRADE CMS TWO , NTEGRAL COLOR tr..�u�a ._. 1r✓ - SPLIT--FACE C.M.U. �rjjmjiTl �T T��ilr.11' ��jj1 FILA MATERIAL PER SOILS REPORT INCH DIAMETER STEEL POLE. 2. SIGHS SHOULD LIE PROPERLY CEN IERED WITHIN THE PARKING SPACE. #4 CUNT. TOP HEAVY DUTY CANE BOLT WITH FILL MAT'L PER SOLS REPORT AND BOTTOM 8" 3. 'THE SIGN FACE SHOULD BE LOCATED N4 FURTHER THAN SIX FEET FROM SLEEVES IN CONC. SLAB - OPEN AND 14 1 THE FRONT OF EACH PARKING SPACE. CLOSED POSITIONS. COMPACTED SUBGRADE 4. REFER TO SITE ^LAN DRAWING FOR LOCATION, bQM: PAINT CURB SAFETY YELLOW AT WALKWAYS. 5. SIGN TO CONFORM TO LOCAL ORDINANCE FOR SIZE AND LETTERING. ---CORRUGATED METAL DECK - FASTEN TO INSIDE OF 6. PROVIDE "VAN ACCESSIBW SIGN WHERE REWIRED. GATE FRAME. PAINT "WORSTED TAN". 14A21 SCALE: 1 1/2" 1'-0" IOA21 1" 1'- • 1 1/2n - 1'-0" 2A21DETACHED SCALE: 1 4"=1'-Ow NOT USED 18 NOT USED 14 EXPANSION JOINT 10 CURB AT SIDEWALK 6 H .C. SIGN 2 GATE ELEV. SACK FINISH FACE OF CURB VERIFY DIMENSIONS W/ STEEL PAINTED 6'-0" NIGH GATES 1/2- RADIUS TOOL EDSE LANDSCAPING SITE PUN INSIDE OFCMETAL FRAME. K FASTENED O tin -- MAXIMUM SLOPE AT SEE DETAIL 4 / A2.1. - CONCRETE PAVING - � RAMP: 1:12 6" CONC. SLAIN WITH # 3'S 18" O.C. EACH WAY OVER REFER T LAS FOR -� RAISED CCNdC. SUB - AGG. BASE. COORDINATE FIN PER SITE PUN :, WITH CML DRAWINGS. • T ~ 1" DIA. SLEEVES FOR CANE e • . f z I , to o 1! AI I I iDjV. PER SITE PUN I I BOLTS (TYP. OF FOUR) • 6" DIA. RATIN-TED QOLLARDS . _ s 8" CMU WALL REFER TO BUILDING ELEVATIONS. ;i-•f�1-l_--Cil-lil-•. �:IIl-- W.lL_u1: (�� � �1 60-00 TRASH ENCLOSURE BUILDING MATERIALS TO MATCH REST -FILL MAT'L. PER SO4LS REPORT �adCRETE CURB - TEXTURE TO CONSIST OF 1 MP I OF BUILDING UNLESS NO1ED SEE CIVIL DRAWINGS �lQ GROOVES O 2 O.C. TO COMPLY I OTHERWISE. AI..SO REFER TO FOR ADDITIONAL PAINT CURB SAFETY WTIH A.D.A. SECT. A.29.2. PROVIDE �� I - ' STRUCTURAL DRAWINGS FOR COMPACTED SUBGRADE INFORMATION. YELLOW AT WALKWAYS. CONTRASTING COLOR - COMPLY + MORE INFORMATION. WITH LOCAL ACCESSIBILITY CORE 4 AS REQUIRED. ,e,-2 3 SCALE: 1 1/2" = 1'-Ow 9A21 3"ALE: 1 1.-Ow • 1 " = 1'-0- _ _� -2 w _ 13A21 SCALE /8 3 1 1 - 2 , NOT USED 13 SCORE MARK 0 CONCRETECUF:B 150 H .C. RAMP 1 TRASH ENCLOSURE 140. 310N DATE DISCLAIMER: JOB NUMBER: St '.-ET TIRE: SHEET NUMBER: Office of William A. Amor, Architect THIS DRAWING IS AN ORP01N SITE DETAILS - 4rchitectum. N Forensics III Education INSTRUMENT OF SERVICE AND ARCHITECTURAL .001 ARc TIRE COMPANY AND SHALL. REMAIN THEIR PROPERTY.THE PROPERTY OF 9 9 W & 6 8th PARKWAY PROJECT MANAGER: �� DAN WAINWRIGHT THE USE OF THIS DRAWING TI G A R D, OR DRAWN BY: -` --- �— — — WILLIAM A AMOR% • - CSHALT. BE RESTRICTED TO fa�Gj ..� THE ORIGINAL SITE FOR NOEL ANASCO 1572 SkyNne DOW FULLERTOM.CA . CT I R E ) WHICH IT WAS PREPARED. DATE Fulk�rton, CA 92&1f —P'� PUBLICATION THEREOF IS PH: (909) 548-3401 PhAax(714)970.031 EXPRESSLY LIMITED TO FAX: (909) 627-5425 SUCH. 2� 9 rs F 15 o " .,. ..� '. . t•l.B... _-. .. ... :kls. . ., sr.? µ;e iUrf9 ,IE+:H`_+#'ld�.. ,�l,.3�..u•t. ,5f'.,. .'*., .... '� .- .... _. { � . ...:.... . ....�, .�. ,vim..., 1 ; ` �..�;,r-►• .F i T f I 'r r r 'r ��'I j7 - . - I Jill 1 1 1 " T 1 T I f ? T" �' • 1"r!'jr T 1 � 1-�1 T I T .� I I T I T 1 1 1 I I I 1 ( T f ITT 1 TIT • r � � r � r�r � � �1 r � � � C � 1 X11 IY II �'l � r ( � � 11 � � 11 I1 � � � 1 � ! � �'1r � r'i. �� ,I � 1 1l I 3 I 4 '� 10� 111 12� No.30 Ay, � ` Ifi I 8 $ Q I 15 IW 1 • �, . uu l.lU.�1111U1WIJ.lIII:J.�II � 111 u� �, .-� ulu 1 t 1!IIIW tuJ�llll lllllllll �� ��u ul.uu uil� urs �utl��u ., -�• ' , 7 1 1 • i J i .. n r..n1',• r, i' • '� .. reR +fit .- r. .. .:. .. ._ .... .... .. .. .. .. _. . ._... .. ,......�.-...,r 1 _a>d�l� -.-.._. .rt7,ln'r�'...w.'.�+owrut•+rnMr.,r;:. .,•. . .. .' ., ,.7 ...yn_..1,. ..... - -- •.�..rr.tva. -,.. ..,.ra.rw r•.•. �'�tl•N..s..•n'trMrw':s..r. Aar.-.tea++riwr../R ....--+G,..-+..n+Ca�re+lS,•�,cw w.ir»'.v1.lw*.n.....r r..ts•...s •........+�MIMW'.,lN,.tlATa.uwlyi+d:'ao ^••:eA:!10.t•„Iw@'.Ibl•r.:., n.rm: �+w+.+l�y.�_w�lrr..he,resic.w...-•....r•.• :.aa•+..r.e h.•A.Nt.�'1w.w+r.,aw •wrrwaallk.rt.M+AMu .... , ...., � ..�s.....a.^'t ,. -i�.uWi/I.s'S,/:MY'-i1L+Y++.w.a. -.... t•uSY�7.a"INMPo'7 .........k..-.w.W'v-r • i �u 40� 1 4. a., it O1 FLOOR DRAIN. SEE PLUMBING DRAWINGS. INTEGRAL BLACK COLOR CONCRETE APRON, MEDIUM 81OOM FINISH. APRON TO BE FLUSH rrATH PAVEMENT. REFER TO DETAIL 12 / A2.1 AND CIVIL DRAWINGS. 0 FIRE EXTINGUISHER LOCATION. RECESSED WHERE SHOWN. WALL MOUNT, TYPICAL. CONFIRM LOCATION AND TYPE WITH FIRE MARSHALL. 148'-0` 21 ___� 7 �, 8 O4 EXIT SIGNS. REFER TO ELECTRICAL DRAWINGS. 21'-6" -- - - -------���� --�_-- - 124'-6" 5. --+ --- -- 81'-2" _ 25'-4" �5 FLAT TIRE REPAIR TANK. SEE MANUFACTURER'S INFORMATION 18 '-0 - _Y-- " " �- __--_ _._ -_ 4._��" 21 -3 1� 4 --0 21'-3 1� 4 0 36 -4 1 2 FOR SIZE AND INSTALLATION INSTRUCTIONS. 1 23 21 - © CONC. FILLED STEEL PIPE BOLLARDS. SEE DETAIL 8 / A$.1 A5.1 2 A4.1 I _ - - - _ - -- STEEL TIDE STORAGE RACK SYSTEM BY OWNER, PER - - -- -- - - MANUFACTURER. _ A r I I ,L _ , _- _. I ! 2 I � � 2 ® STAIR TO 2ND FLOOR. STEEL $'RAlR IS PART OF TIRE HALL104 2 it STORAGE RACK SYSTEM. SEE NOTE 7 AND DTI. 12 ; A8.1. .I I 1 4 _' . - ---- -__�t._ '_ _-_ _ l eL J L - . ! - io 9 9 COMPRESSOR LOCATIONS) 1 I 1 5 61� I - = EAD TIRES COMPRESSOR I j 81 7 TIRE STORAGE RACKS 7 `-- _.,.' 11 11p 5 10 OWNER FURNISHED, OMMER INSTALLED VEHICLE UFT. I I i 105 A6.) �M A5°1 • Cr"DINATE UNDERSLAB WORK WITH GENERAL CONTRACTOR. - - oo 10 I I 1 15 13 1 { I 00 2 3 N 11 ROLL DOWN COILING DOOR 16 ( / 20 I -. - - - -- - 7'-4" 6'-0" 3'-4" 2'--0" A4.1 _� _ _--- ;__ J • I I i I -1 I 112 TREnCH DRAIN. REFER TO PLUMBING DRAWINGS. _.!__-.1�.-i - I I i M I I I -----II 70-80 A7°1 L 109 O O 3 108 � ` � I � ! � --�� I 116 CER. � 13 ELECTRICAL SERVICE ENTRANCE AND SWITCHGEAR ROOM. � I � I I -__ -�-. '--- --- SEE ELECTRICAL ORAWNGS. I I 1 �� o CONCRETE SLAB. VERIFY WITH SITE LAYOUT PLAN. 15 � 1 15'-0' 3 3 C / / B.9 FINISHED FLOORS SCHEDULED TO RECEIVE THiN-SET Tii E -� SALES / 103 U 8 t 8 11 N ��` / 1 15 APPLICATIONS SHALL MEET 1/8" IN 10 -0 TOLERANCE. Y �,' 101 ? 1 I 4 1 4 I 16 FINISHED FLOORS TO MEET 1/4" IN 10'-0" TOLERANCE 0 -- -- 4 UNLESS NOTED OTHERWISE. I R, '�- �•' 1 MFCHANiCAL UNITS PLR MECHANICAL DRAWINGS SERVIQE 109 � 18 ARE CONVEYOR-PART OF TIRE RACK SYSTEM � 14 �__� 10 � _ i - I__:; 1111 5• t c 19 UNE OF METAL CANOPY ABOVE SEE DET. 14/A7.2 HANDICAP RAMP - SEE CIVIL DWGS. C � 12 p �. _ aC ' --- 4 21 SAND/ OIL IN'i'ERCEP T OR REFER TO CIVIL do PLUMBNG DWGS. 2 . _�:� - -� - -_ 2 �� I �,y 2 o Q ROOF AND OVERFLOW DRAIN PIPES o I ato � � FIRE SPRINKLER RISER - COORDINATE LOCATION W/ CIVIL 10 ` -- - - DWGS `\ _ 14Qffl 19 3 101 3 KEY NOTES i 21 ' O I BNAADW�1: DOORS 101, 1aQ,AND 107(SALES�LAY DOOR.S) •� REF. NORTH :,If 23 I 22 L J HARDWARE 2: DOOR 116 WAR DOOR) 21 r A5. - I A4. 3 EA HINGES BLiI 199 NRP 632 HAGER _ _ 1 EA EXI1 LOCK D23 RHO 626 9CHLAGE A5. 6!p 22'-p` ' 4 22'-0" _ 3' 4 22'-0" - '-8" 1 EA CLOSER 4041 CUSH-N STOP 689 LCN I • • " • " 25'-4" 25'-4" 5'-0" N()RT 1 EA KICKPLATE 12 X 34 630 HAGER lop-Is17-3 4 -4 25-4 ti 1 EA KICKPLATE 12 X 35 630 HAGER 4" - 85'_4" 25'-4" 1 EA LOCKGUARD 1625 626 PRECISION 1 EA THRESHOLD 413 ALUM NATIONAL GUARD l A 'AT.ATHERSTRIP WEEP I� ALUM NA TIONAL GUARD HARDWARE 3: DOORS 114, 11S,(SIDE DOOR.DW TIM STORAGE/COMPRESSOR ROeA -- 3!--. HINGES 13B 199NF? 632 HAGER - - - 1 EA STOREROOM LACK D80PD RI U 626 SCHIAGE SCALE: 1/8" = 1'-O" 1 EA CLOSER 4041 CUSd-N STOP 689 LCN 3 1 ST FLOOR P LAN __ I EA KICKPLATE 12 X.34 630 HAGER 1 EA KICKPLATE 12X 35 630 HAGS I. SUPPLY HANDICAPPED SIGNS AT ENTRANCES / EXITS INCLUDING FRAME TYPES 1 EA LOCKGUARD 1625 626 PRECISION DOOR DOOR FRAME FRAME _ HL pR, WIDTH HEIGHT TH. MATERIAL TYPE FINISH FINISH TYPE HEAD JAMB GROUP REMARKS RESTROOMS. PER ADA 3103(b)4. w r --- � - -- I EA THRESHOLD 213 ALUM NATIONAL GUARD 2, � � f---- 1 FA WEATHERSTRIP 605 ALUM NATIONAL GUARD 101 3'-0" 7'-0" - ALUMINUM E FACTR'Y FACTR'Y - - - 1 DOORS X101 AND 102 SHALL BE PROVIDED WITH A READILY VISIBLE. � a � � _ DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING THE FOLLOWING, 102 3'-0" 7'-0" - ALUMINUM E FACTR'Y FACTR'Y - - 1 THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE Np HARDWARE 4: DOORS t 17 AND 202(COMPRE"�siOR ItaoM AND ZI�rD I�[�ooR STORAGE SIGN SHALL BE IN LETTERS NOT LESS THAN ONE INCH (1") HIGH ON A 103 3'-0' 7'-O' 1 3/4` HOLLOW METAL B PAINT PAINT A 4 / A6.1 4 / AGA 7 CONTRASTING BACKGROUND. I EA STT ES BB 1168 626 SCHIA _ �" 2" 2" 2" 2" 2" 1 EA STOREROOM LOCK I?80FD RH'J 626 SCFIZ.AGE 89 3- ALL INTERIOR AND EXTERIOR HOLLOW METAL FR-A417-S SHA.:-- BE 16 GA. IEA CLOSER coal 630 ICN 10.4 3'-0" 7'-0" 1 3/4" HOLLOW METAL B PAINT PAINT B 2 / A6.1 2 / A6.1 i 5 �ftivkhmNOTES. COLD ROLLED. WELDED. IEA KICKPLA TE 12 x 35 630 HAGER t EA KICKPLATE 12 x 3s a'!0 HAGER Q �+�LaTED CMU WALL - _ _ - _ - _ ! EA STOP 243F 626 HAGER 4' ALL DOOR HARDWARE TO BE LEVER STYLE° OPERABLE WITH ONE HAND A B C 8" CMU, INSULATED. REFER TO KE.1NOTES FOR TYPE 105 3' 0" 7'-T 1 3/4" HOLLOW NrTAL B PAINT PAINT B 2 / A6.1 2 ; ASA 6 AND NOT REQUIRING TIGHT PINCHING OR GRASPING PER CABO / ANSI HOLLOW METAL FRAME HOLLOW METAL FRAM HOLLOW METAL FRAME 1 SET SEAL Sow ]SWI NATIONAL GUARD OF INSULATION, AND TO STRUCTURAL DRAWINGS FOR ------- -- ---- ------- �r DOOR 117 GETS�LOCKs,ONE ON EACH SIDE OF THE Doan STEEL REINFORCING SPECIFICATIONS. 106 3'-0" 7'-0- 1 3/4" HOLLOW METAL B PAINT' PAINT B 2 / AGA 2 / AGA 6 APP 1 AND ALL LOCAL AND A.U.A. ACCESSIBILITY CODES AS THEY APPLY. HARDWARE S: DOORS 101. 108, 1m9,AND 201(COMPUTER ROOM,HALLWAY,JANITOR. 1 DOUBLE-SWING DOOR 5, AND 2ND FLOOR STORAGE Nl) 107 3'-0" 7'-0" - ALUMINUM A FACTR'Y FACTR'Y B - ALL DOORS TO BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE DOM MEMS 3 EA HINGES BB 1168 626 HAGIR UNINaH ATED C�1u WALL _ - - - - OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FIXED BLArJE IFA CLOSER 4041 US 626 sC1,LAOE 8 C.M.U. REFER TO STRUCTURAL DRAWINGS 108 3'-0" 7'-0" 1 3/4" HOLLOW METAL B PAINT PAINT A 4 / A6.1 4 / A6.1 5 *E�� ` 'I-Y �� � ��� �� �� LOUVER, IEA CL05ER 4041 CUSH-N STOP 689 LCN FOR STEEL REINFORCING SPECIFICATIONS. _ -_ -- 6 THE OPENING FO'',CE FOR INTERIOR, SIDE-SWINGING DOORS WITHOUT ACTING - WHERE I FA KICKPLATE 12 x 34 630 HAGER 109 %,-0" 7'-0" 1 3/4" HOLLOW METAL B PAINT PAINT A 4 / AGA 4 / A6.1 5 CLOSERS SHALL NOT EXCEED 5 POUNDS ON THE LATCH SIDE. DOORS DOUBLE SWINGSHO�I, I EA KICKFLATF. 12 X 35 630 HAGER a - INTERIOR PARTITION Wy,i _ -- -- - WITH CLOSERS SHALL NOT EXCEED 15 POUNDS ON THE LATCH SIDE. REFER TO 1 SET SEAL 5050 BRN NATIO}IAL GUARD L1OURSTOP IS AT DOOR 108 ONLY. 3 5 MTL,. STUDS • 16 O.C. TO FL" STRUCTURE 110 22'-0" 12'-0" - STEEL C FACTR'Y PAINT - - 3 / A6.1 DO NOT PAINT INTERIOR OR DOOR TRACK. . DOOR . KICK-DOWN HOLD OPENS ARE AT DOORS 109 AND 201�1M.Y. A80VE, WITH 5/8" GYP, BD. EACH SIC�E TO 6" - 7• DOOR HANDLES. LATCHES, PULLS, AND ALL OTHER OPERATING DEVICES �� o SCHEDULE. o ABOVE ADJACENT FINISH CEILING. BRACE WALLS _ _ _ SHALL BE INSTALLED NO LOWER THAN 34" A.F.r. AND NO HIGHER 1HAN - L_-___� HARDWARE 6: DOORS 105 AND 106(ML'.NS ROOM AND WOM11M ROOM) TO STRUCTURE ABOVE. AT RESTROOM.IS, USE 111 22'-0* 12'-(f - STEEL C FACTR'Y PAINT 3 / A6.1 G/C TC) COORDINATE INSTALLATION. 48" A.F.F. � I 3 EA HINGES BBI 158 626 HAGER WATER RESISTANT GYP. BD. 112 22'-0" 12'-0" - STEEL C FACTR'Y PAINT - - 3 / A8,1 _ PAINT DOOR AND FRAME TO MATCH I EA PRIVACY D40S RHO 626 SCHIAGE ADJACENT MASONRY B. ALUMINUM STOREFRONT DOOR SHALL HE DOUBLE SWING / DOUBLE A B E I EA CLOSER 4041 CUSH-N STOP 60 LCN B" PWMBLNG WALL _ -- - _ _ 3 A6.1 _ ACTING. ALUMINUM STORE- HOLLOW METAL ALUM!NUM STORE- 1 EA KICKPLATE 12 x 34 630 WAGER 8 MTL STUDS O 16 O.C. WITH (1) LAYER Of W.P. 113 9'-4' 7'-4' STEEL D FACTR'Y FACTR'Y SIM WIND LOAD: eo MPH FRONT DOORS DOOR FRONT DOORS I SE KICKPLAT 12 x 35 630 NATIO 114 3'-0" 7°-0" 1 3 4" HOLLOW METAL 8 PAINT PAINT A 4 / A6.1 4 / A8.1 3 PAINT DOOR AND FRAME TO 9. THE MAXIMUM THRESHOLD DIMEN,)IO!N SHALL NOT EXCEED ONE HAI i 1 SET SEAL 5050 19IW NATIONAL GUARD / _ MATCH ADJACENT MASONRY INCH WITH A 1:2 BEVELED EDGE. 1 EA DOOR STOP IS -� �:DOORSTOP IS AT 1700R 106 ONLY. ALL CONCEALED CMU (THAT WHICH IS FURRED OUT OR 115 3'-0" 7'-0" 1 3/4" HOLLOW METAL B PAINT PAINT A 4 / A6.1 4 / AGA 3 PAINT DOOR AND FRAME To , I• ALL HE STANDARD G°NIU. - _ - _._- -_ - - MATCH ADJACENT MASONRY - 10. PAINT DOOR GUIDE AND HOOD OF CCIILING FIRE DOORS TO MATCH -V HARDWARE 7: DOOR 1t11(Ol�'ICE) HAGER HIDDEN WITHIN (HUNG PLEN SMS) SH P/uaT DOOR AND FRAME TO UNDERSIDE OF' ROOF STRUCTURE. 3 EA PRIVAC ABI 161; 626 SCHLA 116 6'-0" 7'-4" - STEEL D FACTR'Y FACTR'Y - - - M JNT ADJACENT MASOI'!R`! 1 EA PRIVACY D40S RHO 626 3CHIAGE 11. INSTALL BURGLAR PROTECTION PLATES OVER STRIKE SIDE OF EXTERIOR 1 EA CLOSER 4041 689 LCN FAINT DOOR AND FRAME TO HOLLOW METAL DOORS 114. 11:� 1 FA KICKPLATE 12X34 630 HAGER 117 3'-0" 7'-0" 1 3/4" STEEL. B PANT PAINT R 4 / A6.1 4 / A6.1 3 MATCH ADJACENT MASONRY _- Y --- 1 EA KICKPLATE 12 X 35 630 HAGER • GER • " -` A6. 4 A6.1 - DBL DR W/ LOUVERS 12. OVERHEAD DOORS M INCLUDE 3" TRACK PATH 1:12 PITCH, 15" RADIUS - ---- -- IEA STOP 2430 626 NATIO 118 3 -8 PR 7 -0 1 3/4 STEEL B DBL PAINT PAINT C 4/ / - ANi', CHAIN :10!ST. SEFA.T SEAL 5050 BRN NATIONAL GUARD 119 - - - - - - - - - - - NOT USED --�-_-- - - HARDWARE 8: DOOR 118(SW11TCHGEAR ROOM) - - -- -- --- ------ -- __-- 3 EA HINGES BPI 168 626 HAGER 120 - - - - - - - - - - - NOT USED -------- - IEP LOCKSET LM 2630 626 SCHLAGE 1 EA KICK.PLATE 12 X 34 630 HAGER 201 3'-0" 7'-0" 1 3/4" HOLLOW METAL 0 FAINT PAINT A 2 / Ae.1 2 / A6.1 5 - ' C n 1 EA KICKPLATE 12 X 35 630 HAGER 1 EA SEAL 3050 BRN NATIONAL GUARD -- - - ----- - -- -- OVERHEAD DOOM: COILING DOOR 2 FA HOLD-OPEN 202 3'-0" 7'.-0- 1 3/4- HOLLOW METAL B PAINT PAINT A 2 A6.1 2 A6.1 4 _ GENERAL NOTES DOOR AND FR�►�I�IE TYPES DOOR HARDWARE GROUPS WALL TYPE LEGEND 17 DOOR SCHEDULE - -- - -� SHEET TITLE: - SHEET NUMBER: NO REVMM DATE ORPO1N"- DISCLAIMER: JOB NUMBER: 1ST FLOOR PLAN A office of William A. Amor, Architect THIS DRAWING IS AN DOOR SCHEDULE Architecture S Forensics ■ F_ducatlon ® INSTRUMENT OF SERVICE AND WALL TYPE LEGEND D q 9 W & 68th PARKWAY PROJECT MANAGER: KEY NOTES THE PROPERTY OF AMERICA'S 7 des �C� TIRE COMPANY AND SHALL DAN WAINWRIGHT -- - C7 / REMAIN THEIR PROPERTY. WILLIAM A AMOk�' THE USE OF THIS DRAWING TI GARD, OR DRAWN BY: SHALL BE RESTRICTED TO ■ -� THE ORIGINAL SITE FOR 1572Sky0neDriw • FUL 1 R WHICH IT WAS PREPARED. PH: (909) 548-3401 DATE: Fullerton, PUBLICATION THErEOF IS -- CA 9283 FAX: (909) 627-5425FXPRr - PhAax(714)8749531 �F �� i SUCH.ESSLY LIMITED TO �3 O' 7 rr' � � a ..,. ,' � � - _ _.. _ .. .. . .. _ M �...r; W ._ .� - - .-... - - I I T T I I I I I r r Jill 1 r III Tr�,ITrr1- TiT�T�r r I I T� � tdo i IIrlTrTtIN II Tl II II I Tl Irll lr Ilr 1 I I I T 1 TP f1 Flip �' 1 1 1 �4 C d 1 1 ' 8 bio 1 111 { 1 .. Iia AI �_ - /1 111 - .1 ,�. No.36 G��.MS M. - 1�1lI p- L : IIIG tr t. �i �i t t t g 9 `T Q i� S t 450, • 111;1 11�Jll�Wlllllll ?ll�l lll�.lJl llUlllll-llll�l�l 111111111111 Hll�ul11ill l�iulluulU� �>l�l ltl�u��uulul� . :n ' • 111.111111���1L�1111.11111t,�^1�111111iu�iliu�l • r yy Zj.. 'k: r �- ...... ..-.. ..... ._. ._ ..._- ..rte..w- �..,..r ..-r.rr.,...._. .. ,....,..c..... d.lraut..W.:7.w;J+rMW-+Oe.seMA±tYR+,e". ...... ,. ..•.m.m:. `,IM.».•... .,-aeiYlir-w.,..r..bw..,+w,.ra... we�....n.w++Mu,.*`+rs:4.dYs::. . _ .,.. •.�•_ - ..- _ _. ,,, .., gar- -.r_- ..n ;.. ... -. .- .. -+,++s.•.. .. .. ... .- �.. a ., ._ .. n..•ae3�+"s..11r7YFI*xL ..czr aurw.ur.w..,..N.. ea.. f+�J`Sv...r•SC'.ilri'�..- .._....L....«..aw-.a. ....� +Un�N. u9iJtr4"'.AtA6AMPX A/!'M'Y..rR+iMw.,A •a+r+ •• s -_ _ __._ ti r I SKr. k I.� r O 1 1/2" DIAMETER STEEL H.C. GRAB BAR O METAL STUD PER TOWEL DISPENSER EN PLUMBING RECESSED N TOWELLEGEND NUMBER 4. HANDICAP ACCESSIBLE WATER CLOSET. RIM HEIGHT SHALL BE 17" - 19" A.F.F. ffr-. ro. M - 2 -OPAPER TOWEL. DISPENSER. MOUNT FULLY RECESSED. SEE DETAIL GR , 9 / AGA. COORDINATE WITH PLUMBING LOCATED IN WALL CAVITY. ' 4'-26 4'-20 4'-2' 4'-2' 4'-2• � 17'-4' MIN GLR ------. - - --- - __ -- ---- /� MIN / ' � � WALL MOUNTEU LAVATORY i 1a" M 18 © 5 DIA. WHEELCHAIR TURNING SPACE 8 SIM. i A7.1 5 r _ t DRINKING FOUNTAIN. PROVIDE HI-LOW FIXTURE WITH ONE 5 a0 ' -�' SPOUT O 38" A.F.F. MAX AND ONE SPOUT O 40"-42" A.F.F. A8.1 4 -x'; X' INb m FOLD DOWN DIAPER CHANGING STATION AT 2'-1C A.F.F., IN OD ; WOMEN'S ROOM ONLY. r _. _ ___ x 9 RECESSED KNOX BOX LOCATION. COORDINATE LOCATION WITH FIRE - / --'-- J - -- iT- M MM -t0" OFFICIAL ---- . - I -- - - ' _ _ i t A_ _ t 10 FURR YN1H 3 1/2" METAL STUDS TO AC(,tWMODATE ELECTRICAL 21 s'-10 104 6M 108 U ,�'- Eli x �� BOXES, PAPER TOWEL DISPENSER, ETC., AS NECESSARY. -- -- -- Ips �. A A90'11E CEN LNG , 106 , , 1 �__ --�= =--- ---------- 11 SUP RES15TANT CERAMIC TILE. RETER TO DOOM FINISH - -- -- - ---------- ---- SCHEDULE. .3 JLJ - I ­_,/�2\13 31 _ AF (^ - _----_---- ---_�-___ --_-__-- - G 1 IN MANAGERS OFFisCE (ROOM 107 . 2 FURRING WITH INSULATION 4 ON SOUTH ALL AND 3 1/2" FURRING ON WEST WALL FOA ' A 17 � � UNDER JLAB CONDUITS. REFER TO ELECTRICAL URAW!NGS, 15 4 7. i3 o SHEET E-4. 10 REF• NORTH / i 8 106 - _ _ - -`_ 14 WALL MOUNTED URINAL ~ i 2 1 - -- A10, 1© 5/8" TYPE 'X' GYP. BD. ON METAL FURRING I-,HANNELS OVER CMU 20 A80VE ;' 14 { 0, WALL. REFER TO WALL TYPE LEGEND. A7.1 ,Y i }. 3 I i 16 OWNER FURNISHED MILLWORK. � STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. PROVIDE AN p --� ALUMINUM ENCLOSURE PANEL WITH CATHODIC PROTECTION AROUND •I 15 ;_ I I I ( 3 t STEEL COLUMN. PANEL TO MATCH REMAINDER OF' ALUMINUM r 7•1 1 108 n I ' WINDOW WALL (SEE DETAIL 7 / A-15.1). 9 5 ,i 7 A� D.A TOILET Rt,�►OM LAYOUT SCALE:1/4" 1'-0 ALUMINUM WINDOW WALL WITH INSULATED GLAZING UNITS g - - _-- - - - -- �_ - - - - I 1 �0 13 A7.1 5 , I i ft FLOOR BASE WALLS CLG. 1 g 5/8" TYPE 'X' GYP. BD. OVER 2 1/2" METAL FURRING MTH 2 I A7. A7.1 I - - - _ ._ ._ __�= NORTH EAST WEST SOUTH -' ~ 1/2 RIGID INSULATION (EXTRUDED POLYSTYRENE) TO R-13. ON .I DESCRIPTION I- � INSIDE FACE OF C.M.U. 3 MAA MAT'L MAT'L MAT'L MAT'L MAl'L 3 iZ1 REMARK' \ -- -' _ ELECTRICAL PANEL LOCATIONS. REFF;, TO ELECTRICAL DRAWINGS. `---1 r--- T 102 104 " FURR WALL WITH 6" METAL STUDS O 24" O.C., NTH GYP BD, �. C R 101 SALES-DISPLAY 3 a 2 8 _- 5, 8 8 8 7 12'-0* B, C AROUND PANELS. SALES DISPLAY 102 OM- CE 3 a 2 5 5 5 5 7 7'-6* ;r 101 1 1 103 to - - 21 FIRE EXTINGUISHER LOCATION. RECESSED WHERE SHOWN. WALL I " - MOUNTED. TYPICAL. CONFIRM LOCATION AND TYPE WITH FIRE 103 COMPUTER _ -' I!o 3 a 2 5 5 5 5 7 7'-60 MARSHALL a 5 5 9 7 T-6" G/C SHALL CONTACT MILLWORK SUPPLIER FOR EXACT 104 HALL C, D _ UNDERGROUND CONDUIT LOCATION AND CONFIRM DIMENSIONS �� CEM.fNF 1 18 1 3 3 a 3 b 3 c. M BEFORE INSTALLATION. 105 MEN d 3 c, d 3 c. d 3 C. d 4 7 -6 \ 1 n 4'-5" 1'-7 3'-4" 8'-8" a d 3 c, d b 7'-6* ._ TELEPHONE OUTLET PER ELECTRICAL DRAWINGS. 106 yyp�,lpr 3 a 3 b 3 c. d 3 <;, d 3 c, ��'• -` � ® TIMECLOCK. SEE ELEVATION � �. . - _ __ _ 107 NOT USED - - - - - - - L- 23 - ® 36" RIM HEIGHT SERVICE SINK. REFER TO PLUMBING DRAWINGS. A5• 108 JANITOR 1 2 9 9 9 • 9 • 4 7'-6" A I 1 -�- 109 •i.RE STORAGE 1 _ 6 6 6 6 10 I MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS, ABOVE CEILING . (LEAD TIR�E ACCESSIE,LE RESTROOM SIGN. MOUNT AT *48" A.F.F. REFER _,_ �7,/ 2• 7,-9M 104 110 S`C)RAGE COMP RM. 1�- - 12 12 12 _ 12 10 - TO DETAIL 22 / A7.1. 111 NOT USED ,- - - - - - - _ - -- ® TELEPHONE BOARD WITH FIRE ALARM CONTROL PANEL 8•� 201 MEZZ. STORAGE /1 11 2 5 5 5 5 10 - C RUST-RESISTANT STORAGE SHELVES 202 MEZZ. STORAGE Al 2 5 5 5 5 10 - e FLS-MOUNTED MOP SINK I C - 23 '� FINISH i Fr:Fi�; 31 CUSTOMER SERVICE LIST ABOVE CEILING A7• 16 I _ I. CONCRETE W/ SMOOTH TROWEL FINISH. SEALER: A. STAINLESS STEEL TO X40" A.F.F. ON WALL BEHIND METAL CANOPY ABOVE - SEE SHEET A!..4 FOR DETAILS 1 1 3,1 �`J -- VOC COMPLIANT. ACRYLIC COPOLYMER TYPE, MOP SINK. ASTM C1315, CLASS B. PROVIDE ONE OF THE DRINKING FOUNTAIN i o FOLLOWING: INCRETE CLEAR SEAL OR B. DIRECT APPLY 5/8" TYPE 'X' GYP. 8D. PAUL M. WWOI_F CO. SHUR-SEAL ARE ACCEPTABLE 14 / � PRODUCTS. C. PROVIDE 2" METAL FURRING ON CMU. INSULATE. 8# "-�-"+'-'L -�-- -- -- 2. COVED 'TYPE T.P.' THERMOPLASTIC RUBBER D. PROVIDE FRP ON GYP. BD. WALL. BETWEEN 2 KEY NOTES 1pt r` BASE, 4" HIGH. 1/8" THICK - 'BLACK'. DOORS 105 AND 106 TO TOP OF DOOR HEAD. 3. TILE QN,j�NOTES: INSULATED CYC WAIL o. DAL-TILE "GRIGIO SCURO CD42% " " � 12 x�2 � 8 C>wU. INSULATED. REFER TO KEYNOTES FOR TYPE OF 1. ALL INTERIOR FINISHES TO BE FRAZEE INSULATION. : 4. O. b. DAL-TILE, "GRiG10 SCURO CD4;c'. 6"x8" BASE „ . 21 c. DAL-TILE - D-190. 4" x 4", "ARCTIC WHITE F.B.C. MOONLIGHT' #1S43OW UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL DRAWINGS FOR STEEL REINFORCINGI 3�7• ���� -- -- - --------- ---- - ---- -- ------ d. GAL-TILE - DM-1. 4" x 4 "VERMILION". F.B.C. CONTRACTOR MAY SUBSTITUTE THE FOLLOWING: SPECIFICATIONS. 4 5/ W R GYP BD ( PAINTED SHERWAN AMS OR �.L.L.1� UNINSUL AM CMU WALL SINCL0.IR 8" C.M.U. - REFER TO STRUCTURAL DRAWINGS 7" 9 5. 5/8" GYP. BD. ( PAINTED ) FOR STEEL REINFORCING SPECIFICATIONS. 2. CONTACT FRAZEE FOR EXACT F'^INT A6.1 6• EXPOSED CMU ( PAINTED ) SPECIFICATIONS. a lj�RATED INTERI(�,P S Q130N WALL 8 i 3. ALL riNiSH COAT PAINT TO BE 10070 ACRYLIC, 3 5/8 MTL• STUDS O 16 O.C. TO FLOOR STRICTURE 3•+� 7. ARMSTRONG 24" X 24" '704A' ACOUSTICAL CEILING ABOVE. WITH 5/8 GYP. BD. L ACH SIDE TO 6 WATER EASE SEMI-GLOSS.TILE WITH 15/160 ARMSTRONG SUPRAFINE XL ABOVE ADJACENT FINISi4 COLING. BRUCE WALLS I \ I 'T-BAR' GRID, COLOR 'WHITE'. 4. ALL FLOOR TILE AND COVE BASE TILE GROUT 1'0 TO STRUCTURE ABOVE. AT RESTROOMS USE BE BLACK. 'MALL TILE GROUT TO BE BLACK WATER RESISTANT GYP. 8D. + S. ALUMINUM WINDOW WALL ABOVE COVE BASE. 3"70 1 I F. NORTH D 6 PLUMBING WALL ' \\ 9. FRP. PANELS FULL HGT., U.N.O. OVER GYP. BOARD 5. VINYL FLOORING TO BE SLIP--RESISTANT. 6" MTL.. STUDS O 16" O.C. WITH (1) LAYER OF W.P. �`\ + (COLOR: P-100 WHITE). 6. GYP. BOARD WALLS TO HAVE LIGHT ALL CONCEALED CMU (THAT WHICH IS F'V1(RED OUT OR 10. EXPOSED METAL DECK AND STRUCTURE, "KNOCK-DOWN" TEXTURE. CONFIKII HIDDEN WITHIN CEILING PLENUMS) SHALL BE STANDARD CMU 7A1 11. 12"02" VCT ARMSTRONG - "CHARCOAL" WITH OWNER. 7. CONC. S:.AB AT AREAS TO RECEIVE CERAMIC TILE -- - -- 12. EXPOSED CMU (UNPAINTED) TO MEET 1/0- IN 10'-0" TOLERANCE. S. EXTERIOR CONCRETE APRON: BLACK CONCRI•_T'E STAIN ' SEALER AS MANUFACTURED BYINCRETE SYSTEMS. 1 ENLARGED PARTIAL 1ST FLOOR PLAN SCALE: 1/4" � 1'-0" 5 ROOM FINISH SCHEDULE / NOTES 1 WALL TYPE LEGEND N0. - REVISION i D'� ...�.- DISCLAIMER: JOB NUMBER: SHEET 7TTLE: `+'HEFT NUMBER: Office of William A. Amor, Architect ORP01NTHIS AN ENLARGED PARTIAL 1ST ♦ NSTRUDMENT OFRAWING SERVICE AND Architecture ■ Far�mslca ■ F_ducatlon � ® FLOOR PLAN THE PROPERTY OF AMERICA'S C�C� w PROJECT NIANr vF.R: TOILET ROOM LAYOUT D ARC TIRE COMPANY AND SHALL. " `" '` & 6 H t h PARKWAY DAN vW'AINWRIGHT ROOM RN��D ULE j REMAIN THEIR PROPERTY. '''WILLIAM A AMOK% THE USE OF THIS DRAWING TI G A R D, O R DRAWN BY: KEY NOTES SHALL 9E RESTRICTED TO NOEL ANASCO ■ � "'1 (TIRE THE ORIGINAL SITE FOR i 1'S72SkylW�eDMv° ro FULLERTON,CA • WHICH IT WAS PREPARED. Fullerton, CA 929.1 PUBLICATION THEREOF IS PH: (909) 548-3401 DATE: Ph.Aax(714)8'70-0531 EXPRESSLY LIMITED TO FAX: (909) 627-5425 l SUCH. 2 0 iv a�- r .. .q°wM•nn '.' .f"...YM.AM "M:v...b}V.r..IM`rYn w «-..w...n.I_-. . i.r- .-rw.r. _ Yr.• - ;►wk r... .. .. - � ,1... f ... WOW". . .. .. 7 i. IkT TIT r 1L. t11iflllillll !'I1 ( l1I11I1llIlfi 1 ! ! ! ! 'q • �.3 101 L. 1 . 1121 >�w�waaww. MMM, iA# S S I L 8 , ' I< I 1< 8 8 L 9 9 i► 8 tum� 1 � fn,-.... - •.._ .ovw•e.w.. �f.. .+.• .. .�-. - i. -.. • �� i 7 SAY. ,�i • .... ._-_ .- .. -- -. •..•`v--. .. .. _ _. _ .. .. _ ..a..._-••_.....+'-^an:. ._ .. _ -_.___ .....r..a..,.....-... ..«-r. - _. .,.....:.. -_ _.. ....•. ..- .. _.. _._ - - .. _...�-... - ..tee•. .. .... ._ «.,. .aMwh_+wn-....+ruta.w».. .,...-.aw•u..+:.. a-.cX�m.,.:s sA6cq?+M�R.:MYMIM+w: ..ww..w.e.r' v.!*x.. r G .9 e . i' w; Fttf' V,. iuu r i RKEY IAIE& O1 ACOUS11CAL CEILING TILE IN SUSPENDED 'T-BAR' GRID U2 175 WATT, METAL HALIDE, VANDAL RESISTMST LIGHT FIXTURES ABOVE THE WATER TANK, MOUNII D TO THE UPRIGHTS BELOW THE UNDERSIDE OF THE MEZZANINE. 1 Z � � • EXHAUST FAN LOCATIONS PER MECHANCAL DRANANGS f NO CEILING, OPEN TO STRUCTURE. PA IN'i UNDERSIDE OF FLOOR STRUCTURE FRAZZEE 543OW "MOONUGHT". � I I O HI-BAY LIGHT FIXTURE 1 ® WALL MOUNTED LIGHT FIXTURE ---- — — — -- — — — — _.._.-------- - - EXTERIOR WALL MOUNTED LIGHT FIXTURE TF-1 I 0 ROOF ACCESS HATCH CHkSE C9) MECHANIC/ ® 10 GYPSUM BOARD CEILING r — 8 d _ _ r --►-� ( 4 '�+ 11 FLUORESCENT LIGHT FIXTURE, SUSPENDED BELOW ROOF _ ® ! ~� i J STRUCTURE 1 RACK LAYOUT. BELOW UTHONIA MRW 16" WALL MOUNT LUMINAIRE HIRE MATH SR3 REFLECTOR © 40OW CLEAR ED-28 METAL HALIDE INHORIZONTAL POSITION �J 'I 14 EXPOSED METAL CANOPY DECK PAINTED WARST0 TAN _--_ _ �__ .___ _ 1© PAINTED GYP. BD. SOFFIT A +7'-0" A.F.F. MHERAL NOTE: GENERAL CONTRACTOR SHALL COORDINATE HI-DAY LIGHT FIXURE PLACEMENT WITH TIRE STORAGE RACK LOCATION. FIXTURES SHALL fT - BE CENTERED ABOVE POSSI LE. AISLEWAYS. MOUNT FIXTURES AS HIGH AS I SMOKE EXHAUST TO COMPLY WITH SEC. 910 OSSC. REF. NORTH I I I I 3 1ST FLOOR REFLECTED CEILING PLAN SCALE: 1/8" - 1'-0` 3 KEY NOTES RCP LEGEND 2' x 2' ACOUSTICAL CEILING TILE Wrol 'T-BAR' V Z 3 7 d CEILING GRID SUSPENDED FROM STRUCTURE ABOVE 2' x 4' FLUORES^XNT LAY-IN LIGHT FIXTURE o PENDANT FIXTURE ! i I 4'-0" HI-BAY LIGHT FIXTURE 1I O llv�J` I "r` 24-HR HI-BAY LIGHT FIXTURE dCa1 --'�" OI I I I I I I ® (a • SUPPLY AIR DIFFUSER 11 -� RETURN AIR GRILLE � ; 3 OI 1 3 O lO Di ! _j i_ I _. , �._.j r=� _ :=. N- - - - 3 N- EVAPORATIVE COOLER 4. I I I I i t 3 II i Pv [� EMERGENCY LIGHT ® EXHAUST FAN - TOILET ROOM ® S JPPLY AIR DIFFUSER - TOILET ROOM r✓-- __ ! EXiT SIGN - VERIFY MOUNTING CONFIGURATION ------ _ —_--- » I ' " » " 4' LONG 2-TUBE FLUORESCENT FIXTURE -- 8'-0" - 8 -0 80-20 8'-1w 7 -10 *7'-10* 7 5-7 7 -11 3-6 17-0 -10 SURFACE MOUNT ATTIC SP A�E ABOVE - - --- -- --- — SALES/ DISPLAY AREA I a EXTERIOR WALL MOUNTED LIGHT FIXTURE QI 4 © I I O - ! I ! fp EXTERIOR WALL MOUNTED AREA LIGHT 5'-10" 15'-1" 18'- 15'- " 18' 11" �— O ! o j INTERIOR WALL MOUNTED LIGHT FIXTURE •- TOILET ROOM I .I i I REF. NORTH CEILING FAN - 1 _. - --- NR K EXHAUST FAN REFER TO MECHANICAL AND EI ECTRICAL DRAWINGS TO CONFIRM FIXTURE TYI''t AND 0CATION. f�1 MEZZANINE LEVEL REFLECTED CEILING PLAN SCALE: 1/8" s 1'-O~ 1 RCP LEGEND I NO. REV" RAS .� DISCLAIMER: JOB NUMBER: SHM TITLE: SHEET Ni.;M?FR: PLAN CHEC;L CORRECTIONS 'q15 /07 Office of William A. 'Amor, Architect THIS DRAWING IS AN ORP01 N iST AND 2ND FLOORS j Architecture ■ Fore, !ce ■ Education ®, INSTRUMENT OF SERVICE AND REFLECTED CEILING THE PROPERTY OF AMERICA'S 11462 SW P ACI�I C H WY PROJECT MANAGER: PLANS � 1 TIRE COMPANY AND SHALL L'AiJ WAINWRIGHT RCP LEGEND REMAIN THEIR PROPERTY. RCP KEY NOTES C':WILLIAM A AMOK � THE USE OF THIS DRAWING SHALL BE RESTRICTED TO TI G A R D OR DRAWN BY: -- - THE ORIGINAL SITE FOR 1572Sky**11+Ae � � LT I R 627-5425 909) _ _-9) WHICH IT WAS PREPARED. 30 MAY 14. 2007 Fullerton, CA 02831 n I PUBLICATION THEREOF IS PH: (909) 548-3530DATE. - - Ph.A v(711)8744631 �;jF�R�{ _ I EXPRESSLY LIMITED TO FAX: ( r� D SUCH. o�5 59 M. .. ..fJ+.... iv ..a. ..' Nf i ,,.a .. I t ..,.«. •. w '4:.. :y .. . .... .. I. . ,.. .. 7 1. .Q. .. ... ,� r..JSrrtOL °^KF..•y�e.:w ,h .:w'{? <,�IVt ...a . s,.� .... . . e.•,.. ..,,'k•R.. Y` n! .H�'?- •la' a.,.,., ... ... �".. � '�.f•', r'1 s � T.f,T. I�11TrT T<IlT11 IIIIIII a dill I rr(Tf Tf1T • 1 '', _._ (� _1___-. ��. 4I • __ � x.01 l l l 1_ r•m ' n' Illi � • � :,Er., llll liljl 11 'All. . • + 1 1,� ...+..,«. - . ,. ,wwr+.. ,w....waw.+ w. -. .. ..V-- _- _. .. _. _. ,� _ .� - ._ •.-w. _ • - ._ _ a T /di t - J@.. � ._ � .. lq¢•_•.. -,.r,- -s. _ .. ..... ,..N __ +i'7e""Mtl�:' :�'�-'Tb[�{^� ,+ ra;•...,itwrOS..y_.y...,..•l. ..JYda»>.m^hu+Sa4r-Wd,be::.51Ms..-, -' -...-..SYN• ..... .:,::nl...:CIYIn,.w mow, .. -. .. ,Ay l;J x , rk ' I' 9 r s 1°rt t J VI -----18 GA. SHEET METAL SUMP PAN -- ---TAPER INSUL. AT iv 3 ROOF DRAIN (D 30" x 36" ROOF ACCESS HATCH. REFER TO DTL, 19 / A3.4. LOCATION TO PROVIDE POSITIVE O2 ROOF DRAIN AND OVERFLOW. RI:.FT:R TO PLUMBING DRAWANGS AND - -- DRAINAGE. NOTES, AND OIL. 24 / A3.4. r BUILT-UP ROOF OVER RIGID INSULATION (POLYISOCYANURATE) OVER METAL DECK. Q ARROWS INDICATE DIRECTION OF ROOF SLOPE (A1 3/8" PER Ff.) FRAME SEE STRUCTURAL DRAWINGS. AND O ROOF CRICKET. REFER TO DTL. 21 / A3.4. BLOCKING —ROOF DRAIN AND OVERFLOW (OVERFLOW 22 24 !6 24 AT WITH 2" DAMP COLLAR) O U.L. CLASS 'A' BUILT-UP ROOF OVER FIBERGLASS BASE OVER 22 i �•1 " A6.1 OPENING 5 1/2 RIGID INSULATION (POLYISOCYANURATE) FOR R 30 �M, �p 6 C.I. WOOF DRAIN LEADER. VERIFY DIAMETER AND 3• I RUN SEPARATELY FROM OVERFLOW LEADER. O6 EXHAUST FAN PER MECHANICAL DRAWINGS � 6 g 6 CAST IRON OVERFLOW LEADER TO MATCH ROOF' DRAIN U.L CLASS 'A' BUILT-UP ROOF. SEE DETAIL 22/A-3.4. ! it 6 m LEADER DIAMETER 5 6 � 1 - O HVAC UNIT ON PREFABRICATED CURB. SEE MECHANICAL DWGS I N FASTEN PIPE TO WALL WITH1 2 18 GA MTL STRAP 3 -0 ' 9 z O.C. MAXIMUM AND 4.61) RAM T MINIMUM EACH STRAP. � _ O METAL CANOPY SEE DETAIL 21/A5.4 19 I � RUN SEPARATE LEADERS FOR ROOF AND OVERFLOW DRAINS. 21'-4" �s 12'-4" OVERFLOW LEADER TO DAYUGHT ONTO PAVEMENT (REFER TO 0-9" PLUMBING DRAMANGS). CONNECT TO UNDERGROUND STORM DRAIN - O WHEN APPLICABLE. 24 A34 SCALE: 3 4" = 1' 0" I S SQ 2 ROOF DRAIN 2 ROOF FLAN KEY NOTES rn � ROOFING BREAK UNE, TO FOLLOW UNE ROOF HATCH, WITH SAFETY j j OF WALL BELOW ROOF DECK POST AND PADLOCK ROOF DRAIN LEADER EXTEND ROOFING MASONRY WALL UNDER ROOF HATCH SEE STRUCTURAL. s COLINTEP FLASHING f SEALANT TYPICAL Cly IT STRIP AROUND ® I I 2i TOP AND BOTTOM ----- OPENING 8 BRASS DOWNSPOUT 4 22 NOZZLE J.R. SMITH BUILT-UP ROOF OVER I 24 5 3.4 SIM OR EQUAL -- RIGID INSULATION A6.1 (°U-YISOCYANURATE) OVER 2 1/2" EXPANSION METAL DECK. SEE 4 4 BOLT STRUCTURAL DRAWINGS. I o o ti wit 1111-1111=1111 _ QST -1 III1111� < - 10 '--1111 •"� ?��► DETAIL FOR OVERFLOW DRAIN CONNECTION ONLY. BLOCKING AROUND STEEL FRAMING D LADDER OPENING AS REQUIRED ROOF PLAN SCALE: 1 8" 1'-0" 23A34 SCALE: 3/4"-1'-0 19A34 SCALE: 3/4"-i'O" 3 ROOF DRAIN LEADER 9 ROOF HATCH EXTERIOR CMU WALL OR OTHER. SEE PLANS, ELEVATIONS, AND SECTIONS. 21 23 21 4" CANT CONTINUOUS AT THROUGH-ROOF PIPE --- 5. 5 5• 10 — — — — 2 T 5. Ell ROOF PERIMETER BUILT-UP ROOF OVER PRE.'-FA8 MOLDED PIPE BUILT-UP ROOF OVER - _ -.�_�_ .:��� i - -'- Li RIGID INSULATION FLASHNG. MOUNT PER I"'RIGID INSULATION 1 1 jiPOI.YISOCYANURATE . S RECOMMENDATIONS. (POLYISOCYANURATE) DECK.OVER METAL ) AND PROVIDE CONTINUOUS OVER METAL. DECK. SEE f SEALANT AT ALL STRUCTURAL DF.AWINGS, 1 _ _ I"'fEZZ TIME BTORAts! RAGCb SEE STRUCTURAL EXPOSED AREAS. — It" b.P. 11 A5.1 DRAIMNGS. - -- _ _ 0 METAL JOIST. SEE STRUCTURAL DRA"NGS. 21 21 A0.1 A8.1 5/•8 TYPE X GYP. BOLI. ON 2 1/2" METAL FURRWG I I WITH 2 1/2- RIGID •'- - -- � 20 INSULATION WITH R-13 - - - - 211 or. 11 1 ' - _ �_. .!-{ _ =:� __ i _1 1' -� L ( i 23 CAPABILITY IN WALL I 1 I 4 2 I —� �� I I CAVITIES. REFER AI.;SO TO ROOM FINISH SCHEL`41l�. r --i 1 r_ W_ 22A34 SCALE: 10- I'-0" ISA34 SCALE: 1--1'-0" I 10 2 - � 3 PARAPET CANT (8) ROOF PENETRATION 23 BUILT-UP ROOF OVER RIGID INSULATION 1, 5/8" TYPE 'X' GYP. BO. OVER 2 1/2" METAL FURRING "TH 2 1/2" (POLYISOCYANURATE) OVER METAL DECK. RIGID INSULATION TO R-13, ON INSIDE FACE OF C.M.U. SEE STRUCTURAL DRAWINGS. ® 20 GAL HOT WATER THEATER. SEE PLUMBING DRANINGS. A �---- VARIES. REFER TO ROOF PLAN. ® LADDER TO ROOF. REFER TO DETAIL 11 / A6.1, 2ND FLOOR STEEL GRATE FLOOR PER MFR'S DRAWINGS. GRATE 18 GAUGE PATTERN TO CONFORM TO STATE ACCESSIBILITY CODE: GRATINGS - 18 AL SHALL HAVE SPACES NOT MORE THAN 1/20 WIDE IN DIRECTION OF 1 FRAMING AND #RAVEL. BLOCKING AS MECHANICAL CHASE \ 1 I I REQUIRED O8 12- x 12" VCT FLOORING. REFER TU ROOM FINISH SCHEDULE. O EXIT SIGNS. REFER TO LIGHTING PLAN. 2 -- —`-- ® (2) RISERS O 6- EACH - 12" AND (1) TREAD O 11" ( I 5, q "PE X GYP. BD. ON 2 1/2 METAL ® 5'8 TYPE X GYP. BA. OVER 6 METAL FURRING WATH 2 1/2" I /y Fin ,;#G, WITH 2 1/2" RIGID INSUL.ATI%N NTH RIGID INSULATION TO R-13, ON INSIDE FACE OF C.M.U. I �� l rti AL;;,ti TO ROOM IN WALL CAVITIES. REFER 10 METAL STAIR. REFER TO SHEET TR-1 FOR TREAD AND HANDRAIL ALSO TO ROOM FINISH SCHEDULE. DETAILS. �21 23 21 5. 5. 5. EXTERIOR CMU WALL.. OR OTHER. SE'E PLANS, 11 FIRE EXTINGUISHER. VERIFY LOCATION WITH FIRE MARSHAL. / ELEVATIONS, AND SECTIONS. " Z1 A34 SCALE: 1 •1 - 1 ROO� CRICKET 17 MEZZ. LEVEL KEY NOTES 3 MEZZANINE LEVEL PLAN SCALE: 1/8" - 1'-0" NO. RDISION oATE DISCLAIMER: JOB NUMBER: SHEET 1�: SHAT NU R: —� - TAYL ♦ Office of William A. Amor, Architect ORP01N ROOF PLAN Architecture N Forensics ■ THIS DRAWING IS AN Education ® INSTRUMENT OF SERVICE AND ROOF DETAILS rj A THE PROPERTY OF AMERICA'S g g W & 6 8th PARKWAY PROJECT MANAGER: ROOF KEY NOTES TIRE COMPANY AND SHALL DAN WAINWRIGHT 2ND FLOOR KEYND FLOOR NOTES�- —"' '�► REMAIN THEIR PROPERTr. 9WILLIAMAAMOR THE USE OF THIS DRAWING TIGARD, OR SHALL BE RESTRICTED TO DRAWN BY: 1'S72SkyIWteDrt�i�e T I RK) THE ORIGINAL SITE FUR NOEL ANASCO FULLERTUN.CA y WHICH IT WAS PREPARED. Fulledon, CA 02831 PUBLICATION THEREOF IS PH: (909) 548-3401 UrAIE: -- PhA&x(714)870.9531 EXPRESSLY LIMITED TO FAX: (909) 627-5425 y �'"1R ov_ SUCH. O :J ���� fP fits, ;. _ r.., ..,, - • r ...r ;t,�.„;. '. 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VRsnc^ .. .., c - �Mff� ,. - -...- .,,...r .,. ........ -+Mrsr!_i.,. w1W''P:...^.¢ r... .::: ,., _, ...-....__xis......r.... _....,.. �",. ..-:,r-.r...KbN1aMM".N'Mlwe+.RwC,7!++r*... """�. .m.•.g.' .'ear a , tk h J Il Yr , lt r4 _a (i. 1 � r , 62 S.F. _ ..- ------ - OCC. LOAD-1 ( 70 S.f. AKIM EXIT WIDTH CALO'S. REQ'D EXIT-1 OCC. LOAD-1 — ° — REO'D _EXIT=1 _ _ _ _ a ON OCC. LOAD-21+2 - .-1 23x0.15-3.5 EXIT NADTH REQ'D. I ! ��� i - i j $ II 559 S.F. (1 PER 300 S.F.) PROVIDED 34" I OCC. _OAD=i REQ'U EXIT-1 EXIT EXIT 2 --_ - - _ - ( I I i I a I P_.� 1.1 s_� � - � _- – – --�--Y� O a I (1 PER 100 SF) _ OCC. LOA - REO'D EXI 1 I S-1 OCCUPANCY --d-1 3,998 S.F. (1 PER 300 S.F.) ` -�J / -r OCC. LOAD-14 EXIT 1 I / \ `.'���\ REQ'D EXIT-1 1,298 S.F. (1 PER 30 SF) I r OCC. LOAD-0 REQ'D EXIT-2 I PROVIDED-2 / EXIT WIDTH CALC'S: EXIT �► 1 / OCC. LOAD-14+7 (FROM MEZZ. LEVEL TIRE RACKING) I I 21X0.15-3.1" EXIT WIDTH REQUIRED 34" WIDTH PROVIDED i REF. N�RTH dog EXIT WIDTH CALC'S. j OCC. LOAD-21+2 24x0.15-3.6 EXIT WIDTH RE D. PROVIDED 34" SCALE: 1/8" - 1'-0" 3 1ST FLOOR EXITING PLAN — 1 2 3 � Y • EXIT WIDTH ® STAIRWAY 131 S.F. (1 PER 300 S.F.) I 3+2X0.15=.75" REQUIRED OCC. LOAD-1 j 36" WIDTH PROVIDED REQ'D EXIT-1 . I I — — V _ -- — Li ji MEZZANINE LEVEL TIRE RACK _ WALK* RATE = 1,95 .- 11 PER OCC. A - 7 - / i I REO'D XI 1 -4 \ EXIT WIIDTH O STAIRWAY 259 S.F. (1 PER 300 S.F.) EXIT STAIRWAY FROM 4X,0.15 =.60 REQUIRED OCC. LOAD-1 MEZZANINE LEVEL 36" WIDTH PROVIDED REQ'D EXIT-1 REF. NORTH I i I SCALE: 1,8" = 1'-0" MEZZANINE LEVEL EXITING PLAN r w��� 1 SPIFFY T111.E: SHEET NUMBER: - DISCLAIMER: J08 NUMBER: Mo nEvoH DATE ORP01 N2ND Office of William A. Amor, Architect THIS DRAWING IS AN IST AND LAN FLOORS At Architecture ■ Forensics O Education ' ® INSTRUMENT OF SERVICE AND Eyi f1NG PLANS U A THE PROPERTY OF A,MER:C^,'S 99 W & 68th PARKWAY PROJECT WAINWRIGHT RC TIRE COMPANY AND S4ALL REM�f�A THE AUSE OIN FTH S DRANING WILLIAM AAMOR� SHALL BE RESTRICTED i0 TIGARD, OR DRAWN BY: . n t NOEL ANASCO - . FULLI;RTON,CACT:=1 R=E THE ORIGINAL SITE FOR 1572Sky�Nn•A►h�e WHICH IT WAS PREPARED. PH: (909) 548-3401 DATE: Fulkwton, CA 82831 PUBLICATION THEREOF IS EXPRESSLY LIMITED TO FAX: (909) 627-5425 ^7 C �Q Ph/ ox(714)A'JOA631 -- SUCH. SC I . wRekr" .. ., • . . ;. :. .. :_ ;,, ,. s,'."' . ,, . .. . ,',-= —•, :.. _ ._ — :' ...�. .�,�„., •. .,. 7r Yrl1 't 1 ` r�1�r7 Ilrtr�l i�llrTr r�rlr�l I1111�1r1 I'TIT r�r�rJTPTl I 3 I 10 11 1.12 No.36 i i ' 111111 lllllll�l11111 111 ll 111111111 . ._, r A •t k' a t4•.. i 4 I GENERAL FINISH >'10TES: 1. C.M.U. BASE COURSE - INTEGRAL COLOR. 2• C.M.U. WATERTABLE COURSE -- INTEGRAL COLOR. 3. C.M.U. MAIN BODY - PAINTED. 4. ALUMINUM STOREFRONT TO BE FACTORY FINISH. I q " D 5. E.I.F.S. - PROVIUE AS NOTED PER COLOR/PAINT NOTES. OD 23 5 Q 30 HIGH ILLUMINATED RED MATERIALS AND INSTALLATION PER PROJECT SPECIFICATION, TO 5 CHANNEL LETTERS MOUNTEQ - 23 - EIFS CORNICE PROVIDE DURABLE, WEATHER RESISTANT WALLFINISH. EIFS CORNICE 17 EIFS CORNICE ON E.I.F.S. (PEACH LIGHT) --*----- A LIGHT" PAINTED "PEACH LIGHT' 5• PAINTED "PEACH LIGHT" EIFS SYSTEM BY OMEGA PRODUCTS INTERNATIONAL AKROFLEX PAINTED *PEACH _� PB. ICC-ES ER 4898 METAL COPING EIFS CORNICE _ -- 26'-0" PAINTED "TEAL" ?6'__p" _ - 6. OVERHEAD DOORS TO HE FACTORY FINISH. SEE DOOR SCJII�DULE• PAINTED PEACH LIGHT" , , T.O. PARAPET . ,. . • ., ., T.O. PARAPET .' - .. � - - 7. 4E FAGTGRY PRIMED - EIFS -PAINTED- ---.--___ _ _ . _ _ � ALL EXPOSED STRUCTUt7AL STEEL TO ' - - _---- -- -- - EIFS PAINTED - -- -- -- - - _.__ _ -- __. "."'-.,,,_- - EIFS kN�l CMU ED PAINTED ON THE JOB SITE.. -_:- . "PEACH UGHT` __ __ _ ____- ------_.___ _ --- -_- ----- --- ,�- PEACH LIGHT �� - - - PAINTED BURGUWDY" FO � _ - LrJ �1D�Lr.11 �'OQ 24" HIGHi ILLUMINATED EIFS ON CMU : 0 S. APPROVED NUMBERS OR ADDRESSES SHALL BE ON BUILDING TO B EIFS ON CMU — , » Nw PAINTED "BURGUF+IDYO _—.._'___.___---�_ --- B.O. COLORED a4ND STREET OR R PLAINLY LEGIBLE FROM ST OAU FRONTING THE PROPERTY. PAINTED "BURGUNDY'O ----- - - -- - --- -- - - RED CHANNEL LETTERS _-: _ - - SPLIT FACE CMU - --- --- ---- - � - _ -.--_ _� _ WALL MOUNTED LET. - - -_ --- - SPLIT FACE CMU ■ - - SEE 23/A3.3 - - ® PAINTED 'WORSTED TAN PAINTED PAINTED PEACH LIGHT" -- 12• 0'• T.O. STOREFRONT 4 GENERAL FINISH NOTES SPLIT FACE CMU— ----+ _ -- OC PAINTED "WGRSTED TAN" _ ---_-_ _- -_- FINISH GRADE LEVEL STEEL LINTEL - ----- - C© PAINTED "WORSTED TAN" ••-�- ALUMINUM STOREFRONT _ "BANNER RED" COLOR PAINT NOTES* OA MANUFACTURER'S STANDARD COLOR TO MATCH OVERHEAD �,0R pOq� -- --- - - I FINISH GRADE LEVE.i. "BANNER RED" O PAINTED "WORSTED TAN - 9EYOND 2'-8" B.O. MULLION INTEGRAL COLOR C.M.U. (SPLIT-FACE OR BURNISHED AS NOTM) TO LATCH 0 -0 WORSTED TAN � _ 0_-011 -- FIN. FLR. FIN. FLR C GRAY SPLIT-FACE C.M.U. PAINTED TO MATCH SPLIT FACE CMU ALUMINUM STOREFRONT STEEL CANOPY W/ ROD O WORSTED TAN INTEGRAL COLOR OLLOW METAL DOOR C� TO MATCH "WORSTED TAN" PAINTED "WORSTED TAN"4C `BANNER RED" COLOR SUPPORT PAINTED "WORSTED TAN" C OD GRAY SPLIT-FACE C.M.U. PAINTED "PEACH LIGHT' EO -PEACH LIGHT" - < E.I.F.S. - INTEGRAL COLOR TO MATCH PAINT C :Xt: 4 T ELEVATION " " 16 w Vl IE ST ELEVATION __ SCALE: 1/8" = 1'-0" "BURGUNDY" EAS _ SCALE: ,;'8 , -0 G METAL COPING - FACTORY PAINTED/FACTORY FINISH - O "TEAS 1.5 SPLIT FACE CMU ID10 4 - UNE OF ROOF BEYOND 5EIFS CORNICE 7 EXPOSED STEEL, PAINTED TO MATCH INTEGRAL COLOR SPLIT-FACE C.M.U. � GPAINTED PEACH ® 5.3 PAINTED "PEACH LIGHT" T F EIFS ON CMU 23�, SPLIT FACE CMU OC " STEEL LINTEL C EIFS ON CMU Q _ 21 24 PAINTED WORSTti'D TAN PAINTED "� TAN" 9 21 f PAINTED "BURGUNDY" PAINTED BURGUNDY" i ' A5. A5.1 s. 5. METAL COPING" 3 COLOR / PAINT NOTES PAINTED TEAL - Ah26,-0" -- - _ -- - - - •• ,• _ _ PAINTED E.I.F.S. OVER STANDARD C.M.U. AT SIGN .....�-_...._ Own,. ATTACHMENT. SEE WAIL SECTION 1 f A5.2 ti :. f .•.• '. :. :• :•_ �' . •s } ,. . ti . . 30" HIGH LETTERS. BY OWNER. PROVIDE ... . . . . . . . . . ELECTRICAL POWER TO SIGN LOCATIONS, EACII 8.0. COLORED BANG --- --- -_=_- - ----�-_ _ _ _.__ _ ___ _:��:=___= r- --- �_ _ �a _.�____-- - SPLIT FACE CMU -- ELEVATION. LINTEL-- - - _- _--- _ _ --- - -_- - -- - -- - PAI NESTED TAN" SYM C PAINTED O*ORSTED TAN• - - - HOLLOW METAL DOOR - 0• _ _ - I TAN -- .O. STOREFRONT � .' - ,. � ;. I PANTED "WORSTED - --- SOLID METAL ,ATE - STEEL CANOPY ---- :• - PA"ITED "WORSTED TAN"<C --- W/ ROD SUPPORT - -'- -- - i C PAINTED "WORSTED TAN" I �- 0 e' B.O. MULLION — I Ow 4 Th 0 L 8 ALUMINUM STOREFRONT 7 EIFS ON CMU L_ TFIPE BOLLARD - - -OVERHEAD SECTIONAL DOOR -J SPLIT FACE CMU PAINT DOOR TO "BANNER RED" COLOR PAINTED "PEACH LIGHT"O 2 PAINTED "WORSTED TAN"� PAINTED "WORSTED TAN" ; C INTEGRAL COLOR MATCH BLDG. CO!_OR 4 TO MATCH "WORSTED TAN"�C BURNISFI CMU ACCENT BANDS SOUTH ELEVATION SCALE: 1/8" = 1'-0" 21 EIFS CORNICE �p O EIFS PAINTED D 5 -PRIX VENEER ARCHED HAND lD �� Q O C PAINTED "PEACH LIGHT" D (--��—��--��--� ' "PEACH LIGHT" 30" HIGH ILLUMINATED 5.4 STEEL AWNING - PAINTED SHUT FACE CMU O EIFS CORNICE O ROOF LINE BEYOND 9 RFD CHANNEL LETTER5 "WORSTED TAF:" 23 21 ' PAINTED PEACH LIGHT' PAINTED "PEACH LIGHT" 2 BUILDING SIGN DETAIL SCALE: 3/16* 1'-0" SPOT FACE CMU -- ` - - - -- --- -- 28' 6" 5.1 At. C PAINTED "WORSTED TAN" -'- - -- T.O. PARAPET _ - - T.O. PARAPET e -� EIFS ON CMFL U F ------- - ---- �-_�-_ ---_ --_-- • . . . _. ____-____------------ -- _..----- PAINTED "BUR ' NDY" -_� -- ------- ----• - - •, . ., • 1 • • • , •. _ • • .i • • •ti • • t Y• �• 011 - _.__..__._.—.—..--___-.—__.+._._._ - ____--.-_�_.____ , • r EJFS ON CMU _-- - -- - - -- ____ _ -------- -- BAND PAINTED "BURGUNDY B.O.8.0. COLORED O ____-__- _.____- ___- '' -- _ --,- t• - i� WALL MOUNTED LIGHT _-- -- EIFS ON CMU _ _-- -- --- -= __ _------- -- .: - _- �_ - -'y 12'_0" M EXPOSED STEEL LINTEL 1 PAINTED PEACH UGHT"a - - -- -� -- --_ - - ' _ _ _ T.O. STOREFRONT -- _�___ E.I.F.S. OVER COMMON C•M•U• E FINISH CAADE LEVEL _ O --- _ _�._ _ �_ STEEL LINTEL -- -- ___ -___ _. PAIMTcD "WORSTED TAN"OC - - E-----SECTIONAL OVERHEAD OOOIt;i PER DOOR SCHEDULL IF• ----- __ OUT FACE CMU �-- -- - - - _d_ - - _.._��..e,._,.� -- - i 2'-8 PERC39ON CMU � I" �T� o INTEGRAL COLOR � I _ _-_ __---__-r___.__---- --_. -__ � - B.O. MULLION - ' • . . - - —_. =� FIN. FLR. * --- � WORSTED TAN _ i --- -- - ------------ - I - - - — - - SPLIT FACE CMU INTEGRAL --- 7- - - - -- - PERCION CMU 10" PERCISION CMU COLOR"WORSTED TAN" BELOW UNDER FALSE STORE- 1 EIFS ON MTL CHANNELS EIFS -PAINTED 2" FALSE STOREFRONT EIFS ON CMLI URNISHED CMU OB RLUMINUM Si0!REFi20NT FRONT INTEGRAL COLOR PAINTED "WORSTED TAN" "PEACH LIGHT" p� SYSTEM "BANNER RED" COLOR SPLIT FACE CMU PAINTED "PEACH LIGHT" ACCENT BAND "BANNER RV COLOR INTEGRALCOLOR 7p TAN■ 4• PAINTED "WORSTED TAN"OC "WORSTED TAN" ��- SCALE: I/8" _ ,'-0" 1 ENLARGED ELEVATiON SCALE: 3/16" = 1'-0" 1 NORTH ELEVATION � - _ -- ►+c�. aEv!sioH DATE DISCLAIMER: JO NUMBER: %IEET TITLE: SHEET NUMBER: EXTERIOR ELEVATIONS PLAN CHECK CORRECTIONS 10/15/07 A Office of William A. Amor, Architect THIS DRAWING IS AN DETAILS Architecture ■ Forensics 6 Education ' ® INSTRUMENT OF SERVICE AND COLOR / PAINT NOTES . �,n AR THE PROPERTY OF AMERICA'S 11462 SW PACIFIC H W1r' PROJECT MANAGER: GENERAL FINISH NOTES -- -- (` ,RE COMPANY AND SHALL DAN WAINWRIGHT REMAIN THEIR PROPERTY. L WILLIAM A AMOR ' THE USE OF THIS DRAWING TI G A R D O R DRAWN BY: n SHALL BE RESTRICTED TO ■ _ —_ •``�—•t•� THE ORIGINAL SITE FOR 1572 Sky**Drive UTIRE WHICH IT WAS PREPARED. • — "— FulMrton, CA 02831 ,� PUBLICATION THEREOF IS PH: (909) 548-3530 0J1�; MA) 14, 2007 -- Phfix(71�!)8709!131 EXPRESSLY LIMITED TO FAX: (909) 627-5425 �oF oma` �6 SUCH. 11 ,.;......,. .. ., ... '• ..::.:.is,; .s.. Ly YCi.. ..� . worl"Oppw ...'r } .�?.w?:� ,.•")OU'�Fi�M"�l' i. � kb�x� ,. 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L : U111 u11i1111 111111118 uUll U1111111i1111u u11 1111�11U i�Uiiu� , Illi 1111111111111111 11111 x1111 u111111- U d t ..r.,. ..-a••n.. _._ -..�- ..,.... ._ f,+.,s•.r ,..ap.•re:..ee. „xp„1y,aA.••,.....vrr � .s•afsMhMo►_. • '�..rL+w r.++rrM�,a +- x _.- ..- .-+r. _ _ _-.- - r.iY..•erMyMfWaY.+.•Y..n..h+lavft-'Ac1.1f M!'�M"�+r....._ r►......w..+.. ,«...•»iY .. ✓aY4-�.., f' Y`MYaTF1AN r.. •/'4- .. .. .. - -. ...3 .,..w+.—.n.•-.Nn.+r!wM+..•.ft•.._.....^.ILGiW1F..wS.Y..... „_s+ii.r+�:t.-+rY�i�Y..wF'. -.. -.:.LL: w.T.'.NQS''lraa�.r...e„�,,,•.r,r a.-s__._. ... . -....r. :.. qF—.�„'-. .•,. ...,.1:. ..bn•.•'.1•' 7: g fi 1 G SECTION KEY NOTES. 23 SEE STRUCTURAL DRAWINGS FOR FOOTING A41D FOUNDATION DESIGN. p, MECHANICAL CQUIPMENT. REFER I- MECHANICAL DRAWINGS. 24 TIRE RACK STEEL FLOOR GRATE. TO BE SUPPLIED ALONG WITH ``J F.R.P. PANELS PER ROOM FINISH SCHEDULE TIRE RACKS. A 5 25 HI-BAY LIGHT FIXTURE PER LIGHTING FIXTURE SCHEDULE. REFER p 506-0' -_-_- _-_ _- TO REFLECTED CEILING PLAN FOR LOCATION DIMENSIONS. VERIFY - ---_�--------------- -- 5• M. 3 C.M.U. WALLY PAINTED -- --- -- - THAT FIRST ROW OF LIGHTS CLEARS OVERHEAD DOORS IN OPEN 23 26'-0• O4 RUBBER BASE POSITION. 5. 5 T.O. 26 SERVICE SINK PER PLUMBING DRAWINGS. MOUNT SUCH THAT RIM _ (MASONRY) — — — __-_ �_ - -__----_ _---�----_--__- �5 OPEN PLENUM A80VE 5ALE5 FLOOR IS AT 36" A.F.F. 26•_0• __ - _ -----_ __- - ------ --- ----- - �A-kAT-- ASONR 27 GYPSUM BOARD CEILING 29 O HOLLOW METAL DOOR. REFER TO DOOR SCHEDULE. 23Y-4w 7 FIRE EXTINGUISHER WITH F.E.C. @ TRENCH DRAIN. REFER TO PLUMBING DRAWINGS. Imo-Nom`-HT O FIRE EXTINGUISHER IDENTIFICATION SIGN O ROOF HATCH. SEE MANUFACTURER'S INFORMATION FOR SIZE AND INSTALLATION INSTRUCTIONS, T.O. ACCENT BAND FIRE ALARM LOCATION O TIME CLOCK _4F". ACCENT BAND I 10 RIGID INSULATION (POLYISOCYANURATE) FOR R-19. 31 OWNER-•SUPPLIED HUMAN RESOURCES INFORMATIONAL POSTERS I I 3 _ 18'-0' y 23 11 B.O. ACCENT BAND 32 U.L CLASS 'A' BUILT-UP ROOF OVER BASE SHEET OVER 5 1/2" 1 -Cr11 n n f 1 1, OPEN WEB STEEL JOIST PER STRUCTURAL DRAWINGS. PAINT '�' �T � I 13 3.'� I Irr- I I I I I I ' ! O RIGID INSULATION (POLYISOCYANUf?ATIr) FOR R-30. 3 i !I 6 I I I I \ (� I I I I SCHERSIDE OF DECK AND JOISTS. REFER TO ROOM FINISH O STEEL BEAM PER STRUCTURAL DRAWINGS - 1J - - - - - - JI Il_ \ - - - -JI L - - - - - - - - - - - - - - - - `� I I I 12 CONCRETE SLAB. SEE STRLICTURAL DRAWINGS. ` I II - II II G STEEL ANGLES OVER D0012 OPENING. SEE STRUCTURAL DRAWINGS, c I I III ; , , I I I I I 13 STEEL ANGLE BRACE PER STRUCTURAL DRAWINGS ��l 33 I I1 �• I I I I Q I I ' O V TIRE RACKS - -- -- - - - -- - - -- _ - - - _ _ =ISI 7 77 1 7-- X 1S H - - - -_ _. _ _ _ iI __ _-- _ _ 10'-0•- 14 CONCRETE APRON, INTEGRAL COLOR (BLACK). REFER TO CIVIL _11111F7 11111.0. oo I I I I I I I I I ` Jzz � - SIZE PLAN OCONCRETE RETAINING WALL - SEE STRUCT. DWGS. I I 24 II II II --- FLOOR ,, PROVIDE WITH Fl RATING PER DOOR I ' I •� M O OVERHEAD SECTIONAL DOOR AAD TRACK 37 COILING DOOR. 0 DE RE NG SERVICE / STOpAGE � � I I SCHEDULE. - ��ANIN A' H 16 CONCRETE OVER STEEL DECK ON FLOOR JOISTS/STEEL BEAMS 3 I I O 03b BLUESKIN WP200 WATERPROOFING (�.R EQUAL) W/ PER STRUCTURAL DRAWINGS PROTECTION BO iRD — l 31 31 C17) 5/8" TYPE 'X' GYP. BD. ON 2 1/2" METAL FURRING WITH 2a9 ! II - I - - _ - - O DRINKING FOI.NTAIN 22 r - I I�- - - �` - I .J I I 4' 1/2" RIGID INSULATION (EXTRUDED POLYSTYRENE) WITH R-13 A4. - II \ _ 11 26 11 O I I I FIN. GRADE CAPABIIJTY IN SPACE BETWEEN FURRING. �� I @ 22 2 Q ] Ica ' I � T T � I i � '•� I I I I I I I SEE CIVIL OWMGS. 1a METAL FRAME WALL PER WALL TYPE LEGEND 8 CMU BLOCKS (R-VALUE OF 5.5) _ i• �_�_ _ _' _ _ _ 1 j BY: Davidson's Masonry, Inc. 2295 Rural Ave SE �--- 2' LL 1g BATT-TYPE SOUND INSULATION IN WALL CAVITY PO Box 12394 \ 1 . B.O. WA Salem, Oregon 30 I I �' 39 I = I I I I TABLE COURSE 97309-0394 I O ACOUSTICAL CEILING TILE SET IN SUSPENDED CEILING. REFER 14 I I 28 7• T\*. I 11 I 8 I I / I I -! I_r 3a Y w TO ROOM FINISH SCHEDULE. X12' FURRING (6 GOON D�ONED_ARFAk. - 0 -0 C20 EXHAUST Fkw PER MECHANICAL DRAWINGS Il ill``- II=• ' 2 1/2 RIGID INSULATION (R-VALUE OF 13) N• " ° _ _ .I FOUNDATION IL 13 -IL - DRAIN AS RECD. O INSULATED GLAZING SET IN ALUMINUM FRAME WITH THERMAL SY: JOHNS-MANVILLE (OR APPROVED EQ.) I=1 I 1-1 L=-III - - =1T--1.17- 1-1I .,__ _ BREAK FACED INSUL SHIELD. FSK-2S (LL 181 COMPLIANCE) 23 - X11 23 ` 1(800) 654-3103 I 3 BUILDING SECTION _ SCALE: 1/4" - ,'-ON 6 KEY NOTES � 2, s. (D 50'-0' ---- — 1 0 5 — _ - --------_-_ -- .__ ------- ------ - 32 25'-4' -- 23 26'-0" _ -- O. PARAPET\fF '_0• n - — - - _- _ ---- - -- _ _ —�.� A AP —_ — -- -- -- (MASONRY) .PI1A�ET21 �` / (MASONRY) 11 (MASONRY) BEARING HT VOST BEARING H / �. . w 20 -8 33 3 I . ACCENT BAND'-.r I \ /7N f.0. ACCENT BAND7 I r 4T.O. A ASI 17 0 r I Yw I I' }-� U I B.O. ACCENT BAND I I iB.O. A ST 1 , �- 5 I o °� I I \ II \� s ! 201 a �` I \� ! � �.� I 202 � 0 '- • -- --� 12 0 v I \� u I � _: rt B.O. STEEL 20_037MOE RSALES LAY 2 M ANIN HT \ .�.,� _`.�.- _ H 27 2 -sem . 101 3�- . IN a / \` 34 COMPRESS TIRE ROOM I I SEE GRADE WGS. A4.1 I - 6 113 „ 1a C6 , 9 / \ LF,0-1 ' 7.1 22 22 Q o 104 19 19 T O ,• 7 3 _ I B. 2 AL MINES � � WON � 12 011� T � 17 a �: I D'-0' ��• "=Y y: -- ------— - L — -- 0'_ +- -�`. FOUNDATION 0�'"0w --F-FI --"TIF FIN.-TUC - N. _ --- --,� DRAIN AS READ. ,. _ �:_•�•__ � —. _. _ ISI=III�I_I -1�I�IIjrjU= 7-1,12iiJ1 =���1 I LhI 12 217=7 . II = 1-1 I IIc _ 23 -I I I�-l<I_ i I•,/ 1 I T~ 3 -REFER TO DTL 21 / A7.2 FOR REFER TO DETAILS 5, 9, 13 / A7.1 -In RESTRCOM ELEVATIONS FOR OFFICE ELEVATIONS SCALE: 1/4" 1� 5 PARTIAL BUILDING SECTION SCALE: 1/4" = 1'-0~ 2 , BUILDING SECTION _ �-- I ^- DISCLAIMER: JOB NUMBER. SHEV TrnE: SWEET WkW: N� REVISION DA's ORP01 N 6 IILDI�TG sEcnoks Office of William A. Amor, Architect THIS DRAWING IS AN —-- — Architecture 6 Forensics ■ Education ® !NSTRUMENT OF SERVICE AND DE,AILS THE PROPERTY OF AMERICA'S 99 W 6 68th PARKWAY F`RPAN MANAGER: KEY NOTES TIRE COMPANY AND SHALL [SAN WAINWRIGHT REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TIGARD OR DRAWN BY: SHALL BE RESTRICTED TO ■ THE OPIG!";AL SITE FOR -- — — 1572Sky**DiNe LT I WHICH IT WAS PREPARED.Fullerton, CA 02831R__.K11 PUBLICATION THEREOI IS FAX: ((909)909) 5627 35425 Q ----- — --- PhAYx(714)870-0531 EXPRESSLY LIMITED TO �.� D g 1 _j SUCH. Mir 'a Jr._..*,: Hy,. !v_. v .. .,a ,,.,. :. .• .. -- .. � ....� ,,,,.-;,,,•' A�� � � l 7 t t r s , • i �-, _ - ... 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':..rti,•+wws':aytlll�+•►v+sw•,..nulrc'a�•we.roww-•L.,m.w:a ,.s.•+' � �-' . . s. ,rat'^ a , . 4 A 21 1 23 � Si 5. 21 5. 26'-0" 6' 0" I I (MA � I 20'-8` I ► i 7 7 T0. AN I BAND i r — ,r _ , / I / , - ►I 5 / ; - IL _ 15 E72ANINE IF1 DPP. 11 - " 6. HAND �\ �, i - \ �� ,•! ---B--�1 f SALE Y Opp. COMPRE STORAGE ! _ _ _ SSOR T1 E HAND I ._ �.. - � � _- - - _ \ 110 L1111",'i. t. a"f y.. < •'4 �'' _.a.s. .a _ —.r\ r ' `t' 1 �I � _ ►--u i I I I I -I i �-- �;IT I :,, 1 ►',1�1--ii 1 1=- ' �1�1�1�1-(�;.,1�,;-1 i1_i' 2 :�i�i _ __ ' 22 BUILDING SECTION SCALE: 4" � '- " 1/ 1 0 5 13 p A �� O1 SEE STRUCTURAL DRAWINGS FOR FOOTING AND FOUNDATION DESIGN. -60 23 5 - - 24 0 9 ' 0 CONCRETE SLAB. SEE STRUCTURAL DRAWINGS T.O. - -- 5 23 (T.O. CORM --_- __._-.__ A5,1 3 ROOF ."-ST. SEE STRUCTURAL DRAWINGS. i 5. 0 ( Q4 STEEL BEAM. SEE STRUCTURAL DRAWINGS. (MASONRY) +14F -T.O. PAR '" R-- - — - - __��_ __ 26 O SA _ __ --_------- OS 2" CONC ON 1 1/2- STEEL. DECK. SEE STRUCTURAL DRAWINGS. L'~1 6 3'-4" L-�•-� - I (MASONR`t7 6 SLOPED ETURALT-UP ROOF ON ROOF JOISTS AND 10" STEEL JOISTS. SEE I STRUCTURAL DRAWINGS. • 7� TiRE RACKS t • s • • 10" CONTINUOUS TRACK, SLOPED TO MATCH ROOT JOISTS, WITH ANCHOR T.O. A 0 \ AM 2U'-B" 1 _ ( BOLTS. SEE STRUCTURAL DRAWINGS. -�fi2,. A AWS 6 0 � :; O TIRE CONVEYOR 10 _ .. 8.0. ACCENT 0 4 (D 18,-Ow I 10 EXTENDED TIRE STORAGE AREA, BEYOND B.O. ACCENT qAW 11 STEED. BEAM SUPPORTING TIRE RACKS. SEE STRUCIURAL DRAWINGS. 12 OPEN PLENUM ABOVE SALES FLOOR I i 0 13 I 13 C.M.U. WALL, PAINTED 1 0 a HOLLOW METAL DOOR, REFER TO DOOR SCHEDULE. 15 COILING DOOR PER 'JUOR SCHEDULE { ' I 0 I i _ 100 7 16 C.M.U. WALL, UNPA,NTED •_ � 4 1 ( 5 0 5 I 17 ELECTRICAL SWITCHWAR CABINET - SEE ELECTRICAL DWGS. MEZZANINEH - 0 - -- -- - .... ----- -0 MEZ7.. - i -- t06H `� � 18 6" BOLLARD - PAINTED "WORSTED TAN" �E DETAIL 8/A2.1 o I � C 14 FINISH GRADE I Q Q / -`- _: % -- -_ - SEE ate' DWGS 11 �- - 19 (cu EQUAL) 0 ALL RETRAININGF1NG BUILD NG MEMBRANE WALLS AND FOOTINGS. 15 —=i 4• COMPRESSOR R D TiRE STORAGE 110 I SYNA 1 1 ROOM O EXHAUST FAN - SEE MECHANICAL DWGS. ROOF HATCH - SEE ROOF PLAN FOR LOCATION ----r i 0 — — 14 - I 13 ------ 23 FOUNDATION DRAIN PIPE - TiE INTO STORM DRAIN SEE G1IIL DMK�S. / ( 23 \ �- I I 23 CONCRETE RETAINING WALL - SEE STR T. _` �----- •. I _.. I I I I O UC OWLS. FIN. FLR. _—�--_ I — _ 0•_O" �I f_ N. 1 1 I i I L�I I 1=-1 11=U I= I_I= I��[I I:-j j-- 11 --i-j _,I; ��` I'��Lili�iriL� =-�=i•i ��;��?=1!I— ' �---- ' - 1 21 BUILDING SECTION SCALL: 1/4 lo-O" 9 BUILDING SECTION SCALE: 1/4" at 1'-0" 3 KEY NOTES NO REVISION DATE r " ,... DISCLAIMER: JOB NUMBER: SHEET TULL- SHEV NUMBIM: _ ^— ♦ � Unice o! William A. 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"' :s s! _••+.,.....ws.. ._.rrm •:•+i!•e_•+'A.r..,,••Mw,.wur.ninr..,,.,..,..o:n.•...-..RM.w,,,.::r !a '• r�'9•,. .,:iJh,x.gn►noM X.^>C..C' Icc.1r..•r w..',I.+JJ!.;•,1CrIRi.+Ye611 .'1.a: _ I..a.iwYy#L,r .J.,. :'9M;."6..IYw-_'"rv*. S-.,iL..r.•,....w...,. :`y1q•4 n. y...= !•.i^, ' .^."' ..ar ,...,..- .,,,,yi......r._ .. ,...__'+=L' ".,r••.a:.rsw•W-aµ:..rm,,,:- ...._ .{,.,,�M••rr' .. ,.... , s�w-..- ;:c. .+m..: ,.!w+•f4^MGCMm.rA,,.,, r. ,y.•:sa.,..r?�•.R;1et^ i. N,, u' Y f ,� y lq , y G: te. CONTINUE ROOF OD CONTINUE ROOF [� 24DMEMBRANE UP 74 MEMBRANE UP _ --CONTINUE ROOF MEMBRANE PARAPET WALL AND A6.1 PARAPET WAIS. AND UP PARAPET iIV<dl AND WRAP UNDER METAL .__. WRAP UNDER METAL j A6.1 WRAP UNDER METAL CAP CAP -` �"� '-' -� -'1 CAP -- ��--- -- -- --� —� _� __---� jk 26r_.p" - 6._ " - s._ " .�. .� r— ----- — 6r-_0' — -- -- , A AAPET - --_= - ,1:7�.�4RAPE - fid.PARAPET ET - T.O. P r _. - ' 1 -- -+-P- 0 (MASONRY) (MASONW.n. (MASONRY) �� (MASONRY) T :. (MASONRY) .0 ' I (MASONRY) ! I ( 24 I 24 - I . � LoNTINUE ROOF I / EMBRANE UP 24 A6.1 CONTINUE ROOF M BRANE 6.1 I '� WALL AND WRAP UNirERT 24 A6• - -- CONTIN IE ROrjF MEMBRAN UP PARAPET WALL AND _ A6 UP PARAPET WALL AND WRAP UNDER METAL CAP METAL CAP WRAP UNDER METAL CAP 8"x8`x16" SPLIT--FACE C.M.U. mpg < PAINTED 1 - _ J�IS BEARINGHT --- ��WA NO Ham. 8"x80x16" SPLIT-FACE C.M.U. 8"x8`x16" SPLIT-FACE C.M.U. -10" CONTINUOUS TRACK, (UPPER END) - PAINTED - PAINTED (UPPER END) 8`x8"w16" SPLIT-FACE SI ED TO MATCH ROOF C.M.U. - PAINTED JM-. -, WITH ANCHOR BOLTS. SEE STRUCTURAL DRAVNuGS 21'-4` 8`x8"x16" SPOT--FACE C.M.U. 21'-4' J 1 1`�EA�6N�F 1 H _- _ 8`x8"x16" SPOT-FACE C.M.U. - PAINTED JOIST- fEA NNC HEIGHT- _ _ (LOWER END) - PAINTED ' HT- -SYEEL BEAM PER STRUCTURAL (LOWER END) �• - � ANG HEIGHT -------. (LOWER END) 4RANANGS -TD - - .0. AC AN �- E.I.F.S. ACCENT BAND OVER r " 20'-8"---- --____-- 20'-8' _ . ACCENT BAND A';OEPT-9ANb --_ T.O. ACCENT BAND C.M.U. ACNI�BA:V T.O. ACCENT BAND O r_ E.I.F.S. ACCENT BAND -- - E.I.F.S. MOUNTED ON _ -^ I OVER C.M.U. -- E.LF.S, ON C.M.U., I ATTACHMENT PER G.S.N., OVER Fl01 �SH� C.M.U. PAINT WALL MOUNTED SIGN, - 8"x8"x16" C.M.U. - REFER TO BEYOND _ - BUILDING ELEVATIONS. _ - -- _ E.I.F.S. MOUNTED ON ' A ANDY A -��- r - - 8"x8"x16" COMMON C.M.U. 18'-0" T BAND FINISH t COMMON C.M.U. PAINT B.O.AO TIRE RACKS. SEE FLOOR PLAN R S/gr ?E .X. .77 13/A-3.4 AND SHEET A8. 18 _p 1 .-p" r " -- ---.-_--- GYP. BD. ON - - -- B-.0.�CCEN -RAND 2 1/2" METAL B.O. ACCENT BAND ACCENT BAND FURRING HATH Y' " 5 8" TYPE 'X' E.I.F.S. ON C.M.U.. 2 1/2 RIGID / ' ATTACHMENT PER Gol, .S.N., i ' - INSULATION GYP. BD. ON OVER 8"x8"x16" C.M.U. 0 . (EXTRUDED 2 1/2" METAL ` - REFER TO BUILDING ---- POLYSTYRENE) FURRING WITH 1, l ELEVATIONS. 2 1/?. RIGID WITH R-13 INSULATION ' CAPABILITY IN - ' 3/4" REVEAL SEE -- WALL (EXTRUDED 8'x8 x16 SPOT-FACE C.M.U. ELEVATIONS FOR " f REFER CAVITIEALSO �S. mY'R POLYSTYRENE) LOCATIONS. 8x8 x16 SPOT-FACE C.M.U. O —� - PAINTED PAINTED } TO ROOM CAPABILITY IN ' WALL 10 8'x8`x16" S'PUT-FACE C.M.U. A"x8"x16" SPLIT-FACE C.M.U. JI SCHEDULE. CAVITIES. PAINTED -- - PAINTED +.> REFER ALSO . 1Z TO ROOM .1001 O FINISH •1 SCHEDULE. ol , 00 14'-0" O FILL VOID NTH -- T.O. STEEL ` BATT-TYPE INSULATION - CONCRE',c OVER STEEL DECK " E.I.F.S. ON C.M.U. 8"x8"x16" SPOT-FACE C.M.U. _ STEEL LJ�iTEL / PAINTED ATTACHMENT C.M.U. STEEL LINTEL - PAINTED :�.:'. SUSPENDED I STRUCTURAL DRAWINGS. ON FLOOR JOIST'S STEEL ATTACHMENT PER G.S.N., _ p�N�p PAINTED. SEE BEAMS PER STRUCTURAL OVER 8"x8"x16" C.M.U. - O v v v v v v DRAWING$ REFER TO @UILDING CEILING GRID AN `, v v v v v v - ELEVATIONS. ' vvvvvv• .' v..vvv vvvv� - . " - ---- �.+ 8. L M IN B.O. STEEL c HEIGHT FLOOR � -- r IL B.O. S L FINISHED GRADE - REFER 3/4" REVEAL - SEE 8"x8"x16" SPLIT-FACE C.M.U. TO CIVIL DWGS. -' ELEVATIONS FOR ' PAINTED LOCATIONS. - f , , - INSULATED GLAZING UNIT" STEEL BEAM PER STRUCTURAL IN ALUMINUM FRAME DRAWINGS - I - SECTIONAL DOOR TRACK-7 I I 1110 8" BURNISHED C.M.U. _- I ACCENT BAND ALIGNED � 8" BURNISHED C.M.U. III III+ WITH FACE OF E.I.F.S. NOTE - -- ACCENT BAND ALIGNED ACCENT BAND IS ALIGNED � WITH E.I.F.S. ONLY AT THE � WITH FACE OF E.I.F.S. t'14IE.; E.I.F.S. AND IS ALIGNED { ACCENT BAND IS ALIGNED WITH THE C.M.U, OTHERYISE. WITH E.I.F.S. ONLY AT TIIE - 6" FURRING ! f E.I.F.S. AND IS ALIGNED ) AT HALL FOR I I I WITH THE C.M.U. OTHERWISE. ELECTRICAL CONCRETE RETAINING WALL PANELS 2•_g• gk- SEE STRUCT. DWGS• 2'_8" 2'-g" - - 2'-So --- WA y 1.rVrJR..l�t�� WA A CWS r. re D.�MVLLI CONCRETE RETAINING WALL aB.O. ACC N BAN 1' p " � �,,.� ERUCT. DWGS. I MET GFR ON 6 _I METAL FRAMING 8"x8"x16" SPLIT-FACE 8"x8"x16" SPLIT-FACE C.M.U. WITH 2 1/2" - I C.M.U. INTEGRAL, INTEGRAL COLOR RIGID INSULATION - BLUESKIN WP200 =1 I I COLOR v WATERPROOFING _-I POLYSTYRENE) IN I MENBRANE (OR EQUAL) W/ ��' SEE 6' PIPE BOLLARD WALL CAVITY. 5 STRUCTURAL 21-0" FINISH PER ROOM PROTECTION BOARD AS -- SEE DLT. #8/A2.1- a DRAWINGS FOR 0'- " I REQO. ----I I I FOOTING AND " N. FINISH scHEouLE. • I I ( FOUNDATION 0'-0' _ 0 -0 of-on / . F1 DESIGN. tt i. Lam. N. IN. - y L. I f _ _ a FOUNDATION DRAIN -REFl:R a I TO SOILS REPORT.---, -I FOR RECOMMENDATION -t I I I I I I Ell4 � - ,• I >a.� — — — — — — .., — -- - _ _ __ S I _, SEE sI .- ;� SEE .... _ ( I STRUCTURAL cr a d _ STRUCTURAL I I -- --- I I -II -III- ( a - •� I I (-- DRAWINGS FOR - - -- I I -I I I i DRAWINGS FOR v [� SEE STRUCTURAL 01 AND I - -- -'I I I` I I--- FOOTING AND - FOOTING I I I I- -- F ;h III DRAWINGS FOR FOOTING I ---I I -- -- - -- I III -- __ ___� FOUNDATION _-_ S(;E STRUCTURAL~ DRAWINGS FOUNDATION -_-FOOTING EANDT FOUND.\TION DESIGN F� { -_ I I FOR FOOTING AND FOUNDATION DESIGN. I I I-- I I I , AND FOUNDATION DESIGN. I y i I I ---III III III III--III DESIGN. I_ DESIGN. 21 A53-26FT SCALE:3/4" V-0 17A -- FTnaftVwww� :3 4" " " eV-01" .� " e 1'-0" 1 A53-26FT -' SO. ALE:3/40 1'-0" 1 -0 � 1 - 9A53-2.8FT SCALE:3 4 1 -0 5A53-?.BFT SCALE:3 4 _ �'` 7 ALLS'r`."C6"1' I0N 1 WALL SECTION 9 WALL SECTION 5 WALL SECTION 1 WALL SECTION �1 WALE SE�,TION 1 W 3 NO. REVISION s_ DATE DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER: ♦ . Office of William A. Amor, Architect 0RP01N WALL SECTIONS THIS DRAWING IS AN DETAILS - — - --- Architecture ■ Forensics • Education ® INSTRUMENT OF SERVILE AND THE PROPERTY OF AMERICA'S 99 W b 8th PARKWAY PROJECT MANAGER: TIRE COMPANY AND SHALL DAN WAINWRIGHT REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TIGARD� OR DRAWN BY: SHALL BE RESTRICTED TO -- -- — -- THE ORIGINAL. SITE FOR NOEL ANASCO 1572S4*wD" TIRE ) WHICH IT WAS PRI PARED. -!- -- -- Fullerton, CA 9'1831 PUBLICATION THEREOF IS PH: (909) 5 27-541 ql�; f hAvx(714)670.9531 EXPRESSLY LIMITED TO FAX: (909) 627-5425 .31 O 59 _. SUCH. i .1OR (, i 110 f TTIq III r1 r III I1 I rI r r� ~ ca 1_ I ' ZI 1 9 I 10 11 I .. �12 No.36 -lllllllllllllll Il1llllll 111.��I1 Wl��lll ul I��uu� ulu �� � �� �.���u il� ,, litll.uitli� u�u�.,�uu ;►� ,. . W � v, ��� -• pw .nwwta^wwvw al" ,s+r•rws a.,rn..n.w•.w,.».a+..... 4 r,- �"r!. ._.u•w-r.:.•- .._. ..,:a::r ae�.• u..� .arw...-u.. wllrb�ilMru.•••ust.rrto®tw - u,:: .r•.'R,..q'-,.r.w.,.-.+-w....n .s.-. -r•-e r--'^ .-. ,•+s�•. .. .- . - .-..r ,.y�w.1..+,.n.- sw.+wtL -.. .. :.. mow• •..-n.. iw.' ..Iq+Rrac.r me Y.c:..4C. .,+r....Nn».... !.:!1"s..kh,e-r•.5.,eNc..4.w. r.. r .. N+".m .n.. ,,. _..... - ... ...... :.!'�r -✓,R:.;t.L.'�1 ...+fyI1M41ii''t:.rtiL`.'sICVi+. sWMi'Ir1r..aYYc'wHY.LMa'HM1M.:A'Y,"fY.'1}M '.fall .,.Y:..•fle'!IV"dIM. J J i� t f 7. is x "w ii 8x8x16 SPLIT FACE BLOCK A CA" PAINTED � UP j 1►ITL. PUSHING � ` �•• •' �- 3" O%ER STL. BEAM 6" A.F.F. FLANGE -- T.O. —_ . 1 1/2- METAL DECK SLOPE TO _- -�- DRAII I 24 STL ANGLE SEE - -) STRUCT. I �•1 0 T I SEE STRUCT. FOR 'C' -f� E.I.F.S. OVER PLYWD. ON METAL CHANNEL CONNECTION �> ��- FRAMED CORNICE O TO LINTEL BEAM -1 I I `J >w BECK/GUTTER 6•_ SUPPORT CHANNEL . ` ANDY — CANOPY CANOPY 26-OF�i --- _J { CHANNEL BEYOND -' WALL-MOUNTED SI(A. MOUNTED (MASONRY) 1XION E.I.F.S. OVER PLYWD. ON -- - METAL STUD FRAMING ON I " " STANDARD C.M.U, E SCALE 1 1/2 1 –0 i I f B"x8"X16" SPLIT-FACE C.M.U. 12 CANOPY AT LINTEL I , -- - PAINTED _ I • » -�-' STEEL SUPPORT CABLE I J 23-4 IN H . W POLISHED FINISH SEE STRUCT. FOR GUAGE SEE STRUCTURAL DWGS. E.I.F.S. ON C.M.U.. .-d WELD STL. EYE BOLT TO ATTACH STL STUDS TO ATTACHMENT PER G.S.N., TO CHANNEL CMU WALL OVER 8"x8"x16" C.M.U.RUER TO - 1 FABRICATED MTL 40 ELEVATIONS. \ GUTTER = 10 STL. ANGLE "cE •4 �; STRUCT. BRICK VENEER IN THIN SET MORTAR OVER PLYWD. SHEATHING -- — �- Gj OVER METAL STUD FRAMED ARCH. DECK / GUTTER 8" _ SUPPORT CHANNEL - CANOPY DRAIN - PIPE AT E�►.. n END --"� E.I.F.S. OVER PLYWD. SHEATHING OVER METAL STUD FRAMED POP-OUT 4'-0" • 1 1 " = 11-010 STL CHANNEL AWNING W I I SCALE. 2 —� - - - - - TWO EQ. SPACED INTERMEDIATE 11 CANOPY GUTTER CHANNELS PRECISION CMU WHERE SEE STRUCT. DWG's FOR c NOT EXPOSED ANCHOR PLATE TO C.M.U. \ - C.M.U. CONNECTION N SEE STRUCTURAL DWG'S STEEL SUPPORT CABLE J - --- ` _- — - ffl� Gnaw GALVANIZED FLASHING 1S' �. AWNING - STEEL LINTEL - SEE STRUCT. -� _11AIN I CORRIGATED METAL DECK 12 TERMINA'�' E.LF.S. O 6" E SLOPE TO DRAIN .4 MIN. CLR. ABOVE FINISH FABRICATED METAL GRADE TYPICAL - I / GUTS E.I.F.S. ON 2"MTL. 11 CHANNEL ATTACHED TO - PRECISION CMU ----` \ FINISH GRADE SEE CIVIL DWGS. 5.4 I STEEL 1 '-4" A.F.F._T S'-4" ANGLE AL STAR- T I o PII I �• I I N N --I . ----- - -- J as STEEL CHANNEL I .. CANNOPY 8 BURNISHED C.M.U. ; ,,r---4- - - - - -- E.I.F.S. ON PLYWOOD SHEATHING ACCENT BAND ALIGNED I I ----- I I I-- . • I --- —�' SCALE:3/4" � 1'-0" OVER METAL STUD FRAMED WITH FACE OF E.I.F.S. I "4 POP OUT OVER 8x8x16 STANDARD ACCENT BAND IS ALIGNED j _� aJ79CANOPY SECTION CMU jk- - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - I J " B.08WA I - - - !- ,- -•r - - - - r - - - T- - - - -T -- - i- - -T - - - r - - - - - - - ( " 2" FALSESIOREFRONT ° " E.I.F.S. ON 2 METAL CHANNELS " BLUESKIN WP200 WATERPROOFING J SYSTEM - PAINTED BANNER ! MEMBRANE W PROTECTION RED / 8x8x18 STANDARD C.M.U.BOARD AS READ. SEE l I 4b ATTACH ATTACH MTL. CHANNELS i _ i - FOR FOUNDATION TYPALL SECTION E A5 3 E \ \� .Ir PILASTER FOOTING J ° " TO CMU SEE STRUCT. + AT THIS WALL —' ON. O" a -. .� FACE OF C�.01� --- SEE STRUCTURAL DWGS. I ° SHIM AS REQUIRED FALSE STOREFRONT OVER SHIM STEEL BEAM LINTEL �__ W/ SEALANT ON 10"x8"x16" - _ " ° " PRECISION CMU OVER 'WINDOW � - - _ -- _ — _ _ _ 0 0 - ___.__ I I 3/8 SEALANT ----•--� SEE STRUCT. DWG'S CORRIGATED METAL DECK GIVER STEEL ANGLES I NOTE SEE: CIVIL DWGS FOR I , 12 -4" SLOPE TO DRAIN READ. FOUNDATION — -i T.O.FALSE STOREFR NT j '�'� DRAINAGE a •_,�" STEEL 24" 'C' CHANNEL - -- -- -- — - — �' 1 -- - A.F.F. — CANOPY / �--- -- --°Q -�- — " , cF _ ;ALSE STOREFRONT / -dr- — ��-- _ I 2 FAL,.. STOREI•RONT WINDOW PAINT CANOPY AND DECKING ^ " "� ° �°.- ---a - I SYSTEM -- INSTALL PER FABRICATED NTL. GUTTER W/ - DRAIN O EA. END "WORSTED TAM" `J _ MFG. RECOMENDATIONS - 10" PRECISION CMU INTEGRAL 20'-0" I (� I COLOR "WORSTED TAN" UNDER --�� FALSE STOREFRONT SYSTEM - dCIA�. : I/Z" . I'-O" SCALE 40 . 1 0 CALF: 3"=1'-0" " . SCALE:1/2' SCALE-.3 1 -0 cl CANOPY PLAN Al3 WALL SECTION (79FALSE STOREFRONT HEAL' J)WALL SECTION 1 WALL SECTION NO. REVISION DATE a_ DISCLAIMER JOB NUMBER:— SHEET � SHEET : it ♦ Office of William A. Amor, Architect THIS DRAWING IS AN c_IRPOIN WALL SECTIONS Architecture • Forensics W Education ® INSTRUMENT OF SERVICE AND DETAILS - — THE PROPERTY OF AMERICA'S 99 W & 66th PARKWAY PROJECT MANAGER: TIRE COMPANY AND SHALL DAN '4""INWRIGH1 — REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TIOARD, OR DWWN BY: SHALL BE RESTRICTED TO — —_— -- ��T— THE ORIGINAL SITE FOR NOEL ANASCO T I_— +-- 1572SkyMneQrhb WHICH IT WAS PREPARED. PH: (.409) 548-3401 Fullerton, CA 02831 PUBLICATION THEREOF- IS DATE: -- — PhAsu,(714)6740531 EXPRESSLY LIMITED TO FAX: (909) 627-5425 r� Q SUCH. 3� 0 7 ISI . ta.._ Y":aran� :.,.„„.,Yn•, - gwt..;.. .r��;*,.:.1Mrdf �;.. "►�; ;:'.+..'",'_.•1. t. •. .. - .pe,�.....7,„•,. .r+wFsvm*--�►^^- ., ... .'_ :.. .,. 'd.�i�. ..r Thr (T :��.•►Jj 1 .rr ,�. -r :r ��1 .�� ��� .T�r �� r j N , r l 1 1 � I"` ' r e ��ol � 11r1 1i I .i X12 1 �1 1 1 fill "111 111 �I�hill t lllil llJllll e e ll�l UllllullJlllJll lllllllll A • _ .!!!!i I( Will 1111 1!111 �; .d r rd kv,k.- w..,.w,.wws.rtw>Kns...+w�+«,..,,.w.n.-.r+weww.w!e...•:..-.x'w'-+eia.weR�rtlur.:. «..w., iw....:a.-++s.Mp•. ._ - - - +14. .. ...... _ «.:a..,...•,+r..,:ti..,,,u..,..._ - .-. w ..•- 'mr-,.:-arm7e: _... ..: -.., ..a'4r'-,-' - ,,. �i.. .i.:, np.e.yr:: �WdsArt-.a::b.Drn�aai+wry , .1 _.. - wr_ rf ,.�•. r.4YC:pn.RLu.:fa6rNlY0ew.r.' ,,,....n,..,. .,,r,R+r+r..;:s .A. '.. n+.fra.d4...,.>t.'••'Tca. .. C.. .+1:CIL+; .:a.1Yts�.Y.a�4.'•'..1KIV.NOi11mtlAI•NYis.i/MMw!%,i«.,_.7ki, !+•u M..^.MWl4.e.ar.- - IY.M.M.i.w...� .., '^ H'C:Y;..!-'••.•w.aatMrw..«S'r.nr.... �....- -. _. .- µ �.-+'n"''M' �• `off,". i:. L r. °i. - ----- 2x TOP PLATE RIPPED TO MATCH WIDTH OF MASONRY WAIL WITH HILT1 5/8" TYPE 'X' GYP. BD. ON 2 1/2" METAL FACE OF MASONRY BEYOND, X-DNI PINS AT 24" O.C. INTO TOP OF FULLY-GROUTED WALL BOND BEAM. - FILL VOID WITH FURRING WITH 2 1/2" RIGID INSULATION EDGE OF CONCRETE SLAB l BATT-TYPE INSULATION EXTRUDED POLYSTYRENE WITH R-13 EXTERIOR CMU - GROUT ALL CELLS -- CONTINUOUS METAL COPING OVER ROOF MEMBRANE. SEE ELEVATIONS FOR FINISH. ( ) METAL FRAMING CAPABILITY IN WALL CAVITIES. REFER ALSO TO SOLID AT JAMBS. 0 x 2 1 (2) #l10 SCREWS AT EACH CONNECTION `�_� BEHIND LINTE! ROOM FINISH SCHEDULE. —STRUCTURAL GRID. --- SEALANT, CONT. 14'-O" SEE FLOOR PLAN. SCREWS _~ FILL VOID WITH CAULK T•0. STEEL _ DOOR - SEE SCHEDULE -. '; •: - ,n T.O. PARAPET (MASONRY) --- � FLASHING (PAINT TO MATCH BEAM) ALUM. CLOSER PANEL, TO MATCH ALUM. STOREFRONT • �� 12'•- � WITH SEALANT. +. 400T200-33 STEEL TRACK AT 48 O.C. CUT FLANGES AND SCREW WEB TAB TO 4A T.O. STOREFRON --- -+ 1 WOOD PLATE WITH (2) #i10 x 2 1/2 SCREWS. SUSPENDED CEILING GRID AND TIl.EN _ ALUMINUM STOREFROI ` - SET BELOW TOP OF ALUMINUM - • Z 3/4" PLYWOOD SHEATHING. ORIENT 'STRONG' DIRECTION OF PLYWOOD PARALLEL TO HEAD WITH HEAD r� STOREFRONT HEAD. N a ` o ? THE WAIL, TO SPAN BETWEEN FRAMING MEMBERS. RECEPTOR - STEEL LINTEL - REFER TO n HOLLOW METAL FRAME W/ (3) u 400T200-33 STEEL TRACKS AT 48" C.C. CUT BOTTOM FLANGES AND SCREW WEB � CENTERLINE OF COLUMN. TAB TO STEEL LEDGER WITH (2) 010 SCREWS. GYP. BD. SOFFIT _\ STRUCTURAL DRAWINGS. i<- --�� MASONRY TYPE ANCHORS PERIMETER _ 12'-Q" I „ REFER TO STRUCTURAL DRAMMISS. _ PER JAMB - GROUT SOLID. B.O. STEEL ----_� E LF.S. OVER 1/2' EXTERIOR PLY1M000 SHEATHING ON METAL FRAMING SUSPENDED CEILING GRID 0 I NINDOW MULLION LOCATION O AND TILE SET BELOW WELD METAL ANGLE CUPS AS REQ'D. TO I I I I CORNER CONDITION. CONTINUOUS 400T150-33 STEEL TRACK WITH NESTED 4" STEEL STUD TO FORM 80X - � -- TOP OF ALUMINUM :' ;• 1'-4" LEDGER. ATTACH TRACK TO MASONRY WALL WITH HILT) X-DNI PINS AT 24" O.C. STOREFRONT HEAD. 16 BOTTOM FLANGE OF BEAM. ATTACH SEE FLOOR PLAN. CONTINUOUS ALUMINUM BREAK METAL AND BIND LEDGER MEMBERS WITH /10 SCREWS AT 12 O.C., TOP AND BOTTGirI. 4 A6.1 TRACK TO METAL CUPS AND INSTALL INTERIOR I p I I t1Q : INSTALL ALUM STOREFRONT -- SEALANT. CONT. STOREFRON i BEAD AS SUP-CONNECTION PER MFR-'S INSTRUCTIONS. INCLUDING INTERIOR � IN OR 4 37/64w EXTERIOR _ TO TRACK. ATTACHMENT AND FLASHING. 24A61-26FT - _ SCALE: 1" = 1°-0" `AJ F: 3"_ �— - __SCALE: 1 1/2" = 1'-0' BA61 _- _ SCALE: 1 112" = 1'-0" 4A61 r_ SCALE: 3"_= 1'-0 PAS ���'D�� 6 STOREFRONT HEAD DET. 2 STOREFRONT HEAD DET. 8 STOREFRONT SPLAY WIRE - - _ _ .____ � O EFRONT MULLION C.M . U . JAMB C.M , RE VERTICAL BRACING PERPENDICULAR TO RUNNER. HANGERS T STANDARD SLAB ON CRA - 5/8" TYPE 'X' GYP. BD. ON CONSTRUCTION 3E 12 GA. GALVANIZED, SOFT-ANNEALED MILD STEEL WIRE AT 4'-0" O.C. SEE STRUCTURAL DRAWINGS FOR REINFORCING. SALES AREA x-- 2 1/2"' METr'•1_ FURRING INTERIOR --� E.I.F.S. AND 6' MAX. FROM END WALLS. ATTACHED WITH MINIMUM OF (3) TURNS SEALANT TO CEILING SUSPENSION MEMBERS AND TO 1/4" x 3" LAG INTO BOTTOM 4x4x1/4 GALVANIZED ANGLE WITH EMBED C.M.U. - -- N WITH 2 1/2" RIGID _ MTL. STUDS AS SMOOTH FACE PAINT PER RUN LADDER STRINGERS INTO ELEVATIONS SCE OF ROOF JOIST. WHERE WIRES ARE SPLAYED MORE THAN 1 IN 6 SUPPORT WAIL ROOF HATCH OPENING - INSULATION (EXTRUDED INSTALL ROOF .. POLYSTYRENE) WITH R-13 ' REQUIRED OUT OF PLUMB, PROVIDE COUNTER SL(IP'NG WIRES. 18 CONTRACTOR-FURNISHED GALVANIZED IBRD 5/8 GYP. BD. OVER 2 1/2 x 3/8 > STRINGERS CAPABILITY IN WALL - /12 GA. SPLAY-WIRE LATERAL BRACING IN 6 NON-SKID METAL GRATE, IN 4 EQUAL 'SEAM AT 2 BOARD EACH SIDE CAVITIES. REFER ALSO TO '� CMU - GROUT ALL CELLS 2" DW EMT PLANE OF EACH RUNNER, AND TIED WITH SECTIONS, AUGNED WITH T.O. SLAB. OPENING. INSULATION / METAL d ROOM FINISH SCHEDULE. -� r `- SOLID AT JAMBS. ALL VERTICAL STRUT. (3) TIGHT TURNS IN 3" TMP. I . FURRING SYSTEM GRIND DITH AND FREE SPLIT-•FACE CMU O OVERHEAD DOOR OPENING 12 O.C.. 6 MAX. GALVANIZED 2x2 PERIMETER CORNCR TRIM BURRS CMU, GROUT ALL '� SHALL, BE 2-SIDED UNITS FROM WALL 'UM' GROUP OF (4) 45 WIRES AND 4!-00 ANGLE ATTACH 70 ROOF VERTICAL. STRUT OCCU AT THE SAME 8 - < T_,4• F•- 16" 3" x 6" x 1/4" 'L' WELLED • " fir• � JAMBS.CELLS SOLID AT (FROM 0'-•0" TO V-8"). DECK ADM INTERSECTIONS. �. ;;.. c EN N TO STRINGER EACH SIDE c TMP. I (MASONRI ) W O 48 O.C. MAX. ANCHOR a STEEL ANGLE DOOR -i .. I = - TO WALL W/ 1/2"- A.B. SEALANT L �. i coo x ' GUIDE - FASTEN TO 1 N LADDER RUNGS a• ,J WALL WITH 1/2" DIA. EXP. I5 STSM —I I`I __ SERVICE �--- SHIM AS REQUIRED , LET INTO SIDE RAILS. _ !�` BOLTS AT N-Ow O.C. WELD ALL AROUND ALUM. STOREFRONT JA M I AREA -�---• ALUMINUM !6WELD � /r- SCREW �� •GALVANIZED 2x2 TUBE `STEEL SUPPORT STOREFRONT ao 0 END STRINGER OUT 3 W/ SEALANT AS REQUIRED. SYSTEM dt ANCHOR W/ 1/2"N A.B. ,4 Ak -DRAIN TO OiL/WATER SEPARATOR. j � EEE L CM bQg: VERIFY DIkECTION OF NQM' INSTALL ALUM STOREFRONT El!- ELEVA?lc?"' HEAVY DUTY UNDERSLAB DRAIN PIPE WITH �E---- UNE OF WALL BEYOND INISH FLOOR Z � �• ��S MAIN TEE 6,. MA7L CROSS TEE NOT TO SCALE PLUMBING DRAWINGS. _ - PER MFR.'S INSTRUCTIONS, INCLUDING MATCH FEA FRONT ALUM. BF EAK MTL TO ATTACHMENT AND FLASHING. ELEVATION fr vA�ON �� E 61 CEILING INSTALLA ON TO BE PER ASCE 7.02 SEC. 8.6.2.6 •1 2w = 1'-0" • 3p V-0" � EXTERIOR •1 2 1 -0 7A 1 SCALE: 30-l'-Ow SCALE: 3 1'-C 3 CEILING__BRA9 REPAIR TANK DRAIN DET. 5 HEAD DETAIL 1 ROOF ACCESS LADDER 7 STOREFRONT ORE RONT JAMB DET. 3 OVERHEAD DOOR 2x2 GALVANIZED STEEL 5 r. TYPE wXw GYP. 3/4" COVERBOARD SMOOTH-SURFACED BUILT-UP ROOF TUBE SUPPORTS - '� _ _ SALES AREA BD. /8 INSULATION C.M.U. WALL. SPLAY WIRE 18 (---UNE OF SILL BELOW SEE WALL TYPE LEGEND. SEALANT, CONT. 4x4 GALVANIZED 6< •f °. (INT. do EXT. _ - - - - - - - -- -� - - - - - - EDGE ANGLE r i ri� --ALUMINUM --- E.I.F.S. EXTERIOR, OR OTHER. 8" MAX. S 1/2" PCILYISQ— STOREFRONT SEE EXTERIOR ELEVATIONS. _ WALL ANGLE W/ CYANURATE SYSTEM INSULATION, FOR "; `� y `� ACE I SHIM AS REQUIRED CONTROL JOINT MIN. 2" WIDE WAIL R-30 x` ' /� _ O HORIZONTAL FLANGE ^ ry'< EXTERIOR �2" IN. ` k �' x �. . _ 4" C 4R SEALANT BOTH SIDES RE-BAR. SEE MIN. SLIDE O f ; ���'�, . - ( � w i STRUCTURALJ* MIN.DRAWINGS. p SQUARE) /--CORNER TRIM UUNDAT ACHED - - - - - - - - - - - - _ ` 0 DOOR, SEE 518' YIP. BD. OVER — _ — - — - CROSS TEE SCHEDULE - -- - - - - - -- 2 BOARD INSULATION — —_ HOLLOW METAL FLOOR DRAIN. CONTRACTOR—FURNISHED METAL FURRING FRAME WITH INTEGRAL GALVANIZED 15-W-4 SYSTEM PLUMBING DRAWAf�GS. 1 x.3/16 BAR I GRATE 1 1/2" DEEP. 20-GA. SPREADER BARO 8" ANCHORS PER EJAMg. STEEL ROOF DECK PER 2x2 GALVANIZED (OPENING DIRECTION AS C.M.U. WALL. MAX. FROM WALL STRUCTURAL. DRAWNiIGS PERIMETER EDGE ANGLE SHOWN) INSTALL BOND \___RESIUENT EXPANSION IOINT (WIRE TYING IS AN PROVIDE UBL STUDS __._.___� BEAM AT INTERIOR AT JAMB. FULL HT. 2'-Ow 2'-0" 2'-0" 2'-Ow 2'-0" ACCEPTABLE ALTERNATIVE ---*---- - *— OPENING. BACKER ROD AND TO SPREADER BARS) Afill SCALE' 30 v—cr 1q•_0" _ CAULKING (BOTH SIDES) CEILING INSTALLATION TO BE PER ASCE. 7.02 SEC. 9.6.2.6 1 1A A 3" 1'-Ow 10 iB1 SCALE: 1 1/2w = 1'-0" OT TOSC 2A61 _ SCALE: 3"=1'-0" INSULATION AT ROOF 8 REPAIR TANK DRAIN DET. 4 JAMB DETAIL 10 MASONRY CONST. JOINT 6 CEILING. GRID WALL _ � 2 METAL FRAME JAMB C.M.U. WALL PER WALL WALL (SEE FLOOR PLAN FOR TYPE) - SALES AREA " MTL. FRAME WALL GRID 1110IEI INSTALL ALUM TYPE LEGEND SPREADER, SERVICE 6STOREFRONT PER MFR.'S AREA UNE OF WALL INSTRUCTIONS, INCLUDING DOOR & FRAME - 3/a" TYPE 'X' GYP. BD- MAIN TEE BEYOND ATTACHMENT AND S 011 2 1/2" METAL. , SEE DOOR TYPES FURRING WITH 2 1/2" 2" 3 4" MIN. ALUMINUM 2r FLASHING. RIGID INSULATION / STORE 3/8" LAMINATED SWEEP FRONT(EXTRUDED �' SYSTEM PARTICLE BOARD POLYSTYRENE) WITH -- SEALANT FACE OF MASONRY ALUMINUM R-13 CAPABILITY IN I COUNTERTOP BEYOND THRESHOLD WALL CAMIE& REFER ALSO TO ROOM FINISH I TOWEL DISPENSER = X SCHEDULE. /' 2 SHIM AS 3'-4" ~ . 4 ' MIN. REQUIRED T.O. Q FINISH FLOOR SLAB PER 8"� MASONRY t STRUCTURAL DRAWINGS W01 'b� CONC. SLAB - WHERE a Q4- d v d a 4 t OCCURS (REFER TO SITEdQ PROVIDE SPREADER BAR IF CROSS TEE OR MAIN TEE DISTANCE ! --- - TO WALL IS GREATER THAN 8". 5/8" G . BD. ~ • PLAN) - SLOPE e UM TWO ADJACENT CEILING MID EDGES MUST A - — OVER 2,YPAWAY FROM BUILDING.BOARD FIN. CONC. FLR. 1 BE ATTACHED TO INSULATION / METAL PROVIDE CONTINUOUS BEAD OF THE PERIMETER ANGLE. AMD THE OTHER TWO EDGES MUST BE FREE C.M.U. WALL INSTALL FURRING SYSTEM SEALANT AT EACH INTERIOR AND CONT. SEALANT OVER EXP. JOINT TO SLIDE AND HAVE 3/4 MINIMUM CLEARANCE FROM WALL. " BOND BEAM AT OPENING. EXTERIOR EDGE " = 1'-- " SCALE: 3 4"=1'-0" 5A61 SCALE: 1 1/2"=1'-0'► EXTERIOR CONC. SLAB w = 1 - " " _ 1 INSULATION AT WALL 17 CEILING PERIMETER DET. 3 SILL DETAILSTOREFRONT - 9� PAPER TOWEL DISP. 5 1 T SILL THRESH-OLD DETAIL NO. •�„SION DATE DISCLAIMER: _ JOB NUMBER: SHEET TITLE: SHEET NUMBER: PLAN CHECK CORRECTIONS 10/15/07 ` Office of William A. Amor, Architect THIS DRAWING IS AN ORP01 N MISC. DETAILS Architecture ■ Forensics ■ Education INSTRUMENT OF SERVICE AND - D A p(,� ® THE PROPERTY OF AMERICA'S 11462 SW PACIFIC H WY PROJECT MANAGER: TIRE COMPANY AND SHALL DAN WAINWRIGHT V WILLIAM A AINOR� REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI G A R D, OR DRAWN BY: L SHALL BE RESTRICTED TO _ 1572 SkyAh�e pries << THE ORIGINAL SITE FOR BRETT SMMI ■ FUNbrton, CA 92831 . WHICH` IT WAS PREPARED. -9 PUBLICATION THEREOF IS PH: (909) 548-3530 DATE. MAY 14, 2007 Ph.Alsx(714)870#Wl .fZ'OF EXPRESSLY LIMITED TO FAX: (909) 627-5425 , SUCH. IL 33 of- A&— 9 , •"4w...rrr,..r.w.. *RC9", * • waM'.�a�`.pt?� ,.:,tn' � ;.... �*� ,.. .-. ....�? 'f+rS'h'.`ll ."' 1 lr TIll11r rr �1T lr T1r r'r r1r III r�I III I�I I�I I,I III I�I 1rf !�T 1�1 1�I 7� T�T T�r ��r � 1 Z Y' 3 4 x;t .+a.. .7 8 9 10( - I I � I s No.3e t i r i t 9 L 9 >➢ if G I< , 11111ll�U11 lllllllll �11 u� il+ Illlu� 11111II1 , � , s nr �,r h t is �1 U U1 ZONE VAL' ._ O 8'-0" A.F.F. rr_ Q FIRE EXTINGUISHER IN F.E.C., AND IDENTITY SIGN 3/4" COMPRESSED AIR PIPING n 0 OWNER-INSTALLED EQUIPMENT �T r 5 C.M.U. - PAINTED a MIMS OVERHEAD DOOR TRACK - -k � 31 30x44 36x44 30x44 36x44 - - G) QUICK CONNECT, TYPICAL 3x44 F1111G'!' ' . 1 D - IDDP. I�rOt. I'O6TER hO6TER l�IOOTlR r�O6TlR t"ORiTloR Q /2rr M.P.T. RECEPTAC1 E O 24" A.F.F. AREA '' _ p CONDUIT F===7 a a4A T DOOR T ODIC! ANN" 2 O DRIP VALVE -------- � WALL � --- ® FROST FREE HOSE BIB O 18" A.F.F. ■ � ® PIPE INSULATION s © , 0 T COORDINATE�-� in O MOUNT 3/4" AIR PIPING ADJACENT TO TIRE RACK COLUMN• '� OF TIRE RACK 0 AS NOT TO INTERFERE WITH NORMAL OPERATION A�j " • '•o" 24AI 2VAIL ELECTRICAL SERVICE FROM ABOVE. FOUNT INSIDE TIRE RACK COLUMN. COORDINATE SO AS NOT TO INTERFERE WITH NORMAL. 2 SALES .^,REI ELEVATION EO) _SALES AREA ELEVATION SCALE: s/a" = 1'-o" OPERATION OF TIE;L.. RACK. 16 2" COMPRESSED AIR PIPING , JV ••�� -1• 39'-00 O SUPPLY FAN NTH MISTING SYSTEM 17'-Ir ISO-Is 21'-2, _ - 17'-6" O ELECTRICAL OUTLET FOR SUPPLY FAN O 12' A.F.F. r _ _ ® TIRE RACK (OWNER SUPPLIED EQUIPMENT) OWNER-SUPPLJED WORK STATION MILLWORK ® 1 1 ?1 HUBBLE OUTLET T ! T PPOVIDE ALUMINUM ENCLOSURE PANF! TO MATCH ADJACENT I I + STOREFRONT WITH CATHODIC FROTF;;TION AROUND STEEL COLUMN. ALUMINUM STOREFRONT N I lV ® ® TI T (9 I ® ® ® I I II (a FIBERGLASS-REINFORCED WALL. PANEL IL _11- JL -A SWITCH FOR SUPPLY FAN, PER ELECTRICAL DRAWINGS. __1L_ - IL IL T (T T � T T goo � 7 T T T � T � T I T ® MEZZANINE LEVEL FLOOR GRATE, INCLUDED WITH TIRE RACK. T _ T T Y T �� l A 144?" ?DIA.DSPHERE WILL. PASS THROUGH PIPE RAI" D. SPACE SUCH THAT © PAINTED GYP. BD. RUBBER BASE PER ROOM FINISH SCHEDULE 3 SALES AREA STOREFRONT ELEVATION SCALE: 1/4~ .. -0 8 SALES AREA STOREFRONT ELEVATION SCALE: 1/4' = 1'-0" ® NO OUTLETS. SENSORS' OR EQUIPMENT ALLOWED ON THIS WALL 1. USE 1 3/4" x 4" SERIES 450 ALUMINUM WINDOW WALL. FRAMING - --- '- 3l ACCESSIBLE TOILET ROOM SIGN LO:AIION. SEE DETAIL 21/A7.1. SYSTEM AS MANUFACTURED BY 'S.W, ALUMINUM' OR EQUAL. ALL -- 1. ALL EXPOSED MILLWORK SURFACES TO BE LAMINATED. ® ELECTRICAL OUTLETS PER ELECTRICAL DRAWINGS DOOR HARDWARE. INCLUDING HINGES, THRESHOLDS, AND WEATHER STRIPPING, SHALL BE SUPPLIED BY WINDOW WALL CONTRACTOR. —`� 2. HANDLES TO BE BRUSHED ALUMINUM 3 1/2" STANLEY �'i T�'LEPHONE OUTLETS PER ELECTRICAL DRAWINGS O O 0. 2. A J_ ALUMINUM ENTRY DOORS SHALL BE PIVOT' DOOR, MEDIUM b STIr9UPS OR APPROVED EQUAL.. 1" INSULATED GLAZING UNIT IN ALUMINUM STOREFRONT FRAME. STILE. AS MANUFACTURED '�Y 'S.W. ALUMINUM' OR EQUAL. ��;�ti: Mw�(>� -sy! - 3- DRAWERS TO BE MAL. OF PLYWOOD. PROVIDE TEMPERED ^'.;SS AS SHOWN WITH "T"• 1" INSULATED GL.A:ANG SYSTEM BY OLOCASTLE GLASS 3. ALUMINUM DOORS AND WINDOW WALL. FRAMES SHALL RECEIVE 4- ALL HINGES TO BE "BLUM" OR APPROVED EQUAL 1 (866) OLDCASTL.E. 'KYNAR 500/HYLAR 5000 PAINT' FlN!SH, COLOR SHALL BE 1, LETTERS do NUMBERS ON SIX SHALL HAVE A 1DTH-TO-4EIGHT RATIO BETW1EEN 3:5 � 5. MERE PERMANENT NOTIF07011 IS PR(v4ED rOR ROOMS # SPACES, SIGNS SHALLe 1/4 GUARDIAN SUN-GUARD LE-40 ON CLEAR LOW E#2 (EXTERIOR) "BANNER RED" (U.N.O.). VERIFY WITH ARCHITECT. A 1:1 M A STROKE. MIRTH-TO-hVGHT RATIO �T1l�FJ!' 1:5 & 1:111 BE INSTALLED ON THE WAU ADJACENT r�D THL LATCH SK OF THE DOOR NIM 5- ALL CABINETS TO BE APPROVED BY OWNER. W/ 1/2 AIR PACE AND 1/4 CLEAR GLAZING (INTERIOR). THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, WUMNG AT DOUBLE SHGC OF 0.32 AND U-FACTOR OF 0.33 4. ALL GLAZING SHALL OONFORM TO 'SAFETY GLAZING CODE', OF Z CHARACTERS M NUMBERS ON SIM SHALL BE SIZED ACOOf K TO THE WI M*1G LEAF DOORS, 9W SHAW. BE PLACED ON THE NEAREST ADJACW WALL MOUNTING 6• ALL CABINETS ARE OWNED FURNISHED AND OWNER INSTALLED. ® CEILING-MOUNTED SMOKE DETECTOR STANDARD BUiL.DING CODE. DISTANCE FROM *#CH THEY ARE TO BE READ. THE MNI V HEIGH1 IS ME1lSl M HEIGHT SHALL BE 60 IVES (1525 MM) ABOVE FLI�'SH BLOOR TO THE MMM OF CONTRACTOR TO COORDINATE AND SCHEDULE THE USK AN WIPER CASE X LONER CASE CHARALM ARE POWITED. MIIC1 N THE SKIN. MOUNTING LOCATION FOR SUCH %BOE SHALL BE SO THAT A POISON MAY INSTALLATION. ALUMINUM DIAMOND PLATE BY RACK SUPPLIER 5. ALL WINDOW WALL ELEVATIONS ARE VIEWfi>=D FROM THE EXTERIOR CHARACTER HENT SHALL BE 3 INCHES. APPROACH VITHN 3 HGES_ (76 MW) OF %NAGE WITHOUT 00UNTERING PRdiRWK Mllr! SW ELECTRICAL SER BICE TO THE SALES COUNTER IS TO BE ® LIGHT SWITCH LOCATION PER E:.LECIRIOAL DRAWINGS OBJECTS OR STMDNMC THE OF A DOOR 7• UNLESS NOTED OTHERWISE. REFER TO DETAOI / UNDERGROUND. PROVIDE l�DD!T10NAL CONDUITS FOR 17 / A-3.?„ - 1 IETi>:RS Alt INIMMRS SHALL BE LIAISED 132 INCH, TIPPER CASE, SANS SERF OR SIMPLE SERIF TVP!~ AND SHALL BE ACCOMPANIED NTH GRADE 2 BRAILLE. RAISED ON 00101tSYS LF/IDMIG TO MWS SAMTARY FAOJ71M AN EOUBAIERAL TRIANGLE COMMUNICATION' AND DATA LINES. GENERAL CONTRACTOR TO � THERMOSTAT LOCATION p1ARACTERS SHALL BE AT LUST 5/8 INCH 16 MM) HIGH, BUT NO WO THAN 2 1/4 NCH M17 GM 12 INCHES LONG M A VERU POIITNG UPWARD SHALL COORDINATE ELACT LOCATION WITH M"LLWORK CONTRACTOR. 5. ALL WINDOW WALL OPENINGS SHALL BE FIELD VERIFIED. INCHES (50 MM� PK;TOWMS SHALL BE ACCOMPANIED BY THE EOLIIVALENT VERBAL. BE PROVRED Alt ON DOORWAYS) UAW TD WM EWS SANTARY FACILITIES, A CIRCLE ALARM KEY PAD LOCATION OE9QAP PLACED ORECILY BELOW THE PVCIGRAM. THE BORDER OWENS�ON OF 1/4 MCH MA 12 NM IN DIAMETER SHA L BE P1011 ED. THESE GEOMETRIC CAULK ALL EDGES OF MILLWORK TO WALL SURFACE. 7. DC�1t31.E ACTING, CONCEALED CLOSER WITH REMOVABLE DOOR THE PlSHALL LE 6 IIMCHES (152 !IMT) MN. IN HEIGHT. HEIGHTR 9OLL BE CQ4MG ON THE DOOR A. A OF 80 NIM 3 TIE8, ® SEAT COVER DISPENSER STOP. l`TOGRIW COLOR A CONTRAST SHALL LE DISININLY OMM FFIOM THE COLS A PROVIDE 2 x 6 F.R.T. WOOD BLOCKING O LOCATION OF WALL 8. INSTALL ALUMINUM STOREFRONT PER MANUFACTI.IRER'S i. THE CHART 131 A EUCKMW OF 9W SKALL BE E=*XL. MATTE. OR OTHER CONTRAST Of THE COOK 9• MOUNTED WHEEL DI%IL.AY RACKS. FASTEN BLOCKING W/ O WALL MOUNTED URINAL (MEN'S ROOM ONLY) NON-QM FMEbK O ARC1ER.5 A SUM STALL CDNiRAST MIH TIER SCREWS TO METAL WALL FRAMING. INSTRUCTIONS INCLUDING ATTACHMENT AND FLASHING. BMXQiOIAM, UM LIW CHARACTERS ON A DARK BACKGROLM OR DARK I ON DOORMIAYS LEADING TO UNSEX SANITARY FACIIJIES, AN Et�AMERAI INANGLE O CERAMIC TILE PER ROOM FINISH SCHEDULE CHARACTERS ON A LIGHT BACKGZOW. MOUNID ON A CIRCLE SHALL BE PROVIDED. ""-'�--- 1 IA71@ OWNER-SUPPLIED MILLWORK/EQUIPMENT _ STOREFRONT NOTES 8 NOT USED '! 4 ACCESSIBLE SIGN DETAIL 6 MILLWORK NOTES ® 6" TILE BASE PER ROOM FINISH SCHEDULE WATER CLOSET. RIM HEIGHT SHALL BE 17" TO 19" A.F.F. LOCATE __ _, b'•4" __ FLUSH VALVE HANDLE TO WADE SIDE OF THE TOILET ROOM. 1" t'•6' 1'-Il" 1'-11" 1'•11" 1 (4� 1 1/2rr DIA. S.S. GRAB BAR. �_ -, �„ • �4� 24" x 36" MIRROR. MOUNT' AS SHOWN. PAPER TOWEL DISPENSER. MOUNT SEMI-RECESSED. SOAP DISPENSER O 41=; 04 1 V Tv RECESSED TOILET PAPER HOLDER e __- ,� - �.,. n YJ gl IN�'AJLATED WASTE AND HOT WATER PIPE'S 8 FOLD-DOWN DIAPER CHANGING STATION (WOMEN'S ROOM ONLY). SEE PLAN 17/A-3,2 FOR LOCATION. OWNER-SUPPLIED COUNTERTOP MILLWORK -- r-a" _ • I A CONTRACTOR-SUPPLIED 8" CHAIR RAIL, BY CONSTRUCTION C14 � W ® ;M SPECIALTIES, INC., ACRO'✓YN #SCR64, X933 "MISSION WHITE". T T T— T T T � - N' 3 2 C'' COMPUTER DATA OUTLET TO STORE COMPUTER, PER ELECTRICAL L 1" 1°-�!" - Z'-$"_-- ty-4' 3'-1" P-�" 2:: DRAWINGS -- - _ _ -_. _- --_-_-- __ � COMPUTER DATA OUTLET TO OUTSIDE: UNE MILLIiIr�RlC 18 "OWNER 81J1°°}eL.IED" E�IIIP'h'1ENT. 011' "IONS PROVIDED " INR'MIATICIN ONLY, 22A71L SCALE: 1/4" 1'-0" 13A'IIL SC-ALEs 3/8" P-m' 9AZIL 6CALEs 3/8" • 1'-0' SAIL _ 6CALE: 3/d" • P-Q!" ' STOREFRONT ELEVATION (1' OFFICE Q OFFICE 5 OFFICE10 KEY NOTES ND. REVISION DATE DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET HUMBER: Officof Williem A. Amor, Architect ORP01N AN INTERIOR ELEVATIONS INSTRUMENT OF SERVICE AND - -- ---- — TATA • e THIS DRAWING IS Architecture • Forensics ■ Education STOREFRONT NOTES I ® THE PROPERTi OF AMERICA'S 99 W & 68th PARKWAY PROJECT MANAGER: MILLWORK NOTES _ TIRE COMPANY AND SHALL DAN WAINWRIGHT KEY NOTES REMAIN THEIR PROPERTY. THE USE OF THIS U'7AWINC WILLIAM A AMOK % TI G A R D OR DRAWN 6Y: SHALL BE RES- Q I RICT ED TO NOEL ANASCO ■ 1572 SkyNne Drive THE CAI R _E ) THE ORIGINAL SITE FOR Fullerton, CA 926131 � WHICH IT WAS PREPARED. PH: ( 09) 548-3401 49531 EXPUBLICATION PRE SLYYLIMITED TO rJTHEREOF IS (9 ) DATE: Ph.Aax(714)87 FAX: 909 627-5425 � O �L SUC_H _ .! ...... 111 ............ ------- - .�_..gat.*,.:.._�•ft....±h dl'I�aE w.,.s^r zhw.t aa..r .. • .. ^•'s _,.++srr,-, , ., - .. ... «.,--gin., ,.-+..+�•......._.-._..__ _ .. ._. ..� .. -_ . .. -- ..«, -.. -.. - _. r. 1: 11111 '1 "Il1i111' T" 1 1 ! T C1 ! Ii lTf1I � '� • � ! � 2 ,, ,rIli�r'�r�r�i�l�,,i11�Ill�lll�rilwlllHtl�i���;lrTji ��i1�ir�tT�1>>r i-�r-�T�-rrr1rlr�l 4 7 —�J IWi _ 10 11 I , ,12 1 £ L L Ire fv8 gFe t 9 81 Offid1fl tL911' I! ji'A? t r lilllllll r111�111lu 11I111i il�llll Illi W Ill1111II� I1 1111�11tu�mallil 1 'a/ . -- .. — - .. •.+r. :r-. ..... .,.. .... ......._...� - . .,,.... ..,...n ,,• lt.rx+k'..ir�av+•e�+. ..n'e. - _ -_- _ ... _ .. .. _.._. _. .. ... _.. ,.tiu.b+r xsr ws,rRrnm. "sir _. ....— ^...i'l"S."f•.',:i'i1R.7hT' -;y.,... .. ..- .... Ae- " .. „ ... —..._ ...... — .. .... w A .... r w.. .•. ............. .... -.. .., . .4A,y�,'.;.. . 'AF'1I wC city+, ^` r •ra I, 'd 'M .Y >Cr^. �I ZONE VALVE O 8'-0" A.F.F. O FIRE EXTINGUISHER IN F.E.0 AND IMTITY SIGN 03 3/4" COMPRESSED AIR PIPING �4 OWNER--INSTALLED EQUIPMENT ® C.M.U. -- PAINTED 1,'"O• — �_..____W''O' 6'-O' 6'-i' OVERHEAD DOOR TRACK ill O' -_ II'-o" I O QUICK CONNECT. TYPICAL t, 1.0000' O9 RECEPTACLE O 24" A.F.F. (5) 6" OR 13" x 3/16" OR � CONDUIT 1/4" FLAT PLATES WELDED TO O DRIP VALVE TOP AND BOTTOM BEAM FLANGES ® FROST FREE: HOSE BIB O 18" A.F.F. p �q PIPE INSULATION --NQg; INSIDE FACE OF C.M.U. s� O MOUNT 3/4" AIR PIPING ADJACUT TO TIRE RACK COLUMN. COORDINATE SO AS NOT TO INTERFERE WITH NORMAL OPERATION - --- .._T-- -- --- - - _ -- -- - -- - -- - - _ - - ---- - - -' OF TIRE RACK. _ -- - U ELECTRICAL SERVICE FROM ABOVE. MOUNT INSIDE TIRE RAC( WA12 _ 3/8"•1'-0" COLUMN. COORDINATE SO AS NOT TO INTERFERE WITH NORMAL (2:4 NOT USED (27) NOT USS'E:D 16 NOT USED 112 S 1 EEL LINTEL / OVERHEAD DOOR LOCATION 2" COMPRESSED TIRE RACK. � SCALE:3 f 8" i'-0` O 2" COMPRESSED AIR PIPING 1. 11VW1 TO FLOOR PLAN POI! LOCATION ON K4WCR oWI15A SUPPLY FAN MATH MISTING SYSTEM 1AG><1IP"ONT. DRTAIL O / Al2 IS FOR TI# W504T AND LOCATION OF GUCW RGYJIM"!'NT. O ELECTRICAL OUTLET FOR SUPPLY FAN 0 12' A.F.F. ® TIRE RACK (OWNER SUPPLIED EQUIPMENT) ® OWNEP-SUPPLIED WORK STATION 41LLWORK T1 HUBBLE OUTLET V PROVIDE ALUMINUM ENCLOSURE PANEL TO MATCH ADJACENT STOREFRONT WITH CATHODIC PROTECTION AROUND STEEL. COLUMN. © ALUMINUM STOREFRONT FIBERGLASS-REINFORCED WALL PANEL ® SWITCH FOR SUPPLY FAN. PER ELECTRICAL DRAWINGS. ® MEZ?ANINE LE'RI- FLOOR GRATE. INCLUDED WITH TIRE RACK. 1 1/2" O.D. HORIZONTAL PIKE RAILS, P-AIMED. SPACE SUCH THAT A 4" DIA. SPHERE WILL NOT PASS TNROUGw. ® PAINTED GYP. BD. ® RUBBER BASE PER ROOM FINISH SCHEDULE NOTUSED 19 NOT USED 15 NOT USED 1 NOT USED 7 GENERAL NOTES NO OUTLETS. SENSORS. OR EQUIPMENT ALLOWED ON THIS WALL � 51 ACCES.748LE TOILET ROOM SIGN LOCATION. SEE DETAIL 21/A7.1. © ELECTRI%AL OUTLETS PER ELECTRICAL DRAWINGS 1 � TELF,'-HONE OUTLETS PER ELECTRICAL DRAWINGS 3 INSULATED GLAZING UNIT IN ALUMINUM STOREFRONT FRAME. PROVIDE TEMPERED GLASS AS SHOW WITH "T". CEILING-MOUNTED SMOKE DF fECTQR 4 ALUMINUM DIAMOND PLATE BY RACK SUPPUEF © LIGHT SWATCH LOCATION PER ELECTRICAL DRAWINGS ob ® THERMOSTAT LOCATION • ALARM KEY PAD LOCATION t SEAT COVER DISPENSER � 8 WALL MOUNTED URINAL (MEN'S ROOM ONLY) I d CERAMIC TILE PER ROOM FINISH SCH0ULE II Fkhcl�C1 ® OWNER-SUPPLIED MILLWURK/EQUIPMENT �Al2 " © 6" TILE BASE PER ROOM FINISH SCHEDULE -- ecALe� sr� • I o NOT USED 6 NO'"_1' U SED 14 NOT USED 6 PILASTER ELEV. WATER CLOSET. RIM HEIGHT SHALL BE 17" TO ,s" A.F.F. LOCATE I FLUSH VALVE HANDLE TO WIDE SIDE OF THE TOILET ROOM.® 1 1/2" DA. S.S. GRAB BAR. _0• 24" x 36" MIRROR. MOUNT AS SHOWN. •►�! PAPER TOWEL DISPENSER, MOUNT SEMI-RECESSED. T SOAP DISPENSER �• dQlX+ DIAPER RECESSED TOILET PAPER HOLDER CHAIVC� © 8 16 IN !'>II INSULATED WASTE AND HOT WATER PIPES \'�. 6TATION "i • _ ONLY. FOLD-DOWRI DIAPER CHANGING STATION (WOMEN'S ROOM ONLY). -� - - • SEE PLAN 17/A-3.2 FOR LOCATION. [�. p _ n ® OWNER-SUPi'LIED COUNTERTOP MILLWORK CONTRACTOR-SUPPLIED 8" CHAIR RAIL. BY CONSTRUCTION 41 SI SPECIALTIES, INC., ACROVYN #SCR64. 4, 933 "MIS'S'ION WHITE". / - 6NtkAL +- �+ r IN Iwm* T T � � `Q iM � � D�WIN0�5 DATA OUTLET 0 STORE COMPUTER. PER ELECTRICAL Room ONLY. C1 B C - 3'+o" p MAX a&W2 Jim 1 NOT USED 17 RESTROOM ELEVATIONS 1 IEY N OTES —-- no. ��nswN MR �- DISCLAIMER: JOB NUMBER: SHEET TITLE 1 SHEE NUTAER: TYNA110 ftics of William A. Amor, :Architect ORP01 N INTERIOR ELEVATIONS .�_ � THIS DR.A'�VI�'� , !S AN Arahltecture I Forensics ■ Education INSTRUMENT uF AN AND OD Al? ® THE PROPERTY OF AMERICA'S 99 W & 68th PARKWAY PROJECT MANAGER: --- _ � +, TIRE COMPANY AND SHALL DAN WAINWRIGHT G� f� REMAIN THEIR PROPERTY. WILLIAM A AMOR'� THE USE OF THIS DRAWING TI C AR D OR DRAWN BY: _ SHALL BE RESTRICTED TO FULLERTON.CA A72 1572 Sky**[)r!►b THE ORIGINAL SITE FOR NOEL. ANASCO R - o �y - -- WHICH IT WAS PREPARED. Fullerton, CA X2°31 PUBLICATION THEREOF IS PH: (909) 548-3401 DATE: -- iDhAl�x(I14)814af'►?1 �Z`�, EXPRES3LY LIMITED TO FAX: (909) 627-5415 Q ''lic' �J. SUCH. r .. „•a....., - .i[ ~p'e'.,. ale,rrn+r}v - - loll ., ..,,�. -'ter-i .y+r .�« +�P':,,:,,.. _` ,�k. ... �� _. ...... .�. ,qr.. ,N?a$. -,:•r..,. ,. .. -. tra't:• u+fl.rp a':,i::: _. T ( $ fi� �T�T r r r�I� rlr�I�I r r�r�r�r�r��Ir�i r�rJI�1 1r�I(TrtCTPCi�r�t�T�T��1r1T1 r�Ilr�! . , s ....� 9 lb >i 12 �,.. '� , •iiw llll , ,�,��';��, I llI11111JUlllllllllllllll I llllllll� 11�1�11111111111�Jrlt�lllllllllll r . } Y o • • f I .t..r..WFWYW.r.•••w,..+rr.lY�.:u..+-n+r.ypM.l1'-+n....y+ Tr.Gw' 1f•c^.!'M.I+I++MI'MW"L':^' MY.M.+'.•�..iiar. +w•,K ...n..v. iYSY'.PaJ":P'wr..AR'+r+M+. �M •.awYM::'- n+•.PMMaIYA:�"'A.I,tiL _� s _ YEi^.i.,..0 r.[Nw.'.'.nw- ".Ytlf.,AS.' ^-a.••.y-Vr ..'•.sw-.... ^�-.•t.'PLiK ^•1+ w+Rl _ .:.wuil41['-M4t Y'Lair�.•iYf11•AY.IyWN.,..aF.NA.rrnT^9'JfF+`4"4P"d64i."-SAA W .. _ .w-.ar w+r- IIYD. ' >„ �. ':.p,D.'siYlnA11DJ^'.7R r - . • ,w + - „ f', •- e/'v 11"!„4.M"+ItsFi'•.h\:i.. ++}r"'.Y w«!¢ „.r...+-+V++ > ,.,_ �+.,.r►. r..a..-,: ..+Irl:"o • .�.. - .-_ — ..^ u.. .t.�..,.. .... r.-++? ... -.r.- -�.. __.tP.' .u'6. .4M1'ei3a,..' .. e:,>.:.MOII�+k�'a - iSS':tiW./ffi,E,W'�'.Y..�;I+�Y,yi.Mf.wwJ.'aYw .a 'r r. I x- 1 KEY NOTES 3 NOTE: 45 1/2' 12" TIRE STORAGE RACKS ARE Q STAIR TREAD: 3`16" THICK COLD--FORMED FLOOR PiATE PRE-MANUFACTURED, A j GUARDRAIL AT + 420 nWNER-SUPPLIED ` �� - 1 ® STRINGER ASSEMBLY 15 AN All 'hIF:LDED ASSEMBLY. ABOVE STAIR NOSING A-A B-8 EQUIPMENT AND ARE r� N o C-C SHOWN FOR INFORMATION � � li ® CONTINUOUS HANORAILS, 1 1/4" MIN -1 1/2" MAX O.D. I I I I 33 1 2r ONLY. 11" 9'-0" / - 12» 11» HANDRAILS. 80LT TO STRINGERS NATN 2 1/2" DIA. A325 - MEZZANINE LEVEL D C I FACE OF �/ BOLTS AT EACH UPRIGHT. _ RACKS " w w BEYOND -- ( - M,i,x NTING ANGLE ® 14 GJ1, RISER CLOSURE PLATE, 11'P., 13 PLACES. WELD TO 1 B V I V B �' � � BACK OF LOWER TREAD AND BOTTOM OF UPPER TREAD WITH !� STAIR BEAM 1/8` FILLET 2'-6`. HEADER M Q ® HANDRAIL. AT 34"-38" ABOVE STAIR NOSING oi� U ELEVATION A A 11 oo MC 10x8.4 (2) HANDRAIL EXTENSION AT 34"•-38" ABOVE FINISHED FLOOR lowI t - CHANNEL _O 1/40 x 3" x 3" �o I OUNTING ANGLE 00 0 '- 13'-90 CLOSED IR RACK STORAGE 16 3'•-G" (T.O. CONC. 36 —� D 16 2 0 _- ��s TREADS AT 1l-) II T E X RISERS STAIR DETAIL 3�----3 D-D 12TR1 1/4 16TR1 -- - TAILS 12 STAI[l DETAILS16 HANDRAIL DE 2 NOT USED _ _ _ --- VERTICAL TIRE FACT{ SUPPORT FLOOR GRATE TIRE RACK FLOOR GRATE SET AT 10' A.F.F. ZONE VALVE O V-0 A.F.F. 17 _ HORIZONTAL TIRE RACK BRACE BELOW O THIS AREA ONLY. SEE MEZZANINE LEVEL 8.1 GUARDRAIL TO 42" �� RACKS I OUTLINE OF STAIRS BEYOND PLAN 13 / A3.4, AND JTL. 22 / A5.1. v — —ABOVE DECK BEYOND--�-� FIRE EXTINGUISHER IN F.E.C., AND IDENTITY SIGN --- T— --- ------r ew (� 1 QUICK. CONNECT, TYPICAL. 24 5_/80 12" _. ryG�I OR 12" s 2'r S„ I I I OPENING 1/2" M.P.T. _- 4" A.F.F. ALL CONDUITS - _ 2p-8w I (�f RECEPTACLE O 2 NOTE , _ n 1 SHALL RE LOCATED OUTSIDE OF THE EDGE OF THE T '�. I /� T SUPPORTS. CONDUIT SHALL COMPRESSED ELECTRICAL ELECTRICAL 2+-10" TIRE ,�\CX UPRIGHT AIR PIPING CONNECTION CONDUIT I NO'1 CONFLICT WITH THE MILLWORK LOCATIONS OR ATTACHED TO BOX BELOW ._j ATTACHED TO � 1 ' Z--+10" MOUNTING CONFIGURATION SEE 19/A&l. HORIZONTAL HORIZONTAL TIRE RACK TIRE RACK -- 0' - �} DR.P VALVE BRACE - BRACE 11" 110 `� 4'-4" Q MOUNT 3/4" AIR PIPING ADJACENT TO TIRE RACK i - - COLUMN. COORDINATE SO AS NOT TO INTERFERE ��- - �- "I '- �_' ",�,- ' ,- - --_'�"� , , w # , `" -- -'--�1`�I • ,' , +■ �w • 2�" 14#-Or 3 9 4 0 3 9 4- 3 9 4 3 9 4 0 3 9 4 -9 4 OPERATION OF TIRE RACK. CONDUITS SHALL BE LOCATED INSIDE THE EDGE OF 6'-0" 4'-A� 9'-0" - 1 � --- � -- -- -- --' WITH NORMAL ALL _ `-- �`— _.---- - ----- II —� - THE TIRE RACK UPRIGHT SUPPORTS. CONDUIT/PIPING SHALL ® ELECTRICAL ,SERVICE FROM ABOVE. MOUNT INSIDE NOT INFLICT WITH THE MILLWORK. LOCATIONS OR MOUNTING OUTLINE OF STAIRS AND TIRE RACK BEYOND A B ELEVATION _ ��EL R MN. COORDINATE SO AS NOT TO C(v RATION. CONDUIT LOCATIONS SHOWN HERE ARE FOR � A�-�Cn� TIRE STORAGE RACKS ARE PRE-MANUFACTURED, OWNER TIRE ACK COLO INTERFERE WITH NORMAL OPERATION OF TIRE RACK I' 1',.KATION ONLY, REFER TO PLANS TO VERIFY LOCATIONS. e� SUPPLIED EQUIPMENT AND ARE SHOMM FOR INFORMATie l ONLY. f+ SCALE, r�" � 1'-0" � SCA 1/2" 1'- - - — -- - - - ® 2" COMPRESSED AIR PIPING — --�-- 15 HAND R/;11i.. ELEVATION 11 TIRE RACK ELEVATIONS Q� SUPPLY FAN WITH MISTING SYSTEM 19 TIRE RACK CONDUIT _ ELECTRICAL OUTLET FOR SUPPLY FAN O 14' A.F.F. ® TIRE: RACK (OWNER SUPPLIED EQUIPMESIT) 22'-0" - .., -- NIGH PONT T _ ® OWNER-SUPPLIED WORK STATw! MIL:WORK UNDERSIDE OF ROOF DECKHALL UP HUB131.E OUTLET TIRl�.R/ K ��T 9 9 8 I �-.. .. - Qji SWITCH FOR SUPPLY FAN, PER ELECTRICAL TIRE bTORAC+E RACKS DRAWINGS. 9 7 8 7 -� watgNb.f. 0 ® MEZZANINE LEVEL FLS GRATE, INCLUDED MATH DEAD TIME 8 CCX"IP. Ib001'1 13 TIRF RACK. I ® 1 1/2 O.D. HORIZONTAL PIPE RAILS, PAINTED. SPACE SUCH THAT A 4" DIA. SPHERE WILL NOT I PASS THROUGH. 11 � I - - I , Q� ALUMINUM DIAMOND PLATE BY RACK SUPPLIER I ® GUARDRAILS SHALL EE MOUNTED AT A MINIMUM HEIGHT OF — _ _ up-! i J 42 INCHES ABOVE THE MEZZANINE FLOOR WITH INTERMEDIATE RAILS SPACED SUCH THAT A 12w DIAMETER SPHERE CAN NO'I PASS BETWEEN THE RAILS. 11 1ST FLOOR TIRE RACK PLAN SALE: TIRE RACK KEY NOTES --- - --- 3 1/2" CONC. OVO 1 1/2" STEEL DECD{,PER STRUCTURAL DRAWINGS 5/8" TYPE 'X' GYP. BD. ON 2 1/2" META!_ FURRING WITH 2 1/2 RIGID INSULATION - - -_ - - - - 1 (EXTRUDED POI YSTYRF..�IE) WITH R-13 ; •' _ - - - - - - HOZ I t CAPABIUTY IN WALL CAVITIES. REFER ALSO TO ROOM FINISH SCHEDULE. -- 'IRE STORAGE SUPPORT BEAM AND FLOOR GRATE (BY OWNER) {. .. nn 15 04 A - 104 T -GRATEi a . 2 G`� 3 3 3 Q - - 9 - - 4 n STEEL ANGLES PER STRUCTURAL DRAWINGS: 6 a 6 6 - - - _ - -- C' C.M.U. t o r- STEEL WELD PLATE WITH ANCHORS PER PER WALL 1 N 1 •I I I 1 STRUCTURAL DRAWINGS AND VERIFY ANG1� :.. TYPE I►uxiNTINQ LILIGHT YAM RACK SUPPORT U:GEND I O ANS F1 �GkAT�. THIMbIESS 3'-9 1 2" 4' O 1 2" 3'-9 1/2- I 4'-0 1 20 3'-9 1 2" 90 21TR1 SCALE: 1 1/2"w1'-O' 17TR1 3 8 1 -O 2ND FLOOR MEZZANINE LEVEL TIRE RACK PLAN SCALE: 1 ,/8" SUPPORT 17 TIRE RACK ELEVATION 9 FIRE RACK _ --� JUE3 NUMBER: SHEET TIRE: SHtkT NUMBER: Ho REVSM DATE DISCLAIMER: ORP01N 1ST AND 2ND FLUOR ------ - e Office of William A. Amor, Architect THIS DRAWING IS AN TIRE HACK PLANS, Architecture ■ Forensics ■ Education ® INSTRUMENT OF SERVICE AND ELEVATIONS, j� A THE PROPERTY OF AMERICA'S 99 W & 68th PARKWAY PROJECT MANAGER: AND DETAILS Rr. TIRE COMPANY AND SHALL DAN WAINWRIGHT REMAIN THEIR PROPERTY. THE USE OF THIS SHALL BE RESTRICTED WOG TI G A R D, OR DRAWN BY: . WILLIAM A Ahil NOEL ANASCO THE ORIGINAL SITE FOR 18125kyNneDrh� . FULLE�.RION•CA WHICH IT WAS PREPARED. PH: (909) 548•-3401 Fullerton, CA DrA ' CT I gj PUBLICATION THEREOF IS ( ) DATE: ' Ph.Abx 14 870-9531 4I EXPRESSLY LIMITED TO FAX: 909 527-5425 (7 - SUCH. lip- .� ..,., a• ..,.. 'ba.,;,ttr�. •c u.,,,,;;,,,,,,,,,..�,, ,..'�... ..., II�N�.''wtx:raR,u':a, •.7GA"MW=•.' --••S•++r:_i: '�.+;,.... . .. - -...-.,.«»,.- -,......,F.__..,...._. _ ...... ._ - * .. ,, TTjf11 rT �►1T T �1rr�l��lr Ilijij TWT X11- TTrii�T I 4:. •E�I�rl1�i(1�T11III1�1 I�II111T1�(�I�1 I�f(IJl�(Tjfll Illj•�IIIIIII�II1�(�l�lll�lllll 1 2 I 3 4 I 6 t"A �,. 7► I I 8� I 9 I 110 I 11 X12 �— 'r"� n�o-11Mr eww+Kr e+m -• £ - I I._ tII 8 A L 9 9 1b R Z t I t 111116 L lllllllll llll�lll UlllJlll 111U11ll1111ll 1111 illlWl Illllllll Illllllli . ' t.'�f . I I 11 1111111W1111�11�llllllllll.11lllllillllll ll 111111111,.111ll �111W�.11�11111�u llilllll�llll I Illllll lJll� • _ i h . 'J iii�• i A �1 A^:A — (71 14"x14" UP 1 2, UH MECHANICAL A 18 P. OF 3) OF 3 - C C L KEYE DNOTES _ ___..._ --..__.._.........._._..._.._.__.........._- ........_...__._.._....._.._....__...._....._.,._-_..-___... ._.... ........... _ ....._. _. .................. ._............... ............... A t •-•W_ ........_.::pit- .. ,_ �;.a...,�. _ .. . . ......._._ .._.......... ..._................_....__._....__................ .._...._. _._....._......_...... �•a w,µ._.........__....,•^aau:•:a nw: ' ._..__....... :.�w'•:::::,:.... ....na:a,„,,:u:;...., .. .... ....,:,:::r.... ...s„,:u•,::•:u:,a.... ....:u,n: ❑ INSTALL OWNER-FURNISHED ROOFTOP UNIT AND CURB. COORDINATE UNIT INSTALL DUCTWORK ABOVE BOTTOM CHORD OF BAR JOISTS. MAINTAIN THE ` W E 31 I WITH STRUCTURE. SHIM UNIT AND CURB LEVEL FOR PROPER © MAXIMUM CLEAR HEIGHT !N THE SPACE TRANSITION TO DUCT SIZE i 5 1 s - I CONDENSATE DRAINAGE. CONTRACT LANDLORD APPROVED ROOFING + t # I i i I 2 CONTRACTOR TO FLASH AND SEAL ROOF CURB 'GO MAINTAIN ROOFING SHOWN ON PLAN. I WARRANTY. PROVIDE FLEXIBLE CONNECTORS ON SUPPLY AND RETURN AIR ® INSTALL ELECTRIC UNIT HEATER IN THIS LOCATION. REFER TO ELECTRIC -- 10"9 2 31 DUCT CONNECTIONS. TRANSITION TO DL,�f SIZES SHOWN. PROVIDE UNIT HEATER SCHEDULE ON GHEET M2.0 FOR ADDITIONAL INFORMATION.OW !' • I ► O DUCTWORK AND AIR DISTRIBUTION DEVICES AS INDICATED ON THE PL . MOUN' BOTTOM OF UNIT A MINIMUM OF 7'--0" A.F.F.. rJ F 2 ► CONTRACT APPROVED ROOFING CONTRACTOR TO FLASH ROOF CJRB TO I..••.• TAI TY. REFER TO ROOFTOP UNIT SCHEDULE FOR NOT USED. ... .._.. .... _ MAINTAIN ROOFING WARRANTY.10 1 2 i 40 � I ADDITIONAL REQUIREMENT,,. .. I i IkRE:02/Mll.o c _. + _. .. ; FOR CONT. `��'�.\ ` a INSTALL CEILING MOUNTED EXHAUST FAN. TRANSITION FROM FAN gg NOT USED. t.... j �u DISCHARGE TO DUCT SIZE SHOWN AND EXTEND UP THROUGH ROOF. I _ , EF 2 I � I .,, . - 2 � .''1� i I I I I , � .,- Ot ROOF JACK, STORM COLLAR, AND ALL-WEATHER CAP. TERMINATE 21 �.OT USED. L03 - `- �Y 444---"' �'', DUCT PER CODE A MINIMUM OF 10'-0" DISTANCE FROM ANY OUTSIDE . I X , I ! 8 f � ! I f3 - 0 ' _.. :::. :_.... ___. .. ••-::. ::::::::L.. ....... ..... ::::.. ..... -:..�.. .-... - U ': � ---� , \, AIR INTAKES INTO BUILDING REFER TO EXHAUST AND VENTILATION FAN : � ' EF , :.:. :. :_i..... _ ... _......................__.... I 16 1 ' 1 2 ... r" "I L..�.. I ' "' """"'"`"""""' i , SCHEDULE FOR ADDITIONAL REQUIREMENTS. ® FLASH DUCT PENETRATION THROUGH FLOOR. SEAL ANNULAR SPACE OF __._. ... 1) ; 3 I i r'r... , Td FLOOR PENETRATION WITH 3M CP25 FIRE CAULX. .l ?� I I J •• i r:'J. . RE. —' , 00 I i 10"X 0 - "�', L J --- �j i — ❑3 120 VOLT THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR, •- _...____.._...... _.... _.. ............'.,. ..._...... .. ... �......... -- -- ,' ( UF' "� r j• INSTALLED AND POWERED BY ELECTRICAL CONTRACTOR. MOUNT ON WALL �' 11�';�= I r ... J %............. ._ ..� w NOT USEC. -_-, 0"X16 P . : a I' i SF , _.. .? _ 3 SF 4 SF 4 4 I t1` , AT 48 A.F.F.. 2 3 ❑ NOT USED. 1 -�- ��� - 0' /M .0 FOR CONT. � 4 INSTALL SUPPLY FAN MOUNT AT 14 FEET A.F.F. TO CENTERLINE. - / COORDINATE EXACT MOUNTING HEIGHT ANU LOCATION WITH ARCHITECT. I 16' 16 - -_ -1 ._ RTU - ! ! ® PROVIDE TRANSFER GRILLE. MOUNT BOTTOM OF GRILLE AT A MINIMUM OF UP 2 C�� ..��" 10'-0" A.F.F.. ❑ CEILING MOUNTED TEMPERATURE SENSOR. REFER TO TEMPERATURE SENSOR MOUNTING DETAIL ON SHEET M-2 FOR ADDITIONAL. INFORMATION. ® PROVIDE 120V RUSKIN, MODEL SD50 EQUIPPED AND WIRED WITH RUSKIN SMOKE DETECTOR ACCESSORY SMOKE DAMPER ASSEMBLY IN DUCT. 6 12"X18" ARCHITECTURAL DOOR LOUVER. REFER TO ARCHITECTURAL DOOR ' � " � ❑ INSTALL SMOKE DAMPER IN STRICT ACCORDANCE WITH DAMPER t2__.. 'a RTU 1 I I SCHEDULE FOR ADDITIONAL INFORMATION. MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXTEND DUCT THROUGH I H� WALL TO ACCEPT SMOKE DAMPER AND PROVIDE END FLANGE FULL FACE F71I n7 10"0 BATHROOM/JANITOR EXHAUST DUCT FROM BELOW, CONTINUE SIZE OF RETURN GRIL' IE USING TURNED IN FLANGE. I �2_. _._ .-_- �- ' THROUGH ROOF. TERMINATE WITH ROOF JACK, STORM COLLAR, AND -- - � RTV - _ • fi I I PROVIDE 120V RUSKIN MODEL SD50 EQUIPPED AND WIRED WITH RUSKIN ALL-WEATHER CAP. TERMINATE JUCT PER CODE, A MINIMUM OF 1 U -0" G 1 1 5 1....• DISTANCE FROM ANY OUTSIDE INTAKES INTO BUILDING AND 3'-0" AWAY SMOKE DETECTOR ACCESSORY, SMOKE DAMPER ASSEMBLY IN DUCT. Tl� FROM EDGE OF PARAPET WALL. REFER TO VENT THROUGH ROOF DETAIL MANUFINSTALACTURER'S SMOKE DAMPER IN STRICT ACCORDANCE WITH DAMPER i - �--' ON SHEET M2.0 FOR ADDITIONAL INFORMATION. ACTURER S INSTALLATION INSTRUCTIONS. EXTEND DUCT THROUGH OF 3 WALL TO ACCEPT SMOKE DAMPER. - - - _ _ _ ..... . ._. _... _ ....... "_ ... .... .. ...�=.t:: :"" �:z:::: r:-: =� +: r::f::::x;::►: -+-:F::::: :::... .... 8 NO'I USED. ❑ ® NOT USED. `s CT PER OT UbED Li .. .......... .3rx�x-s�r.xmTaa:a;sam.-.-ex asr_a:c .-r.m-carr r..�a=- n-.•r.r. arvr.mrec-szr..ae- ..a.;rr.----�.r.= -^.rr.-as r..-mx.s.--a.sr-�9j ..L..�_.... ❑ . 1 9 INSTALL ROOF MOUNTED EXHAUST FAN ANO CURB TERMINATE DU N _ ..__.. _._.........._ - __ - _ __ __ .._ ." .-........_......___............_._-. __... ......... '.....�._..`f..."...._....................._...._..._........._..... ......................"....._.........................._ .__. .. �u) - """ """ -' '"'-"� "' I DL�AIL. REFER TO THE EXHAUST FAN DETAIL AND EXHAUST AND 0 1 0 0 " » o o O U ____ VENTILATION FAN SCHEIU' E ON SHEET M[.0 FOR ADDITIONAL REQUIREMENTS. EXHAUST FAN SHALL OPERATE WHEN ROOM TEMPERATURE NOT USED. AT THERMOSTAT EXCEEDS ;10 DEGREES FAHRENHEIT. INSTALL INFRARED HEATERS. MOUNT HEATERS AT A MINIMUM OF 7'-0" r��, _ FIR TFL, r ' 0 INSTALL ELECTRONIC PROGRAMMABLE THERMOSTATS WITH REMOTE SENSORS AFF AND MAINTAIN REQUIRED CLEARANCE TO COMBUSTIBLES. REFER TO �.'S �2'�1 Sol QOR PLAN �J� \ '� \ �/ I ( I FOR RTU-1, RTU-2, AND RTU-3. MOUNT AT 48" A.F.F. AND PROVIDE INFRARED HEATER SCHEDULE ON SHEET M2.0 iOR ADDITIONAL 1/8"�1'-0" CLEAR LOCKING COVERS FOR THERMOSTATS. INFORMATION. �.........._....... ., NOT USED. TRUE 11 WALL MOUNTED TEMPERATURE SENSOR. MOUNT AT 48" r;.F.F.. ❑2 PROVIDE 30"X30" TITUS, MODEL T-700L WITH AUXILLIARY FRAME DOOR 3❑ 120 VOLT TWO-POLE THERMOSTAT FURNISHED BY MECHANICAL GRILLE. INSTALL BOTTOM OF GRILLE AT V-6" A.F.F.. CONTRACTOR, INSTALLED AND POWERED BY ELECTRICAL CONTRACTOR. MOUNT AT 60" A.F.F. WITH A BLOCK OF 1" THICK INSULATION, REFER 10"o DOWN __ _ a INSTALL ROCF MOUNTED EXHAUST FAN AND CURB IN THIS LOCATION. TO SPECIFICATIONS OF DUCT INSULATION FOR REQUIREMENTS. ........-.. .__......_.._......«-.__.... x. -.___._.._..._.... •:n:ream..»...................... :a:n:•u;;a ...»»." ....v,ua un:,, 7:':n: ya.»� p» »ti,. 4 a:nn u u D w i _., a_ ..a.a.,� _ - .-•-__- __- _. __...... ;......s 1 X14 DOWN- TERMINATE DUCT PER DETAIL REFER TO EXHAUST FAN DETAIL AN ® TERMINATE EXHAUST DUCT 6 BELOW MEZZANINE FLOOR PENETRATION. .. ...... ... ..... " -?-- i I EXHAUST AND VENTILATION FAN SCHEDULE ON SHEET M2.0 FOR 7 4.4.__�..im I I_ . �; I I Y PROVIDE A WIRE MESH SCREEN OVER THE OPENING. 0 RE:01/M-1 0 i i ADDITIONAL REQUIREMENTS. I E I ! FOR CONT. 14"X14" DUCT NOT USED. IT- ' -- I I I i MECHANICAL EQUIPMENT SUPPLER AND INSTALLEDED SMOKE DETECTOR. DUCT BY MECHANICAL IS TO BE ISHED_.... _....."._...._... _ _........_ I `` _........1.._.... �........... .....� , INSTALL OWNER FURNISHED RADIANT TUBE HEATER IN THIS LOCATION. SMOK TOR TO RUN MOKE UT DOWN 170 !i O O O OO EF CJ UPONEDETECC ON 0 SMOKE. CONTROL WIRING BY DETECTORMECHANICAL SH CONTRACTOR UNIT AND ,. REFER TO RADIANT TUBE HEATER SCHEDULE ON SHEET M-2 FOR 9 POWER WIRING BY ELECTRICAL CONTRACTOR. INSTALL AND WIRE REMOTE ADDITIONAL INFORMATION. MOU,�T BOTTOM OF UNIT, PER C i3 '. w �, " ", M w 4 » »a ANNUNCIATORS AND RESETS IN A LOCATION APPROVED BY THE CODE OFFICIAL. MANUFACTURER'S INSTRUCTIONS, A MINIMUM OF 15'-0" A.F.F.. t- 30 X30 I _ 30"X30" 30X30 30 X30 PROVIDE ACCESS DOORS TO ALL SMOKE DETECTORS. PROVIDE 5" CATEGORY III VENT FOR RADIANT TUBE HEAL QRS TO li 17 ww�z i.j ® I 1 I PROVIDE SUPPLY REGISTER. MOUNT BOTTOM OF REGISTER AT A MINIMUM EXTEND UP THROUGH ROOF AND TERMINATE WITH ROOF JACK, STORM f� 580 m COLLAR AND ALL WEATHER CAP. TERMINATE VENT PER CODE, A MINIMUN• OF 36 ABOVE ANY INTAKE WITHIN 10'•-0". ao +I EF ! EF EF EF 1❑6 PROVIDE RETURN GRILLE. MOUNT BOTTOM OF GRILLE BETWEEN BAR it I 1_s1 n 1 I 13 -. ... .-..:.....................................- ...... 1.i I ��� 1 JOISTS AS HIGH AS POSSIBLE. �/ " 580 5 _.._._.:.... �.. .._. ..::.::.: -. ._._... _ ,::.:. 6 ..._ 8 Q SUMMED _... _. - MECHANICAL GENERAL NOTES OWNER FURNISHED EQUIPMENT NOTE I _rc 1. ALL DUCT DIMENSIONS OP' DRAWINGS ARE NET INSIDE DIMENSIONS. THE FOLLOWING HVAC COMPONENTS SHALL BE FURNISHED BY OWNER. AND 16"X10" � RH rRH� �� , i DOWN /i 1 5"0 VENT IJP EV e INSTALLED BY THE MECHANICAL CONTRACTOR: 24"X14" / THROUGH ROOF 2. LOCATION OF ALL. GRILLES, DIFFUSERS, AND REGISTERS SHALL BE COORDINATED WITH LIGHTING .AND REFLECTED CEILING PLANS. -ALL EXHAUST AND VENTILATION FANS RE: O1/M-1 3. PROVIDE TURNiiri; VANES IN ALL SQUARE 90 DEGREE ELBOWS. L PROGRAMMABLE THERMOSTATS AND REMOTE SENSORS FOR CONT. C4*0 ) --ROOF T01 UNITS --ALL SUPPLY FANS O no OQ O 4. CONTRACTOR SHALL COORDINATE AIR CONDITIONING DUCTWORK, --ALL UNIT HEATERS PLUMBING, AND SPRINKLER PIPING TO AVOID CONFLICTS AND MAINTAIN -ALL INFRARED HEATERS I EQUIPMENT ACCESS AND SERVICEABILITY. -ALL RADIANT HEATERS 5. CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS. THE OWNER SHALL FURNISH ALL ACCESSORIES LISTED IN THE ABOVE SLEEVES, AND HANGING DEVICES FOR INSTALLATION OF MECHANICAL AND COMPONENT SCHEDULES. ACCESSORIES MOUNTING HARDWARE, AND OTHER PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL APPURTENANCES REQUIRED FOR INSTALLATION NOT LISTED IN THE _1� I COORDINATE INSTALLATION OF SUCH DEVICES WITH UENIERAL CONTRACTOR. SCHEDULES SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACYOR MUST FURTHER VERIFY WITH THE STRUCTURAL ENGINEER CONTRACTOR. THAT THE DEVICES ARE ADEQUATE AS INTENCED AND DO NOT OVERLOAD THE BUILDING'S STRUCTURAL COMPONLATS IN ANY WAY. i ••._ PROVIDE ALL NECESSARY FITTINGS FOR RISES AND OFFSETS IN »..._"_...J...........I_-........"....__._.._.....»_._._..»....-..._.".»._....."...................._..... ......"....".._J" L.."" .._....._.._..._".._"..._"."_.» .__,.. _... ..._—. ! 1 ...._... J DUCTWORK AND PIPING FOR PROPER INSTALLATION. -- - REFERENCE ONLY 7. REFER TO MECHANICAL SPECIFICATIONS FOR FURTHEP. INFORMATION. NOT APPROVED WITH THIS PERMIT 1902 MEZZANINE PLAN w 1/8 1'-0" NOTE: CONTRACTOR SHALL 3ROVIDE ONE YEAR THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING TRUE LABOR WARRANTY ON ALL OWNER SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SC14EMATIC IN NATURE AND NOT TO BE USED FURNISHED EQUIPMENT. AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND CONTRACTOR SHALL PROVIDE 1" THICK DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR THROW-AWAY FILTERS FOR 50FF GRILLES RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE y ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION 1 OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENT'S. - r VIA Larson Binkley, Inc. T 913 383-2621 A', d1 6363 College Blvd., Suite 400 F 913-"383-2831 / Overland Park, Kansas 66211 lorsonb.'ikley.com EXPIP.AT , Dr';iE:: 12!31101 COPY;IG'+T 2007 �. I �� DISCLAIMER: _ SHEET TITLE:JOB NUMBER: SPLET NUMBER: ® Office of William A. Amor, Architect THIS DRAWING IS AN 01200703.09 Architecture • For,nsics • F_ducation INSTRUMENT OF SERVICE AND MECHANICAL THE PROPERTY OF AMERICA'S gg W & 68th PARKWAY PROJECT MANAGER: PLAN TIRE COMPANY AND SHALL RVM REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR ,-RAWN BY: SHALL BE RESTRICTED 1'0 -- — TIRE ) THE ORIGINAL SITE FOR CURT ROHNER � 1672Sky**Ddw WHICH IT WAS PREPARED. CHECKED BY F(dwton, CA ;12831 PUBLICATION THEREOF IS DATE: PhAax(714)MMI �— — — -- I EXPRESSLY LIMITED TO JOE CAHILL 3/30/2007 3� �4 SUCH. lI I 0120070309M•..dwq 03' 09-0? 14:51 Wornog.jowors 1. :� `: �{�, Pa'-`N �1�".� !„R4,'°'�... •, '����'�+ ���V`•; �!„n, ' 41 .1ri1U"�•!".Rr:KT,lv ' .'-. ' . 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Ili 5: ,F,i••4/ I GRILLE REGISTER AND DIFFUSER SCHEDULE UNIT HEATER SCHEDULE - ROOFTOP UNIT SCHEDULE CONTROLS SEQUENCE MARK _ _ A — B C — D _ E MARK(UH-#) 1 --_ _ MARK(RTU-S) - 1 2 _ _ 3 MANUFACTURER T1TUS _ Tl iUS TITUS TITUS TITUS MANUFACTUkER RAYWALL MANUFACTURER CARRIER _ CARRIER CARRIER PROVIDE ALL NECESSARY ELECTRONIC TEMPERATURE SENSORS, DAMPER MODEL,- TTx — Tlx �— SOFA TDC SOF MODEL __, fiF89fiT2M _ MODEL _ 48HJ F-006 48HJ-F-0O6 48HJ F 006 SUPPLY AIR DUCTWORK ACTUATORS, MIXED AIR TEMPERATURE CONTROLLER OUTDOOR AIR TYPE LOUVERED FACE LOUVERED FACE EGGCRATE FILTERED LOUVERED FACE EGGCRATE RETURN TYPE ELECTRIC AIR FLOWW(CFM) _- 1,800 1,800 ^_ 1,810 TEMPERATURE SENSORS, MIXED AIR TEMPERATURE SENSORS, CONTROL SUPPLY DIFFUSER SUPPLY DIFFUSER RETURN GRILLE SLIPPLY DIFFUSER GRILLE AIR FLOW CFM 250 OA FLOW(CFM) _ _ 540 540 540 RTU TRANSFORMERS WITH SECONDARY OVERLOAD PROTECTION, CONTROL CABINETS; - ____ ___ - _ __ ELECTRIC HEAT AMBIENT OAT F 9067 90/87 30/87 NEW HVAC ROOF-MOUNTED RETURN AIR pUC1WORK WIRING ANQ CONDUIT TO ACCOMPLISH THE FOLLOW'NG SEQUENCE OF } N_FZK 8112(L"XW") PER PLAN^ - PER PLAN 22"X22" PER PLAN 22"X�0"� INPUT(WATTS) 4,200 EXTERNAL STATIC(IN.W.C. 05 05 05 a 1 EQUIPMENT OPERATION: FP CE SIZE L"XW" 24"x24" 24"x24" _ 24"x24" 12"x12" 24"x12" OUTPUT(BTU/HR) 14,330 DX COOLING COIL -- EXHAUST AIR DUCTWORK FRAME TYPn �� _ LAY-!N _ LAY-IN LAY-IN SURFACE LAY-IN <ECTRICAL EAT('FDB/WB) — 80/67 - 80167 _r 80167 _ ® OCCUPIED MODE: FINISH OFF-WHITE OFF-WHITE OFF-WHITE OFF-_WHITE OFF-WHITE VOLTS/G/HZ _ A 20811/60 v� TOTAL(BTU/HR) 62,480 -� i --62,480 - �62,480 -- EF NOISE CRITERIA LEVEL - <30 <30 <30 <30 <30 MOTOR HH 1/100 SENSIBLE (BTU/HR) 43,750 43,750 43 750 CEILING EXHAUST FAN WITH ELECTRIC THERMOSTAT STIR OBD STIR MCA(AMPS) 25 UNIT EFFICIENCY 13.0 SEER 13 0 SEER 13 0 SEER 1 EQUIPMENT DESIGNATION � THE SUPPLY FAN SHALL RUN CONTINUOUSLY AND THE OUTSIDE AIR ACCES'3URIF.S --- DAMPER SHALL OPEN TO THE MINIMUM POSITION TO DELIVER THE NOTES I 1 1 MOCP (AMPS) _30 GAS HEAT REMOTE TEMPERATURE SENSOR SCHEDULED QUANTITY OF VENTILATION AIR. MARK F G H I APPROX. WEIGHT(L I3S 30 FUEL_ —NATURAL GAS NATURAL S NATURiAL GAS MANUFACTURER- TITUS TITUS TITUS TITUS ACCESSORIES US INPUT(BTU/HR) 150,000 150,000 150,000 EF ROOF MOUNTED EXHAUST FAN WITH _ - - -__-� , HEATING EFFICIENCY 60 0 A WHEN THE SPACE TEMPERATURE RISES ABOVE THE OCCUPIED COOLING NO'S OUTPUT(BTU/HR) 120,000 120,000 120,000 6 EQUIPMENT DESIGNATION DUCT SMOKE DETECTOR Mpp� 300RS 300RS 350ZRL 33RFL ... SETPOINT OF 75-F (ADJUSTABLE) THE DX COOLING SHALL_ BE ENERGIZED. TYPE SUPPLY REGISTER SUPPLY REGISTER SIDEWALL RETURN FILTERED RETURN ACCESSORIES, F U E. 80.0 A F.0 E 80 0 A F U E NOTE DESIGNATION WHEN THE SPACE TEMPERATURE DROPS BELOW THE HEATING SETPOINT OF _ v_ GRILLE GRILLE _ DS-OISC,ONNECTSWITCH ELECTRICAL �1 70'17 (ADJUSTABLE) THE FIRST STAGE OF HEATING (GAS HEATING) SHALL NECK� lL„Xw�') _ --_ 24"x10" 12")aB" 12"�" 24"X14" VOLTS/0/HZ _ 20813/60 20813/ 208/x/60 1 SF SUPPLY FAN WITH EQUIPMENT BE ENERGIZED. IF THE SPACE TEMPERATURE CONTINUES TO DROP, THE FACE SIZE(L"XW'j — 26"X12° 14"Xe" 14°Xg" — 26'X16" NOTES: MOTOR HP Y � _� � 24 � 2.4 � 24 DESIGNATION SUPPLY REGISTER FRAME TYPE _ _ _ DUCT MOUNT SURFACE MOUNT SURFACE DUCT MOUNT - 1)PROVIDE MOUNTING BRACKET UNIT MCA 28 9 28.9 28 9 SECOND STAGE OF HEATING GAS HEATING SHALL BE ENERGIZED. FINISH— _ 3 _ MOCP AMPS_ 35� 3S 35 ( ) OFF-WHrE OFF-WHITE OFF-WHITE OFF-WHITE 2) PROVIDE BUILT IN FACTORY NON-ADJUSTABLE _ _ RETURN GRILLE WITH FILTER NOISE CRITERIA LEVEL <30 <30_ _ <30 <30 THERMOSTAT THERMOSTAT TO LIE PRESET FOR 50°F. APPROX.WEIGHT(LBS) -_ 730 730 730 RH RADIANT HEATER UNOCCUPIED MODE: _ -- �- -- _- 1 ACCESSORIES OBD OBD OBD ACCESSORIES RC,EC,BR RC,EC,BR,C:O RC,EC,BR AFF ABOVE FINISHED FLOOR WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED COOLING NOTES 1 1 1 1,3 -` NOTES 1, - 1 �� 1, SETPOINT OF 85'F (ADJUSTABLE) THE SUPPLY FAN SHALL RUN, THE ACCESSORIES: BRITISH THERMAL UNIT OUTSIDE AIR DAMPER SHALL REMAIN CLOSED, AND THE DX COOLING ACCESSORIES: INFRARED HEATER SCHEDULE EC ECONOMIZER BR-BAROMETRIC RELIEF RC ROOF CURB CO CONVENIENCE OUTLET v SUPPLY DIFFUSER WITH TYPE AND BTU SHALL BE ENERGIZED. 08D-0PPOSED BLADE DAMPER, STI SQUARE TO ROUND TRANSITION(V/HERE REQUIRED,SEE PLAN) MARK(IH•S) 1.2 300 CFM DESIGNATION CUBIC FEET PER MINUTE MANUFACTUFER - Q MARK_ NOTES: CFM WHEN THE SPACE TEMPERATURE DROPS BELOW UNOCCUPIED HEATING NOES: MOCF HRK42020 1) PROVIDE 14” HIGH FACTORY-FABRICATED ROOF CURB 017 RETURN AIR GRILLE WITH TYPE AND DB DRY BULB SETPOINT OF 65'17 (ADJUSTABLE) THE SUPPLY FAN SHALL RUN. THE 1) REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS TYPE ,!!SOLAR LOW DENSITY 2) SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE OUTSIDE CFM DESIGNATION OUTSIDE AIR DAMPER SHALL REMAIN CLOSED. AND THE FIRST STAGE OF 2) TWO WAY THROW F.EL PUT HEAT AIR DAMPER SKALL FULLY CLOSE ON UNIT SHUTDOWN. 300 ENTERING AIR TEMPERATURE HEATING (GAS HEATING) SHALL BE ENERGIZED. IF THE SPACE 3) PROVIDE 1"THICK THROWAWAY FILTERS INPUT(WATTS) 2,000 EAT _ _ 3) PROVIDE FACTORY MOUNTED UN-POWERED 120 VOLT DUPLEX SERVICE RECEPTACLE SHEET METAL DUCTWORK ELECTIC OPERATED DAMPER TEMPERATURE CONTINUES TO DROP, THE SECOND STAGE OF HEATING (GAS OUTPUT(BTU/HR) 6,826 ELECTRICAL CONTRACTOR TO WIRE EOD HEATING) SHALL BE ENERGIZED. EL'ECT'RICAL 14) PROVIDE OUTSIDE AIR ECJNOMLZER WITH DUAL ENTHALPY CONTROLS HORSE POWER ___-___�—__ VOLTS/01HZ —_208/1160 5) PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTOCHANGEOVER CAPABILITIES HP WHEN THE SPACE TEMPERATURE IS BELOW THE UNOCCUPIED COOLING RADIANT HEATER SCHEDULE MCA(AMPS) 11 6) PROVIDE 5 MINUTE TIME DELAY ON COMPRESSOR RESTART ! FLEX DUCTWORK SETPOINT AND ABOVE ThE UNOCCUPIED HEATING SETPOINT, THE SUPPLY 1 2 APPROX.WEIGHT LBS OA OUTSIDE AIR FAN SHALL BE DE--ENERGIZED AND THE OUTSIDE AIR DAMPER SHALL. MARK .. )— NO 1 � CLOSE-. MANUFACTURER SOLARONICS - --- r 120 VOLT MOTORIZED f1AMPER TYP TYPICAL MODEL ---- _- STG 130-35MCN —_M- NOTES: EXHAUST AND VENTILATION FAN SCHEDULE °- ECONOMIZER DURING OCCUPIED AND UNOCCUPIED MODE: OAS INPUT BTU/HRL 13(',000 _ 1) FACTORY FURNISHED WIRE GUARD. 2 W WATTS VOL-�0w 120/1/60 2) FACTORY FURNISHED ADJUSTABLE MOUNTING BRACKETS _ ACTURER 13R�Er6EFt� �r6ER 3 IF THE OUTDOOR DRY BUI-8 TEMPERATURE IS BELOW 75 DEGREES F. AND MOUNTING HEIGHT fT) 15' —_ _ i 3) DISCONNECT SWITCH PROVIDED BY ELECTRICAL CONTRACTOR - — '- �-— WB WET BILL B THERE IS A DEMAND FOR COOLING, THE OUTDOOR AIR DAMPER AND THE NOTES 1.2 --�- CEIL`L�rZG MANUAL VOLUME DAMPER RETURN AIR DAMPER SHALL MODULATE TO PROVIDE A MIXTURE OF OUTDOOR �� DRIVE TYPE i -_ 161`�f-� �iRDIRECT ..� AIR AND RETURN AIR TO SATISFY THE COOLING DEMAND. IF THE OUTDOOR AIR 10 h ANCE yp ;�1MPER IS WIDE OPEN AND THE SPACE TEMPERATURE SETPOINT IS NOT 1) PROVIDE/,`X4"X5"Y-COUPLER FOR SINGLE VENT TERMINATION STRUCTURE ANCHORAGE SUPPORT STRUCTURE - S4TISFIED, MECHANICAL COOLING SHALL BE ENERGIZED. THE ECONOMIZER 2) PROVIDE NON-ADJUSTABLE THERMOSTAT PRESET AIR FLOW(CFM) - 75 - 75 ABODE WILL BE LOCKED OUT AT OUTDOOR TEMPERATURES ABOVE 75 DEGREES THERMOSTAT TO 50°F ROD STIFFENER EXT STATIC(IN W C) 0 375 0.375 0 375 NOTE: THIS PROJECT MAY NOT USE EVERY SYMBOL OR F. IF THE OUTDOOR AR TEMPERATURE DROPS BELOW 55 Dr"_GREES F. THE ANGLE (IF REQUIRED) FAN SPEED(RPM) 520 6A0 520 DEVICE APPEARING ON THIS LEGEND. ���� COMPRESSOR SHALL BE PREVENTED FROM OPERAT!NG IN THE COOLING MODE. ELVOLTS/ L _ VOLT5if0iHZ 1201180 120/t/60 120/1/60 A SMOKE DETECTOR SHALL DEENERGIZE THE AIR HANDLING UNIT FAN AND SUPPLY FAN SCHEDULE SEISMIC ROD CLAMP FAN MOTOR HP — — -- ---'- _ - CLOSE THE OUTSIDE AIR DAMPER IN BOTH THE OCCUPIED AND UNOCCUPIED MARK sF 11 1-3 (IF REQUIRED) ROD COUPLING FAN MOTOR WATT'S 40 - 40 40 — MODES WHENEVER SMOKE IS SENSED BY SMOKE DETECTORS. O O ACCESSORIES BD so — BD MANUFACTURER APPROX. WEIGHT(LBS) 25 _ 25 25 • SERVES WOMEN'S RESTROOM O:EN'S RESTROOM JANITOR'S CLOSET 2,3 SIE: CONTRACTOR SHALL PROVIDE ONE CONTRACTOR SHALL PROVIDE 1" THICK ALL WEATHER VENT CAP MVE TYPE LI_•• THREADED ROD -NOTES YEAR LABOR WARRANTY ON ALL THROW-AWAY FILTERS FOR 5OFF GRILLES TYPE l _ � PNCE AIRCRAFT CABLE J 0 0 MARK(EF 4 OWNER FURNISHED EQUIPMENT. _ AIR FLOW(CFM) 7,600 1 _ EXTERNAL STATIC(IN W.0) 0 DEL• — TYPE TJ-fi€61"AN 6�AN _ FAN SFEED(RPM) 1 DRIVE TYPEEL'� - - EXHAUST FAN ELECTRICAL _ - G VOLTS/OUHZ 120/1/60 ORLOW( SOLDER ALL ROUND- FAN MOTOR HP 114 AIR FLOW(CFM) _ 0.3 5700 STORM COLLAR FAN MOTOR WATTS _ EXT STATIC(IN W C 1 0.3 0.125 APPROX. WEIGHT(LB8) _ 50 DUCT ROD COUPLING FAN SPEED(RPM) - 1550 735 BIRD SCREEN _._ � ACCESSORIES ELECTRlr.AL _ _ _7__ SECURE EXHAUST FAN .-w�" ADDITIONAL UPPER SUPPORT--/ vOLTSTIai/ -^ 1201/60 1/60 TO ROOF CURB AS -"— — FLASH ANC FLASH PENETRATION � FAN MOTC`R HP 125 314 REQUIRED, (MINIMUM 2 COUNTERFLASH THROUGH ROOF _ FASTENERS PER SIDE) ROOF CURB CO 1) MOUNT FANS AT 14'-0"A.F.F. TO CENTERLINE ACCESRORIES v BD, DS, RC, BS. 7B BO, DS, RC, BS DT TRAPEZE SUPPORT - ROOFING I I Z _ APPROX.WEIGHT LBS— 30 220 WOOD NAILER SEAL ALL ---MINIMUM 8" ROOFING - JOINTS -m .�-..............- ..................... SERVES-- SERVES — COMPRESSOR ROOM SERVICE AREA __ HIGH FACTORY FABRICATED C_ 1X_ = INSULATED ROOF CURB ROOF- INSULATION N0. 10 SELF-TAPPING SHEET METAL NUT—ES ROOF NSULATIONCOMPATIBLE WITH ROOF. - I .._..................... 1......................._..._._._............_..�......................._......... SCREWS O MAXIMUM 12" O.C. 1- ACCESSORIES: ROOF STRUCTURE __ ROOF STRUCTLI _ I 139-BIRD SCREEN, BD-BACKDRAFT DAMPER, DS-DISCONNECT SWITCH, RC-PREFABRICATED I INSULATED ROOF CURB, DT-DAMPER TRAY 22 GAUGE SLEEVE NOTES DAMPFR BTX 1) FURNISH LINE VOLATAGE THERMOSTAT(ELECTRICAL TO IN6TALL) THERMOSTAT TO BACKDRAFT DAMPER 2" TYPICALA!LARUUNL/ ACTIVATE AT 90°F 2) MOTORS PROVIDED WITH INTERNAL THERMAL OVERLQAV PROTECTORS. — 10" EXHAUST DUCT SEISMIC C,\GLE BRACE HOOK 3) PROVIDE INTERNAL PLUG-IN TYPE MOTOR DISCONNECT B :0�MOUNTED EXHAUST FAN DETAIL 0 6 - CEILING SPACE NOT TO SCK E 04VENT THROUGH ROOF F DETAIL NOT TO SCALE RANSVERSE SEISMICABLE RESTRAINT DETAIL 3.73xH A• - q o2 ,NOT TO SCALE WRAPPED INSULATION COVERING RIG!D ROUND DUCT �-- FLEXIBLE DUCT CONNECTION �-{ 20 � 30 N H T T ___ _ — DFOB RIGID ROUND SHEET METAL DUCT " A• A' LAY-IN CEILING BALANCING DAMPER 1 X 20 GAUGE GALVANIZED SUPPORT STRAP � Y0• 30 T-PAR -� REMOTE TEMPERATURE SENSOR ELEVATION TO BE MOUNTED ONTO T-BAR 7, 777 INSULATED TRANSITION W/ FOB FOT GASKET �� HVAC EQUIPMENT SUPPLY DUCT -- /,� EQUIPMENT A• A' TEMPERATURE SENSOR MOUNTING DETAIL IL 1 _ LAG BOLT LAG BOLT 01 — 18 GAUGE SEISMIC TIE DOWN NOT TO SCALE _ - PIAN A 2 RESTRAINT (WHEN APPLICABLE) Q REFERENCE ROVED W TH�IS ONLY BALANCING HANDLE. LOCK INTO INSULATED FLEXIBLE DUCT �1 POSITION AND MARK PERMANENTLY. — SQUARE TO ROUND :E -- FOB FOT COUNTERFLASHING PROTECTION SADDLE ADAPTOR (IF REQUIRED) DUCT OFFSET A ,,,,---ROOFING DIFFUSER STARTER COLLAR MINIMUM 4"). TREATED WOOD NAILER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING ( SECURED TO CURB SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED -- -- - PLAN VIEW PLAN VIEW PLAN VIEW CANT STRIP AS A SHOP DRAWING; THEREFORE, INCLUDE_ ALL MODIFICATIONS REQUIRED TO CONFORM TO ROOF r.IJRB SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND NOTES: 1) PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBMLD ON THE CEILING - /-ROOFING DIMENSIONS O ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR ' INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND INSULATION RESPECTIVE DOCUMENTS, THESE E�tia�`;TS ARE SHOWN FOR REFERENCE AND SHALL_ BE VERIFIED PRIOR TO CONSTRUCTIDN AND THE ENGINEER ASSUMES NO LIABILITY FOR THE WITH AN ADDITIONA_ DRAWBAND. L Y DIFFUSER WITH -P- - ACCURACY OF THESE ELEMENTS. NO DESIGN KCSPONSIEIILITY IS ASSUMED FOR ANY PORTION SUPPL D USE _ A �2 A � ROOF INSULATION OF THE WORK. THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE 2) PROVIDE BEADING ON ROUND METAL DUCT 12" OR UIRGER IN DIAMETER. LAY-IN FRAME (SURFACE MOUNT FRAME SIMILAR) 4S' FOT O • yy 11.2 W � -� FOB � h-- ROOF STRUCTURE REQUIREMENTS. I 3) PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUCT TO ROUND (4" MIN.) -A FRAME OPENING WITH -- — - DUCT, DAMPERS AND DIFFUSERS. A STEEL CHANNEL- �pEA PRO 4) BAND RIGID ROUND DUCT INSULATION TO =;T AND PROVIDE TAPE FOP. INSULATION BRANCH DUCT ELEVATION E L EVAT I 0 N E L EVAT I 0 N OVERLAP. 3/8" THROUGH BOLT, WASHERS, r LOCKWASHERS, AND NUT, 2 1.^^ M�•� NOTES: 1) ANGLE A = 30' WHEN AiR FLOWS IN DIRECTION OF ARROW (SUPPLY AIR). MINIMUM EACH CHANNEL — �5�" DI _, . SER CONNE DE1 AIL � 7 NOT 5^.ALE 2) ANGLE A = ?A' WHEN AIR FLOWS IN OPPOSITE DIRECTION OF ARROW (RETURN OR EXHAUST). ROOFTOP UNIT DETAIL } LOW VELOCITY DUCT FITTINGS DETAIL913-383- 6363 r, ^`.f1 r•� `� Larson Binkley, Inc. T 913-383- �, ,. ; •ti�� � 7 05NOT TO SCALE NOT TO SCALE 6363 College Blvd., Suite 400 F 913-383-2831 ;• , '•; t Overland Pork, Kansas 66211 larsonbinkley.com LEX D/D/TF.: 12/31/01 COPYRIGHT 2007NEW _ -- DATE _- DIS^LAIMER: - JOB NUMBER: SHEET TITLE: SHEET NUMBER: - NOffice of William A. Amor, Architect THIS DRAWING IS AN 01200703.09 Arrhiteocture ■ Forensics ■ Education ' INSTRUMENT OF SERVICE AND MECHANICAL DETAILS THE PROPERTY OF AMERICA'S gg W & 68th PARKWAY PROJECT MANAGER: AND SCHEDULES TIRE COMPANY AND SHALL RVM -- REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR CURT KORNER 1672Sky**Ddw► E ) WHICH IT WA:� PREPARED. Fullerton, CA 92831 PUBLICATION THEREOF IS CHECKED BY: DATE: PhAllox(714)870.9531 'EXPRESSLY LIMITED TO JOE CAHILL 3/30/2007 SUCH. —� L — _ — _ 012W70308M2.d"g 03-07-07 15:.1.1 tnn*as.joxera } ` - IME ' - s:vs„ . . •unSae .ww:. .•:to"" Mz°f"+ l�Ar�lM'!�!l7.. .. k .. ��.... , .i:- .. .•r, . n,. h.. �, - rw _' ~' TI rIr rTT rjT Tlf I1♦ r� T ' r �T r�T T�I 11 Tj TIT T�T 11r T .. f I�T I�I I�I 1�I IIIIIII III III (11 11T I�r 1�f 1�1 I�1 I�r r�l TTT 111 1�I iII� 1. < Z I3 1 4 1 1 � I l � e 1 � 9 1 101 1 . 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I — - I -- - ._ . �__ -- -. ----_--.—. ------ I IIII I I1 ,� - I -_ -- R21119 rIXTURE TRIM 1 MSION 15 �FCIEI TIONS PIPE INSULATION 1 2- FIBERGLASS PREMOLUED INSULATION WITH ALL SERVICE JACKETS, MINIMUM DENSITY OF 3.5 PCF THERMAL CONCEAL ALL PIPING IN WALLS, FURRED SPACES, PIPE SPACES, OR ABOVE SUS ,DED CEILING, AS SHOWN ON ACCESSORIES, IN GENERAL, ARE LISTED FOR EACH FIXTURE. THE PLUMBING CONTRACTOR SFip,LL, HOWEVER, / THE DRAWINGS. GROUP PIPING WHENEVER PRACTICAL AIJD INSTALL UNIFORM Y IN STRAIGHT PARALLEL LINES, SUPPLY ALL STOPS, TRAPS, ESCUTCHEONS, CONNECTIONS, ETC., AS NECESSARY TO COMPLETE THE PAL ' -- G_ ENEau CONDUCTIVITY "K" FACTOR OF .24 AT A MEAN TEMPERATURE OF 85 DEGREE FAHRENHEIT PROVIDE AN LINES. INSTALLATION OF EACH FIXTURE, WHETHER SUCH ITEMS ARE LISTED OR NOT. USE POLISHED CHROME PLATED �'ONbiTIONS ADDITIONAL 8 OZ. C.AIJVAS )JACKET WITH ARABOL FINISH AROUND EXPOSED PIPE INSULATION. SQUARELY WITH BUILDING BRASS FAUCETS WITH REMOVABLE TRIM, BODY AND HANDLES. FLUSH VALVES SHALL BE POLISHED CHROME i T PORTION OF WITHIN ONE 1 FOO'i' OF FIXTURE OR EQUIPMENT. PROVIDE ADEQUATE SPACE BETWEEN PIPES SO THAT INSULATION MAY BE APPLIED WHERE_ NECFSSARY. INSTALL PLATED BRASS DIAPHRAGM TYPE WITH INTEGRAL VACUUM BREAKERS, AND SCREW DRIVER STOPS. PROVIDE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL CONDITIONS AND OTHER RELATED INSULATE ALL HOT WATER SUPPLY AND RETURN PIPING TO ( ) ALL EXPOSED PIPING AS CLOSE AS PRACTICAL TO WALLS, COLUMNS, OR OVERHEAD CONSTRUCTION T^ PROVIDE FIXTURE STOPS OR VALVES AHEAD OF ALL EQUIPMENT OR FIXTURES. AFTER FIXTURES HAVE BEEN SET IN DIVISION I, APPLY TO THIS SECTION. DO NOT INSULATE FREQUENTLY SERVICED COMPONENTS, SUCH AS CONTROL VALVES, STEAM TRAPS, PUMPS, MAXIMUM HEAD ROOM AND MINIMUM INTERFERENCE WITH USABLE BUILDING SPACE. PLACE AND SECURED IN PLACE TO WALLS, CAULK ALL AROUND BETWEEN FIXTURES AND WALL WITH WHITE I I'il ETC. ALSO DO NOT INSULATE ADJACENT SERVICE UNIONS AND FLANGES. TERMINATE INSULATION WITH 45 TAPER VERIFY ALL EQUIPMENT DIMENSIONS AND REQUIREMENTS FOR ROUGH-IN WORK. BENDING OR OFFSE17ING OF SILICONE CAULKING. J� AND CANVAS JAOKET. ESCUTCHEON PLATES: WHEN UNCOVERED EXPOSED PIPES AND PIPES PASSING THROUGH FLOORS, FINISHED FURNISH, INSTALL, TEST, GUARANTEE, AND PLACE INTO OPERATION, A COMPLETE, OPERABLE, AND APPROVED FINISHED PIPING CONNECTIONS AND "COCKING" OF FITTINGS OR TRIM WILL NOT BE ACCEPTABLE. DC NOT I MECHANICAL. SYSTEM, AS INDICATED OR DESCRIBED BY THE CONTRACT DOCUMENTS. SECURE AND PAY FOR ALL CLEAN-UP: ALL UNINSUIJATED FITT)NGS, MATERIALS, EQUIPMENT AND STRUCTURES SHALL BE LEFT FREE AND SUPPORT ANY PIPING WEIGHT FROM EQUIPMENT. WALLS OR FINISHED CEILINGS, PROVIDE CHROMIUM PLATED ESCUTCHEON PLATES. ESCUTCHEON PLATES WILL l MATERIALS. EQUIPMENT, LABOR, SUPERVISION, FEES, TESTS, PERMITS, CERTIFICATES OF INSPECTION AND ALL CLEAR OF INSULATING AND COATING MATERIALS. ALSO BE REQUIRED AT PIPING BELOW CABINETS. SUPPORT HORIZONTAL PIPING WITH PIPE HANGERS. DO NOT USE PERFORATED METAL. TAPE. ARRANGE PIPING SO I OTHER CASTS REQUIRED. 13EFRIGERANT P(PING THAT THERMAL EXPANSION DOES NOT CAUSE STRESS. INSTALL AND SECURE PIPING SO THAT HOT AND COLD TRAPS: EACH FIXTURE AVO PIECE OF EOUIPMENT REQUIRING CONNECTIONS TO THE DRAINAGE SYSTEM, SHALL REGULATIONS PERMITS �D INSPECTION UNES, AND LINES OF DISSIMILAR METALS ARE NOT IN CONTACT. BE PLACED AS NEAR THE FIXTURE AS POSSIBLE. TRAPS INSTALLED ON CAST IRON SOIL PIPE BELOW GRADE OR REFRIGERANT FIPAG AND FITTING: ASTM B2b'1, TYPE ACR HARD DRAWN SEAMLESS COi ER TUBING, FACTORY FLOOR SHALL BE CAST IRON. AND DARE. USE FITTINGS FOR ALL - R GRADE MAKE ALL JOINTS CLOSE Q 1 Y PIPING AT A UNIFORM I REGULATIONS: COMPLY WITH ALL APPLICABLE CODES, RALES AND REGULATIONS, INCLUDING ALL BUILDING AND CLEANED, WITH END TAPS; WITH ANSI 816.22 WROiJGHT COPPER FITTINGS, BRAZED USING AWS A5.8 BAG SANITARY. LA SAFETY LAWS RELATING TO BUILDING, PUBLIC HEALTH AND SAFETY. FILLER. INSTALL SUCTION PIPING WI1H 1/2 INCH PER 10 FOOT DOWNWARD SLOPE TOWARD THE COMPRESSOR. TURNS AND OFFSETS, UNIFORMLY GRADE AND COMPACT TRENCHES PRIOR TO LAYING PIPING. PROVIDE FIXTURE BACKING: PROVIDE BACKING FOR WALL HUNG FIXTURES OTHER THAN FOR THOSE WITH CARRIERS. FLUSH PIPING WITH NITROGEN DURING BRAZING PROCESS. PROVIDE ADEQUATE VENTILATION. CONTINUOUS SUPPORTS FOR ALL PIPING. SLOPE PIPING AT �" PER FOOT ON 4" AND LARGER, Y." PER ON 3" CODES: ALL MATERIALS, EQUIPMENT AND WORK MUST BE CONFORM TU APPLICABLE CODES. AND SMALLER, STUD WALLS: INSTALL. 1/4" X 6" WIDE STEEL FIAT BACKING PLATE TO THE INSIDE WEB OF THE STUDS AND ILII I PAY FOR ALL REQUIRED PERMITS AND LICENSES. PIPE HANGERS AND SUPPORTS: PROVIDE MSS TYPE 1 ADJUSTABLE CLEVIS HANGERS WITH INSULATION SECURE TO AT LEAST THREE STUDS BY WELDING OR BOLTING. PERMITS: OBTAIN AND PROTECTION SHIELDS OF 18 GAGE GALVANIZED SHEET METAL COVERING 180 DEGREE OF PIPE, AND A MINIMUM POTABLE WATER: MAKE COPPER JOINTS WITH 95-5 TIN-ANTIMONY OR OTHER NON-LEAD SOLDER. SOLVENT T BE INSPECTED AND APPROVED BY LOCAL OF 12 INCHES LONG, MSS T�`PF 40. FOR PIPE SIZES 2-1/2- AND LARGER ALSO PROVIDE INSULATION WELD PVC PIPING JOINTS. USE DYE COLORED PRIMER ON JOINTS ?RIOR TO SOLVENT ADHESIVE. NOTE: NO CONCRETE WALLS: SECURELY FASTEN STEEL BRACKETS WITH HEAVY EXPANSION SHIELDS AND BOLTS OF INSPECTIONS: WHEN REQUIRED BY CODE, ALL WORK MUS PROPER LENGTH. AUTHORITIES. PRIOR TO FINAL APPROVAL, FURNISH THE ARCHITECT/OWNER WITH CERTIFICATES OF INSPECTION INSERTS, AND MAINTAIN VAPOR BARRIER, MSS TYPE 30. PROVIDE CONTINUOUS THREADED RODS ViITH PORTION 01- PVC PIPING SHALL BE LESS THAN 18" BELOW GRADE. UTILIZE COPPER PIPE FOR ALL RISERS. TURNBUCKLES AND LOCK NUTS AT EACH CONNECTION. HANGER SPACING AND ROD SIZES SHALL COMPLY WITH TI N WITH MALE PVC AND FEMALE COPPER FITTINGS. ALL INDIRECT WASTE SHALL BE PIPED TO NEAREST FLOOR SINK AS REQUIRED. Ill I AND APPROVALS BY LOCAL AUTHORITIES. MAKE PVC TO COPPER CONNE. CO r MSS STANDARD SP-69. QESLQN �RAWINGQ REFRIGERANT PIPING INSULATION: PIPE INSULATION SHALL BE FLEXIBLE ELASTOMERIC, EXPANDED CLOSED-CELL NATURAL GAS: INSTALL PER THE CORPORATION COMMISSION'S INSTALLATION STANDARD. MAKE THr<r�DED IOINTS HYDRANTS AND B�$S DESIGN DRAWING'S ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO DEFINE THE BASIC FUNCTIONS REQUIRED. INSULATION WITH A FLAME SPREAD OF 25 AND A SMOKE DEVELOPED OF 50 AS TESTED PER ASTM E 84. BY APPLYING TEFLON TAPE TO MALE THREADS. PROVIDE BRONZE HOSE VALVE, 3/4" THREADS, INTEGRAL VACUUM BREAKER, VANDAL-PROOF LOCKSHIELD WITH IIII PROVIDE ALL WORK, MATERIAL., ETC., NECESSARY TO ACCOMPLISH THESE REQUIREMENTS. MINOR DEVIATIONS THERMAL CONDUCTIVITY = 0.27 81U IN/HR FT SQ. DEGREE FAHRENHEIT (ASTM C 117) WATER VAPOR PROVIDE A COMPLETE GAS PIPING SYSTEM TO SERVE GAS FIRED HVAC EQUIPMENT, DOMESTIC WATER HEATER'S WHEEL HANDLE. WALL MOUNTING WITH STRAIGHT NOSE OR BENT OR INVERTED NOSE ACCEPTABLE IF MORE FROM THE DESIGN LAYOUT ARE ANTICIPATED AND ARE A PART OF THE WORK INCLUDED, HOWEVER, NO PERMEABILITY - 0.20 (ASTM E98) REFRIGERANT SUCTION PIPING INSULATION THICKNESS SHALL BE 1/2". AND EQUIPMENT FURNISHED BY OTHERS, AS NOTED ON THE DRAWINGS. PROVIDE EITHER THREADED STEEL OR SUITABLE FOR SPECIFIC INSTA�LATIO11. CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE PERMITTED. DO NOT SCALE THE DESIGN INSTALL INSULATION PER MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. JOIN ALL SLIT SEAMS AND MALLEABLE IRON PIPE WITH MALLEABLE FITTINGS OR WELDED STEEL. PROVIDE ALL UNIONS, SHUT-OFF VALVES MISCELLANEOUS SPECIALTIES: DRAWINGS. MITERED FITTING COVERS WITH MANUFACTURER'S CONTACT CEMENT. FINISH OUTDOOR PIPING WITH TWO COATS AND DIRT LEGS REQUIRED BY NFPA-54 AND GOVERNING LOCAL CODES AND AT EACH GAS APPLIANCE I IF A L'ONFUCT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, PROMPTLY NOTIFY THE OF MANUFACTURER'S WEATHER RESISTANT FINISH. REFRIGERANT PIPING INSULATION SHALL. BE ARMSTRONG III CONNECTION. PROVIDE ALL TESTS METERS INSPECTIONS, HANGERS AND EQLIIpWENT CONNECTIONS REQUIRED TRAP PRIMER: AUTOMATIC PRIMER VALVE, ALL BRONZE. PROVIDE ACCESS PANEL WHERE CONCEALED. ARCHITECT OR ENGINEER. INTERPRETATION MADE SHALL BE CONSIDERED PART OF THE CONTRACT. ARMAFLEX WITH ARMSTRONG 520 CONTACT ADHESIVE AND ARMSTRONG WB ARMAFLEX FINISH, OR EQUIVALFAT. FOR A COMPLETE AND OPERATING SYSTEM. PROVIDE BLOCKING AT EACH PINE SUPPORT. ROUGH-IN AND f-INAL CONNECTIONS WATER HEATING S � QUALIFICATION Q� WbRKMEN WATER HEATER: fI;III GRILLES. REGISTER5_ AND DIFFUSERS PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR ALL FIXTURE AND EQUIPMENT REQUIREMENTS. THE CONTRACT USE SUFFICIENT JOURNEYMEN CRAFTSMEN AND COMPETENT SUPERVISORS TO ENSURE PROMPT, PROPER, AND IFF S�RS: RECTANGULAR FIXED PATTERN TYPE FACE PATTERN SHALL BE SELECTED TO SUIT AIR PATTERN _ F WORK. D U E ( DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE REQUIRED <UL'GH-IN, HOWEVER, ALL DETAILS AND UL APPROVED, STORAGE TYPE WITH GLASS LINED TANK. F13ERGlASS INSULATION WITH DECORATIVE METAL I SAFE EXECUTION 0 0 REQUIRED). REMOVABLE CORE/OPPOSED BLADED VOLUME CONTROL/ENAMEL FINISH. DIMENSIONS SHALL BE DETERMINED FROM INFORMATION OBTAINED FROM THE SUPPLIER OF THE ITEM. THIS JACKET. MAGNESIUM ANODE RODS. THREE YEAR ,UARANTEE AGAINST TANK FAILURE. ASME TEMPERATURE AND REQUIREMENT APPLIES EQUALLY TO EQUIPMENT FURNISHED BY OWNER OR OTHER CONTRACTORS. PRESSURE RELIEF VALVE, WITH WATER RATING 100T STEAM RATING) EQUAL TO AN APPROVED RECEPTOR. DUAL PERFORATED ELEMENTS, CONTROLLED FOR NON-SIMULTANEOUS OPERATION, MAXIMUM WATT CENSITY OF 40 WATTS PER EXERCISE CAUTION AT ALL TIMES TO PROTECT ALL PERSONS AND PROPERTY. FURNISH A PLACE OF RETURN AIR FILTER GRILLES: FIXED BARS AT APPROXIMATELY 40 DEGREES, WITH HINGED FACE, OR H I FREE FROM RECOGNIZED HAZARDS THAT ARE LIKELY TO CAUSE DEATH OR SERIOUS PLATE TO MATCH SUPPLY DIFFUSER, OR 1/2- X 1/2- X 1/2- "EGGCRATE". ALUMINUM OR ENAMELED STEEL. EXE-�►.VATION AND BACKFILL SQUARE FOOT. FURNISH AND INSTAL!_ 2" DEEP GRAIN PAN WITH I- DRAIN AS SHOWN ON DRAWINGS. EMPLOYMENTWHIG 5 INJURY OR HARM TO EMPLOYEES. FURNISH AND MAINTAIN GUARDS, RAILINGS, FENCES, CANOPIES, LIGHTS, AIR Di-TRIBUTION DEVICES SHALL BE SELECTED AND SIZED IN ACCORDANCE WITH THE REQUIREMENTS OF EACH ACCURATELY GRADE BOTTOM OF TRENCHES TO PF'OVIDE UNIFORM CACKFILL IN BEARING AND SUPPORT F04 PART 4 - ALTERNATE EQUIPMENT T PROTECT ALL PERSONS ANDAPPLICATION. I N Y H I PROVIDE UNIFORM, DRAFT-FREE, AND QUIET AIR DISTRIBUTION. ALL EACH SECTION OF PIPE. TEST ALL PIPING PRIOR TO BACKFILLING. BACKFILL IN ACCORDANCE WITH ALL WARNING SIGNS, ETC., WHICH ARE REQUIRED BY LAW OR NECESSA RY 0 DEVICES. GE ERAL-L S A,.L III ' PROPERTY. DEVICES SHALL HAVE RIGID FRAMES, COMPATIBLE WITH THE SURFACE OR STRUCTURE. DEVICES SHALL BE APPLICABLE SECTIONS OF THESE SPECIFICATIONS. MAKE BAf KFILL IN SIX INCH (6") LAYERS, EACH THOROUGHLY, MANUFACTURED BY KRUEGER, TITUS, METALAIRE OR TUTTLE do BAILEY. COMPACTED AS DIRECTED. BACKFILL SHALL BE FREE OF RUCKS, WOOD AND DEBRIS. RESTORE TO ORIGINAL SPECIFICATION HEREIN BY BRAND NAME IS INTENDED TO ESTABLISH A STANDARD OF QUALITY, EQUIPMENT HAS BE FAMILIAR WITH AND COMPLY WITH ALL APPLICABLE LOCAL/CTATE CODES AND LAWS, AND IN PARTICULAR, CONDITIONS ALL PAVEMENT, SIDEWALKS, LAWNS, LANDSCAPING, ETC. JETTING IS NOT AN ACCEPTABLE MEANS OF THE CODES OF FEDERAL REGULATIONS, AS ADMINISTERED BY THE STATE. 7f_MPERATURE CONTROLS AND WIRING COMPACTION OR BACKFILLING. BEEN MADE ACCORDINGLY. 11 PART 2 - PRODU TS WIRING IS INCLUDED UNDER THE ELECTRICAL DIVISION OF THE SPECIFICATIONS BUT ALL INTEGRAL STARTERS, TESTING REQUIREMENTS EXISTING CONDITIONS CONTROLS (INCLUDING THERMOSTAT WIRING), RELAYS AND OTHER DEVICES ARE INCLUDED UNDER THE THE CONTRACTOR SHALL VISIT THE SITE ,-`ND INSPECT THE SITE FOR WORK HE MUST PERFORM, IN ADDITION TO GENE 13AL MECHANICAL DIVISION. ALL EQUIPMENT, DEVICES AND WIRING SHALL CONFORM TO THE NATIONAL ELECTRICAL TEST ALL SYSTEMS IN ACCORDANCE WITH ALL APPLICABLE LOCAL/STATE CODES, REGULATIONS, ORDINANCES, WHAT 15 SHOWN HEREIN, AND INCLJDE IN HIS BID AN AMOUNT TO DO SUCH WORK. � fl UTILIZE NEW AND UNUSED PRODUCTS OF ESTABLISHED AND REPUTABLE AMERICAN AND FOREIGN CODE. Al CONTROLS SHALL BE FURNISHED AND PROPERLY IDENTIFIED WITH INSTRUCTIONS FOR PROPER ETC., AND AS FOLLOWS: MANUFACTURERS. ITEMS OF EQUIPMENT USED FOR SIMILAR PURPOSES SHALL BE PRODUCTS OF THE SAME CONNECTIONS, RESPONSIBILITY P'OR PROPER CONNECTIONS AND OPERATION IS INCLUDED UNDER THE SUBSTITUTIONS MECHANICAL CONTRACTORS RESPONSIBILITY. VERIFY ALL VOLTAGES, PHASES AND ELECTRICAL CONNECTIONS WITH SANITARY: STATIC WATER PRESSURE FOR FOUR (4) HOURS. - MAWUFACTURER. THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY EQUIPMENT, AND IF ANY DISCREPANCIES OCCUR, THE'f ,,. � SUBMITTAL OF EQUIPMENT 8Y OTHER ".;;CEPTABLi MANUFACTJRERS MUST BE COMPLETE IN EVERY DETAIL POTABLE WATER: AVAILABLE PRESSURE �T NOT LESS THAN 1�0 PSI FOR FIFTEEN (15) MINUTES. , �;I f SYSTEM SHALL 8E COMPLETE AND OPERABLE. ANY ACCESSORIES REQUIRED FOR T „�„�� HE OPERATION OF THE SHALL BE BROUGHT TO THE ATTENTION OF- THE ARCHITECT FOR HIS DECISION. INCLUDING SPACE REQUIREMENTS, WEIGHT, COMPLtTE RMANCE DATA AND SUPPLEMENTAL DATA II SYSTEMS SHALL BE INCLUDED AS THOUGH SPECIFICALLY INDICATED 10 BE PROVIDED. SUCH ACCESSI lES IF ANY TEST SHOWS THE WORK TO BE DEFECTIVE IN ANY WAY OR AT VARIANCE WITH SPECIFICATION WOULD INCLUDE FILTERS, CONTROL PANELS. TIMECLOCKS, CONDENSATE DRAINS, RELIEF VALVES, SEFVICE AIR SYSTEM BALANCING REQUIREMENTS, MAKE ALL NECESSARY CHANGES AND REMEDY ALL DEFECTS. REQUIREMENTS DETAILED IN THIS AND OTHER SECTIONS, WILL FIT SPACE AS SHOWN ON THE DRAWINGS. VALVES, THERMOSTATS, VIBRATION ISOLATORS, ETC. MOTOR STARTERS FJR PRI-WIRED EQUIPMENT (AND OTHER GENERAL: THE AIR CONDITIONING CONTRACTOR SHALL PROVIDE A TEST AND BALANCE REPORT OF HEATING, y. ,F ACCEPTAB' MANUFACTURERS PROTEC'f10N AND CONTROL DEVICES) ARE ALSO INCLUDED IN THIS SPECIFICA''ION. STARTERS FOR VENTILATING, AND AIR MOVING FOUIPMENT AND AIR DISTRIBUTING OR EXHAUSTING SYSTEMS. TEST PIPING SYSTEMS AFTER INSTALLATION AND PRIOR TO BEING . UT INTO USE, COVERED OP. CONCEALED BY L�>` tet- 'r' SHEET SPECIFICATIONS. INSULATION, BACKFILLING OR BUILDING CONSTRUCTION. 'THE FOLLO!�!!'vli IS A LIST OF MANUFACTURERS WHOSE EQUIPMENT IS ACCEPTABLE AS TO MANUFACTURE, ARE SPECIFIED 114 ELECTRICALS E T I.E. N PUMPS ETC.. �� T NF RMANCE WITH ALL DRAWINGS SPECIFICATIONS AND ADDENDA ITEMS. CAREFUL CHECKING EQUIPMENT. .E S � �UBJEC TO CO 0 , NON-PREWIRED EQU r NTAINED . T AND MAI _ SPECIFIC REFERENCE TO A MANUFACTURER'S PRODUCT IS ONLY TO ESTABLISH TYPE, QUALITY, AND MATERIALS: ALL INSTRUMENTS USED BY THIS AGENCY SHALL 9E ACCURATELY CALIBRATED FOAM INSULATION: TO THE REQUIREMENTS SHOWN ON THE G000 WORKING ORDER. IF REQUESTED, CONDUCT THE TESTS IN PRESENCE OF THE ARCHITECT AND/OR THE MUST BE MAGE TO VERIFY THAT EQUIPMENT WILL MEET ALL CAPACITIES, REQUIREMENTS AND SPACE PERFORMANCE REQUIRED. THESE QUALIFICATIONS ARE IN ADDITION _ MECHANICAL_ ENGINEER RESPONSIBLE FOR THE PROJECT AND/OR HIS REPRESENT %TIVE. DO NOT BEGIN AIR COVER TRANSVERSE JOINTS AND LARGER TEARS OR PENETRATIONS WITH 4" WIDE TAPE. SECURE LAP OF FACING ALLOCATIONS AND THAT WEIGHTS ARE NOT EXCESSIVE. �!I I PLANS AND ELSEWHERE IN THESE SPECIFICATIONS. LISTING OF ALTERNATE EQUIPMENT MANUFACTURERS SHALL BALANCING AND TESTING UNTIL SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. PUT ALL AND TAPE WITH FULL COVERAGE OF ADHESIVE AND OUTWARD CLINCH STAPLES. INSULATE FITTINGS WITH NOT BE CONSTRUED AS AN UNCONDITIONAL APPROVAL OF THE PRODUCTS OF THOSE MANUFACTURERS. HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE MITERED SECTIONS OF PIPE INSULATION. NOTE: IF PRESSURE SENSITIVE ADHESIVE IS UTILIZED, LAPS ;HALL ITE AIR CONDITIONING UiVITS: CARRIER, YORK. TRANE, RUUO THE OPERATION OF SAME DURING EACH WORKING DAY OF TESTING AND BALANCING OF THE AIR CONDITIONING, SECURED WITH METAL BANDS AT 18" CENTERS. EXHAUST FANS: GREENHECK, GROAN, PENN, ACME, COOK EXHAUST FANS HEATING AND VENTILATING SYSTEMS. THE AIR BALANCE AGENCY SHALL PROVIDE PROOF OF HAVING INSULATE FITTINGS WITH MITERED SECTIONS OF PIPE INSULATION PREMOLDED FITTINGS. OR WRAP WITH CENTRIFUGAL TYPE WITH ADJUSTABLE BELT-DRIVEN OR DIRECT-DRIVEN DRIVE (AS INDICATED ON THE SUCCESSFULLY COMPLETED AT LEAST FIVE PROJECTS OF SIMILAR SIZE AND SCOPE AND SHALL BE A CERTIFIED GRILLES, REGISTERS, DIFFUSERS: TIl'IJS, TUTTLE/BAILEY, KRUEGER, METAIA!R, J&J DRAWINGS). STATICALLY AND DYNAMICALLY BALANCED. CEILING OR ROOF MOUNTED AS INDICATED ON THE MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL OR NEBB. SUBMIT THE TEST AND BALANCE CONTRACT TO FIBERGLASS WOOL TO A THICKNESS EQUAL TO THE ADJOINING PIPE INSULATION. SECURE INSULATION WITH DRAWINGS, THE ARCHITECT FOR APPROVAL WITHIN 90 DAYS AFTER THE AIR CONDITIONING CONTRACTOR HAS RECEIVED HIS MULTIPLE WRAPS OF GLASS OR JUTE TWINE. SMOOTH OUT SURFACE WITH 1/8 FOSTER 60-25 MASTIC. WHILE VIBRATION ISOLATION: MASON INDUSTRIES, VIBREX, KORFUND, VIBRATION MOUNI AGS, INC., AMBER-BOOTH CONTRACT TO PROCEF_D WITH THE AIR CONDITIONING INSTALLATION TO ALLOW AIR BALANCE AGENCY TO MASTIC IS STILL WET, EMBED A GLASS MEMBRANE FABRIC AND THEN APPLY AN AD!'!TIONAL 1/8" COAT OF DUCTWORK SCHEDULE THIS WORK IN COOPERATION WITH OTHER TRADES INVOLVED, AND COMPLY WITH THE COMPLETION MASTIC. DUCT TURNS: TUTTI_E/BAIL_EY, DURO DYNE, BARBER-COLMAN, ELCEN, TITUS, HER ;I I;I TH ASHRAE GUIDE DATE. COVER ALL EXPOSED INSULATION AND ALL INSULATED FITTINGS WITH 8 OUNCE CANVAS JACKET. (FOUR OUNCE VALVES (GATE, GLOBE, CHECK): CRANE, WALWORTH, KENNEDY, CENTER-LINE, STOCKHAM, LUNDENHEIMER, FABRICATE DUCTWORK OF SHEET METAL. MATERIAL JOINTS, AND BRACING SHALL COMPLY WI RECOMMENDATIONS, WITH ADDITIONAL BRACING AS MAY BE REQUIRED. AIR BALANCING: UPON COMPLETION OF THE AIR CONDITIONING SYSTEM, THE AIR BALANCE ,AGENCY SHALL CANVAS MAY BE USED ON FITTINGS 1-1/2MISSION, WILLIAMS-HAGER, GRINNELL, NIBCO-SCOTT " AND SMALLER). SATURATE CANVAS WITH FOSTER 30-36 COATING, PERFORM THE TEST, COMFIILE THE TEST DATA, AND SUBMIT FIVE (5) COPIES OF THE COMPLETE TEST DATA TO DILUTED WITH WATER, ONE PART WATER TO THREE PARTS COATING. APPLY CANVAS SMOOTHLY WITH LAP PLACED VALVES (PLUG): HOMESTEAD 11 DUCTWORK FOR VENTILATION SYSTEM: GALVANIZED STEEL OF GAUGES RECOMMENDED BY ASHR/AE. THE ENGINEERS FOR EVALUAT�N AND APPROVAL. NEXT TO WALL OR CEILING AND FINISH WITH A FINAL COAT OF UNDILUTED COATING. FINAL COATING SHALL BE FLEXIBLE DUCT FOR AIR CONDITIONING TERMINAL BRANCHES: 1" THICK FIBERGLASS DUCT SUPPORTED OVER OF SUFFICIENT THICKNESS TO FILL ALL LAPS AND CLOTH TEXTURE. PROTECT INSULATION OUTDOORS WITH AN DUCT AND PIPE INSULATION: OWENS-CORNING, CERTAIN-TEED, JOHNS-MANVILLE, PITTSBURGH, CARET, DOW S 0.016 E DAMPERS " THICK ALUMINUM JACKET WITH 2" LAPS AND SECURED WITH BANDS ON 12" CENTERS. CHEMICAL CO. SPRING STEEL WIRE HELIX. WOVEN FIBERGLASS MESH UNER AND FIBERGLASS REINFORCED METALIZED OUTERK JACKET. IN COMPLIANCE WITH UL.-181, NFPA 90A AND 90B. PROVIDE WHERE INDICATED. SMOKE DAMPERS SHALL CONSTRUCTED AND TESTED IN ACCORDANCE WITH FLEXIBLE FOAM: SLIP INSULATION OVER PIPING PRIOR TO ASSEMBLY. DO NOT SLIT INSULATION LENGTHWISE. FILTERS: FARR, CONTINENTAL, BURKE, AMERICAN AIR FILTERS, CAMBRIDGE CURRENT EDITION OF UL STANDARD 555S. SMOKE DAMPERS SHALL HAVE FRAMES THAT ARE A MINIMUM OF SOLVENT WELD ALL JOINTS. DO NOT USE TAPE TO SECURE INSULATION. CONTROLS: HONEYWELL, JOHNSON SERVICE, POWERS DUCT INSULATION 0.125 ALUMINUM FORMED INTO A STRUCTURAL HAT CHANNEL SHAPE WITH CORNER BRACES FOR THERMAL INSULATION: UNE ALJ. DUCTWORK ON ROOF OR EXPOSED TO WEATHER WITH 1" THICK, 1 POUND REINFORCEMENT. THE BLADES SHALL BE ALUMINUM AIRFOIL SHAPED SINGLE-PIECE CONSTRUCTION. PIPING ACIFS � �-�--ESSOR- LOUVERS AND DAi.IPERS: RUSKIN, POTfORFF DENSITY, COATED FIBERGLASS DUCT LINER INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S BEARINGS SHALL BE STAINLESS STEEL SLEEVE TURNING IN AN EXTRUDED HOLE IN THE FRAME FOR LONG FLASH PIPING THROUGH ROOF WITH 26 GAUGE GALVANIZED STEEL CAULKED TO PIPING AND EXTENDED 6" INTO H WEATHERPROOF MASTIC OR SOLDER WATERTIGHT, LIFE. BLADE EDGE SEALS SHALL BE SILICONE RUBBER MECHANICALLY LOCKED INTO BLADE EDGE AND ROOFING. HOSE BIBB: ACORN, J.R. SMITH, CHICAGO, WOODFORD, WADE, ZURN, JOSAM ALL DUCT JOINTS WIT EA RO RECOMMENDATIONS. SEAL A MINIM M F 45 DEGREE FAHRENHEIT. JAMB SEAL" -'HALL BE NON-CORROSIVE SHALL WITHSTAND U 0 0 11 UNE ALL SUPPLY DUCTWORK, AND UNE RETURN AIR DUCTWORK FROM THE A/C UNIT WITH 1" THICK, 1 POUND STAINLESS STEEL FLEXIBLE METAL COMPRESSION TYPE TO FURTHER ENS4.�E SMOKE MANAGEMENT. LEAKAGE PROVIDE CLEANOUTS IN HORIZONTAL DRAINAGE PIPING. PROVIDE WALL OR FLOOR COVERS FOR CLEANOUTS IN DRAINS AND CLEANOUTS: J.R. SMITH, ZURN, JOSAM, WADE DENSITY ACCJSTICAL INSULATION. APPLY INSULATION TO TOPS, BOTTOMS, AND SIDES OF DUCT. USE MINNESOTA RATING SHALL BE UL 555S CLASS 1 (4 CFM/SF AT 1.0" WG). PROVIDE FACTORY INSTALLED ACTUATOR, CONCEALED PIPING. BRING CLEANOUTS IN OUTDOOR PIPING 1'0 vRADE AND SECURE WITH 12" X 12" CONCRETE WATER HEATER: RAYPACK, LAARS H OR APPROVED EQUAL. APPLY 4" STRIPS ON APPROXIMATELY '10" CENTERS. LOCATED OUT OF THE AIR STREAM. SMOKE DAMPERS SHALL BE POWERED OPEN, SPRING CLOSED. POWER MINING CO. /37 OR /38 ADHESIVE. PAD. Y PLUMBING FIXTURES: AMERICAN STANDARD, KOHLER, EWER, EI_KA CONTRACTOR. L R CT WITH THE GREATEST DIMENSIONFOR DAMPER SHALL BE PROVIDED BY ELECTRICAL CONI'RAC 0 1 ." CENTERS FOR ALL DU , I R SURFACE ANCHORS ON 2 USE MIRACLE O GEMf'0 S 30" OR LARGER. CONFORM TO SMACNA CONSTRUCTION STANDARD, LATEST EDITION. ALL DUCT DIMENSIONS ARE TO PART 3 — EXECUTION PROVIDE POLISHED CHROME PLATED ESCUTCHEONS IN FINISHED ROOMS, AND POLISHED BRASS IN OTHER THE INSIDE OF THE LINING. AREAS. PLUMBING SUPPLY FITTINGS: CHICAGO, ,STANDARD, KOHLER, EI.JER, ELKAY, SPfAKMAN IIII SiENERAI. PROVIDE REQUIRED STRUCTURAL MEMBERS, HANGERS, SUPPORTS AND INSERTS TO KEEP PIPING IN PROPER PLUMBING SUPPLY STOPS: EASTMAN, STANDARD, KOHLER, EWER, BASSCRAFT PIPING T, Ell CONDENSATE AND OTHER ORAINS: TYPE "K" HARD COPPER, SCHEDULE 40 PVC ACCEPTABLE WHERE CONCEALED INSTALL MATERIALS AND EQUIPMENT IN AN ARRANGEMENT WHICH WILL GIVE THE GREATEST PRACTICAL EASE OF ALIGNMENT. P-TRAPS: KOHLER, ELDER, FROST, MCGUIRE WITH STRUCTURE. NO PVC PIPING ABOVE ROOF. OPERATION AND SERVICE BY THE OWNER. MAKE NO ECUIPMENT SUBSTITUTIONS WHICH WOULD LEAVE EXPOSED PIPING AT RESTROOMS UNDER SINK REQUIRES INSULATION AS A PROTECTIVE COVERING PER THE ADA. INADEQUATE OPERATING AND/OR SERVICING SPACE. INSULATE WATER AND WASTE PIPING UNDER LAVATORY AS SPECIFIED ELSE WHERE ON THE DRAWING. RI 34" PIPE HANGERS AND SUPPORTS: GRRJNELL, ELCEN, FEE & MASON, KINLINE, F & S, 8—LINE, MICHIGAN SANITARY AND STORM; CODE APPROVED ABS OR PVC PIPE AND FITTINGS. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THESE SPECIFICATIONS AND ALL MANUFACTURER'S RECOMMENDED AFF TO RIM. CLOSET SEAT: SPERZEL, CHURCH, OLSONITE, BENELE, BEMIS POTABLE WATER: TYPE "K" WARD COPPER THROUGHOUT. INSTALLATION PROCEDURES. YALYU FLUSH VALVES: SLOAN, DELANY PERFORM ALL WORK IN ACCORDANCE WITH THE BEST TRADE PRACTICES. INSTALL ALL MATERIALS AND 2" AND SMALLER SHALL BE ALL BRONZE GATE VALVES WITH RISING STEM OR BALL VALVES. BUTTERFLY VALVES I PIPE HANGERS T ES AND SUPPORTS EL RIGID PERMANENT BAS FIXTURE SUPPORT: ZURN, J.R. SMITH, JUSAM, WADE EQUIPMENT SQUARELY WITH THE BUILDING LINES. PROVIDE LEVEL, _ " HALL BE THREADED LUG TYPE. DO NOT EQ AND LARGER. BUTTERFLY VALVES S , MAY BE USED FOR VALVES 2 1 7_ PIPING 2-1/2" AND SMALLER: USE ADJUSTABLE SPLIT RING MALLEABLE IRON TYPE OR ADJUSTABLE STEEL FOR ALL WORK. M "WAGER" / r TRAP PRIMER: PRECISION PLUMBING PRODUCT, J.R. SMITH CLEI/IS TYPE WITH THREADED SOt_ID STEEL HANGER RODS. USE WAGF_R BODIES VALVES. VALVES TO BE 125 PSI CLAS. GAS VALVES TO BE A.G.A. APPROVED. SOLD STEEL HANGER CONSTRUCT AND BRACE EQUIPMENT, PIPING, ETC., SO THAT THERE WILL BE NO VIBRATION OR RATTLING WHEN CHECK VALVE: MILWAUKEE { 509, 125 PSI, BRONZE BCDY, BRONZE DISC, SOLDER JOINT, HORIZONTAL SWING REFERENCE ONLY I TYPE HANGERS WITH THREADED T AN R: USE ADJUSTABLE STEEL CLEV S E E THE SYSTEM IS IN OPERATION. FIRING 3 D URGE T K FOR DOMESTIC WATER SERVICE. APPROVED WITH THIS PERM) EHEC 1�,UT RODS. , ROLLERS MAY BC USED WHERE 2 OR MORE PIPES RUN COVER AND PROTECT ALL EQUIPMENT AND MATERIALS FREM WEATHER, THEFT, ETC., UNTIL DATE OF GROUPED PIPING: TRAPEZE TYPE HANGERS WITH PARALLEL TO I;AC:� OTHER. SUBMIT SHOP DRAWINGS OF ALL TRAPEZE HANGERS FOR APPROVAL BEFORE COMPLETION. LUG OR CAP ALL OPEN ENDS OF INSTALLED PIPING OR DUCTWORK. PLUMBING FIXTURE�AND TRIM PROVIDE FIXTURES AS SHOWN ON THE DRAWINGS OR SIMILAR FIXTURES AS LISTED IN THE "LIST OF I PROGRESSINC WITH ANY WORK. DUCTWORK ACCEPTABLE MANUFACTURES" THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SIZE ALL HANGERS ON INSULATED PIPING TO FIT OUTSIDE COVERING. CONSTRUCT DUCTWORK WITH MATERIAL GAUGES, JOINTS, BRACING AND SUPPORTS IN ACCORDANCE WITH APPLICABLE RECOMMENDATIONS OF ASHRAE AND SMACNA, WITH ADDITIONAL BRACING AS REQUIRED. 17 GAUGE CHROME PLATED TUBE TRAPS AND TRAP ARMS. SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO HANGER ROD SIZES: I DUCTWORK SHALL BE RIGIDLY CONSTRUCTED AND AIR TIGHT. JOINTS SHALL BE TIGHTLY FITTED WITH NO VOIDS. BRASS-CRAFT OR FROST STOPS ON WATER SERVICES TO FIXTURES. (TRIM WITH INTEGRAL STOPS EXCLUDED). SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND PIPE SIZES: ROD DIAMETER (INCHES) MINOR GAPS SHALL BE CLOSED WITH CANVAS TAPE SET INTO AND SEALED WITH BRUSH APPLIED ADHESIVE, OR DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL. ELEMENTS AS SHOWN ON THEIR M R 3/8" WITH SILICONE. CAULKING COMPOUND. DO NOT UTILIZE PRESSURE SENSITIVE TAPE. CLEANQUTS RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE 2 INCHES ANDS SMALLER VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE 1. GRADE (OUTSIDE BUILDING SMITH 4240-U ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION INCH 1/2 SEAL ALL JOINTS OF DUCTWORK ABOVE ROOF WITH GLASS FIBER TAPE EMBEDDED IN ROOFING CEMENT. APPLY ) I 2-1 2 INCH AND 3 C / i PAINT. 2. FINISHED FLOORS: SMITH 4040—U ATS OF ALUMINUM ROOFING PAN OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE 4 INCH 5/8 SECOND COAT OF CEMENT AFTER FIRST HAS SET AND FINISH WITH TWO CO 3. CONCRETE SLABS AND UNFINISHED FLOORS. SMITH 4023 REQUIREMENTS. 11 HANGER ROD SPACING (HORIZONTAL PIPING): MAKE CONNECTIONS BETWEEN FLEXIBLE DUCTS AND RIGID TRUNK DUCTS WITH FACTORY FABRICATED FITTINGS 4. DRY WALLS: SMITH 4402 WITH DAMPER WHERE "TAP—INS" SERVE SINGLE. OUTLETS, AND WHERE TAP—IN DAMPER IS ACCESSIBLE, OUTLET 5. TILE WALLS: SMITH 4422 T I SERVING. NO PLASTIC ( PIP I S hh, IIII 1�E MAX. HANGER SPACING DAMPER MAY BE OMITTED). SECURE FLEX DUCT TO FITTING WITH PANOUIT CLAMPS, INSTALLED TO FACTORY 6. CLEANOUTS SHALL BE THE SAME SIZE AS THE LARGEST DOWNSTREAM E 6 FEET ON CENTER RECOMMENDED TENSION. INSTALL CLAMPS ON LINER AND SECOND CLAMP OVER JACKET. JOB INSPECTION WILL CLEANOU'TS WILL BE ACCEPTED. PLUGS SHALL BE BRONZE. ern �~ STEEL PIPE 3/4 INCH AND SMALLER G'����''_ STEEL PIPE 1 INCH 6 FEET ON CENTER REQUIRE REMOVAL AND REPLACEMENT OF A RANDOM SAMPLING OF JACKET CLAMPS TO EXPOSE LINER CLAMP. FLOOR DRAINS I P 1-1 4 INCH THRU 4 INCH 10 FEET ON CENTER w STEEL PIE / ELBOWS SHALL HAVE A THROAT RADIUS EQUAL TO DUCT WIDTH. SQUARE ELBOWS SHALL HAVE TURNING VANES. PROVIDE COATED CAST IRON DRAIN BODY WITH 5" DIAMETER ADJUSTABLE NICKEL BRONZE STRAINER, TRAFFIC � G ,1. ,�' III COPPER TUBING 1-1/4 INCH AND SMALLER 6 FEET ON CENTER, TRANSITIONS SHALL NOT EXCEED 4 TO 1 RATIO. WEIGHT, TRAP PRIMER CONNECTION WHERE REQUIRED AND BOTTOM OUTLET INSIDE CAULK CONNECTION. COPPER TUBING 1-1/2 INCH AND LARGER 8 FEET ON CENTER ,. IF OBSTRUCTIONS REQUIRE A CHANGE IN DUCT SHAPES, MAINTAIN EQUIVALENT AREAS. ALL SIZES SHOWN ON ROOF DRAINS � • , � TION. WINGS ARE NET DIMENSIONS INSIDE THE INSULA THE RA � IIII INSTALLATION OF HANGERS AND SUPPORTS: E D PROVIDE HANGERS AT ALL OFFSETS, TEES, WITHIN 12" OF ALL HORIZONTAL ELBOWS, AND ELSEWHERE AS ALR DISTRIBUTIOj� DEVICES PROVIDE COATED IRON BODY DRAINS WITH DOME, CLAMPING CUL' 'AR WITH INTEGRAL GRAVEL STOP, EXTENSION Larson Binkley, Inc. T 913-383-2621 ��C�- yM r SLEEVE, ROOF SUMP RECEIVER AND UNDERDECK CLAMP. 6363 College Blvd., Suite 400 F 913-383-2831 ' `1.' / II HEREIN DESCRIBED. Overland Park, Kansas 66211 lorsonbinkley.com IRATLO-1U).511 ,1�3110_T COPYRIGHT 2007 - ll -- ' —_ -� — _ I _ I. _— —T DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER: rt � 01200703.09 IS I A. Amor, Architect I� AN -- Office of William THIS DRAWING MECHANICAL DETAILS Illlll ---- ♦ ♦ Architecture ■ Forensics ■ Education * (j) INSTRUMENT OF SERVICEI AND AND SCHEDULES IAV; THE PROPERTY OF AMER CA g g W68th PARKWAY PROJECT MANAGER: 11 TIRE COMPANY AND SHALL RVM 11 REMAIN THEIR PROPERTY. . 111 THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: IIII; SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR CURT ROHNEF� 1 T WAS PREPARED Fullerton, CA 02831 PUBLICATION THEREOF IS CHECKED BY: DATE.: 1i 1572 Skyk*Ddw (Tiov WHICH I . Ph/tllax(714)SM031 EXPRESSLY UMI i tD ':T 3/30/2007 �9 0 f- 11 - I 11SUCH. _ I 11 11, 012007030M03-07-071J:.1_1 thomcu.1owers i —1-1111l 11 ti 1. ,dV _.�.... _ ,r,. ;f>,. ,. .t �Ilw'. ... _ ._.` . .. ... _ . , ��', f II zl - _ _. ._ - - LM i - - - , 1 .,:.g.w.�..7::-�..,.... - - vw-'.Iwo -�- - .. . 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V..' ,y.«. ._ .....:n,+wr o-m.w.axw...y r.,a- Mr+n++�,r..-.;,..+n..u.:..�w.r...r"rr•:_ ...ew,...&'w..e..::. ,'-R.wwr.n.a _. 'W'rwwv.,...r .. ar,.--_ -.w tian,�. C. ... ...... +eP. _ - I ,:; i I I 9r II I 1 1 I I ,` ill .. .. .. 4, :5 f REFER TO O1 02 1Y` 3 2"G-UP ® 7 } E , . 4� _.__..._.... .._.. .__. ....... __ .-... ._.. _._. ..._. ..... ..... _ .... ....... .. ... _... ...... ...... .._.. ..... ..... ..._ ...._ ... __.. _. - 2"V-UP PLUMBING FIXTURE SCHEDULE PLUMBING KEYED NOTE$ N H P- -•. .._ _............. 0 SHEET 2 r I- �1 ....._..� ..f.11 .-.._..... W U•.. .1„ •: y.:y..._ ... .N ... _.. .... r -•--•- --'- _ .. __ .--.._.....__.-r_;�7 ' ! ....tl,:,1'l ..:°.:: AT .,` ww »A 0 I 1 FFC 9 9 f� AWr WATER rLOSET HAidl)ICAP): AMf:RICAhi STANDARD 2377.100 CHET 1 fil� H U tUP r I C I 21 �, CONNECT SANITARY WASTE UNE TO EXISTING SANITARY SEWER PROVIDED L i 10F_OOFr, ' HUNTED, WHITE VITREGJS CMINh, ENQNGATED SIPHON JET BOWL, BY SITE UTILITIES CONTRACTOR. SEE CIVIL DRAWINGS FQR CONTINUATION. PRES!,;URE ASSISTED 1.6 GPF, RIM ih" AFF; 0ONT SEAT`�--� LESS COVER, TANK COVER LOCKING UEVICE AND LOOSE KEY ANGLE STOP. L21 CONNECT 1Y4" DOMESTIC WATER LINE TO STUB-OUT PROVIDED BY SITE r/o, WCQ . -"�'-'-•-` '-" '-�� }^-- ^•'^' I TANK WATER CLOSET (HANDICAP): AMERICAN STANDARD �2377.1(�0 'CADS; 161st"H", UTILITIES CONTRACTOR, SEE CIVIL DRAWINGS FOR CONTINIIATION 1lRE 5 rC RAGE RACKS 7 7L - ` hY N I K " , #4098.800 TANK WITH RIGHT TRIP LI`VE+R, FLOOR MOUNTED, WHITE VITREOUS �3 CONNECT Be FIRE WATER UNE TO STUB-OUT PR VIDED BY SITE -^- ---- - -= 5 _ rj( J �` 'ry AFF; ELONGATED SIPHON JET BOWL, PRESSURE ASSISTED ED 1.6 GPF, RIR 161 " CE - UTILITIES CONTRACTOR. SFE CIVIL DRAWINGS FOR CONTINUATION. 3» LEAD T1RJ= 5 !GOT"1P. ROOM #95 OPEN FRONT SEAT LESS COVER, TANK COVER LOCKING DF\" ■ i -.,�. AND LOOSE KEY ANGLE STOP. INSULATE T(` PROTECT AGAINST FREEZING. I ! i �-.-4 I j IN I I ® . IF. -_L� I � _ -. "_._^ ._. _...____ S5�I , 17 "TRIMBROOK 1 0" V ---- _ _ 3. I i - ; 2■a �, AM 561r0 VITREOUS CHINA, WALL N07 USED +---- - �B URINAL: AMERICAN STANDARD 6 I 8 U ;J I LLI I MOUNTED, SIPHON JET, 1.0 GPF '3'4 INLET SPUD FLUSHING RIM TWO WALL HANGERS; SLOAN ROYAL 186-1 1.0 GPF R1 24 AFF TO RIM. HANDICAP RI ico w 6 RIGID COPPER OVERHEAD (TYPICAL) - INSUTATE. 17 AFF� T 7 SLOPE ALL HORIZONTAL PIPING wP_ ( Ys ER FOOT BACK TO MAIN.VA OFiY HANCICAP WALL HUG ERICA# •u► N ): AM STANDARD 0356.015 LUCERNE ,-," TIdAt / " COORDINATE ROUTING WITH OVERHEAD DOORS. -, �, AV ;5 6,,'- . 4 I ! i , 20 x18 VITREOUS CHINA, BACK OVERFLOW, FAUCET LEDGE, WALL HANGER; n--- I_-� a.. . I -_- --- _ __._..._........_. ;..y................... (,` lelti Q -,� CHICACO FAUCET 1404A-317 WITH 4" WRIST BLADES; GRID STRAINER DRAIN WITH 3'4" AIR DROP WITH VA!-VE AND QUICK CONNECTION (TYPICAL). CA _ A � -$---- � --,- ... �._......... .. �...... 9 TAILPIECE, CHROME PLATED CAST BRASS P-TRAP WITH CLEANOUT AND WASTE ARM 2•nj e TO ALL WITH ESCUTCHEON, LOOSE KEY ANGLE STOP VALVES, INSULATE WATER ER FURNISHED AIR COMPRESSOR, PLUMBING CONTRACTOR TO OWN ®2+� AND WASTE PIPING UNDER LAVATORY WITH TRUEBRO "LAX-GUARD 2" #102E-Z A SEPARATE PRICE FOR COMPRESSED AIR SYSTEM OUTSIDE PROVIDE , J - . KIT. RI 34 AFF TO RIM. BASE BID. ■© 0,,-20[7] 4" SER E D SERVICE SINK: (CORNER) FIAT #MSB-3624, 36"x24"x0", FLOOR WJUNTED WITH 10 ROUTE -V4" COMPRESSOR CONDENSATE DRAIN TO DISCHARGE DOWN TO STAINLESS STEL:L BACKSPLASH PANELS, STAINLESS STEEL DRAIN FOODY AND TWO PIPE DIAMETER GAP, AND CONNECT AIR UNE _ .... FLOOR SINK WITH A !j I j C)9 F 8 L,", ""'"�� STRAINER. PROVIDE #830-AA FAUCET 44D #832-AA RUBBER HOST AND WALL TO COMPRESSORS. BRACKET. 3� T&P RELIEF SHALL DISCHARGE DOWNWARD TQ FLOOR SINK WITH A TWO - LAUNDRY TUC- C ENAMELING 866 WALL MOUNTED 24"x20'', ENAMEL PIPE DIAMETER AIR GRP. LAUND COMMERCIAL NAM �► n IRON, STAINLESS STEEL RIM GUARD, 3V-UP T U U, .,OMPLETE WITH AMERICAN STANDARD 12 1• CW ac r✓4" HW DOWN. SEE SHEET P-2 FOR CONTINUATION. CAS I T T AR I , I i E #8343.105 SUPPLY WITH PAIL HOOK, THREADED SPOUT, VACUUM BREAKER, " 8 1 --3" #870-3 TRAP STANDARD WITH STRAINER. RIM MOUNTED 38" AFF. _ NOT USED. I ! ELECTRIC WATLQ COOLER: ELKAY FZTL8C, TWO STATION MINIMUM CAPACITY 8.0 � PIPING FROM BELOW ' ! GPH FROM 80• . TO 50•F. WITH AMBIENT ® 4" VENT 7 - "" 2 2.I FFCO TEMPERATURE Of 90'F. UTILIZING A i/5 L� • FGCO HP, 120V-60!ti, 15 » � g � SINGLE-PEASE COMPRESSOR, LOOSE KEY ANGLE STOP, P-TRAP � SEE AIR SYSTEM DETAIL ON SHEET P-2, C I ���j I j 8 G~ • '� I WITH CLF^NOUT AND WASTE ARM TO WALL. PROVIDE AN ACCESSORY SKIRT WITH K 4 ON, ELKAY #LKAPR-100 OR EQUAL. SEE ARCHITECTURAL DRAWINGS FOR THE 16 SEE "ROOFTOP UNIT CONNECTION" DETAIL ON SHEET P-2. MOUNTING HEIGHTS OF FIXrURE. FURNISHED BY OWNER, INSTALLED BY CONTRACTJR. ___z __-_=_-___=__ =_====w c=z=:== 1...__. NOT USED P 1 T17 - �- -- - F1 WATER COOLER (HANDICAP): ELKAY #EZS8, MINIMUM CAPACITY 8.0 GPH K 4 i o ;�■ ' LBJ,^T 8 R 8 a � 8 O�U ------- FROM 80'F TO 50'F WITH AMBIENT TEMPERATURE OF 90'F UTILIZING A 18 OVERFLOW STORM WATER DOWN TO DOWNSPOUT NOZZLE AI 11" ABOVE 1/5 HP, 115V, SINGLE-PHASE C0+•"RESSOR. PROVIDE LOOSE KEY GRADE. "ST-UP I i ANGLE STOP, P-TRAP WITH CLEANLJT AND WASTE ARM TO WALL. MOUNT ORIFICE AT 35-3/8" AFF. 19 STUB STORM WATER TO l�. i DRAWINGS FOR CONTINUATION, oUTSIC_ OF 3UILO:NG. REFER TO CIVIL 5 2.5 2.9 5 I �7 GO WATER HEATER: TATE #P6-20-10MSK, JUNIOR, 20 GALLON, 20 GPH RECOVERY �. S FIRST FLOOR PL I�� \ 0AT 90-F RISE, 450OW AT 208V, 1 PH, GLASS-LINED, 6 YEAR WARRANTY• REFER ® NOT USED. 1/40-1'-00 TO SPECIFICATION, SHEET MP, FOR FURTHER INFORMATION. —J 21 THIS BUILDING TO BE FULLY SPRINKLERED, FIRE RISER AND FDC ARE 6" HU EXPANSION TANK: AMTROL #ST-5, THERM-X-TROL, MOUNT OR WALL WITH TO BE LOCATED IN THIS AREA, SEE CML AND FIRE PROTECTION TRUE SAMPLE BOX UNISTRLIT AND CLAMPS ABOVE WATER HEATER. DRAWINGS FOR DETAILS. �1 Q TRAP PRIMER: ZURN #Z-1022, SAKI-GUARD AUTOMATIC TRAP PRIMER, ALL ® INSTALL OIL INTERCEPTOR 5' FROM EDGE OF BUILDING. 2"G-DN 21/-pN BRONZE BODY WITH INTEGRAL VACUUM BREAKER, NON-LIMING INTERNAL �- -- -- _._ _-- ----- - OPERATING ASSEMBLY WITH GASKETED BRONZE COVER. �3 3" WASTE PIPING TO BELOW, lY�" VENT UP. i J1 TRAP PRIMER: ZURN #Z--1022-DU2, SANI-GUARD AUTOMATIC T'bAP PRIMER, ALL NOI USED 20j ( BRONZE BODY WITH INTEGRAL VArUUM BREAKER, NON-LIMING INTERNAL LIOPERATING ASSEMBLY WITH GAS;.ETED BRONZE COVER. ® COORDINATE WITH THE LOCAL GAS COMPANY TO INSTALL A GAS METER _ \� �__......:�- I �� 3"1/rR j 0 HOSE BIBB: ACORN #8121, WITH VACUUM BREAKER, Y4 THREADED HOSE f0 TOTAL CAPACITY OF 7 0 CFH AT RESSURE REGULATOR AT H7 W.CILLEAVING PRESSURE. NHE OGAS 125 5. F i __ - _ _ -._ ! - _ -_� • 1 CONNECTION, REMOVABLE LOOSE KEY HANDLE AND POLISHED CHROME PLATED. PIPING SYSTEM WAS SIZED FOR A TOTAL PIPE LENGTH OF 200' FROM MF7.7. TIT?E STORAGE RACKS- ----- -------_----_- ----- t ` ®2w MOUNT AI 60 AFF OR AS ARCHITECT SPECIFIED. E LOCATION OF THE GAS PRESSURE REGULATOR To THE MOST -_. _ ... "GAS CHIEF. REMOTECONTRACTOR........ ........ .. ..._.._......_ w w w� • ••'-• ••.•• L LO H PVC HOU SPIGOT CONNECTION. HEA GAS METER WITHIN 3' 0" OF k.Y TRIt;AI. E " i DUTY PVC GRATE. 12" SQUARE TOP. TOP GRATE 4" K ;�/ SERVICE` DETAIL ON SHEET P-2• 20I I ! STRAINER IS FLAT (5Y4 X 51'4 ) OR L►OMED (51'4 DIA. ALUMINUM' PIPING LOCATED BELOW THE ROOF. I ` ` ...... �--- STOP, CAST IRAN DOME, ADJUSTABLE EXTENSION SLEEVE, UNDERDECK CLAMP, PROVIDE 6" DIRT LEG. j SUMP RECEIVER. ! I i SEE "RADIANT HEATER" DETAIL ON SHEET P- , 1 G II I I Q # CAST IRON BODY FLASHING CLAMP -"` "' ---- N OVERFLOW ROOF DRAIN: JR SMITH 1080 - AND 2" WATER DAM COLLAR, CAST IRON DOME, ADJUSTABLE EXTENSION SLEEVE, UNDERDECK CLAMP, SUMP RECEIVER. .._.........._......._.:::,,,- r.„ „ ..................... FIRE PROTECTION DE CRITERIA y^ �y ! i 9•.•--•,...•.•.. I ` " � • •.-•• •.-•�-.•.,.,r © DOWNSPOUT NOZZLE: JR SMITH #1770 CAST BRONZE P,ODY AND FL,'JVGE. PIPE ��� J 2 2" .2••® SIZE SHOWN ON PLANS. mmm . .G- G �`/ TRENCH DRAIN: ZURN #Z-806, 6" WIDE PRE-SLOPED TRENCH DRAINAGE SYSTEM. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FRP ONS MODULAR 10' FOR A COMPLETE AND FULLY AUTOMAITC OPERATION OF THE FIRE LENGTHS WIT'H/INTERLOCKING ENDS,OCOMBINATIION ANCHOR TTTOM SLOPE. ALL IABS/LEVELING DEVICES PROTECTION SYSTEM IN CONFORMITY WITH REQUIREMENT'S OF ALL • AUTHORITIES HAVING JURISDICTION (AHJ), AS INDICATED HEREIN AND IN G _ _ G _ AT APPROPRIATE LOCATIONS AND HEAVY-DUTY CAST IRON GRATE WITH LOCKDOWN rHE CONTRACT DOCUMENTS. CM 2-G-UP RH ASSEMBLY. 80'-0 TOTAL LENGTH. 1Y4 BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE 1r4" 1 2 O OIL AND SAND INTERCEPTOR: PRECAST CONCRETE 1000 GALLON, 3 COMPARTMENT r - (130 � ) (130 CFH) 3■ OIL/3EC!MENT :NT>:RCEPTOR WITH TWO 24 INCH DIAMETER ACCESS NhANHOLES. SEE BUILDING USE Go.OUP: M. S-1 do S-3 DETAIL SHEET P-2. � BUILDING CONSTRUCTION: TYPE V-N <D RECUCED PRESSURE BACKFLOW PREVENTER: WILKINS #975XL, CONSISTING OF A �► RTU RTU 3"V TR 3"V-DN -� I PRESSURE DIFFERENTIAL RELIEF VALVE LOCATED BUILDING CLASSIFICATION: OC EDB N ? EXTRA H r BETWEEN TWO SPRING-LOADED HAZARD ,ROUP 2 LOADED 150 CFH) I "Y" TYPE CENTER GUIDED CHECK VALVES, COMPLETE WITH TWO FULL PORT BALL (150 CFH) (150 CFH) I GATE VALVES AND FOUR BALL VALVE TEST COCKS, TEMPERATURE RANGE SPRINKLER HEAD TYPE: AREAS WITH CEILINGS PROVIDE CHROME RECESSED 6"OD N 33'F.-180'F. MAXIMUM PRESSURE 175 PSI. i (I RAINFALL/HR)O ((PEDANT) TYPE, AREAS WITHOUT CEILINGS PROVIDE BRASS (UPRIGHT) 6" (2,885 SQ FT) O FLOOR DRAIN (NIGH MEMBRANESMITH #2010 FLASHING CLAMP.PROVIDE OUTLET IRON DRAJN WITH H IPKTRAP. FLOW TEST: CONTACT WATER UTILIT', SERVING BUILDINC FOR LATEST _`��• I I CO BRONZE STRAINER, � � • , EL 05T OST _ OST��" CLEAN AND POLISH STRAINER TOP AFTER INSTALLATION. OPTIONAL ROUND OR PRESSURE READING IN AREA. _ _ ..IB OST-DN SQUARE STRAINER. NOTE: BUILDING -TYPE, CONSTRUCTION, ANO CLAS'IFICATION TO BE CONFIRMED BY CRITERIA SET FORTH IN ARCHITECTURAL DRAWINGS. • " r r RD (4' RAINFALL/R) N (4" RAINFALL/R) M (4" RAINFALL/R) M 8 ST-ON NOTE: FIRE PROTECTION DESIGN CRITERIA SHAD. BE DETERMINED BY THE FIRE PROTECTION CONTRACTOR. (3,N32o so Fr) (3,e2a so Fr) NORTH O MEZZANINE PLUMBING PLAN (2,885 so 1-.') TRUE REFERENCE ONLY THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, O1HER SHEET'S INCLUDING NOT APPROVED WITH THIS PE rECIFICATIONS APFLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE: USED A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFOR'A TO SITE CONDITION'S AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL. ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL. BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF HESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY FOR•f10N OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. 4Q,GD"ROPF / Qf��� ��•U 1;1 Et:9 O Larson Binkley, Inc. T 913--393-2621 6363 College Blvd., Suite 400 F 913-383-2831 #µ OverIond Park, Kansas 66211 larsonbinkley corn gXPiRATIOiVf; irw 12131!0"1 -".."r"'�' ----•--T ._ ..-...�_- _---_� R__��------- —_! _ �_ - � _---_ COF'YRIGI IT 2007 DAn ~ ~ DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER: A A Office of Williem A. Amor, Architect THIS DRAWING IS AN PLUMBING r w Architecture N Forensics ■ E.ducetion 01200703.09 INSTRUMENT OF SERVICE AND FLOOR PLAN THE PROPERTY OF AMERICAS 99 W & 68th PARKWAY PROJECT MANAGER: TIRE COMPANY AND SHALL RVM REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: SHALL BE RESTRICTED TO 1672 SkyNft Ddm THE ORIGINAL SITE FOR JMB ■ WHICH IT WAS PREPARED. F�0"' M95CA 1 CT-1 PUBLICATION THEREOF IS CHECKED BY: DATE: IaIhAlsx(714)N9f49631 EXPRESSLY LIMITED TO ------- -- --_--_ �_— — SUCH. _ REB 3 30/2007 I Gi20070309Pi.ewq 03-23-0'7 01:55 ;on.bock '4'+wa,. .wy�s.•ts ser ., .,a* „ ,,,.;.,... it,,... ,+,f.*h&i•,r,ri_:.., '� y,•!�"M:��h.+„4tl!'1 .-, �F•.Vw`-_, ,..:.-.gt+Ct +rr'cc 1 t rIll 111111 ISI,, , .. a .s. • _ -_ .. - ” .. - .. � a'Sr,�l+•U:,�#gcTf*r - -"-•w-w-:.. ",H+ s- '.. � .rk.;. �.:;. 6 t .. ..,. .,. .. ' ♦ , rI rj .1� I"lliIIIIIIII—Fly�, �, r�Ir ' it �1 r>)r�IIYIrIrrr frrrrr tTNrrlrr � T. r41 IrII r -�� i T > i 1 sew •� N0.Bd q 11 4 J, •'�s• Y a ti : • _ "'° a llllll I 1Illllllll�lll. 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WC04" / WCO '�oii;<ti:i:i)�� I 3» 4r t i !r� ✓✓ , � / I C r WCO �i: I j I fl Iii ( �U a sl 'I •1 -- O 1" ... _............... 2-1 WCO I ( U THERMOMETER / 1Ys" .: RIM MOUNTED WCO ✓ •tv X" '` 1 . I ' ATtr1360 AFI c0 ; Y`� V 2 .J.1_...+ I _ . _— AT 38" AFF. 3■ r A 2 1Xt"V-TO FD I ® " J 1 \ tY�" V V l) 2 U • i 1 .... 4• NLJ 7." X" lYl1Y —`^ 3 Y4101 " ^� -� \1 " �'i' �/• •/' i :..-.. _ ( ✓ .✓ . \ t (A P/ 11 4» BB WCO /�" O v L O N. lY�" tY�"/Z ti x 7 I 3 i .. .� j (� .`t' 20 i4' J(F• --1::::, ........_.........__...., Xt• " • CW FOR FAN lY. t r WCO 1� I _ ._._._......._ _ D 2" 4■ 3" FFCO / MISTING SYS.EM �tYt• . V !. . . .. �� � 2• 4--j » i l_QQ......._._. +_._. / i 1Y ...... C.:ST 4» 1" lY4 /T\ ° l ~I 28 r WCO �D g� Yt OFFS I � � I 4a F �E - - ° © O 1 DRAIN TO E _................... MOP SINK —^ ( 3 �i _._ , I I TO WALL LI l ■ I i .. ■t,. r HYDRANT " ._._..__- '............................._......... 4' 3" I TO WALL .✓ . � �1` � �i�.../I I� �,, �4=r I C•/ �� � / HYDRANTS L'J A-) _ 4 -UP I 3'i H -U P 1. •'�'/..._..... " 4" .. .... ................ _........._...._..__..... 3�A"-UP i WASTE AND VENT RISER_ DIAQRAM WATER RISER DIAGRAM 1 ��" 03NOT TO SCALE NOT TO SCALE N04 ORTH � �!RGED PLUMBING PLAN-WASTE A V IT NORTH ENLARGED PLUMBING PLAN-WATER � 1 ,/ 4••t -O' O 1/4"01'-O" TRUE GRADE ALL HORIZONTAL TRUE �? 3/4" FULL FORT r PIPING 1/40 PER FT. HOT WATER 10 FIXTURES t COLL) WATER SUPPLY PAVEMENT OR 24" DIAMETER CAST IRON MANHOLE 4" SAMPLING PORT PLUMBING KEYED NOTES PLUMBING SYMBOLS LEGEND baALL VALVE (TYP) I BACK TO k:AIN. AS S40WN ON PLANS _� t � TO WATER HEATER GRADE RINGS WITH HEAVY DUTY COVERS. AND CLEANOUT . U SEE SHEET P-1 FOR CONTINUATiQN. - — -W- — - DOMESTIC WATER SERVICE (W) SHUT-OFF VALVE (''rP) � WELDED STEEL _ - -�'� EXPANSION TANK 2d"x24"x8" [2 PROVIDE A MINIMUM 12" X 12" ACCESS PANEL, OR LARGER IF REQUIRED COLD WATER (CW) PIPE UNIONS, ` WITH POLYPROPYLENE RINGS TO ADJUSTMENT 24" LINING RINGS T1� SUIT DEI-`P MIN. CONCRETE PAD TO ADEQUATELY ACCESS THE VALVES. HOT WATER (HW) DDISSIMIILARCREQUIREU FORMETALS, TYP) -� OF INTERCEPTOR /-3" VENT. SEE PLAN 3❑INSULATE TO PROTECT AGAINST FREEZING. D - CONDENSATE. LINE (0) - BUTYL DIAPHV'"G'� - ` FOR CONTINUATION C� 6- 17-1 OPEN a MIN. CW PIPING, VALVE AND CAP FOR FAN MISTING SYSTEM. OD- CONDENSATE LINE (OD) - OVERFLOW STRA.!GHT TEE TYPICAL 2- 3/4• PROVIDE A 210 DEGREE F LIQUID LEVEL CA COMPRESSED AIR REDUCE ELECTRIC WATER HEATER, TEMPERATURE AND 150 PSI _ --> SEE /3 REFER TO SPECIFICATIONS AT TEE PRESSURE RELIEF VALVE WITH FP FIRE PROTECTION AND PLUMBING FIXTURE TEST LEVER SIZED WITH 6" INLET 12" , 6"x6"x4" SANITARY TEE _ SCHEDULE. --�\ AGA/CGA TEMPERATURE STEAM " --FDC-- FIR: DEPARTMENT CONNECTION RATING 10% OVER HEATER INPUT. REINFORCED PRECAST 3 ' PLUMBING GENERAL NOTES CONCRETE 1000 12" MIN. •'' SEAL WATERTIGHT --- FLU11 RING VENT (V) GALLON NOWAAL DRAIN VALVE - ( HARE COPPER RELIEF DISCHARGE CAPACITY ----J BAFFLES -- 6" OUTLET 1) INV = INVERT; RD = ROOF DRAIN; OD = OVERFLOW ROOF DRAIN SANITARY WASTE (SAN) - BELOW SLAB/GRADE r-i r, r-i r 17"1 LINE. FULL SIZE OF VALVE ' 3/4" PIPE THROUGH �-p OUTLET TO END OVER FLOOR _ 6" 2) COORDINATE WITH MECHANICAL CONTRACTOR TERMINATION OF ALL A/C ST STORM DRAIN (ST) WALL FROM SET WATER HEATER DRAIN WITH 6 INCH AIR GAP. COPPER CONDENSATE DRAINS. ON MASONRY UNITS --- OST OVERFLOW STORM DRAIN (OST) COMPRESSOR BED OF UNDISTURBED EARTH OR COMPACTED SAND BACKFILL: 4" - 6" MAIN DRAIN 1/2* DRAIN VALVE '"�—' -- - 3) PLUMBING FIXTURES TO HAVE THE FOLLOWING MAXIMUM RATE 0 FLOW: o _�� PIPE TURNING UP/DOWN NOTE: RISER DIACRAM FOR INFORMATION PURPOSES ONLY. (TTP ON ALL DROPS) WATER CLOSET - 1.6 GALLON PER FLUSH PIPING ARRANG«.IENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT PROPOSED OIL URINAL - 1.0 GALLON PER FLUSH sir-- BALL VALVE NOS: TO FLOOR PLANS FOR PIPE SIZES. SET HEATER THERMOSTAT AT 120' F. PROVIDE AND SAND TRAP INSTALLATION PLANS AND SPECIFICATIONS TO LOCAL AUTHORITIES FOR THEIR SINK AND LAVATORY = 2.5 GPM SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCA!_ AUTHORITIES. APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. ----� VALVE IN RISER 1. OVERALL DIMENSIONS FOR LOOP AIR SYSTEMS ARE DETERMINEC BY BUILDING SIZE. 4) ALL WATER UNES TO BE INSULAtD. 2. SYSTEM SHALL BE DESIGNED TO GRADE O Y4" PER FOOT TO MAIN DRAIN. OA FIXTURE IDENTIFICATION OWNER TO FURNISH AND ; ALL HOSE CONNECTIONS TO BE " F.I.P. LOOKING DOWN. ELMWATER HEATER .XPAN. TANK AND SAND INTfcRCEPTOR 5) WATER ENTRY SERVICE PIPING, NEW AND/OR REVISED. PLUMBING INSTALL COMPRESSED CONTRACTOR SHALL ENSURE AND PROVIDE MINIMUM 10'-0" LINEAR �1 PLAN NOTE r 06NOTTO SCALE NOT TO SCALE FEET OF SUITABLY CONDUCTIVE METAL PIPING MATERIAL BELOW GRADE _ AIR SYSTEM 4, ALL PIPING ON RACKS SHALL BE ATTACHED. SLOPE Y4 PER FOOT TO MAIN DRAIN. S. ALL PIPIN(' ON CMIJ SHALL ATTACH WITH 13J" IJNISTRUT AND COPPER CLAD � FOR CONNECTION OF ELECTRICAL SERVICE GROUNDING. AFF/AEG ABOVE FINISHED ,•LOOK/GRADE VTR VENT THRU ROGF ' CLAMPS AT 4' INT::.RVAL..S, 6. ALL COPPER P5JING SHALL BE TYPE ":a" AND SOLDERED WITH 95-5. PROVIDE ONE PIECE SPUN ALUMINUM BASE WITH, GRADUATED STEPPED Pot, BOOT. AND ADJUSTABLE STAINLESS STEEL CO CLEANOUT CLAMPS. SET SASE IN BED OF MASTIC - WCO WALL •^I_EANOUT LOOP AIR SYSTEM DIAGRAM REFER TO ARCHITECT'S I MINI' JM 12" BY GAS COMPANY (VERIFY) BY PLUMBING CONTRACTOR FFCO/FGCO FLUSH FLOOR/GRADE CLEANOUT 05NOT TO SCALE DRAWING FOR APPLICATION A30VE ROOF BFP BACKFLOW PREVENTER OF VENT PIPE BOOT EXTERIOR BUILDING WALL DO NOT PROVIDE TRAP TYPICAL GAS -PIPE REDUCER FROM BRANCH iNSTALLATION WITH PRESSURE TEST COCK- ON UNITS WHICH HAVE FIRED PIPE SIZE TO UNIT ROOFING MATERIAL AN INTERNAL TRAP, BUT ROOFTOP AIR CONNECTION SIZE, AT UNIT GAS MAIN SIZE AS SHOWN ON PLAN - DO DISCHARGE AWAY CONDITIONING CONNECTIOII REFERENCE O�'�1LY GAS METER - USE BLACK STEEL PIPE FROM UNIT UNIT 3/,`" PIPE CFH CAPACITY GROUNL` JOINT PIPE UNION NOT AI'pROVI:U WI1'Ii i I1IS PERMIT ROOF INSULATION I II SHOWN ON PLANS- PIPE INCREASER BRANCH PIPE. 3/4%1/2- TEE II III ROOF DECK THREADED PIPE TO SEE P,.AN FOR SIZE 3/8 F.I.P. ADAPTER III I I ENTER BUILDING ABOVE GRADE PVC ADANTER ON • STRAINER THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING PROVIDE SLEEVE IF ANCHOR PIPE TO ROOF WITH SLEEVE. SEAL ENTRANCE CONDENSATE WASTE -GAS SHUT--OFF COCK SPECIFICATIONS APPLY. FHAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED • REQUIRED E TYPE DECK OR JOISTS WITH INTO BUILDING WEATHER-TIGHT CONNECTIONS) - AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO 3/4"x1/2•x1/2" TEE 3/s F.I.P. AC,APTER OF ROOF DECK— U-BOLT AROUND PIPE I BRANCH PIPE. SITE DIMENSIONS CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND � AND ANGLE IRON DISCHARGE AWAY SEE PLAN FOR SIZE DIMENSIONS OF ALL. ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHAWN ON THEIR FROM SERVICE AREAS RESPECTIVE DDCUMEN"iS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE it MINIMUM 12" BELOW ROOF WELDED OR SCREWED GRADE OR FLOOR _ OF UNIT OR WHERE. BRANCH OFF TOP VERIFIED PRICIP TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE TO DECK OR JOIST PAVEMENT PROVIDE PIPE INCREASER � �_ -- 6" LONG DIRT I_EG AT BOTTOM OF SHOWN ON PIANS OF GAS PIPE MAIN ACCURACY OF THESE ELEMENTS. P'0 DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION WHERE REQUIRED TO MAKE ��-HUBL�SS PIPE OF THE KTHAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE MINIMUM 3 VENT THRU ROOF CONNECTORS ON VALVE OFF pRESSUFiE REGULATOR RISER - ANCHOR RISER TO WALL DOUBLE P2ex6" COPPER _ ^ SET AT 7" WATER COLUMN REQUI(INSIORED Ok OUTSIDE BUILDING AS PVC PIPE TRAP F J (:AST IRON PIPE ' BLOCK REQUIRED BY SITUATION) REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR c�fA PRt)F�.„ MINIMUM TEN FEET HORIZGNTAL OR THREE 4EET VERTICAL ABOVE ANY SI LONG 'T LEG FULL -PIPE SUPPORT �'' i:F.cS- VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. !'.AS EQUIPMENT CURB— c Q,• `> >` J - 1/2" BALL VALVE BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR PAVING AND SOU FOR SIZE 0. BCH PIPE Wf� t ^w� IGVI-l� APPROVED FLEX VERTICAL. SURFACE. rRCVIJE 1" FIBERGLASS INSULATION WITH ALL- GAS SERVICE LINE INSTALLAiiui: FROM MAIN TO BUILDING. PLUMBING LJ 6" DIRT LEG CONNECTOR SERVICE JACKET ON VEI:T PIPE INSIDE BUILDING WITHIN SIX FEET OF CONTRACTOR TO PAY ALL GAS COMPANY FEES FOR THIS INSTALLATION. USE ��5 VENT THRU ROOF LOCATION VERIFY FLASHING AND COUNTERFIASHING WELDED OR SCRnIED PIPE ANS FITTINGS PER SPECIFICATIONS. PAINT PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. Jl..1f WITH ROOFING CONTRACTO!.. EXPOSED METAL CAS PIPE, FITTINGS AND ITEMS LIGHT GREEN. a Larson Binkley, Inc. T 913-383-2621 ,� . l(�� RADIANT HEATER ,CONNECTION VENT THRU ROOF (VTR! OFTOP UNIT CONNEGTI NS 63 rl College Blvd., S 66 400 l 913-383-2831 AIR SYSTEM DETAIL NOT TO SCALE10 GAS SERVICE 1280 -�.-- O NOT TO SCALE NOT TO SCALE NOT TO SCALE Overland Park, Kansas 66211 lorsonbinkley.com 08 NOT TO SCALE COPYRIGHT 2007 PIR�ATIO".'r,f,:k' 1?J911 U1 11Evt�oN IAh DISCLAIMER: JOB NUMBER:TATATAlSHEET TITLE: SHEET NUMBER: offing of William A. Amor, Architect THIS DRAWING IS AN 01200703.09 ENLARGED PLANS, TAT Architocturo ■ Forensics ■ Education ;,E; ® INSTRUMENT OF SERVICE AND DETAILS ., PROJECT MANAGER: AND RISERS THE PROPERTY OF AMERICAS g g W & 68th PARKWAY RVM - TIRE COMPANY AND SHn,LI_ REMAIN 1THE!R PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR JMB 1672SkyfkvDdwe K) WHICH IT WAS PREPARED. Fullerton, CA 92831 PUBLICATION THEREOF IS CHECKED BY: DAA; EXPRESSLY LIMITED TO I REB 3 30/2007 Ph11(Ifx(714)87a9t331 SUCH. / '} 0 59 • _,. -'Otl�I'�I ��,d.. . ,� '4�FI�i��`�'S !'�°?P�' ... - .. i .. - _..... .._ 1:'t:'c � .r�-� - _ W,!.ay.'+...-, !�•'! !? !.. ., .. _ r -_.._,_._..... .. • • t _..... • . •� �t 1:� ..w,� w.,..� .�:.. ��!.� � . _ _,��,...-• r � rT r r � r � �- r � r "� 1111'�i T `` � - 1 i i � i , IjI1q1TTtTjjT1Tjq._ ' _- r�f 1 �T r rII r (�fj j1' f I(I 1 r r1-TTI rjr r f T T 1� � ,TjT 1 1 1I1' r I lI( I I 'Illl . 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' f xp 1= d• x y w e' a Imp UG r HAJNOHOLE WITH GASKET %/—GROUND WIRE, #8 BARE COPPER GROUNDING LUG BONDED TO CONDUIT BUSH:NG POLE INTERIOR NEAR HANDHOLE BASE COVER PAINTED TO MATCH PCILE r ' FINISH. COVER TO BE ATTACHED TO YS '� PVC WEEP HOLE 1--l"`'SOLE BASE. EXITING 12" BELOW TOP OF CONCRETE -BEVEL EDGES r' � BASE. ;t -FINISt' PARKING SURFACE OR GRADE I , ` A EM LS II ,u V#8 BARE CU STRANDED GROUND CONDUCTOR BONDED TO POLE STRUCTURAL STEEL ` `- = ♦ `�� I�� �� `-ANCHOR BOLTS. SIZE, NUMBER, CONDUIT AND CONDUCTORS AND PLACEMENT PER AS SHOWN ON PLAN MANUFACTURERS RECOMMENDATIONS y , CAST CONCRETE BASE AGAINST PROVIDE 6' OF 8 R •-- � 1 / GRD. CONDUCTOR ♦ \ \ - _.... ........... I �� UNDISTURBED OR COMPACTL COILED IN BOTTOM OF POLE BASE .--:�=�� ( 5�i MIN.) EARTH — – �,,,,- SER,ICE ENTRANCE \. . � I 11 ` 9 1 - 2 SWITCHGEAR. REFER -%- �' ,f TO ONE–LINE DIAGRAM ON SHEET I DIAMETER do DEPTH OF CONCRETE BASE TO BE DETERMINED ON A REGIONAL BASES. STRUCTURAL ENGINEER SHALL SIZE REaAR AND CONCRETE BASED ON RECIONAI. PA WEATHER AND SOILS CONDITIONS. ,,-'�" ♦ SEE LIGHTING FLOOR PLAN, ' � 01/E-1, FOR CIRCUITING OF .. ....I...- i 1 `, ,-..- � - .�• 1BL'ILDING MOUNTED EXTERIOR '� "• I�-' � � _POLE BASE DETAIL. LIGHTING, ` , � ,..............I............,' C12NOT TO SCALE f } '� Ir CONTRACTOR TO INSTALL 'SON-SHRINK MORTAR GROUT BETWEEN POLE BASE PLATE TELEPHONE BOARD �:- /l ' AND CONCRETE �OUNDATK Ae REQUIRED AND SPECIFIED / I I BY POLE MANUFACTURER.to I • '� ' , .-'''" (3) 010 - 3/4" C. ELECTRICAL GENERAL. NOTES r- ' – , 1. FOR UTILITY TRANSFORMER, TELEPHONE SERVICE, GAS, WATER, AND S;:;4ITARY SEWER LOCATIONS; SEE CIVIL SITE PLAN. 2. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION >ND COMPLIANCE WITH �'_L UTILITY COMPANIES REQUIREMENTS. ROUI-INC OF INCj " (3) 010 - 3/4" C. I i ACTUAL RC 0 NG CONDUITW�k AND . TPENCH AND PHONE CPAD ES F REQU REMEOR IN'fS ING PURPOSES F I ONLY. 1 I (3) 010 -- 3/4 C. / 1 1 SPECIFIED BY UTILITY COMP,10JES. VERIFY REQUIREMENTS WITH UTILITIES PRIOR TO INSTALLATION. / r�............ ♦ 40 r.., 42 I I I �^ � PA �/' _........__...�...._.. i__. _�_ ___..........._...___� _ "ham.... ................I ` ELECTRICAL KEYED NOTES � m r m ��■ w FIs Ir• m psi I� ��� �w , >� 1 EXTEND CIRCUITS THROUGH CONTACTOR, REFER TO PHOTOCELL WIRIN SHEET E-3. C DIAGRAM 02 ON ESTIMATE 150' OF 3" EMPTY CONDUIT WITH PULL ROPE FROM PHONE BOARD IN BUILDING. . �.• `' COORDINATE EXACT TRENCHING, ROUTING, AND POINT OF TERMINATION VITH TELEPHONE / COMPANY. ♦ / ......... . ....................................................._ __� �_ ..........._._ _ _._......................................_ EXTEND 3/4' C. W/ PULL WIRE FOR MONUMENT SIGN. COORDINATE WITH DISCOUNT TIRE. 10 0 00000 0 j _ REFERENCE ONLY Ir 40000000 % � NOT APPROVL•1) WITH 'I'H15 Pk.R',�i1T EMH NORTH ELECTRICAL SITE LIGHTING PLAN RIN9 '18 1"-20'-0'' THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APP,.Y. THAT SHOWN HEREON IS .SCHEMATIC IN NATURE AND NOT TO B` USED TRUE AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY' LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALEP PER STATE REQUIREMENTS. FTI FFIOF� Ar`�olwE�9501 /o t 65123FE Larso � � � 0R"•.�C►1f 63ti3 nCollegey Blvd., Suite 400 F 913-383-2831 �h'�f.%'1, � Overland Pork, Kansas 66211 larsonbinkley.com �X,PIaATION DATE I PJ31i COPYRIGHT 2007 �~ DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER. 01200703.09 Ia Office of Willism A. Amor, Architect THIS DRAWING IS AN 0 '09 EELCTRICAL SITE Architecture ■ Forensics ■ Education ® INSTRUMENT OF SERVICE AND LIGHTING PLAN THE PROPERTY OF' AMERICA'S gg W &; 68th PARKWAY PROJECT MANAGER: r TIRE COMPANY AND SHALL RAW REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: s' SHALL BE RESfRI;TED TO f�pp,,ap , R E) THE ORIGINAL SITE FOR AAS WHICH IT WAS PREPARED. FulNrton, Ce4 92831 PUBLICATION THEREOF IS CHECKED 9Y: DATE: Plgfiix(1'f4)L3'7t)-9L33f EXPRESSLY LIMITED TO GL8 3/30/2Q07 0 5 SUCH, - 0120010309E51.dwj 0323-07 05:10 ArolatSommur rR . 'i 1. C ., l..u,1..3a,. , ¢7.•y a roll 4-. .. ..... _.. - ' CI I T11TT iT IT1 T1Y1� Tl T1 T I TT'1 I1 i I" III _f_ _ t -. a _ • � $ i�r1 � r ��� ll'I rfifi ., s� I ( 10 11 112 � r 7a1 r � . I No.86 ol 111llrll t! +.il���l11�l�J�lllll�Wllll ' i4 � � 1 I e �' f llllJtl III IW�ll Illllll tlllllll 1 Il.�lll ilU � �r •viaw.. ...•.varra�+r+._..:......t..._,._ ..,.. ,....•.«,..,-:....-.-.a•.r.af ww-•.ti+r:,..a.w�r"..w�r�awrrwlwrv+....,++oP w.,s•......wirm+r.:._ _ .._y_—_w.,,r,r...�.,... .w.o.c•,..: -yrr-s+e ..w_..-w,,...•.tee.. ln•-.�z:-' ..+,...w«,xw•:..... ,. .r- .•,--... .r.ear�r..rrrw.-e-r:,ru+e...�a+w,r�a..11:.�e�u•,..s.,s:...,..a;.►tiv-.+r- ...sa,sZ•w.� r , ' '�i'i'n rel il���',• IIS r+ :1M..,fK matt.�trn•.r.*.•lwrka.s.aw.:,syly.¢•�r�n,r �`�+�! +TMs _ „« w.a•a ur. -�^M+ef^.. �l m4yvr7.» W... a++wl.asllwkite.l .ralp�AMnfie.. H.X�wtv.Ruer :L•6rwl'r .- ...L"1e�.1--._ - �.moi!-,.� ...� »e. - ..... _ .. .... ilk^•' + -. .. ...,. .:.... .-a 'sl�ll�ru - ,i� '-i S a i 3 4 STRUCTURE 17 35 A PANEL "A" 29 TO SWITCHES CHES .- 5 1 3 a HILTI CC27 CUP OR EQUAL ! 1 «I•,"m"- 37 - PANEL 'B" A 7 `T (1) 211 ANEL "C"( - - - - - - - - - - - - - J - - - - - - - - - - -- - - I ..-T..".._..._...__...._._...._............__._..._............._..............._._........_...._...._.._ ......._.._...... _.___ _.__ ."__ _...__......_............................_.... .......T-- _....._._....__.._.... _ _..._._.__. _.._._._._ .__.._...._....._.._ i __......_........._.."............. ........................_....._.._....._.....__...................._..........._...__. t _...._ _..-_"...,_.---.........._...__.._..... .... T _........: ....... ............. ... ................. ........._....7 .._............ .__............. .......__.._.. _ _ _.. _...._.._.__..__._.._....................... /12 SAFETY WIRE TIED 0 SAFETY ................ ......'.. . ..._. ...... ._ . WIRE SUPPORT HOLES & FASTENED -- ...: ::t,w:tttt u:.::: :t :t::::t:. � w i w all 10 TO BLDG. STRUCTURE. MINIMUM (2) i C AIX, _ SAFETY WIRES PER LIGHT FIXTURE ! u 7 I ; I t PLACED AT DIAGONAL CORNERS r r _...._._.. _.."......_........ i 1 I � I 31 � --�1 I .,` ` ,�r't,�' IT, -- .L..fln . ..... .. . '_ ..........._ ........ .._..... M M ! 1 q 19 1IhE STORAcc RACKS Y.. 2 ..._ A j r� + 12 4. �. '00F wP s` :::::, . . ..... .......... G4.lco' Ro�N K _..... _. .. " ,... I i F II ! K ✓EAD -IRE ST.'o SWITCH n I I ! /�f T .. ^_.. I08 i �._....._._.. "......... T. ITC. ........ Imo. �-- i I_. LIGHT FIXTURE SAFELY �' , . ��,. - WIRE SUPPORT HOLE, %;✓ ) �d ! M .......I_ - - - - - - - i _a - NOTF�ND TYPICAL � E - 1 L �_ LIGHT FIXTURE do BALLAST 14I oil ..... .... ... t i 1. J-BOX W NEMA 1 r Y ....... ....... .......... �.. ...f............... .........._......... Y PROVIDE / LS-20R RECEPTACLE UT AND WASHER SEISMIC RESTRAINT CLIP P _; U .... .. ._ .... _ 1L. UNISTRUT - 12 GAUGE MINIMUM (4) PER LIGHT EXPOSED T-BAR CEILING 11 - QM ' J •--••••-•'-•••-" - ..........__..._.."...... .."..... 1 _ X03 ' � p ... `. .� ;;. MANUFACTURER SUPPUEp FIXTURE, SECURELY ATTACHED so CORD do PLUG {L5-20P) (1.5 X 1.5 ) TO CEILING GRID-•TYPICAL--� CENTER OF FIXTURE O +11'-0" I 3. - e "-- " _.�_ t.'.......iY� ._..i D 11. SPRING NUT A.F.F. OR AS REQUIRED BY :::':::: ♦ 5 - THRU / 3. ALL THREAD TYPE CLAMP ._...... ... 12. NUT AND WASHER ALL WIRES ARE TO BE TAUT WITH A MINIMJM OF 3 TICH7 TURNS EXTERIOR ARCHITECTURE. '-1� - {""' """'F"""""""'"" 4. 1 4" ALL-THREAD _ 1 TYPICAL FOR ALL TYPE D FIXTURES. / AROUND SELF TYPICA_ :. . ........... "..... .. ._.._._........................._.._ _. 1 e 6 2 P Z i , 5. ROOF STRUCTURE 13. THREADED ROD TO - FIXTURE BRACKET ♦ J - ,- THRU 6. UNISTRUT CHANNEL ... ............_.....^._.. ...N . . . ....................................... r _..... .e I.. .._......... { P' 14• SEL JOIST RECESSED LIGHTING FIXTURE SUPPORT DETAIL 7 s E 1 Y CONDUIT RACEWAY _._ ..........`........ _ ............. _ 7. FIXTURE HANGER 15. CO04 " 1 IOq "." . FIXTURE M UNTIN DETAIL NOT TO SGILE P) I NIlLO BAY ° `� .... ♦ _ . .. _...... ......cam. ...E ....1... ...l ..A. , D 03NOT 37 : _. _� C......NOTE: FIXTURE INSTALLATION TO COMPLY WITH ASTM (:636-96 ANU 1 A � r �TO SCALE __ _ , 1997 U.B.C. SECTION 25.213. _-._.. " 1 : r ..�...... . . _ ............. ._.. _ f.. i _�_. _.... _..._....-._ LEGEND NOTES; \,-}..... .... ► ` _...._ _L..... 1. PROVIDE J-BOX PROPEPLY RATED FOR ELECTRICAL KEYED NOTES .................. { 3 . ...... 1....; L" 6 FIXTURE WT. 1 EMERGENCY FIXTURE WALL MOUNTED 9' ABOVE D = �___ I .... ......I ........ _:�-i_.....I \ / 2. TYPE MC CABLE MAXIMUM OF 6' ❑ FLOOR. �" I I a...................._.._.. .._ . . OR UNISTRUT CHANNEL �- I :...•r:•.�::•:r.:::.�::��•::_�::::�:::.�•:::r-•.�:F:::.•s�:::z.::�t•:�:.-�::.:�-:�::.:�:.�:�:::�:.�:.�.:�::.�-yt:::.t-_ :::.�.�1:�•:�•.�•�.:i...:.t....�...t."�•t."�::�....i....�:.'�:....�...>••....1::...x•� , / SLACK 0 A RICH AS R{•••• '� WITH REQ'D UL. LISTED CLOSURES AS ❑2 MOUNT EMERGENCY LIGHT FIXTURE S 25 - \ 3 / 3 _ \ RACEWAY POSSIBLE ON SIDE OF TIRE RACK. -- - IW '.... �l. }� ..C[TT.S� .T T..T�TTl.�.T �l.T, R i TT: L YTS ,,...,..S�:Ti6dl:.RfR'R.SNtRRi- ----T...�.�Ti! Slf�1 tY T- ...R.TJrf �� TTSi tT..�S!TTf T �1R t RT. T LOCATION WITH SIGN ----- ......_....._..._.... ..._ __.._..._...._._. ... _.__.... ---------.._"............__.._ �'_. ...._.._.__"_.... -- 3. ALL THREAD TYPE CLAMP Q3 FOR SIGN, COORDINATE L D/.............. C,_..__..... ._..___._._......._.._._.. _...__.............___........_..__....._... ----- ... ... _ ___ ________.._. ........... - - .......__"..._.__. CONTRACTOR. D PROi1 y��y _.�..... _. _ 4 4 4. 3/19' ALL-THREAD 1 � c' n 5. ROOF STRUCTURE 4❑ ROUTE CIRCUIT THROUGH CONTACTUR, HEFER 39 12 13 1 t 0 PHOTOCELL WIRINGDIAGRAM DIIU TSM 020 NOTA I A 4 A l c 1 2 12 6. JOIST E-3. FOR A.LL. S G CENTER OF FIXTURE O +1 1'- I ' ALL FIXTURES IN 7. NUT AND WASHER COMBGJE OR SHARE NEUTRALS WITH OTHER ! IX DISPLAY" ? r.� (2.`� A.F.F. ^R AS REQUIRED BY 10 CIRCUITS. C _� \,••. ,� NORTH LIGHTING PLAN 1��"') EXTERIOR ARCHITECTURE. 8, TYPE "P" FIXT. OR PADDLE FAN E TYPE P" '"' "' FOR ALL TYPE D FIXTURES.111-A a LIGHTS %RE TO BE MOUNTED AS HIGH AS FIXTURES UNLESS 1/8 1'-0" 9. J-BOX CONNECTOR FITTING POSSIBLE T•0 THE UNDERSIDE OF THE NOTED OTHERWISE ......___ -� 9 10.LAY-IN GRID CEILING CORRUGATED METAL DECK, BETWEEN aTEEL BAR TRUE JOISTS. THE LIGHTS WILL ALSO BE CENTERED 1 1 t.UNiSTRUT - 12 GAGE (1.5" X 1.5") BETIYEEN THE TIRE STORAGE RACKS. FOLLOW MFR GUIDELINES FOR LOADING CnGrtDINATE EXACT LOCATION WITH DISCOUNT AND FOR SPACING OF SUPPORTS. TIRE CONSTRUCTION MANAGER. SEE DETAIL 03 THIS SHEET. 1 CH.INNEL HANGER ._._ ».....»"_........_..................................»...«...._...." ........_................_.....,,,.................._......_.._....."............_..»............_._......,,... -.. .,....... ..._-..................-::.^^^^^::r.."..__...__...........-...._. 8 amss.......•..............mat......t..._...t...:r••,ta.rtmn:r::::ar.:::wtaru:m:::r...r:.:.:..... ." ..:::.. 6 FOUR GANG 'hALL BOX FOR SWITCHES a THRU -.•: .. :::_ ................... .............................................. r"T :: T. ._. _ - _- 13.REMOTE BALLAST W/ WIRING CHAMBER ❑ d. COGRDINATE EXACT MOUNTING HEIGHT WITH _. ....... ....."� UK, A ........�.... .. 1 ........... ..... � E ! �E 13T':: : T^=:' E 1 f IE 1 f I E1 I I I Ell DISCOUNT TIRE CONSTRUCTION MANAGER. "' "''- '' " I �J a7 FOUR GANG WALL BOX FOR SWITCHES a THRU 13 13f 34h ! , ,;4h i�!� A 33 \ 2 _ h. COORDINATE EXACT MOUNT HEIGHT WITH I __...................................... .... ::: -:::: E1 t.. E E 11 _ E1 2 Y_..E Y PENDANT FIXTURE.` o AND PADDLE FAN MOUNTING DETAIL DISCOUNT TIRE CONSTRUCT�UN MANAtiFR. i) M E E1 ...._ O 1�;e 2 iie O 11e 11e O O 5 NOT TO SCALE FOUR GANG WALL BOX FOR SWITCHES k THRU _._,,,",......."" " " - 8 �) f •.•. ...•....I ' 13f TO SWITCHES "e","f" X - 7 9 n. COORDINATE EXACT MOUNTING HEIGHT WITH II 1 MEZZ. TIR� -TORACE RA � © ® ® DISCOUNT TIRE CONSTRUCTION MANAGER. II :,.:a: I II i ; ,: I ' � I� � A34 EXTEND TO CEILING MOUNTED EXHAUST FAN. I Y1 ,y�J SEE SHEET E-2 FOR MORE INFORMATION. k I m n LIGHTING , .....� .. "•-. I d LIGHTING I ! I o b c OVERRIDE ® REFER TO SWITCHBANK DETAIL 05, SHEET E-1, 1 r 1 E i E I jEl I E1 !E Et E1 i I E1 ! SERVICE AREA OVERRIDE SHOWROOM FANS FOR SWITCHES a THRU n. COORDINATE EXACT II �.T..',aR.:...! A _ _.... O _... ".: :.:...__.............1-:.-:. : ::.:.... .•.......�......_. .. 0..__.:. Y36g' OMOUNTING H' IGHT ANO LOCATION WITHDISCOUNT TIRE CONSTRUCTION MANAGER. �� i 5b 3a 5b9d 7c9d 34h 1 TYPICAL FOR ALL Ii 1, ., _. ..... ... .... ... . � L...... �_� 11 LIGHTING CONTACTORS TO BE MOUNTED ABOVE Ii -' . ELECTRICAL PANEL A ABOVE CEILING. - - ; ^. I TYPE E AND E1 TO SWITCHEt.:.::::: . r r __.._......... .. FIXTURES 5 -- e f g h U Q PHOTOCELL MOUNTED ON ROOF, FACING NORTH. II dSEE PHOTOCELL WIRING DIAGRAM 02, SHEET t:m::::,:m:.::::::::::.::-::::::::-::-::-} 1 A A I � SERVICE AREA E-3. 1 1❑3 PHOTOCELL OVERRIDE SWITCH MOUNTED ABOVE I I ;3 7 r NOTE: LIGHTING SWITCHBANK. (' 9 ALL DEVICES (SWITCHES AND RECEPTACLES) TO BE WALL GRAY I SS COLOR. � COVER PLATES TO BE ❑ yyg 2pp MOUNTED W;TH 30 MOTION MINUSES SDURATION.TOPPER Ali - E STAIN STEE 5b O 9d RECESS MOUNT ALL DEVICES AND CONDUIT 13 REFER DETAIL 05-E1 FOR PENDANT FIXTURE WHENEVER POSSIBLE. "P" AND PADDLE FAN MOUNTING DETAIL. TO SWITCHES PROVIDE A MINIML M OF 14 FINISHED FLOOR - SERVICE AREA FINISHED FLOOR - OFFICE 18 TIMECLOCK MANUAL LIGHTING OVERRIDE SWITCH TO SWITCHES "c","d" CLEARANCE FROM THE (TORK #A502HH). REFER TO DETAIL 07-E1 Rau, wawlwbw EXTERIOR WALL SO THE b FOR MORE INFORMATION. `''- - �"�°��: FIXTURES UO NOT INTERFERE SWITCHBANK DETAIL ,'°'_�': "„`� ,. WIT.I THE GARAGE DOOR WHEN ;r 120 V17 HOMERUN CIRCUfTS THROUGH CONTACTOR AS - •-..,°` §==i,<, I FULLY OPENED 06NIOT TO SCALE SHOWN ON DETAIL 07-E1. EXIT AND `'-�-.``�"�• + SHALL BE UNSWITGHEO AND `---'.'."`�_�.,, � REFERENCE (ANT-Y (A-21) - 2-POLE 7-JAY NEUTRAL EMERGENCY LIGHTS REMAIN CONNECTED CONTINUOUSLY BY �' LIGHTING TIME CLOCK _ m. .._,• n„ i NOT AFFRONT=D WITH THIS PSR: � BYPASSING THE ALL. CONTACTOR CONTROLS. �~ ' F-� MOUNTED IN �r' ICE 1 �~ •�, ......... I POLE, I - - - ^ 12 POLE, - - 2p SMP LIGHTING 2L AMP LIGHTING I Cf:TACTOR I I CONTACTOR I THIS SHEET IS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING MEZZANINE LIGHTING PLAN SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED C c NORTH I I I AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO A-21 �� SALES LIGHTS I I A-3 -r--1�---r GARAGE: LIGHTS I I I A-3 - GARAGE LIGHTS I SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMEM'�'S AS SHOWN ON THEIR F.... I A-33 - OFFICE LIGHTS TRUE RESPECTIVE DOCUMENTS. THESE ELEMENTS ARE SHOWN FOR DEFERENCE AND SHALL BE I I I A-7 - --{(--- GARAGE LIGHTS I VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMJZS NO LIABILITY FOR THE A•-35 F- SALES LIGHTS I I ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION I I I ( A-9 T-- f--r GARAGE LIGHTS OF THE I q-37 -�-•--(�--� SALES LIGHTS I A_11 GARAGE LIGHTS I REQUIREMENT.��4T THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE I SPARE I I A-13 GARAGE LIGHTS I - �-•� ` ,� A-34 TJ�--r- GARAGE LIGHTS `^ i A-38 - GARAGE LIGHTS I ro 9 L011 o' A-31 TIRE STORAGE I MINIMUM INTERRUPTING RATING FOR ALL RELAYS A-19 I I FLAT REPAIR LIGHTS 'TIME CLGCK AND CONTACTORS SHALL BE 10,000 A.I.C. I I OVERRIDE SWITCH I 0...x. '':1 p WITH 2 HOUR MAX. TIME SETTING TIME CLOCK WIRING DIAGRAM' ' / (YORK / A502HH TUff TO IIIICALIi � Larson Bink!e Inc. T 913-383-2F21 �C`',•�^-� - , �`• •l[ L 6363 College: Blvd., Suite 400 F 913-383-2831 -07 Overland Park, Kansas 66211 lorsonbinkley.con: -------- •EXPIRATiON DATE-, 113):v COPYRIGHT 2007 REvsION �� _ "- ---- ----�- DISCLAIMER: JOB 01200 03.09 SHEET TITLE: SHEET NUMBER: N0. _ --- - w office of William A. Amor, Architect THIS DRAWING IS AN LIGHTING Architecture • Forel'nsics O Fducation ® IN'S'TRUMENT OF SERVICE AND PLAN THE PROPERTY OF AMERICA'S 99 W & 6 g f h PARKWAY PROJECT MANAGER: -- TIRE COMPANY AND SHALL _ REMAIN THEIR PROPERTY. n THE USE OF THIS DRAWING TI GAR D e 0 R DRAWN BY: - SHALL BE RESTRICTED TO 111 THE ORIGINAL SITE FOR CJM/AAS 1572 SkyNrn Di R E ) WHICH IT WAS PREPARED. -- "- Fulhrton, CA 92831 CT: PUBLICATION THEREOF IS CHECKED BY: DATE: �(714)870-9631 EXPRESSLY LIMITED TO GLB 3/30/2007 I SUCH. 012017^;u9EI.dwq 03-2S-r;7 (:19:343 AtulalSammur "� •� '- � �; ' �`- t1I- iFT Tir� T1 fi TT1' f1 1T ' T1 f"f .T TT Ti I I l I I l I1Tl I l IT' 1 ITrI l iT i11111 i I L I I • rl � lIrr1 . t1 �1 IT 1 �'1T� 1 � iii � i , i � I 1 Z 8 _ 8I 101 11 X12 ..''tt IU�ll llilllillllJlllllllllllll •� } ', 111 1111 Will .I�1.I 1WI u •� - h -• �.( - _ 1T�. -. .4T:S.e .••t--:•'4�-+�. ':':�..:.':: ..,,,+[':.'.eM•..,� .;,yj•.:. :1 �.-4'm4J,Y',W/'.J�WWIr✓�•.r•:]M�7^11:i .._.. ^ + _. .., T .'-1. _ .17:n:rlt0lN.1"JCt..•_1�r.•wr,W4:..e1'Y.+4'Wil.:.fMI.WY'7F"Y`C3f:K'. �.wY`i ..�:.lii%-' ei.+M4111F14ul.:Y=::US L��li.. .� '.: ♦: � • _ 'r.,M�r�:A'MInYu"43"'eX+^R M 'Tl.�/ -,_+f9M.,Y'.w'. . y... .fir .. .. T-.....:.�$1t.__..i.-- u. .e.,.. NuuW..a..+R•:�.r'S.t,sMRM-•�M�r.ra••�M.M.'.s.�.+s.-rS-�^3i+1!':ANY.....M��11R-'!.•'4?.»�Slf.rY•QIN.,: '� •.. . :.:... IM'�W.+,W+..H....-•...r.•i1.rY+6'1•w."_,.v...qt'1♦w1'A.Y.":•�4:�'•'�'s-b•Y�.lfl'�'..' '..Mw.' .�41••':HMYf'.ill»I�»I•M,.3•M.fI►N'.:-.I:at.._. _.�i'.il}'ui-... t..:t'M1KY�M.LMP/JII�..tNll`� eller .1L�l µ'.'4YGl� - � i1wZiilWolµ - e�•-:i1A ni i .I i1 tr' :3 it is r. f _rr TRI AL KEYED N TE B C3 C 23 PROVIDE FLUSH FLOOR-MOUNTED ISOLATED C_=ND FOURPLEX b RECEPTACLE MOUNTED �ItPANEL ' CAST BOX AND THREADED HUBS, iNITH ( ` ) w ,5 C COVERPLATE. COORDINATE EXACT LOCATION OF BOX PRIOR TO wA" 3 3/8, 1#10 G. IN 1 2 _ 1" J INSTALLATION. _... .._.. _....... _ __.. . _ -.. ....... _.... ...... ..w. _.. �........_....._..... .. ....... ...... ...._ _..... ...._. ..... ....... ...... ...._ ....... . ... 7 1 }— yr!!:a!iar z ,• •.:+s!r::!+!!!! s!!!!!!k. !s;!syn G�!s!r•:=.!s!� : ':a_ �! _. — T I , _............... ........._.._......._.._.._........ .................................................._.......... _ _.._.._.__ __...._.. .. __.._.... _....... 2 EXHAUST FAN POWER TO BE SUPPLIED FROM LIGHTING CIRCUIT. !, i a ..... _.._...... _. _ ..... SEE SHEET E-'1 FOR LIGHTING CIRCUIT. ; •�+" ( _� .. ...... . 17 .. PANEL I L:P ...... ._ PROVIDE (3)N8. (1)#10G. IN 1"C. AND 60A, 3P, DISCONNECT W/ l:............._... ........_......... . 1 L.._.... I !iQ ; 8 O' y I f ; (3) FRN-'35 FUSES. MOUNT TO NON-REMOVABLE PANEL OF UNIT. COORDINATE WITH MECHANICAL. J........ _.... ................... . 6 . ..1 ... NE� +24" I + ! i 4 41 ---ELECTRICAL CONTRACTOR 2 343 8.._ ._..................... ........ ::::.::... ......� l ...__.. .... ::..T. 1 E: TO INSTALL do WIRE 4� PROVIDE FOURPLEX RECEPTACLE FOR WALL-HUNG HYDRAULIC ...........,' fN i ^ '. ! SPRINKLER ALARM BELL r . ! B 17 'TIRE S IOk�r�E EZAC,i:S w ! PUMP. MOUNT RECEPTACLE 24" A.F.F. RECEPTACLES FOR PUMPS i�I i.;. j q 3 3 9 ,9 ! PROTECTIPROVIOEI)ON @�' FIRE 2 " '.. n, _ MI I 2 5 10 ECTION CONTRACTOR. ONLY. . I _. _..... ! 4 - 9 18 - 11 5 10 - ! 33 B 0 20 AMP RECEPTACLE FOR SUPPLY FANS SF-1 THRU SF-3 MOUNTED L �` _ ..... X ! 54 ._ H 9 B SF -, , ._. m- ', 30 UH TO TIRE RACK AT +14'-0" A.F.F. MOUNT SINGLE POLE SWITCH AT J 1 E -" 106 2 13 i 1 I 29 2 SF ( ::_ ( 28 1 10 +48 A.F.F. AND MAKE CONNECTION TO FAN AS REQUIRED. ! 3\1 � B I B i .............. :.. 102 ' :::. . : J 10 :_ _ 5 6 pROYIpE 20 AMP 120V DEDICATED RECEPTACLE FOR SPIN BALANCE Z + 9 F_JI g I ( 2 W _ . j GFI DEAD TIRE EQUIPMENT. FIELD VERIFY EQUIPMENT REQUIREMENTS AND I i rr } _._... —. SF LOCATIONS PRIOR TO ROUGH—IN, MOUNT RECEPTACLE AT 24 A.F.F. 12 f ��;•. 7 .3#6. 1 10 GNp, IN 11' FLEXIBLE UOUID- TIGHT CONDUIT. ! _. .. ..t .l...1.'. ...... 4....i 0 GFI CFI CFI CFI d0i CFI on GFi _ GR GFI E 1 - Gn PT I ECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO v EQUIPMENT. FIELD VERIFY EXACT LOCATIONS PRIOR TO ROUGH-IN. t II d +F. j I I TR4A + U .... ......__........_....__.. ,. .._. 6 6 �....... 8 AS A PART OF ELECTRICAL GENERAL NOTE "L" ON SHEET E-3, � i .'A G ';I + I Z� I'$ +i� � i0 � 14P 26 __. ...... 26 PROVIDE (2) 3/4" C. W/ FULLSTRING FROM PANELS "B' AND "C" _......... ....... _.. .......... ...... . 11 31 404 J 42 � � 323436 34 �6 J 6 4 FOR FUTURE USE. ONE CONDUIT FROM EACH PANEL SHALL BE ) 4 _ r \_. ROUTED TO ABOVE ACCESSIBLE CEILING IN THE FIRST FLOOR li. __.. ._ .._.... ......__ _..__. ..... ........... 3 : FI ! �= 5=R I''E HALLWAY AND THE OTHER SHALL 9E ROUTED TO THE CEILING II 24 / SEE/CT METER. SPACE IN "STORAGE 11" (ABOVE OFFICE AND RESTROOMS. ON _ !,! f ! -y1' C30 34 3 22 ....1. ........ .. .. . . . . _ g 0� � C 26 A 2 � RISER 2 MEZZANINE). I JL .5 LA.......... ... ,�..... 32 6 SHEET E-3 ................... 101: _.._._ ...._..._.......... .... ....... 40 42 4w F GFI PROVIDE 20 AMP, 208V, DEDICATED RECEPT' _ ! i 1 � C 38 ALL RECEPTACLES OTHERICE W SEB/►NOTE�O DEAD TIRE STORAGE AREA SHALL BE MOUNTED AT ; �•-I �'-� g 1L6-20R) FOR SPIN -•• 29 C BALANCE ECIUIPR�ENT. FIELD VERIFY EQUIPMENT REQUIREMENTS AND D. ALL SWITCHES SHALL BE MOUNTED AT +48" A.F.F. LOCATIONS PRIOR TO ROUGH-IN, MOUNT RECEPTACLE AT 24" A.F.F. (TYPICAL OF 12118 - - - - - - ( ALL RACEWAY TO BE RUN OVERHEAD AND SHALL CONFORM TO N.E.C. ARTICLE 511. SEE EET -+q FOR ELEC•TRICAIt 1NiRIN D DEVIL LO CAT : ON TIRE RACKS. I I REFER TO MECHANICAL. DRAWINGS FOR EXACT SIZE, LOCATION AND 'j. ............. ... .... .......... ......... ........... .......... ................. ....._... ...................... ....... .......... FOR FOR ALI_ MECHANICAL EQUIPMENT. PROVIDE \ .... ELECTRICAL SEK'VICE FOR EACH ITEM AS REQUIRED. �C r i.._.J...................... .......... ............. ....._... ............. �..._ I Q D D10 + 14 I I `-'' 1 I t. U- ........ ..... ..... ..,........ ......... . li 12 i i 16 B I 11 1#6 GROUND TO BUILDING GROUND. 42 1 H.. ,..._... I 1�2 PROVIDE A GROUND CONDUCTOR AND AN ISOLATED GROUND i CONDUCTOR FOR THIS CIRCUIT. \� I 4 � .................. ................. 2 4 4 TELEPHONE BOARD, SEE SHEET E-4. , � ' \; I _........ ... .... ._....... .�. ............ .............. ............................. . _ ... ........ ........ ..... .... ..... ....... _...... © MECHMICAL FURNISHED LINE VOLTAGE THERMOSTAT. ELECTRICAL �'�. '� GFI 1 CONTRACTOR SHALL INSTALL THERMOSTAT AT 48' AFF AND PROVIDE � _ I� , _J F EF5 EF8 EF7 EF8 �_`•-...:..... _..__._ - - -- ==-==t==,==__:�; .______ CONDUIT AND WIRING TO MECHANICAL EQUIPMENT 16 REQUIRED. � - l ® 60A, 3P, NEMA 1 FUSIBLE DISCONNECTS. SIZE FUSES PER MANUFACTURER'S RECOMMENDATIONS. COORDINATE LOCATION WiTH r------I COMPRESSOR INSTALLER. PROVIDE CODE REQUIRED CLEARANCE AS NECESSARY. MOUNT AT +48' A.F.F. � 1 J. ® PO�DNDICATOR VALVE AND E 1" UNDERGROUND ELECTRICAL 0 CONDUITW1 FOR FIR'RING TO E ALARM FIRST" FLOOR POWEI�,pLAH AS REQUIRED BY LOCAL CODE, RUN CONDUIT TO TELEPHONE 90ARD. 01 NORTH © 3/4" CONDUIT ONLY W/ PULL STRING. STUB-OUT AND CAP AT L_____� LOCATION DIRECTED BY DISCOUNT TIRE FOR FUTURE MONUMENT TRUE SIGN. FINISHED FLOOR - SERVICE AREA ® CONTRACTOR SHALL CONNECT TO MOTOR FOR OWNER SUPPLIED -- "INSOL-ROLL" MOTORIZED SHADE FROM JUNCTION BOX. rmm. ® THREE MOTOR RELAY SUPPLIED BY "INSOLROLL". PROVIDE SWITCHES WITH ENGRAVED PLATE TO SHOW IDENTIFICATION TWO MOTOR RELAY SUPPUED BY 'INSOLROLL". OF CONTROL. 21 MOMENTARY MASTER SWITCHES FOR MOTORIZED WINDOW SHADES SUPPLIED BY 'INSOL.ROLLAND LOCATED WITH LIGHTING 03 EXHAUST FAN SWITCHBANK DETAIL , 5T SWITCHBANK. NOT TO SCALE p TO MASTER SWITCH '1' LOCATED IN OFFICE. TO MASTER SWITCH "2" LC�:ATiED IN OFFICE. p �.__�A 18 — MF T. TIRE: STORAGE RACKS � f 31 EF-4 A ® TO MASTER swrrCH 3 LOCATED IN OFFICE. 1 � .................. 1 DUCT MOUNTED DETECTOR IS :42-W EF • TO BE FURNISHED BY MECHANICAL r _.... .........EQUIPMENT SUPoUER, INSTALLED BY MECHANICAL CONTRACTOR. 4 I EF EF 7CONTROL WIRING BY MECHANICAL CONTRACTOR, POWER WIRING BY l \� " 5 840 6 i j 10 t ELECTRICAL CONTRACTOR. --THERMOSTAT BY WATER HEATER. PROVIDE 30A, 2r18V, 14, 2P DISCONNECT DLl/ICE. MECHANICAL CONTRACTOR I +42' A c 13 C 19 i EF C I 5 , •1T Q>e,.. I i COORDINATE WITH PLUMBING CONTRACTOR I 32 ?0 I 1 ( C 17 ( 21 ! 8 ® (2) 3-1/2' C. EACH W/4#350 kCMII_ EACH CONDUIT. EXTEND 42" i C 37 CONDUITSAND WIRE ..... ...... ... ........- ..__.............................'................. ....... L.. ............. .......... ._.... .................._... ....._ ....._....__...._.. ...__._...t--._...._..............�::::::a. :::::.�................_........ .... .....-., CT/M� EQUIPMENT. COORDINATE TRANSFORMER UTILITY COMPANYFOR FROM 8-32 GFl z2L. .. .....;i 39 EXACT REQUIREMENTS. - I I I C ,o .i __...... ._I --- _ _. ................................::..::::u::: ._............. ............_................ .,::::.. B `� .t� L, NOTE NOT USED. .. ............ ® UP TO EF-4 3 4 6 3 2 4 _' -__1 8 -= - RH � RH ® PROVIDE POWER AND MV(E FINAL CONNEf:T101: TO 4.2KW HEATER. IH-1 C 6 C 31 PRQVIDE (4) TWO POLE TOGGLE SWITCHES FOR EXHAUST FAN I"-�-'� � ., � 14� CONTROL AND LABEL AS TO USE. B-36 I I IH--2 I J-BOX FOR IRRIGATION CONTROLS. FiELD VERIFY EXAC f LOCATION. B-38 �t�•- + I j tj Vj RECEPTACLE FOR COMPUTER SERVICE UST IN SERVIC! AREA L_ _ _J JI �1 p an MOI 10JT 4T 48" AFF. Won,' GFI ! 4 POLE, 20 AMP i ® PROVIDE 20 AMP 12M' DEDICATED RECEPTACLE FOR TIRE CH,WGING CONTACTOR - EQUIPMENT. FIELD VERIFY EQUIPMENT REQUIREMENTS AND :�. RTU RTU RTU LOCATIONS PRIOR TO ROUGH-ISN, MOUNT RECEPTACLE AT 24" A.F.F. 2 PROVIDE #10 AWG COPPER GROUND WIRE AT THE CPU LOCATION. .'�,•r INFRARED HEATER CONTROL THE X10 WIRE NEEDS 'ff) BE A SODU ::GF'PER WIRE CONNECTED -TO THE THE COLD WATER PIPE WITH A GROUND CLAMP. PROVIDE 10 04NOT TO SCALE -moi';amu FEET OF' WIRE COILED ON THE OUTSIDE WALL, BELOW THE , ISOLATED GROUND RECEPTACLE. THE COMPUTER DEPARTMENT WILL "�--.`_ REFERENCE ONLY PROVIDE A GROUNDING; LUG ON THE METAL_ EQUIPMENT SHELF 'T r.. I`UT APPRUVLI WITf i THIS P V ANDTHE ELECTRICIAtI NEEDS TO CONNECT THE X10 GROUND ... .. ..............!-1............................................................................................................................_......._........f-1...................................... _.........._._..._...._......_..............._......._..................__._.........�1._._.........................................................._..._...... OT ............................................_........._.1�.................... � WIRE TO THE COMPUTER SHELF. --_. ® PROVIDE 1/2* CONDUIT WITH PULL. WIRE FROM T'STAT/SENSOR TO THE UNIT. ® PROVIDE 120 VOLT POWER TO SMOKE DAMPER. SMOKE DAMPER MEZZANINE POWER PLAN WILL BE INSTALLED AND FURNISHED BY MECHANICAL CONTRACTOR NORTH o THIS SHEET iS PART OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING AND WIRED BY ELECTRICAL CONTRACTOR. 1/8"=1'-U" SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED A5 A SHOP DRAWING; THEREFO;,OE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO BRANCH CIRCUITS DROPPING DOWN FROM OVERHEAD AND SITE CONDITIONS AND THE EO UIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND TERWINATING ON WORKBENCH ARE TO BE INSTALL IN RIGID STEEL TRUE DIMENSIONS' OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR CONDUIT. RE�RECI;YE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE ® EXHAUST FAN SWITCHBANK. SEE DETAIL 03 ON THIS SHEET. VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIAsiLITY FU2 THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUW 'D FOR ANY PORTION ® MOUNT WEATHERPROOF GFI UUPLEX TO NON-REMOVABLE' PANEL OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED SND SEALED PER STATE OF F TOP UNIT. FULLY COORDINATE LOCATION WITH REQUIREMENTS. MECHANICAL_ CONTRACTOR PRIOR TO INSTALLATION. 41 PROVIDE 20 AMP 120V DEDICATED RECEPTACLE AT 18" AFF FOR ELECTRIC SOLENOID Gr:AIN VALVE ON THE COMPRESSORS. 2010, 110 GPD, 17 '"Cey L•41cr "� �t' ® 120 VOLT TWO—POLE THERMOSTAT FURNIE:;ED ECHANICAL 47 6�i1,:F2 r CONTRACTOR, INSTALLED AND CONNECTED dr E,._CTidICAL CONTRACTOR. MOUNT ON WALL AT 60" A.F.F. COORDINATE REQUIREMENTS WITH ,� MECHANICAL CONTRACTOR. C N (1) 20A RECEPTACLE AT EACH PILASTER, MOUNTED AT 14' A.F.F WiTH Larson Binkley, Inc. T 913-383-2621 A SINGLE-POLE SWITCH AT 48" A.F.F. FOR FUTURE FANS. 6363 College Blvd., Suite 400 F 913-383-2831 :: ;i. 1( (�� ® DOWN TO THE THERMOSTAT IN THE COMPRESSOR ROOM. Overland Park, Kansas 66211 iareonbinkley.com -EXPIRATION DATE: 12131ia? COPYRIGHT 2007 �' Itw�os DATE: TATA DISCLAIMER: - JOB NUMBER: SHEET TiTLE: SHEET NUMBER:Office of William A. Amor, Architect 01200703.09 ALT • Architecture ■ Forensics ■ Education * INSTRUMETHIS NT OFSSERVICE AND PPOWER THE: PROPERTY OF AMERICA'S gg W & 68th PARKWAY PROJECT MANAGER: TiRE COMPANY AND SHALL RVM REMAIN THEIR PROPERTY. THE USE OF THIS DRAWiNG TI GAR D, OR DRAWN BY: SHALL BE RESTRICTED TO 1572 9Nryli M Dtre THE ORIGINAL SITE FC9 CJM/AAS ■ (TIR E WHICH IT WAS PREPARED. Fullerton, CA 92857 PUBLICATION THEREOF IS CHECKED BY: DATE: PhAIMx(714)870.9631 EXPRESSLY LIMITED TO a GLB 3/30/2007 O 1 SUCH. 0120070309E2.dwq 03-23-07 08.42 Ara!ot.Surnmur �"ra .. .....,.. .�r+"r�+,•wneA+AA n+9t11MiFM�l, +# 1 "9�5t9V": J1�r ' > °t�ps?!�te 1► Is A A.G4 Mi 'M r _....-9774 -1r•A, w... r. .,.,, .-..._...,.. --- - �.. ., w—....-.. .: .�r. .. �` 4 1,. n: r � .. -'- • - - '__-_.....;. a•e!n,N��'. ,,. '�.'�ROM!lXe.tNMP[M �"•fiS;Y:F.,'F•:�� .,`Y -,...., rt?'sa ... ... ! giR, � - 1 �r71TirirTr r�ilrj I�r(T1T IT Tr 11��fril�i tIi i�I 1111iji�I�i f�I r�'rilji ii1 Tif 1�i I(t�T�T Ti. T. �i iIi .. � � 1 I 3 4 y ' I '++ I 1 . � �._ ... 8 10 11f 12 d ----- f No.38 AN r ti 9 9 lir 6 -I Ole t!� I Jllllll llll�lllt Wlllll t e e 1 11111 � tlll �:,�llul It lll�l ll Ill�ll lll.11llll i • ..... .. .. -...,..ert..r.:'..�....rr:..., +,.�a....wa�+.u.ac:... _,..w.r...'!.X ACS_,:G..:.•,,.y+.'1MRsf'S,.A"k24!VA�:.+gws ..... .•yy,a,.,tle..,wamrAwP.....•w.„, � -W"wYaA.`Ww�.:.....< .;,...:.M+.r_.«..+x.N:.•.�. MIFf•+"^.....-�,u+!h.:o+�Es.nh.::.G .w,,:. _rA.,.rr^,,,A,r,�. _ wr....w,. c .,,,reW .. ,.A, w.!!t•�!'.tlra.•�M.e�na+ca.•.'Ie+.ne•».- h 4 - ..� a •. . .�.+•wr. < �. ... . . . ..... ,;;r+nCC7G"".-.,....:�.uGww:l:,amgxs.,"bA t.r_•. .�.: . - - :.. . .,..,,..•.•. ,,. ;... „, ___ „ .M n ... _ ........ ....,w» ...�. _-....Mc. - ...r�..a«., ....art.. .: aw.+,vr.r..r��. .«,aww.rL...�.a .'u,• I r• r4, ..a.. • a� j,: q Ilii 4' � y �IIII ct f y � Ili I� •r t: �I IIII I� �I dll If -__--,_ter - YI ELECTRICAL LEGEND LIGHTING FIXTURE SCHEDULE 000050 ELOGTRIGAL GENERAL NOTES PANEL: A _ LOCATk�N RESTROOM CORRIDOR NEMA ENCLOSURE HOME RUN TO PANEL. CIRCUIT NUMBERS, PHASE, NEUTRAL AND GROUND SYSTEM 20802OV , 3P,4W MAINS 225A MAIN LUGS ONLY CABINET MOUNTING. RECESSED FEEDER: SEE RISER DIAGRAM LUGS BOTTOM TYPE MANUFACTURER CAT. N0. LAMPS MOUNTING VOLTS REMARKS NOTES LOAD A. ALLOWANCES ARE TO BE INCLUDED FOR UNFORESEEN CONDITIONS THAT 3 1 CONDUCTORS INDICATED. ALL CONDUCTORS TO 8E X112 EXCEPT WHERE OPTIONS: ISOLATED UTAGRD BUS AIC RATING. 42,000 SERIES JT824-332G-FSPC1- FACTORY SUPPLIED & RECESSED MAY EFFECT THE CONTRACTOR'S SCUPI" OF WORK. MINOR DEVIATIONS NOTED. CONDUIT TO BE 1/2- OR AS NOTED ON PLANS AND SPECIFICATIONS. OCT BKR BKR �. A COLUMBIA LTG 120 2' X 4 PARABOLIC TROFFER 93 REQUIRED FOR ACCOMPLISHING Tht INTENT OF THIS DESIGN ARE TO BE - "+-� LOAD DESCRIPTION BKR BKR NOTE WATTS CCT PHASE WATTS NOTE POLE SIZE LOAD DESCRIPTIO4 3EB8120-C38b-F0741 INSTALLED 512£ No NO ................ ..... ................................._........_.............. . ................ _........................ ................ ........................... ................................................... ._. _ __ __._ INCLUDED IN THAT ALLOWANCE. 1 PARTIAL CIRCUIT. ..... ............... E /EXIT/N.I. 20 1 1 1218 1 A_ 2 540 1 20 P.0 S REC._- SUSPENDED r� - - -- --- 4 360 1 20 O'S. REG. B COLUMBG4 LTG CSB-232-«EB8120 W/ CSWG4 3-F32-T8- SP41 FROM STRUCT. 120 8 FLUORE. •ENT STRIP 1 14 CONDUIT INSTALLED CONCEALED ABOVE CEILING OR IN WALL. B. ELECTRICAL DESIGN HAS BEEN BASED ON T`1E INSTALLATION OF 75'C RAGE LTS 20 1 _ 1,132 3 B _ INSTALLED UNDERGROUND. GA CONDUCTORS CONNECTED 70 TERMINAL LUGS AND EQUIPMENT U.L. -- CONDUIT NS ALLEO CONCEALED BELOW FLOOR STAB OR UN � 1 881 5 C 6 720 1 20 GEN REG. _ . ........_....................._.....M..........._........W..........................._.._........ ___....._..........._........................_.__._.... .... _.. . ............. . .... .................. .......... .................... ........ ... _ GARAGE LTS 20 _.__ __ ._...._.__..-....._.........._...... GARAGE LTS 20 t 671 7 A 8 900 1 20 OFFICE REC. , SUSPENDED LISTED FOR A MINIMUM 75'C. CONDUCTORS TERMINATED ON EQUIPMENT C COLUMBIA LTG CS4 -232-E88120 2-F32-T8-SP41 FROM �T4UCT. 120 4' FLUORESCENT STRIP 62 R _. WITH A LOWER RATING (60'C) OR NO RATING SHOWN TO HAVE GARAGE LTS 20 1 881 9 B _ 10 380 1 20 COMPUTEREC -J -.-__ ---------- -- -- - - CONDUCTOR SIZE INCREASED TO CONFORM TO N.E.C. TABLE 310-16 FLUORESCENT STRIP LIGHT FIXTURE -� GARAGE LTS 20 t ;,050 t i C t:c 710 3 1 20 EXTERIOR LTS D LITHONIA MRW IDDM-WT TH MVOLT DNAT 1 10OW MH - WALL MOUNT 120 L6 142 1 13 A t4 444 t 20 EWC .. .. .T_ _. ....... .................. ..............__........_.___.-_.... ._....... .. _.... _ AND U.L. NO. 489 REQUIREMENTS. GARAGE LTS 20 1 ,050 -- TELEPHONE BOARD _ _ - - P1 1-400W MH SURFACE 120 H.I.D. HI-BAY L5, L1 461 C� WALL MOUNTED FLUORESCENT FIXTURE 1 2C H 2HL t5 B 16 380 BL 400H8 WA22 W C TG 1 HUBBELL L - C. SWITCHES, TRANSFORMERS 20 E UB _ _ SWITCHBOARDS, PANELBOARDS. DISCONNECT SW C ES RANS DRIERS SPARE SPARE 20 1 _ 17 C 18 360 1 20 STORAGE ROOM REC -- ' - --- 1 20 FUTURE IRRIGATION TG BL-175H8-WA22-WH-C2HLP1 1-175W MH SURFACE 120 H.I.D. HI-BAY L5, L1 210 AND CONTACTORS ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED O HI BAY LIGHT FIXTURE I FLAT REPAIR AREA LTS 20 1 423 t9 A 20 � 1 20 GEN REC. E 1 HUBBELL L - -� _ _ �- - _ T-_ _ - _-..._._ _ --- 6Z FOR A MINIMUM OF 75'C CONDUCTOR TERMINATION. O ;;ALES LTS 20 1 740 21 B __ -- -- -- _ 1 20 MEZZANINE REQ. F COLUMBIA LTG W4-232-EB3120 2--F32-T8 WALL 120 FLUOR. MIRROR BRACKET. D. ALL CONDUIT INSTALLED INDOORS TO BE ELECTRICAL METALLIC TUBING RECESSED LIGHT FIXTURE OGFFEEREG. 20 1 1,500 23 C 24 380 - _._ _ _...................... . ..............._._......_........... ........ _. . ........................................_...... .........................._..__....... ........... SIGNAGE 20 1 3 1,200 25 A 2t3 380 t 1 20 FIRE ALARM PANEL H HUNTER 25866 - SURFACE 120 CEILING FAN L2 100 (EMT), MINIMUM 1/2' AND CONDUCTORS TO BE A MINIMUM OF #12 _ �_ S- SURFACE MOUNTED LIGHT FIXTURE SIGNAGE 20 1 3 1,200 27 B 28 400 1 CEILING FANS - ---- - WALL P 120 H.I.D. WALL P.iCK, 210 THHN HWN, COPPER UNLESS NOTED OTHERWISE. ALL POWER --MNAGE K HUBBELL PGL-i 75H 128-1 1-175W MH 12'-0 AFF CONDUITS SHALL HAVE 2 k 12 CONDUCTORS AND 1 #12 GROUND - --- -,_.- -- _ ..... ..... ._.................._............................ ........ SUSP�NDEG _..... ... ... I DECORATIVE PENDANT L1 185 - I I DEAD TIRE LIGHTS a EF-4 20 t 800 31 A 32 380 t 20 ME2Z STORAGE. REC "'-' """""""" 5D - H ,D CONDUCTORS IN 1/2 CONDUIT, UNLESS NOTED OTHERWISE. EXIT LIGHT WITH BATTERY BACKUP LOCATED BOTTOM AT 1 15OW MH 8 6 AFF TO BATA./OFF LTS/EF'S 20 1 1,194 33 B 34 420 1 20 GARAGE LTS P HOLOPHANE PGR-15DMP--1285-W1, 120 - SUSPENDED FROM STRUCTURE SALES LTS 20 1 925 35 C 36 630 1 20 GARAGE LTS _ RRB REMOTE BALLAST BTM OF FIXT. 7'-6" A.F.F. SALES LTS 20 1 925 37 A 38 180 1 20 _ OFFICE REC. _ ........ "' "' .MR2 400M-SR4W TH MVOLT LR 1 E. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A PULL WIRE. a 2'x4' FLUORESCENT LAY-IN LIGHT FIXTURE -- 1 3 -W_ 39 _B 1 3 2 -PAS LOT LIGHTS 1-400W MH POLE MOUNTED 208 PARKING L)T LIGHT 46 EXI"IORIIS1 PA LITHONIA RPA SCWA DNAT LPI O 22 MTG F. TELEPHONE CABLE TO BE FURNISHED AND INSTALLED BY OTHERS. ALL (20' PULE +2 BASE) ........_........... CABLING TO BE PLENUM RATED. o NIGHT LIGHT FIXTURE ......._..__........... .SURFACE........................1.20.... ..._H.i.D. -CEILING....MUUNTED...............................LS.............. .......2.1.p...... PHASE A 9,268 W CONNECTED DEMAND R. HU9BELL......•-__... NAG-4.14H8 1-175W MH - - G. T IR I A RACEWAYS. 986 w -.9,349 W 34,523 W _ - -- ELECTRICAL CONTRACTOR TO INCLUDE GROUND WIRE N ALL RACEW S PHASE B e. - - EXIT SIGN WITH BATERY PACK L3. L4 2 SIZE RACEWAYS AS NECESSARY TO COMPLY WITH N.E.C. 1�P EMERGENCY LIGHT WITH BATTERY BACKUP PHASE C 11,115 w 81 A 96 A X DUAL LITE LXSRW INCLUDED SURFACE 120 V k RgectslActtve120n7t012001030910120070309CAL�12W7030QM3'(bordtna�K - "-"""' " ' EMERGENCY UNIT WITH BATTERY L3,L7 38 _ Y DUAL LITE CVEC50-12V-1 2-9W-I NCL. SURFACE 120 BACK-UP & TIME DELAY RELAY H. REFER TO ARCHITECTURAL REFLECTED CEILING PIAN AND DETAILS FOR �P EXIT/EMERGENCY LIGHT W/ BATTERY BACKUP COMBINATION UNIT. _ --- -- -- --- -- -- - ------ --`- The EXACT LOCATION OF ALL LIGHTING FIXTURES AND ANY OTHER « - _ --- -- EMERGENCY UNIT WITH BATTERY Pyr g - LOCATION RESTROOM CORRIDOR NEMA ENCLOSURE: 1 --- - Y1 DUAL LITE SL1 2-6W-H INCL SURFACE 120 BACK-UP........................................... L3.................... .......20...... EQUIPMENT INSTALLED IN THE CEILING SYSTEM. VERIFY EXACT $ SINGLE PO' SVW!TCH, +3'-10 OR AS NOTED. B- MOUNTING HEIGHTS AND FINISHES WITH ARCHITECT PRIOR TO ROUGH-IN. SYSTEM: 20&120V.. 3P,4W MAINS 225A MAIN LUGS ONLY CABINET MOUNTING: RECESSED ......__......... ... .................................. . .............................................................................. ........_..._..._.._.........................._.................... ....._....................................... COMBINATION UNIT WITH BATTERY FEEDER. SEE RISER DIAGRAM LUGS. BOTTOM XY DUAL '-ITE LTSRW 2-5W HALOGEN MR16 SURFACE 120 BACK-UP & TIME DELAY RELAY L3,L7 15 -0 20 AMP DUPLEX RECEPTACLE +18 OR AS NOTED. OPTIONS: AIC RATING. 42,000 SERIES ....... _ ... _.................._..._ _. ...................................._.... . ................_.._......................_..._................._........................._.._._....... ..... ......... _........................_........_.............. ..................................._....... ......_..........._...................._.._.. I. CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL WORK » BKR BKR WATTS CCT PHASE CCT WATTS NOTE BKR BKR LOAD 18W SEALED EXTERIOR REMOTE HEAD USED ABOVE THE CEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE GFI GROUND FAULT RECEPTACLE +18 OR AS NOTED. DESCRIPTION NOTE Z1 UAL LITE OUTDOOR REMOTE HEAD NEXT-0 WALL 120 L3 20 LOA► DE BEAM LAMP-......_.................................................. ........._.... ....!4S....EXTERIO....EM.ERGENCY...... .......... ................._..... ... FOR INSTALLATION OF PLUMBING AND MECHANICAL INSTALLATION. G SIZE PO NO. NO. POLE SIZEWp _..___......................._- _..._......_............. __......_.......................................... .. ......................._............ CONDUIT" RUNS 70 BE RUN THROUGH TRUSSES WHERE POSSIBLE. 1 A 2 2,330 Z2 DUAL LITE BATTERY BACK UP UNIT WITHOUT WALL 120 BATTERY BACK UP UINIT WEATHER PROOF G.F.I. PROTECTED RECEPTACLE AR COMPRESSOR 60 3 �3, 3 B 4 2,330 2 3 35 RTU-2 HEADS. OLM33 J. E_ECTRICAL CONTRACTOR TO VERIFY EXACT PLACEMENT OF ALL DEVICES 3, 5 C 6 2,330 _ SHOWN ON THE ELECTRICAL CONSTRUCTION DOCUMENTS WITH ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR A5 NOTED. 120V SPIN BALANCER 20 1 1,000 7 A 8 t 176 1 20 HYDR. PUMP REC. ARCHITECTURAL MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL - " - - OWNER, INSTALLED BY - � QUADPLl:X RECEPTACLE, +18 OR AS NOTED. t 20 HPDR PUMP REC. ALL LIGHT FIXTURES FURNISHED BY1E NOTIM OWE PLACEMENT. IMV­SPIN BALANCER _ 2G 1 1,0� 9 B 10 1,176 (D ALL SPIN BALANCER 20 1 1--000 11 C 12 1,176 _ t 23 HYDR PUMP REC. L1 FIXTURES WITH N.L. DENOTE LIGHTING FIXTURE WIRED TO NIGHT ELECTRICAL CONTRACTOR. 40 TIIitEE CHANGING EQUIPMENT 20 1 1, 13 A 14 1,176 1 2U HYDR PUMP REC. LIGHTING CIRCUIT. K. BRANCH CIRCUITS SHOWN WITH TWO GROUND CONDUCTORS SHALL HAVE ISOLATED GROUND QU�,i)►=LER RECEPTACLE. +18" OR AS NOTED. TIRE CHANGING EQUIPMENT 20 1 1,000 15 B 16 1,176 1 20 . PUMP REC. L2 PADDLE FAN TO BE SUPPORTED FROM STRUCTURE ABOVE. INSTALLATION OF LIGHTING FIXTURES TO BE ACCORDING TO ONE EQUIPMENT GROUND CONDUCTOR (GREEN) AND ONE ISOLATED t HPDR. PUMP REC. MANUFACTURERXt/ 'S RECOMMENDATIONS AND ACCORDING TO GROUND CONDUCTOR (GREEN W/ YELLOW STRIP) INSTALLED IN FLUSH FLOOR-MOUNTED DUPLEX RECEPTACLE 1 t 20 C t e 78 TT RY TIRE CHANGING EQUIPMENT 20 1 1,OAC 17 L3 FIXTURE SHALL HAVE A MINIMUM OF 9U MIN. @A E WATER HEATER CODE REQUIREMENTS. RACEWAY. TIME CLOCK 2D 1 180 19 A 20 2,260 2 30 BACK-UP OR AS REQUIRED BY LOCAL CODE AUTHORITY. TWI:�T LOCK RECEPTACLE, 18" OR AS NOT1:D, SPARE 1 21_ B 22 2, - 4 CONTRACTOR TO PROVIDE EXIT FIXTURE WITH ARROWS AS U3 CONTRACTOR SHALL COORDINATE LIGHTING FIXTURE - 1 20 FLAT REPAIR AREA QUAD REC. L CO C INSTALLATION WITH CEILING CONSTRUCTION PRIOR TO BIDDING. L. ALL RECESSED CONDUITS STUB ARE TO BE INSTALLED WITH N MINIMUM C Lt�HTING CONTACTOR. C 24 380 INS ALLA 'If I SPARE 20 1 1 !p SHADES a MISTER REQUIRED BY LOCAL CODE AUTHORITY. OF (2) 3/4" CONDUITS STUBBED UP TO ACCESSIBLE CEILING SPACE 20BV SPIN BALANCER 20 T 1,000 25 A 26 420 _- REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FOR FUTURE USE:. []P PHOTOCELL MOUNTED ON ROOF FACING NORTH. i IIII 1000 27 8 28 2,208 2 .10 UH-t L.5 FIXTURE MOUNTING SHALL BE COORDINATED WITH TIRE RACK LOCATION OF LIGHT FIXTURES. L-__ INSTALLATION SUBCONTRACTOR. U INSTALL TUBE GUARDS WITH EXPOSED LAMP FLUORESCENT M. ALL PANEL60ARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL 0 JUNCTION BOX. j 1,000 31 A 32 1,000 2 15 - IH-1 L6 ROUTE CIRCUIT THROUGH CONTACTOR CONTROLLED BY FIXTURES, PROVIDED BY OWNER. EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF' I 2OWV SPIN BALANCER 20 2 1,000 33 B 34 1, _ +---- ---- PHOTOCELL. ® INSTALL WIRE GUARDS WITH EXPOSED LAMP FLUORESCENT' POTENTIAL ELECI'RIC ARC FLASH HAZARDS. MARKING SHALL BC LOCATED /1 TELEFHONE OUTLET, +18" OR AS NOTED. P 1, 35 C 36 1, 2 15 i IH-? FAN 20 1 800 37 A 38 1,000 _ L7 TIME DELAY RELAY SHALL BE SET SUCH THAI EMERGENCY FIXTURES, PROVIDED .n' OWNER. EX AS TO BE CLEARLY VISIBLE 70 QUALIFIED PERSONS BEFORE AN 1 3B 8 40 1 RH-1 d. RH-2 FIXTURE REMAINS ON UNTIL HID FIXTURES RESTART, EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. DI DATA OUTLET, +18" OR A5 NOTED. I'll MARKING SHALL BE SELF ADHESIVE, COMMERCIAL. LABEL CONFORMING TO L8 VERIFY COLOR WITH ARCHITECT PRIOR TO INSTALLATION, FANN.E.C. 110.16 AND A.N.S.I. 2535.4 AS MANUFACTURED BY IDEAL OR DI TELEPHONE/DATA OUTLEi', +18" OR AS NOTED. APPROVED EQUAL. � llr PHASE A 18,198 W CONNECTED DEMA!�D L9 PROVIDE POLES WITH SINGLE OR TWIN HEADS AS SHOWN ON PLANS. a DISCONNECT SWITCH (FURNISHED AND INSTALLED BY El _C. CONT.) PHASE B 19.113 W 55,019 W 50,271 W �+ DISCONNECT SWITCH FURNISHED WITH FQUIPMENT.(INSTALLED BY ELEC. CONT.) PHASE C: 17,711 W 153 A 140 A Y� Rolects%ctwe12007tC i 2007D3 09ht20W03 0 rAL\0120070309 NEP ODord netK __ -- SERIES RATED NOTES MOTOR CONNECTION. PANEL SCHEDULE NOTES ,.� 120/208V., PANELBOARD, TOP 6 -0 . - -- - 56W NEMA ENCLOSURE: t I. AI BREAKER IN S.E.S. TO BE "FULLY" RATED TO WITHSTAND THE �AllllL C LOCATION. RESTROOM CORRIDOR SYSTEM: 208/12OV., 3P,4W MAINS 225A MAIN LUGS ONLY CABINET MOUNTING: RECESSED NOTE: CONTRACTOR SHALL PROVIDE ONE YEAR LABOR WARRANTY ^� Gtinenl Notes: - ON ALL OWNER SUPPLIED EQUIPMENT. AVAILABLE FAULT CURRENT A'I M.D.P. OF 42,000 AMPS R.M.S. A.F.F. ABOVE FINISHED FLOOR. FEEDER: SEE RISER DIAGRAM LUGS: BOTTOM BALANCE PANELS WITHIN 10% PHASE TO PHASE. _ OPTIONS: AIC RATING: 42,000 SERIES Clrcult Kt Notes. 2. THE DISTRIBUTION SYSTEM IS TO BE A "SERIES" RATED, TWO-TIER, - KR � ^ CIPS. 42/22 SYSTEM. N.L. NIGHT LIGHT. BKR B WITH LOCKOUT L CXX;T CCT 1 N 5 CIRCUFTS TO B� � ROVIDED W L LOAD DESCRIPTION BKR BKR NOTE WATTS PHASE WATTS NOTE LOAD DESCRIPTION I DICATE _ NO. NO. POLE SIZE - 8RE PO' 2 PROVIDE I IACR TYPE BREAKER. _ INBREAKERS IN M.D.P. TO BE "SERIES" RATED. MOTOR LOAD WP WEATHERPROOF. III SPARE 1 1 A _ 2 000 _1 20 DAMPERS A SM. DET. 3 ROUTE CIRCUIT THRU LIGHTING_ r'ONTACTOR. v 3. MA 3,864 3 8 4 2,330 4 FIRE ALARM SYSTEM P Dpi NID INSTALLED BY OTHERS. COORDINATE CONTRIBUTION TO THESE RATING.PANELBOARDS SHALL NOT EXCEED 1.OX OF +�• HEIGHT ABOVE FLOOR TO CENTER LINE OF OUTLEF BOX. THE PANELBOARD A.I.C. RATING. AR COMPRESSOR 80 3 3,884 5 C 6 2,330_ 2 3 35 RTU-1 EXACT LOCATION WITH D13COUNTTIRE UCTION MANAGER. 1,884 7 A 8 2,330 4. WHERE "SERIES" RATING IS USED, PANELBOARDS AND DISTRIBUTION m DUCT TYPE SMOKE DETECTOR BY MECHANICAL CONTRACTOR. SPARE 20 1 9 B 10 2,330 "MDP", PANELS ARE TO BE LEGIBLY MARKED TO INDICATE THE EQUIPMENT HAS ELECTRICAL CONTRACTOR TO PROVIDE 120 VOLT POWER CONNECTION. EFS �-- 15 2 822 11 C 12 2,330 2 3 35 RTU MAIN DISTRIBUTION PANEL MDP 600A 1 0/208V 30. 4W, 42,000 A.I.C., NEMA 3R, WITH �CT� � BEEN APPLIED WITH A "SERIES" COMBINATION RATING. LABELS CAN BE SPRINKLER BELL FURNISHED BY FIRE PROTECTION CONTRACTOR. = 13 A 14 2,330 _ ENC!OaURE. THE "MDP" SHALL BE LISTED ,S FACTORY INSTALLED OR ENGRAVED PLASTIC-LAMINATE CARD. MARKING MOUNTED AND WIRED BY ELECTRICAL CONTRACTOi EF-6 15 2 822 15 8 16 898 1 15 SFA --EXTERIOR WALL SERVICE EQUIPMENT AND SHALL CONTAIN SPACE FOR SHALL COMPLY WITH ARTICLE 110-22 OF N.E.C. 822 17 C t8 898 1 15 SF-2 - PHOTOCELL - P ONLY SIX BREAKERS, SQUARE "D" OR APPROVED C>-* SPRINKLER FLOW SWITCH AND TAMPER SWITCH, TWO SEPARATE ZONES EF-7 15 2 822 19 A 20 61;8 1 15 SF-3 822 21 B 22 380 1 20 RACK SYSTEM REC. (ON ROOF) EQUAL. T I' REQUIRED. (PROVIDED 8Y PLUMBING CONTRACTOR). ELECTRIC SOLENOID DRAIN VALVE 20 1 23 C 24 380 1 20 RACK SYSTEM REC. O THERMOSTAT (FURNISHED BY MECHANICAL CONTRACTOR) 11, SPARE 20 1 25 A 26 30C 1 20 RACK SYSTEM REC. PHOTO-CELL INTERMATIC 1 1 200 27 8 28 0 t 20 SPARE CONTACTOR C CT CABINET ELECTRICAL COP;T,RACTOR A- ) K4.121, MOUNTED ON ROOF, NEUTRAL ® TEMPERATURE SENSOR BY MECHANICAL CONTRACTOR.i5WPUTER SERVICE AREA 20 1 500 29 C 30 3010 p FLOW 3 TAMPER SW. 20 1 _ �YETEM REC. CEILING TO COORDINATE 'THE (A 41) FACING NORTH WAL_ UNIT TO HAVE BOX 0+489 A.F.F. SPARE 20 1 3't A 32 380 1 ZO RACK SYSTEM REC. - REQUIREMENTS FOR THE SPARE 20 1 33 8 'sa 380 1 20 RACK SYSTEM REC. METER AND INSTALLATION -j OF THE METER WITH P PAR 20 1 35 C 36 380 1 20 RACK SYSTEM REC. _ _ _ _ _ _ _ _ SPARE zoDA u►nUTY COMPANY. RISER DIAGRAM NQT�$-i EF-S 15 2 822 37 A 38 380 1 20 RACK SYSTEM REC. M 39 E -t S -e I 20AWELIGHTING 1 N L AVAILABLE FAULT CURRENT FROM UTILITY TRANSFORMER IS 42,000 AMPS PANEL PANEL PA E SYMMETRICAL MAX. BASED ON 225 KVA TRANSFORMER 0 2X 42 1 390 20 1 RA " CONTACTOR " "B' « I IMPEDANCE. 8 C 200A A C I I j l l l PR%SE A . 13,364 W CONNECTER DEMAND THE MDP AND PANELBOARDS SHALL BE SERIES RATED FOR 42,000 A.I.C. PHASE 8 12,984 w 39,731 W 40,845 W TRANSFORMER PAD BY GENERAL I PHASE C: 13,403 W 110A 113 A 200A CONTRACTOR. COORDINATE J I A-25 _H4 R ALL ISOLATED GROUND WIRE SHALL HAVE GREEN INSULATION WITH A REQUIREMENTS WITH LOCAL I `� YELLOW ,,,,, Y\ a telActN*2707Y0120U70309A0120070308GLb1:00703061�0ootdtn�tt EXTEND 3/4" C. W/ A-27 --�-•��--+- SIGNAGE .F FZENCE ONL.X• E. PULL STRING TO UTILITY COMPANY. I I NOT PR VED WITH THIS PFR ALL WORK SHALL BE IN COMPLIANCE WITH LOCAL UTILITY COMPANY AND ELECTRICAL SERVICE LOAD SUMMARY MONUMENT SIGN STUB CONDUITS i A-29 1'I' LOCATION. COORD. UP 2 ABOVE :r NATIONAL/LOCAL CODE REQUIREMENTS. WITH CIVIL. CONCRETE PAD. Z IA-12 EXTERIOR LTS1CONTRACTOR SHALL COORDINATE WITH LOCAL. UTILITY FOR EXACT i- OESCMPTION - RI R L I REQUIREMENTS. IF A SEPARATE CT ENCLOSURE IS REQUIRED, PROVIDE ACTUAL N.EC. NEC. HOTOCELL OVERRIDE A 39 -t--�f---t- EXTE 0 TS SWITCH (IN OFFICE) F11S!BLE SWITCHBOARD WITH UTILITY SPECIFIED CT ENCLOSURE. LOAD CONNECTED DEMAND DEMAND WATTAGE FACTOR WATTAGE _ _ _ _ _ _ _ _ III LIGHTING 20,097 125% 25,871 THIS SHEET IS F'ARi OF THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING RECEPTACLES 12,212 IST 10KW C 100% 10,000 FINISHED FLOOR 4 POLE, SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED REMA14WG 50% 1,106 I � 20 AMP LIGHTING I AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO AIR COMPRESSOR 23,184 100% 23,184 I C CONTACTOR I SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND AIN LANCE 12 000 100% 12000 DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR I' HYDRAULIC PUMP _ 2,00 100% 2.00 1 I RESPECTIVE DOCUMENTS, THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE CONTINUOUS MOTORS 9,829 100% 12,287,056 (2) 3--1/2" C. EACH W/4M350 A-41 MONUMENT SIGN VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEER ASSUMES NO LIABILITY FOR THE RS 3 200 100% 3,200 4 3/0 do 1 X16 CND. IN KCMIL EACH CONDUIT. OR 1 I ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY !PORTION NONCG UPITI UO-W MOTORS « AS REQUIRED BY UTILITY CO. I A-40 1 OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NCT SIGNED AND SEALED PER STATE AIR CONDITIONING - 20,319 100% FULL A/C LOAD 20,319 2-1/2 CONDUIT. PARKING LOT LTS HEATING' 8,202 0% FULL HEAT114G LOAD 0 ( A-42 -t-i f-�-- I REQUIREMENTS. -- 2 0 CU GND IN 1" PVC CONNECTED TO BLDG 1 4 .0096 ,500 � / " LINEI I HEATER 4.500 WATE PVC TO PROPERTY 4 - GND EL -�--I - STEEL, INFER AND BLDG L.-..J I 1 2900 I OUS 2.900 00% TI lE A ON C LLA COORDINATE EXACT LOC � MISE COO D E C _� Pftp 124,089 TOTAL WATTS 122,423 - WITH POWER COMPANY. �'- FESS _ - - - - - - � .5 GIk6F �O 344 TOTAL AMPERAGE 340 X2/0 CU GND IN 1 PVC TO COLD WATER -- < NOTES: - i PIPE AHEAD OF MAIN WATER VALVE - 9 • USE GREATER LOAD OF THE TMCATAOORIEs = ELECTRICAL CONTRACTOR TO ESTIMATE 200 FEET OF _ Q` `6b``'FE �'r1 ^• NUNBERt7FELEVATOR3 1=100962=95%,3=90%4=95%,5=8296,6=79%,7.77%,6.7596,9=73%,10OR MORE 8 CU GND IN 1 2" PVC TO ALL INTERIOR - UNDERGROUND PRIMARY CONDUIT AND 100 FEET OF MINIMUM INTERRUPTING RATING FOR ALL RELAYS N / UNDERGROUND SECONDARY CONDUIT WITH PULL AND CONTACTORS SHALL BE 10,000 A.I.C. • ^ •••PIECES OF EQUIPI&NT:1-2=too%,3=90%.4=80%,s=7a%,a AND MORE=6596 PIPING PER NEC, SECTION 250-104 _ STRING IN BOTH CONDUITS. REQUIRED ELECTRICAL SERVICE .00 AMPS _ AM PHOTOCELL WIRINGDIA R Larson Binkley, Inc. T 913-383-2621 / III�ISI 6363 College Blvd., Suite 400 F 913-383-2831 Iq C+' �l� (O"f ELECTRICAL RISER DIAGRAM - 600_AMP SERVICE 0/ NOT T .aAu Overland Park, Kansas 66211 1arson binkley.corn y 0 1 NOT TO scmx EXPIRATION DATE: 17J31! COPYRIGHT 2007 �----�" -- H TITLE: SHEET NUMBER: N0, REVIlION DATE DISCLAIMER: JOB NUMBER: SHEET C'ffice of William A. Amor, Architect THIS DRAWING IS AN 01200703.09 ELECTRICAL NOTES, I PANEL SCHEDULES, _ T OF SERVICE AND Forensics ■ Education INSTRUMENT Architecture ■ PI ® k SYMBOLS _ THE PROPERTY OF AMERICA'S 99 W & 68th PARKWAY PROJECT MANAGER: -- TIRE COMPANY AND SHALL REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING TI GAR D, OR DRAWN BY: SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR CJM/AAS 1672 Skyline DOW (TfR=E WHICH IT WAS PPEPARED. Fullerton, CA 92831 PUBLICATION THEREOF IS CHECKED BY: DATE: - GLB /L LIMITI D TO 3 30 2007 EXPRESSLY Ph./1!ax 14 870.953f � I I n SUCH. _ "r� t 7030 0,dr 0:3-23-U7 08:44 Aro':ut.Su mur U 200 9 q 1 1'.:. 1�, rs. ,k "1'f'`bi .}.^MC :lN;.. 1-. .._ +tSwrt �l+A ?fi�° ur , k°fi• _ - t ,ya: WR o 1 - ``- 1 IIt T i I I T T 1 T T 1 1 I .r 1 1 I 1 T 1 l f T 1 I I 1 I I 1 I I I I I 1 I 1 1 1' 1 .f 11 1 l 1 Y 1 T f. T f _ I I I I� 1 ► fl rr� i1 � iii r 1 � 1 � �r'i � � 7 � t � t i � � jili 1 � � C1 } r i1 � � � 1� � l`'�l � r�Yz i 1 I 2 3 4 91 1�, �� an.eswaetMewr q' III z. d. CT IIII USA No.3A ct Z r•� MIM NttlM y � tta ``� ���. . 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I f' III 1' r i a1 ` I III I j I I v • +11,' C.X ii .I 4 nLi �... 2 f ` ` :�J 71 'T' I —::, ZONEVALVE O d 0 A.F.F. ::::::'.............. _....-..............._........... ........... ...... ..-..... f _ ;.. l I A I P I If Sr I I 1 � ��—►-,i ' (� II ................................._. t FIRE FXTINGUISHER IN F.E.C., AND IDENTITY SIGN -- _ I 0 QUICK CONNECT, TYPICAL ........... _........ ................... ................... .......... . lid.... __......._.......... _.............................. ._.......... .. .—__ Q 1 /2" M.P.T. i) ........ . ................._......... .......... ........... ... ..... ........... ........ .....,.... ' i i c _ , I IN MSN TIKE .,rU1�AC;E HACKS ; •••'"'°`' ® RCCEPTACLE O 24" A.F.F. /10 _ ............................. ..._.........._... .... ....._.. .._.... ......... .. OUTSIDE OF THE EDGE OF THE TIRE RACK UPRIGHT SUPPORTS. .� 0 4D T RE ' ROOM .......... CONDUIT SHALL NOT CONFLICT WI iH THE MILLWORK LOCATIONS OR - ? 10 I , I I j j j I II T •G� I I MOUNTING CONFIGURATION. I _.... .._....... ' I .... .. ..... ......... ........ a ra DRIP VALVE � , 1 ' ....... .............� - 108 / I } .... .. {h - ' U MOUNT 3/4 AIR PIPING ADJACENT TO TIRE RACK COLUMN. _ — 8.•.r�_•„ -- I ( t 9 1 r � uu 1_J � 1 � COOR,JIIWTE SO AS NOT TO INTERFERE WITH NORMAL OPERATION GF `._..i i - _....I I..........__.... __.. __... .. .:. :.-.-:_.. ....... ....:::::... . ..... ._ JTIRE RACK. 1 .. ... ... ............... ..._.� .. ....,. . .. . - r. . A f � ' .. 1 10 ; sa ELECTRICAL SERVICE FROM ABOVE. MOUNT INSIDE TIRE RACK 3 9 7 � ' I J ( ,I N I ;. Il O ! d TY OR 1 _ 1 .. c t. .. ...• COLUMN. COORDINATE SO AS NOT TO INTERFERE WITH NORMAL `—' " is i� 11`a r? uP.. �.........._...._....._.. ...... ._....._..»_.. _._...... _.—_.. ....... ,A._T t OPERATION OF TIRE RACK. ` ! , i - SE -UP IN A --�-- ' 7 O 2" CO`1APRESSED AIR PIPING - UNLESS NOTED ...... .......... .. ................. .. 4 __........ II'-O" OTHERWISE II'-O" SUPPLY FAN WITH MISTING SYSTEM ........ .. 6 2 _ .._ . .._...... .. .... .""' ». Q ELECTRICAL OUTLET FOR SUPPLY FAN O 14' A.F.F. , ._ _............... ........... .. ::: _ 4 �i 7 9 4 5 \ \ V ... ...... ... ® TIRE RACK (OWNER SUPPLIED EQUIPMENT) ::.... ........... .._. .. _........_. ....._.... .........._.. ... ...........,...... .., . . .. ..... .............. .......... ........ g,�" 1 \\\ 1 �,�„ S'-6" \\\ 1 �,�" �,�" 1 \\ �,�" r...} _ i,•==°:': 9. \\ + 1 \\ \\ J� D OWNER-SUPPLIED WORK STATION MILLWORK _............. ..._... ... + / I- h r— \\ I I N TO.V FY. i.... HUBBELL OUTLET I _ .... 04 .. " ME SIG S IT A HI ECT I \ \ \ r� _ Q SWITCH FOR SUPPLY FAN, PER ELECTRICAL DRAWINGS. Q R S Olt T RE N RU TIN E PRIOR TO I 10 O n © ri Or MEZZANINE LEVEL FLOOR GRATE, INCLUDED WITH TIRE RACK. ............. : :'- :� 4 ::.--:::.......L @)1 1/2" O.D. HORIZONTAL PIPE RAILS, PAINTED. SPACE SUCH THAT A 4" �- �l r�I � I / ID \ / � � \\\ DIA. SPHERE CANNOT PASS THROUGH. Q ALUMINUM DIAMOND PLATE BY RACK SUPPLIER -� c �•,....__.........� 8 SINCE THIS BUILDING IS GROUP S OCCUPANCY, IN ACCORDANCE WITH I•> THE --, THE HORIZONTAL INTERMEDIATE RAILS ARE SPACED SUCH ; ; THAT A 21" DIA. SPHERE CANNOT PASS THROUGH. i 1. ..� . I .�. (���) Sol SP AL SYSTEMS FL ![IRK BACK ELEVATION DETAIL - 1/8"_1'-O" p 2 NOT TO SCALE TRUE ELECTRICAL KEYED HATES ❑1 PROVIDE 1-1/4" PVC CONDUIT UNDER SLAB AND STUBBED UP AS SHOWN FOR HYDRAULIC LINES. 2❑ PROVIDE 1-1/4" PVC CONDUIT UNDER SLAB AND STUBBED UP AS SHOWN FOR COMPRESSED AIR LINES. ❑3 PROVIDE 2" C. W/ PULLSTRING UNDERGROUND FROM COMPUTER CABINET IN COMPUTER ROOM (103) (REFER TO COLONY CABINETS PO IF� TIONQ FOR EXACT STUB-UP LOCATION) TO r.ACH DATA OUTLET FOR A11[lQ1f� PEDESTAL OF SALES COUNTER. THE WORK INCLUDES PROVIDING NEW MATERIALS, FIXTURES, DCvICES AND PANELBOARDS SHALL BE AS MANUFACTURED BY SQUARE D. GENERAL ALL CONDUIT AND RACEWAY SYSTEMS f0 BE INSTALLED WITH SLPARATE INSTALL CONDUIT CONTINUOUS BETWEEN BOXES AND CABINETS WITH NO ACCESSORIES NECESSARY FOR A COMPLETE FUNCTIONING ELECTRICAL ELECTRIC, SEIMENS OR EATON CORP. MEE•fING U.L. S"•ANDARDS 50 AND GROUND CONDUCTOR. CONDUIT SYSTEM IS NOT TO BE USED AS THE SOLE MORE THAN FOUR (4) 90 DEGREE BENDS. SECURELY FASTEN IN PLACE WITH ❑ PROVIDE 2" C. W/ PULLSTRING UNDERGF<0'JND FROM TELEPHONE SYSTEM. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES OR 67, WITH U.L. LABEL. PANELS USED AS SERVICE ENTRANCE EQUIPMENT TO GROUNDING MEANS. STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. DO Nl`T SUPPORT BOARD AND J-BOX FLUSH MOUNTED IN EACH PEDESTAL OF SALES ORDINANCES AND SUBJECT TO INSPECTION. BE U.L. LISTED AS "SER' RATED EQUIPMENT. CONDUIT FROM SUSPENDED CEILING GRID OR SUSPENSION WIRLS. REAM COUNTER FOR TELEPHONE. ALL SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, CONDUIT ENDS BEFORE INSTALLATION AND 'THOROUGHLY CLEAN BEFORE 5 PROVIDE NE ' MARINE-GRADE PLYWOOD BACKBOARD 3/4" THICK COMPLY WITH ALL JAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT, BREAKERS: THERMAL MAGNETIC TYPE, QUICK--MAKE, QUICK-BREAK. BOLT-IN AND TRANSFORMERS SHALL BE PROVIDED WITH LUGS !At3F_LED AND RATED INSTALLATION. OPENINGS SHALL BE PLUGGED OR COVERED TO KEEP ❑ THAT COVERS ENTIRE WALL FOR NEW TELEPHONE TERMINAL BOARD AND WITH THE MOST RECENT EDITION OF THE NATIONAL ELECTRICAL CODE, TYPE OF SINGLE UNIT CONSTRUCTION. TWO AND THREE POLE BREAKERS FOR A MINIMUM 75' C. SWm;HBOARDS, PANELBOARDS, DISCONNECT CONDUIT CLEAN. TERII;NALS ON SWITCHES AND OUTLET SHALL NOT BE USED ADA, APPUCABLE SECTIONS OF OTHER NEPA, OSHA, LIFE SAFETY CODES AND SHALL BE SINGLE UNIT COMMON TRIP TYPE. ALL SINGLE POLE BREAKERS TO SWITCHES, CONTACTORS, AND TRANSFORMERS ARE TO BE "LISTED" AND TO "FEED THRU" TO Tr1F NEAT SW'.fCH OR OUTLET. BOARD AND p4 GPD. WIRE. COORDINATE EXACT LOCATION OF TELEPHONE RECOMMENDATIONS, AND THE INTERIM AMENDMENTS IN EFFECT AT THE TIME BE RATED FOR "SWITCHING DUTY" (SWD) AND FOR OPERATION ON "IDENTIFIED" AS RATED FOR A MINIMUM OF 75' C CONDUCTOR TERMINATION. OWNER. WITH LOCAL TELEPHONE UTILITY REPRESENTATIVE AND OF THE PROPOSAL ALL MATERIALS USED SWILL BE NEW AND SHALL FLUORESCENT LIGHTING SOURCES. CIRCUIT BREAKERS PROTECTING HIGH CONDUCTORS: INSULATED SOFT ANNEALED 98�L PURE COFFEE: WITH COLOR TOUCH-UP OR REFINISH DAMAGED SURFACES OF FIXTURES AND EQUIPMENT, 6 PROVIDE (2) 3" CONDUITS W/ PULLSTRING TO LOCATION DIRECTED CONFORM TO THE STANDARDS ESTABLISHED 8• THE UNDERWRIT►_RS INTENSITY DISCHARGE (HID) LIGHTING TO BE RATED AND LABELED "HID" FOR EXPOSED TO VIEW. ❑ LABORATORIES INCORPORATED. OPERATION ON H.I.D. LIGHTING SOURCES. ALL BREAKERS FOR HVAC AND CODING, B AND S GAGE, #10 AND SMALLER TO BE SOLID, #8 AND LARGER BY TELEPHONE COMPANY. PROVIDE TRENCH AND BACKFILL AS REFRIGERATION EQUIPMENT SHALL bE "HACR" RATED BREAKERS. TO BE STRANDED, MINIMUM #12 UNLESS OTHERWISE INDICATED. ALUMINUM TELEPHONE CABLE TO BE FURNISHED ANr) INSTALLED BY OTHERS. ALL REQUIRED. COORDINATE CONDUIT SIZE WITH LOCAL TELEPHO14E THE INTENT OF THE DRAWINGS IS TO INDICATE THE GENERAL EXTENT OF CONDUCTOR WILL NOT BE ALLOWED. THHN MAY NOT a;' USED CABLING TO BE PLENUM RATED. ELECTRI',:AL CONTRACTOR TO PROVIDE NEW COMPANY. (ESTIMATE (2) 200' LENGTHS OF 3" EMPTY CONDUIT WORK REQUIRED FOR THE PROJECT. THE DRAWINGS FOR ELECTRICAL WORK CABINETS SHALL BE ONE PIECE CODE GAGE GALVANIZED STEEL WITH UNDERGROUND, AT SERVICE ENTRANCE, OUTSIDE, OR IN WET LOCATIONS. ALL PLYWOOD BACKBOARD FOR NEW TELEPI iJNF TERMINAL BOARD. COORDINATE W/ PULL ROPE FROM TELEPHONE BOARD.) ARE DIACRAMMATIC, SHOWING THE LOCATION, TYPE, DEVICES AND EQUIPMENT MOUNTING STUDS WIRING GUTTER_ OF AMPLE SIZE AND KNOCKOUT FOR INSULATION TO BE RATE% FOR 600 V AND TYPES AS FOLLOWS: EXACT REQUIREMENTS WITH LOCAL TELEPHONE UTILITY REPRESENTATIVE AND REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT CONDUIT CONNECTIONS AS REQUIRED. c7US BARS SHALL BE 98% OWNER. ❑7 PROVIDE 3/4" CONDUIT W/ PULLSTRING STUBBED TO THE MEASUREMENTS. PROVIDE ALL FIXTURES, DEVICES, ACCESSORIES, OFFSETS, #10 AND SM:4LLER: THWN OR THHN TELEPHONE TERMINAL BOARD FROM TELEPHONE OUTLETS. AND M+,TERIALS NECESSARY TO FACILITATE THE SYSTEM'S FUNCTIONING AS CONDUCTIVE COPPER, ALUMINUM, OR 'ZOFPER-CLAD ALUMINUM. FRONTS P TO #4/0: THWN OR THHN FOR EQUIPMENT FURNISHED BY OWNER OR OTHER CONTRACTORS; SHALL dE ONE PIECE CODE GAGE FIAITJRE STEEL WITH ADJUSTABLE CONDUIT TO BE RUN OVERHEAD IN SERVICE BAY, RUN INDICATED 9Y THE DESIGN AND THE EQUIPMENT FURNISHED 81' OTHERS. FASTENERS. RECESSED CABINETS '0 BF. INSTALLED WITH A MINIMUM (2) SERVICE ENTRANCE: USE-RHW ELECTRICAL CONTRACTOR TO VERIFY EXACT LOAD, TYPE OF CONNECTION AND UNDERGROUND IN ALL OTHER LOCATIONS. OVER #4/0 WET OR HOT SERVICE: XHHW MOUNTING HEIGHT FOR EACH BOX OR EQUIPMENT ITEM TO BE INSTALLED. TEMPORARY SERVICES: ARRANGE FOR SOURCES OF IEMPORAr7Y 3/4" SPARE CONDUITS STUBBEU UP TO ACCESSIBLE CEILING SPACE. OVER #4/0 ORDINARY SERVICE: TFIPN OR XHHN ALL HARD-WIRED CONNECTIONS TC EQUIPMENT TO BE MADE WITH FLEXIBLE PROVIDE 2" CONDUIT W/ PULLSTRING FROM TELEPHONE BOARD TO CONSTRUCTION SERVICES. SUCH SERVICES SHALL BE NOMINALLY 120%240 EVERY CIRCUIT AND CIRCUIT MODIFICATION S;IALL BE LEGIBLY IDENTIFIED AS WIRE THRU FLUORESCENT FIXTURES: THHN LIQUID-TITE METAL CONDUIT WITH .REEN GROUND CONDUCTOR INSTALLED COMPUTER STAND LOCATION IN COMPUTER ROOM (103). VOI.T, SINGLE-PHASE, THREE-WIRE FROM WHIC4 A COMPLETE SYSTEM OF INSIDE RACEWAY. GROUND CONDUCTOR TO BE BONDED AT BOTH ENDS. TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE ❑g PROVIDE 3/4' C. W/ PULLSTRING FROM DATA OUTLET TO TEMPORARY POWER AND LIGHTING CAN BE PROVIDED FOR ALL IDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT WHERE THE PREMISES WIRING SYSTEM HAS BRANCH CIRCUITS SUPPLIEC CONTACTORS SHALL HE SQUARE 'D', CLASS 8903 OR EQUAL, AS SHOWN ON COMPUTER CABINET IN COMPUTER ROOM (103). CONSTRUCTION NEEDS. TO BE DISTINGUISHED FROM ALL OTHERS. THE IDENTIF-ICi;IION SHALL BE INCLUDED IN A t;IRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR FROM MORE 'THAN ONE NOMINAL VOLTAGE SYSTEM, EACH UNGROUNDED THE PLANS, ELECTRICALLY HELD, DESIGNED FOR TWO-WIRE CONTROL ELECTRICAL CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO INSIDE D THE ',ANEL DOOR IN THE CASE OF PANELBOARUS AND LOCATED CONDUCTOR OF A BRANCH CIRCUIT, WHERE ACCESSIBLE, SHALL BE CIPCUIT, FULLY RATED FOR ALL CLASSES OF INDUCTIVE AND NON-INDUCTIVE ® PROVIDE (2) 3/4" C. W/ PULLSTRING ONE FROM DATA OUTLET BIDDING. ALIO TR CT ARE TO IE INCLUDED FOR UNFORESEEN S PRIOR IDENTIFIED BY SYSTEM. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED LOADS, AND RATED FOR CONTINUOUS CAPACITY AND POWER CIRCUIT TO COMPUTER CABINET IN COMPUTER ROOM (103) AND ONE AT EACH SWITCH ON A SWiTCHBOARD. TO BE BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING, OR OTHER VOLTAGE NOT LESS THAN INDICATED ON DRAWINGS. PROVIDE WITH NUMBEF CONC;'IlON5 THAT MAY EFFECT THE CONt'RACTUR'S SCOPE OF WORK. MINOR TO THE TELEPHONE TERMINAL BOARD FROM TELEPHONE OUTLETS. APPROVED MEANS AND SHALL BE PERMANENTLY POSTED AT EACH 9RANCH OF POLES INDICATED OR SPECIFIED. CONTACTORS SHALL BE FURNISHED WITH CONDUIT TO BE RUN OVERHEAD IN SERVICE BAY, RUN DEVIATIONS REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN IS ALL PANEL-BOARDS. SWITCHBOARDS AND .INE VOLTAGE CONTROL EQUIPMENT CIRCUIT PANELBOARD OR SIMILAR BRANCH CIRCUIT DISTRIBJTION EC.IIPMEMT NEMA 1, SURFACE MOUNTED ENCLOSURES UNLESS CALLED FOR OTHERW15E UNDERGROUND IN ALL OTHER LOCATIONS. TO BE INCt_Uu1=u IN THIS ALLUWANCE. SHvw_L BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL AS REQUIRED BY ARTICLE 210.5 C ON DRAWINGS. EACH CONTACTOR SHALL. BE PROVIDED WITH ENGRAVED ELECTRIC ARC FLA,,H HAZARDS. MARKING SHALL BE LOCATED SO AS TO OE ( )' LAMINATED PLASTIC NAMEPLATE WITH BLACK BACKGROUND AND 1/4- WHITE 1 1 2" CAP BETWEEN STUB-UPS AND WALL. ELECTRICAL CONTRACTOR •f0 FIELD VERIFY ALL EXISTING UNDERGROUND CLEAR!Y VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTING, LETTERS TO DESIGNATE USE OF CONTRACTOR. UTILITIES. ANY ITEM DAMAGED BY THIS CONTRACTOR IS TO BE REPAIRED SERVICING OR MAINTENANCE OF EQUIPMENT. MARKING SHALL BE SELF " IMMEDIATELY AND AT NO COST TO THE CWNER. ADHESIVE, COMMERCIAL LABEL CONFORMING TO N.E.C. 110.16 AND A.N.S.I. DEVICES SHALL BE MANUFACTURED BY LEVITON INDUSTRIAL SPECIFICATION REFERENCE �OIv"I.Y 2535.4 AS MANUFACTURED BY !DEAL OR APPROVED EQUAL. GRADE" OR EQUAL.. ALL DEVICES SHALL BE GRAY COLOR. USE A BRUSHED COORDINATE WITH T14E WORK OF OTHER SECTIONS. VERIFY EXISTING SITE ROOF PENETRATIONS SHALL COMPLY WITH "SMACNA" AND "NRCA" STAINLESS STEEL COVERPLATE ON FLUSH MOUNTED DEVICES AT SHOWROOM, CONDITIONS BEFORE BIDDING. MAKE ALL CONNECTIONS TO EQUIPMENT 11Q'T APPROVED WITH THIS PI7R''�I1T GROUNDING SYSTEM: PERMANENTLY AND EFFECTIVELY GROUND ALL METALLIC RESTROOMS AND ,,)FFICE. GALVANIZED INDUSTRIAL COVERS ARE ACCEPTABLE FURNISHED BY OTHERS. COMPLY WITH THE CONSTRAINTS OF THE EXISTING STANDARDS, AND WITH THE REQUiREMENT;S OF THE EXISTING ROOFING CONDUIT, SUPPORTS, CABINLTS, PANELBOARDS AND S`ySTEM NEUTRAL ON SURFACE MOUNT DEVICES IN SERVICE BAY AREA. ALL DEV.CES SHALL BE CONDITIONS OF THE PROJECT SITE. WARRANTY, IF APPLICABLE. 00 NOT PERFORM ROOFING PENETRATIONS IN A CONDUCTORS. MAINTAIN CONTINUITY OF EQUIPMENT GROUND THROUGHOUT f LUSH MOUNTED WHEN PRACTICLE. STANDARD DUPLEX RECEPTACLES SHALL THIS SHEET IS PART OF' THE CONSTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING MANNER WHICH WOULD VOID OR OTHERWISE LIMIT THE EXISTING ROOFING THE SYSTEM. GROUND CLAMPS SHALL BE APPROVED TYPE, SPFCIFICALLY BE GROUNDING TYPE, 20A, NEMA WD-2 STANDARD 5-20R, SIDE WIRED, CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EQUIPMENT SPECIFICATIONS APPLY. THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED WARRANTY. DESIGNED F09 GROUNDING. WHERE GROUNDING CONDUCTOR IS ENCLOSED IN LEVITON #5342. LIGHT SWITCHES SHALL BE 20 AMP, 1217 VOLT, LEVITON AND SYSTLMS AGAINST' HARMFUL. EXPOSURE, OR ACCUMULATION OF DUST AS A SHOP DRAWING, THFREFCRE, INCLUDE AI.L MODIFICATIONS REQUIRED TO CONFORM TO ELEC T KICAL DESIGN HAS BEEN BASTED ON THE INSTALIATICA OF 75'C CONDUIT, GROUND CLAMP SHALL BE OF A TYPE WHICH GROUNDS BO i'FI #1221-2. WHERE SWITCHES ARE GROUPED, PROVIDE GANG PLATES. OR MOISTURE, FLOODING, CORROS;GN, AND ALL OTHER FORMS OF DAMAGE. SITE CONDITiONS AND THE EQUIPMENT AND MATERIAL.. USED, VERIFY LOCATIONS AND GCNDUCTORS CONNECTED TO TERMINAL LUGS AND EQUIPMENT, U.L. LISTED CONDUCTOR AND CONDUIT. ALL CIRCUITS IN FLEXIBLE METAL OR PLASTIC CLEAN AND RESTORE DAMAGED FINISHES AND EQUIPMENT TO "LIKE-NEW" DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEM_'NTS AS SHOWN ON THEIR FOR A MINIMUM 75'U. CONDUCTORS TERMINATED CN EQUIPMENT OR DEVICES CONDUIT SHALL INCLUDE A GROUND WIRE. SIZED IN ACCORDANCE WITH CONDITION. RESPECTIVE CDCUMENI" THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE WITH LOWER RATIN: (60'C) OR NO RATING SHOWN, SHALL HAVE NATIONAL ELECTRICAL CODE. LIGHT FIXTURES AND LAMPS ARE FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR ACCORDING TO U.B.C. STANDARDS, SECTION 25-2, CONTRACTOR SHALL BE RESPONSIBLE FOR SECURELY STORING ALL OWNER VERIFIED PRIOR TO CONLEMENT . NAND SIGN ENGINEER ASSUMES S LIABILITY FOR THE CONDUCTOR SIZE INCREASED TO CONFORM TO M.E.C. TABLE 310-16 AND ACCURACY OF THESE ELEMENTS, h0 DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION U.L. UC R SIZE INCREASED Ti, CONDUIT SHALL BE S' 'J TO COMPLY WITH N.E.C. FOR NUMBER AND SIZE 1994 EDITION. THE ELECTRICAL. CONTRACTOR SHALL REVIEW MATERIALS AT FURNISHED ITEMS AND IT SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO OF THE WORK THAT THE PRCFES�IONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE OF CONDUCTORS INSTALLED. PROVIDE SCHEDULE 40 PVC PLASTIC OR RIGID THE TIME OF DELIVERY AND IMMEDIATELY REPORT ANY DAMAGE OR MISSING PROTECT AND INSTALL THESE ITEMS ONCE THEY HAVE BEEN DELIVERED TO THE REQUIREMENTS. d DISCONNECT SWITCHES SHALL BE HEAVY-DUTY, QUICK-MAKE, QUICK-BREAK STEEL CONDUIT BELOW SLAB OR MINIMUM 24" BELOW EXTERIOR GRADE AND PIECES, SITE. THIS SPECIFICALLY APPLIES T'0 LIGHT FIXTURES ON THIS PROJECT. TYPE, NEMA 1 ENCLOSURE FOR INDOOR LOCATIONS (NEMA 3R FOR MINIMUM 3/4" SIZE. PROVIDE ELF" 01C.NL METAL TUBING (EMT) MCETINC U.L. � -TERY ALL ELECTR!CAL EQUIPMENT SHALL BE ADJUSTED AND TESTED FOR PROPER �¢,Or�fF e OUTDOOR LOCATIONS). SWITCHES SHALL BE AS MANUFACTURED BY SQUARE 797 AND ANSI C80.3, MC CABLE, OR FLEXIBLE METAL CONDUIT (IN LENGTHS ACK- NCY LIGHTING SHALL HAVE A MINIMUM OF 90 MIN. BA. r BACK-UP, OR AS REQUIRED BY LOCAL CODE AUTHORITY. OPERATION. AFTER WIRES ARE IN PLACE AND CONNECTED TO DEVICES AND �ca1 rvlN" E���`�•lQ� 'D', rENERAL ELECTRIC, OR sIEMEN'S (I.T.E.). PRC2VIDE FUSES AS 6' OR LESS) FOR INTERIOR LOCATIONS. EMT CONNECTCRS AND COUPLING EQUIPMENT, THE SYSTEM SHALL BE TESTED FOR SHORTS AND GROUNDS. C� MANUFACTURED BY SUSSMAN. GOULD-SHAWMUT, OR LITTLE-FUSE. ALL SHALL BE SET-SCREW TYPE. PROVIDE GALVANIZED RIGID STEEL (GRS) OR LAYOUT BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS FOR ALL HOT ANG NEUTRAL CONDUCTORS, IF SHORTED OR GROUNDED, SHALL BE Qw 6512C E CONDUCTOR TERMINAL.!' TO BE U.L. LISTED FOR A MINIMUM OF 75'C. INTERMEDIATE METAL CONDUIT (IMC) OUTDOORS AND IN DAMP LOCATIONS MAXIMI.'M ECONOMY AND EFFICIENCY. INCREASE WIRE SIZE IF VOLTAGE DROP REMOVED AND REPLACED. ALL METERS, INSTRUMENTS, CABLE CONNECTIONS, SWITCHES USED AS SERVICE ENTRANCE EQUIPMENT TO BE U.L. LISTED AS USING THREADED COUPLINGS & CONNECTORS. f 1.AMP CONDUIT TO BOXES EXCEEDS 3% OR 100 FEET OF LENGTH. EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS SHALL BE �4 r 'SER" RATED EQUIPMENT. WITH BUSHING INSIDE AND LOCKNUI OUTSIDE. ("MC" k "AC" TYPE CABLES FURNISHED BY THIS CONTRACTOR. NOT APPROVED FOR THIS INSTi_!_1TION.} CONCEAL WIRING SYSTEM ABOVE SUSPENDED CEILINGS OR IN WALL OR FLOOR CONSTRUCTION WHERE POSSIBLE. INSTALL CONDUITS PARi't_LEL TO WIRING METHODS SHALL CONFORM TO THE NEC SECTION '110. "'" ?0'��:•',�. / BUILDING LINES, AND TO CLEAR ALL. OPENINGS, DEPRESSION, PIPES, Larson Binkley, Inc. T 913-383-2621 ✓�j3, �`y�; � alt(� DUCTS, STRUCTURE, ETC. ALL POWER SHALL BE FED FROM OVERHEAD IN SERVICE BAYS AND ALL 6363 College Blvd., Suite 400 F 913-383-2831 DEVICES SHALL EE MOUNTED AT 24" A.F.F. UNLESS NOTED OTHERWISE. Overland Park, Kansas 66211 lorsonbinkley.com Ej(PIgI1TI0N DATE: 12131/0 COPYRIGHT 2007 Kvam �� DISCLAIMER: JOB NUMBER: SHEET TITLE: SHEET NUMBER: �— . Office of W t i l i a m A. Amor, Architect THIS DRAWING IS AN 01200703.09 SPECIAL SYSTEMS Architecture • Forensics ■ Education i' ® INSTRUMENT OF SERVICE :AND FLOOR PLAN THE PROPERTY OF AMERICA'S gn W & 68th PARKWAY PROJECT MANAGER: TIRF COMPANY AND SHALL RVM --- - REMAIN THEIR PROPERTY. n U THE USE OF THIS DRAWING TI GAR D, O R DRAWN BY: . SHALL BE RESTRICTED TO CT=IR=E THE ORIGINAL SITE FOR CJM/AAS 1672SkyfineDdw WHICH IT WAS PREPARED. Fullerton, CA 92831 PUBLICATION THEREOF IS CHECKED B": DATE: PhAex(714)670-9 531 SUCH.EXPRESSLY LIMITED TO GLIB 3/30/2007 0120070.5^9L4.dw9 03-23--^i tjr1,.1,y Aro!ot.5amrr,uWWI pr y yy� � � � K � �,� . � rrlrirrrrr r 21 r I,rrrlrl 'rMi+rr .rIr ►' riIIIIIrI •rrTrll��•rtrrT'ii � .r. .r � Tr��i � 31 � � 1 ' C411 � 1 o No.36 a £ Z L L £ tL 8t t t 9 8 , L 9 Illi llll�llll 11111111 lu ulll�ul�lll� ung l!�llllu 1111�1��111 rUllul �° � � ul u� ul�lul llll uillll llllll llllu � u��llll� � .� � , 9. : 'r + , ! • ...... _...,.. - _.. ..��. .rte e.,,•„i. .. ., ..._... , .• .n.a., •Tm, .Ky. .,.Ml++r rx.,. `CM9WM6 ..,.-,Ila ... ....._.�. . ,..w�..e-..._,.,Y +,a.IT. •. rr: ... .s• a.-.ri",.._ .«.. _ r . ,. .. ._.. .. _ - ._ _.•!Y:xl"IC11�tlMnY11lS: r ro+.."�.R�:.:'..tM",71,"�M�l - •.."f __ - - - .. , ... .. �..... ...'7"._+r..:«r rr,•,nr ..rMuear'.!'ro1+ffi^m .✓� .,,w_ /6,e^ ••Mm., 2 +«.. .iln+,:T. _ _ ...._ .-_ .. r� ...........__ �+...v,.wMk+• is y i t a ,Y ;e SPECIAL INSPECTION REG"EiVED G+:n�rai Structurd COMPOSITE FLOOR DECK:Notoa REINFORCING: SHOP C.SAWINGFr. PER 150 SECTION I"104, SPECIAL INSPECTION IS REWIRED FOR THE FOLLOWING JAN 1 5 BUILDING CODE: ASTM A615 (Fy = 60 K51) DEFORMED BARS FOR ALL BARS. ALL GRADE 60 REINFORCIN6 SHOE' PRAWIN&5 SHALL BE SUBMITTED FOR ALL SPRUC.TURAL, ITEMS IN ADDITION TO ITEMS: CID OF Ilumu TO BE YIELDED 5HALL BE A`,TM A106. WELDED WIRE FASRJC PER ASTM AI85, WIRE LSM: SHALL BE 1-1/2" DEEP, 36' WIDE, '8 6A6E, 6AL.V�E�5 FFI i- ITEMS REQUIRED BY ARCHITECTURAL 5PEGIFIGATiON5. BUI�INGdIVISinI` INTERNATIONAL BUILDIN& CODE 2006 AW 2001 ORE60N STATE A490HEM(C56G) PM ASTM A82. NO TACK Y"IU°L[JIN6 OF REIPFOIRGIIkS BARS ALLOWED WITHOUT PRIOR WITH i 11NIMUM YIELD STRESS OF ?d I, WITH MINIMUMS = sI IW 3 �ND I = p�55}--� QREVIEW OF PROCEDURE WITH THE STRUCTURAL EN61NEERLATEST AGI CODE AND IN"4 PER i--,OT OF WIDTH. -' ~' -�-� -0-✓ 3 THE CONTRACTOR 5HALL REVIEW ALL 5W-)P DRANN&5 PRIOR TO 5"ITTAL. ITEMS I. BOL15 IN CONCRETE: I DETAIU_IN6 MANUAL APPLY. CLEAR COWRETE COVERA6,E5 A5 FOLLOWS: MOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLA6GED UPON Hilo AJ rwIN6 THE PLACEMENT OF CONCRETE ARt)U1, D BOLTS. LOADS: DECK 5HALL BE DEFORMED/JWE!._D r0 PROVIDE A MECHANICAL BOND WITH THE REVIEW. CAST A6AIN5T AND PERMANENTLY E%0205ED TO EARTH ------------ 3' CONCRETE. DtC-K 5HALL BE ERECTED IN ACCORDANCE WITH MANUFACTURERS 2. EXPANSION BOLTS ROOF 9401041 LOAD = 25 P51F + DRIFT. EXP05ED TO EARTH OR HEATHER RECOMMENDATICoNS A5 5 5F'AN MINIMUM AND SHALL. BE ATTACHED FOR A MINIMUM VERIFY ALL DIWN51ONS WITH ARCHITECT, A) DURIN6 THE PLACEMENT OF EXPAN51014 BOLTS ROOF DIF-AD LOAD = 16 P51F. 06 OR LAR6ER 2- DIAPIRA6M SPEAR CAPAGI?Y OF 150 PLF. THE LOAD AND SHEAR CAPACITY SHALL C X4100SITE FLOOR LIVE LOAD = 125 P5F. 05 AND SMALLER ----- --- ------------------ I I/2" BE EQUIVALENT TU rrfAT LISTED FOR THE VERGO DECK (I650 02078), VIAZAAFT (1080 ANY Chh*E5, a55TITUfIONS, OR DEVIATIONS FROM CONTRACT DOCO.1ENT5 COMPOSITE FLUOR DEAD LOAD = 10 P51F. ALL OTHER PER LATEST EDITION OF AGI 316. 03415), OR BHP (IGBt? 42151) A5 DEMONSTRATED BY CURRENT 1050 REPORT FOR THE SHALL 5F GLOUDE ) BY MANUFACTURER CPR FABRICATOR ANY OF THE S. REINFORCIN& 5TEEL (PERIODIC): H10MGO1-F''OSITE FLOOR DEAD LOAD : 68 PSE. DECK. PROVIDE ALL NlC:GE)SARY DETAILS SUCH A5 EDGE FORM, SPLICE PLATES, AFOREMENTIONED Ws`t! N ARE NC'T C' OUDED OR FLA66M BY SUB1,II7I146 PARTIES, A) DUR!N6 THE PLA6INI5 OF REINFORGIN6 STEEL C0WO-SITE FLOOR CON bTRUJGTION LIVE LOAD = D P5F. LAP SPLICES IN CONCRETE: PROFILE F1.ATE5, ET!. ERECT IN WAWDANIGE WITH THE REPORT To ML_TT THE SHALL NOT BF_ CONSIDERED AF'PRO\/LD AFTER ENGINEER'S REVIDYr, UNLE56 NOTED SHEAR R':-QUIRT:VNT5 SPECIFIED ABOVE, EXCEPT THAT IN NOT CASE EmALL AC 0RDIW.,LY. 4. v_LDiN6; TRU5WJ01515 SHALL BE DE546NED FOR W11H A 5UPMMP05ED FUTURE LAP SPLICES, UNLF55 NOTED OTHERWISE, SHAU. BE CLASS 'B" 'TENSION LAP 5PLIC-5 CONEGTk9N TO 5TEE1_ MEMBERS BE LE55 THAN THE FOLLOWIN& MINIMUM N VISUAL W-PECTION OF ALL FIELD WELD5. MECHMr AL LOAD OF 400 LB AT ANY LOCATION. PER LATEST EDITION OF ACI 316. LAP 5PL,CES IN C.ONCIRETE WLUMN5 SHALL BE ATTACHMENTS; THE EN61NIEER HAS THE RIbHT TO APPROVE OR DISAPPROVE ANY CHANGES TO B) NON-DE5TTZI4TIVE 1E5TIN6 OF ALL COMPLETE PENETRATION WELDS. STAVARD COMPRESSION LAP 5PLIC.E5. °;TA &M SPLICES A MINIMUM OF ONE LAP CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. LENGTH LAPS IN WELLED WIRE FABRIC 50ALL BE MAGE 50 THAT THE OVERLAP, WELD DECK TO 5UPPORTIN6 MEMBERS WI'H 5/4" TO 1' DIAMETER WELD DIMENSION 5. 51RUUCT1URA- MA50WY (PERIODIC): MIND SPEED = 60 MPH (FASTEST MILE IwND SPEED) MEASURED BETY'EEN OUTS RM05T CRO NRES OF EACH FABRIC, SHEET, IS NOT AT TOP (1/2' DIAMETER EFFECTIVE F1.61011 AREA), CIR 1/2' X 1 1/2' FtVvLE WELL' THE 5HOP PRAAN65 DO NOT REPLACE Tl'e (..?NTRA:1' DOCUMEM. ITEMS A) DURING PREPARATION OF PRISMS. EXPOS = BQ LE55 THAN THE SPACING OF CRO56 NICE PLUS 2 INCHES. ALL WEL'2M WIRE DIMENSION AT TOP (3/8' X I" EFFECTIVE 'r-U5ION AREA), A5 FOLLOWS: OMITTED OR SHOWN INIC�.;.,`.EGTLY AND ARE NOT FL466ED BY THE 5TRUGTURAL B) DURING PLACEMENT OF REINFORCIW6 AND &ROUT. ENGINEER CPR ARCHITECT ARE NOT TO BE CONSIDERED CI•iAN6E.r TO CONTRACT GU.F ) GANOUT5 PRIOR TO CLOSING. 0-10-r-.^r-i- FABRIC SHALL DE CHAIRED TO EN5i1RF PROPER GLEARAPIGES. pCx�l�Nl'S. IT 15THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE ITEMS ARE I+SI ■ 034 ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE 5TRUGTURAL ENC!CER. INTERMEDIATE SUPPORSUPPORTS: EAr:H FLUTE, INGUIDIN.S ENDS, END LAPS AND AT CONSTRUCTED TO CONTRACT DCWwENTS, b. DUTIES AID RE'YON5IBILITIE5 OF THE 5PEC;& INSPECTOR: SITE C.LA55 = D PROVIDE BENT GORWR BARS TO MATCH AND LAP WITH HORIZONTAL BAF6 AT ALL THE ADEQUACY OF ENbIN�.RING DE5ft5N5 AND LAYOUT PERFORMED BY OTHERS � SPIE INSPECTOR SHALL O35ERVE THE WORK A5516NED TO BE CERTAIN CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REIM'ORCING BAR SPACING TO ALL STEEL. PARALLEL TO FLUTE`: 12' O.C. IT CONFORM,, WITH 'EHE APPROVED DESIGN ORAWIN&5 AND SPECIFICATION 61VFN ARE MAXIMUM ON MTER5. ALL BARS PER Cftl SPECIFICATIONS AND aREST5 WITH THE DE5I6NIN6 OR SUBMITTING AUrI;ORITY. B) THE SPECIAL IN51°Ec;TOR SHALL FURNISH INSPECTION REPORTS TO THE FOUNDA IONS: HANDBOOK. DOWEL ALL S NOTED TMRAI1REIWORE. SCAS TO FOUNDATION AL WITH STANDARD AT OF't?IIN65: EACH FLUTE Alin Ar b" OG. RI:'VIEWIN& 15 INTEWED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL 90 Dl-6Rlr.F HOOKS UFEE55 NOTED OTHEi�Y'Y5E. SEGUQELY TIE N1 BARS IN � DISGREPA,'JGIES SHALL BE f3ROl16FiT TO THE IMMEDIATE ATTENTION OF THE 6EOTECHNICAL REPORT BY 6E0'TEGH SOLUTIONS INC. VATEL JULY 11, 2001. LOCATION BEFORE PLACING C.ONGREIE. CONCRETE rOLUMN DOWEL EMBEDMENT AT SIDE LAPS; BUTTON PUNCHES r\T 12" O.G. (STANDINb SEAM 510E L..�PS) CORRECT 5HCP DRAWINGS. RESPONSIBILITY FOR C:ORRECTNE55 5HALL REST WITH 0150 R PA!4 R FOR CURREGTIO U THEN, IF E IMMEDIATE TO NTN DESIGN SHALL BE A STANDARD COMP'RE56ION DOW- WITH EMBEDMENT LEN&TN THE CONTRACTOR. CONN11'i•TRACT AND R BUILDING OFFICIAL. MADE. SHNJ. BEAR ON FIRM,I UNDISTURBED Top SOIL IB' MINIMA BELOW FINISHED G) UPON COMPLETION OF THE AS�,,i6NEp WORK T CN6iNE1rR OR ARCHITECT MADE. FINISHED 6RArJE 15 DEFINED A5 TOP OF SLAG FOR INTERIOR FOOT'►, Q AC.GORDINrb TO THE LATEST EDITION OF THE AGI 318. THESE DRAWINi65 SHALL NOT BE USED FOR SHOP DRAWINGS IN ..M' HAY, SHAPE OR AND LOtr;LST ADJAGEMI7 bRAOE WITHIN 5 FEET FOR M'ERIME1TJtR FOOTINGS. STEEL JOISTS: FORM SHALL COMPLETE AND SIGN THE /1PF'ROPRIA'rE FORMS CERTIFYING TrUT TO DE5'6N 501E BEARING VALUE • 2500 PSE. FOUNDATION EXCAVATIONS SHALL BE INSff,'TEV BY SOILS EN6INEER PRIOR TO PLACEMENT OF CONCRETE. DRYPACK: ALL JOISTS SHALL BE DE516NED, FABRICATED, MELLXD AND ERECTED IN THE DE57 OF THEIR KNOWLEDGE THE WORK 15 IN CONFORMANCE NTH THE AGGORDANCE WITH THE LATEST EDITION OF TIE m5TANDARD 5PECIFICATION5" OF APPROVED PLAN` AND SPECIFICATIONS, ,AND THE APPLICABLE WORKMANSHIP DRY?AC.K SHALL BE 5000 P51 NON-SHRINK GRAN, FIVE STAR OR EQUIVALENT. THE STEEL J015T INSTITUTE. DEFERRED SUBMeT TAILS: PROV15IONS OF THE GORE. CONCRETE: INSTALL DRYPAGK UNDER BEARING PLATES!'EFORE FRAMING MEMBER 15 INSTALLED. J0157 DEPTHS INDICATED ON PLANS ARE MAXI". .0197 MANUFACTURER SHALLO F THIS SEG i IDN, DEFERRED SUBMITAL5 ARE DINED A5 ABBREVIATIONS AT COLUMNS, INSTALL DRYPACK UNDER B/_SEPLA-E5 AFTER COLUMN HAS PPEEN OB16N AND SUBMIT CALCULATIONS BY A RE6151ERCD EN&INCER FOR ALL JOISTS, FOR THE PlRPO5E5 MINIMUM 26 DAY 5TREN6TH 3>_V P5!. (2,500 P51 USED FOR DE516+0 PILUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. EXCZFT PARALLEL. CHORD J015T5 WITH UNIFORM TOADS AND CONTINUCLSLY THOSE PORTIONS OF THE DC516N WHICH ARE NOT SUBMITTED AT TFE TIME OF THE ABC -.__- , WWREGATE BASE CCUI75E GLB (6LULAM) --- GLUED-LAMINATED BEAM SUPPORTED GOMPR VISION CHOR[$.- PER SJI STANDARD LOAD TABLES. APPLICATION AND M' 41CH ARE TO BE SUBMITTED TO THE BUILDIN6 OFFICIAL WITHIN A A/C AIR CONDITIONER IFLU. -~ - -- INSIDE FAGS (?F WALL MECHANICALLY VI&RATE A1. CONCRETE. YWEN PLACED, E,.XLEPT THAT SLABS ON CALCULATIONS SHALL INCI.UDE DEFLECTION AND CAMBER REQUIREMENTS LIVE SPECIFIED PERIOD. STRUCTURAL STEEL: LOAD DEFLECTIONS SHALL BE LIMITED TO SPAKr360. TOTAL LOAD DEFL.FCTION 5 AFF. -- ABOVE FINISHED FLOOR NORIZ7-- I CC.RIZONTAN_ MV-DE HEED BE VIBRATED ONLY AROUND PLASTICIZER. IF t DUCTS, BTG. MAXIMUM 2 SHALT. 10C LiMITED TO 5PAN/240. ALL J015TS SHALL BE CAMBERED FOR THE DE516N OEFERR v• OF ANY SUBMITTAL ITEMS SHALL HAVE PRIOR APPROVAL OF THE SUILOIN6 ALT. � -a-Y`Rr�IATE K(KIP) - 1000 POUNDS SLUJrP 4 !!2' FOR C.OfiGRElt YW1HOl+T P1.A511GIZER. iF PLASTICIZER 15 USED, A DEAD LOAD. MAII`IFACTINER SHALL ADD ADDITIONVAL Y'E8 MEMBERS A5 REQUIRED OFFICIAL. THE ARCHITECT OR ENbINEFR OF RECORD SHALL UST n'� DEFERRED A.B. -- ANCHOR BOLT L... ---- - LIVE LOAD H16 TER FINAL .`,LUMP MAY BE ALLOYED UPON 511RUCTURAL ENE`Ii.�RS AFPPROVA.. ALL STRUG'NRAL WIDE FLANGE STET=L �+HA L BE ASTM A992 OR A512 (Fy = 50 K51). , " - AT (MEASUREMENT) Lf3s l•) — - LIVE L S ALL OTHER 5TRUGTURAL SHAPES ,AND P1ATE5 SHALL 8E ASTM A36 (F = 36 K51) AND ADJUST CHORD AND WEB 51ZES ACCORDIN6LY, 13UT SHALL W)T ALTER DEPTH OF ITTALE ON THE PLANS ANO SHALL ` IT THE DEFERRED SUBMITTAL CAST C1.Or.�tJFiE POUJfZ AROUND G01LFM5 AFTER GOI IJMN DEAD LOAD IS APPLIED. y JOISTS. OE516N CALCULATIONS 5HAU. INCLUDE SUPERIMPOSED LOADS FOR DOGUMENT5 FOR REVIr:h 5Y THE BUIL.DINb OFFICIAL. � REAM LLI! ----- LONG LEG HORIZONTAL UM-ES6 AF'F'ROVED OTICRN5E IN MR.'11N& BY T•E ARCMITT5GT,, ALL CONCRETE EXCEPT A5 FOILLOWS: ALL TUBI- STEEL SHALL BE ASTM A500 (P4 = 46 K91). ALL PLAIN FRAMIN6 SUPPORTED EQUIPMENT. VERIFY SIZE, M164T AND LOCATION OF BPF' - BELOW FINISHED FLOUR LLV ---- LONG LEG VERTICAL SLAB6 ON GRADE 5HALL BE BOUT® BY CONTROL JOINTS 0.EYED OR SAW CAP. , A5 BOLTS SHALL BE ASTM A301,UNLESS DOTED OTHERWISE. EQUIPMENT WITH ARCHITECTUR.A-, MECHANICAL, PL.UMBIN6 AND ELECTRICAL SUBMITTAL DOCUMENTS FOR DEFERRED ��UdMITTAI !TENS SHALL !�E 51JBI41TTED TD BFF --_--- BOTTOM NI BEAT`' f"fRl'�ai - LONG LEG vERTIC EXCEESH"D ON THE SQUARE TIONFEET. PLEY D C THAT J CTS INIE EEO AREA ODES NOT DRAWIN65. THE ARCHITECT OR EN6INEER OF RECORD 04-0 94ALL REVIEH THEM AND FORWA;LP BDD.----- BOTTOM OF DECK MAS C J. - -- MASONRY CONTROL JOINT EXCIt�'D 400 5G1dARE FEET. KEYED CONTROL JOINTS Ni�D ONLY OCCUR AT ALL CONSTRUCTION PER LATEST AISG HANDBOOK. ALL EXPANSION AND EPDX( THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDIGATIN6 THAT THE DEFERRED 8•0F. -- 1307704 OF FOOTING MEGH'L-- hECNANIG.QI. EXPOSED ED6,E5 DURING PCUPJN6, ALL OTHER JOINTS MAY BE SAW GUT. BOLTS TO HAVE I.GB.O. F�;ATING FOR MATERIA. INTO Y'NIC.H IN5TALLATION TAK.E5 CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 WITH DESIGN CALCULATIONS 5EALEDD SUBMITTAL D HAVE SEEN REA NOT AND THAT TINS HAVE BEEN HERR BD -_ -BEARING MECH' - MECHANIC. . UNIT PLACE. ALL Ra=mE.NGE To HEAD w- 51UD5 SHALL BE HIGH STFZ%TH HEADED BY A RE6151ERE2 EN61NEER FOR REVIEW PRIOR TO MANUFACTURE. SHOP - STUDS. ATTACHMENT OF HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS DRANN65 AND CALLI i-ATIONS SHALL INCLUDE DETAILS OF ANY OPTIONAL FIELD TO BE IN 6ENERAL CONFORMANCE WITH THE DM16N OF THE BUILDING. THE CIP. ----- •CAST M PLACE MLE3 MICROLI-AM 5EDM ALL ED OR ETE SLABS OVER STEEL DECK SHALL 8E BOOMED BY CONTROL JOINTS SPLICES, AND IF H16H 51REN6TH BOLTS OR FULL PENETRATION HEI-05 ARE DEFERRED 5UBMIT-rAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR OM16N AND C.L. ----CENTERLINE NOT APPLICABLE (kEYFD OR SAW CUlT) SUCH THAT THE ENCLOSES) AREA ODES NOT EXCEED 90U OF THE LATEST EDITION :�F T'rIT: 'RECOMMENDED PRACTICES FOR STUD Y'ELL21NI6' UTILIZED, CONTRACTOR SHAT RETAIN AN INDEPENDENT TE5TIN6 LABORATORY TO SUBMITTAL DOC.UMENT5 HAVE BEEN APPRO'VCD BY THE BUIL.DIN6 OFFICIAL. CLB. --- r- NPA ---- SQUARE FEET. AND THE 'STRUCTURAL "FF_LDINIS CODE' KIBL 15HED DY AW5. ALL BOLTS, ANCHOR CERTIFY COMPLIANCE WITH AISG AND AW5 SPECIFICATIONS RESPECTIVELY "��� � � �� KT•S• - NOT TO SCALE. ------- BOLTS, EXPANSION BOLTS, BTG. SHALL BE INSTALLEDWITH STEEL HASHERS AT FACE CLC. CENTEW NE OF COLUMN O:G. ON CENTER DEFERRED SUBMITTAL ITEMS: CLF. - - CENTERLINE OF FOOTING FLY ASH - IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS, SHALL 5E LIMITFJ7 TO I"bOD OR AT SLOTTED HOLES STEEL. SECTIONS. PROVIDE BRID&IN6 AS REQUIRED, PER 5JI SPECIFICATIONS. ►'WERE BOTTOM CHORD OFW.- OUTSIDE FADE OF WALL WELDIN6 IS INDICATED, DO NOT WELD BOTTOM CHORD TO SUPPORT UNTIL FULL CLL. --------CENTERLIMIE OF LEDGER Opp -_ OPPOSITE II'N1 OF CEI�lT'1'IOUS M1,�TEY2fAL5 AND SHALL HAVE A REF�L.AGEMENT FAGTOe<'. OF 1.2 - STEEL JOIST'S p,G. PRECAST CONCRETE RELATIVE TO GEMENT REPLACED. LEAD LOAD I5 IN PLACE. GLa - --_ CENTERLINE OF 'WALL ALL WELDIN6 SHALL BE PERFORMED BY Y'ELDERS HOLDIN6 VALID C•EiRT, -ICATE5 ANJ - MEZZANINE 11F RACKS Z_L :LR -- CLEAR PLF POI.NDS PER LINEAR FOOT WHERE CRO55 BRIDCAK6 INTER'�ERE5 WITH MECHANICAL. INSTALLATIONS, REMOVE CONG--------CCNGRETE PREFAB— PREFABRICATED /UI.L GGNGRETE WHICH DURJN& THE LIFT= .')F THE 51TRUG1IARE YvLL 8E SiS.FGTED TO HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHDYN ON THE DRAWINGS OR THI5 GR055 BRIDANN6 AFTER TOTAL DEAD LOAC 15 APPLIED AND REPLACE WITH GENERA' • CONIC GJ. -- CAN CRETE CONTROL JONT _ - FREEZING TEMPERATURES WHILE WET,SHALT. HAVE A WATER ? CEMENT RATIO NOT NOTES. OMTIFIGATE5 SHALL BE THOSE 155" BY AN ACCEPTED M5TING A&EN4Y. HORIZONTAL ANGLES 2' X 2' X 3/16" AT TOP AND BOTTOM GHORD5. POWDS PER SGlUARE FOOT pgF PSI POUND5 PER SQUARE INCH EXCEDING 053 BY WE16HT NO SHALL CONTAIN ENTRAINED AIR PER AGI 301. SUCH ALL WES UNLESS NOTED COW SJ. CONCRETE 5ALDIN6 DONE BY E-70 SERIES LOW HYDR06EN RODWCUT JOINT OTFIERAI E. FOR &RADE 60 REINFORGIN6 BARS USE E90 SERIES. ALL WEL.DIN6 PER MANJFAGTURER SHALL DESICyHE STRUCTURAL 00,5TRUGTION DOCAIMENT5 REPRE_-+CNT THE FINISHED CmU- GONGF2ETE MA50NR1 Wit CONCRETE SfiAll BE F"RO'VICED FOR EXTERIOR ,PEtIME'TER STEMS AND � N .01575 IN AGGO'RDAJVGE WITH THE U.L.UDE-516N REI►E-- REINI`ORGING FOINOATIOMS,EXTERIOR CUR'35 AND 6UTTER5, ETC. LATEST AMERICAN AELDIN& 5ovETf STANDARD'', (EXCEPT STEEL. JOISTS AND JOIST REQUIREMENTS IN ORDER TO ,-VAIEVE THE FIRE RATING SPECIFIED IN 5TRUCIURE. THEY DC NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONI C 4WCTION OLH SHORT LEG HORIZONTAL 61RDER5 SHALL COMPLY WITH 5J! STANDARDS). THESE DRANNGS DO NOT ARCHITECTURAL VRAWIN65. CONTRACTOR 5HALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONT - CONTMIOUS 8Lv - - SNORT LECs VERTICAL DI5TIN6UI5+1 BETWEEN SHOP AND FIELD MELDS;THE CONTRACTOR MAY SHOP WELD KAN STRUCTURE DURING CONSTRUCTION. SUCH MEA5URE5 5HALL INCLUDE, BUT NOT BE DEG - DEGREE Sim SIMILAR MASONRY: OR FIELD WELD AT HIS DISCRETION. SHOP MIELM AND FIELD WELDS SHALL BE ' ,..,..IFLH S R IE SHALL DE-516N J015T SHOES WHERE BEARING LENGTH 15 LESS THAN LIMITED TO, BRACING, 5HORIN& FOR LOADS DUE TO 00116 TRUCTION EQUIPMENT, OL. ---- DEAD LOAD 6a SERE 4' AT LH SERIES JOIST AND 1J:55 THAN 3" AT K SERIFS J015T. ETC. THE STRUCTURAL- EN&INEER SHALL NOT BE RESPONSIBLE FOR THE 0 OR DIA, -DIAMETER STD -ATANDARD SHiOY'Iri ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL (COMPLETE) - HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM CAO, Fm = 1500 P51, PETETRATION WELDS SHALL BE BE TESTED AND CERTIFIED BY INDEPENDENT /ILL JOISTS 5HALL BE DE-516NrEV FOR A 3004 POINT LOAD AT ANY LOCATKON. T.L. A:M11 - RlNG aOND, MORTAR TYPE 5, 1,P" PSI. & Vr 2,000 PSI. TESTING LABORATORY. CONSTRUCTION, OR THE SAFETY PREC;AUYION5 AND THC PRO6Rr�M5 iP+CIDENT DU1CONTRACTORS MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF ON Ka(S)-- DRDm tOTAL LOADTAB --- IOP OF BEAM COMPOSITE STEEL JOISTS: 11`ERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE IN5PE;TION OF EDB. - —EDGE OF SLAB TDD.--- TOP OF DECK M M44MICALLY VIBRATE 6R.7UlT IN VERTICAL SPACES IMMEDIATELY AFTER. POURIN6 THESE ITEMS). EQ - EQUAL T.O.F. TOP OF FOOTING AND A6AIN ABOUT 5 MINUTES LATER. PROVIDE GLFANO`'5 IF 6ROUT LIFT EXCEEDS STEEL DECKING: CONCRETE ON STEEL DECK: EGUIP •EQUIPMENT T,01. TOP OF LEDGER 4'-0' IN BLOCK HALLS. MAXIMUM GROUT LIFT%TALL :� 8'-0'. UNLESS !'.^'EO OTHER CONCRETE UNIT WE16HT = CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMM- EXP. BOLT --EXPANSION BOLT MSE ON THE M AMS, PL�C.IE CONTROL JOINT'S IN K45ONRY AN_L5 SUCH THAT NO ROOF DECK: 145 PGF (NORMAL WEIGHT). �. T.O.M. TOP OF PLAT MASONRY CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER „C,iUU/ARE EXP. JT (E JJ EXPANSION ,)DENT w^':GRETE GOMPRE551VE STRENGTH = 3000 PSI. T.O.P. TOP OF PLATE STRA16W RUN OF WALL EXCEEDS 24'-0'. CONTROL JOINTS %(ALL NOT OCCAR AT SL.A13 THICK.W5 ABOVE STUD = 1/2" FOOT. ELLE - EACIJ WAY TDB.- TOP OF STEEL KALL ------- CORNERS, INT'ERSF-GTIt:�►15,ENDS, WITHIN 24' OF CONCENTRATED POINTS OF DECK SHALL BE I I/2' DEEP, 36' WIDE, 20 6W TYPE B PAINTED (GALVANIZED) STEEL, FF. FIN1,144ED FLOOR T.OZ. TOP OF WALL►^MERE REFERENCE 15 MADE TO VARIOUS TEST" STANDARDS FOR MATERIALS, 5i1GHi EDM. --FACE OF MI=,`'rBE'R NP - TYPICAL BEARING OR JAMBS,OR OVER OP'MIN66 UNLESS SPECIFICALLY SnOWW ON TIE WITH MINIMUM YIELD STRESS OF 38 K5f, WITH! MINIMUM 5 = O.235 IN"3 AND I s 0.216 NO REDUCTION ALLOWED FOR C.OW051TE FLOOR LIVE LOAD. STANDARDS SHALL BE THE LATEST IoUTION AND/OR A RD5 FOR FDS. -- --FACE `F STEEL UN,O TYPIC NOTED OTHERWISE STT IJC,TURAL DRAWINb5. ALL MI.SC,>*!RY BELO" FINISHED FLOCR OR GRADE SHALL IN"4 PER FOOT OF MOTH. F.OLU FACE Cf WALL �¢�- - VERTICAL BE 6R011TED SOLID. CAMBER AND DEFLECTION REQUPdEMENT5 ESTABLISH AND VERIFY ALL DPENIN65 AND INSERTS FOR ARCHITECTURAL, GA GAGE WILLIE. ILEI IC WI FABRIC DECK SHALL BE ERECTED IN ,1CC,ORDM1!,E WITH MANUFACTURERS CLAMBER J015T5 FOR: 100% r1OW OMFO51TE UL, 50% OF COMPOSITE DL, D RI: ABR C ALL WALL OPENINGS: MINIMUM I - 04 IN 8' BOND BEAM ABOVE ANO BELL" ALL RECOMMENDATIONS A5 3 SPAN MINIMUM AND SHAT BE ATTA W FOR A MINIMUM 20% OF COMPOSITE LL. MECHANICAL, PLUMBIN& AW ELECTRICAL WITH APPROF=n'.ATF TRAM, DRAWINGS GALV GALVANIZED W/ _ DTII OPMN66 E-KrEMDING 24' MINIMUM BEYOND JAMBE PER IBC SECTION 21.)6.4.2.3 5EE AND °JBCC+4TRAGTOR5 PRIOR TO CONSTRUCTION. GBH GENERAL STRUGT'L NOTES DIAPMRARSM SWEAR CAPACITY OF Iib PDF. THE LOAD AND SHEAR CAPACITY 5HHLL BE MAXIMUM ALLOWAi3LE LIVE LOAD DEFLECTION = 5Pr'�N/360. 111/0 ~— WITI;OUT LINTEL SECTION OR DETAIL FOR ADDITIONAL BOND L;-zAM ! LINTEL R_`GU11REMI-NTS, EWIVAL.ENT TO THAT LISTED FOR THE V, RCO DECK (ICBG 02016), WLGRAFT(1080 WP. -- WORKW-i POINT :J� OPTIONS ARE FOR CONTRACTORS CONVENIENCE. 1F HE CHOOSES AN OPTION, _ F 15), OR BHP (ICSO 421151) AS DEMONISTRATED LSI' CUREN RT IGBO WFORT FOR THE CONTRACTOR SHALL BE RE5PON5fBLE FOR ALL NE(,ESSARY CHANGES AND SHALL __ DETAIL SHEET :i�DEX _ VERTICAL BILINE"C2RGlNG: DECK. PROVIDE ALL NECESSARY DETAILS 5" AS EDC-f FORM, SPLICE PLATES, EXPANSION BOLTS: (I.C.R.O. NO. 4627) COORDINATE ALL VETAIL5. PROFILE TG.PLATES, BERECT IN A04c7R©ONCE NTH THE REPORT TO MEET ITE BrTER (I) 45 IN GOF FiRCJl1T AT CENTER OF WALL,CONTINUOUS FULL HEIGHT 01" WALL SHEET 5HEE'T DESCRIPTION DETAIL NUMBERS SHEAR REGlUUIREM D-M SPECIFIED ABOVE EXCEPT THAT IN 1`10 CA5E SHALL STUD TYPE EXPA45ION ANCHOR WITH A SIN6LE PIECE ME06E AND HAVE THE NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL ��``I AT ALL CORNERS, INTERSECTIONS, WALL ENDS,BEAM BEARINGS, JAMBS,EACH SIDE CONFECTION TO STEEL MEMBERS BE LESS THAN THE FOLLOWING MINIMUM FOLL.OWY�i MINIMUM WORKIN6 LOADS -- - - �L I 7I t./� OF CONTROL. JOINfS AND AT INTERVALS NOT TO EXCAW 46'OCG. UNLESS NOTED ATTACMMEIMS: STRUCTURAL.. NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, $1.2 TYPICAL. DETAILS OI-US �. 71 OTHERWISE. 11E AT 8'-0' VERTICALLY,WITH SINGLE WIRE LOOP TIE 13Y A.A. WIRE COHEiTRUCTION 5HALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONCRETE MASONRY 81.3 TYPICAL DETAILS 16-22 PRODUCTS COMPANY. LAP SPLICES SHALL BE65BAR DIAMETERS. LAP SP-IGE5 WELD DECK TO SUPPORTNb MEMBERSIW;TH 3/4" TO I' DIAMETER WELD DIMENSION DIAMETER SHALL 13E 13 X LAP LE?it:•TH W1.1EEN1 ADJAC9IT SPLICES ARE SMARAT 17 BY 5' OR AT TOP (i/2' DIAMETER EFFECTIVE FUSI;:N AREA) OR 1/2' X 1 1/2" PUDDLE HELD HELD SHEAR TENSION SHEAR TC-NCONTRACTOR SHALL BE RE5PONSUBLE FOR VERIFICATION OF ALL DIMErdSIONS WITH 5ION TO START OF CONSTRUCTION. RESOLVE ANY 84.1 FOUNDATION DETAILS 101-III LESS. DOI"E]. ALL VERTICAL R>=1N+tFORGlN6 'r0 FOUNDATION ATH DOWELS To MATCH DIMEN510N AT TOP (5/8' X !' EFFECTIVE 1�USION AREA), A5 FOLLOWS: I/2" Ig40 LBS. 11"70L.65. 1400 L$5. 150 L.55. ARCHITECTURAL DRAWINGS PRIOR . _ VERTICAL REIWORGIN6. 5/8" 3010 L135. 1810 1_135. 2120 LBS. 1100 LBS. DISCREPANCY WITH THE ARCHITECT. 55.1 FRAMING DETAILS 201-215 IO ALL TRANSVERSE SUPPORTS: (5) Y'EL_DS PER SET INCLUnING END 3/4" 4140 LOS. 1970 LBS. :1600 LB5. 14501.85. DETAILS INDIC•ATIN6 MASONRY WALL CONSTRUCTION ARE SCHEMATIC ONLY. 85.2 FRAMING DETAILS 216-225 7 HORIZONTAL. REIW(')RGIN6: LAPS AND AT INTERMEDIATE SUPPORTS. 4 (1) PUDDLE WELI75 PER SHEET CONTRACTOR SHALL COORDINATE EXACT MA;;OIIRY GOU1R5E5, DIMEN45ION5, AND FV AT PHRIMETER LEDGERS. Q FOR MINIMUM BOLT EMBEDMENT LENGTH SEE TYPICAL DETAIL. CONTRACTOR SHALL. ELEVATIONS WITH ARCHITECTURAL_ DRAWIN65. 85.3 FRAMING DETAILS 226-244 City 7t rl $rfj 51BBMIT MANUFACTURERS SIZE AND STRENGTH DATA TO EN6INEER THROU6H y (I) CIN MINIMUM O CONTINUOUS BOND SEAM O 4'--0'INE O.C. (2) CONTA LY TYPICAL. TO AL1. STEEL PARALLEL TO FLUTES: 12" O.G. ARCHITECT PRIOR TO CONSTTRUCTION. INSTALL ALL EkXTS AS OUTLIWI IN TYPICAL OETAL5 MAY NUOT NECESSARILY BE GUT ON PLANS BUT APPLY UNLEE55 A r� Ed 1``Iams 15) CONTINUOUS BOND BDJtiMS Y"/(?.) 05 AT ROOF LINE, AND (2) GONTINUCJS BOW; MANUFACTURERS SPECIFICATIONS UTILIZING PRoPETR SIZE AND TYPE OF DRILLNOTED OTHERWISE. BY * BEAMS VV(2) 05 AT ELEVATED FLOOR LINES. 1 05 IN MINIMUM 8- DEEP 6ROUTTX c 3 AT OPENIN65: EACH FLUTE AND AT b' O.G. GL.EANIN6 HOLE,DRIVING AND T16HTENINS BOLT. V,411E5 LISTED ABOVE ARE FOR CONTINUOUS BOND Dr-AM AT TOP OF PARAPET OR TOP OF A FREE5TANDIN6 14A.L. HILTI KKK BOLT II EXPANSION ANCHOR. ANCHOR STRENGTH MUST BE ADJUSTED FOR PLACE THESE BNWIHERE DISCREPANCIES OCCUR 8EIYEEN PLANS, ME AILS,GENERAL 5',1RIIGTURABARS CONTINUOUS TNRU CONTROL PER TYPIr,AL DETAIL. AT SIDE LAPS: 1 1/'2' TOP SEAM WELDS AT 24' (STANDING SEAM SIDE LAPS) EDGE DISTAWE,AS APPLICABLE. NOTES AND 5PECIFICATIONS, THE 6REATER REQUIREMENT5 SHALL 6OVERN•ANY ( � -�',��� PROVIDE BT3fT BARS PER TYPIG,'tl. DETAILS,'r0 M1ATU1 HORIZONTAL BOND BEAM SUTTON PUNCHES AT 12° DG. (STANDING SEAM GIDE LAPS) ENGINE1341N6 DE516N,PROVIDED BY OTHERS AND SUBMITTED FOR REVIEq, SHALLREINF �. OWTI MTY. LAT CORNS AND BE 6 INTEP5EAMETCTION TO MAINTAIN BOND BEAM 1 1/2' SIDE SEAM WELDS AT 24' (STANDING SCAM OR ;M5TEp LAPS) A BEAR TIE SEAL OF AN ENGINEER RE615TERED IN THE STATE OF ORE60N. CONTINUITY. LAP SPLICES SHALL BE 65 Brut DIAME1ETi3, 5TA66:ER SPLICES A MINIMUM OF 40 BAR DIAMETERS. DO NOT SPLICE W1TAN 8'-0' OF CONTROL JOINTS, STANDARD WE16W(ND. 4 6A6E LNIRE) 1PUR-0-WAL OR DUR-O-MR'E(OR EGUI`ALEW) LADM TYPE JOINT REIN'S AT 16' O.G. IN W60W WALLS. OFFICE COPY CONSTRUCT10t, SET 1 � _ - A PLAN CHECK CORRECTIONS 10/15/07 of*O C t b4 DISCLAIMER:41 JOB NUMBER- SKEET TTTIL SHEET NUMOM �Q PIN THIS DRAT/IMG IS AN Q.07042 GENERAL �'+TRUGTURAL z PLAN CHECK CORRECTIONS 12/05/07 5��a l N�►�,/ INSTRUMENT OF SERVICE AND CONSTRUCTION SET — 12/24/07 AALtmoinwou,isc. 4' �2 2 TTHE RE R PE; Y OF AMERICA'S (� W 68th PROJECT ""AGER: NOBS —� — M Alv f AND SHALL PARKWAY ARA/HRA -- -- E N G I N E E R I N G REMAIN THEIR PROPERTY. \ THE USE OF THIS DRAWING TI G A R D O R DRAWN BY: 1573 20 GrOft[15 19uM•aoo I e=w•Aon,11 l,1 y G� .� SHALL BE RESTRICTED TO �-- - 503 A20.9030 IW.I A03.A20.667Y Aa I www.�q.mm d �y � '' — pm.allo. AM THE WAS ORIGINAL PPRTE EPARED. ORCLC/EMO WHICH PUBLICATION THEREOF IS DATE: EXPIRES: 12/31/07 EXPRESSLY LIMITED TO SUCH. - _J 8117/07 ��0 'Yd. `moi►, .,nr�}4p +rro. „ "h W( ,t'�'K4.!'M:°: .A. -n R.,v�.Ytrr. ,:rs.e,,.,w., , V. ,y ..—. ,. .JW-- .,w'G•+IMMlr^Y,' ';: aF4' > p� y�y�,L ({ y 11 K,.,..w..+uw<,,�a F: ` • � ( __ _ _ .' .. -._ ,..,7TfTjq1 �r�m1�'Fj1111r1 rilp TTT�t F,r�r�1 Ilrlr�l 11!`111 111If11 IIIIf�I 1,1Jf,f r�)1111 I,IjI�~I TJI�T�1ir1rjT"�1 11111'1 I '� ;'• >t I f 9 t 4 I 1 8 9 I 1101 I 11 I I . ,112 • _ 1 �� p"mom .24x No. 36 " : 21 E ZOle It tit 1111 llll�llll 111111 U�lll� '" "��II111 I "t t t 6 e L 9 TY IF z 1� llll�ll1111111�1111Ill�..,�W11111111,.Liw,...JllJ�llll l�Jl�llll Ull�l 11111111 %ilium' Ill X111 11 I Ill 11111lllllllllJli,l111�111111111�11111111111J 11�11I1 1111111 A : n Ike - � -. ._-......._.-•-,-...rC..++rawkrw4i�► - '.,••"^..*r^�••rt .c:a.,.,.«... f - - - - - .� - _ _ _ ... ... .._ .,d - .....,.r -. _ .�„wir, .__. yr ,1 f' TENSION LAP SCHEDULE Fc=3000 PSI TENSION LAP SFLICF LENGTHS(INCHES _TOP BARS MR COVER 01CFIE$1 39 1 tri 3 2112 =e 2112 4 •6 2V2 4 ) -6 04 29 29 29 29 20 20 29 29 29 60 36 36 A 36 70 36 36 36 36 n 43 43 43 43 43 43 43 43 43 n 60 69 eo k 63 63 Ore 63 83 /y 60 72 72 as !� 72 4N '- 109 el et 100 e1 61 i F'c=4000 PSI TENSION LAP SPLICE LENGTHS(INCHES)-TOP BARS ''2 _ g U C40M SAM SA•!SIZE awn C vER 174C44E$) . 3m - 1 112 3 — -- AND SPAfA*A6 HORIZ:I 7A. 2 112 4 .6 2112 4 .6 2112 4 •e I O N,/►SOPlLY YwALI RMORGM s. LAP(IOW OAK M —26 26 25 25 u 26 26 25 25 ` 05 31 31 31 31 31 31 31 31 31 Nam, INE Or .:XUlk N AND _ - C 0WAI !5nH ft"OR 01 �M PLATE. - — ♦',�l 7 ��(XAM R�INtOR�iIN�. O /6 37 37 :7 I! 37 37 37 37 37 v NOOTII�. OI GOFiG1Y:lE. SYM NAM PLATZ. — � C40M DAM SNC&Z AND I O 1lN�ORGMG FM FLMM n W 60 60 a7 a4 b• e7 a4 S4 • • 1PAGIIIG A6 HORIZONTAL. I 2 ADDrIOR[rITMLs'!. _ r6 74 Q s2 74 e2 a2 1 1/20 Z KCYED.DINT-004OVE FORM 1 1/4' M*04*4 OR PM ALSG 114WOIMM-LAP Fe'J1L 6" 3 i w w 7o 7c w 70 70 '4ATWI1 FIt10R TO FLAGNI6 Fc=5000 PSI TENSION LAP SPLICE LENGTHS(INCHES)-TOP BARS ''2 _ SAR ODVEII 1MCFIES b4 1 112 —3 2v2 4 =e 2112 4 ��6 2112 4 =a ( — INIER5ECT!ON 4N 22 n n n n n n 22 a Imal r6 2a 26 2. 26 212 26 .Ze 26 26 2 •v S — M 34 H 34 m 34 Si 34 34 34 -- ---- Q 54 b. Ori 61 49 40 61 49 40 (V M 07 66 of 67 50LEI =— V 62 62 64 62 I f i a NOTES. 1 'T( )ARR'ARE UEFINED AS hf-MLIONTAL MRS N1`TH MORE TKAN 12'Of CCNCAETE �\ CA& !LOW THE BARS OMITTED FOR CA-AMITY. U:2 TABLE 2 �� 2 FOR BAR$OTHER TWIN-TOP MRS',DIVIDE WiELOPMENT LENGTH 6PECIFIEO IN + FOR TYPE SIJ'. Alar TASTE SY 13ft . 3. INTERPOLATE FOR SPLICE LENUTHS AS NECES$AVY A� 4 TENSION LAP SFLICF$ARE BASED ON CLASS B FW CLAM A,DMD*BY 1 3 N7TE' VOLTS, � UNLESS NOTED O'WRVASE IN DRAW*".A$&P4*AI 6FLICE$AS CLASS 6 A ALL DIMIJISION D ARE•/- 1/2'. _ a 1. OPUCE DWIEN$k3N 1$INDICATED 04 COWAN",PROV11x:LARGER SPLICE LhwjTH LAP SKIM TWLS Aft2 ���p��p 7 VALUES SHOWN N4 TTABLE BASED BE LOWERED TN kT�T'MNWER$E6 G2� 1 2�FMLNT c ( k39ST5 PER 12. iy 13 10 LS 04 1 � 01 l-- NOT TO SCALE NOT T4 SCALE NOT TO 51GALE NOT TO SCALE NOT TO SCALE lIL2�L 3 O STm.JOIST. � O 'GONG.G..1 rMCRE SH" �i 0 b MIN c f Tm OOItlD6M6 A5 BY I ADDIT101/AL PWIZA 1!l 111WJ:' — --11 ISI LAP-WE 6.511 Q GZ'tJT!'RLINE OF GOLUM/. JOIST NM4R`AGTURCI� (D V#ft LOAD MS MORE THAN � BAR 075ET. O M�h6LAP BUT NOT j R1111.L-roR axe Am TYrr b 4 FROM PANEL POMP. KeYTl! I'-6' S>s FL/1Nl Q \4v STIM..JOIST. \� LAP PER 655(24'MINS � 4 G WRe fIC9 U RADIUS I'b'HINIMIIi/ I I �� (q STM ANSLe'3'x 9•X U4• 121% N 5 -TYPICAL. 0'-O'I INIK)H a� x 4•I.ONe rrTH N-?1/!r' ✓/11 � STOL AAKZ 2-1/2'X 2-1/'2'X 1/4' v� TOP OF MAU rc.Ylnw ® Id(I'MINIMUhL' EACH SIDE FROM TOP O ��LSm- 6�NOT MAXI MIWMR�1!4'-0' s� I VIA.EPoxY ANCHOR(IN CHORD TO NEAREST BOTTOM 0 PIPE YM ST194 MWl AID OVM 06 4d4d MP.",,5610 MAXIMIA4. eIIOURD Ca.L AT KA601 WY GINGKO FMB POW. `''/ oc4m-M TYncAL SPLICE DETAIL �R- r l FI►RAWrF � U C,oNGReTE SLAB oN16RAL7E. PJALl�.UO!KW-APP11110M(FOXY. AND 611 BARS,Sd rae w4 �S 9111 ANMZ•'X•'X W0 ® STIMIL ANILE 2'X 2•X � b AND 61E B/UtS. Sd FOR Al'. O O O X rw..�"�NI(y'!!11•' V* EACH SIM FROM O ® WRM TO roorift " M M GIA X 40 BARS MYTH LEO J MILINE OF SLA15 TS U CAM. marToM CAM TO WAMT b• TNIGKIIJM A6 04"ON d d 5 DBIIm HOOK. I POUR OR SLAB AS Of.G1A�tS. DIA DVXI AyGAIOR. TOP CHORD PALL POINT. dPMW CLL AT WAMW MIN. " I �� © 4d(4'NINIMUhV. I LlS�' 3J1?I5I POW.UN KL10-APF*0M�iXV. \ / \ / u M FACH AMZ EACH END. 5 HORLZMAL egg* g� O Ud(�o vESlts HGCK1. 3 b 3 I © CONCID/RATED LOADS ON JOISTS. - 3 5 ® 6d(4"MNIKUM). 1 I �{ HOOK DCTAIL5 O q Les Deem om. � WND AROUND I I/2'PIN FOR _ O � `-' b Or1RJ/.�'O AROIRD 2'PIN �� �•� .�_r / 4 2 0 \ FOR 04 Wft §CID AFAWNID - ( Nam. .,�, _ 2 WPM POR MG a Aft. b FRovtDe TNYS DETAIL YMOd EXCAIWS Lm.-CONCCNTRATW ZD ZD �D q q —_ 1\ \ - 12— �. NOTIrY EWNMt MFCN LOAD NO E. EKG MS 400 LDS. Lc) \ I NOTE: TM GRIO%BRID&N6 DETAIL SHALL APTLY FOR K SDI93 JOI5T5 �' OQ�UMtd TIES BEAM STIRFt�k _ �J FOR CLARITY,Gain+ C�MmNs PIJi.'imlG`zJ I M#e oma xtw BY MFR . • 2'-0°MAXIMUM. \ \`I(/ OMITTED. rae col�IeueArwN OF aF+DGlrlc cL�orJJRe P10111QS, ME PLAN. ED 05 - " r 14 11 INT 08 , E NOT TO SCALE -~ WT TO SCALE NOMI NOT TO SCALE °-�� NOT TO SCALE l� 11r�► `:l PRO AVe AIGNOR6,ANGFIOR � OI MAWKIRY MW1. BOLTS AND rK:•AN91oN:I(rlr5 PI9t ,1F 5 'Z'J � c� U eTe�l sTw. VERT BOLT HORIZ BOLT' AWGHOR • .1 �b BOLT THIS-4GfCl7UIZ UNLESS NOTED ON / U Ga+TRa JOINT. �, I @ uPUIC.FCD 517 EL SnJv OSmL JOIST. I emam MCAT �ETfT FILLET V41Ll7 PLANS OR DETAILS. O MAXIMUM SLAFE OET1'!!N a - OeRpoelNG As Iar1ul®err LENGTH LENGTH WE, 450. �J Et<pA1LrIOH OIL ACrN#SIVe`DOLTS O CONTROL-JOINT MAI:OAL PCIt BOTTOM OF POOTIN"SHALL TRACK-A 2' 1&LX - LOW IN MA90NRY SHALL BE .� SPWIARCHFIGATION S.PRAMNSS AND REL T5 AT Ill'DIA.(2 MNEaON 'MT N�IMUFAZTLJ M I/2' 6' 4' 1/4' APPROVT-D BY STRIJGTINIA.E%SINTZR OR 9/E"x5/4'L.ON O POMD@L �Tl ��- DOLT?AT 4E'O.C.(2 M�NIMUMI PRIOR TO!tLSTALL/1T101L ® (1)VERTICAL BAR EACH 54D_' IN OR TYPICAL DETAIL. U I/2'DIA oOLTs WL;D 61tOUT1s7 6615 TO MATCH I DRIVEN PINS AT 12.OL. ` 1 5/b• 6' 4' 5/16' ®AUTOMATIC M!'DED TO DEV6.OI' � � 3 VERTK.AL MOLL REIM`ORGIN6- C) w"aM or GOwpm fI I FA5TETER SHALL-NAVE ILDA. FULL GA'AGITY 4v'HIGH 5TRL9I6'nI 5e�,3 sx `10'TIft. II Rt?ORT FOR SAKE INSTi.LLATION. 3/40 l" 5' S/1b' IIADED STUDS. b eJ ss FOOTING OR TRI". � / I � 04) OTTOM OF A044zw PLL AN 1 ETA4 5, _ � �� GONTINu�JUs BOND BEAM BARS- 9 7/b' b• 6'_ 5,/Ib'_ THIGI0056 OF DRYPAGK DOES NOT M top DAM MYTH MA5TV,FOR 1 3 ON PLAN AND DETAILS. - APPLY Torooll 9!? fT. BOLO BREAG.OMIT AT LINTEL.9. I I I ® 610x9/4'EACH SF T KETAL 5 BOLT/rLATE EDa GI-EARANGES 9t1L1°MlS E/1GI1 SIDE. CRO�-fi BRID61Nt3 1. 4. _� 5/6 �� Mb RAGE JOIh7 PIAL HeI6Hr. PER THE FOLl.oR11NJG-TYP uxv.1 _ /� 9/4'DIA OR L '96-11/4' ( (� (2)61ox9/4•L OPI6 51�T _ I fro' 10' 0" _ --- 'IW DIA I I/9' - - _ '� OFEN dO MASONRY UNITS. � � 5 �� J/Ib I•DIA 145/40 PMI LINTEL I O I*vAL.L A5 SFC-"5Yn4ET K.AL © (MET / T I SA60 II• 48 111%4'VIA AA 20U4' ABOUT CONTROL JOINT. 1 � O MOxa/4'LONG SHWT• I OVER 1 1/40 DIA 1/4' A AT MASOWQY LINTEL.5,LOCATE (� 6ROUT SOLID, 1 FAC.E OF WALL, JOINT AT M105PAN OF OPFNINS. AT PC U STUDS.S. U OG. PLOP OT WILL, PLATE.,4I6LZ PLATE,ANKE O HORIZ.REINFORCING GOHTIWr1 ! \ I I ® O ST ll OLOC STI . wr Or EPG.- � � ETC. `(AA N EL,ETC. S aACAtMe• I , 2 a THIN GONrnAI JOINT. \I\\ I I � \ II 'STANF7ARV II II HEAP S NooK opt 1 60 Of Wk.)DEM B4W SHALL NOT Be � NOTES NOTE.--- --- TY,STM DECK VOLT 050 jj S LAPFEV MYTHIM E'-0'OF CONTROL \ FOR I I JOINT. I \ / Sex PLANS AD MTTAIL��l•MTolk b �) POR ADDMOLA IM'ORMATM ILS La SEE rLAN AND.sx ANUM �djQ$ FEADFQ SPUD HORIZONTAL E RID&INS 15 12 09 06 03 r NOT TO SCALE NOT TO SGN.E N17T TO SCALE NOT TO SCALE NOT TO SCALE �ET 12 - 24 - 07 CO �ISTRUTION ,� — �°`� �t1- C�T� — DISCLAIMER: --- --- _ JOB NUMBER: --, �, u mu- STRUGTLJRAL %r ��: e� 4'I THIS DRAWING IS AN A07042 .?E AILS I PLAN CHECK CORRECTIONS 10/15/07 �Gd PRS 12/05/0? � o I R�`U/ ® INSTRUMENT OF SERVICE AND PROJECT MANAGER: ^� 1 PLAN CHECK CORRECTIONS d+ 2 2 THE PROPERTY OF AMERICA'S 99 W & 68th PARKWAY CONSTRUCTION SET 12/24/07 *m aal w".�i• TIRE COMPANY AND SHALL ARA/HRA C / REMAIN THEIR PROPERTY. i E N G I N E E R I N G I THE USE OF THIS DRAWING TI G A R D, OR 48711 SW arM Orin I&ft Soo I YI m*ftn,OR I ORIN y G .r SHALL BE RESTRICTED TO DRCLC MO w3.620.3MMi.1b03.A4 ,W*16xIY�I I11111".4nm •/ �r 17 N ��' THE ORIGINAL SITE FOR P. AM' WHICH IT WAS PREPARED. _ �� R. AF4s PUBLICATION THEREOF IS' ��' EXPIgEB: 12/31/071EXPRESSLY LIMITED TO 8/17/07 SUCH. Q r° Y�- `�'fk♦. 1 �f 1 T� 1 �T h T42 1 I11111111111 1 1 1 I P I 1 i 1 1 T q I '. - r r tr 1l I• rl I I I r r rI I l l t rrI r I l r "rtY� � r I I I 1 1 1 . 1 1 . ,," I v . 116L61100IMMMC •,� ai;' ♦�.+ ','t, No.36 0, CT CIMS¢." WMb y, MI'l r a�Ull 1lll lU lUl)lll U11I 11 I11111U1 VIII 1l� 1 llilUll! Illll11U llUllU llll 111 l llU l IIU�IIII lllllilll , r Y . r ' . .. ..�.� . r•v..ay... . ,..th...i._.,„C'�-Ja :yhn1E64.^!1M11,W» ' p _.•,1 _ a*ern.. ..— ,-. ..- .. ... .. ,. _ ._.-. ._ -. . ..- ,, .... .. ... ...... .. .. '.....: ..>.,.... .. .. ..,:r,�r....... ,.,.._.. ,.«..,',e. -+w.. ,._. ,,r!..rr,.. 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C� / KNOW MULL. 2 4 �'. _ A 4 O sPArilNs(61-00•M,IAX1 1 1 11-6'MUWMNM-Amm A /111 $ O 1"MOIIRD DOW OEM. �', 5/Ib 5 7119WIM LYZA II NOTIFY =OWN= ® 0010 OeMI NdN`OSGMIS. ` M f MIN. 4 PRIOR TO PLA6O�e1T Or LAP I MM�OR M Pat 6jM roarw. �- 5 SAMWU AW RECOM/ACT TIIONCN PM 60L$INFORT AND IPCUP"TIOIO. 0 BOTTOM OP 71115NG11 ago _ _ d 2 SECTION SECTION A-A ��1.NO PIPs WALL PANrHRU — Q POOT1NMb. n 22 19 16 NOT TO SCALL NOT TO SCALE NOT TO SCALE i f I!� lT I O 00"Or M04WW LINTM. AN Lm I eeL flflt blr-FOR »13 PI-AIS AND pETALL,S. O sTSM AID LOCATIO k SQ O uNTB REINFORC.tK.` FLAK @^ 9M FLAIR O oWff 4 & ItRNPO1ec;INb PER OO OR LIt"ML!NVMRTIGAL ON FLAK DOTALL3 GUT IN K VY Lm THAN mum owNONz01RAL x 12' / O SOLpT tram sm OEAM NOOK OMIS IV AT MW.L cOpwm 1 MMww 0l�i0N GAI110'T! 2 /&MM. 3nb � I�� 4 / 1/ MAX 5 I J.MfYIN. MIN. NOT TO 'SCALE NOT TO WAL e t�l I'-2'AT I-U2'DECK I'W AT 5'DECK �2 STEI•L.DECK. I - # 0ANKE 2*xHrX X 5ft" "V)AT I V2'VWK W*m UV)AT 9*DECK Ea&"NO= � CUT=Ito OILY. NOMINAL BEAM NLIMBEIQ OF 5/4" DIA. Oj TIE TYPICAL STO L SEAM TO � - [� PLAIT 2W k"'. DEPTH 'D" ASTM, A525 BOLTS SIM CO1.1M OR STM WAN T10 STtsl.OEM or C, 10N \ — UP TOT 2 [� coNels3T� eve•SN%Z alt 2 SNWt OOLTs.PLATES TS. DIA 110 2-� ASTM Aa0"1 USE WD' X YOM 12" - 14" 9 s7i'Osie�— r. • 9 15" - IT 4 O ALL ECUS SHALL Be ItaTAum 4 U M'M N O U xarR9 HOLES IN 16" - 20" 5 Bret TI!WAM Mm opt THE I/D 21" - 25" 6 v1 rNOt LATCST ANUG ANKM OR WNT MAILS V'wIl 50" - 52" _ b N MAN=ON TW PLAW MTM AN ABIZIRI lK(0). NaMi t - 55" - 95' 4 ALL DOLIOU ANKE!5 S OLL ISE I/� SE U 1 " 10 4'k4W4Y MEN Its O ALL ET 5 USE oHt Y oOwh Is AT ROOT CAM. YMIT! — PLATIs EIIALL EE V4'THICK JSE-TION TIM DECK AT OPENING -DeTAL Pit WTION 4 OP LX TM AIW 9ML C� tlaIG T1 " m,#xw. � 21 TION 18 NOT TO SCALE NOT TO SCALE CONSTRUCTION SET 12 - 24 - 07 SHEEr No. ---- CAW wy c r U JI DISCLAIMER: JOB NUMBER: _ TOLE 9w N t ICAL CK CORRECTIONS 10/15/07 ° p 0 THIS DRAWING IS AN A07042 DETAIL.3 CK I PLAN CHE _ �� 1 N ' ® INSTRUCT E:T OF SEPVICE AND A PLAN CHECK CORRECTIONS 12/05/07 g�+o THE PROPERTY OF AMERICA'S PROJECT MANAGER: � j CONSTRUCTION SET 12/24/07 AA I son per.iMt• NY TIRE COMPAAND SHALI- 99 W & 68th PARKWAY ARA/HRA REMAIN THEIR PROPERTY. E N G I N E E R I N G THE USE OF THIS DRAWING TI G A R OR DRAWN BY: 487E SW OHM Drk*I Bub 3001 enwrrm an I Woos y GAY p ,S SHALL BE RESTRICTED TO ' CLC/EMO 0 _ so3=3110wl.I eoa.ao.11�IYw I .w•lo. 7 17 THE ORIGINAL SITE FOR ^°I d ft. AM IR--LEJ��p F� WHICH IT WAS PREPARED. PUBLICATION THEREOF ISEXPRE OATE: -- EXPI E ' 12��i 07 - I SUCH SSLY LIMITED TO - 6117107 D L— .1w+rYlti - ., �yF,r: r,�.+'°'--' ►„�q',q•,.,-se � n,' .. ..... .. . . +l�q ... ,..'""""'"yF�p A 1�'nj ,, + y .,,,,. ,;.qlw`�. I (yt.. y�zs'°1 •... # ., __ _ _ ._ ..'..e1ti�..I'.«e. y" ifi .. ,. +�` ,.L? :. +w. Kw+gliX+��.f.,.. ..,... .. .. .. ... >�.j",f „r,k.�ww. ,.�,...yp.1e - "�!�7�I�e ..M .�ML'raPR� 119M("1�.:�y+ru �"is .. - .. +--.... .. .. _ r..�L!� �'''. • - -- y, fi r�r1. ri�l lel ill Ifil rjI il� I�I I�r r�rTII r1t ��r 1r fi f�l 111 1 '+ • 1 fi 1 I I I 1 1 1 1 lj q j �1z 4 t e io ^LF s 30 .. ZAMA'1111,1" . �+ � 'M-/ '�f/.14. ......i a.ta'Ei _. ....... � �Iw.sa+,al...... o.,_,: .sem... ri,4'.R+r�11'AL tAatlaef!RC:+dt�Mb'�w•w..,.. .k7R� i1. .-.... .............e.�l�w;.ur«lrre'�'gM!,�+Mu.^,.+�fr.+�'-,- ....... .. Y_-_ ' _ _ .. _ r,/-r*.i. ,N""'�. 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I I I N 0COWCAMTE INALL (Tyr 110 ED CELGON . G.J. 4� of _ cl e \ GONG. G.J. 1 I 19'- 0" 4' I g L I 110 i f a/ _ - _ - - - 12'-2" /. / C!L2 I on \o I I�, m s" CO40RETE SLAB ON GRADE I I / I iIYF3 _ J I w/ ".F. bxb W2.gxW2.q OVM �I — — _ _ _ _ — _ 9 4' AD.G. WITH VAPOR BARRIOR 1O1 I r - - i- 1 / - J. -@. ;DI - - -( IN 0"rPICAU PER SOILS RETORT 104 o �r1, / . / o I $ I I 1 104 1 I END CELL. GONG. G.J. ( -j- N / • / /// N I I01 io II IM i 4'-5" 3'-•4' 4'-6 4'-2" I I I 104 1 p I Nn CO---- -—----- - - _ _ CONC. G.J. I I I - I FiL _ J1 _` / _ �m ; IO6 DDRAIN 106 I I Ct 106 1OS L 106 19 TYP I I I _ o - . _. - - �- - - - -- � - -•- - - - - - "roo - W3 IHIGHI - � - W3 IHIGHI - - W3 IHIOH - - ,� 1 ' 1 102 - 1 5 102 3 15 102 3/ 102 '1`YMF3/Vlls NDTE'. IO- IALL OW HORIZONTAL. REINFORGIN6 TO HAVE 160 2 TYP I &--,, 5 1 DE6. BOOK AT EACH END AT ALL NORTH/SOUTH8 1/ . 1e� . I � I I1 I ? 0 —0 AALLS, WALLS AT GRIDLINE D., AND WALL Ir'IERS I 3'-6" 3'-6" 3'-0 -0 3'-0 /` 4 4'-0" 4 4'-0" j I AT ORID 'D". L=.� 11\ LZ� ♦ ♦ .II . .../a../.wI .L/J..IJ.J../ � ' 1O — ' 2 6'-0� w r I4w ,— w � I w ,— w L � 2 3 22 0 3 4 22 0 6--8- Q 85'-4" s I I 1 1 I I 1 i 1 I 1 1.5 2.5 2.9 4 5 6 7 8 ✓_� T NO�tTM ISOLATED FOOTING IFI SCHEDULE WALL FOOTING (WF) SCHEDULEFOUNDATION PLAN LEGEND AND NOTES C WALL REINFORCING (W) SCHEDULE FOUNDATION - � SGALEs 1/6' ■ I'-O' MARK SIZE HEIGHT REIHFORGINb INSIVC INDICATES COL". SEE SCHEDUI.P F1 51-0561-0' 1'-0' (5i) 05 E.W. BOTTOM rA�� BACKFILL MARK] REINFORCING REMARKS C ON THIS SHEET. PLAN �-✓..i�� F2 W-6000-6' 11-0' (9) 05 EA BOTTOM A9 R=V. F INDICATES ISOLATED FOOTINb. SIE SGHED" W1 11S AT 32 Q" O.GON THIS SHEET. . _-- I WF INDICATES t+VALL FOOTING. SEE 5GH!lrDU.E _ W2 AT 32" O.G. --- ON THIS 5Hk">:'T. "HEIGHT" w INDICATES WALL REIW'.')RC.IN6. SEE 1 - -RE-INFORGIN6 W3 05 AT 24" O.G. --- %+IEDULE ON THIS SHEET 3 'WIDTH" AS RCQ'D. DETAIL SHEET INDEX V77,77773 INDICATES 8" MASONRY WALL NOTE IF "TOE' 19 NOT WSPECIFIED, CENTER W4 05 AT 16" O.G. EACH FACE I --- 50LID 6ROIITED FULL HF-16HT' SHEET SHAT DESCRIPTION DETAIL NIJH�ER.S FOOTING ON ALL. _ INDICATES 8" GONG. WALL 81.2 TYPICAL DETAILS OI-I$ MARK KIDTH TOE H E16HT REINFORCING REMARKS w6 05 AT 6" O.C. EACH FACE --- 51.3 — TYPICAL DETAILS 16-22 WF1 2'-3" - 11-0' (3) 05 CONT. DOT. I - 21'-O• ('3) +� L 5NW T- a e AT GRID B.q USE I . DO NOT 5GAg. VERIFY ALL DIMENSIONS WITH 54.1 FOUNDATION DETAILS IOI-Ilf Ri s 12" O.G. TRANS T i B (9) 06 LANG. D we 05 AT ON O.G. --_ ARCHITECTURAL DRAWING PRJOR TO START OF 85.1 FRAMING DETAILS CONSTRUCTION. DO NOT USE 'GONG. G,J." AS DIMENSION _ 201-215 WF3 51-0' - I'-4' (4)03 LONG. T 4 (4) 06 LONG.t3 - —' -- -- LINE OR TO LOCATE BUILDINu ELEMENTS. R3 • 12" O.G. TRANS T 4 B 56.2 FRAMING DETAILS 216-225 WF4 4'-0" - 2'-0" 03)05 LONG. T : (5) «b LANG.9 TYPICAL ..;AMB REINFORGIN6 - U.N.O. 2. DEPTH OF FOOTING DIMENSION INDICATED ON GA.K 05 • 12"Q O.G. TRANS T 8 B 1 ARE MINIMUMS. FOUNDATION CONTRACTOR SHALL f --------i- - Ilt-- ---- COORDINATE WITH THE SOILS REPORT AND O'THIR � •�.� .�.�..i✓�.r. i �.��. ► ✓_ ✓✓..._ ✓✓.�.� .i`i..iJ TRAM TO INrSM THAT THESE MINIMUM$ AM 5 ® WFPIGIENT IVR THE AMC. SEE TYPICAL DETAILS FOR ADDITIONAL REWIREMEM. V COLUMN SCHEDULE MARK SIZE SA-00"TE REMARKS (2) 05 VERTS IN x C1 HSS 4 x 4 x S/D' 5/4" x 10' x 10" (SASE PLATE - POUTED CELL r✓ (4) 5/4' DIA. ANGHIOR DOLTS. m V'M�IERE SMOYVN. 3 GROUT ADDITIONAL L _ CELLS A5 SHOWN. 2'-9" OR GREATER l CONSTRUCTION ET 12 - 24 - S07 NO. _— _ �� DATE — ---- ItUOTVR�t -- _ DISCLAIMER: — JOB NUMBER: SHEET TITLE: SHEET NUMBER: 1 PLAN CHECK CORRECTIONS 10/15/07 �O THIS DRAWING IS AN A07042 pR�� FOUNDATION PLAN y PLAN CHECK CORRECTIONS 12/05/07 ``�► 1 p �'j' INSTRUMENT OF SERVICE AND AAI S�4o 2 Z � /, ® THE PROPERTY OF AMERICA'S PARKWAY PROJECT MANAGER; j CONSTRUCTION SET 12/24/07 wlHan�s i�c. TIRE COMPANY AND SHALL 9 9 W $� 6 8th H A R K WA Y ARA/HRA REMAIN THEIR PROPERTY. ENGINEERING THE USE OF THIS DRAWING TI G A R D R DRAWN BY: sw G4WW Odw I sub 3W 1 eMva+on,ma I VM G .� SHALL BE RESTRICTED TO W3.e20.XW w.15W.l20MM Aw I wwwAm".vc" y �r 17 p�N, Dov ,y� THE ORIGINAL SITE FOR CLC/EMO R. AF WHICH IT WAS PR.:PARED. _ - PUBLICATION THEREOF IS DATE: EXPIREQ: 12 31 0� -- - EXPRESSLY LIMITED TO -- D SUCH. 8/17/07 5D f 61 .,....- . ro aa► - : . _. s,..,.. ........w ,. , ,,. _ .. _ _^°' +�eMw,m� �,tw ;,. •,. _ .. _ _ ._ _. .. .. 7_ tTIM',v+rl'tis x:,z.,:� _ :r c:`�,,�n. .,"` E�N ri I�•nr*1t� , r r r i r r 1 r t T t Y TI �r�t 1�l1�1 1111111 l�1I11! I�rrr�! I�l�II1 i�T�T.�T �I���jIJ�. � '� j I1� rr�1 �T�' ! ' ' I 1 1 1 1lilt Z 4 e 9 1 10 , 11 t12 N0.39 awl" �. ow cL 113 k� 11111111�1Jll Il ! llllrllll�llll�ll 1111 ! I;�, u11llu 1111 llll�llllililllll 1111 llllWllWlUll.Wlllll�l111 lllllllll� s , ''��;v ••-::•._.,w w'..'rsv._' siwy,wwwy® a•.Y.._..wacd♦r.vr[" --Yy1n,2u•#w,srsl1lw.A`.-_v..,►......._ :`. _..: .tom.;:. _.... .r►.•-.,, ...w. . .. 'h"A"' .++"NNIF. •..u: :,.«^:::.+V vt. .,,.,._... .+lC-- ,. +hvv v,-.Y4.,....,... ...:,r. ..... .w... A ,.....w .. .. [ .(,.. +im ._:ce..-,.e .::;P __ ctl..:orw.w:.e.. ... .w.u ..,... ..:ss47r..z,_ '1i9�+rfaAbraq•.a.. .. ._ ..ww►."e-_. ..a .: ..;... .. 'nh.. .. - ._._._ O:,r-.:rrv.G:..,... .^Ar::r^.,AV_jY96!•: .7.. ..: .. ...--` .,. _.. .. w. �,rrra- ,._ -.. n ... — _ _ ..►1*_-v •.. . ... __ w..,." r .... .....,..,a....e^.ee aw«s,.ril.r-.'.v.•ww,. ".•�^-;r CiF.. .;Y_•r .. t a116i ..•.... .. :, t..- -.-, ..-a .-_ _.. ...- _-+.,w..v..:,.w.aYiv .. .. •,:• ewr.rw^*<.G..tL vrr• ... _ ..`..- ..._ -. - __ _..._ -. __ _ ... ,y5 crt: i i I i .pry' li' I i, J Y y SNOW DRIFT LOAD ISDLI SCHEDULE DETAIL SHEET INDEX LEDGER (L) SCHEDULE 2 3/ 7 d -_ 5ilEET 5HET DE5C.MMION DETAIL NUM5ER5 - - --- - - NOTE: MARK SIZE ANCHOkA6E REMARKS I. LOADS SH::wN PEI FRAI�IINcS MEMBER. 81.2 - TYPIGIJ,. DETAILS OI 15 v- 2 r i-r r� i- r r rrrr PROVIDE l�RID61N6 YWIERE PROVIDE 591061N6 WHERE $1.3 TYPICAL DETAILS Ib-22 L1 S I/2" x 9 I/2" x I/� Std DETAIL _-- �• DRIFT LOADS ARE IN ADDITION TO FRAMlN6 MEME3ER LIVE LOADS PER 6.5.N. _4401 201 AND 202 000.IJRS PE1t SJl STAND�Rp� OCCURS PIER SJl STANDARDSI ( 4401 FOUNDATION DETAIL5 101-III (DY ,JOIST SUPPLI�. I I (SY JOIST SLeftiER). S. UNIFORM LOAD PER LINEAR FOOT (PLF) FOR EACH JO15T SHALL BE DETERMINED L2 b• x 4" x 8/b' (L.L.V) O� CIC�� 31'b 21, Q 216 BY MULTIPLYIN6 UNIFORM LOAD PER. 5OUARE FOOT (P5F) BY J015T TRIBUTARY 85.1 FRAMING DETAILS_ 201-215 TIT• 216 SIM• 4. SNOW UNIT WEIbHT s 1-1. 5 PGF S5,2 - FRAMINS DETAILS 216-230 _ -- - - - STEEL LINTEL (SI..) A - -A _ - - _ - ----C3 PARAPET WALL 85.3 FRAMINb DETAILS 231-244 -- �� I - - IWI-70001500) �- TRIAN6ULATED 5NOP4 _ _' 215 ( - 215 DRIFT WEIGHT. Y 51M. H I(•700/'300) 51M. NOTE: I L4x4x!/4 Ib L � ` 215 _ STEEL AN6LE I �� THE _ I Q NEGHANIG�.L C,,ON11�tAGTC7Ft TO PROVIDE DESIGN � a _ - I � 2 O Y A 1 Ib LHIC700/500) SEE FOR DILL II FOR JOIST RZINORTS AT UNITS FORGING AT JOISTS. / l-J lu I UNIFORM 5NOW LOAD PER b.S.N. SUPPORT POINTS. 1- cn 1-I/2"xl . STEEL DECK I <_ I ' ANCHOR 5TLV ADJAGCNT TO m Q I WITrI 3-I 2" CONCRETE TCXPIN6 ol MASONW WALL w/ 1/2' DIA. ANCHOR -� w/ bxb-VA2.4IxVA2.9 '4 Q 15 LH ('7001 ) 1-1/2'xlago. STEEL PECK LEN6TH � " WITH 2 GOPIGRJ<TE TOPPING -- -- ROOF LINE BOLT 24' G.G. - TYR. 4 !(1 � I PER 6 S TMIGKNES6) I w/ bxb-w2.9xw2.� DESIGN JOIST FOR ADDITIONAL PER b5OTAL THICKNESS) --- 18 LH (?OOj500) In I.Ok 014 r� 2 MARK P5F LEN&TH TRIANGULATED REMARK5 I.Ok Lam.+ t 215 3 A I 'r'�' MAX WE I6HT 222 - 224 �CBx 11.5 I '- - -� 110 L5 PER L216. 8DL1 31 '1'-O" FOOT OF TRIBUTARY JO15T PARALLEL TO DRIFT WIDTH. AT EACH END I. WHEN SPAN EXCEEDS b'-A", SHOR.F LINTEL DURING INSTALLATION. 2. AUToAA'"IC NELDED HEADIa.D 5TVD5 PER DETAIL 206. 224 216 9. GROUT . -SELLS 50LID TO 1'-4" MINIMUM ABOVE LINTELS mot m epee" 4. 5" MINIMUM LwARINb EACH END UNLE55 NOTED OTHERWI5E. INSTALL ON FRESH MORTAR BED. MEZZANINE RAMIN& P1.�4N !� „oR'p`MIN6 PL�4N - �.9'. WEL.O ALL LI=NTEL STM. CONTINUOUS FOR LENGTH OF BEARIN6 EACH END 2 3 7 8 MARK LINTEL 51 ZE REMARKS 146'-0" I SLI NL24x55 BRACE ANGLE PER PLAN. INDICATES LOCATION OF L4x4xl/4 I D.I5KDL STEEL ANGLE DRAGS PER DETAILS I I 220 AND 200 TYP. WFERJ` 5HOWN I I 0.13K5L I (2 RECTO ALONG TH15 WAW I TYP. AT ALL CORNERS OF 155* MECH. UNIT MASONRY LINTEL (ML) SCHEDULE 1 SUPPORTS Z03 I KALL J2121 f 314 ! - -_ _-_ - - -- - - - - - __ - - - - - -211 .-VERT. - - - _ SLI _. __. _ nl' _ INFORGIN5 202 - - - - - _ 777777'77 - - - - Lt - - - I - ii i _ TOP OF SOLID Lt I .211 I I 2 1 I� ,I, I 209 020! j{j I I I TOP REINF. Y'WERE 20'9 I i,; E INDICATED IN bd 10 LINTEL 5GHED. `; I 11 tog sr. I °° '' ' ' -- - -- I �._ - - -- - -- - - - - - - - - - - - _ ? o I OPEN _rte BLOCKS - -. - - -- - - - - - - - -- - - - - - _ I I 1 rt _ S DETAIL 231 FOR -. I I III I- -� � I crr CANOPY, TYP. M. U. i i M.i�, i N ---KEINE. - _.4= 5CHED. w f(1 41 I I II I I E LINTEL UNTIL Ii _. _ _ _. _ _ = I I-I/2' DEEP x 2Og�. BRID61N6 PER SJI - " 219 i I Y 219 STEtaL DECK - YP. STANDARDS. Lbxbx3/® CONT. x 1 d r� GROUT REACHES C) 209 (x5 BAYS) lu _. __ - .. ._ � DESIGN STRENGTH (V tr I I 248 `_� ATTACH PER 6. P.N. (BY JOIST SUPPL ISR). I m 245 22a 1 INDICATES LOCATION OF L4x4xl/4 I m m In I I - STMT• STEEL ANGLE BRAE � 1' - - �- -- - - - 1 - -- - - -� - - - - - -- - - -- - - - - - - - - -- -} - - -I - - - - - - -- - - - - tIAL3 _ NOTE: AT a'-0' O G. MAK J �, -. -- - -- - -- - - B.9 I. VERT. REINI=ORGIN6 TO MATCH AND LAP 32 LH 2-rb/=bl U.N.O. Lbxbx3/b GONT ( ) I � - 5� DETAILS 201 AND 20a I 24; • � 219 � ,_ „ (r.3 BAYS) �' - 4 4 __----'-_------_------------___-..__---.--____-� p YVALL REINFC7Ri.INb PER 6.5.N. TIT' W#!tE .iFIOYW. 9I N 2. EXTEND &ROUT OPEN END MASONRY UNITS o li L4x4xl/4 BRACE- MLI r 244 1 I AND REINFORCIN5 2'-0" PAST EACH .IAMB. j P � AT MID-SPAN 21a •� �- USE CORNER BARS WHERE 2'-0" CANNOT BE J = AGHiEVED. N � $ 244 L4x4xl;4BRACE _ - - - - - - - - - -- - - - - - - - - - - - - - --- -N - - I 1� I AT MID-SPAN W t(1 I MARK HEIGHT REIWORGIN6 REMARKS 11 205 Ib rt IA - `o Ipl I MLI r-4- (2) 05 BOTTOM TYF ~ 22b I I N ML2 2'--0" (2) M5 BOTTOM --- I J I INDICATES LOCATION OF L4x4xl/4 2OI --- (7 11 204 STEEL ANSLE BRACE PER DETAILS I ML3 2'-a (2) 05 BOTTOM 220 AND TYP, YW�ERE 5HOWN - --- 5'-4"ML4 5'-4" (2) 05 BOTTOM i TOP x --_ I 1 MLS 4'-0" (2) 05 BOTTOM 4 TOP --- I A-- I0 �tIKLL209 225 0.22K5L q-- I I PLM L.E(Em I TYP. AT ALL i I Lt _ _OF 5500 MEC.H. UNIT - - - ----- - - - -- - - - - - - - - - - -- -- --t3Lt - - _ ,_ - - - I SUPPORTS � � Lt � I � - -- I ML INDICATES HEDo!v THIS SHEET. � I�I 2�1 I 211 214 I I 2O3 ' 206 A TYP. I HI6F1 LOW I I I SL INDICATES STEEL LINTEL. SEE I INDICATES LUGATIO�I HI6F1 I M16H I I I SCHEDULE ON THI5 SHEET. 1 I I I I I INDICATES LEDGER. SEE OF L4x4xl/4 STEEL I I I I L IANGLE BRACE PER ( 6 I SCHEDULE ON THIS SHEET. I I ( 5 I ( 4) EQUAL SPACES I SDL SCHEDULE ON THIS 5HF-ET. '? (4) EQUAL SPACES 1 - INDICATES SNOW DRIFT LOAD TYPE. SEE (3) EQUAL SPACES (4) EQUAL SPACES (4) EQUAL SPACES (4) EQUAL SPACE g p ( x � 21'-10" 11'-4" Z5'-10" 25'-4" 25'-4" 25'-4.. I-I/2" DEEP STEEL DECK PER PLAN - TYP. I 85'-4" ( 1 ATTACH PER 6.5.K NOTE, 1, STRUCTURAL STEEL ROOF JOISTS ARE TO BE DES16NED FOR THE 1.5 2.5 2.9 4 5 6 7 8 TOTAL LOAD (P.L.F) 4 LIVE LOAD (P.L.F) SHOWN, E6. 52 LH (TL/LL) ANY APPLICABLE MEGH'L LOADS SHOM ON DRAWINGS. (VERIFY WITH MECHANICAL) 2. EXTRA CONCENTRATED LOADS ON ROOF J015T5 ARE INDICATED A-5 �-M KIPS ROOF ER-AMIN& LAN 5. REFER TO MECHANICAL DRAwING6 FOR EXACT LOCATION AND WALE, 1/ ■ 1'-0 3 WEI6N i" OF ALL MECHANICAL UNITS. 4. STEEL J015T'S TOP CHORD AND 13EARIN�S SEAT SHALL BE DE5*I::=D Q FOR 5.OK AXIAL TENSION OR COMPRESSION LOAD DUE TO WIND OR SEISMIC. LOAD COMBINATIONS PER 5. STEEL JOIST BEARING SHALL BE 5" HIGH TYP!GAL.. SET 12 - 24r - 07 CONSTRUCTION JOB NUMBER: SHEET TIRE: SLEET NUMOM- NO. wh SU C T U" DISCLAIMER: ROOF / MEZZANINE 1 PLAN CHECK CORRECTIONS 10,"15/07 IL PRQF�C` THIS DRAWING IS AN A07042 FLAMING PLANS �• I N�► � ® INSTRUMENT OF SERVICE AND PLAN CHECK CORRECTIONS / PROJECT MANAGER: 12/05 07 yb+o ' 2 ' THE PROPERTY OF AMERICA'S 8th PARKWAY HRA ~ �` 12/24/07 TIRE COMPANY AND SHALL 9 9 W 6 ARA/ ' STRUCTION SET �I f>l�llnl nIfGNUt,Illi. ! \ 3 CONSTRUCTION REMAIN THEIR PROPERTY. E N G I N E E R I N G THE USE OF THIS DRAW114G TI G A R D, OR DRAWN BY: J o 4876 SW&M Mw I 1 uft 3991 ammion,OR 191005 .�. Gly w •�► SHALL BE RESTRICTED TO CI.0/EMO W3.620.3030 Mw.I ew Mffin fft I W".@"V.amn 7 17 ��' I R THE ORIGINAL SITE FOR FNo. Aaz ��D R. AFS' WHICH IT WAS PREPARED. DAT EXPRESSLOYNUMITED THEREOF TO IS I 8117107 EXPIRES: 12 3 007 SUCH. I _ ,+>*MI!'=wrMMNA""" MNMM�+t�'�`. ,,. ,,"..; i, ,;.;; "•- r':• °'�'' _ ,_ .. __ _- "_ - " - _- -„ .. _ [�.,..«.._.__ u>kn«sa.r • . f .-. .. N VIC" _. - � ...... T � 1r� t � rI 1rr1r1 -1rrl � r � rrlrr � � i r111 r.�,? {. , j r r �r 1 �'� `1 rj` 2 j j ' �1 1 411�r 1 [Tr�'� T'�'j 12 121 Y yy .�iV c- t m ��u a llll �u 1WIl.UI lcu�l�l � u uulllu ullu >� l lllu lllllllll 1ll1j11Jl�li._ __. !�„�I lllllll�. ,: , � •'('. •_ ai K/4mwtYiu:Y�Cw.ul�!p...r. ., � • II rf' - r Y YA, , �'. � � .. .. .. _ .... .- ._. _- .. . <. -. _- -.... ..:. ,a101..W"eyel.'• .' w:::4••..r-... _ - 1._..r ..- - - - . . . va 1. a ••"'i. _ -_ . - ..... ....1 tY'r+Y.Abexn•'i",-.ur+>i..-..3ix.YL' -. ..M►-r, .:L. . mn .... ...tt 'I�F+M'xr w.... ......r:...... . +w +i 1 _... .. .... .. _ •.•e .., .. -vw . +s✓rw•=+'!.de^:M.w.wct:A.lYf*rl.,i . ..u. ... ..,..r. » - .. ...,. ..+ ws!vdi'li.� .. - 3,4... ..."naes.,,..,rro.u +Y....x...awti"s .- ....-:wu......»,.-.»._:.:-.•-.".w'v..w- .v.....,. .w..rrr....mu.*.+r"w+:r..we.:.. .a - -.., _ ..,_.,. ._.- ,.Y... . s .-moi__.. -...r... ^.. ul[a s.... c -, ...«..n .....'.T.:..wn!A+e•+11..:'+...-a.+rr-v....». .. ..2 ':.: __.._....n•1wc.Y'-X.'^v..'+: .. ... pL. ,} j:,w+nw' ^. ..l:rtn�.e't:p..+•t :ei+awlY?"w... a.iw+ rFR ` .. a,..f .. .., a .. 9' f i I J I, fL;yk • 1 t t -8• MASONIY NIAI.L rev 055 • 6' G.G. 1' 5 0LID &PLOVT (2) rS E1016e BARS t � - (� OI Flt= DRLK AINA C BAFILL F'e!R 660TEG0 REPORT NOTMI O MA50NRY WAIL BEYOND. ,p .,w W/F1LT'Oe PAt!lRICAC Ar+M/tll�.T O O O PM TYPICAL LL0511RE POUR I CONCRETE SLAB OI: ',,DE. �_Gtn PER TYPlGA DLTAIL. O CONC 717 5LAB rft-RE T IN PLACJ; 0V ° Z;.,� O MA-'<*Nt ..•'U - 6AOUT I OLCr/AQJ Q w V. ? 40 e 08 OL. :t�eT. AT KALL Pfd'!= / SOLID BF.LOI^I bRADE. I I O 5L 51fD GRADE OR GOIiGRET'c 5AYiGUT - I/D" WIDE X I/•1 � n SL.A15 THICAM55 IN DEPTH - I SI.Ad A5 oGC +RS. ® I�Iw51E1) 6FcADE. 2 M I �• . • L2'OL.Q.tal�r� / v �� GONGREIC 5L A3 ON 6RADt. i '4 5° MINIMUM GowAtm COVER I ( �} SOLiD GROUTED MAS TRY / GJT SHALL BE MADE 50ON GLIt ^"'�'��•.�-�' MAlOPJtY Y'IhI,L K(rd• Q' nt. �/ ® DOrEL5 TO MvRTGH AND LAP -Y I I AROUN:✓ ALL 51131 DCi°OYV I I 501-1 MALL AND GA50NIt E EN0(6H TO PftVF T 5HRINKA6E 4 65+ 46'O.G. HMZ. NOUP VERT. WALL REINFORLIN6 1/4 I 6RADE. I I STEMFOaMA ruin+REIN MTECINS CR p G SP�LLI�N6 of N 04 • 11-01 o,G. PER 6.5)t -ALTERNATETHE •4• Ib- o.G---. // HORIZ. •TA•ePJtc�i FooT!N6. ,-� GONGtIiErE FO�OT!Nb. - I I ON&RADE, -- - —�---/.�--�--��—� CONCRETE YMMLE SAMN6. WORK CONTINUOUS mom BEYOND. DOPILS To MATGM VM-W.A6 l U b ! /r © BASE ►+I A11 OVQt I I/1' d I TOOLQ3 Et)SEUMURETE AAT OwEMIN6 K*T d1E AC4401 P ISHM WITHIN MULL IREINF. - ALTLRNATe ! lJ DiZ'fPAt:K. ( o o �4 HOURS Of GONGIRETE u CONTINUOUS IN d' DEQ ! GOfar. 'i" -- � �• I / I ( � b DF!'RE85 5T>�t WAIT tl' PLAC�EMl1wfT. 'SLAG 04• O` O.G,F--- i �FILTZR FADRIG QrROUTrD dUV�SEAM TId. 1 8 I / { CONCRETE SLAD ON GRADE. 5 MIN. 03 GONTINISIO KE't' -5W TYPICAL � •) b ® ! EXPANSION MATERIAL. � I I l l KEYIN CONURETE DETAIL. / I I ® ANCHOR dJLTS MYTH ,.� � O �4 [10Wi5 AT 14' O.G. � SAW GUT ,x�INT 63 C"A'w. • 1'-0' O.G. DRAW ROCK W/ FILTER FABRIC Q ----- D01a0L.E NIlr5. (LON•ITLDINA.1 AND b• DIA. PERP. PIPE. O IMV Z CGROUT HOLE I I \\ I I _ I I O (1) 04 CONTINJOU5 IN W D(LP T _ _ Z • t° i 112 ' �� Y ® r4 AT�4'OL. _——— bROUT137 BGND BEAM T1d. (r / Y ° O�:`ef=; NOT SHOMIN POR CLARITY. ! /'` I I '4 — O NTHH LOET O9ATE --'- _ T Bet ARCH DRAMYNi. I U so cow. NOTES �/-�� �• TYPE N It '1 CO/M.AEtE STEM WALL WITH 0 !I'-O' 'w -II' SAW!REINFORCING MAY BE ■ __ J 1CtY IgSpltPRL°D Y�!!tJ' &-AS )T 5'-O' - !'�D' 4'-0' 1'-4• 1 5 USM AT THE CONTRACiTORS Lb C41 + b NOTE:TH NOTzt __ �19 rL.AGm APT■.!e OtAGKI'tLL '-O• - -0' S,♦. �,-0• n OPTION. n b NFORLI MAYIK KI=YED JOINTS NEED ONLY (]) 45 CONT. r r /—\✓� • • • Q 4 US T THI!CO ORAD r!7RS ON. 12« b« b" 12 OCZM API K.Et I 1JNI L`:S6 —� SPECIFICALLY NOTED ON THE PLANS. 'TOOL MET JOINT', 'ZIP STRIP',ETC. SHALL 4 KEYED JOINT �iATGH 5AWGUT REWIR&TIT'5. 113 1 i 0 107 1 I�4 �,: , •:,: , l0i DE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO 'SCALE NOT TO 50ALE (2)w cowr. �' it • e.• NOTES © (1)44 CONTIW-115 AT 12' o.(-. ►.� n� ISL -� r� CONCRETE SLAB ON SKAGK •� fo b �--MtM DRAINA&E BACK FILL Q GONCRFTT: SLA$ON GRADE. I `� TOCJLPA EDGE. I k•:t50�RY rULL. O rFiDED YWIRE FABRIC 05 - •o�o;�TOq1. 4 Rte liEO PA REPORT PER PLAN. 2 FINISHED GRADE OR r,ONGRETE i1a�e a.c� IW PILTCR wAO1ttGC IhfAINSY I 0 GO VL5 TO MATCH AND LAP '�',aa pv SLOPE eAm 4 V�_RTICAL MULL REINFORCING O ACO DRAIN OR SIMILAR � 3 O SLAB� OC Jt5. oj4•c�b�` / ( •� s•CAST 7N MACE IOV PER 6.5N. - ILTERNATE a ,4 FINISFED GRADE OR GONGRCTE 45• 12'OL. VERT. BFNC75. ® 1J) �LONTINUGlS. � (!)64 CONT,EACH SIDE Of DRAIN. . COLD Jo1NT. b (��GO!lTINUAIS _f •4. 11-01 O.C. ON -1 04 AT 180 04 I L WORIzONTA_ ® x°� 6RADlC• SLAB /''•4• 6' O.G.f—" (T'RANSVCRSF) PILTNR FADRIC 4 2 —�- �— 2 n • S:OtT. • 1'-0. O.G. t1.ON61TUDttiAL i DRAIN ROCK OV FILTM FAFMIC • . AND•• DIA.PGR!'.PIPE. . � o Q — p O \ O 4 NOTE, ADDITIONAL ;n A CONT. I s _ SEE MC44t �• a' — -- - I i 4« MIN IY�R DRAWINQrs 12' 2-011-O� MI V r 111 108 105 102 � � NOT TO SCALE NOT TO '.f &E NOT TO SCALE NOT TO SCALE 6' MASONRY WA_L W•s a e"o.G. MASONRY WALL. (7I 05 EDGE DAft !IQlESi NO¢.� O SL.Ad Oc<Am. y, FREE DRAINASt a°3AGK FILL U 16- MASONRY PIED �J N55 VE'RTIGAS FULL HEI6HT EACH ® (1)6R 5 C4WRIO11,15 IN BOND BEAM" rAmp TI .° PER GeO ETCH REPORT 50LID 6ROUT FULL HEI6HT. CELL. W/PILTI:R FAbmc.K A`AINST O FINI5HED 6RADL ')R CONCRETE O C.ONTIRE KALL - P#M OCCURS AT '06A s} GOY'Fl5 TO MATCH AND LAP SLOPC GUT VERTICAL KALL REINFORCING Q w ,' q STcIP HORIZONTAL. SLAB MIME OCCURS O R PLAN PER 6.5.N. - AL- RRNATE f w' ', � O•GA&T IN PL/ZC KA' '/4" ZOAR AT CONTROL"1 JOINT ® TYMGAL T115• 5'OL.Pd.L HINOW. Q BI ZAK 01►T�LL S AS SHOMO� BENIM. 40 So 60 04.VEtT.b 1«�040 2.04.ELS5401110 T I` ® CONCIREM FOOTINS MR PLAN. 0.9 TIES AT 0'OL. SEE 101 FOR LOCATIONS I O ��TE SLAB ON 6RADE. KALL 0 I I/O• I I/O' /--•4• I'-O. OG. JJ GONCW(E SLAB ON 6RADE. „ �5 (:� 05 IN C'BOIL MAM AT 46'O.G. 5 ® GONGRM FOOTING, It / HORIZ. •STAb6CRED / / all -O J5 •4• Ia^ o.c-�` ; RETAu��r1ALL © I EXPANSION MATERIAL b �(y� v'ERTIGAL EACH END OF PIER t'�h f — O LM LEN6n+PER bS.N. I-EXPANSION MATMA-. I IN/Z°DIA. 6ROUT HOLE �• -- •4 • 8' O.G.f`---- ` 2 ' GONc.- �J q4 AT Z4'OL. (� J �PILTi�;FABRIC �J •3 GOVT. • I'-O' 7 G. — q • (LON61T11DINALJ DRAIN ROCK VV FILTt_R PADRIc b 3 r a AND 6' DIA. PERF. PIPE. Q a • Ub,• • Baa. 2 f�� NOTEC 4 • ` U ' AT c:a"ACTOR'S OPTION, ADDITIONAL � — use U*cj t�z STE"KALL A cONT. I I_d2 WA.,L TYPE H L t ry -- 1 G \ Y o'-O" - 9'-O- �'-�6- O'-II" NUTS �� 4 I WITH SAME REINFt:IRGINb. TI I L_-_ __ 5 P'LAGEDKEY FTER ..oWK I It �'-0' - s'-O° 4'-7• t'-�S' 'SAME REIWORGI MACOCOWTE STEM KALL Y1N S'-0' - T-0' S'-!!' T'-0' (OJ +5 GCx/T. � I �__ CONT THE GONTR/1GTORs'! ---#ii •L• I MATCM C4W-442'M CONTROL JOINT'A Q I ,E �pUNDATION PLAN -- WITH MASoNeY CONTROL JOIPTT6 --FOR SIZE 4 REINFOR..GINb '.yG'. ARCH. DRAWINbb. •^— ire< tr-.:. ;i,u , .., , 1 1 2 10g 1 U6 103 ' x. µ I NOT TO SCALE NOT TO SCALE NOT TO SCALF NOT To SCALE 106 ---CONSTRUCTION SET 12 - 24 - 07 N0. _ RYgIQN MIT � T-- DISCLAIMER: -----. — — _ JOB NUMBER: SST TIRE MEET t1U1�FL ! PLAN CHECK CORRECTIONS _ 10/15/07 � to PR(��C � PLAN CHECK CORRECTIONS THIS DRAWING IS AN A07042 FOUNDATION L�ETI11L5 12/05/07 5�+caw I MAP / ' ® INSTRUMENT OF SERVICE AND 3 CONSTRUCTION SET 12/24, 07 AALowmawn.!"�• a 12 2 THE PROPERTY OF TRE COMPANY AND AMERICA'S g 9 W 68th PARKWAY PROJECT MANAGER: / , ARA/HRA REMAIN THEIR PROPERTY. E N G I N E E R I N G THE USE OF THIS DRAWING TI C A R D O R DRAWN BY: 4675 sw&WAh Drlw I Bad"3M 1 sy.rtx�,OR 191M ti G� .� SHALL BE RESTRICTED TO r o 503.620 3030 W. 603.620.6636 Pn,I www.omWq.com Y N IP,,a.�N, „�1z '* tT �►�' R E ) THE ORIGINAL SITE FOR CLC/EMO ��D p, O►�G WHICH IT WAS PREPARED, i PUBLICATION THEREOF' IS DATE EXPIRE6: 12/39/07 — r'-- SUPRIESSLY LIMITED TO 8117/07 �� r r , ` '- ;:... +-., •_.._ --A:'JJr►,.. ''. -.. _ _ n ,-.. •_. '.`�, ���� .,. _. .. y� � MR:o .7Mrr.«w�W.{r•.,. ""WAS'. ...•.•.w...,..,. �31 z• .,. _. �Ir(I�I 1TI�,� Tljlrt r�t�� fi�I �IIrIr Il►11� TJI I�rjr�r1�ll ri, , � I ! I f ! I I I. P �t ijt j1'rj 1jt Tj1Tjr �I1 -� t 2 L_. 4.I !� ' I 18 ' 9 l ( �io Ill 1 ► �i2 No.3s Ole r i YN.rby I ... 5: ((S�IG`` IG Z IiJ ` IG Z�, ot 8 R11111111J1111�11U III llll� IIIJI� ul� 11�Wl lllllll�l lllllllll , • - w.xww..r■rw.«w«rrr«b ,.r...n++.•-... s...<r.xww.:x..s+•+u.n.�rw.r.., .4.. a.t-...c......,.-w.vvc:r•..,^::..t.-*r .t- ...2 +m. ti 1 ., .. ._ ...r ....n,....w..:. •ec••._, .. .. .*. ,. _, .. -_.,. . .c- . _ n,,..rrr_w,u.ca9..-.Mit_h.:.C.x.,»........-.-os- .. ..• .,` - .. Mr+xW..� 'M•W. "�CRIIr. �.4a _. ,.,.. a.r_.i c-. «.. .•...,,.... ....,. ..• +. ....,...,..... .. • ,. .. .___,. ._ ....r ,. .. „uCCM,•!•�+�!.s+n.+. . ti�N•�� c'-' .. .- _ ..lamr - - - u.a_,.,.,.,W.y.,,,,,.-.... .. ,.,:.,. ,..• ac b•otadr:.,*',:AKmh�.�M,�r .u:�.r;rb..+..,..:.. - ...'y,� f ,. N Iii..•. 46 4 r` s r ��=--- X1/4 1 1/2` 1 I/2" 1 STEEL BEIM -FOR CLARITY MASONRY NOT SMO'PI. 5ro'STtS SHEAR PLATE - S USE G WRAP WITH MASTIC ".STM SHEAR �I MASONRY MALL 1I PLATE)*EIRE •D" • Z. DOHLD SEAM PEN 6SN. 1� O BOND BEAM PER 66K - OR 6REATER.RA 51=TYM AND NLIMOER 11 � MASONR'Y YiAll. � 1 O of DOLT'S,,SEE TYPICALO STEEL DELK. j�� � GOMINWI/�LEDGER AN6lE. O A II 1 DOl-T Schep". O STEEL JOIST. / :02 STEEL DECK -FOR DIRECTION Q CONTINUOUS DAR IN a x _{� n,D,yre�r To JAMB. 4 'D° LESSER of BEAIa ® sTEEi Bw�c;E - LOCATE 1 3/Ib 3 _j I Der"As OGC.1� . _ Q� WJ:9 L REDAR TO EACH SIDE PER PI.,MC! � �r-� /10'` '� OF MLD. - TYPICAL (� I �I BEAM PER PLAN. - ---- STEEL PLATE 9/a'x�• x�• ` 5 A GOIfCVV.I - 0 STEEL PLATE 4'x4'xl/4'. I `5y-\, WITH(2)- 5/4'DIA.ANC.MORS r l © OF�b A,Ob FiJLL L@KTH STNTDlIR PLATES WHOL O DRAGE PER DETAIL 206 OF Y�AJ.L b DE516IV JDIST 1'O RESIST -- A7 24'O.C.O -6ROl►T MIWhIJFI (� v IRB(iJNRED. UPLIFT FROM ANSLZ BRACES- Q /4'STTFPEHlR PLATE Irl 4' ABOVE.10_ SVD�iOW Nif.IiORS. f21 -a!4'17iA AIlTQMIATIG _- I — -/-�-/✓ •-/✓° -� / / ... SEE DETAIi. ZOa. WELD DECK. EACH SIDE CIP DEAH. ON REAM 6AM --vtLVcp !TIGHTEN ��STW5 _ L, ANILE. " 1 b !�4,cv4 STEEL e�.oGlclr� KITS I'INSMT16MT. 5116 L FOR ONE JOIST DAY. 4 - 8 / O I-1/Z'LONG SL.O1TtaD HOL m. l - I / 1 O STEEL.PLATE�'x(+'xl/4'. 1 1 " 1 5 2 Q STEEL BEAM. _ A A -� NOTEI I1 � 3/Ib�� — / Sym DIEAMN&PLATE a/aSc'1'1fT' AT ONE SIDED GOMIGTWA5, �q W(Z)-5/4'DIA ANGI M AT 5'O.C. INSTALL aro'STI TSM PLATE `C - \ � \ I O OVER IN./-DRYPALK OPPos".SHEAR PLATE, 3 J \ 3116 \ I I (2)8e xLX_6'LONG MMR PM AWMV — LLJ II // ANCNOR BOLTS IN a'DEEP X W-W LONi V \ 3 4 611111OUTED BOND BEAM. 5 213 210 207 204 201 ,yA �+ NOT TO SCALL NOT25i NOT TO SCALE NOT TO SCALE NOT TO 50ALE NOT TO SCALE OWRAP m/I/4'THICK r b'LONG MASTIC. O (Z)115 C '-8'LONG INR PIKS ARGUW ANCAIOR BOLTS IN a'DEE"x 4'-O' Lao 6ROUR'D 5cm W- M OR (2)r'!5'MOOR AT 5'-4'PO" NMI OI MASOIti NRY M.L 4 AR40I1117 ANCHOR BOLTS IN a" 5116 SOLID 6ROim BONS W-AM. O MASONRY YIALI. � � 1�1 5 \ � O BOW GONnNu 4' FROM O MASONRY WAIL � � `J l� MJS()HlRY' WALL. DOND 19FJ,M TO 4' AJ9CNE OBOND BEAM PER 65N. � �J � O MASOIRY WAl•L. � l `J RDOF LI:�. I 4 •5 DOIELS x 24'/"BEAM EPOS I6ROIfl"SOLID. O 05 D PEEKED 24' 3 BE- DETAIL 20a. I ® 'STM OEM. I -02 (Z) IN O" DEQ CONT.6ROUTl9 LAR _ 5 Y�O►a BEAM FBQ 65N. SOHO BEAM. CONT. 2'-0• MIN. TO JOIST/ ® V2' x S' x IZ'S�1 DE/WN6 / g n �:>=w(2)•5 A-10., ..I'-b' 3116 3 4 CONT.DAR IN<.3.L ADJAC.ENr TO JAtME.. `4 (Z1 03 X W-6- LONG IN a' PAST LAST BRACE. g/Ib 3 4 • 6'O.C. OVER I ./- MPAGK. O GGwTINU0I/5 LEDbi" ANGLE. DEET'X 4'-0• LONG 6RWEDDOW BEAM - - STEEL DECK-I A DIRF:, ")K . STEEL I_INT><L PER PLAN. 4 I' ,/- pRYPAc;i: ® BOND OEM MR b.sx SEE FLAK 5 CONT h_aIS LLD6ER ANGLE. Ob 4 M/l'�OIRY WALT BEYOND. GOKfiN0003 STEEL L2VMK � © 57�.PLATE'DI x N x 4' I-V2'LONG HORIZONTAL_L"SLOTTED —� / O O - O - MOLES EACH SIDE OF rceA b (2)-5/4'DIA. AUTOMATIC 5 2 5 STEEL.A &-E -b' x 3-1/2' 3 O STEEL DECK. AT 92'OL. 4'D6ROUT MI AHK O / / WELDED THREADED STUDS I' O x We x be LON6►r/(2) 1/2' DIA. b _ STEEL BEJ1h1. _- ON BEAM 6A6E(n6FfR!d SII ANCHORS AT b'GL. 4 ADOVE AND DEJ.OMI ANGHIORS. O A.T'FMRL O S7ffi JOIST. 5 c � q ala•x7`x 11'STffi EtAftlNb NUTS FINMIRT16HT).I - © (I)5/4' DI -BOLT. 1 CL R ,/ O PLATE WITH 610MA.SED BE PA 6 b GLR. O 1-1/1'LONG SLOTTO7 6 NOTE] COORDINATE HEI6HT - / KWACE AND 2-9/4'DIA, 5/I6 2TO 1112crive STUJr3 O STEEL ANGLE BRACE-LOCATE /PER PLANS. POR JOIST INSINSTALLATIONb PO"ZT MV JOIST CWT01t 3 ANGKXR BOLTS AT r OL. @MAibOIRY G.J.Y+OM Si1t7r'fL ON PLANS. � 4 D 511=1.8EMIN6 PLATE 9Ja04'xl'-O' (q ® VERTICALREINFORGINb PER MAIL 10, �-yy4'DIA AUTOMATIC W(W 63 AV#xl'-#'AT be 74. Q 3 q �/1DCD ST1D5 ON BEAM NRE /'�j OVCR 1' -DRYPAM O 68 IN a'MIN.BOND AM. 5" ,00 @> 4 - b / r// �a1 5/4'DIA.x b'L.ON6 AUTOMATIC MIN. 5 J WELDED FIADED sTWs AT Z4.OL. g/Ib xlitl MIN / 9 5/I6 MIN. 4 i 202 214 211 208 205 ; 4 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE D S NOT TO SCALE OSTEEL JOIST. O1/2' x b' x !2'STEEL BEAR NS PILATE m/ 05 0 or- (OVEIR I" /- RYPACK. 7 SEE NO E ?. "" ICENTtQI.INE of GOLi1MH. I MASONRY GuraTROL JOINT �9/Ib I MASONRY M L 3�6 O WHERE show+ON PLAN. 3116 3 DOH-BEAM PER 6 5x �� 9116 3 O OF DECX�Sri F DIRECTION 6ROIrT SOUL. . n O ST17L LINTEL. % �/ �% � O M/�StN�tY 1"LALL. n MIS %Y PV LL. / O AT EACH FLAT E. g SJa'x b'x 12'STM,BEAKINb • r / � r% �� 9 5/6"STIFFENER.PLATE EACH /� r � `..J STEEL LINTEL. O BREAK OUT FACE SHELL AND ® STEEL PLATE 9/0' x b'x D' 5/Ib o e OL (OVLlR I *//-6DIl'YF'ACK. // '// / r q I GROUT SOLID. rO� I' +/- RYPACK-LOCATE . SIDE of �. i / �4 5ro•xbxb 5Tt.3 GAP PLATE- 3116 2 b / 4 ® BOND BEAM PER 65N. ® (2)5/5-VIA AUTOMATIC ��, CENTER CN C XIkI L. 06I PLAT>� AT 12'OC 1YPIGAL.TIES,(�AT TOP G011TINlWS sTEB LED6tt9Q PER PL1w 3 � &AEI10ED STWS /� / O (KLM DIA tI RZAADED 5T1A5 AROl11LD ANGIiOR DOLT'S. b 3 OS ./ � g , (2,+�A,Ob �'-- � ® (2)rb IN Gt�NT1NWU5 t3oND BEAM. / -CONNECT PER DETAIL 216. ,� O OS D/a5cSx5 STEEL GAP PLATE. ON BEAM GAGE. SHEAR 05 4 t GONtaeleTE OVER SLB.DECK PER PLAN I I/4" '4 b STEEL GOl.LMM. `J STEEL COLUMN. ���dl �SOLID I.HE16Mr. � O COW051TE STEEL JOIST PER PLML 5 "1' " S460 O R PLATE. 5 6 / `'- O ►'t<.D(s)SIDES-TYPICAL. 5 / O NOM COORDINATE HEIGHT �$ MASONRY WAIL ® AT 4a'OL. Wj t s2'Of, ftl.'A 1 W JOIST JJIECTOR I 1 ® (1)05 IN a'MIN BOND W-+.M. i I kR,JOIST II STAL1,ATION I I 1 9/4 I 1 O 5/4'DIA.x a'LONG AUTOMATIC " -1 5 WELDED HEADED 97"AT 24 OL. - MIN. \ 5 1 1 9116 NOTEI 5/I6 1 1 4 5/I6Snvs o BOTT MIN. '--� 1/4 j w�\ FLAMBE MAY BE LIS DOM i ---L-,— I IN LIEU OF BOLTS. 1 I 1/4 I - SEE CETAJL 242 FOR FLAK Q b i C 1 I I ........ ..... ,q I X15 212 209 206 203 a � NOT TO NOT TO i4ALE NOT TO SCALE NOT TO SC.A.E NOT TO SCALE _ NSET 12 - 24 - 07 _ COI� ST �tIJCT � � DISCLAIMER ' JOH NUMBER: — �� Tr11.E: SHEET MWM No. I DATE C T FKAMIN6.9 DETAILS 1 PLAN CHECK CORRECTIONS 10/15/07 si p PRAT . THIS DRAWING IS AN A07U42 - CK CORRECTIONS 12/05/07 �� �►1 1 R EWIF p i THE INSTRUMENT ROP6TY OF AMERICA'S PROJECT MANAGER: PLAN CHECK �� �► 1 ,2 2 TIRE COMPANY AND SHALL 99 W & 68th PARKWAY ARA/HRA } CONSTR ICTIO!J SET _ 12/24/07 REMAIN THEIR PROPERTY. E N G I N E E R I N G THE USE OF THIS DRAWINGDRAWN BY: \ ee7e sw c�rrlrn DMI sur.Doo I Now",OR I•�aoa ,�► Gtr r s, SHALL BE RE-�TRICTED TO TI G A R D, OR CLC/EMO 509.520,30 IM,IlA.U&NU toIwww.80W-c m ( TIRE THE ORIGINAL SITE FOR pmom W. mw '�!� R. A�G� WHICH IT WAS PREPARED. DATE- PUBLICATION THEREOF IS EXPRESSLY LIMITED TO 8/17/07 EXPIRES: 12/31/07 SUCH. , (f TTTTrr rl T' rTl r ( T1111►Illlillllfrlll 1r11 ; III1T1111 ( IIIIf1T�11,111, T 11' ��TIT 1 �'` 1I [ 1 1� i ( r � tI1 � � � � � � 11 � 1r � � 1 11 � � � 11 � l1l .� � l1 3 14 �� 1p 11 X12, NO.N O.11w 01.1"cT h� hOw. Mq wom 8 I I I �IIII�' I 1►11111 � liu1�1 Illlfll' I! 111111111 1111111 U1111111 1111111 �11J1111 111111111 111111 lllllllll�111l111 uuluu► , :� �:.; 111U1u1 11I1Llll lllu�.�wJ1111ll�J1�. ..r wwe+rnw a•,,.wIJM cu..aran v..,.: .. ...v....-._ ........w+w ...•,,........-w-.+✓s...:.e,.:►-yWls.n.".ill..s.w....r.�MW.+.W'6.us....wr. r"ws:::was7lmNi+:wr+ea.,,M�l.'+r...... .. - ;-: ...:. .r Lu. ._ .:.. .. .... -rw .. V' ...w... .. .- a ,i,: ...... ... ... - _+v.. ._ .. .. c -. .. cus...w. .:i Tt-."Eu z 34� 1,. h Nam; 1 1/4 -- GI 111 �O 1/1• x x 12' STEEL BEARING PLATE n/(2)65 All xi'-6' NOTES; I 1 5A6 5 GEE NOTE T t 1" ./-DRYPAGK Imo) D�OSM MASONRY WAIL. OGO►'JTIN" STEEL O STEEL JOIST. l� OSTEEL BEAM. ATrAC+f ENT U3 BOND SIAM FM 63x � ANGLE PER 211. 3 6 Ft�e 5/Ib 2 � Y WALL 3O STEEL DELK. IO '.MASONRY WALL.. V O BOTTOM OF ROC`!` PECK 5�?I / ® BOND PiEAM PER 6.5N. O eoNJu BEAM PBZ 6511. \J �.avArloN. 5 deeAlc our FAc�� L AND I I � O �• � 5 O BEAM POCKET, 6ROUr SOLID. 5 I 0 I ® STEEL STUD WALL F'ER 3 O s/a' x b' x IZ STEEL BEARING 5/Ib� 3 I O GONTINJOUs LEDbE34 ANGLE. 1/4 vI I ARGH'L. KATE n/(2)+B IK'!O6 xl'-b" TYPICAL TIES,Cl) AT TOP ® WHITINUOl1S STEEL STUD -- • 0'OG.OVEMt I• ./-DRYPAUC. (D- C 4 GONGYiLTE OVER STffL DtGIC. WALL. L- �7 MGIJfO DOLT�J. _ / �s/ ._ `'! V O ��M06 TRACK wi' I/2' OLA. x S' b) STA6sE+eED STEEL JOIST —_ � - 5 STEEL DECK - FOR DIRECTION .,�--�,—/�--�— ALofis AN310N BOLTS T 240 04. \ FER FLJ111 '4 9tW-A-5� 8 — FLATE 1/2X0 - - - -- - - 1 PROVIDE POGKJ;T AT JOIST — C O FOR S.22 TAIL 20 b ►5w�2)5/4 VIA.xi nc IORS 3 FIOiUCTS,AT TOP OF MViLL. $ ` �AT 4. ANG110R'J- r J IJJ J JJJJJJ 1°uDDL �_ /3 I 1• , 3Lj b ,� UrELD6 Z I/4 2-12 ,J • b S/Ib MIM. 5/16 STEEL STUD WALL BEYOND NOT 5HOM FnR CLARITY - I TYPIr.AL ATTAGF*4V4T TO GHAhTiEL. b QI ?.28 225 222 219 216 �.� NOT TO SCALE NOT TO SCALE NOTES NOT TO SCALE NOT TO SCALE NOT TO SCALE Nam, ID STEEL BEAM. OI w24xe5►wDe FLANi UMA'IONItt WALL O L5x6xli4 STEEL ANGI.lE BRAGS 3 PLATES/I'lxlxT SUIS SEARING STEEL JOIST. 1�1 X -�® g -, PLATE WITH 6RG1SE0 BEARINS STEEL JOIST. SURI'AGC 4 (2) '9/4' DIA. ANGIi.0R6 _ _ ®� U 1/4'x4'x4' STEEL PLATE O 00MIll STEEL DECK / ANCHORS AT 4' O.G. �'� �� 5/16 1 w/ GOtICRJ'TE TOPPING 2J STEEL ANGLE -'3' x 5-1/2' x 5/6' 1� ® NOTGF�ED WF AS REOVIIII �� ��` � WELD - STEEL PLATE TO STEEL PER PLAN - ATTACH TO BEAM AND STf3EL ANISES TO � JOIST PER O.S.N. �\ 3O STEEL ANGLE BRACE - LOCATE O p1,�,gO�Y yryl. REINF.FM FLAN I 4T7•EL PLATE 1 V STEEL CHANNEL FER PIAN. �� _ \ Z O O PER FLANS. l� I �" ` I 4 Q) -5/4' DIA. THgJ BOLT. O VBt1lGAL REINFORCING FULL `� 0!5 HF116HT. C Dn1!KLINE I ; ` I/ _ O 0x9x1/4' ANGLE. �\ \J STEEL DECK- ATTACH Ill 65x 3 BREAK OVT FADE SHELLS AND --,�--�—✓�`--� ,' `J \• 4 �--� 6ROUT SOLID Ill FE16W C494TERLINE TMP��.`4 ��� 3/16 ------------_ ® 12 CONTOSITIr JOIST. �\\ U UK MC.DIN6 SLU6 AS RaMJIRED. � OF WILL. - - - `•� \ ODE��LlT���� T URIPT 5 40 W•'SOIRY LINTS... G l END MASONRY UNITS. i i ( Z ` '/Ib I -- - - DOI"ELS IN 611101 COAD BEAM TO N�ATGH AW)LAP 5 /I6 �-� 2 �\ LINTEL RGNFORGI'1b PER 3n 3 4 � O � �\\ OAK -24'x24•r�K lbDv Ab ReauReD). 3 wr. 4 I 4 I NMI -1 '• b. FOR CLARITY, STEEL -- NOT DETAIL 214 FOR D'EGK OMITTED. FOR CD ADDITIONAL INFO. ADDITIONAL IM'ORMATION, SEE PLAN AND G.S.N. low � 229 223 220 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NMI 4J3' 48' l� NJOUS (..EDGER ANGLE. I Z NOTES: GRID C2-) AL DECK IO STEEL DECK. MIASONRY FIER NOTES - - - - - - - - - - - - 0 BOLT CONNECTION ON PE1t DETAIL 206A. L WALL 9 O"'OSITE SIDE OF WALL. �4 BOF BEAM I'm 0919, O STEEL DOCK W/GONG.1'�PPIN6PLAN �3 bx•EL A (LLE) O BOND TEAM FER FSx S-EEL ANGLE. 1 O IFS' JOIST GAThALK°SLPPOR,T(STEEL x j ® ATrlk►�MLNT AT EACH a � Z 5i) IIISm � TIB �:J 4 I/4'CONT. ® (2) 05 IN D" BOND BEAM. 4 >"! BEAM FER 6 SN. i MASONRY WALL. 1/4 STM AN&I. /Z4 I i GATMIALK GRATING. © MASONRY WALL. i STEEL ANSI LEDOE'R CONTIN)OUS 5 1 � 3 2 SEE DETAIL FOR MOfiE � � STEEL WASN1Et�. F�I ® S,&U-7 Elim STEEL BEARING 3 © 4' x 4' x 'VI .x 4 FLATS O � r✓(21 9/4 DIA.x 4 LONG Cso I PLATE N(21'3/4'DIA.ANCHOR INFORMATION. - _ - WADED STUDS AT 4'-O'O.G. \11/2" DIA. ANCHOR BOLT W DOLT'S•4'of,. O CONTINUOUS STEEL ANGLE NITS TIGHTENED FINGER O9/4'DIA.xb•LONG AUTO! �� I 6x4x1/4' (LLV) - ATTACH TO TIGHT. -- -- - MdDED W-AM 91 AT 0'OL. CHANNEL PDETAIL 222. I ® DIA. EM" PLATE MTN TOP OF WALL. b -• - -- - - (V91114' eEODED q�b 11 @ 2 LONG SLOTTED HOLES. Q ANCHOR BOLTS SPACING 4 PER DETAIL 216 6 \ / ® STEEL GHANlL PER PLAN. a0 � s - - - - BOND BEAM MR G30 ob .S.N. I-In I—.. 5 �. Ir b TAIL eeYOND 2 DE - � b) A X SECTION 230 227 224 221 Jiii:f ii�f'r NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE _ - -- --- _ TI � 12 - 24 - 07conesTR � c ET o s NO. _ — DATE c T u it DISCLAIMER: JOB NUMBER: SHEET TML SHEET KIM CORRECTIONS 10/15/07 p FIROyc�C THIS DRAWING IS AN A07042 PLAN CHECK CO17 FRAMIPI6 OET/►IL3 PALANCHECK CORRECTIONS 12/05/07 g� +° I� / ' ® INSTRUMENT OF SERVICE AND 1 PROJECT MANAGER: CONSTRUCTION SET 12/24/07 / I ON Ile. � � � THE PROPERTY OF AMERICAS TIRE COMPANY AND SHALL 99 W 8c 68th PARKWAY ARA/HRA j ustK REMAIN THEIR PROPERTY. r E ll'i IN EER I N G THE USE OF T415 DRAWING TI G A R B OR DRAWN 9Y: "75 SW c rOh 0*m I e•�.3W I s ,mvil as I ems y o�y SHALL BE RESTRICTED TO CLC/EMO 5016M.aa+o r.I MAXIM*to 10".40"Wn •/ 17 ��' FT I R E ) THE ORIGINAL SITE FOR ► ��. '�►/� R. FFG WHICH R WAS PREPARED. PUBLICATION THEREOF IS DATE- PUBLICATION 12/31/0 EXPRESUCH SSLY LINKED TO 8/17/07 (`" 1._—CQ ,...n...nir.+Nrwr.+werMrwf .«-Ntn+ ,.W,:•+IA�s►w. .Nasi• .,"-,,.. ..:._.,..,.". ,» ,. rwewr;.,,",,,, rn".,.,,• e.... .o. _ — - -... "'_"�"`... ._._... . ._ ... .. .,1.. .. •�!�_ _ _ .. . ' • _ v, 1 2 0774 _.. .... III 1 I II I f 11 1T .11�1rf•rl T�1Tjtr{t1 1 I lTII I I�I � "b 1,12 r No.36 7 y' J � GigGri 11 • � f + t � `lllllllllll � I l lJll�lllllilllillll r � � � �' . �ulll 1 1 Uulu` l.�u 1 i l�ulilu ndlu tlulilll tu�l�l�l u�111` la�i liulil�uT��ul -y ; i -`r A yr �, , • � t711�KbMh a+. +-.., .. t. ..... ,,,ww4.., ..-'?.-7R*rb"klkt�y" .s . /+Mfwwn+rr,, •... .. ,. ..__.h-..^.,.,,... ........•....-- o-. s a„• ..-..R-- - ,;,lv^, ..,. ..._ •.,.....• eS. wu, .r-.. rw •�!-rc"�w..,.1,:w aw-.,+. .. •.,wie«-. ^c.--L^.. ,e..fG+ aaLW w.....c... .. .. .. ...... _ .. .r.. , .. .. ... .. .........rwr•-".w.wsarrw..•..ar w.....,.m.,, rw.s.:•.ewma :fin... z._.r...s........ rr.+.r..ar-. ..,. ., .5 IZ l I� H AP D' rul'H MASTIG. V STEEL. DEG•K WITH GONGRETI` TOPPING - O rrYeY (D STEEL UEGiG wITN ? (2) 06 FI,t..L LL"NQ1TH Of MALL FOR DIRECTION SEE C-01*:4 ETE TOPPING PLANS. 20bBOND BEAM PER O DOW REAM PW 6.9 N PER PLAN. ATTACH ?° STEEL 6iRATINS BY O AN6LE.)OtlS �f76ER BEAM FM DECK TO OOK FM JOIST G MASONRY WALL. Off• AN6I{.E DIRECTION SEE. PLANS. ? 7 0 40' O.G. �'FIFW BOLT AT GRID ® GONGRET7` OVER STICEL. OEGK y Rf3lRlt AT EACH SIDE c>P AP16li. - FOR 0IRE.GTION SEE PLANS, TYP. 4 O STEEL BEAM PR9!PL./W. O STA6dWt YE1DS. ® LED6M ANGLE IF ANY BY 9�I6 ® STS BEAM PM PLAN. NSS54x4x3/I6 TYP. (1) 5/4'DIA ALUOMATIG NEL.DED I &RATING MANUPAGTURI=Ri'c.. b b >c1�pEV STEEL. PLATE 1/4 STLD. Tld rVi NUT FINSMT16HT. 5 MASONRY PALL. - 0 • • lU?4x55 O V STEEL ANCILE E-'x 6"x9/6' ? /--,\ GOND BEAM PER 6514. I xW.#ORSTM`6ROUT44DMIN. ABOVE • 4 GONnKKXe f* SHOWN ON PLAN © 4 AND BEL.Ow ANCHORS - SPACE (;(bx8.2 TYP. (� 1 �/� EACH EP6E. AT 40 O.C. �! © STEEL PLATE V2"%S`)S'. MYTH 1 In' - ' Lohb SLC�TTED HOLES AT MY U= © LED&M ANSLE PER _ 2" ' ? STND6. PLAN. iA oc -�-i 19 A-16 ® *TWA. ■liWNS PLATE V2S4r�' O 1/40 •UOWT PLATE AT �- VYTH(y W4'DIA ANCHORS OVER 8 � _ �� S ATING LEDd t I"L DRITALIL ANGLE AT 40. O.G. PLAIN TO ANN". 3 ? 6 5 MC 184.1 l'- Ile 8' O 243 240 237 234 231 NOT TO SCALP TO 5CAL.E NOT TO SCALE NOT TO SCALE NOT TO SGN.E y u� ham > It b2xBxl1 W/ (4)5/6'14 ( STEEL BEAM. O STEEL DECK WITH TNRLJ BOLT6 � Lbxbx3/8 CONT. AT ,_ C,ONC-4W E TOPPINS i MA50idtr JOIST COPE AS SI.OWN 0 5/0' STEEL 5)•I� 4t o 111"lR PLAN. WALL. It I/1x4x4 AT EA END SEE NOV EAT. AM-0 PLATE TO � O STEEL BEAM. 080 7 DON) BEAM PETS 6.5.N. TMFp5/Ib 9G. I�L. Or. ONI 3/16 ? ROC* DECK O WELD ALL POUR 911*MM OF PLATE0 O S1gL 3 STEEL LINTEL PER BEMs. �2 I/1 CSHvib uu 3/4'�- A TO BEAM YED Al1D STIFPN[R U"�77�7 ' Pte, V (2) M5 X 5'-6" LONG IN PIN6 AT EA. END PLATE AS NECZ96ARY. RAN _ �D r� U 1/2' STEEL PLATE HIGH, x MELD fORMt"D PLATE 1 v DEEP X 4'-O" LONG TOP FLANSE OF BEAM. GODWED BCND BEAM. CENTERED ALA" MED HE16HT ? 2-1/2' IN 1 EKwTH. FORMED STEEL PLATE 5 to, JTR_EL LEJ;0 : AN&LE. 3/4'6 ROD W/ I/2'xl7' LONS TO n TWMADED 3 •� DIA. ItUT2MAVC, M!'LOEO MATCH WIDTH OF BEAM `"� (2) - 5/4" DIA. AUTOMATfG END6 �.� ! LIrL46laER 4 TM�ADED 6Z�ON BEAM FLANSE. 9 � MELPW THWADED 9TIVS ON I/4x3x3 AT &AW TI6i1H'f"DJ NITS PINGER � EXAM 6A6E(Tl6HTi<N NUTS I• I TidwT. FBEAM. NEE WIDTH OF PINSW:TI6W), I I M. SECTION A-B A Rx 1-1/2' LON& SLOTTED I ` BOND BEAM PER &SK �- � � HOLES ON BEAM 6A6E- 4ECTI2N A-A II I/2" `1 10" DRP BEAM WITH 0' I` TO RIVE STUD5. 'v4RIE6 STEEL JOIbT TYP.Nams \1 - O-• O\ 1 BEARING DEPTH. (� CLR. v 4MeEDDED STEEL BEARINS 4'-'m' MAX. T ANGLE TO LINE UP L11/ J�j Q 'lIft ANSLE LEDdWM PLATE 6/6" xS"xl'-O• w/(2) - DECK VALs.EY c- • CONTIN)OUS. D/4" DIA ANGNOR9 AT 9" D.G. TYP> 3�6 6' 0.1111. GEE ® I0 TYPICAL 01' BEAM.ICAL ON BOTH OVER 1' r/- ORYPAGK. BNEET 62.1 POP!IRElw. 4 149 X 4 O CONCRETE OVER STEEL DECK GCE ARCH.FOR PER PLAN. PLA 4Ws 4 VV4,'66TIFP R� GUTTER 11/2x2m GA, DECKNG 3 - MGISx42.1 3/14 2.12 TMP L3 1/2x3x3Nr ? - TYP. 5 � i► � 3/Ir 3�-�-- TYP T64x4x3/16 i A I W24x5S NOTE; MrA SEE [DETAIL 2005 POR 244 24' ADDITIONAL 100. • +i t, 1 NOT TO 5GAI.P NOT TO SCALE NOT TO 50AL.E NOT TO SCALE TO SCALE J''J&1 bo- ► I� Non, OMAL�RY O STEEL BEAM PER PIAN. STEEL DECK WITH 4B CONCRETE TOPPING OI 51EF1 DECK FROM MAIN U STEEL DF�K WITH } O (2)Y!!GONTINWIlS IN D' o? 9/6' STEEL. STfFFENEIR ROOWR. C.ONGRETE TUTIN& VEEP iRG nap ooNp PLATE. FOR DIRECTION ? I 1) O BOLT GONYMTION iM PER PLAN. 20 1%* BEAM PER 651x. OPP051 Te SIDE OF KALE. STEEL BEAM. EEA1w• O 1S/0'x6x6 STEEL GAP PLATE r4 �3 6x4x1.14' (LLV') 3 sym ANSLE BRACE W.LO►"L MASONRY NVAL.L. - - - - - - - - -- STEEL ANSLE. 51L ANSLE LINTEL 4'�o4k~• � ® S/0" DIA. AUTOMATIC MlLDED 4 TYTiGAL DE--,K ATTAGHMlhT • " 0 PER PLAN. MINIMUM 5 THREADED STUD!!ON BEAM ((4 STEEL WAS C;t. 9 AT EACH ANGLE. 9 BEARINS ON SOLID 1/4'x0�cl2'STEi'J.PLATE diAiLs. TI61iFfTEN NUT'S FINGER I A5 J !` ANCHOR6 AT 0 OL. TIONT• �5 I/:2" DIA. EMBEDDED ®40 (� � IN 6' BG"lI�J BEAM. x X F GROUTED CELLS EACH • �- ANCHOR DOLTS WITH x NITS TIONT'EWW 3 MASONtY wAl1. I I? STEEL DEAKINS PLATE FINSER TISHT. ""x5"x20 WITH (2) STEEL WA'5HER. 012 >-W+ 5/4" DIA. ANCHORS. . 6 TYPICAL DECK ATTAGFINtNT ® I/2' DIA. L"MBEDDED y�--�- - -- -- i� FOR-CO SONS TO TE AT ANGLE. STEEL I 2 _ _ - (� 6x4xl/4 LLV STEEL ANCHOR BOLT w/NVT5 �--/ MATCH WIDTH T BEAM ANGLE. TIONTENED FINGER TIGHT. _ MATCH Ile" �, , 1�9 TOP OF Y'{ALL. © FLANSE WIDTH OF 1 BEAM. 2" Low !SLOTTED HOL.E9. I-I/�" ? � � O BOND BE/!M PEA 6514. / I II 1/2" DIA. EMBEDDED ANC-440%BOLT ? IP> • � MYTH NITS n&HTcNw FINb1-s!TI•HT ;O" DEEP 5L-/.,"1 WITH 6" 17 ON STEEL AN" AT OTHM 6E 5 � ob BEAKINS DEPTH. OF MALL. SEE J/+b 4 3 AW L.OGA nOON PLAN FOR DETAILS 1'q1 MASONRY WALL 8 1 I �J BEYOND. , (m LEDGER ANSLE O STEN PLATE PER DETAIL 3 I WC 4D BY 61tATINs - 205 AND 227. I I MANJPA.GTURER. 4 I I II 2 5TEEL GRATING BY b -LJrL i2 TYPICAL ON BOTH SIDES OF BEAM. �9Ev TION 2 239 236 233 NOT 7, WALE NOT TO SCALE 3 NOT TO SCALE NOT TO SCALE NOT TO 50AL.E CONSTRUCTION S-.EOT � -_ 2'14BBm, 07 NO. O. 12- _ tpU C T uR DISCLAIMER: JOB NUMBER: SHEET TITLE- SHEET NLUBM 10/15/07 � Q FIR �c THIS DRAWING IS AN A07042 FRAMINIS VEW, L5 l PLAN CHECK CORRECTIONSs/ 4< 2 PLAN CHECK CORRECTIONS 12/05/07 5►� +° 1 n a��'' � ' CONSTRUCTION SET ® INSTRUMENT OF SERVICE AND _ 3 , 12/24/07 rtl�llunjoll: is 2 2 THE PROPERTY OF AMERICA'S �A1 D&„ PROJECT MANAGER: 99 TIRE COMPANY AND SHALL YY 68th PARKWAY ARA/HRA E NG i N E E R I N r REMAIN THEIR PROPERTY. THE USE OF THIS DRAWING 4876 SW Gdit EW,,-o l Bulb 300!tlMwbn,ort 1 otooe �. �� CTL T I G A R D OR 6o3.1rxLo w.;eoa.eaa.osM Iw I www.sslslq.00m .' 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ZILG� s I � , L� � . ' 10-I 11 _ 22 0 eZ —0' •. I 0 2Z� c� ' G►-•s a� s f�,. Q7l.q, .._ Irl e _ n �- OFFICE COPY 2 �. _ � �ii�! R;u,'11 ,1 t � N.�ih AdbA ivr mor- any -- R'C'D JAN 2 9 2008 L(6%40� ( 19b) A b-Al ...• w. ht'to6f�Feb,Inc. A ~- GENERAL NOTES gL FA L H.R. SHAPES TO CONFORM WITH ASTM A36,Fy-36 KSL „ • M l.,I ALL WYDEFLA AGE BEAMS: ASTM A"2 • �(�� I� # psi, 2. TUBE STEEL:ASTM A30Q,Fy=46 KSi. . G(1'T" "1 iia �il't" ���,�� 3. M STRENGTH BOLTS:ASTM A =323. f3fAv� "oN Olaf ' Thls shop r+rawinp h�IHen reviewed by Baker 3.1 STANDARD BOLTS: A+3A7 ` -- Gor�nudlon for neral conformance with I =' and does not relieve this z �1 ,, • I"� (�r��r�•�; •�•Zk •�Z B 4. STEEL WASHERS TO BE USED AT ALL BOLTED CONDITIONS 1 _ /' actor or Ier of r i= all for %MIRK rla,� wwo Contract �' �!• 3 s, . 1 WITH OVERSIZED OR SLATTED HOLES,OR AT'a''ENSION _ . . /4I _- 71 Rr.. ._. ' CONTROL BOLTS. ----.,— eve prbrNy over this shop drawing. ) ^ Y_�c,,► S. W19LD MIN TO CONFORM WITH ASTM AIOd. SCALE: APPROVED BY: 1'DRAWN MY I�s DATE J - 6. WELDING TO BE PRTJORMED BY CERTIFIED WELDERS USING ' 9AKER ON RUCTION,INC. — ATS: �!. R�wt�o Qenera ontractors '� E?OX�X ELECTRODE$PER 61.1 & D1.4 SPECIFICATIONS. je 7. ALL STEEL TO SAVE 1 SHOP COAT OF PRIMER,GREY OR RED. _ l:1�rG�t�c1P44."C"' i '_ �D51AWM1a N1JMN:R , I. • ... ,. :r.. - .. ::.. .,.....,. LJIL u.,ypl;.. .,,Lr-. s..',nr�ikk .. '.,e-. .1Z " `<° _ _ _.. _ '' J„ .r . .. _ - ._ _. _. _ .... t .,- _ . . .. . .. ... ....... -..• ry ...._.,......,.... ' 1'1'Ir 1 f� r1T1' r( rT Tp r r i T '. �f -1�-I i1i �1 r1r r�� ��I�1J7 - 41 T � T 1 T1 � � _ . . 21 3 61 9 10 11 � � ''•` ;fin ;r 'r,r , . 1 1� - tf �.� awl• ; a �p A6NZmu , I� M .r ♦ Al �"`. ....,....- _..,s., ::s.•,.....mpie•.la,. w, •,..!►. - <- ... .- •-. ...,•+vr.r- ... .. .. ... ... ., ..r •— ^...!....-.3.d.YRr.W x. � ' � :.:..r':.anaa.eaw•,........ 1...., ._ ..:+.,.,.:•,..a -'ws:•,•r •.•w.....a.,... _,„h .__ .. � . . . +.._^ . _ ,. c:..•yy..... _. '•eF. 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STEEL WASHERS TR BE USED AT ALL BOLTED CONDITIONS 1 J dlMipn c�ncapt oMy and does not reNeve this 'd Vie'+S• �U I��O T '�Zk� 2�� WITH OVERSIZED GSR SLOTTED HOLES,OR AT TENSI�IN _. / Wit - . IJ. • 8ub0onirador or ppller of responftibillty for � � . �I� 3 �'�, � CONTROL BOL'L'S. A�ov[a w c nformence with tho Contract Documents d $CAL[: DPAWN BY , of ave priority over this shop drawing. S. 'L'IiELD STUDS TO CONFORM WITH ASTM A108. ' BY ' DATE 6. WELDING TO BE PERFORMED BY CERTIFIED WEL *FIRS USING DATE: '�. R[vr[o BAKER CON TRUCTION, INC. E70XX ELECTRODES PER D1.1 & D:.I SPECIFICATIONS. ' g 7. ALL STEEL TO H^VE I SHOP COAT OF PRIMER,GREY OR RED. ' Osnaral CaMractore •J Of1AWma NUM[[R ] ,. ,Nep.. �gyrW: ,�p•'rr ..,, , .. •. r+ lel.rr... '•.+.. r,- _.._ .. r.. _. _. . ., .__. »». -. .- -- ,+,,... . � " •-•___._.........__.. ' . t UMIi ..;_ •.r .i.- rr'. ,... ,'. Y' "3�5'... � ,r, W ;�MM .S�• - - .> _ - _ .s..-..TM!' 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F .. ,._ '� � ' r� a..fx,ew.ir'Y•�.•,,e'+r�r.Mr wrwe�r,+�rw,au•�*•rran•. .. x 'r < ...e.."-7,•�.1-. �,G..,nrc .. _ . ..� ._. .. �.._r., .. .•. dt...._^ •L!^ •- - ”a.w�Jsv.:a.,ycl�ss''r1�111n1:�).ihc;..-.w-.r•A+�w.w.w=�s,Sr..rtl�Nwur°sa15'V '�a.r...- •M'IFr•....:y.... ....... . i......- ..-..�......-..--.....--�-u.r..�,,,•.,I.vw: ,.W.I4nr,/M9Y.YfUI.,.^R:. ..•v......ir...+,.vr'�':..WYA+n^Yi+w,l•wwYi..�wws..e.....'L;C'G..+G.+r....n.ItYMM1'YE'+./�w.'*OfE"•a.......V.. ._ -aO:'_:. kS- '+Y ^+",r'-- ... � .. .. t.. ...- r• ..-+. ... .••i. .. .. .... ,- w. M } i A NOTES 1.) DESIGNED PER 2006 IBC & ASCE CHAP 15. 2.) MATERIAL SPECS: Fy = 50ksi ALL WELDS E70xx ELECTRODES _ 5" CONCRETE SLAB 2500psi ALLOW SOIL PRESSURE 1500psf 3.) SEISMIC Sds=71%g Sd1=39%g Design Cat. "D" Li J 41 LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS 5.) ANCHORS TO BE SIMPSON STRONG BOLT -- MINIMUM OF 2.75" EMBEDMENT PER ICBO REPORT#17 7 1 SPECIAL INSPECTION IS REQ'd 6.) PERMANENT PLAQUE NOT LESS THAN 50 SQ INCH TO BE PLACED IN CONSPICUOUS LOCATION PLAN AT FLOOR STATING 600# LOAD LEVELS 36",72",108", 148", 188" I e zr— ELEVA rION A-A B L Is x X X x x x x x x x x x x X X x x e e ■ f f ■ ■ e : f f ■ ■ ■ f ■ f d it dp '* d 14 1a *- * d d d d N N N N C`: k N N N N N N N N N 30" x 200" 24" x 206" 24" X 190■ 24" x 168" 24" x 144' � d N x x 24" x 200" 2.4" x 206" 24" x 190" 24" X 168" _24" x J44"114 f` n N ' � s N •t K x �- x x x x x x x x x x x x x x x x N N 4 r —� - r • • a ■ • ■ • • ■ r e • • • ■ N CN N N N N CJ N lV N °V N N N N N — 1 P.15 ° -A181 A B 100psf LIVE LOAD OH WALKWAY I Hn LEM City of rigard ser — --�-- Av �d Plans B L n e'6 � ' GRATING PLAN ELEVATION B- 13 STEEL EMBED PLATE W, )- STEEL ANGLE WELDED TO PLATE 20T. OF STEEL ANGLE +V-r PER DET. #221/S5.2 �r��� u REVISE ANDRESUbMrT��� U - - _— - L _ — THIS REVIEW 16 FOR QENEP_k ppNFORAIAP—_ VO4 MIN CONCEPT ONLY.ANY DEVIATION F 30 PLANFi OR 6T_CIFICATK)N3 N)T CLEMIY NOTED HY THE WNTRAI.,OR HAS NOT BEEN FVE'b O REVIEW SHALL NOT OON6TT1 MAOOMPLETECHECK OF ALL DETAJLED DIN04SM CA MW OR @M TO THE �A° �RRACTUR CONTRACTWL FAVONYt,ffll FOR ANYEVE ERROR OR DEVATION FROM OWMACT Rte' • , t : z AAI E N(3MEERINC3 Dob smi r it �r cc 09 J .. ,,�„ _ OFF CE `COPY STEEL EMBED PLATE w/ STEEL ANGLE WELDED To PLATE-BOT. OF STEEL ANGLE +9'-T' PER DET. #22US5.2 STRUCi'lJFAL It?-N'1ENN' C'J:%'t:'',T"'L" PR MEZZANINE SUPPORT MEMBERS P� i•i' �#^ �— ,Ar 1194 DATE 4 ON i,.:. EXP. DATE: 12/ 49 Q 0 c — — ry d - -- REv�oM DATE — —� -�� DISCLAIMER:�— — JOB NUMBER: SHEET M11: SHEET NUMKR: too. — TTOffice of William A. Amor, Architect THIS DFRAWING IS AN ORP(31N $ 1 SUPPORT ANGLE _ _ 8/10/08 �► Architecture • Forensics • Educaflon � INSTRUMENT OF SERVICE AND MANAGER- TIRE COMPANY AND SHATHE PROPERTY OF LL AMERICA'S 114 5 2 S W PACIFIC H W Y PROJECT N WAINWRIGHT REMAIN THEIR PROPERTY. RACK 4 _ THE USE OF THIS DRAWING T I G A R D, OR DRAWN BY: SHALL BE RESTRICTED TO TR� l THE ORIGINAL SITE FOR BRETT SMITH 1572&ty*e01Ms CT I WHICH IT WAS PREPARED. PH: (909) 548-3530 pA�; MAY 14, 2007 — F Mwfon, CA 02831 --RPUBLICATION THEREOF IS — PfIAl�x(714)670-OMI EXPRESSLY LIMITED TO o FAX: (909) 627-5425 5v - J SUCH. t . l °�'fi'.�.a . ` ~ j�t1•i�Tii I r 1 1 i 1 r�111 111 Ii I i r t �,T T 11 4 ,:0 • , .� No,96 .�r f-" —^ I IF ' "• ,r, i I 1Y0 .a, a ,� .,�:, � �"' I ,,, Iu I I d ���� i�ll�l Wall I 1L�lU.I 11111. ,� • ti.' �lill�llllllww.11� lljlll lU� illl I ltll�l 1! . . . ; t R • � I.. ' .,rr..e•.�........ 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Y' a a il. .'If 3 s : a 5"x T'x t'BASE PLATE IBC (2)}"SNA ANCHORS O O ti X100 0 � r- n � 10 i'1a HOOK CONNECTOR � O `; �.•'' TUBULAR OR STRUCTURAL. r C 1.0x 1.25 5 ;"TEK SCREW MEZZANINE BEAM O V GRATING CLIP(3 PCR BEAM) O r� 1498 _ GRATING IS ATTACHED USING GRATING STEEL GRATING(19W4 1x ' ► J'TEK SCREW Z Q U ' C) e . O � CLIPS d.�"x 7'TEK SCREW(3 PER 2 __v_ 2 --3'x It 14 ga. COLUMN - BEAM GRATING OMITTED FOR CLARITY � Q Q U 0 Iv O El Q Q 0 _r-- TUBULAR OR STFiJCTURAL C 1.0X 1.25 0 Q O TUBULAR MEZZANINE REAM GRATING SUPPORT BEAM STRUCTURAL MEZZANINE BEAM �`— — 0 TUBULAR OR STRUCTURAL .� 1� QQ 1) GRATING BEAM Q �7 TUBULAR GRATING BEAM OR STRUCTURAL 13 � Q V Q O 0 AISLE.VQFsjf AT7��VQ_RL��T_ i FF 10 I G C 1.0x 1.25 — 0 12 22 12 0 14� 0 - 57 MEZZANINE DETAILS N ANCHOR EMBEDMENT • -- O O 1 LOAD BEAM C0 � --LOOSE TREAD NOTES 91� SECURED TO GRATING IN FIE BRACE CONNECTIONS COLUMN & BASE PLATE `,4 16- CARRIAGE BOLTS W/ 1.) DESIGNED PER 2006 IBC & ASCE CHAP 15. LB CONNECTION SECURE TOP TREAD TO BEAM -- 2.) MATERIAL SPECS: Fy = 50ksi (2)AISI 06502.2 RIVETS W/(3)TEK SCREHrS �� ALL WELDS E70xx ELECTRODES 4"ON CENTER 5" CONCRETE SLAB 2500psi ALLOW SOIL PRESSURE 1500psf 3.) SEISMIC Sds=71%g Sd1=39%g Design Cat. "D" 4.) LOAD PER LEVEL: SEE NOTE ABOVE ELEVATIONS -1- VARIES BY LAYOUT 5.) ANCHORS TO BE SIMPSC N STRONG BOLT r y 0100 MINIMUM OF 2.75" EMBEDMENT PER ICBO REPORT#1771 MEZZANINE LEVEL SPECIAL INSPECTION IS REQ'd 1 15 6. PERF;IANENT PLAIN IE NOT LESS THAN 50 SQ INCH — 2— I"— X11 wb� ) 2 8 TRANSITION STEPS TO BE PLACED IN CONSPICUOUS LOCATION CQUARF TUBE 14 go.B2 5 KSI 14 POga. 5 KSI STATING 6009 LOAD LEVELS Q 36",72",108", 148", 188" 1}"X 7 ga. BAR }'x 7 TEK SCREW � 12ga DIAMOND TREAD tnlo0 A12—1 21 1 — +1/-0 2 2 34— -4I h 16 ry _j I 55 KSI 14 a.46 KSI i TEK SCREW — - —-- 1"MIN �^ '2S MAX / / TOP TREAD SHIPS 1 / LOOSE AND IS v 1 14"SO TUBE 11go. SECURED IN FIELD 3 (TYP.) Y GRATING BEAM TREAD DETAIL o m LEDGE ANGLE 2 2 SB3 W C3 x 5 16 Val. 55 KSI 50 KSI I'DIA. STAIR TRINGER A SUPPORT HOOK - BOLTS` U HANDRAIL SECURED W/7 go ,•a TOP TREAD SECURED TO BASE PLATE BY0100 �• BOLTS � .1_ GRATING Wi CARRIAGE LIT BOLTS ;CIAO RECT TUBE 1'" 13 x SECTION A-A ::o 8 / MC 10x8.4 �`� OR STRUCTURAL L�1 2 - 11 CHANNEL SUPPORT S t `IBEAM 2 SB4 C4 x 4.5 TEK SCREW, '_848 50 KSI • 16a. 55 KSI 9 ' "0, OLT W/FE DER WASHER A L0100 '' '' ,' LOCKING N 1 ' POST U SPLICE �' ti-LSO - ENT PLA (TYp.) }'DIA. ANCHOR I WELDED TO CHANNEL J. J:-j 21 —` EXP. DATE: 12/ 2 SB5 SECTION THRU STAIRS LB60 C5 x 6.7 — 36 M 14 ga. 55 KSI 50 KSI —39 s w------ —1 671— i 421 ROW END ELEVATION - COMPONENT PROFILES IBC STAIRCASE — DISCLAIMER. JOB NUMBER: SHEET TITLE: SHEET NUMBER: IIEVIlIO" — DATE ATA Office of William A. Amor, Architect THIS URAr��VG IS AN ORP01N Architecture ■ Forensics • Education -_ INSTRUMENT OF SERVICE AND THE PROPERTY OF AMERICA'S 114 6 2 S W PACIFIC H PROJECT MANAGER: TIRE RACk, TIRE COMPANY AND SHALL WY DAN WAINWRIGHT TRm2 g REMAIN THEIR PROPERTY, I DETAILS _,. THE USE OF THIS DRAWING TI G A R D SHALL BE RESTRICTED TO O R DRAWN BY: THE ORIGINAL SITE FOR BRETT SMITH — •— 1572 °D" THE IT WAS PREPARED. 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