Embed Size (px)
Citation preview
---- - ----- --- -- --
Ml A SYlMAR/SAN F[ERNANDO CH~lD CAR[E FAC~l~Tif
CUENT M.T.A. 818 WEST SEVENTH STREET LOS ANGELES, CA 90017 (213) 623 - 1194
PROJECT ARCHITECT MUTLOW • JUBANY ARCHITECTURE 2536 NORTH VERMONT AVENUE LOS ANGELES, CA 90027 (213) 664 - 4373
STRUCTURAL ENGINEER DIMITRY VERGUN 1546 SEVENTH STREET SANTA MONICA, CA 90401 (310) 458 - 9919
MECHANICAL ENGINEER ROUHY DEHBIBI AND ASSOCIATES 4741 LAUREL CANYON BLVD., SUITE 202 NORTH HOLLYWOOD, CA 91607 (818) 980 - 0837
ELECTRICAL ENGINEER PALMIERI . VORGIAS 1810 SOUTH FAIR OAKS AVENUE SOUTH PASADENA, CA 91 030 (818) 441 - 1752
LANDSCAPE ARCHITECT LANDVISTA 1 6 CARINA, SUITE A IRVINE, CA 92715-5711 (714) 854 - 1544
GRADING MUTLOW • JUBANY ARCHITECTURE 2536 NORTH VERMONT AVENUE LOS ANGELES, CA 90027 (213) 664 - 4373
21 (0(0 rF~fRST STRElET9 SAN FEfR~AND09 CAl~IFOIR~~A MTA COINITlPJACT NO: lFA m 439) c 95
BUILDING SUMMARY
CH:LD CARE FACUT't'
EXTER;OR STORAGE
BUS OPERATORS FACILITY
REFUSE ROOM
TOTAL SQ.FT. GROSS
c,RCULATION (CCVERED EXTERIOR) (c09 + 7 .79) X 50%
BUILDIN(; OCCl!PANCY CHILDREN
5,369
470
216
117
6,172
644
74 MAX.
VICINITY MAP
) I/ ;;
II /4o/
I -----HUBBARD STREET
I I r---1 I I I
' SYLMAR/SAN FERNANDO METRO LINK STATION
8 ~ ~ G:
REFERENCE DRAWINGS
R1. TOP06RAPHICAc SURVEY
MTA CONTRACT NO. C-7270
R2. DRAWING NO. C-5, SHEET NO 8
R3. DRAWING NO. C: -6, SHEET NO g
R4 DRAW!l\:G NO. c:-1. SHEET NO ir,
RS. DRAW!f\iG NO. C:-12. SHEET NO. : 5
R6. JRAWING NO. ·- 13, SHEEf NO. 16
R7. i)RAWING NO. E-3, SHEU ~10. Jl
RB. DRAWING NO. E-6, SHEET NO. 34
R9. DRAWING NO. L-3, SHEET NO. 42
R10. 'NDEX NO. P-34612, SHEET NO. 56
DRAWING INDEX ARCHITECTU_RAL
01 A 0 TITLE SHEET 02 A 1 GENERAL NOTES
03 A 2 WINDOW, DOOR &,: ftNISH SCHEDULE --04 A 3 DEtrdOUTION PtAN 05 A 4 51TE PlAN
06 • 5 BUILDING PLAN -· DIMENSION
07 A 6 BUILDING PLAN 08 A 7 BUILDING PLAN - DOOR ~ WINDOW 09 A 8 ROOF PL.AN 10 A 9 REF1.ECTED CEIUNC PU..N 11 AIO EXTERIOR ELEVATIONS 12 All t:XTERIOR ELEVATICl'IIS 1J A12 SECTIONS 14 AIJ SECTIONS 15 .,. RESTROOM ELEVATIONS 16 A15 CABINET ELEVATIONS 17 A16 WAU SECTIONS 18 A17 WALL SECTIONS 19 A18 WM.L SECTIONS 20 A19 WALL SECTIONS 21 A20 WALL SECTIONS
22 A21 DOOR O(":"AILS
2J A22 DOOR Ile WINDOW DEfAILS 24 A2J CABINt.i de AWN:NG DETAILS 2!; A24 MISCELLANEOUS OHAlLS
STRUCTURAL 26 S 1 27 S 2 26 S J 29 S 4 JO S 5 31 S 6 32 S 7 33 S 8 34 S 9 35 SID
STRUCTIJRAL NO"!"ES FOUNDA~ION PLAN
ROOr !-"RAMING PLAN DETAl .... S DETA:;_s D'E"Al:...S OPAl ... S Df'fAILS
CE"'"A.LS
CETAILS
MECHANICAL/PLUMBING I 36 ~ ~
37 M 2
38 r> 1
J9 P 2 40 P J
HVAC DETAILS HVAC PlAN
PLllM01NC SEWER & SITE l't.ArJ
PLUMBING FLOOR PLAN
PLUMBING DETAILS
ELECTRICAL 41 l. l
42 E 2 4J E J 44 E 4 45 E 5
E.u-::cnucAL NOTtS
C .. ECTRICAL S1-E AND ROOF' PLA:-J
Ei ECTRICA.1 Pl')WER Pl AN
E~ECTRICA.L 1_'GHTING PLAN
SIN\,_[ UN£ DIAGRAM, Fl~E ALARM SYSTEM
LANDSCAPE 46 L 1
4,' ! 2
40 L J 49 L 4 Sv L 5 51 L €
LANDSCAPE ::oNSTRUCTi::.N PLAN
I ANi,~CAPE CONSTFiUCTICN OETAU.S
PlAt<TING PL.Ar, Pl.Ar.TING OETAllS IRRIGATION PLAN IRRIGATION DfTAII..S ANC LEGE~D
GRADING 5 2 (.;RAD!NG P ... A.N
,.1,
,. "''
GENERAL NOTES 1.
2.
J.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
27.
28.
29.
JU.
31.
J?.
ALL APPLICABLE CITY OF LOS ANGELES BUILDING CODES, UNIFORM BUILDING CODE, BUILDING ORDINANCES, A.D.A., TITLE 24 AND ANY OTHER GOVERNMENT RESTRICTIONS SHALL TAKE PRECEDENCE OVER ANY CONFLICTING ITEM IN THE PLANS OR SPECIFICATIONS. IN All CASES THE MOST STRINGENT CODE SHALL APPLY.
!F CERTAIN INFORMATION IS NOTED ONLY ON THE PLANS OR ONLY IN THE SPECIFICATIONS, THEN THAT INFORMATION WILL BE AS VALID AS IF NOTED ON BOTH PLANS ANO SPECIFICATIONS.
IF AN ITEM, NOTATION, DESCRIPTION OR DRAWING APPEARS EITHER ON THE DRAWING OR IN THE SPECIFICATIONS, ANO ONLY APPEARS AT ONE LOCATION, IT IS TO BE CONSTRUED TO BE TYPICAL FOR ALL LOCATION FOR THE SAME OR SIMILAR ITEM, NOTATiON, DESCRIPTION OR DRAWING.
WHERE CONFLICT OR INCONSISTENCY MAY OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, BETWEEN INDIVIDUAL DRAWINGS WITHIN THE SET OF DRAWINGS OR BETWEEN DRAWINGS AND NOTES IN DESCRIBING THE SCOPE OF WORK, THE MORE EXPENSIVE OR STRINGENT DIRECTIVE AS OffiRMINED BY THE MTA SHALL APPLY. IN
~~ ~i~tk1\rg;• P~oW/Ji~</,';T~~o;~D6'f~s\~iE~;R~'f~oN 1s REQUIRED BY THE
ALL DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS ARE TO THE FACE OF BLOCKWALL OR STUD, UNLESS OTHERWISE NOTED.
THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, NOTES AND SPECIFICATIONS AND SHALL REPORT All DISCREPANCIES TO THE MTA BEFORE STARTING WORK FOR A DETERMINATION. IF A DIMENSION IS MISSING, DO NOT SCALE THE DRAWINGS, BUT CHECK WITH THE MTA FOR CLARIFICATION PRIOR TO PROCEEDING.
CO-ORDINATE ALL FRAMING DIMENSIONS WITH WINDOW AND DOOR MANUFACTURERS REQUIREMENTS BEFORE LAYOUT OF CONCRETE OR FRAMING COMMENCES. CONTACT MTA IF CONFLICTS ARISE.
PRIOR TO THE ISSUANCE OF A BU!LDING PERMIT, THE GENERAL CONTRACTOR SHALL HAVE E.VIOENCE OF CURRENT WORKMAN COMPENSATION INSURANCE COVERAGE ON FILE WiTH THE DEPARTMENT IN COMPLIANCE WITH SECTION 3800 OF THE CALIFORNIA LABOR CODE.
IT WILL 8£ THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE SHOP DRAWINGS AND PRODUCT LITERATURE ARE SUBMITTED TO THE MTA IN A TIMELY MANNER. ALLOW A MINIMUM OF lWO WEEKS TO REVIEW AND RETURN BY THE MTA, OR IF A CONSULTANTS REVIEW IS REQUIRED AS WELL, A MINIMUM OF THREE WEEKS.
THE ,trA SHALL NOT HAVE CONTROL OR CHARGE OF ANO SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES OR PROCEDURES. OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ACTS OR OMMISIONS OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
ALL CONSTRUCTION ANO EQUIPMENT INSTALLATION ARE SUBJECT TO ON SITE INSPECTIONS AND APPROVAL BY OFFICIALS OF THE MTA, LOCAL BUILDING AND SAFETY AND FIRE DEPARTMENT.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DITERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES ON, ADJACENT TO OR SERVING THE SITE BEFORE COMMENCING WORK. THE CONTRACTO~ lS TC BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITiES ON, ADJACENT TO OR SERVING THE SITE.
VERIF'!' THE LOCATIONS AND SIZE CF METER BOXES, ELETRICALL AND MECHANICAL ROOM REQUIREMENTS ON THE ELECTRICAL PLANS, THE MECHANICAL PLANS AND WITH THE WATER AND POWER COMPANY.
ALLOW FOR CO-ORDINATION ANO MODIFICATION OF ADDITIONAL WORK FOR INSTAL~TION OF FEEDER CONDUITS AND GAS LINES FROM MAIN SERVICE TO "HE MAJN PANEL (S) AND GAS METER.
INSTALL ALL EQUIPMENT COMPLETE AS REQUIRED AND/OR RECOMMENDED BY THE MANUFACTURER, INCLUDING ALL NECESSARY UTiLITY CONNECTIONS, TO MAKE THE EQUIPMENT FULLY OPERATIONAL.
ALL LIGHT FIXTURES ARE TO BE INCLUDED IN THE CONTRACT.
THE GENERAL CONTRACTOR SHALL ERECT A BARRICADE FOR CIVILIAN PROTECTION ALONG THE EDGE OF THE SITE AND ALONG CITY PROPERTY LINES AS REQUIRED BY LOCAL ORDINANCE OR BUILDING CODE. ILLUMINATE AS REQUIRED BY CODE.
PROVIDE A 4" -0 .. X 8'-0 .. EXTERIOR PLYWOOD FINISHED BOTH SIDES PAlNT[D A'....L SIDES PROJECT SIGN WITH INFORMATION AND DESIGN AS SPECIFIED BY THE MTA
PROVIDI:. FOR CABLE LV. ANO CHANNELS W!TH A MASTER SYSTEM.
ALL CONCRETE WALKS ARE TO HAVE A LIGHT BROOM FINISH WlTH FELT EXPANSION JOINTS AT 15'-0 .. ON CENTER AND SCORE LINES EQUAL TO THE WIDTH (MAXIMUM) EQUALLY SPACED APART. OR AS NOTED ON THE DRAWINGS.
INSTALi. A CONTINUOUS APPROVED PERMANENT RESILIENT ACCOUSTJC SEALANT BENEATH BOTTOM WALL PLATES AT ALL EXT[RfOR WALLS AND WALLS AROUND EACH CLASSROOM. CLEAN OFF THE CONCRETE SLABS BEFORE INSTALLING.
ON!:: COAr OF THOMPSONS WATER SEALER TO BE APPLIED ON ALL EXTERIOR SURFACES OF ALL VERTICAL PLYWOOD SHEATHING.
ONE LAYER OF BUILDING WRAP AND ONE LAYER OF GRADE '1 O' Ft.LT PAPER S--iALL BE USED OV~R PLYWOO~ SHEATHING ON ALL EXTERIOR SL1RFACES BEFORE APPLYING STUCCO.
PROVIDE SOLID WOOD BLOCKING FOR THE ATTACHMENT OF ALL ACCESSORIES IN THE RESTROOMS. I.E. W.C. PAPER HOLDER, TOWEL BAR, GRAB BARS. PROVICE SOUD WOOO BACKING FOR THE ATTACHMENT OF ALL GRAB BARS AND CABINETS.
ALL INTERIOR RES rROOMS TO HAVE FAN EXHAUST SYSTEM PROV,DING P. COMPLETE CHANGE OF AIR !N 5 M:NUTES (OPERABLE FROM UGHT SWITCH).
THE BUILDING IS TC BE ONE HOUR FIRE RATED THROUGHOUT. USE 5/0 rYPE 'X' FlRERATED DRYWALL CN ALL SURFACES IN T!-<E BUILDING.
OCCUPANT LOAD SHALL BE POSTED !N [ACH CLASSROOMS.
TRENCHES FOR All SITE UTILITIES (ELECTR;CAL. PLUMBING, GAS) IS TO BE CO·~OROINATE WITH EACH OTH:::R ANO CO-ORDINATE WITH THE LANDSCAPE P~~J AS TO NOf CONFUCf WITH THE LOCATION OF TRE'::S.
THE LOCATION OF ALL TREES AND SHRUBS ARE TO BE CO-ORDINATED WITH THE MTA PRIOR TO THEIR !NSTAL!...ATION.
~:Tl:: 1NS?ECTIC~~ ANO APPROVAL IS REQUIRED BY THE MTA AT THE COMPLETIC"-1 OF THE LANDSCAPE AND IRRIGATION SYSTEM AND PRIOR TO THE CO""IMENCEMENT OF THE LANCSCAPE MAINTENANCE PERIOD.
A tJETHOD OF CONTFWL TO PREVENT DUST AND WIND BLOWN EARTH PROBLEMS SHALL BE SUBM1TTED TO THE BUILDING OFFICIAL PRIOR -ro GRACING.
fHF CONTRACTOR Sf--iALL ATTEND A PRE·- CONSTRUCTION MEET!NG WiTH MTA ANC THE BUILDlNG II\ISPECTOR PRIOR TO CCMMENCEM[NT OF WORK.
DEMOLITION NOTES 1. ALL COLLECTED DEBRIS FROM DEMOLITION, GRUBBING OR REMOVAL OF EXISTING
RUBBISH, IS TO BE HAULED OFF SITE TO AN APPROVED DUMP SITE.
2. IF ANY CONSTRUCTION EXIST UNDER EXISTING SITE AND ARE NOT SHOWN ON THE PLANS, THEY ARE TO BE REMOVED. AN EXAMPLE, BUT NOT LIMITED TO: UNDERGROUND CONDUITS, UTILITIES, SEPTIC TANKS, PAVING, TRASH PITS, CONCRETE FOUNDATIONS, ETC.
3. REPORT UTILITES NOT SHOWN WHICH ARE ENCOUNTERED DURING WORK. COORDINATE UTILITY REMOVAL WITH UflUTIES SUPPLIER.
4. ABANDONED WELLS ON THE PROPERTY SHALL BE REMOVED OR CAPPED IN ACCORDANCE WITH THE U.B.C. OR GOVERNING BODY.
5. ALL HOLES DUG FOR DEMOLITION OR REMOVAL ARE TO BE REFILLED AND RECOMPACTED TO 90:'. COMPACTION, PER THE RECOMMENDATION OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION REPORTS.
6. FOLLOW ALL PROCEDURES AND RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATiON REPORT.
FIRE PREVENTION 1. DURING THE CONSTRUCTION OF THIS PROJECT FIRE PROTECTION SHALL BE PROVIDED
IN ACCOOANCE WITH THE UNIFORM BUILDING CODE AND THE LOCAL FIRE CHIEF.
2. ALL 1 HR. WALLS AND FIRE WALLS ARE TO BE CONTINUOUS THROUGH ATTIC TO ROOF.
3. ENCLOSE ALL ELECTRICAL PENETRATIONS OF FIRE WALL !N ATTIC IN METAL CONDUIT WITH OPENINGS FIRE STOPPED, ALL AS REQUIRED BY UBC AND LOCAL CODE.
4. ROOF COVERING SHALL BE FIRE RETARDANT.
5. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 10 BC WITHIN 75' FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDINGS. VERIFY LOCATIONS WITH THE MTA AND FIRE CHIEF PRIOR TO INSTALLATION. INSTALL IN RECESSED ENCLOSURES.
6. FIRE DAMPERS SHALL BE PROVIDED WHERE ALL AIR DUCTS PENETRATE FiRE RATED WALLS OR CEILING/ROOFS.
7. LOCATE SMOKE DETECTORS AS PER LOCAL FIRE CHIEF REQUIREMENTS. ELECTRIC SMOKE DETECTORS SHALL BE WIRED fO THE. PRIMARY POWER SOURCE WlTH BATTERY BACKUP.
8. EVERY EXIT DOOR SHAU BE OPENABLE FROM THE INSIDE WITHOU f THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE.
9. PROVIDE l~LUMINATED E.XIT SIGNS AT ALL F!RF. EXITS. USE 6 INCH. HIGH LffiERS X 3/4 INCH STROKE ON A CONTRASTING BACKGROUND. EXIT LIGHTING IS TO GIVE A VALUE OF ONE FOOT CANDLE AT FLOOR LEVEL. VERIFY LOCATIO/\J WITH MTA PRIOR TO INSTALLATION.
10. OCCUPANT LOAD SIGNS SHALL BE POSTED IN ALL CLASSROOMS.
11 INTERIOR WALLS AND CEILING FINISHES SHALL NOT EXCEED A Fl.AME SPREAD INDEX OF 75 FOR EXIT CORRICORS.
12. ANY DECORATION USED SHALL BE NON-COMBUSTIBLE OR FLAMEPROOFED IN AN APPROVE MANNER (DRAPES, SHADES, HANGINGS, ETC.).
13. PROVIDE OUTSIDE GAS SHUT-OFF VALVE CONSPICUOUSLY MARKED.
SOUND NOTES AS STC OF NOT LESS THAN 5'.:J FOR EXTERIOR WALLS FACING HUBBARD. FIRST STREET OR THE RAii....WAY TRACKS, WALLS BETWEEN CLASSROMS AND ALL OTHER ROOMS AND lN THE ROOF OR CEILING/ROOF ASSEMBLY IS REQU1RED. EXCEPTION: THE ROOM IN THE EXTERIOR STCRAGE ROOMS.
2 PROVIDE AN APPROVED PERMANENT ANO RESILl!::NT ACCOUSTICAL SEALANT ALONG THE JOINT BETWEEN THE FLOOR AND THE WALLS OF ALL ROOMS. CLEAN OFF THE CONCRETE FLOOR BEFORE 1NSTALLING.
3. ALL PENETRATION INTO CLASSROOMS WALLS AND EXTER!OR WALL IS TO 3E SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.
4. ALL RIGID CONDUiT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN CLASSROOM WALLS AND ALL ROOF ASSEMBLIES ARE ~o BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIE"!T S;_EEVES, MOUNTS CR MIN1MJM 1/4" THICK APPROVED RtSILIENT MATERIAL.
5. METAL VENTILATING AND CONDITIONED AIR JUCTS ~OCATED IN SOUND ASSEMBLIES Will BE ;_INED. (EXCEPTION: DUCTS SERVING ONLY KlfCHE.N COOKING FACILITlt.S, NEED NOT BE LINED).
6. ELECTRICAL RECUIR[MENTS: AN OUTU:."T BOX IS DEFINED AS A BOX USED FOR RECEPTACLES, SWITCHES, SURFACE-
~OL~~;S~gN :JS~JtG Jgr~~E10 ~u~fJki~i6i1~~sAL~Ef~~~~tEJ.,. THERMOSTATS,
A. ONLY OUTl...ET BOXES ANC A CEILING EXHAUST FAN IN THE RESTROOMS WILL BE PERMITTED IN WALLS AND CEILINGS OF SOUND RATED CONSTRUCTION. ALL OTHER EOUIPMF:NT AND DEVICES WHICH INCLUDE RECESSED FIXTURES, PAN[L-t10AROS, H£A.TERS, KITCHEN OR RESTROOM EXHAUST FAN. SOUND PRODUCING EQUIPtvlENT, BELLS, INTERCOMS, ETC., SHALL !'JOT Rf INSTALLED IN T!-iESE SOUND RATED WAL:. .. S AND CEILINGS.
8. OUTLET BOXES MAY BE INSTALLED IN TriE SOUND RAlED WALLS AND CEILING AS FOLLOWS:
J.
A) BOXES WHICH PENETRATE THE WAL .. IN ONE AREA CR OCCUPANCY SHALL NOI 1NSTAl..~f.0 ON THE SAME STUD OR lN Tr<F.: SAME SPACE BETWEEN STUDS CO!'.TAINi~G A BOX WHICH ?ENETP.ATES lr',;TO ANCTHER AREA OR OCCUPANCY, I.E. NCT IN THE SAME BAY. MINIMUM 24" SEPARATION.
B) THERE SHALL BE ONE SOLID STUD BE'!WEEN OUTLET BOXES.
C) A SOL1D FIRE BLOCKING WILL SE COl'JSIOEREO A SOLID STUD IN ORUER TO PLACE ONE BJX ABOVE THE OTriER ll'J THE SAME BAY.
OUTLET BOXES SHALL HAVE A DEPTH NOT MOR[ THAr~ 1 : /2 .. , SO AS TO ALLCW THE REQUIRED r UNCOMPRESSED INSUL.1\TION TG BE lNSTALl_ED IN A STANDARD 2" X4" ON WALLS IJF DEEPER DIMENSIONS, BOXES OF GREA.T[R DEPTHS MAY BE PERMlTT::::O. BACK ANO StDES OF BOXES TO BE SEALED WITH 1 /8. q[SlL'~~JT S~LA~~T.
CONDUIT OR RACEWAYS (STUBOUTS) MAY P~NETRl'i.fE THI: sou~;J RA:Eo WALLS OR CEILINGS, PROVIDED THE CONDUIT IS COVERED AT THE ::J(NE"'."RATION POINT WIT;-' A PERMANENTLY RESILIENT SEALANT.
THE REQUIREMENTS FOR OUTLET BOXES INSTALELi FOR -ELEVISICi\JS, TELEPHONES AND THERMOSTATS (C::LECTRlC AND Ptf[Ut..tAT!C) SHALL BE THE SAME AS ~OR Rt::::.:EPTACLES OR SWITCHES. P!AS:-f r.t- RINGS, OPEN BOXES OR MOUNTING PL.ATES SHAI .. L I-JOT a'.:: PERMITTED. ~
ALL RECESSED L!GHTiNG FIXTURES SHALL BE LOCATE~ 1:S. A LiGHf BOX W!Tri '.:i/8"' 'X' :')RY'NALL ON ALL RECESS[:: SURFAC~S, THI:: REQUtRED UNCOMPRESS~D INSULAf:.O:-, IS TO BE !NSTAi_LED A90VE THE UGHT BOX
ENERGY REQUIREMENTS 1. All BUILDINGS SHALL MEET THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA
ADMINISTRATIVE CODE, PART 6, SPECIAL BUILDING REGULATIONS, DIVIS!ON T--20, · PUBLIC UTILITIES AND ENERGY, CHAPTER 2, CALIFORNIA ENERGY RESOURCES AND CONSERVATION COMMISSION, SUBCHAPTER 4, ENERGY CONSERVATION, ARTICLE 2, ENERGY CONSERVATION FOR NEW NON-RESIDENTIAL BUILDINGS.
2. ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH THE CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINT FOR AT LEAST TWO PERIODS WITHIN 24 HOURS.
3. A CERTIFICATE OF COMPLIANCE SIGNED BY THE INSULATiON CONTRACTOR ANO GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE AT COMPLETION OF INSULATION OF THE REQUIRED ENERGY INSULATION.
4. All EXTERIOR WALLS SHALL BE INSULATED WITH BLANKET-TYPE MINENRAL FIBER OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION FS-HH-1-521 WITH A THERMAL RESISTANCE (R) OF NOT LESS THAN 13 IN 4 INCH WALLS AND R-19 IN 6 INCH WALLS (KRAFT FACED INSULATION REQUIRED).
5. ALL CEILING OF ROOF-CEILING ASSEMBLIES SHALL BE INSULATED WITH BLANKET-TYPE MINERAL OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION FA-HH-1-321 WITH A THERMAL RESISTANCE (R) OF NOT LESS THAN Jg (FOIL FACED INSULATION REQUIRED).
6. ALL INSULATION PLACED IN OPEN CAVITY WALLS SHALL BE INSTALLED SO THAT ALL SPACES BEHIND ELECTRICAL SWITCHES AND RECEPTACLES, PLUMBING. DUCTWORK AND OTHER OBSTRUCTIONS IN THE CAVITY ARE INSULATED AS COMPLETELY AS POSSIBLE. INSULAT!ON SHALL BE OMMITED ON THE SIDE FACING THE CONDITIONED AREA, HOWEVER, THE VAPOR BARRIER IN WALLS MUST NOT BE CUT OR DESTROYED.
7. FAN OR OTHER EXHAUSTING SYSTEMS (RANGE HOODS, RESTROOM EXHAUST FANS, CLOTHED DRYER, ETC.) EXHAUSTING AIR FROM THE BUILDING TO THE OUTSIDE SHALL BE PROVIDED WITH BACKDRAFT DAMPERS OR AUTOMATICALLY DAMPERS TO PREVENT AIR LEAKAGE.
8. DUCTS SHALL BE CONSTRUCTED, INSTALLED ANO INSULATED ACCORDING TO CHAPTER 10 OF THE STATE MECHANICAL CODE (TITLE 24, PART 4.).
9. ALL EXTERIOR MECHA:-.JICAL DUCTING TO BE INSULATED WITH EXTERIOR QUALITY (MITAL OR PLASTIC COVERED) INSULATION AS PER CODE.
10. All EXPOSED MECHANICAL DUCTING TO BE GALVANIZED AND PAINrED PER EXTERIOR METAL SCHEDULE, COLOR BY MTA.
11. DUCT TAPE IS NOT AN ACCEPTABLE MATERIAL FOR SEALING OR JOINING WATER RESISTANT COATINGS OR CLADDINGS, OR METAL DUCTS.
12. All WINDOWS AND DOORS SHALL BE rULLY WEATHERSTRIPPED OR CASKETED ON ALL FOUR SIDES TO UMIT AIR INFILTRATION.
13. ALL EXTERIOR JOINTS AROUND WINDOWS AND i='RAMES. BETWEEN WALL CAVITIES AND WINDOW OR DOOR FIRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTtllTY SERVICES THROUGH WALLS, FLOORS AND ROOFS, ANO ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE CAULKED, CASKETED, WEATHERSTRIPPED. OR OTHERWISE SEALED. CAULKING SHALL BE SILICONE RUBBER BASE OR BUTYL RUBBER BASE, CONFORMING TO FEUERAL SPECIFICATIONS TT-S-1543 AND TT-S-1657 RESPECTIVELY. OR MATERIALS DEMOSTRATING EQUIVALENT PERFORMANCE IN RESIUENCE AND DURABILITY.
14. ADEQUATE VAPOR BARRIERS MUST BE PROVIDED ADJACENT TO THE IN'7"ERIOR FINISh MATERIAL OF THE WALL OR OTHER CLOSED ENVELOPE COMPONENTS WHICH DO NOT HAVE VENTILATION SPACE ON THE NON--CONOITiONED SIDE OF THE iNSJLATION. A VAOR BARRIER AT THE INSIDE OF THE WALL OR OTHER CLOSED ENVELOPED COMPONENT AND IN NO CASE HAVE A PERM RATiNG GREATER THAN ONE. ALL VAPOR BARRIER MUST BE SEALED AROUND All OPENINGS IN THE INT[R10R SURFACE. CONTINUOUS VAPOR BARRIERS ON CE!LINGS, WALLS, ANO F;_OORS REQUIRE ADEQUATE MOISTURE VAPOR CONTROL IN THE CONDITIONED SPACE.
15. STORAGE TYPE WATER HEATERS AND STORAGE BACK UP TANKS FOR SOLAR WATER HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. ALTERNATIVELY. SUCH TANK MAY Bf INSULATED TO A COMBINED LEVEL OF R-16. WHt::N BOTH INTERNAL INSULATION MAY BE INCLUDED IN THE COMBINED INSULATION LE\.'EL ONLY WHEN THE R-VALUE OF SUCH INSULATION HAS BEEN LABELED ON THE TAl'Jr< EXTERIOR BY THE MANUFACTURER.
16. PIPING IN UNCONDITIONED SPACE LEADING TO AND FROM WATER H~TERS SHALL BE INSULATED WITH AN INSTALLED THERMAL RESISTANCE OF R-3 OR CREA-ER FOR TrlE 5 FT. OF PIPE CLOSETS TO THE WATER HF..ATER, OR WHA'7'EVER SHOR-CR LENGTH IS IN UNCONDITIONED SPACE.
17. PROVIDE SECURE WEATHER PROOFING (SEALED PLASTIC SLEAVES OR tJ.ETAL SLEAVES) AT WEATHER EXPOSED INSULATION OF EXTERIOR HOT WATER PIP!N:; CR OTHE~ INSUlATED, WEATHER EXPOSED ASSEMBLIE_S. (SEE NOTE 11.).
18. LAMPS USED IN LUMINARIES FOR GENERAL LIGHTING IN THE RESTROOMS SHALL HAVE AN EFFICIENCY OF NUT LESS THA'\I 25 LUMENS PER WA"'.T.
19 WHERE RECESSED INCANDESCENT :.JGHTING FIX".'URES ARE INSTALLED \N AN INSU!..A~ED CEILING. SUCH FlXTURES SHALL 8[ COVEREC WITH INSJLATION, Wl'H NO SPACING BET11wEEN THE INSULATION AND FiXTURE, ANC SHA.LL BE TYPE JC. AS DEFl'\iED BY UNDERWRITERS LABORATORIES 15 71.
20. H.V.A.C. E:JUIPMENT SHALL BE APPROVEJ BY THf CAl.!FORN\A ENfRGY COf...lMISSION
~~~Tli%N~~T T~~E~JA6tCb1cicuSJf~~E, ACOP VALUES LISTED IN THE MECHANICAL
DOOR NOTES 1. COORDINATE WITH ALL PLANS, ELEVAflONS, SECTIOJ\lS, GENERAi. NOTES, SPECIFICATIONS
AND DOOR SCHEDULE FOR DOOR SIZE, LOCATIONS, TYPE, REQUIREMENTS, AND ADDITIONAL INFORMATION.
2. COORDINATE DOOR OPENING SIZE WITH MANUFACTURER'S REQUIREMENTS.
3. COORDl,ATE AND VERIFY ALL DOOR SIZES WITH ACTUAL FRAMED OPENINGS ON SITE.
4. All WOOD DOORS ANO FRAMES SHALL COMPLY WITH THE STANDARD OF CONSTRUCTION OF THE WOODWORK INSTITUTE OF CALIFORNIA.
5. ALL DOOR HARDWARE AND LOCKS SHALL BE INCLUDED IN THE CONTRACT.
6. II\ISTALL ALL DOORS AND D00~ JAMNS PER MANUFACTURER'S RECOMMENDATIONS. SHIM SPACE AT ALL DOORS TO BE AS REQUIRED AN:) RECOMMENDED BY MANUFACTURER.
7. All WOOD JAMBS, TRIM, CASING, SHALL BE SOLID STOCK (NO FINGEF< JOINTS) CLCAR Kl~N DRIED PINE.
8. SECURE ALL WOOD DOOR JAMBS TO WALL PER MANUFACTURER'S RECOMMENDATIO~S.
~~1~Ys5\l~ci i~·IL 1 g~ ~~1~~t; ~fcHHi~~ ~F G~~fE~~~~Eu~ul~1¥~L~cF~I~v~
0 ALL
METAL DOOR FRAMES AS RECOMMENDED BY MANUFACTURER.
9. ALL WALLS AT DOORS ARE fO HAVE WALL STOPS.
10. ALL DOORS ARE TO BE PAINTED BOTH SIDES, TOP, BOTTOM, AND EDGES. BACK PRIME ALL DOOR JAMBS IN DIRECT CONTACT WITH EXTERIOR WALL OR STUCCO.
11. ALL EXTERIOR DOOR ROUGH OPENINGS ARE TO HAVE WEATHERPROOF BUILDING PAPER (SISSAL KRAFT) 6 INCHES WIDE AND FULL LENGTH ON ALL THREE SIDES (LAP AT CORNERS). ORDE:R OF PL.ACING AS SHOWN ON THE DRAWINGS.
12. ALL EXTERIOR DOORS ARE TO HAVE METAL DOOR FRAMES. SET ALL SIDES IN A CONTINUOUS BEAD OF CAULKING.
13. ALL EXTERIOR DOORS ARE TO BE FULLY WEATHERSTRIPPED AND PROVIDED WITH A METAL ThRESHOLD AND RAIN DRIP. WEATHERSTIPPING IS TO BE EXTRUDED EDFM SYNTHETIC RUBBER OR SPRING METAL. FOAM TAPE IS NOT ACCEPTABLE.
14. ALL EXTERIOR DOORS ARE TO BE PROVIDED WITH PROJECTING GALVANIZEC, IRON OR ALUMINUM DRIP AND FLASHING AT HEAD ANO RAlN DRIP AT BASE OF IJOOR WHEN NO PROTECTIVE OVERHANG OCCURS. SEE SPECIFICATIONS FOR METAL ?AtNTi~G REQUIREMENTS.
15. All EXTERIOR DOORS MUST OPEN OVER A LANDING NOT MORE TrlAN I /2 INCH BELOW THE THRESHOLD.
16. ALL EXTERIOR DOORS ARE TO HAVE SELF C!..OSING DEVICES.
17. ALL EXfERIOR ODORS ARE fO HAVE NON-RE.MOVABLE HINGES ON ALL ACCESSIBLE HINGES TO THE CUTSIDE. USE TrlREE BUTTS MIN. ON ALL EXfERIOR DOORS AND SOLID CORE DOORS.
18. ALL DOORS ARE TO HAVE A ROOM NAME. EXIT DOORS ARE TO HAVE A NUMBER A'.\/C AN EXIT CALL OUT AS REQU 1RED BY LOCAL CODE., MTA AND FIRE MARSHALL.
19. Al'._ A.DA ACCESSIBLE DOORS ANO OPENINGS ARE TO HAVE A SIGN, AS REQUIRE;) BY TITILE 24.
20. ALL EXIT DOORS ARE TO 81:. OPC:NABLE FROtJ THI:. iNSIDE WITHOUT THE USE OF /\ KEY OR SPECIAL KNOWLEDGE.
21. ALL EXIT DOORS SERVING ROOMS HANDLING AN CCCUPANT CAPACITY OF 50 OR tv'GRE PERSONS ARE TO BE PROVIDED WITH PANIC HARDWARE.
22. AL!.. RATED DOOR ASSEMBLIES ARE TO BE SELF C'...OSING.
2.3. ALL RATED DOOR ASSEMBLIES ARE TO BE PROVIDED WITH SMOKE PROOF GASKETS, ~DPM SYNTHENIC RUBBER 0~ OTHER APPROVED OR MQ,_DE) P\ASTiCS. ~OAM fAPE IS NOT ACCCEPTABLE.
24. ALL RATED DOOR ASSEMBLIES AKE TO BEAK fHE. RATII\JG t.ABtL.
25. KEYING SCHEDULE !S TO BE AS DETERMINED BY THE CLIENT. ALL EXTERIOR AND !NTERIOR STORAGE DOORS. MECHANICAL DOORS AND ELECTRiC DOORS ARE TO HAVE P<EYE:) l OCKS AND Bf t<EYED Al IKf.
26. ►OR DOORS IN STOREFRO!\IT FRAMES, SEE WINDOW NOTE NO. 7.
WINDOW NOTES 1. CQORDINATf-.. WITH Ai..l .. P! ANS, ELEVATIONS, SECTIONS, GENERAL NOTES, SPECIFICAT,ONS
ANO W:ND:-JW SCHECLLt FOR WiNDOW SlZE, LOCATIONS, TYPE, REQUiREM[NTS, ANO ADDiT CNAL 'NFORMAf,ON.
AL:_ A'-UMINUM WI\IDCWS SHALL COMPLY WITH APPLICABLE CODES AND TEs-s A!',,:) AAMA STANUARDS HS-A~, AND SHALL BEAR THE LABtl OF AN IN~EPHJDENT INSPlCT 10N AGENCY. THE LABEL SHALL !DENTIFl' THE MANUFACTURER 8Y NAME OR SYMBCL. AND SHALL Cf.RflFY COMPLIANCE W1TH APPUCABL:: STANDARDS.
3. coorm!NATE AND 1/E.RIFY ALL WINDOW SIZES WITH MANU~ACT'-...'RER'S "<:EQUIREMENTS.
COORDINATE AND VlRIFY ALL WINDOW SIZES 'MITH ACTUAL FRA1 .. 1E'O OPE~INGS ~JN SITE.
5. INSTALL ALL WINDOWS AS i=IER MANUFACTURER'S RECOMMENDATIONS. $:':CURE WITH SCR[WS ALL METAL WINDOW ~RAMES AND STORE FRONT ~-RM..1E_S AS RECOMMENOf-..D RY MANUFACTURER. EXPOSE) SCREW FASTENERS Ai METAL WINDOW FRAMES ARE NOT ACCEPT/>B'. .. E, UNLESS TAMPER;:,ROOF SCREWS ARE USED.
6. ALL W!NC>:w FRAMES ARf TO BE FIN1S ... ED WITH MANUFACTURER APPL,ED AND APPRO'/EJ ANODIZE) OR aAKED ENAMEL PAINT.
7. ALL STOREFRONT WINDOWS ANO STOREFRONT WINDOWS WITH DOORS ARE "TO BE CDMPLETE", WITH HARDWARE, FULLY WEATHER STRIPPED, GLASS TO BE SAFE!' ~~SS, ANO WEATHERPROOF BUILD!NG PAPER ON ALL THREE SIDES. CC.KiRS ARE TO BE FULLY WEATHER STRIPPES ON ALL FOUR EDGES. INSTALL ALUMINUM RAIN DRIP AT TOP TOP WHEN NO PROECTIV[ OVERHANG OCCURS.
8. ALL GLASS SHALL i:lt_ fE.M,-,EREU SAF::.TY GLASS I\J Al._ UC>ORS. 'IMH!N 4(f OF ALL DOOR HAN~LE.S OR PULLS, AND WITHIN 18~ CF TH:: F;NISH S~A9
9. ISOLATE ALL DISSIMILAR Mt.--:-ALS FRCM ALUMl'J:..:M WI\IJCW FRAMES
10. /\LI. OP[NABLt WINGOW PORT;ONS SYALL_ BE SCREnE.o WiTH FIBER GLASS 0~ ALUMINUM MESH SCRED"~S TO BE PULL WIDTH A.ND HE!GH-:- AND INCLUDE P..LL FINISH HARDWAKE. V,'NC<)W SCRE.:.NS A~E TO ~IT SNUGLY AG.A.,INST Tr'E WINDOW FRAMFS Vv·TH NO GAPS.
l 1. ALL OPENABLE WINDOWS ARt. IC HAVt. DOUBLE LOCt<.S.
1 ?.. ALL W \'COW ROUGH OPENINGS ARE TO HAVE WEATHERP~OOF BUIL2ING PAPER (S'SSAL KRAiT) 6 INCH£S WIDE AN') FUL~ LENGTH ON ALL ~OUR SIOlS. LAP ALL CORNERS.
"' 0,
n
(/) "' 0
w 1--0 ;,'; :z:
WINDOW SCHEDULE I dimensions ! ·---·~
window quant. width h;lg~~:. ty_p_e_, _______ r_e_m_a_r_ks ______ +;~~--1 L SHAPE ©- -- . 10'-o" 6'-8" ! 103 1 S.F. ~;u~~J,~ZEfuNDS
c-=--+---+-----t--·-··-e--·--+---t--~-~-------------+---< ® ~. 18 . 1"--4" 1'--4" tAR1ou_sf--111_s_.F_.+-_Do_u_B_L_E_G_LAZ_E_D __________ _
0 1'--4" 3'--4" 1122/12€ 11 S.F. DOUBLE GLAZED
© l . 1 DOUBLE GLAZED 4 1 4'-0" 4'-8" I 108 I IV S.F. .'~/. VENEJ'~ BU~~S __ _ L SHAPE
'5\- f---;-- --~:=; 8'-o" \D8/11L11 ~F. Do/UBLE GLAZED \;:!../ -----+-11 __ '1+-_ _,_W~_VE_RTIC:"-L VEN~ ____ B_LI_ND_S _____ -+---<
··®e~ ----;--t---~ a·-o· 1 ,14
,1 V S.F. DOUBLE GlAZED J .... '. . .'.'. -+---t--W~/~V_ER_T_ICA_L_VE __ NET_IAN_B_L_IN_D_S _____ f---, -·ifs --~---1~~-~::-· ~~-;-·1 12: I V1 S.F. ~;ue~~J1~ZE~UNDS I
© t'-4" 5'-4" 124 ._;: .. ·.~·-·F .. , ~;u~~rj~~·~Ll~N~DS~---------11-
® .-... ··1 ··_ t.·. 2·-,. 8'--0" -DOUBLE GLAZED • i -+----12_4_.,.V._I S.F. W/ VENETIAN BLINDS 1
:. Ao' - I DOUBLE GLAZED ! _J rn- : T -~:t 6'~~ <-~- IX S.F. ::u~::::E:UNDS ~O~:E
[~,·3-~~--- --__ 42_/ ;.;:_-~ i~::_-;---1~.- ~;g~~- ~;"e~~n'2..f~~NETIAN_B_LI_N_DS-----~.---!
_ 'I::!/ i 6'-o" 8'--0" 117/llE VIII S.F., DOUBLE GLAZED
@ [ 3 ··1 12•-D" 8'-o" 111;111 vm s.F.! DOUBLE GLAZED
r @ --1- 1 - _! 9"-o" -;~;-,~,; l""' ~:;J- D;~~~~~~;,:i~~ ~--=------ -1----i g ---·-·-·· --- I J ::::::
'... ---- . -·- ·t-· ---···. -- ·---· -··-····----+---I @ , OMITTED
@ 13'-o" 10'-0" 101 ~~g~~-1 DOUBLE G~~O ~ ---- · ·· srnRG --~ ---·-.--~~~... 10'-0" 101 FRONT DOUBLE GLAZED ~----------T_A_P_ER __ E~--------
@ 3'-0" 3•_4· 101 V11! S.F. DOUBLE GLAZED -------- ----··-·-··+---+--- ------
@ 6'-o" a•-o" 104 i VIII S.F. DOUBLE GLAZED -- ----t-- . +-- -·-· -··----··------+-
@ 1 i 24'-0" 12'-0" 108 I Vlll S.F. DOUBLE GLAZED
:-- ---3-t-·1: i:~.i. _12:~o• .-.1~.;/~-i:riR~+=-~~B-~; ~~-~-~~-- -
__ --~- 2 _ ---~·-~~ __
11 =~~-~---~ ~4 _ \FRONT ; ________ __
@__ 1_ _ 3·-0· s·-~ L 117 _ v11I __ s-~-I _ DOUBLE GLAZED
@ 1 3'-o" B"-c" I 1 i 8 V111 S.F. DOUBLE GLAZED ·---.-····- -+ I . -----®-·--- 1 : _ 5•_4•·r• 6'-o" -·~I 134 IV S.F. DOUBLE GLAZED L SHAPE
@ 1 I 1•-4• 3'-4" 135 XI NAIL FIN □ --- t-- --- -- - -- ------ -- ·- . ~~--
@ 2 ' 2 -0" 2'-o" 119 ' 111 SF DOUBLE GLAZED I ~
@-~-~ tl-=~- :~:i: }~;12:, - X:I -.:.:_u·L·--B.:;···~·-::_LE---~::_T- VA-~_l?J._s·-·~· t ·.: .. ·.~--: -::::::r!: ::~.·.!
1
.·:.;l~~~;~;~~~r:.· DOUB== GLAZ~ _
[@+l---,---1;·~0- J"-o.L11s ll;g~~-1[__oouBLEGLAZE~---- ···--·--- _
1 \ @ l 9'-0" J"-6" \ 114 IJ~~~~- DOUBLE GLAZED i----- ·-·· ! I I ,
1 @ I 1 : 36"¢ ! i 101 :I X S.F. DOUBLE GLAZED ROUND
f
-®.7-. t-·~. r.· .. ··3.6~·--0." j 3'--4" 108 1 .. ~;.~~~- DOUBLE GLAZED ~-~----1-·· ·-·. -· / :STORE-® I 1 I 9'·-0" ! 3'-4" 104 !FRONT DOU9LE GLAZED j -~1~~=1~;-; : s· -o· " 10· ~~gN; _ _o_ou3LE GLAZED .. _ -+-1 ~~- _ ~ ! s~-~ _~-~~a~- _ 10, (~?-~!. .. L. -~~-~aLE GLAZED _________ _____ _ ____ .J __ ~
@ 1 1 5•-0" 2 -o" ,o~ i~;g~~-: oou~LE GWEO ! I - - ---+ --- --r·------- - - - f--~ @ ! ! ' i j
·-;.:i:-i:··EXTERiORWINDOWS.AND GlASS. DOORS ARE DOUBLE -GLAZED.------ - .. L. ....
STOREFRONT - FINISH WHITE ANODIZED OR PAINT FACTORY APPLIED FOR VISION LIGHTS. SEE DOORS S.F. = STOREFRONT
TYPE I STOREFRONT WINDOWS CORNER CONDITION
TYPE II TYPE Ill TYPE IV
STOREFRONT WINDOWS CORNER CONDITION
DOOR SCHEDULE ---------·-. ---- ·-- ! · I .. ROOM--FINISH '
dimensions I ~.-------··
door quant.1
loc. mat. width height thick. type
CD _2_ __ ~~R-~ ALUM. 6'-0" 8"-o" 1 3/4"
® CONF.
0 - ; DIR. ·-·--•-····
S.C.
s.c.
6"--8" 1 3/4"
6'--8" 1 3/4" -t---t---
3"-o"
3'-o"
8' - 0" 1 3/4"
finish remarks
STOREFRONT
PAINT ST.FRAME VISION LIGHT - Jo"' x 30"
PAINT ST.FRAME VISION LIGHT - 2o"' x 3(f
STOREFRONT © 1 ENTRY ALUM. 3'-0" f-~--t--+--t--+---,---+--·+--+------+ ... -····-·---··-···-···
® ISOL. s.c. 3'-0"
® LAUN □. ALUM. 3'-0"
B'-o" 1 3/4"
8'-0" 1 3/4".
(Z) Cl.ASS ALUM. 2'-10" 8'-0" 1 3/4"
PAINT WOOOFRAME VISION LIGHT - 20" x 30"
STOREFRONT VIS!ON LIGHT - 2o"' x 30"
STOREFRONT
®--- CLASS S.C. J'-0" 3'-o" ~!~- - ----·f---w_o_oD_F_R_AM_E __ -+-------------------
® CLASS ALUM. 2'-10" 8'-0" ----- --·- --- f----t--- --------+-----------·-·- --·---- ---
STOREFRONT 1 3/4"
JANITOR S.C, 3'-o" 6'--8" 1 3/4" PAINT WOODFRAME --+---+---,-------,-----------------------
PAINT WOOOFRAME ([D W. HTR. S.C. 2'-0" 6'-8" 1 3/4" c--=--+-----+---t--+----•- +·-·---+--------+----------------·-
@ >----+----+--·-+-·- - --------·--·
RESTRM S.C. J"-o" 6'-8" 1 3/4" ---.-f-------
PAINT WOODFRAME
@ STORE s.c. 3'-0" 6'-8" 1 3/4" I PAINT ST.FRAME
l STAFF STOREFRONT 0 @ @
ALUM.j 2•-1()" 8'-D" I 3/4" - ----!- ------
-~·
STAFF ALUM. 2'-"10"! B'-0" 1 3/4"
WK. RM ALUM.
1 KITCHEN! S.C. -- t-- . -·-- ' ·-
1 2'-la"j B'-0"
3'-0" I B'-0" ------!---
i 1 J/4" I
1 3/4":
@ >--~----+-······-+··--·-+-·----·- -~----·- ---
@ '
STOREFRONT
STOREFRONT
WOOD ST .FRONT FR
W/ VERTICAL VENETT ON BLINDS _____ _,
VISION LIGHT - 2rf x 30"
OMITTED
OMITTED ~-+--+---f----
@ I CLASS · ALUM. 2·~~ ~=~--/ ~-3!~----- -- :_rnRE!."~o~~-- -·- _ --------·--·-----~-----~
@ i CL.ASS ALUM. 2"-lo" a·-o· 1 3/4" -+- ---+---+-··--- - --··-·····------•-l--------+---------·-
STOREFRONT
@ i CLASS ALUM. 2·-10" e•-o" 1 3/4" I STOREFRONT
OMITTED !
WOOD ST.FRONT FR ' VISION LIGHT - 20" x 50" : ' =~sc~ H ,-c ,~,/
~@~ __ 2___~~-=--t=-~- ~~-ff 1 _!:.=-_~_2__=~:~t; WOOD ST.FRONT FR : VISION LIGHT - 2rf )( so" ··-·--- ------· --~ I 1 HR. VISION LIGHT 12" X 24" STEEL FRAME ~ 1 KITCH£« S.C. 3'-o" j 6'--8" 1 3/:: j PAINT ST.FRAME WITH CLEAR WIRE GLASS ·l- ~'--~~:i~-> i :~:~~+~:~-:-:~;j ...... ::: ::FF::.: ~1~\~~Nw1~r~L~~ X 24" s:E~ ~.RA•~---
@ 1 KITC~~Js·.~---~ ~:~~ .. -·r ·;.~8--:: -~ ~~"' ---- PAINT ST.FRAME 1 HR.
... ·- ·--- _._.L.. .. ,············7···--·- -·-+--·--,- ... ·-··· ----·----··· --~- _ __2_ ~~~Is~: ~·--=~" -+-6-~~~ .. +- ----~-~A_1N_T_sT_.FRA __ ,.._E ___ 1 _H_R_. ----------· __
® J STOR. t.M. J'-0" j 6'-8" 1 3/4" I PAINT ST.FRAME ---·---- ---j---- -;· ·-· -----t------···----·~--~--------@ 1 REFUSE i H.M. 6'-0" ! a•-o" ': 3/4", PAINT ST.FRAME @ , I .. ; ! ~ ~• ------·--------·-·---
,--~ IRESTRM~S.C. ---~~-~~---!- ~:-~:. .. 11_1 J/4"! PAl~!-.. ~~::~~~~--+-----·---·-----------------1 ' @ . iBus osjH.M. J'-o·. J. fi'-8" ,.'_ 3/4" . .i PAINT STFRAME ~---------··------
@ '! PLAYco.'w.1. J·-o· \ a·-a· I, J/4" 1
, PAINT J METAL MESH & PANIC HARDWARE
@ ! 120 H.M. 3·--0· i s-o· j, · 3;~. i P~T- ... __ . _ ACCESS PANEL TO MECHANICALE<l_UIPMENT
A I I ! ,;.~ -~. ACCESS PANEL TO MECHANICAL EQUIPMENT '<!} 126 H.M. J'-0" 2'-0" '1 _, 1 PAINT EXTERIOR WEATHER STRIPPING
@ r l~- --+ ··- J .. t~~;~:----
@ J. __ L. '. i - - ·- _l .L _____ _ STOREFRONT - FINISH WHITE ANODIZED OR PAINT FACTORY APPLIED
TYPE V STOREFRONT WINDOWS
TYPE VI STOREFRO>H Wl'<DJWS
TYPE VII
STOREFRONT WINDOWS
TYPE VIII STOREFRONT WINDOWS
TYPE IX STOREFRONT WINDCWS CORNER CONDITl:JN
I---.-· -··-·-----··-·----· 1 bus driver restroo
room
107 infant nap room
108 infant & toddler
109 wet area
TYPE X TYPE XI
"All. FIN
SCHEDULE
TYPE XII NAIL FIN
remarks
LINOLEUM WlfH COVED BASE
SCREWS,
! ···1
Tl-ti i£; I
I--+-
DEMOLITION NOTES
[j] LINE OF LIMIT OF WORK (EXEPT FOR UTILITY CONNECTIONS WATER, GAS, SEWER, POWER, TEL-, TV. CABLE)
~ CONTRACTOR TO INSTALL A MINIMUM 8'-0" HIGH TEMPORARY BARRIER OR FENCE ALONG COMPLETE LENGTH OF LIMIT OF WORK LINE.
II] SAW CUT ALONG LINE SHOWN AND REMOVE A.C.
G]
~
[§]
PAVING_ REMOVE BASE MATERIAL AT NEW BUILDING AND LANDSCAPE AREAS. SEE CONTRACT NO C- 7270 DRAWING NO C-5, SHEET NO. 8 FOR TYPICAL PAVING' AND BASE INFORMATION.
SAWCUT CONCRETE CURB AND REMOVE CONCRETE CURB BETWEEN SAWCUTS
REMOVE CONCRETE CURB
SA.WCUT CONCRETE SWALE AclD REMOV~ FROM SAWCUT TO CATCH BASIN.
[II REMOVE CONCRETE CATCH BASIN AND REINSTALL IMMEDIATELY AT LOCATION SHOWN (OR INSTALL IDENTICAL NEW). CONNECT NEW CATCH BASIN TO EXISTING CATCH BASIN. ELEVATION TO MATCH CONCRETE SWALE.
I§] DISCONNECT LUMINAIRE, LOCATE UNDERGROUND CONDUIT AND WIRES. REMOVE LUMINAIRE, REMOVE CONCRETE BASE. REINSTALL LUMINAIRE IMMEDIATELY WITH NEW CONCRETE BASE AT LOCATION SHOWN. SEE MTA CONTRACT NO C-7270, DRAWING NO E-6, SHEET NO E-6, SHEET NO 31 AND 34 FOR DETAILS
([] REMOVE TREES (1 O#). APPROX. BOX SIZE 36" X 36". STORE ON SITE IN SUITABLE SIZE CONTAINER OR METHOD. REPLANT DURING LANDSCAPE INSTALLATION PERIOD OR SOONER_ 7 AT LOCATIONS INDICATED ON TH':: LANDSCAPE PLAN_ 3 AT LOCATIONS AS DIRECTED BY THE MTA.
[g REMOVE SHRUBS AND EXCESS DIRT IN PLANTING AREA.
[j] CAP EXISTING IRRIGATION SPRINKLER SYSTEM IN THIS AREA. CONNECT EXISTING SPRINKLER SYSTEM TO NEW LANDSCAPE ISLANDS. SEE IRRIGATION PLAN FOR LOCATION AND DETAILS. SEE MTA CONTRACT NO C- 7270, DRAWING NO L-3, SHEET N0.42 FOR EXISTING IRRIGATION PLAN.
ff] REMOVE EXISTING SPRINKLER CONTROL VALVE AND BOX AND REINSTALL IMMEDIATELY TO NEW LOCATION SHOWN.
Ll REMOVE ROCKS OVER 2" IN SIZE:, AC PAVING AND CONCRETE ViSABLE ON THE SURFACE IN THE DIRT AREA.
GJ DISCONNECT C:XISTING 18" RCP DRAINAGE LINE AT CATCH BASINS, ANJ CAP.
~ INSTALL A NEW 18" RC;> DRAINAG': LINE AT SAME DEPTH AND iNVEi<T LEVEL AS EXISTING AND CONNECT TO THE NEW CATCH BASIN LOCATIONS IMMEDIATELY AFTER DISCONNECTING THE EXISTING 18" RCP LINE. SEE MTA CONTRACT C-7270, DRAWING C-R SHEET NO 15 i'OR ADDITIONAL DRAINAGE INFORMATION.
[§ CONNECT EXISTING 18" RCP DRAINAGE TO NEW CATCH BASIN LOCATION. INVERT LEVEL AS EXISTING.
[21 INVERT ~EVEL. FOR INVERT LEVEL OF LINE OF 18" RCP SEE MTA-CONTRACT NO C-7270, DRAWING NO C-12 AND C- 13, SHEET NO. 15 AND 16.
~, z ::::; ~, w u
w u z w LL
"' ~ _J
z ;;: I u
4
~ s: "' ~
jl::;:::==--:-. - -=- -- .
i ~ '-' z 8
... --- ----- --~--- -----
I 1·--·--·-~ I
LOCATION OF RELOCATED LUMINAJRE
I I L ij,
VJ:
,-~/' i-\ I !/2-\
I
4
. ---=--=-----.----.-.:::.::;-:::::--;-- .::::-.::::-.::::-
-------+--. -·~~----
LOCATION F NEW PLANTER
~~N OF
CATCH BASIN
VEHICULAR ACCESS TO CONSTRUCTION SITE
1 2
""---UiNEW LOC ION
~-- --- METRO NK PRIVATE PROPER
"' __, <( 3< w 0 vi
2
i!.i! REMOVE METROUNK SIGN, REMOVE CONCRETE FOOTING AND DELIVER SIGN TO MTA ON SITE.
~ REMOVE AND RELOCATE MURO SIGN.
w fw [I'
u z 0 u
~--- - --- METRO LINK PR!VAT[ PROPERTY SIGN
f qi~ -- . g---- METRO UNK S1GN (WOO~~==~~_li=="="~=-~~=="'
gcj REMOVE CONDUI- AND W:RES PROJECTING ABOVE SIDEW
GROL:ND (INSTA.LLED FOR TDAPORARY POWEf<)~ T~===J===~==t=~~===============~==J~~~~========::: EDGE OF SIDEWALK, /\J:D CAP. s'roRM oRAiN CATCH aASlN
[j] CONTRACTOR IS REQUIRED TO VISIT THE SITE TO FULLY AQUAINT THEMSELVES WITH A'_L V!SAB~E CONDITIONS AND ~LEMENTS /\T THE SITE.
~ DIS;>OSE OF ALL DEMOc:TICI, l•AA~Ef<IA.LS OFF SITE LEGALLY.
HUBBARD STREET (PAVED)
------- ----
SIGN
1--w w 0::: 1--(/]
r--8 (/]~ 0::: a. Cf. c;::~
I I
I I
I I
lNGELES irERNANDO
I
I
if)
"' I
'.'.1 z .; <( 0
_J a..
~ z co 0 I
i= "
SITE PLAN NOTES:
[jJ EDGE OF BUILDING SLAB
[l] LINE OF NEW AC PAVING ( 4'" AC PAVING OVER 8" BASE)
[J] NEW CONCRETE CATCH BASIN
I±] CONCRETE FLATWORK
[§] COLORED CONCRETE
[ID PLAYGROUND AREAS - SEE LANDSCAPE DRAWINGS FOR DETAILS [Z] WROUGHT IRON FENCE
[[I NEW CONCRETE CURB
[[) LIMIT OF WORKS
Ii] LANDSCAPE AREA
[j] EXISTING TREES TO REMAIN
Ii] CONCRETE SCORING, 4'-6'" O,C. j liJ CONCRETE SCORING, 3'-0" O.C. ALIGN WITH STRUCTURAL STEE a] 3'-0" W.1. C:XIT GATE
~ DRINKING FOUNTAIN
iul PARKING STRIPING
ti] H.C. STRIPING (NO CURB AT H.C. STALL) Ii] H.C. POST SIGN
ff] WOOD COLUMN WITH PLYWOOD. STUCCO FINISH gg CONCRETE SCORE LINE
gJi ANGLE DUE NORTH
~ BLOCKWALL FENCE -- SEE DETAIL 12 OF S6
11:J CONCRETE SCORING, 4'-0" O,C.
(\
""
--
i'\
~t
I --
I I ,0 1
~
I r
61 <( Ct'.· ~-
~1 Ct'. _J
~I 0
w ~, w ~
7'.
til
6'-T
6. I
liJ,1,,./:.,..!
---@]
>-<(
s: w uJ u "' ~ (~ ir,
" tu z "' ::; z ::J
" & f-I ::J
c_
0
,90
... I
;,, "'
~
•22'-9'" '
b 1
"'
'o ~-:.1
-- -- . -- -=-=-=------=-=_:-"--=a=;-----;-•-=-=--=-=---=-- . -- -- . -- -- . -~-~
b --,--~
8
PARKING (NEW AC PAVING)
FOR BUILDING DIMENSIONS, SEE A5
coNIBOL POlITT EL TO INSIDE EDGE BUILDING EDGE I~~ CONTROL POINT. OF EXISTING 510
SIDEWALK
HUBBARD STREET
7
L __ ;{-]_ .l
CITY
CITY
I I
I I
I I
OF LOS ANLLES OF SAN FEIRNANDO
f-w w n::: f-c.n f-c.n n::: c;::
I
I
:z: <C _j CL
.,_ 0
"c: I
0
l r
[
NOTES:
F.O.S. - FACE OF STUD C.l. - CENTERLINE CO-ORDINATE DRAWINGS GRID LINES WITH STRUCTURAL
GRID LINES ARE C UNLESS OTHERWISfNJ~t LINE OF STEEL ALL WOOD STUD TED ' OTHERWISE NOTEc)"ALLS ARE 2X4, UNLESS
ALL BLOCK WALLS ARr • OTHERWISE NOTED '- B C.M.U., UNLESS
FOR BLOCKWALL PLAN A6 AND s,¼~'sD~~Ls. OsEE BUILDING FOR ROOF (EAVES) ' RAWINGS SEE AB OVERHANG DIMENSIONS
FOR CLERESTORY DIMENSIONS, SEE A9 '
1 1.1
D WALL '
· .. /1 ·~\
E fACE.
\
OF FTG
1
FA.CE OF COL AND CONC / PEDESTAL-_____,,/
2,-8" _____ _
AT
-'---'--
-'--
4
2
-"--"-'--
-'---'--
-'---'--
f.O.fTG. ®
®
:z
---+1 ' !
U"l m
"°
i ::5 ~ CL :Zo
'<.!)0-' :ZU') y Cl :z-':' :::::!W _, ; :::>~ ~,: CDCl ~ ~
I ~l
~ -,(
, ·:er
I
FLOOR PLAN NOTES:
[D LINE OF ROOF ABOVE
[z] LINE OF SOFFIT ABOVE
~ LINE OF CLERESTORY WINDOW ABOVE
(!] ALUMINUM STOREFRONT. ALIGN MULLIONS W/ STRUCTURAL GRID
~ HIGH DIVIDING WALL - 4'-6" HIGH
[ID DOWNSPOUT - SEE ROOF PLA.N & ELEVATIONS
[l] METAL ROOF ACCESS LA.DOER & 30"X30" METAL ROOF HATCH
(ID WATER HEATER - SEE MECHANICAL PLA.NS
[ID CONCRETE PAVING. ALIGN SCORELINE W/ STOREFRONT GRID
[g PLA.NTING AREA - SEE LA.NDSCAPE DRAWINGS
[] LOW DIVIDING WALL - 3'-0" HIGH
[11 LINE OF CHANGE IN FLOOR MATERIAL
[J CONCRETE BLOCK WALL
~ WROUGHT IRON POST ALIGN W/ WINDOW MULLION
~ WROUGHT IRON FENCE
[§ ALIGN FACE OF 4" WALL TO FACE OF 6" WALL
LEGEND:
~
~ ~
=
CONCRETE BLOCK WALL
CONCRETE BLOCK WALL W/ 2X4 WALL
CONCRETE BLOCK WALL W/ 2X4 FLA.T WALL
2X6 WALL @16"0.C. WITH R-19 FIBERGLA.SS BATT INSULA.TION
2X4 WALL
2X4 1 /2 OFFSET 1" DOUBLE GLA.ZED STOREFRONT (EXTERIOR LOCATIONS)
2X4 1/2 CENTER GLA.ZED STOREFRONT (INTERIOR LOCATIONS)
,._. • STRUCTURAL STEEL
101 ROOM NUMBER - SEE FINISH SCHEDULE
r
\ r--
\ \ '' ' I ' I \
L--~-
' I I I ' I ' I r---\- ----\
I \ \
® \ \ ~ \,, -\ '-V ,,--7
I '.:..m:':'.'.'.'=-;~==-:=~'-=lf----+1 t-ill ' L- - ~,,-~;J~~~====izz:: ...... , _.\ I Ii! ,.._ ___ , ', I
\ ~ \ : \ L--' I
\ ~-~ ' I I I 1 108 1 \ INFANT ROOM I I I
I '
' ' \ -~\
1 - i- ™-------,=F'r--,f71 ', I 1
1 \
rs'\ :,,, : 'Q \----,
108
~ I
_J
, ,
?.
, ,
, , , ,
, , , ,
r-©· I I I I
130 STORAGE ROOM ,
' TODDLER ROOW f'RCU TION \ \ I I I I ~jj_.l,...-,1+,F"'--
:: I I ' I Fl
~ 4 \ £ \ . I \ \ L=======--=\-- ~~SROOM 2 \ \
~----------\~- ?o~SIDN \ S \
"\\:oURTYARD \ ' r--------- ~ \
~ ',~~=-d1llc.;;;--;;;-:;;; __ ;;;; __ ;;; __ ~_1f I I I I I I I
L--@
I I I I I (IJ-_J
I I I I
L--@
I I I I
®-J
!24 SPECIAL AREA
118 CLASSROOM J
~ 'V I ____ ..J
\jCJ '>
__ ,., I I
' I
' I I
--< I I
' +-m I
' ' --1 I I I
119 I CLASSROOM 4 i
I I
', --1 I r- r-----, ~r• I ___ ) ®
' ' ' I I I
' ' _ _j_.j
J : .J
z :5 a...
LEGEND: = CONCRETE BLOCK WALL CONCRETE BLOCK WALL ~ CONCRETE BLOCK W/ 2X4 WALL
WALL W/ = 2X6 WALL @1 5" 0 2X4 FLAT WALL FIBERGLASS BATT.TN WITH R-19 2X4 WALL SULATION
r4 ],/42 OFFSET " EXTE IOR LOCATIO~si°OUBLE GLAZED STOREFRONT
2X4 1 /2 CENTER (INTERIOR LOCATloi:\tzED STOREFRONT
H • STRUCTURAL STEEL
(D DOOR NUMBER - SEE G) WINDOW NUMBER - SE~OOR SCHEDULE
101 ROOM NUMBER - SEE WINDOW SCHEDULE FINISH SCHEDULE
r r_w ___ _ \ \ ,---' I I
' '
':®
'{i)
108 TODDLER ROOM
' ' I .J,
®0 ®®
' '
~Ill
130 STORAGE ROOM
131 STORAGE ROOM
@1 •. ,. /,----·- ----------------~j__
--r.:::, __ ------ -----------~--~~---- -1 1 ·1-~-cfT1~r~\\ -
\ \ @)i1cH·1, i '1 \ ,. . •
-l,,,.,,~~-\-~ ... •1'o1 1,-1 ~ i>1-1 '\ I JOl\~
117 CLASSROOM 2
118 L-CLASSROOM 3
@HIGH
@ i-'
i-'
119 CLASSROOM 4
@HIGH
@HIGH
: @: :-®;, u--' ' I I
@~, /3
-c7 ,-@~:~t,:;--cib::-"""o,t 1 HIGH t ' HIGH
1
L -,jj L-•---~
WET AREA - ~-:-=--C:C-"~-o-; ~I~~; ,_ HI~~ I f~
125
1-1-.----r---~~----
@ (a)
' @:
.r@i
@
@, ' I
ROOF PLAN NOTES:
[j] EDGE OF ROOF
[z] EDGE OF LOWER ROOF
[J] EDGE OF BUILDING BELOW
[I] BUILT-UP ROOFING. MIN FALL 1/4" PER 1'-0"
[ID WIDTH OF LOWER ROOF
[§] GLASS - BRISTOLITE HOM SKYLIGHT
(I] METAL ROOFING - STANDING SEAM NARROW WIDTH ( 12" O.C.±)
(ru METAL ROOFING - STANDING SEAM WIDE WIDTH (24" 0.C.±)
[ru WEATHER DECKING. MIN FALL 1 /8" PER 1 '-0"
~ ROOFTOP MECHANICAL EQUIPMENT PLATFORM
llJl CRICKET fill METAL VALLEY FLASHING, PER ROOFING MANUFACTURER'S SPECS.
Ll METAL ROOF HATCH
[] GUTTER - SLOPE TO DOWNSPOUT
iul SUNSHADE AWNING
fi] CANOPY
[21 METAL PARAPET CAP
Ii] 4" ROUND METAL DOWNSPOUT
H] C.I. ROOF DRAIN
g!j WASTE VENT - CONNECT SEVERAL VENTS fOGETHER IN ATTIC/ROOF SPACE. SEE PLUMBING Dl~AWINGS
g] ASPHALT SHINGLES ROOF
---j DIRECTION OF FALL
NOTE:
1. COORDINATE EXACT SIZE OF MECHANICAL EQUIPMENT PAD WITH EQUIPMENT MANUFACTURER AND EXACT LOCATION WITH MECHANICAL SUBCONTRACTOR. COORDINATE WITH WASTE VENTS, EXHAUST DUCTS AND FRESH AIR INLETS.
2. INSTALL STANDING SEAM ROOF WITH METAL FLASHING PER THE MANUFACTURER'S DETAILS AND SPECIFICATIONS.
3. INSTALL METAL FLASHING PER THE ROOFING MANUFACTURER'S DETAILS AND SPECIFICATIONS.
/ /
/
/
/ /
/
------- ----
--cd<'~=======·-. --~--·_· _• I',',
1
I :z: <t: _J
a.. u.... 0 0 a::::
[M] <,
.. ·- .... I
CEILING PLAN NOTES:
[j] DROPPED CEILING AT 7'-6"
[z] DROPPED CEILING AT 8'-0"
[JI CEILING AT s•-o" OR 8'-6" INCLINED
[±I CEILING AT 7'-6" OR 8'-0" INCLINED
[fil CEILING CANOPY AT 8'-0"
[ID CEILING CANOPY AT 12'-0" [ZJ DROPPED CEILING FROM 15-0" TO 18'-0"
[ID ENTRY CANOPY
!ID CLERESTORY - TJl'S CARRY THROUGH
[g CE:LING CANOPY FROM 9'-0" TO 12'-0"
[] DROPPED CEILING FROM 9'-0" TO 11 '-0"
~ DROPPED CEILING FROM 8'-0" TO 11 •-o" □ ALIGN DROPPED CEILING W/ FACE OF WALL FINISH
~ ALIGN DROPPED CEILING W/ FACE OF WALL BELOW
~ VARIABLE HEIGHT LOW CEILING
Ii] EXPOSED TJ: - STAIN/SEAL FINISH
[21 ATTACH DRYWALL TO INSIDE EDGE OF TJI
NOTE: CEILING HEIGHT IS UNDERSIDE OF ROOF JOISTS UNLESS NOTED OTHERWISE.
ELEVATION NOTES:
(I] 2 COAT STUCCO OVER BLOCKWALL
[2] 3 COAT STUCCO OVER BLOCKWALL WITH IJITH
[J) 3 COAT STUCCO OVER WOOD FRAME
11] BLOCKWALL - 2 COLOR IN 16" BANDS W/ SEALCOAT
[§] METAL PANEL CIJID WALL
[§] METAL ROOFING (TERRA-COTTA RED)
[z] METAL ROOFING - STANDING SEAM (TERRA-COTTA RED)
[ID WINDOW - SEE WINDOW SCHEDULE
[ru STOREFRONT WINDOW - SEE WINDOW SCHEDULE
[g METAL DOOR - SEE DOOR SCHEDULE
[jJ STOREFRONT DOOR - SEE DOOR SCHEDULE
Ii;! WEATHERDECKING
Ll WROUGHT IRON GATE WITH METAL SCREEN @ 53] GUTTER
~ WROUGHT IRON FENCE @ fi]l 3 COATS SEMI-TRANSPARENT STAIN
Ii] OPAQUE GIJISS
fi]l 4" 0 METAL DOWNSPOUT
ti] STUCCO EXPANSION JOINT
gg CANOPY®® g] STUCCO PARAPET WITH METAL FIJISHING UNDERNEATH
g;j METAL PARAPET CAP @ g;i SUNSHADE AWNING @ ~ 18" SOLID CAST ALUMINUM LETTERS - TYPE FACE
MODERN NARROW. BY LES SKINNER CO. OR BUILDERS BRASS WORKERS.
~ MECHANICAL EQUIPMENT ON MECHANICAL ROOF PAD
~ AIR HANDLER IN ATTIC SPACE ON MECHANICAL PAD
~ DUCT ~ 14"X14" ATTIC METAL LOUVRE VENT 'fif... c·LY SCREEN
gil VERTICAL METAL SUNSHADE AWNING ~ ~ STEEL CCI_UMN - PAINT PRIMARY COLOR
~ 24"X36" ACCESS PANEL
~ CAST IRON ROOF DRAIN @ ~ 14" X14" G.I. ROOF VENT W/ FLY SCREEN
iH SUNSHADE CANOPY @® ® fill STUCCO COLOR A
~ STUCCO COLOR B
[,l STUCCO COLOR C
~ STUCCO COLOR D
fill STUCCO COLOR E
[
------ --- ----·-~·~--- ---
Ji
FIRST STREET ELEVATION
RAILROAD TRACK/WEST ELEVATION (/') ::z: <D
0 m
I= ,,j
.,:
~ 0
w ec! _J < ' w 0
'o ! s.'o a:: I
0 II
a:: ~ ~
i1%rnF L ___ ·--·· -· ·--- '
ELEVATION NOTES:
[j] 2 COAT STUCCO OVER BLOCKWALL II] 3 COAT STUCCO OVER BLOCKWALL WITH LATH ~ 3 COAT STUCCO OVER WOOD FRAME [!] BLOCKWALL - 2 COLOR IN 16" BANDS W/ SEALCOAT [ID METAL PANEL CLAD WALL I.ID METAL ROOFING (TERRA-COTTA RED) [z] METAL ROOFING - STANDING SEAM (TERRA-COTTA RED) I.ID WINDOW - SEE WINDOW SCHEDULE (ru STOREFRONT WINDOW - SEE WINDOW SCHEDULE [g METAL DOOR - SEE DOOR SCHEDULE [jj STOREFRONT DOOR - SEE DOOR SCHEDULE ~ WEATHERDECKING H] WROUGHT IRON GATE WITH METAL SCREEN @ [11 GUTTER ~ WROUGHT IRON FENCE @ [§ 3 COATS SEMI-TRANSPARENT STAIN [ii OPAQUE GLASS [l! 4" 0 METAL DOWNSPOUT Ii] STUCCO EXPANSION JOINT
gg CANOPY®® 11] STUCCO PARAPET WITH METAL FLASHING UNDERNEATH ~ METAL PARAPET CAP @ ~ SUNSHADE AWNING ® iM 18" SOLID CAST ALUMINUM LETTERS - TYPE FACE
MODERN NARROW. BY LES SKINNER CO. OR BUILDERS BRASS WORKERS.
~ MECHANICAL EQUIPMENT ON MECHANICAL ROOF PAD ~ AIR HANDLER IN ATTIC SPACE ON MECHANICAL PAD ~ DUCT ~ 14"X14" ATTIC METAL LOUVRE VENT "!i::/.. l"LY SCREEN ~ VERTICAL METAL SUNSHADE AWNING ~ ~ STEEL COLUMN - PAINT PRIMARY COLOR ~ 24"X36" ACCESS PANEL ~ CAST IRON ROOF DRAIN @ ~ 14"X14" G.I. ROOF VENT W/ FLY SCREEN
iH SUNSHADE CANOPY @® \@J M STUCCO COLOR A ITT! STUCCO COLOR B [,l STUCCO COLOR C ITT! STUCCO COLOR D fili STUCCO COLOR E
b !
PARKING LOT ELEVATION
HUBBARD STREET ELEVATION
SECTION/ELEVATION NOTES:
[j] 2 COAT STUCCO OVER BLOCKWALL
iz:I 3 COAT STUCCO OVER BLOCKWALL WITH LATH
W 3 COAT STUCCO OVER WOOD FRAME
~ BLOCKWALL - 2 COLOR IN 16" BANDS W/ SEALCOAT
~ METAL PANEL CLAD WALL
[[I METAL ROOFING (TERRA-COTTA RED)
[I] METAL ROOFING - STANDING SEAM (TERRA-COTTA RED)
[[I WINDOW - SEE WINDOW SCHEDULE
[[] STOREFRONT WINDOW - SEE WINDOW SCHEDULE
[g METAL DOOR - SEE DOOR SCHEDULE
fl] STOREFRONT DOOR - SEE DOOR SCHEDULE
[;ii WEATHERDECKING
~ WROUGHT IRON GATE WITH METAL SCREEN @ ~ GUTTER
~ WROUGHT IRON FENCE @ Ii] 3 COATS SEMI-TRANSPARENT STAIN
[] OPAQUE GLASS
[f:! 4" 0 METAL DOWNSPOUT
fi] STUCCO EXPANSION JOINT
@CANOPY®® g] STUCCO PARAPET WITH METAL FLASHING UNDERNEATH
~ METAL PARAPET CAP @ ~ SUNSHADE AWNING ® ~ 18" SOLID CAST ALUMINUM LETTERS - TYPE FACE
MODERN NARROW. BY LES SKINNER CO. OR BUILDERS BRASS WORKERS.
~ MECHANICAL EQUIPMENT ON MECHANICAL ROOF PAD
2§ AIR HANDLER IN ATTIC SPACE ON MECHANICAL PAD
g,l DUCT
2§ 14"X74" ATTIC METAL LOUVRE VENT "!:!f.. FLY SCREEN
~ VERTICAL METAL SUNSHADE AWNING f:/:Jy till STEEL COLUMN - PAINT PRIMARY COLOR
[j] 2 4" X36" ACCESS PANEL
~ CAST IRON ROOF DRAIN @ ~ 14"X14" G.I. ROOF VENT W/ FLY SCREEN
~ SUNSHADE CANOPY@®® M STUCCO COLOR A °J fill STUCCO COLOR B
~ STUCCO COLOR C
fill STUCCO COLOR D
~ STUCCO COLOR E
,--~---/ ' I I I I I I I I I I
I
SECTION A1-A1
__ ,_
,--~--- ,--~---{ )<i I \
l ..... :::-:-- .iJ6[ I I 121 I I I I I I I I I I I I I I I I I
)
·-_g•· :~.
-1 ' ' ' i , -~----
®j i
\ ~i ~· \ i \ '
--~
,-~- --, ( '1 I I I I
I I I
I
--------~-"')
b
SECTION B-B
SECTION C-C
u.Jt§~~ cl e::::-·..,.,"' (/) ~ ~.t- \Ii
~u..J"tj--.;f-0<0<0 JL "'"' C
'-' g§:-:,:-:, ~ ~-NN
~ci~ -:z:t--u... :I:-'-' e:::: (!)
<i :z:
::- :5 r---
!;, z:a....w~ <~~~
~ CD~~~ ::::, ::::>t--"" -:, 5~
::>'--' ==~~c'.3 :::::, -Ot;ic!c~ ~LL.10:::W f-00 -:zz :=,O~; :::EO:::cc,o
<C N--'
SECTION A-A
0 0 z: < z: e:::: ~~ z: ..J <'-' ~~ e:::: w < e:::: :::E < 5='-' V>o <::::! t- :I:
SECTION B1 -81 :::E '-'
.(i] i -r~~ 1 ·1,._j
t~1
I --~--,,
I I
I I
!~I --1--~
i>' _J~i
u,
"' n ..,: n
~ t--« C,
V') c
I
z: SECTION C1-C1 0 co
F= '--.
'-' ::::1: w V') ~
\[•
.~
!._, :--·
T
I SECTION/ELEVATION NOTES:
[I] 2 COAT STUCCO OVER BLOCKWALL 11] 3 COAT STUCCO OVER BLOCKWALL WITH LATH ~ 3 COAT STUCCO OVER WOOD FRAME [±l BLOCKWALL - 2 COLOR IN 16" BANDS W/ SEALCOAT [ID METAL PANEL CLAD WALL [ID METAL ROOFING (TERRA-COTTA RED) II] METAL ROOFING - STANDING SEAM (TERRA-COTTA RED) [ID WINDOW - SEE WINDOW SCHEDULE 00 STOREFRONT WINDOW - SEE WINDOW SCHEDULE [g METAL DOOR - SEE DOOR SCHEDULE [j] STOREFRONT DOOR - SEE DOOR SCHEDULE ~ WEATHERDECKING ~ WROUGHT IRON GATE WITH METAL SCREEN @ [3l GUTTER \ITl WROUGHT IRON FENCE @ !ill 3 COATS SEMI-TRANSPARENT STAIN [11 OPAQUE GLASS !ill 4" 0 METAL DOWNSPOUT Ii] STUCCO EXPANSION JOINT
gg CANOPY®® g] STUCCO PARAPET WITH METAL FLASHING UNDERNEATH ~ METAL PARAPET CAP @ ~ SUNSHADE AWNING ® 8 18" SOLID CAST ALUMINUM LETTERS - TYPE FACE
MODERN NARROW. BY LES SKINNER CO. OR BUILDERS BRASS WORKERS.
g.§ MECHANICAL EQUIPMENT ON MECHANICAL ROOF PAD ~ AIR HANDLER IN ATTIC SPACE ON MECHANICAL PAD ~ DUCT ~ 14"X14" ATTIC METAL LOUVRE VENT 'jfj._ FLY SCREEN ~ VERTICAL METAL SUNSHADE AWNING @ t!g STEEL COLUMN - PAINT PRIMARY COLOR ruJ 24"X36" ACCESS PANEL ~ CAST IRON ROOF DRAIN @ ~ 14"X14" G.I. ROOF VENT W/ FLY SCREEN
iH SUNSHADE CANOPY @ ® ® ~ STUCCO COLOR A tl§ STUCCO COLOR B ~ STUCCO COLOR C ~ STUCCO COLOR D ~ STUCCO COLOR E
DD
SECTION D1-D1
GAL.V. METAL STUCCO DRIP
SECTION E-E
SECTION D-D
SECTION E1-E1
SECTION F-F
I
-0
···--r--
I .S- DIA. STAINLESS STEEL GAAB BAR 1 S CLE.AR FROM WALL SECURE TD SOLID BLOCl<ING
RECESSED S.S. STEEL TOWEl.----<f----OISPENSER .tr: DISPOSAL
STAINLESS STEEL - ----I-SOAP DISPENSER
LAVATORY BASIN---------<~
liaa;;;;,a=,,;a.j;j....-r- 4• STAINLESS STEEL TRAY
c::::::::5 umr-- , U--- .I,
}i .1
I>------<!
OJ ------------'-TE==A--'-'C'-'-H-'--=E'--'--'R'-=S_' --'-R-'-=E'-=S-'--'TR--'-O"-'O=--cM'-'-----,®5 ROOM 128, HANDICAP ACCESSIBLE
D
□ □
'D. I ;
l[-7 _ ___j
,--- - - __ !f-1'
--- 35" DEEP CABINET
4• X 4• CERAMIC TILE 4' HIGH W/ CAP RADIUS
0 TEACHERS' RESTROOM ® __________ R_O_O_M_1---:---28~,-Hf--AN=Df--l~CA_P_A=C~C~E-SS---:---l=B~LE=-~ 5
~'
15• DEEP CABINET -~
2'-ff' X 3'-o" POL PL -·-GLASS MIRROR W/ CONT. S.S. TRIM
18" X 18" 1/'f POL PL--+------GIASS MIRROR W/ S.S. F"RAME OVER TILE
STAINLESS STEEL ___ f--,__ SOAP DISPENSER
LAVATORY BASIN----+-~ ~ X -1-• CERAMIC TILE---+-
4' HIGH W/ CAP ~IUS =====~r;rri'=:'E;'t'-r4• STAINLESS STEEL TRAY ACCEPTED W~PING OF ALLEXPOSED PLUMBING, ALL EXPOSED PLUMBING FIXTURE TO BE CHROME. NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. TYP. I
~~
-~
-0
□-'T ;.,
1~ -
RECESSED S.S. STEEL TOWEL DISPENSER & DISPOSAL
1,5" DIA. STAINLESS STEEL GR.AB BAR 1.5" CLEAR FROM WALL SECURE TO SOUO BLOCKING
RECESSED TOILET PA.PER ----+-------"-, DISPENSER
OJ ADULT RESTROOM CD ----------------------------------:R::-cO=--:O=-:-M---:---1,----,1c-=2,-, -,H----,--A,..,.N--c-=Dc--:--IC-=-A-,---cP=---:A----=c----=c--=E=s=s1=B---:---L=-E-------I 1
J--0
RECESSED S.S. STEEL TOWEL 01SPENSER & DISPOSAL
1 .59 01,1,. STAINLESS STEEL --GRAB BAA 1.5" CLEAR FROM WALL SECURE TO SOLID BLOCKING
2'-6"' X J'-O" POL PL -GLASS MIRROR W/ CONT. s.s. m1u
- STAINLESS STEEL SOAP DISPENSER
4• HIGH W/ CAP RADIUS
7 l I f I._
□ 1 r:f' S.S. KICK PLA'T£ O BOTH FACES Of DOOR
-·-- 4" STAINLESS STEEL TRAY ,----t,aa;;;,a=,;;;,aaal - ·-·· LAVATORY BASIN
. r-------+h+-- RECESSED TOILET PAPER DISPENSER
f{' VINYL -----.·-----COVED BASE
VC TILE FLOOR
0 OJ -------------------------=B--=U--=S--=-D-'----'R-'----'-IV-=E-'-'R-=-S_' ---'-R=Ec=.S~TR-'---O-"--O"-'M--'--'---__,0
ROOM 133, HANDICAP ACCESSIBLE \::.,}
15" DEEP CASIN(T ---- rW/ 1 SHELr
4• X 4• CERA.t.itC TILE 4' HIGH w/ CAP RAOIUS AND RADIUS BASE
-;·
----
I II
1 5" DEEP CABINET - ----~ W/ I SHELF
STAINLESS Sl£EL ----+----~ SOAP DISPENSER
n [iJ
----------------------~TY-'----'-P_l~CA~L~C-'---H~IL=D-'---R~E~N~R-=E~ST~R---'-O~O~M-'--'--------j0 ROOM 1 21 & 126, ROOM 122 REVERSED \.:::_}
:H+ -□: ~ - -
'++ H--H--'
-- MOVABLE FURNITURE UNIT (23-1/2"X37"X 46-1/Z" LONG)
ACCEPTED WRAPPING OF AllEXPOSED PLUMBING. All EXPOSED PLUMBING FIXTURE TO BE CHROME. NO SHI.RP OR ABRASIVE SURFACES UNDER LAVATORY. TYP.
SOAP DISPENSER -·
4" X 4" CERAMIC TILE 4' HIGH W/ CAP RADIUS
FLOOR DRAIN
□
0
PAPER DISPENSER RECESSED TOILET - ---- -- _
7 18" X 18" 1/4" POL PL. GLASS MIRROR W/S.S. FRAME
b
'
INFANT /TODDLER RESTROOM G) ----------------~-----------1 4
ROOM 110
NOTE: ALL CABINETS SHOWN IN ARE NOT IN CONTRACT
'I I
0 C) :z < :z a::: ~ j::: :z-' < (._) ~~ a::: LL.J < a::: :::::::!Ec:x:: 5= (._) (.I') C)
< :::::! t- ::r:: :::::::!E (._)
~ 'D
~ ~-t-1--r
/;;
I"
" I . L_._ I
I I I~ I I
(.I') :z 0 en
F= m ,,-;
< <i > 0
LL.J _, ~ '~ LL.J ;'3 ·,::
:::::::!E i:, ·::,
0 ::)
0 II J.,
cc 'J' g: " ,..., (.I')
~ "' LL.J ~
r·
a::: ~·
[ill ~
15" DEEP CABlNEl W/ 1 SHELF
FUU.Y FORMED PLASTIC ·----------LAMINATE COUNTER TOP W/ 4" BACK &: SIDE SPlASH
24" OEEP CABINET W/ 1 SHElF
3-1• VENT HOLES O --·--TOE SPACE
4" COVE BASE ------- ---,i==~----,------~-+-·'
TEACHERS' WORKROOM ® -----------,=--:,----'--'-'--'-----, 6 ROOM 115
1 S' DEEP CABINET --·-- C W/ 1 SHELF
jl!I
______ ____, _J i .. -- --- ---- -····· ·-···-··. - c•·ce .. ---·--······- ··-m
--------"--"I Sc...=.O~LA~T~I O'---'---N~AR-'-=E=-A'---r-j\ ROOM 105 \!.__}
ll ADJUSTABLE SHELVES -
"I I
~i
~i. ~ ~i .: I ";'I I ;..,1 i
4" COVE E;IASE • t::c===::=========·:::il-_..._J ..... __ ,._,. ·-··-·--· -· __ _j
IT] STORAGE ROOM ® ----~~~~____, 8
ROOM 113
.. 1 '5' OE£P CABINET - -
2◄• DEEP CABINET -
- FUU.Y FORMED-------PLASTIC LAA1. COUNT£R TOP W/4" BACK &: SIDE SPLASH
CLASSROOM 4
15" DEEP CABINET W/ 1 SH!IF
3-1• VENT HOLE'S e TOE SPA.CE
4" COV£ BASE
CLASSROOM 2
•-·-·--- - ------· OPEN BEYOND - ·
· -· 1'1!' DEEP STORAGE
) .. -· -· ,·-s· ____ _J
INFANT 0 TODDLER
----~I N~F_A~N ....... T /,__T--'O~DDLER CU BBIES ELEVATIONS ROOM 108
. .. .. ·- -- -·- ·-- ·- --- -- ··- L -:: - -- :
CLASSROOM 4
24• DEEP CA.BINET W/ I SHELF
- 3d" OEfP CABINET
PIN BOARD ----·
·--- ADJUSTABLE SHELVES
4" COVE BASE
: --- 1 s• DEEP CABINET - - -
-- 24• 1
OEEP CABINET ---W/ SHELVES AT 1 'i!' O.C.
·----1 · - FULLY FORMED Pl.ASTIC •
-- - -1 .... - .
LAMINATE COUNT£R TOP W/ 4• BACK & SIDE SPlASH
CLASSROOM 3
WET AREA CABINET ELEVATIONS ROOM 120, 123 & 125
IT]
CD r---- §'--1 1·- r r-~ •. ~~=~~~~,,.--S.-r-~
~~ 1oE:E~INET---- ---··t -• _ :?i
. - ~~~-, 'lb~I 1:1 " 111 4• BACK SPLASH -
24• DEEP CABINET --- -- ~~~-W/ 1 SHElF I
------ - WALL----------·· - --··- I
I 2rt' UNDER COUNTER -REFRIGERATOR SPACE
3-1• VENT HOLES 0 TOE SPACE !=========~~~-~--------·- 4• COVE BASE ---
0 INFANT /TODDLER CABINET ELEVATIONS
----'-'--'-'---'----"--'-'-1---'-~c..-=-=~~-=--"--'-"~~ ROOM 108
_J '
J j.. ·- ___ _Q'-· i: ---- _______ ____J, -,I, l
CLASSROOM 4 ~ CLASSROOM 3 [z]
24" DEEP CABINET W/ 1 SHELF
- • P1N BOARD --
4" COVf: RASE --
i-- ---
---- .. ____ 6·-11· __
CLASSROOM 2
0
CABINET ELEVATIONS G) --------------------------4 ROOM 117, 118 & 119
24• DEEP CABINET -----
36" REFRIGERATOR ~-SPACE
30• RANGE HOOO W/ -FAN, LIGHT ANO FRONT CONTROLS
JO'" SUDE !N RANGE W/ - -------- ---- ---BACKSPLASH, FRONT CONTROLS &: WINDOW
lo" DEEP CABINET ~W/ 1 SHELF
STEEi ROOF ACESSIBLE lAODER
- --- 1 5" DEEP CABINET - ----. W/ 1 SHELF
36" WARMING OVEN SPACE MICROWAVE LOCATION
Cl.EAR WIRE GU.SS-- - - ' VlEWLITE
BREAD BOARD
F'1.JLLY FORMED STAINLESS STEEL COUNTER TOP W / 4• BACK & SIDE SPLASH
;;,:
'j> .,.,. '°+-,
'o
~~TH5lAC~for~l!aR0 -- - ·-·-·- -- -·1· -·· llr~+--~1-
24• DEEP CABINET · W/ I SHELF
J-1• VENT HOLES O TOE SPACE 6" COVE BASE -----
9-G". m ~l '--1_] LAUNDRY ROOM
ROOM 106 KITCHEN ® ROOM 11 6
NOTE: ALL CABINETS SHOWN IN ARE NOT IN CONTRACT
(/') "' :z: a,
0 ,,j
I= "' 0
< > w _J w 0
I
I-w II
z: co < '.:.:l; tr,
~ "" (_) rr·
•lmJ· --ir
I I
---------- -----·---~ ____ _. __ ,_ ________________ _
STANDING SEAM METAL ROOFING ---·-·----- ------------·-·
90LB CAP SHEET OVER .30LB FELT - - - -·-- ---------
s;a· PL '!'WOOD --
2X ROOF JOISTS --- --- -- --·--
2X3 STUCCO STOP - -
METAL 3f FLASHING
6Nx5• GA. c1. GUTTER -----t.--....J W/FALL TO DOWNSPOUT I. Lll"".~"""'.""'"I
2-2x6 TOP PLATE
5/8" PLYWOOD -
2X8 BLOCKING - -
3 COAT STUCCO -OVER K-LATH, OVE.R TYVEK, INTEGRAL STUCCO COLOR C
MECHANICAL EQUIPMENT -PLATFORM
5/f!' PLYWOOD ------·
LEDGER ---------- - --· -
R.39 FOIL FACED INSULATION -
TJI BLOCKING --- -- ·-
2X4 C£1LING JOISTS @16n O C
2 X BLOCKING ----------1icl'Jf~z:;i;~J 5/8" X RATED DRYWALL - ---
R19 KRAFT FACED tNSU:..ATION
PLUMBING WALL -- 2X4 WOOD ---· STUD WALL W/ 5/f!' GR[[NBOARD W/ t'° AIRGAP, AT CHILDRENS RESTROOMS (ROOM 121,122 & 126)
2 )( 6 STUDS - --------@ 16" o.c. W/ PLYWOOD SEE STRUCT. DWGS.
FOR FINISH FLOOR MATERIAL SEE FINISH SCHEDULE. TYP.
1 X4 WOOD BASE --------
C:)~T. BfAO OF CAULKING
ST JCCO DRIP SCREED -- -
ALTERNATE EDGE OF f-"OOT1NG
'>-
-11
II II II II
·----.,~,
!----------~ /'r------/;
-·----·----- METAL ROOF Fl.ASHING
----- 2X3 STUCCO STUD
....-,,:;;;!';l~'t--t,''1--------- STANDING SEAM METAL ROOFING
--tt-1+-------- 90LB CAP SHEET OVER 30L8 FELT
- PLYWOOD
k-"'"""'~.+--------- 3 COAT STUCCO OVER K-lATH, OVER TYVEK, INTEGRAL STUCCO COLOR C
~-.a,ii,---------- METAL I_ FlASHING
·---- METAL LOUVRE ATTIC GRILL W/ FLY SCREEN
------ SET IN A CONTINUOUS BEAD OF CAUU<ING
------ METAL ',. FLASHING
--~--·-- STUCCO DRIP SCREED
~-------- METAL L FLASHING
1/2" PLYWOOD
~-- STANDING SEAM METAL ROOF OVER PLYWOOD ~
2X6 CRICKET 024" 0.C.
-- -- MECHANICAL EQUIPMENT PLATFORM
--l---------- 2X4 BLOCKING
>f---+----, ----::::c-- PLYWOOD
I\
-- ··· -- R.39 FOIL FACED INSULATiON
- TJI
-- TJl BLOCKING
-- 5/f!' X RATED DRYWALL
LIGHT FIXTURE ---~-----
[ 20 GA STEEL -----CHANNEL CLOSURE
5/8" X RATED DRYWALL
PERFORATED METAL
/ I
I I
I I
I
2'-6"
\
/
··---------- DRILL A 't'0 HOLE AT 8" 0.C. JN TJI BLOCKING
II /-_ .. ·-- -_-_--
- ------ R.39 FOIL FACED INSULATION
; I
I / / 1·-- ROOF JOISTS
;1 I / ;-- 90LB CAP SHEET OVER JOLB FELT
1 1 / I/ r PLYWOOD
- STANO!NG SEAM METAL ROOF
--------- t,AETAL ROOF FLASHING I I /! ----·--·- METAL FASCIA 3•J~
(FACTORY FINISH) --. 5 "1 "-
-- METAL STUCCO STOP W/ CAULKING
H---,H+--- -----~------· --- STRUCTURAL FRAME
3'-9"
SEE STRUCTURAL DRAWINGS
STOREFRONT OFFSET GLAZING SYSTEM W/ DOUBLE GLAZING
STEEL COLUMN
--- METAL FLASHING
ROOF EDGE FLASHING
· ---- BUil T - UP ROOFING
------ PLYWOOD -
2X8 WOOD JOISTS
-----·------·· --- PAINT EDGE OF EXPOSED BLOCK BLACK. TYP. ALL L'.)CA TIONS
-------------- METAL STUCCO STOP
------------------ CONT. VENT W/SCREEN
~IL 1/4"=1'-0"
\,
J METAL FASCIA COVER -- --------- --·--
STEEL COLUMN
---- ------·- ·--- ·-- STOREFRONT OFFSET G'....A.ZING SYSTEM W/ DOUBLE GLAZING
1'-6"
.. , \
p/1c - - - -'iR, ~-,--.-.,--,--,-,--.-.,,.-.~--... -ii -- -·ti_.,
-- - SET 1~ CONTIN'JC'JS CAU'.._KING
Ii ii 4" SAND W/ 11 11 6 MIL. MEMBRANE
Ii ii ]\._
CONCRETE SLAB AND FOUNDATION. SEE STRUC:-URAL DRAWINGS
FOOTING AT STEEL -BEYOND. SEE STRUCTURAL DRAWINGS
-----·~ -------- FOOTING AT WALL SEE STRU:::TURAL DRAWINGS
-~ ----- FOOTING AT WALL SEE STRUCTURAL. DRAWINGS
--- --- .J ~-----~ -- - _J
E _X_T_E_RI_O_R_W_A_L_L ___ ~ CLASSROOM 2 & 3 V ROOM 117 & 118
INTERIOR WALL G) -----3 CLASSROOM 2 & 3 ROOM 117 & 118
EXTERIOR WALL AT COURTYARD @ --------------12 CLASSROOM 2 & 3 ROOM 117 & 118
COLONNADE AT COURTYARD CLASSROOM 2 & 3 ROOM 117 & 118
c'l a,
"' .,: 0
(/) :z 0 F ;C)
<..) I
w i' (/) N ......
_J _J
G) <(
~ 3: l(, ~
:[ill] -_r T
I
-~--
-·_· -- R39 FOIL FACED INSULATION
5/ri' X RATED DRYWALL
---------
-------
STANDING SEAM METAL ROOFING
'----'\d-\-1+--"-------- 90LB CAP SHEET OVER 30LB FELT
------- 5/ri' PLYWOOD
2X ROOF JOISTS
l<="~l,1-----~---- gJzAw~.c?t\'rr~~ ~~~ COLOR C
~---· -· -- STUCCO DRIP SCREED W/ GRIPLOCK FLASHING
~------ METAL L FLASHING
4 lAYER BUILT-UP ROOFING OVER 30 LB. FELT OVER PLYWOOD
\~------- 2X6 BLOCKING
---- 2X6 CRICKET 024" O.C.
------ 2X4 STUDWALL our o.c. Jk~"l---------- -- 1/t' PLYWOOO
_J_
~I N!J.T~ER~l~O~R ~W~A~L~L:__~AT~C~L.!:::.:ER~E::.::S~T~O~R__'._Y __________ @ CLASSROOM 2 & 3 ROOM 117 & 118
________ - - 2X6 WALL 016" O.C. AT RESTROOM
. --·---·~-- -----·--- 5/8" GREEN BOARD
·· ------------- CERAMIC TILE
R11 FIBERGLASS BATT INSULATION AT ALL RESTROOM WA:..LS
-------- 1 1 /2~ RECESS IN SLAB AT CERAMIC TILE
~-- --·- ---- FALL TO FLOOR DRAIN
-------'Ii"""~=~~=-=----~
-----~~j ~: I\. r ,
"-~ __ ____/'-/'--=~ ... ·-·_.-~~
INTERIOR WALL CD :.:...:....:...=.:....:.:..::~..:...:.:....:.-=-=-=-=-:-:--- 1 INFANT/TODDLER CLASSROOM ROOM 108 FOR ADDITIONAL NOTES
SEE A16
'° en
"' ..;
(/') D
z: ~ 0 ~
F= 0 c...> I
w II (/')
"' ....__
I
I
3'-0"
PERFORATED MElAl.
FALL 1/2%'.
I
_J
EXTERIOR WALL AT COURTYARD a) -----:-------- 3 INFANT/TODDLER CLASSROOM ROOM 108
-~ ---- - -------CONT. VENT W/FLY SCREEN
J COAT STUCCO OVER K-LJ\TH, OVER TYVEK, STUCCO COLOR A
--------------------------~ ---- ------ -- I
STANDING SEAM METAL ROOF -----------
--- 90LB CAP SHEET OVER JOLB FELT \
- --- 1/2 PLYWOOD ----------~\
~~~~ \ \
4'-0"
/\ . \
FALL l /2~ J
DRYWALL------
1-t--t--ii...!!!,,,i-----t----- STOREFRONT OFFSET
-~,
I
'·• J
GLAZING SYSTEM W / DOUBLE GLAZING
3'-0"
PLYWOOD SEAL FINISH------_
-~-
0
UGHT FIXTURE _J 2XB ROOF JOISTS
PERFORATED METAL CEILING
-- STOREFRONT OFFSET GLAZING SYSTEM W / DOUBLE GtAZING
\ \
// ----1---- CONTINUOUS CAULKING
//
L -- .... - - - -~------~
INTERIOR WALL AT CORRIDOR Ci) -----:---------2 INFANT/TODDLER CLASSROOM ROOM 108
\ \ \ \ \
\ \ \ \ \ \ ' \
r----- ---- DRIU A 2nfi5 HOLE AT ~ 0.C. / IN BLOCK!NG
I I I 6X6 GA. GI. GUTTtR -----\
CONT. VENT --\ W /FLY SCREEN
\____ 3 COAT STUCCO OVER K-tATH, OVER TYVEK, STUCCO COLOR A
'"'"' , '------ 2X8 P.T. SILL PLATE
"-.'--- ANCHOR BOLT
------- .3 COAT STUCCO OVER K-LATH. OVER TYVEK, INTEGRAL STUCCO COLOR 8
------ 2X4 FULL HEIGHT STUDS
2X4 STUDS 016• O.C.
------------ 2X4 CEILING JOISTS 016• O.C.
- ------ 2X BLOCK AT CEILING JOISTS
-- -----·-- 5/ff' RATEC DRYWALL
- · R13 INSULATION
- --- 1/2" AIRGAP
- --·-·· -- - 8~ C.M.U.
· - 1 X4 WOOD BAS[
CONT. BEAD OF CAULKING
---~---- STUCCO DRJP SCREED
EXTERIOR WALL AT STREET G) --,---------------------, 1 INF ANT /TODDLER CLASSROOM ROOM 108 FOR ADDITIONAL NOTES
SEE A16
(/') :z 0 F <....) w (/')
"' m ,,.; .,: 0
•1.:..
R39 FOIL FACED INSULATION ---------------·--·-··-··-··-
2X TOP PLATE -•---- ·--------------
STANDING SEAM METAL ROOFING -------OVER JOLB FELT
4X10 BEAM
fj Xf5' GA. Gl. GUTTER --SLOPE TO D.S.
CONT. VENT W/FLY SCREEN
2X4 0 16" 0.C. -----W / TECO EACH END
5/8" PLYWOOD (EXT. GRALi£) --
3 COAT STUCCO OVER K ·\.ATH OVER 1WEK, STUCCO C0l l)R A
WT-BAR-----------SEE STRUCT. OWG.
6X BLOCKING ----
FORt.lEO METAL FLASHING AT WT-BAR BRACKET
3 COAT STUCCO OVER K--1 ATH OVER T'NEK, INTEGRAL S1l1CCO COLOR 0
5/B~X RATED DRYWALL
R19 INSULATION BETWEEN-----2 X 6 STUDS O 16 O.C.
SEE STRUCT. OWGS FOR DETS.
PLY\"JOOD SHTG.
SEE STRUCT. owes.
2" x 6"' PRESSURE TREATED
SILL PLATE. SEE STRUCT.
DRAWINGS FOR DETAiLS
1 X4 WOOD BASE -----
CONT. BEAD OF CAULKING -----------
, ..
~EX'.'2..T~E~R~IO~R~W:.:::_A~LL=-------------0 CLASSROOM 4 ROOM 119
, I 0,
11 CO:
'o I
n
TI7F ,, :11c
STANDING SEAM METAL ROOF OVER JOLB FELT
--- METAL ROOF FLASHING
- "S' XS' METAL FLASHING
\ -Jl--\-+-Hl------- 2X10 AT 16"D.C.
----:fr*-tt---- PLYWOOD
4X10 BEAM
?S<'----,-''---- CONT. VENT W/FLY SCREEN
2X4 016" O.C.
--~------ J COAT STUCCO OVER K-LATH, OVER TYVEK, STUCCO COLOR A
-~------- -- 5/8"" PLYWOOD
<ttL------,;&<'.'..._-,,,L------------- --- iv~~A~l~~~~E~~~ ~~~o COLOR 0
------ --- :J~ ~~i~it,.:10tw!~rot)(:AEZugiA~s
16" O.C.
BX BLOCKING AT WT-BAR
FORMED METAL FLASHING AT WT-BAR BRACKET
----------- -- 5/8" PLYWOOD
·---------------- --- STUCCO DRIP SCREED
\ ______ ----- - -- -
W/ GRIPLOCK FLASHING
- METAL L FLASHING
4 LAYER BUILT-UP ROOFING OVER 30 LB, FELT
PLYWOOD
DRYWALL
---- TJI 016" O.C.
R39 FOIL FACED INSLJLATlON
JX LEDGER
4X BLOCKING
~ 5/B'°X18"X18" GUSSt-~ PLATE 016~ O.C.
- 2)( @ 16" O.C.
~ 2X BLOCKING AT JOIST
_____ ~ 5/15' X RATED DRYWALL
--·-·--- -- PLYWOOD SHTG., SEE STRUCT. DWGS
-- ANCHOR BOLTS & FOUNDATIONS (SEE STRUCTURAL DRAWINGS)
~I N~T~E~Rl~O~R_W~A~L==L=----------------G) CLASSROOM 4 ROOM 119
FOR ADDITIONAL NOTES SEE A16
en m
"' st'
C/1 0
::z 0 -<
F 0
a ; u I
w Ii C/1 N , __
I
/~--
/ ,---~ I I
I / I i : I
I I I I
I I I I
/ / ;--,~-/ I
----------,,0. me~+-' -1----
/
I \
-~•~--•-~L •
( SLOPE TO DRAIN
/ I
r~- -----··
- -- ---~-----------
;· ----
/ I
I
I I
'-
" \ I
INTERIOR WALL @ ------------2 LAUNDRY ROOM & JANITOR ROOM ROOM 106 & 111
METAL CAP Fl.ASHING 4•n4• METAL FLASHING 4"J----------------
30 LB. FELT ON PLYWOOD
STANDING SEAM METAL CLADDING INSTALL PER MANUFACTURER'S RECOMMENDATIONS
2X STUD WALL OHi" O.C.
PLYWOOD 3 COAT STUCCO OVER K-l.ATH, OVER ------TYVEK, INTEGRAL STUCCO COLOR B
METAL L FLASHING
3X LEDGER FULL WIDTH
STUCCO DRIP SCREED W / GRIPLOCK FLASHING
L f1ASHING INSTALL AND FLASH PER WEATHER DECKING MANUFACTURER'S SPECIFICATION
2X CRICKET 01'5' O.C. TOE NAIL TO JOIST
~gt6e:l1Lt~o~k_cLADING --- ·-----\ NO NAILS IN TOP \
~~TH~5~E~~~NtANLi~MRER';------7 \\\,\ SPECIFICATION. CARRY ACROSS \ TOP OF PLATFORM \
J/4" EXT. PLYWOOD \\ ,
' \ ~~E~nb~ r~cJo?:fs \ RIPPED TO SLOPE
RIM JOIST O ENDS OF PLATFORM lYP.
TECO FRAMING CUPS ------- · 0 32"' O.C. TO JOIST BELOW-l't'P. (ONE SIDE ONLY)
5/f!' PLYWOOD BLOCK ALL EDGES
R-39 FOIL FACED ------~
INSULATION --~-__)/
5/8" X RATED DRYWALL · ··
__ _}\;_
I I\ !· ,/ y / \,
R-J9 INSULATION
PERFORATED METAL CEILING
---·-~-----·- 8~ C.M.U.
GALV. NAIL W/RUBBER WASHER
STUCCO DRIP SCREED W/ GRIPLOCK FLASH!NG
J.f.---=-r------- --- ---··--- -------~-----· -- -- --- L FLASHING INSTALL AND FLASH
___ _l_.1.J __ l_
~11
PER WEATHER DECKING MANUFACTURER'S SPECIFICATION
------ 3• CANT. STRIP
-- LEDGER
--------- -- MILCOR W/ CONTINUOUS CAULKING
·•1· A~'----'"'--•·"'---c
=EX-=--T;...::E:.....:...R~I O:.....:...R.:.........:...W.:....:.A~L=-L _A.:....:.T_____:_C-=--O.:....:.R.:....:.Rl-=--D---=--O-=--R __________ G)1 LAUNDRY ROOM
ROOM 106 FOR ADDITIONAL NOTES SEE A16
I (/')
::z: 0 F <...)
'w (/')
JAMB - INTERIOR DOOR/ 29 MITAL FRAME C.M.U.
HEAD - INTERIOR DOOR/ MITAL FRAME C.M.U. 30
31
32
METAL DOOR FRAME
MILCOR CORNER
JAMB - INTERIOR DOOR/ 25 MITAL FRAME C.M.U.
---~-
HEAD - INTERIOR DOOR/ MITAL FRAME C.M.U. 26
JAMB - INTERIOR DOOR/ 27 METAL FRAME C.M.U.
'-,
HEAD - INTERIOR DOOR/ MITAL FRAME C.M.U. 28
1 5/8"
~
JAMB - INTERIOR DOOR C.M.U.
HEAD - INTERIOR DOOR C.M.U.
JAMB - INTERIOR DOOR C.M.U.
HEAD - INTERIOR DOOR C.M.U.
21
22
23
24
~------ INSUlATION ~------- 3 COATS STUCCO
ON K-LATH lYP.
~---- 24 GAG.I. STUCCO STOP &: ORIP. SCREEN
---- Z-F1ASHING
-- CONT. CAULK
MILCOR CORNER ++~~·".r--+--
DOOR STOP --
DOOR JAMB --
2 X 4 BLOCKING ---~
DRYWA.LL ---
JAMB - INTERIOR DOOR/ EXTERIOR WINDOW C.M.U. 18
19
20
DOOR STOP--·-·----~
DOOR JAMB-----~
WOOD TRIU -----~
DRYWALL
JAMB - INTERIOR C.M.U.
DRYWALL ----➔
4 X HEADER
SHIM SPACE ---·
WOOD TR!M ---
WOOD TR!M ----~
DOOR STOP-----~ DOOR ________ _..
HEAD - INTERIOR DOOR C.M.U.
JAMB - INTERIOR DOOR/ STOREFRONT C.M.U.
14
15
HEAD - INTERIOR DOOR/ 1 6 STOREFRONT C.M.U.
METAL DOOR ---~ FRAME
ORY\\'ALLI
!
DOOR -
JAMB - INTERIOR DOOR/ MITAL FRAME
DRYWALL ----.
METAL DOOR -FRAME
DOOR - ---------t
.... ---\,-
HEAD - INTERIOR DOOR/ MITAL FRAME
JAMB - INTERIOR DOOR/ MITAL FRAME
JAMB - DOUBLE DOOR
9
10
11
12
DOOR STOP -·-
DOOR JAMB----~
WOOD TR1M ---
DRYWALL
JAMB - TYPICAL INTERIOR DOOR
- -/'--
DRYWALL
4 X HEADER ------
DOOR STOP ----·---- ----· J
5
A----·-DOOR ---- ____ J
HEAD - TYPICAL INTERIOR DOOR
JAMB - DOOR CORNER DETAIL
JAMB - TYPICAL INTERIOR DETAIL
6
7
8
DOOR - 1-3/4" s.c.---~ METAL CLAD
WOOD TRIM ----~
WOOD SHIM ----1
DRYWALL-
1-1/2"" WOOD CASING W/ -TREATED STUCCO TRIM INTEGAL. DOOR STOP & BUILDING PAPER
WEATHER STR1PPIN~--~
JAMB - EXTERIOR DOOR
K-lATH ---·
DRYWALL -----t<
3 COATS EXT. STUCCO -t-1-------0N K-tATH lYP.
I -J/ 4• SOLID CORE -DOOR
WEATHER STRIPPING--·---
PLYWOOD
HEAD - EXTERIOR DOOR
ENTRAC~ DOOR --- -
DOOR JAMB --
#2 COUNTERSINK -BOLT PLUG & ANCHOR WITH CINCH ANCHOR
ALUM. THRESHOLD -W/ WEATHER STRIPPING
ALUM. DRIP CAP -
CONTi CAULK
SILL - ENTRY DOOR
MILCOR CORNER ~--···-- • ·-
CONT. CAULK
2
3
~~F:;s;:N~ -~ -~ , t STUCCO STOP & ' ~ 1
1
DRIP SCREEN :·< 'oo
~Tii~6S ON =;-r ', ~K-_lA_T_H_(~TY~P~.)L; llli'~~:9R ---t-
PLYWOOD I 2 X 4 BLOCKING - ___ __J
6 X 6 STEEL STUD
JAMB - EXTERIOR DOOR 4
ii; r---·-· -- ··-r-
i > ___ _J ___ ~
"' O> ,,.; ..; 0
1--1---------v'--·-
h----~--'\,---
0
i I LL ___ ~
- T------
0
r
.-. 1/r
. 11·-
' ,-i I
'[>(r L .. '··· ·'
3/4"-1" DOUBLE --··· ·-GlAZING TEMP,
----'-,--J
f,25"' HEAD - COMMERCIAL r,.21' JAMB - OFFSET PIVOT \" 'I EXTERIOR WINDOW\.~ 'I SINGLE ACTING
HORIZONTAL
VERTICAL
--
SETIN CONT. ---, CAULKING BOTH SIDES
l i: ..
.,,,,
l !ii i:i ii Ii
!ii
~
I /--·-- PULL-IN VINYL
I/,. - ROLL-1N VINYL
----'~--
/----·--- ROLL-IN VINYL
/,r------ PULL-IN VINYL /
, .. -----+
I
t=:::::::;i ~ --------+--+ l -
"
3 1: CORNTER POST --, EXTERIOR WINDOW
i
f,27~ SILL - COMMERCIAL f,Z3l CORNTER POST -\.• J EXTERIOR WINDOW \.• ·/ EXTERIOR WINDOW
(28j
lT~ : L. ,.
I
'RL I . :--
d --------"11).. __ _
'17' HEAD - COMMERCIAL '13 \.1 / INTERIOR WINDOW \,I
- - ---- ~-------
f .• -~---,<-<,
-->< CONT. CAULK
------- ""---~-
f>< ·'><
JAMB - OFFSET PIVOT SINGLE ACTING Cg; JAMB - TYPICAL EXTERIOR -( S
./ WINDOW \.
·r -----'\.-~:- 5/f!' DRYWALL
, · '-. -:- --- SISSAL KRAFT
. ----- l ~~- 3 COATS STUCCO ·''X '· / . ·, ON K-LATH TYP.
, ... -~- --4XHEADER
·"'· ~~ 24 GA.G.I. STUCCO
~11,t:':_====::;;:J,,...._-4 ~1~E~ DRIP.
M1LCOR CORNER
t- L CONT. CAULK
- -- Fill STRIP
N k-- I ~- SQUARE GLAZING STOPS TYP.
-- 1/4" THK. TEMP. _ _ ____ _ _ GLAZING SET
IN NEOPRENE GASKET WEATHER STRIP ALL EDGES. TYP,
7 .- --·;;;t - _ 4:c::
w ~ i -
i1f _1i .J_JLL
--- ~ !I
·1>< 15=<" . I ><1
---~:J.1
'1 ? SILL - COMMERCIAL r, 5' MEETING STILES -\.
1 , INTERIOR WINDOW \. :J) PIVOT SINGLE ACTING (1 1] HEAD - TYPICAL EXTERIOR-Ii',
./ WINDOW \.
Tc
'
,-- 1-- ..... - - J
J .. rrr . I" r-·- ~TT"r;-,,,~ i 2 • g~~~lA:RA~~)g0tlR: 2 '
SISSELKRAFT ruLL WIDTH OF FRAME
(20)
f'1 DOOR SHOE ~/
-~~'✓INLY INSERT
1 •· ._· : •
1.' j
( ;\ BOTTOM RAIL - OFFSET 16J1 PiVOT SINGLE ACTING
;· t~R w;NoA~t ';R~~-
- --- LAP '2. CVER \
' FUL~ :.AP AL ... CORNERS
TYPICAL FOR OPENINGS
(12 SILL - TYPICAL EXTERIOR (8 ~ INSTALLATION SEQUENCE -, WINDOW · J FOR SISSALKRAFT (4)
~{',
~ ,-~--------- LINE OF BUILDING
L -- ~~-L / fl~------- 1 1/2"X1 1/2" L STEEL _ 1 ' y ~ CHANNEL
T. ' -- -- C STEEL CHANNEL
- --- N I _t_----- -- PERFERATED METAL (WITH " 50?. OPENINGS) WELDED
TOP DETAIL ~ TO L CHANNEL 1 1/Z-=1'-0 (._J
p 2 1/2"X2 1/2" L STEEL CHANNEL
- 5-5/B"XB" HIGH STRENGTH BOLTS
-t,, 1f'I1ff!L (9
'-~
BC!fJOM DETAIL 0 1 1 2 =1'-0
VERTICAL SUNSHADE DETAILS SCALE 3/8" = 1 '-0"
, : + - :l I i::I:: ll1.= \ "' I ]li1 I
t- --;-- \, I,,•._:,:,' \1~11
~
1
.J.-!.J._.Ll'::::;='===1:== i::':i~"''='l='==i' ::;':::;:11:i=''=l:::::'=I :::'f-ll / Z I _, 2'=f ,~. ·-
CANOPY PLAN A -- V,t ~ --
2'-9
,____ __
ENTRY CANOPY PLAN/SECTION SCALE 3/8" = 1 '-0"
I -- - ~
METAL FLASHING TOP AND BOTTOM
J-5/f!' HIGH -STRENGTH BOLTS
2 LAYERS 30L8. FELT
3/4'' TRIANGULAR STEELPLATE WELDED TO OX6"X3/4" STEEL PLATE
SECTION A-A
~-----=c:j METAL STUCCO STOP -- ----.lf'U?~---"1./!1 ',
25
"-INT, JOINT DETAIL 0
5/f!' PLYWOOD ----------1 1/2"X1 1/7' L STEEL CHANNEL J~O~INT~P~ET=Al~L _________ -tu\_1'--l
3/4~ TIEROO WITH TURN V 1/2" SHAPED STEEL PL.ATE W/ CONTINUOUS WELDS TO ( CHANNEL
BUCKLE AND CLOSED £YES
STUCCO DRIP SCREED W/ GRIPLOCK FLASHING METAL FLASHING --------
4.2X1 1/16 GLASTEEL FIBERGLASS REINFORCED PANELS
~I~,'-1 1/2~X1 1/2" L STEEL -CHANNEL , .• · .'-._-__ -----"'11
E~OO-E...,J~~~;NT~P~ET~1~~L~--+(9-'~--!-.... ,_,'-
ENTRY CANOPY DETAILS SCALE 1 1/2" = 1'-0"
SHAPED STEEL BLOCK ------ - · / /,- / 2 LAYERS 30LB. FELT------- / /
METAL STUCCO STOP --- - / -lL __ ~H~~~.,E~2
01 /
2~~
91 5d:~~L HEAD JOll'IT DETAIL
2X STUDS O 16" O.C.
--------- 5/f.5' X RATED DRYWALL
INSULATION
5/f!' PLYWOOD
3 COAT STUCCO OVER K-LATrl, OVER 1YVEK
- 2X STUDS
- 5/'f!" Pl YWOOO
METAL STUCCO STOP
SUNSHADE AWNING PLAN DETAILS SCALE 1 1 /2" = 1 '-0"
27
28
SUNSHADE PLAN
LINE OF OPENING BELOW
4"
SUNSHADE CANOPY PLAN/SECTION SCALE 3/8" = 1 '-0"
~1f ~~'h~tE6A~f~S TO ~~~L FlASHING
MANUFACTURER'S TOP AND BOTTOM ~A$-=•S 3-5/~ HIGH ----~.--,,"' STRENGTH BOLTS 2 LAYERS 30LB. FELT 5/f!' X RATED -DRYWALL OVER 2X STLD WALL 1" AIR GAP INSULATION
ffi - 2 1/7'X2 1/2" T STEEL INT- JOINT DETAIL 6 CHANNEL O 3'-6" o.c. 1/2" SHAPED STEEL PLATE W / CONTINUOUS WELDS TO C CHANNEL
EQGE JOINT DETAIL (9
J/4" TIEROD WITH TURN BUCKLE AND CLOSED EYES
STUCCO DRIP SCREED W / GRIPLOCK FLASHING
MITAL FLASHING 2 LAYERS 30LB. FELT ---
- 4.2X1 1/16 GLASTEEL FIBERGLASS REINFORCED PANELS
1 1/2"X1 1/2" --L STEEL CHANNEL
METAL STUCCO STOP 2 1/2"X2 1/7' T STEEL CHANNEL O J'-6" O.C.
SUNSHADE CANOPY DETAILS SCALE 1 1/2" = 1'-0"
2X6 STUD MITAL FL.ASHING TOP AND BOTTOM J-5/8" HIGH -STRENGTH BOLTS 2 LAYERS 30L8. FELT----.. ·-------
6~~,iL ~0~~ 2,- ---;;t;z'.':~llt> STUD WALL
SECTION A-A
18
PLYWOOD ---------~
INSULATION-------------- _Ta==v'---"'--~
SECTION B-B SCALE 3/ff' = 1'-0~
STUCCO DRIP SCREED W/ GR1PLOCK FLASHING
JOINT DETAIL
METAL FLASHING ---=====-='si~ilf~:-::::;zi 2 LAYERS 30LB. FELT
4.2X1 1/16 --------+-~ CLASTEEL FIBERGLASS l-~-r711K REINFORCED PANELS ?L--=f;J:~pdj 1 1/7'X1 1/7' ------~ L STEEL CHANNEL METAL STUCCO STOP
SUNSHADE CANOPY DETAILS SCALE 1 1/2" = 1'-0"
------ PLYWOOD
G
19
1" AIR SPACE ----------'1!'1R~';;_,;;R'~;f_:2=1J Pl;r"-,,c-;111t:t------- 5/f!' X RATED DRYWALL
--'lill&-------·-- INSULATION
- STUCCO DRIP SCREED--- - --
METAL ROOF - 5/8" Pl YWOOO
METAL FLASHING·
3 COAT STUCCO OVER K-LATH
----~ METAL STUCCO ):-. STOP
- · ·---- 1/2"X6" LAG BOLT AT 16" O.C. t/2"X8" ANCHOR BOLT---SET IN WALL AT Hi O.C.
~STL=D_W=ALL--H=EAD=~J=Ol=NT~D-ET=Al=L~~E)r-=-2-, BLOCKWAU, HfAD JOINT DETAIL
SUNSHADE AWNING DETAILS SCALE 1 1 /2" = 1 '-0"
G 20
HINGES AT DOOR :,;
$t~ UNE OF ~ COUNTER -1..
ABOVE
CABINET PLAN FRONT DETAIL
' ' ' ' ' ' ' ' '
,--- ,,--1 ca
-,;'-----
~ ·~ \1-~L rn: _ -~---= $~--~.
CABINET PLAN FRONT DETAIL AT WALL
13
14
15
16
9
10
'
L _ --~=--~1i0N~:R ABOVE r ill~,,;; r---- --------v1- METAL DRAWER
-
r--- -------1,/\~-1, i GUIDES BOTH ' - I SIOES ~=---_-2='.J 1 / 4" PLYWOOD ~- '! BACK
CABINET PLAN BACK DETAIL
l __ _
WALL
- RECESSED HARDWARE
3/t."
CABINET PLAN -BACK DETAIL AT WALL
11
12
J/ 4" PLYWOOD DOOR PLASTIC LAMINATE FINISH ALL SIDES
UPPER CABINET -FRONT OF TOP DETAIL
RECESS ---· ADJUSTABLE SHELF HARDWARE
EDGE BAND -EXPOSED EDGES
J/4" PLYWOOD DOOR PLASTIC LAMINATE FINISH ALL SIDES
J/4" PLASTIC -LAMINATE PLYWO. SHELF
CONCEALED ---SPRING HINGES
PLASTIC LAMINATE FINISH
UPPER CABINET -FRONT OF BOTTOM DETAIL
3/4" BANDED PLYWOOD FRONTS
BASE CABINET -FRONT OF COUNTER TOP
-·· r~/\ --1-~---1
3/ 4· BANDED -PL YWOOO FRONTS
4" T.S.8. ·-
T!LE FLOOR --
BASE CABINET -
I I
1X4
FRONT OF BASE DETAIL
5
6
7
8
,., ;:;--
L SCREW INTO STUD
----..--+-- RECESS ADJUSTABLE SHELF HARDWARE
r
UPPER CABINET -BACK OF TOP DETAIL
UPPER CABINET - 2 BACK OF BOTTOM DETAIL
t L ____ _
BASE CABINET -
1/2" PLYWOOD
1/4~ PLYWOOD
1X4
--- 1/4" PLYWOOD BACK
WALL
BACK OF COUNTER TOP 3
I i I
I
1X4
L _ _i ______ _ --~-·--··=-=--
BASE CABINET -
-J/4"
3/ 4" PLYWOOD STRETCHERS C 24•0.C.
- - .. - 1/4n PLYWOOD BACK
3/4n PLYWOOD
BACK OF BASE DETAIL 4
0 C) :z: <C :z: a::: I:!:~ :z: _J <CU
~~ a::: u.J <C a::::
~<3 (/) C)
<C~ I- :I: :::::EU
~ i- II~ r 1 -;-:I
!~ --.-1J i ' 1<j : ' -.+1: 1 ____ i_L_l :siJ
, ,
29 25 21
30 26 22
31 27 23
32 28 24
17
18
19
20
lffih':jf------- PLYWOOD
-~-~----- 3 COAT STUCCO OVER K-LATH, OVER TYVEK
1!-;.'",1--------- GAL METAL flASHING
--------- SILL PLATES
rc-...,,--'-s:"",-.,,--":---,,--',,-l/ill<'IV------- (aEi.:;.o~0~JLY) j------- FRY REGUET 2-PIECE
EXPANSION CONTROL SCREED
EXPANSION CONTROL JOINT - BLOCK AT WOOD SCALE 3• = 1 '-0" 9
10
11
12
SET C.I. ROOF DRAIN FLUSH W/ TOP OF PLYWOOD ROOF SHEATHING
ROOF DRAIN DETAIL SCALE 1 1/2" = 1'-0"
-~- JOSAM, CAST IRON BEEHIVE DOME AND ROOF DRAIN
/ METAL FLASHING
/ WEATHER DECKING OR
UlLT-UP ROOFING
"' ~ PLYWOOD ROOF SHEATHING
-- 2X6 BLOCK O 4 SIDES TO JOISTS
It-------- 4" DRAIN PIPE
------ 2X STUCCO STOP
--------- CARRY ROOFING OVER PARAPET TO STUCCO FACE. NO NAILS IN TOP,
------ CALV. NAIL W/ WASHER
-------~-- 1/2'' EXT. PLYWCOD
-flt-------------- 3 COATS STUCCO
'
1 \ --- - - - -- -- FULL HEIGHT STUDS F
2X BLOCKING
PARAPET CAP DETAIL SCALE 1 1 /2" = 1 '-C"
NOTES:
---
"'
2
3 LINE OF BUILDING OR RETURN FENCE
2 .. SQ. H.D. WROUGHT IRON TOP. BOTTOM, AND GATE RAIL
2"X1/2" WROUGHT IRON PICKETS O 4" O.C.
------ 2" SQ. H.D. WROUGHT IRON POST
------- MOUNT GATE LATCH/LDC.<,
I HANDLE AND PANIC HARDWARE @ 3'-6" FROM GROUND
- 1''Xl'' /10X10 DIAMOND I EWWM WITH L METAL CONT
CHANNEL EDGE AT GATE AND 'NITHIN 24• ON BOTHS1DES
COMPACTED SUBGRADE
- WELD 4~X4"XJ/8" METAL PlJl,TE TO BOTTOM OF POST (TYP.)
A. WROUGHT IRON GATE lS SELF CLOSING AND SELF LOCKING. CONTRACTOR TO SUBMIT SHOP DRAWINGS. B. BUTT WELl)S AND GRIND SMOOTH ALL WELDS. ALL WROUGHT !RON SHALL HAVE ONE COAT OF
PRIMER AND lWO COATS OF PAINT. COLOR TO BE FOREST GREEN.
WROUGHT IRON FENCE SCALE 3/8'' = 1 '-0" 4
I ►' , .. ~, i
I ~ i • . i O
I ---··: -·t-11 ! ;;,,:: l ... LL . .l~
(/) :::::> 0 LLJ :z < 8 __J (/) t __J __J z LLJ - V) u<« (/) t- ~ -- LLJ .J
::::!E Cl ~
32. STRUCTURAL STEEL:
A. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AJSC SPECIFICATIONS CURRENT EDITION. ALL STEEL SHALL CONFORM TO ASTM AJ6, BOLTS TO AJ07.
B. ALL WELDING SHALL PERFORMED BY CERTIFIED WELDERS USING THE ELECTRIC SHIELDED ARC PROCESS. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR REQUIRED FOR ALL FIELD WELDING. E70XX ELECTRODES SHALL BE USED FOR ALL WELDING.
C. TUBE COLUMNS SHALL CONFORM TO ASTM ASOO, GRADE B. PIPE COLUMNS SHALL CONFORM TO ASTM ASJ, GRADE B.
D. LICENSED FABRICATOR REQUIRED FOR STRUCTURAL STEEL, TO BE APPROVED BY CITY OF SAN FERNANDO.
E. FIELD WELDING REQUIRES CONTINUOUS INSPECTION BY LA LICENSED DEPUTY INSPECTOR.
F. ALL FULL PENETRATION WELDS OF A BOTTOM BEAM FLANGE TO A COLUMN, AFTER THE FULL PENETRATION WELD IS COMPLETED, THE BACK UP BAR SHALL BE REMOVED, THE BOTTOM OF THE WELD GOUGED OUT AND FILLED IN WITH A COMPLETE PENETRATION GROOVE WELD.
G. BACK UP BARS ON THE BOTTOM BEAM FLANGES ARE TO BE REMOVED.
STRUCTURAL NOTES 1. FOUNDATION DESIGN IS BASED ON SOIL INVESTIGATION
PACIFIC SOILS ENGINEERING, INC. AND PRELIMINARY GEO TECHNICAL INVES flGATION SEPTEMBER 12, 1 990 WORK ORDER 11 240-A
REPORTS PREPARED BY: ENVIRO-RAIL SOIL SAMPLING AND ANALYSIS JUNE 6, 1994 PROJECT NO. 924W325A
2. SOIL COMPACTION REPORT AND FOUNDATION FOOTING INSPECTION REPORT BY THE SOIL ENGINEER SHALL BE REQUIRED AND PROVIDED TO THE BUILDING INSPECTOR AT THE JOB SITE PRIOR TO THE PLACEMENT OF CONCRETE IN THE FOOTINGS.
3. MAXIMUM DL+LL SOIL BEARING VALUE USED IN DESIGN IS 2000 PSF FOR FOOTINGS AT 1!!" MINIMUM BELOW LOWEST ADJACENT GRADE AT EXTERIOR FOOTINGS AND 18" MIN. FROM TOP OF SLAB AT ALL INTERIOR FOOTINGS.
4. PRIOR TO THE POURING OF CONCRETE, A REPRESENTATIVE OF THE CONSULTING FOUNDATION ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE CITY BUILDING INSPECTOR AND THE CONTRACTOR STATING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT, BUT THAT NO CONCRETE SHALL BE POURED UNTIL THE CITY BUILDING INSPECTOR HAS ALSO INSPECTED AND APPROVED THE FOOTING EXCAVATIONS. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE CITY UPON COMPLETION OF THE WORK.
5. CONCRETE SHALL BE FROM A LABORATORY DESIGN MIX FOR 2500 PSI FOR FOUNDATIONS, 2500 PSI FOR SLABS, 2000 FOR PATIOS AND WALK AT 28 DAYS. CONTINUOUS INSPECTION IS REQUIRED.
6. CONCRETE COMPRESSIVE STRENGTH REPORTS BY AN APPROVED LABORATORY REQUIRED AT 7 AND 28 DAYS AND SHALL BE PROVIDED TO MTA.
7. PROVIDE EXPANSION JOINTS IN ALL SLAB WITH A 1" DEEP PLASTIC 'T' STRIP OR 1" SAWCUT IN THE SURFACE OF THE SLAB - SEE DRAWINGS FOR LOCATIONS.
8. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES FOR CORRECT AND COMPLETE PLACEMENT OF SLEEVES, CURBS, CONDUITS, DEPRESSIONS, NOTIFY MTA.
9. CONCRETE BLOCK SHALL BE GRADE "N" CONFORMING TO ASTM C-90 AND SHALL MEET THE REQUIREMENTS OF DIVISION 24 OF THE CITY OF LOS ANGELES BUILDING CODE.
1 Q. MORTAR SHALL BE ONE PART CEMENT, 3 1 /2 PART SAND, 1 /2 PART LIME PUTTY AND SHALL MEET THE REQUIREMENTS OF DIVISION 24 OF THE CITY OF •_os ANGELES BUILDING CODE.
11. GROUT SHALL BE ONE PART CEMEHT, 3 PARTS SAND, 2 PART PEA GRAVEL AND SHALL MEET THE REQUIREMENTS OF DIVISION 24 OF THE CllY OF LOS ANGELES BUILDING CODE.
12. A MINIMUM COMPRESSIVE STRENGTI t OF 2500 PSI IN 28 DAYS IS REQUIRED FOR MORTAR AND GROUT.
13. ALL HORIZONTAL REINFORCING SHALL BE PLACED IN GROUTED BOND BEAM UNITS. GROUT ALL CELLS IN CONCRETE BLOCKWALLS. .
14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, AND SHALL MEET THE REQUIREMENT OF DIVISION 26 OF THE CITY OF LOS ANGELES BUILDING CODE.
15.
16.
17.
18.
79.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
REINFORCING STEEL SHALL HAVE A MINIMUM LAP OF JO DIAMETERS IN CONCRETE, AND 40 DIAMETERS IN MASONRY, UNLESS OTHERWISE SHOWN.
FRAMING LUMBER SHALL BE OOUGlAS FIR LARCH: SHALL MEET THE REQUIREMENTS OF THE CITY OF LOS ANGELES BUILDING CODE AND SHALL BE GRADED AS FOLLOWS,
~~iPJGi) xwtstigfsli~u~~R~gg~;} iiL\JoJ?~ifN s~f£NuT?~TiT~i\',SiuiAEL ALLOWED) 2 X 4 STUDS, BLOCKING, CONSTRUCTION FB = 1050 PSI. 4 X 6 POST N0.2 FB = 1250 PSI, 4 X, 6 X, 8 X, BEAMS - SELECT STRUCTURAL FB = 1600 PSI. 2 X 6, 2 X 8, 2 X 10, JOISTS - N0.1 FB = 1750 PSI.
ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TRFATED, INCLUDING POST BASES. (SOAK POST BASES TO OBTAIN SATURATIOS).
THE CUTTING, NOTCHING ANO BORING OF WOOD STUDS SHALL BE IN STRICT ACCORDANCE WITH THE CHY OF LOS ANGELES BUILDING CODE.
BORED HOLES IN JOISTS SHALL BE NO GREATER THAN 2" AND SHALL BE LCCATED AT THE TOP OR BOTTOM NEAR SUPPORTS, AND ONLY AT MID HEIGHT OF JOtST IF NEAR MID SPAN.
ALL NON BEARING WALLS SHALL BE PROVIDED WITH 7 /3t' X 3 5/lf' POWER DRIVEN FASTENER AT 3'-0" O.C. AND 12 INCHES FROM SILL END.
FRAMING CONTRACTOR SHALL PROVIDE ALL THE NECESSARY CODE BLOCKING, NAILERS GROUNDS, ETC .. AS REQUIRED EVEN IF NOT SHOWN ON PLANS.
ALL PLYWOOD SrlALL CONFORM iO PSl-74, DOUGLAS FIR WITH EXTERIOR GLUE GRADE MARKED: STR I DFFA STAMPED
SHEAR PANELS STRUCTURAL 1 Pl YWDOD (THICKNESS AND NAILING AS SHOWN ON DRAWINGS).
PLYWOOD AND PLYWOOD NAILING AND PLACEMENT TO BE INSPECTED AND APPROVED BY BUILDING INSPECTOR aEFORE (;OVERING.
PLACE PLYWOOD FACE GRAIN PERPENDICULAR TO ROOF JOISTS. MlNlMi.JM PLYWOOD SHEET SIZE SHALL BE 8 SQUARE f-EET, MINIMUM WIDTH 2"-0".
UNSUPPORTED EDGES SHALL BE BLOCKED SOLID BENEATH SHEAR WALL AND ROOF SHEATHING.
NAIL GYPSUM BOARD IN ALL WALLS WITH 6d CEMENT COATED NA!l..S AT 4" o.:;. WITH SOLID BLOCKING REQUIRED AT All EDGES.
LONG DIMENSION OF GYPSUM BOARD AT CEILING SHALL BE PERPE!\/DICULAR TO JOISTS,
~~E. ~A1~5~ .. A~0~"G °.JNu~~ j1~1EiA~o6Li'B~At~NG, 19/64 HEAD oR NUMBER D9B
NUMBERS OF NAILS FOR CONNECTING WOOD MEMBERS (GALV. AT ALL EXT. UNCOVERED CONDITIONS) CONNECTION JOIST TO SILL OR GiRDE~ - TOE NAIL BRIDGING TO JOIST - TOE NAIL PL.A:"E TO JOIST CR BLOCKiNG STUD TO PLATE - ENO NAIL STUD TO PLATE - fOE NAIL TOP PLATES - SPIKE TOGETHER
- LAPS AND INTERSECTIONS CEIUNG JOIST - TO PLATE - TOE NAIL
LAPS OYER PARTITIONS - iO PARALLEL AUERNATE RAFTERS
RAFTERS TO PLATE - TOE NAIL RAnER TO RIDGE CONTINUOUS - INCH BRACE TO STUDS AND PLATES P\.YWOOO SHEAfH',NG -W BEARING CORNER STUDS AND ANGLES
NAILS - COMMON 2 16d 2 - 8d 16d -16" O.C. 2 - 16d .3 - 16d or 4 - Bd 16d - 24" O.C. 2 16d 2 - 16d .3 - 16d .3 16d 3 - 16d 2 - 16d or 3 - 8d 3 - 8d SEE NOTES ON DRAW 1NGS 16C - .30" O.C.
COMMON NAILS ONLY ARE TO BE USED. CONTINUOUS DEPUTY INSPECTION IS REQUIRED.
LATH ANO PLASTER - MATERIAL SHALL BE EXPANDED METAL, OR WOVEN WIRE \.ATH AND PCRTLAND CEMr.NT Pt.ASTER, THICKNESS 7 /8" MINIMUM, MIN!MUIJ NA.!L SIZE NO. 1 GAUGE, 1 1 /2" LONG, 7 /16" HEAD, MAXIMUM NA!L SPACING O, AU .. A.S ~JO TED IN iTEM 1, TA9l£ NO. 47-1. LATH FURRING "iS TO BE A MINIMUM OF 1/4".
' i ! 1~1 i I I '.· ·1 ',,01
'11Ji':'.'j, I ,;_l '::
(/)
~ 0 :z: __J
<C ' a:::: ii:2
<...) ::::>
I g; (/)
[fil]
"1-\':'_j --0
0p ')I I I I
(..~, \,._:\,·
.__Tj
')
--i -(
2] ~ T_
0
,::; ~
z. ,· ,. l' \·
i -
~ 1-1'\
~~! )
r_ --<
ic I"' ,r. !.-'" 'i:· v \/ 0' > :\I
1"11
!~ 1-...J
j~I
" L
< 0 0 J?I
~-----'i
I I
[ rn ~ , I
(>. ;:; ,. \J'
< N
~c
" "' ' t, •
+-f .-I ,;: ; n1
: ~1 i
1
"r ,
(rn /0 -,
,,
0 ',-r
/
()'; . ;t·) '1'\\ (co ( )>' Ct ® ..._---.J· ,v-: -'- \ t;; I
l'.:._1) ~~- \J;'/ \ , ~- -!
i) (,v I I > •.
~ ~;:; ,-- - 1 \
1.:CO,a t·,; t~ ""i:' r;,..f\ t'---o , i\!1\t,::' I
~ ~ f'I 't• t~i:'. I /,, ~~- 'Y ~ ! ':'.J_/ !
~t ~ ! l ~~ I i '\, I
.:~- 1 _ rw 2, ,::i. i{t) t _ ---~"'- "~·:-=-~-=-::-~~-1-=-,~--:~~-i ~ ~""
'•':( r0v,• I - \cc-·""7·-:c:::S:·°::,cc-:-t·.:.::::-~.\;_·_:_:.... ';{~ ~ 1~ !~t v..," ,/ --t.--... --==-,~ .... ~-:--LS-ir-::--·:----r---,: I ir, i;11 t;~- I l ... s. I ' t..illc
--0
-----@) ~~ -_~:-- - ~- :" '\ .... :-~11.) -~-,-i\ 1 11 \ \ '\"\ 1\ .~;@3\K:\ ~~,c_ 1 ~tt!.I. ,.:· 1\-1-- q.:-. . -- ' ' ' '.t• , ~I:'\~ 1- 11'1 111, •• l',,,.J ... '..~ .. , ' '\ 1 ~~p-
·•. ' ' lj.l'.'J: \'\ 'I L''t - , @) c<
,,....-, r-1 1 L - - 1 I ---- --::-=I 11·- \ I l I {,Jo .. , ' - --- '-~J ~--~ •- - - i I I / I · ""~• I \ _ - ---- - I ._r, / t ,,_,.
~ I '!, I l,rl '', 1'1 ;,~---.J:'=-=,\·, .:,:/ ~ 1'·'~:t\>-.;..._, - ii~ I ril. ·p . - : - ···\NI --r;--@?) I~- -- ' ... - - ;~.--- --·· . -----@)
,., I • ,. 1' ,, 1-I l i 1 ___ I IV' t->
;-•) . ~ '.·.
~ · , \·-111 · v ,.~ •·v .:.~ r' \\.. ·~-•~u;--@, ,_ C-.~.:-;~----, 1".''-0 O ~ ~,•, -, :\.J'\•_ ~~~ ~(,. r~,. '1-' l I :i...L 1
1, '
1 ~ J" ~ ~./1:t!-~,;-~ /2
_, '· --~•'I ,,. ,,,. ,,, \ '',n\) l'I 1,,___ i,;, i' ~V--1 ,o {f'J f\.f~ 1;, -----·\-.--- +--"'_ 1 i=> t•~1'1i'•:\ V
:\_ \r~"-1 \ 1 :,"' ;S. ~~/~ ';:;:\ :::.\ -- 1 111 \ r--_ l1t:_ c[> I <' ';."C..J•, "":s
(~) \ \\\ l '!: ,>,-(;. 1·"'1 '•~, g~--1 I ti 1,'.'\~ ,: I o \.,I •" /'I \7,' t ",:•-t '•~ ~'1,_- / ~ \~ I ~ 0 E ❖T":,:J1h, I ·~~~~3_1 :4''·~ _ _11\:_-..;.~:!--"'·-;f,l:i: ~•~1\1\;~ "4ry
·- rr0, -\._/
~·---- ,: I I ,,,/
'I I , I ---~ \\I \ \"\:~~ ~~-CJI) .... , , \ __ 1 -- 11.,___~-_.1 \_I::::.- 2:J, ,:.__ ~- - 1 - - \ .- r)I , .. ,
I .... "']' ,•".J + , ',,.--·7 __ ~-" J. __ ._._'.--::----·,.1,_ .. - s"'•• J'".i.\0>1 ;, 1 I t? .. --r?'': '•!.. ....,;
_cF
' --- --'"' j I ~ ---- I •
-L, -.~,. \:1_.., ' I ~ "',:1.,'<\~117 L' -r I 1\ - "', -- - J ~- ~Cl--~- ::i·r - _-- \ _r-- ~-<l'l __ - P~~r-:- .... -t,- L-- --
"•.:$, ·, 'I \ '',- \=iu, l--·--~,--v--1, ;---,-, ,_, ,.;.,;,., -~ ·---rr @:) /,, L_ ~.:.:.:;~'f-~~-r_'__:-.'1-..',''"'"
t#F" ! I
~:!7"""] \'- ·r,
~'c ,z "'-o ll -1->
~,.~ \.)-()
7J i J> :z
[')'
. (,-! ---
1·· \...l:;,-
;:-;~ I'" !) le )> V 1'
- r \~ ..1• ...J ,"
;;t .,.,,,
@'·
L-7"-(?
~
~ p_·:p- ~~ ~--- '"-~;\_j '~~ J ~~-. \-\~. -~ ,-'~-~7~~ .-\ \ ' ~::~ ___ _rl)~-==~:~}i-;~~,::- -- ~ ~~;o-~ ~/6 C~•~ ~?,~~1:,~ ~ !r:;1-:\)'., tJ Q \ \ t "i_',._ • ,.,0 0~ I ,!'·(·,<';,.-:,._ _c-·._, l \ ''/f -\ .. ....-1!0 \ -=. -~--~~~--~ "'\ ".- ,.,~ .r ro ~ ~- ,[n~ ,c,~ 1 ~ I•~ -:0 / ~'
}J. ~~-~·1!' ,,o ,!'}• /~~.-:/ -~<;;;:~10-="<~~:-t,;_ ··\> :~J i•j" '~-~ . ~-,, e>• ·•·~ l •• <o<· o •.. -.--, , a'". , : V' \ c · .,-.1~) bU <?~ ~ cc
U• >"' \/''' ,7 ', ! ·J '•• ., ... ' • ,·C ~ 1· ~- ~ .,- , · .\~ /lf'• '-__.__~.;1-- ~;-I' ( I'[:")-,\ N _;,, , . 1 . ·_{'".-· ';'\I 0,:
\:--.•.$))-•,,•, .... , ,: c-< j 'R .r ,,
./c<f ·6i0:~+- {\~-?~.,·,. ,\, ·~:, ~~ ~, ~-· f , It ~r l ~ 0
/~b \ I '-.__\_,' \• ~-'. :_,~: • ~1-~·-$'?: ~ ~ ~• 'i
~ :, tt~}f :~:Llt1J:;~~ f ; -,!'\",\.----·.-:-,- ,..,, -'<;). ,., 0
,_ '-4 c,-t-1 n\ \ _} ''.1.. • \tl_/
1 1 ,;""" '~q\, n cv ' 4q, ~ \ _____ L_ .. a_: ~J::.\ 1 '' "' •~. \cJ.~,\::f'':ii ··c=.c::---c':'J ,---. -- "'f'"-s ~i~'
J. ~_;:~;.:_z;-:.1\\\--f:~~:. ------~~11) '1~/.~F~_L)'•,~f~~~'> i/
;I' I l ;, \:.· .t-_ _/,;_,, i ~- - --- • ; s"\. "1 ,, -?- I ', \· ~ '. . <. ·~ /~~ 1 ·1 ·· ··, ... ,;,-0,0 ;:~:/ ··, '.,,. I\.D'·t" c; ,._.._ ;•, I ',
/,•'. I ,, , .. ,. \ ·,' .,, 'I "\
\
\1-----..:,..J, ,1~, ··• i-t" ·,;,;,v
/,'.-c"- -\,:,n' f~ I __ j.f; ,.';•' i : ,.-ct
l1 /// l I ,0';;\ ,1,,
·~~": I:,· i ~& , 1 Ii
'/ ' I, :.t: j;' ; ~!'.D ,/;jl__ L A
I I
/ ~ ~ ~-- 1_:
I ~ ~ ~ 1:i 'l iji,._~ t,
i"
\
:, ~-' _,:, r---- ,,,- l '., J I --•·1
\: ,:.~~ \ r-· ;~ -;~-lQ, ~1:~;
i' -' ·-r:/1 r >.i<'\I i'-.S, t ··
I- ~ -r1,::.:J::_ ,\_l i_J /,1,•l' j (,.-<S). ~~ --__ =-~ ti ,~~_'S' \ 1 ._ ... ,. I I ~ / .J 1 ~
;j{I , ,, ' I $~~' ~~.. : : "5,
I • '... ' I i:' ,,~..._ _\-..I 1 01 : I Lu): ,:<."", \ t ~-. I ~- .,, ~= I \ ._>fJ ·r 1')1· ~) ~~ 1 :-·:~;,. .l-~ t ~ , .-\·\ \ ·"' 't,d· V iy ·: 7 ~ \ ·, ,; ; .; \ I (ii_ ~ i
i -~·-~\\ .,<:_ ··-~.-~ \_- i1)J r 1; [
l\,._.J-;:::.:::: ...... ;1 1 , I'S'' " ~ : _ ·1 r:j- - l-1' 1.1. : 1~~-:'"·s
- ti' .. CT,:,:~ 4- 1 1 .~ I ' ~·<'D ~; --- ____ . __ :,i?-' /;,:' ~\jc'. ~ ! I ~'
L -~- - 11 I •
~9/ \I,\" .· -, 1 i -i- !---(~f(~l ,-..1,,tp~ , .-{'~!'-"l, . : i ·-,L/
/1', ~ - ' / '(; ~- ,, i : ·•'1 \ \ _,· I ., I --1--J. c_:- -\.<.\!
I\•~; I/ J I~~~~ ·· \1 /- "'s.._
\ I /r/'. , \ \i t ... ·v 1 _::l ; '. \ vl ? ~ 01 1, \ ! i: -~-1,) ... ,- 11\ - '!'-:\: ,- ~ -~ ~-; \ 1 ~I I 00:b1l') 0, I\ ~ i\~~1=\.~- )r -f>-.. ; .. ,-:z~ \~). \ /~ G'-!11 1l fl /i1;.,. ,..._o'/<'J
! ,_ •... -- ,11:--~ r' a~-_, I q ' :•Ve/ ' 'N, ---\\ 1 ~ -, \l, i' ~ -, ~ 1_t:;:l11:_'<{ :-- , . 1 j !J./ ,._0J_~,,
lrfT:l~ 1: 'l', II: I
1, 11
I :I ,: jJi
N
' >) ,, -~ ,-0 ,-j, F ..J--1 :i--n,
11 ti\ (/~"\ I! 1 ~ )', ~ @-·-r :·· 'Ll;~ }: ~I \) • ·.,
"~ 1 I · ,. .. --J-:::, ! "1'.+o - - u, - j -/~'~.- ··, - .,.., -~~ =;:..· i-,s,~ ()
'O!T,:; fr"- - I ,'?a_,_
ti..
·t&=={-•-
<~;) \, __ ,
\ I'''' -,L,\ --r<l·~--
-=--\\',:T52'=!\\i~~:1ff~:/r-9·~--r:-~?~. i"' ;.:II ~'(),~ \I\\ ,✓ ,(} ()~ ~)\ l' "-l_
\ j ""·'-t; I 1\il ,.,r❖ .:-,. \ ~ !/\ .... *1':\ -:tt \ \ ... 11 I __ .--~. -J·1 -- - A"' ·. vl
-A \l-.:y- - ~ _, ... U' <'\ ;,,_.---
:, 1,1: -~' :-,.;1;.., ~ ~, f , 1. I j· :\,. ',~ \ /4,,..,_r.:f" '"'.0 _, iji=- ·' I \ ,:'I.,..
t~;! ,\,,ti ·1 ':': 1i>11
' ,:.. • +"': I h
~:t ~) .; ~~ I Ji: ~t-~ ' ( l ;,, I jt ~~ o/ir~ ~~? • .,. .:I; - -~ /jJ_.~
(l ',;, ' -;-- - -., ,_ ·\ --~ '.O". ~1-:....;::_::.. t.,,i\, J.>-
~ ~ . :Jr_:- '\\ ~ .\ )1 \i. i
----(~)
I
I
-..\
' h IF;-, rJ../
:. / 'Y. ii/ .• +,c \\ \5\ t\:,
; 1-+o /!; 2'~- --,b\, ~ ;, .e,- //;.. -,lc_c~ ,.,,_. I 1.\ ,: 1'l
~t} ~lj
t:::::,
~
_,__Lj__ /l0,"----~
.·.A') ~ "'· \~ \ )
N_ r-t' \ -:- ;~. 1-::- I l '7--\• I ,. ,. , i
(61;~; ~ \_::_ --_Ee~-:-, ,/ -:~ : -;:' -:.:=:r-=-c_~cc1~-. ~~t-..... 12L..,o c,, .·,. ·•· ··-@"· \ ~ 0.. ,1,C:> -- :,?- • "'.-.~>,,. '::i_;~
,,.p .c, I .,,._ V t,) -;,,cs \ ~ :-.,c.
i'p-=-- V 'I\ ' ~ ... (;.:; - : .f. r..., _ ~ 12.k r "" .l.)H, 7 lj • .. ·. 0 9,. ·-- 6
1
11 ~ <.1.,.,.~,. ~ 1!1 ~\•.~ '· .. ~ __3
:r:-..1. £'-;;-~· ..... \•': F- ~., r...,
::;,iv" ~-~I ~
-n +-- 11~-.-:". -- /.I, ri' ~~·-·~~ ~· ~ ~ \ ((,
_,::-__r _[j ! \ I '\ \
r=·:-··--·~ ·1
1
.\
fl I I ~✓ :J-::!:
!o,. : I ~ f~'
C ,~~·. r{ ~ i ~ J r,: ·_,._
'"
0,Y ~ '7 ..t:,._ ~ ....t,.r '...\ \ '~\-....
. '<:,'
:'Tl
@'\ 6> ,,'
II
Cl, ...;_ ..
"
\)= > 0 1D ".
~, ,\\,. ... -I
JJ,.
\J'
,ct ·CJ}•
4'·
' ' ... ' ~~l·l· 0 ~ ~ ~)- ~-t~
\ ({T'\ ,~;
~ '-:,--'1• ~-:: I -·--_! ..:_W--.::__-r-=-.
• I I
'' : ·11.,. .. - ,, ~~" ' ~-~ I o"' _.,;_ I, ,..
"
11 {'"' '\,';>! _._ 1\l---1
·1 pr I' •----1, ___ --'l--~ _, l:.=...:=c --~i--,--.. 1 · - -- -\0J)
I /:' •
~ ~ ,i\ I';? ~L. ~ .. ► ~_l t) (~le.), "3 '.!: 'l -
0 r. '-".. !': J\
I':-';
~' ,I1 .... __ /
,, , .. ·o
C' ,Gl)
"" )>
'" ii \\
, \\-=-,,-!,, 1,
(771
(}<]I,
I q,
-" ... 'J1
~
~ \,1
ll i~
~ -' -
,J•~! I . l 0 k I . t:l)~ I .. , :l
"'
,!
[@ FOUNDATION PLAN ~· .. -·~-... --·· . ~M·~ MTA SYLMAR/SAN FERNANDO .___: . . CHILD CARE F AGILITY
SCALE 1/8"=1'-o" DATE 04.13.95 ~1--om . _BY !IJ'P. • •
smucruRAL ENQNttR
DIMITRY VERGUN 1546 11H smm SANTA MONICA. CAIJfORNIA 90401 TEL 310 458 9919
MUTLOW JUBANY ARCHITECTURE ARCHITECTURE URBAN PLANNING INTERIOR DESIGN 2536 NORTH VERMONT AVENUE TEL 213 664 4373 LOS ANGELES, CALIFORNIA 90027 FAX 213 664 4376
------ ___ _.... ·--- --~-- ........... .
4/1,;/'ts .. .Sflls€T Z] 0 f = /
A;
Al·
B·
c,/,. c,-r
l2 /
2 -._,. ?J.1) \
IL 0 r-----
H
NOTES:
roo;::- r:. -<\, 11 , 1-·--5cf..E ._ , . ,. ' I ·AJ
1/:.3,''= ·-011 "
::z: <( _J a.. (!) ::z: :::::i: <( a:::: LL
LL 0 0 a::::
0 I
1
,; .. e,LKG
,;/ pcy IOd .:>G-6-12
w/
1f211
PLY IOd ,;:J,;,-G.-12
• I
DEPTH OF ~x::t.v.--
TO e~ APP??VED ,-f B'l '??ll- £:r~Cilf' .. lt..S-R Cl'-!'P:;
/, -'Z,d;..,:?lc.,
A~5'-;)3Zoc
-- 2,._G Ql61'0.c.
'7 I
5/s''ny .
J~"'-=::~":~
---2x(o'c) IG'o.c.
I . r., 1'-4" i
,f
~-- .~· (, .. ~ii:'.:
~j-e
. _ ::i~LJ STL;i)l.-J,I.LL
~H:.R!; APre:t-.k
4G._ ___ _ ~4!
" 2,. 'd:b -
'?fUD l,,Y<L
.--1'1 C·':'\C ~L~?. --1
h! ,.ft3 210cc. EA,; lt-l c,m,
I _/-·?~I -,
_,,..----
vi'cr ,1' A.,. ? G'-o\,.:
2-.,ouo eu:::o / -1/z"FLY L _ L __ (-_ ----1 ~~~==111,,Ti) 'i ,/ "i"
j'r - '' i --· I Ll_ ---. ----r -~I ··-2•NA!L£P. 1,J/ "
/ I '. I ,1 w - 13 Q ~2 ,,, "ie:· __,, l 3/"1 <t .,
@----
®
® $4
I I
·-w w,:2
L V4•rt. '11-' .... MI";, N/A -
nl!
2 • 5 IOF'
1t 5 ,.")1~/ £.!, hi
i N• -,
i- l I I ¥ t-::,-;
@
! -,•1r _R J TYP
! I ~---··.
~ i/z11PL't I0.-::1-:;;:) 2-2-12
-'--:- ··1 ~t----1-+_,-1---~ __ ,.._
l co :::.,,._ .... 1~1 ~01,,.JE.,.._S • "e
I. 0
'
-r~1 I-------- - -·-::_ ~)C-1..R T-(F.
!
2' - c~ _j
I ' J
i c/ I_ i211 ~---. f
g'.-_,{/. __ _ 4'-01!-~:<
i' 2#S B?1!1(r::;nr.'
i --- • ,f-
------,1,.
i 21 ? l;,-711 {co,,,
1911
·i
J_ 21-0'
1 sa 1·
te'_r'!_f" l------ -
__ Jt~ ::,1e~o.c..
;t ·,f , -------- l __ l"'-'C--i.R Tf'F
l_ __ _!::4'_ t I
12 WALi. ON L/NE'_':=1_.1..~·~------- . --
t® @,c_,••="
~ ('"JI' '<::._:-
ON LINE 'B.3 •
I
(_ I
r,s '::+--------t·-~. 1'~1 or '--.::::__.,,
(/) __J
~ w 0
" 0
~r-
I
l
11 3 --;:) 16 11( H j -- -
~~
VOID / ro''
@- 111 = 1'--0' _______ .. ----·
12d ;)G" --. -l/2 11 P:.:( .BJ -:JG~~c.- !
\' I t I
7r+}~,, 1 ~-~"~-l . I ! . I ' I -,
I: - , 1' 1 ;
I ""~J.__, --__/n •- 2•1' .JIG11
?I l'1 ?-;.::?N 18 2 Ill . . · -__ I :2 d I',-.) ~} 0 ~ 2"- ~-:;:LID l,.lt.c.L-
. ' V?ID
'2 ~ SOLt D 8Ltc'1
' --?H,\P~D NA.ILER W/
:3/ .. ~11t:t, A.5. ';) 2'-o'~c.
(c...?~NTE~SU:--t i(; . 3 "N,l..lLf.R-~[
11 '- .... ,_J__ STG2'}G- ~Tl<:.AP
- _.,-l/4 ~ ?TIFF i eorn "?IDES I •A ,;10. !
' ,, ~-,-====c~;J C515O 'STRAP ;) '!l, ·o o<=-
w 1"1•5~7 1½'), --:,,-10 t..ED::'..E.R ~/
3/-4" 4>- • A.~. r,,4~o'!,,. ---2•4
Vl-?""'-- 2• 4,;:, 2<1"v.c. __ _; "1•10 '-
-~-- t-JT 4 • G.S
·---V4"it. W/
2 - 3/4"4> A .. ~-'- -- I>- .
1/,;
&,12 --- _/
Ets} 1 ''· i': ~-~------ --
&i'1CMU Wt-LL·
-:f!"~~ f3 l\~') -·-
@ ----~--------,n_-c: 1'-0'1
,.,,/
b -
I -·r---
VOID
1/4'~;
,i" <t Pi PE COL --
~---- ------ ·----- ·--~ lt'=ll-o'I
I ---. -, 2." 12..:)12•·0.l
--------- A :, r;: f A ' E:A t;.1DE
2,. ~e::,vlD P.,;.,KC:, #-5 ~1~\v)
EA f1:..::...~
r ,/ 3"- ~OLID BLl<Ci
I
·-- 3•Nl<IL~R
----- ~/4'4',qc:, 11 .A.B. ~IG11 cc
., --l5 CMU
1-------- --c4-=, - - I r::==· ...... :::'] '
L . . -\-----,
" 8(MU
! : - G" 10 E.~1
/ £oc ,:::;
3"-N.l--!LE.R
W/3/-1'¢-,iC"1M.B. '?) IGu::c
®
~------ -: ·- ]J"~ ·_ .. -~- -t·
II G .. G P:7~T
'
it 3 ',:J f11(H)
.-- 5TG23G ~A SIDC
I r,---c---1:---~-,---~~- 11' ~. . . . --7
~----~r:-)JL~~.: ,-· t~ G,10 BM__....- . -\ '-.___ <;,10 Br1
·---- PC 66
6•6 POST --- __ ./, __
I
® 1"= 1'-0'
--- -------- - ------ ------ ---------
lod~"l" __ ,--~, 50LID &LKC. ', : u 'i / _,,---'ra PLY 2•12 ;;:>1211oc
~ I
I
q) I
~
~1 ~- ,1~-~1c·IOd~4" i --3• Ril'l JST ------- ' 2 j, 4 C<"NT--· , \...__A~SF;;) 12''0.c.
_l:2.~~\_J_ II __ @__ 11
~'1 ....._ __ 3,13 NAILCR W/
811CMU --
3/«; 19 • 1011 A.6. ':il 24't1c
-it401G11 (v)
®--1"---1' ___ 0_" ___________ _
3• fl/dl£R
II it4 ';;)P, (V)
t 3-;;Jc,"(H)--
@11· t---c-c-+-------------------- ----
S:::i 111 = 11-0 11
'·· 2• 12 ~ lz'1t> C
2• ?Tl O WAi..L- -
8
11
CMU WALL ---11• -,-•'
I
~// /~ f/ /
·1. . -----r-'17' 7 -c f
lt-<1 0~''(v) ~ I //1 ; r • " ! t,QS') , l _ 'j
- if 3 r;;) 811
(HJ TY?.
i; 5 ;;:i:c;," (V) T{P,
TYf'. 1- ltfiERS[C,ION
I i L ________________ J
,'.JV ELrVA1 ION ON Lit-IE •c· ~ V.l~ 1'-0"
,, .t3.;)S TIE-----._
q-1U WALL·-
" ---·-- 112 srer 1Cd Q4-~· IZ
~\-- ··-·-··--· -- ·---- -----------\&' 111= 1•-011
12·0--iu /
I /. l
f F~~:::~~-~,- -,-(j.-1) 7Yf'.
e,\:.{vlu -----,-./ _-;
/ t'.-- ···---11.4:;; lv)<'fP
{Sf'\ TYF; CORNEil ®~,,-.,,_-o,-----
j
_i
,n a,
"' .; 0
t,! ;:,!;
0 w I-
(/) 0
__J z
~ (/) <{
w w -.t C) '-' V>
~ ~ rr:--~
I
' I.
l
o"
;;
I
,! <' :j o,
1
I ·1 -3·un-P
~l--•~•-~o~•~-1• ••&T(•
,,,--:;--,. Vl~LL ()ti I IIIE ; t-:'.i-1~~~;'--'=--"-~ ------~--- · ~/i'~:·-o,
--l·il2(26
/-:;;;-v--- Cl::,,"4 II ~A.-.C rt
,'_:✓_ ~.\~., /; ;t~u~1,;:4x --1-
rf_ =~ =_p_ -~ -= _ _/
!l "C.1"1ll ~AlL
-U"}:)€,l'{M)
'"-,_,___ __ =~---".I
[ l:---,·-o" ___J , l r
@ S' \c ~/4 1'- 1'·01'
.... _, e.~
r,¥-t-
L~~-~ ,;--+--"--+-J_.i__/
~-------~ ',/4~= 11
- 0~
8~Ll-1U -
!-',:=.t- PLJ.1-... ~C'C.. "-Cf--f)
@ S6
,. -ft
r-.;p', 10 "'10/ .. _'
(7\ ST L FRAME ON LI NE C \.§7
STL FRAME ON Ll'IE 2
V4'rt. _I : I 1 ~.:s·,i,..,6-
-1~4> ?1D f"IF'[ l<-""'l, I
TYP I/~~
--- ,4 -~ <~,~--:~f,<., ~1e rt T-1'1!2~45
j ---~-:•\ ! r / ___ __(_-ill, . ___ -·· -·-=1
:_ :,>- ?/4"4> /Jlh 1-rF.
-......_ ;;If> rt c,11oer 'r,s.)
~-7,,:::;,4;--;:,.-:--_ C:, ,_:-;c-;-: •. ----------
~•-•'S· _/ •,j'i,, rt _/ ~-":>/44' ~I!!- I
I I !I
:,,4'' 't.
Q~ r a• ✓ ""'"'"'"
- - I ------- I
!. --.~----:----::___ - --
-r-~I ' -- -.. -~-j/; Iii l ii UTuf _____ ! /fi-~;t.oa~· l ~t-h "'1JlL.,c,, .-o• • ,,,., ",, .••
-,-------, ~ -- ======:,
~-'--~;;.,-=~-~--l·J,t: jl I' .. :>.11c...,..)J'-o•c-.c c- ~ .,11E.<:,. '::)12'0.c..
cp
0
, I I I
L'l rn .,-; --<i 0
"' < C,
0 w
(/") I-0
_J z
~ VJ <(
w ~ Cl ~
[j] ¥1 7' -"
I I I I l I
l l
@ 1"~1'-0''
G9 S7
5TRA.P oJ e'-ollo.c, '7/MPSON G?lSO
,~
G"G PLC:.~ _ ...
2.-A. ~ fA '?JDE
-2• 4 8 24"0.c. --A35e..;... '?lDt:-
L,a
' " Ill= I -o
@ 1''c.l'-o"
3;/\t f-1.C "Z) i-oitoc. 0Th:.;~'i:)
!QJ, ;)A_11_~
~/,,;' PLY
HPt.T25 -2:4'-o" -
~ .. ID LED/jSK
@ 1"= 1'-o"
f--
--1.,J 12><2/o COL
·A 35 F EA SPACE
BETl,.I JS.TS
, ',O~ -;:Jo-~-12 --- 1/2°';,,_y
- PAI '35 ,;;) 4~ - 0110.c
.-· ?,/e,11
PLY
__ 2c/1Jr BLK".:t
' l.
H 2.~ Tl5, ----
2"'to81<c-,•·--- ~
A~5~ 16 ;
""" r.) lb --- .
w 111 ® 1"-1-0
® 1''~1'-0"
--2• BLKC;
-A 35F ~ 16"~,,: PLY JOINT,
_ 1/Z' p~y IOd - -8"-•-i'2
4.,.f2.6M,,.. o~ ~lV-':4=.t
® 1•= 1'-o''
® " 0~s,?1 I 1111 •=-- 1'-0
11:'.c.;; --~•·-o ,, ••
--2" B:.J<c:;
e"c1-1u_
~f I
.,....,· 41-0110.c ;---2,..0LK.C; .,.,
" z .. 4~1G:,
. -2.•'4---;:, IC~ ~c
I
l
t
I
~--
:cr·l.,...d
E L ~ V, T I C ', 0, I L I fl I: A. I
i--1 I \~"'"PCS]
2- '='/f·11
,::P t--10 -- \..... \ t='ts,~a,c>J ce ~----~, ---- c.,'1~J•
;·, ;i 11 II
\~:-----~1 · FT<:;
\
L O Cc'-
1'c o" f
rTC,
F-0~ .t.1 IS:HO,C
E'Oc..1
illf-----------@ 1"~1'-o"
@
--- ---------
~1.-
i
@ 1''-1'--0"
lx8 ...J1c.• ~ (_i ·, SIM \ ,,ff]
ELEVATIOM ON LlliE 3.2
+-
1/21
PLY -
toJ.;J ,-3-12
/ A'!-4(? ~A; JC'l':>i
- "fJ' PLY =L I0<]2H--1-12 ----··-'...-:::::.-_.,_. . ! -~ ---,---~
' ' ' 2x8Ql0,:;c
HU2S '?LOPCD
,,,,----- ~ "'\
1/z"p_y es _/_I' r: 1aJ '";;):,-3 12 \\ 3,..G ;:>1c/o.c 1.DWS~ L~v~L \
411CVNC ?t.>-e-' .__, 3 Jt. P.T 'S;LI_ ~
1,-1/¥32 6 E.t,.1,-..; '"
IN C~OFS~\___
-. ~ --:--,=::1. -. -~ =--=-:=.c
.o;~",p ""12° ,P,..E.,
--;) IODOC
f--
,•r= 11-o"
®-----\2:.._S/ 111" 1·. o'
..;>-..1,.~€.r:> 1-l ~- L£;.,:_ :C-1<:0M ~"
12..J ..).!'
_..----IOJ .. J-+'
2 · =- 4
2. ... 4
I : l
---+--U--r--'-'---·----~ __ .J_ ___ . ___ _
@-'-_::- ELC\.1ATl~>-l Jr,.; Lit~~ L2
\~l'•l·C"
,1e'PL'f --·e.<>1 ....)4 · A 12
;l/4 '4' ,\ P., ,D 4 '•.?'C.c.. 7•~-.,,~E.DM
I I
+-----~-~ ' j_ 'l'_J
I ~-
i
--;- 3/!3' PLY
/ s,,l-.,4-4-12
--2 ~ C. SLOPED STUD5
-c.• '<lle,<;L.Qp(D
en_; D\.IALL
2~, ,;~~f'E.r, 'STlJD5 -
(H) . \... I
--;:;1:--+_R"7_t?__:F_ .FR,\Mtt--lti 59 / " __ ___l"LJ,l-1 OF ~A.c,-1
I 4 = 1'-0" PART OF - 11-lE- 5T01<Ac:;E.
., ., t6' PC{ TYP- - -
4 S'3
R07F :;s, .- , _-
- - j - 3,. 4 ~LK!1 :
-- _I
@1"' =- I -o''
> r_· -I
®1•' I -o'
B,~4?
_,,ST }t.,G, 3 - "1 .. !3 BM
-'l•G 5L?PcD ,,-,_u .D --- .. :J __ r·L= -3 " ?!?LID e1..i,::c.; I
'- '\ __ [ - -DBL SILL R.
I ~--~r~~•--:-• :-·-.--.-··-·-~...;. ·1 .
C~ISTl'l. ,sn,;_p _____ __,.,/
2i --1" ' '3::~ = 1-0"
~/41Jtp .. 10d/.._f:,
01~.,"o.~ ·
ii4 7'Jl3nr.r.
----- 4 .... c; SLOf'~D
C..TIJD
_L_ •r l. , -; =:::_"'c:?? __ -c=~~J 1t3 21'?"'1~ __ ,/
EA t,J it,; Ct-,T~
I r~-· l ® 59
12 S9
0>•1, PT po,,--_
------
i;:·3 -,;,
- ©
r
-4 HD"i J/2",;, LA,:; E\OLU
-1:~:t~ I I ! 1 ~-=<me
+-- 1,;" 1 @ 59
1o~~ P.T. ?o,;T -
EID 59
0 w ,-. (/) 0
_J z I.I)
;::: «
w ~ Cl ~
~ l~
"' ? "J'
J i I
L 7
LI'\ CANTILEVER ON LINE 'E' @ I/B'-1' o'
2 SIO
ELEVATIOcJ ON l_!_t:J_~----~----1/a•- 1'-d
3\_p 5.iC P!P£ COL..
v:,v-<'
,,. ---;-I ,2 • ,, I 1/.'
·.1;,. r--f>!..SE. ft :,/4 ,_ ,12, ~ 12
i I
~I
-==111·•=·i1n= """11='•1jjjj
/ W/ "I· >/ 4"4> • 12 1' A B.
I I -
1111
---)-it':iTrt;.S
9 "'
j Ji -L_-----'-----:-.:_"'-, ,, I j ' " ~ <LR I - _____ , ___ 4
-l---- --'~~-()·
@ 1''-i'-0"
J
11- 1'- o'
l \, _v -I 1/-1 I I I I
J
!,-f:i,M.e.-
4\:oNC. SLAB--,
,,, '
' l I l
·1 I !:~~ ... :,::, -...
@ 1"-1'-o'
1''= 11-011
+ , r
,._ 11-0"
s;e" Pc--<
-- '3 CLR roe ANCHOR
WLl,, -,YP.
'?IMPS:.?N
,-- .A.CE. ~~ PCJ-'71 e.ASE"
/ ,, - 4 CONC, ?LAB
_/ eo ,._ 12 Bt,.,'I,
-,.- ~
' I
f-lUC G.12 f-lANC..E.R
CONCt,.A.._E.D FLA.N'1E.
-, --- -IOd -:;)4'
-- 4• f>LK<;
./ I :O- lbd To ~A '>l"UD - 1
~-14-__J
l/2PLY STPl 10~ -;)FH2
3., P.i. -Sit.L J:t:.
3/4'4> Id!>.
--::;) I'- "'1ei.c.
2-H,-..;B-~---;
@ 1''-11 0"
14'' TJI ;Sc~ ib'oc -DBLJSf
>/o'PL'/~ : __l_
- l ~~~ 1'17/j[
~{;::-.::-U:Lr1 ·- , -1=4°,-: i -~ . -__ \ , / ! j ·,, , · . ...._ ~1t-1PsON LSTI -~
'~ ';, 12::>ws BLt'.C, EA <;ll)E,
CF OPC-NINCi
@ ® 3/4', I'- o'
l
"' "" ..-; .; 0
J
t
VIBRATION ISOLATORS
ALL AIR CONDITIONING EQUIPMENT SHOULD BE EQUIPPED WlTH SEISMIC
RESTRAl'T CAPABILITIES FOR EARTHQUAKE PROTECTION
V!BREX, M.W. SAUSSE AND COMPANY, INC. MOGEL NO RMJ, WlTH 3/6" RODS A'D MIN. 1 /2" DEFLECTION CROSS BRACE FAN COILS TO JOIST ABOVE
OUTDOOR HEAT PUMP UNITS
VIBREX, M.W. SAUSSE AND COMPANY , INC. MODEL NO. RMS-EQ, WlTH 2" O.D. SPRING, 3" FREE HEIGHT , AND ONE INCH DEFLECT , MIN. FOUR.
□UTD□□RS PACKAGE HEAT PUMP UNIT
VIBREX, M.W. SASSE AND COMPANY , INC. MODEL NO. RMS-EQ, WITH r 0.0. SPRING 3" FREE HEIGH f, ONE JNCH DEFLtCT MIN. FOUR.
M::1AL f-ASTEN[f,/:,_:,
f.MARK Jr/SU'_-PiNS,DURJ DYNE FASTENERS
G"11P /\:All SHALL llE INSTALLED
BY'GRIPNAIL A!~ HAMMER' OR BY
'AUT:lMAHf: FASTENER [C,lUJP.'
f"R'.J~ ED::iE Cf L;'l[R CCATEJ; 1,1/ADHESIVL (MIRACLE FF%)
fNDS UF L. INER SHAU_ BE
o:,;c
BUTTED f"I~ML Y TOGNER
_llliC_LUNEfs _ DOAfL_ NO SCALE
VERIFY VOL T,'\GC::
2cs1;:4c,-:-60
r;,>:Jf;'1 T-·SIAT
'B' JR ·t· REVERSE.:rt'I _ ---~ 4CTING ON 1.:0C!...lNG OR
rlflr~YE\,1[U_ PR~GR/\M- ( rlCA-:NG
ABl.l T 'cUU S 1CG4 [ f I _ -'-s-,s;- l L[St.: '.:i\..1
~:~~~RSE" rrs C[1['LJNG , y) l$r31 j -'-- ~ t :
, j : I ___ L __ ,
-c_ __ t Jlf-ih-.:=- ,-J- --L ts l (?4- --- --1 --N J---, __ J rjj .. 'o ,- --- _, ' -
:,,1 : , _ _,,ID::j-_ I \D'K..BlREV VAL VF
L___ ~-- I - ---~ --- -- --
1r-..ouc~ U'JIT
FAN COIL
JUT DOC'< L,'.~'. T
HEAT PUMP _, __ SPLIT AIRCON_D._ SYSTEM __ C_O_NTROL DIAGRAM
1118-0UTSIDE AIR INTAKE'. \IITH BIRDSCREEN
CANT STRIP
F'ILTER
PACKAGE AIR CONDITIONING UNIT INSTALLATION DETAIL
2 I RL 112·
RS 7/8"
HfAT PUMP OUT'JOOR \OISTURE INDICATING SIGHT GLASS UNIT CU-1
\ _ lrVIBRATION ISOLATOR
A ,.-f'.QUIP'1(tJT PLAFORl1 /-------, •:LAMP
,, /~~·-,.,✓
'--------- SUCTION PIP[ -~-~ , ; --y', THERM.C BULe ~=-~--' :t , L CHARGE IJALVE Rl ..c.~THOJ OF A TT ACHIN:;
THERMAL 6:.JLB TC _ F~ ' SUC"'ION I.INF.
FOR PIP[ Sil[ □" Fl[X'BlE CCNNE:TION TYP SE( SCHrnULE
FILTER DRYE.~ Win-I REPLACEABLE.__ CORE
COIL
VALVE
SPLIT HEAT PUMP PIPING DIAGRAM
ROOF TOP PACKAGE
l\iR r:nND,TlnNI:-.IG ~;NIT
RCJM THERM□STMT rAN S,,;. VIfH GL..ARD
208/240 ! -GD
i I --'-~ Cc_)
\ TT _L_~J. -- i
Ar~D NJGHT S[ ... BACK~,, - I
"-..., I
@
Q:) Bv E!..E.CT:.?iC CON TRAC: r□ i.? ~--J:.-.,...._--k-7 i,.5~rj_;(":'_) G
PACKAGE CONTROL DIAGRAM
SYMBOLS
'~· _____ __j
______J' ------7 ;, ___ J_ ___ ___ J
[ ___ J__ ___ } Cf~ ~ [t] ~ ~71 [71
RS
RC
- - -ccws ----- ---
--CCW?. -----
AC. 3.C.D. :.:'.F',I CLG JB. )ET. JN. [! E,__Ec. EXH. F. 0.A.
AND ABBREVIATION SHEET METAL DCCT, FIRS[ FIGURE 1S SIDE SHOWN
DUCT FLEXIBLE CONNECTION
LINED DUCT, NET OPENING SIZES GIVEN
MANUAL VOLUME DAMPER (MVD)
FlRE DAMf>ER
SUPPLY DUCT IN SECTION
RETURN DUCT IN SECTION
f-.:XHAUST DUCT IN SECTION
SJPPL Y DWFUSER, ARROW SHOWS DIRECTION CF FU)W (CD)
CE:UNG RETURN REGISTER (CRR)
CEILNG EXHAUST REGISTER (CER)
REFRIGERPNT SUCTION
REFRIGERANT LIQUID
CLOSE'.) C1RCI T WATER SUPPLY
CLCSED CIRCUIT WATER RETLJRr,J
A!R CCNDiTIONIN:; i:sACK DRAFT DAMPER CUBC. c-EET PER MINUTE CEIUNG DRY BUl..B DETAIL DJWN EXHAUST 0 AN ELECTRICAL EXHAUST FhHHENHEIT OLJTSIDE. 1\IR
ENERGY NOTES 1. TH:: CA<_IFOR"l!A \JONE RESIDENTIAL [NERGY CONSERVAT!ON STANO.AJ(D dAS 8[~-\1 f~E::Vl~'NEt·
ANO THE )ESIGN, DR.A.\'"lll'JGS AND CALCULATIONS COMPLY SUGSTANTIALLY 'v'IITH TH~S[ STA~WARDS.
2. AlJT'.)MA ";IC TEMPERATURE CONTRO_ DEVICE FOR REGULATION OF. SPA.CE TEl\,ff'[f~A -,-UR~ SHA'....L BE CAPABLE c;; BE!NG SET !R0"--1 55F. --;-c 85f. AND HAVE THE ABIUTY TO CPE~A"'.":: THE HEATING ,!.,t-J::: ·200L11\;G IN SEOUEMCE. CONTROL SHALL GE ADJUSTABLE TO f-'lwv1:::;::: {\ f~A\JG[ Of i_;PTO lOF. 8E'WE::N FULL HEAIING AN[l f'.JLL COOLING AND llAVE CAF'ABIUTY -::.r TERM!NA~ING ALL '-iEAT:NG AT A -:-Et,.-1?:':~ATURE NO MCRt: THAN 70F., AND c,c;:,_1~J::-. t..0 A TC:MPE!i'AT,.;RE \JOT _ESS THAN 75 F .
.3. EAC7 -iVAC SYSTEI-J S:-1Al:.... BE :':Ql..,IPPED V.1TH A READILY ACC,[SSIBLE MA~J,.,AL_"f AD..:·~,~TA.~~[ 1\UTOl.✓.AT,C MEANS CF REDUCING ";H:: ENERGY USED FOR HVAC DURl~~G PE;~!ODS OF 'WN US[.
4. -RM~SVi:.:RSE JG:NTS FOR A'..L .A'~ S;_.'PPL v DUCTS INSIAl.LED WHERE A'R LEAKAG[ WOUt..L' BE \ONBENEF:C1.t\_ TC• ":Ht. oc:::::JPIED AREA TEMPF.RA TURE FffQU!REME'.\:TS, SHAL_ [j[ s::::A.._[G W!-H t,.P;:>ROVAL 'vlASTIC OR TAPE.
::i. ALL GAS cor,JTROL C:-UR/\.ACES WITH Li::SS THAN 175,000 BTUH, AND f"A.", -ryp[ W.A_L f'[ATEl~3 SHALL Bf. OF -Hf ~i::" (PlLOT'...ESS) ":YP[.
6. A V.AINTENANCE ~AB~L WILL BE AFFIXC:D TO t.1ECHANiCA;_ EQUl;:,v\ENT ANO A r,1A:NT[,\.'ANCL MANUAL '::i:--lALL BE PROVIDED FOR T:-JE O'NNER"S USE.
7. C:::XHAUST FAN:', TO Bf '11\-,-H bto.~-<. C'RAFT DAMPER. 8. ALL OUTS;Of. AIR INTAKE T0 A/C UN:TS fO BE EC'...IIPPED Wl':H BACKDf:<AFT DAMPtRS. 9 ":l!CT Sl)LND tt-JSIJLATiiY, c.,.lt'-l '\JG SHALL BE Ml~IMUM ON::: INCH W!""'."H M NIMUM 65 JOJt-.03
PER CUBIC fEF. - DE 1,JSl"~Y. 1C• ALL uu-:::-s Ex,.::os[O OR ON THE UPTO 70 FT. LONG SHALL 3:: 1VRAPP£C 'N,Tr 2
'NCH o~- FIBf:R (;L,'\SSS cq R:.JCK v1c:....i WITH M:N. 0.75 PER CUB,::: F[l:"f JFt-~5-lv_ FCC\ :]'...:Cf f:l::TW'.:_EN :.'IJ-150 F--:-. GSE 1" OF FIBER ROCK WOUL lf--JSUU, l!ON WI fH Ul1\ O.S PC,;NO PF.R CUBIC FE'=.": DENSITY.
;1. AL:... DU·':TS BET"NEE', :-1_00R, Ct~AW_ SPACES, to.TTlCS, UNDER FLOOR, OR B,\SH1nrs t;Prn 70 FT i...ONC: ~':AL_ BE \VRAP~ED Vv'lTH ~/2" c::- F1BER GLASS OR ROCK woe-_ l!'l'.:.~U_;\TION WlTH Ml\. 0.5 PC-S,JD PER CUBIC FEE- DENSITY. FOR OUC1 8t_f~VEf-_~: ··l'.P Fi :_:'-NC 1.:s~-1" i=-:eE~ ·';.J,S::: OR RCC,< WQC',_ lt,JSULATION WITrl C.5 POUt\'D ~ER ::C.,BIC F:":~ f :'t:-S'.: .. >Y
(~[[\JE R AL UBC occurANCY
C: f>SSl~.CAl,C:..J 2. r:or--F.::[t....);:J Sf.ACE$,. CIR::,_•tt• Tl'~(, ___ AlfL(EXC[f) r IN ~lWELUt-lC
l,1ATERlJ\L (s:...:,::1: P.S '.:xr,::sED CC\-1M1JNICA-IQN CABLES,INSU<_ATED OR Pl;:,'NG, f-''.::t: C::;'\JDENSATF. ~AN lt-JSU~ATION, LUMlt-J;JUS M3S, AND OfHER PLilS'.I(~; H-. IN r:;;',JCF!YD SPACFS USE{) f() ;:ur•JVFY CIRCL,l Sl.WP_Y. 'v'.'...,['~ COt.1:::!-..STISL[ M<\TERIA'.. !S TO SE LOCATED lt,J Tf-1E A.BOVE SPACFS, 1T ':>AL_ BE APPRCV'.:]) gy L:::1s AMGELE:::i CITY FOR S~.'CH INSTALLATlm,·.
J. OUC r;s_r;c~•{)I ilONEI? A:'"<_ AN[) Vl:'.'UJ! (1._~lOi\·_ Alk ,\I DUCTS AND Pl E~UMS US:::::J TO (:::)\, VE v Hl( COl•JDI -1:·-.:[;: Alf( SUPPLY OR \/[~~Tl~ATION AIR, TO BE IAAOE OF CON f!,'!'. iCJ\J~· SHEET METto.,. JP TC BE :..OS AN'.':;~LES CTY APF~OV[D ')~;CTS.
4 OJ_Hl:.R MA~t.Rlh.,:; DU~:I i_lNINf;s (1HffiMAi_ ,\ND ,I\SOlJSflCAl.) FLFX'BL.F: \'IBRll."'1\ .. ,\-ISOL.A-1•:'~ C:Of,Jt-1:::cr;JRS, :)c_'(,T COIJHECTORS, AND DUCT TAPE TO BE LC5 A.Nf;E_LS CTY APPRC\IED. FIL .,.Er.::s TC :3C U.l L1ST[O JNLCSS IN A. OW[LUNG U\:IT. .Gmi:-i.U~;:,t\_[~ DRA·N (_)/:." !,.I N!MU!,( -u LOS ANGEL:":S CITY APPROVED RECEPTOR :11ooin0t,)AL. JRAl'J ;::'Ai·] OR THE C·VERF _ow JRAIN REQU,RED "f- COOU•':(; C.OIL. ;_")R />.IR·· :::ir-nlTICN·i~G UNI- IS L:•C.'..TC:.: A[3C,\/( -He CEIUNG) UMC '.205. OU'.SIDE A 1;?. c:.E'.INGS OU-SIDE i.]PE~,INGS FOR HEATING AN8 /.1.IR Cm,1rn1:)i~li•J,:-;
==·:_·1r1-1:::1·,-· ·::,.) SE _A~ L:::, ... s- ·.VAY ;'.ROM c,:.1:_r,1-.JGS FOR H)ILE! -XHAllS1, t,f--Pil/1~1~.t ,_lf,/'!T', OR .?-' at. .":.-.V) Ai--J['. P!...t..:1,13.,·✓ G \IEiJ
7. SHCET MEP"... r---='-'·c:_'----"--.--=-- --
-7~1~:~2J-~~~-~~:~~1--- .w8-:~1 ____ 1 S.?-~-5;----- -62-t}<-
l 74 l 7L j 2C· .L ·t3 :(
PPOCL.C! - CON 1:1:::':]~f]_ ,.,;,,_,_,_;;, Sf---.ALL coi,,1;:;_y W,TH UMC SECT10N 1107
r----·--
! ' !
~I
·>' .~, __ J~
AIR CONDITIONING SCHEDULE SYMBOLE MFR.AND MODEL TON EER COOUNG HEATING Bl\.lH EI..ECTIIICAL
LB BTU/HR INPUT ! COP Fl.A V PH CYC
® PAYNE657AN042 3.5 - 41500 40000 3.3 24.5 230 1 60 368
® PAYNE,657AN048 4 - 47500 44000 3.5 35 23C 1 60 411
CONDENSING UNITS SCHEDULE COOUNG HEATING Bl\.lH EI..ECTIIICAL WT. FAN
SYMBOLS MFR AND MODEL NO INPUT SEER INPUT COP Fl.A V PH CYC LB Fl.A
w PAYNE, 6618042 40500 10.0 42000 3.0 28 240 1 60 207 1.4
w PAYNE, 661B060 56000 10.2 58000 3.18 30.8 240 1 60 237 1.4
w I
PAYNE, 6618048 46000 10.0 58000 3.2 24.1240 1 60 217 1.4
FAN COIL SCHEDULE I ELEClRICAL
SYMBOLS MFR le MODEL NO CFM S.P. I H.POWER VOLT PHASE CYCLE FLA LB
w PAYNE, FB4ANB042 1400 I 0,5 I 1/2 240 , 60 3.4 147
~®. I
PAYNE, FB4ANB060 2000 0.5 i 3/4 240 1 60 5.4 168
~ I
PAYNE, FB4NEB048 1600 0.5 ! 3/4 240 1 60 5.5 158 I
EXHAUST FAN SCHEDULE ELEClRICAL
SYMBOLS MFR le MODEL NO CFM S.P. H.POWER VOLT PHASE CYCLE AMP LB
EF-1 BREIDERT,BF-100 79 .25 120 1 60 1.0 15 t------~-- -- --·
EF-2 VENCO, V0-125 199 .25 -- 120 1 60 1.0 21 ------ -----
EF-3 VENCO, V0-125 199 .25 -- 120 1 60 1.o 21
NOTE:VERIFY THE VOLTAGE AT THE JOB SIDE
-~--~~.----~ ,-
,_l r I_.~ __ _!
DETAIL-A
DIMENSION SEER
W XL X H
12 e 11r- ,1,~1.,
12 .. ,1r.-vc-ar1111'
DIMENSION H X W XL
lJ 15/16")(JO"Xld"
3915/18"X30"X30"
39 15/16"XJCrX30"
SERVED
w w w
SERVED
INTERLOCK/Sl',ITCH -----
INTERLOCK/SV.,TCH
INTERLOCK/S1',!TCH
I ~ "' :z c3
<C CJ _J I a_ -;.__
<..) ix) "-<C ~ >
:::c 1;\
liJ l__ - --
, .. ' ~ ·'
1- "'"' me """ ~- NEAREST CONO.ORAIN
~ SUPPORT
FIN.ROOF 1--~---_J,_
----____ ~~ - - -· I ~ONDENSATE TRAP ASSEMBLY----- -
DETAIL ___ 0
1 l/4"TA.ILPJ£CE -~-----
Jo~,~~ J~SJR S0.6040 ~;
CDND.DRAIN CONNECTION AT
3/-l"C0PPER f'RON A,C UNIT
- 3 /4,"C0UPUNG
3/.-CoPP!R ELBOW I
TAILPIECE 31
5•(~)
4•coTG.
CIJNNECT VNOC-! HI( SUIE \IA!.K -.ND IHIUJU(.1-1 THE Cl.JI!
l I
J AT HVll.,.RD STR£CT
•,., ~cc __
\- -- - sent 11/t'
JI "° -,~j'u:.: .. i i - ' ;,r~-----i---r-- - - . _j\ ,.., L/ I :, ~-_,,_ _____ __, 7'- f" , __ ',.j -\ ' -- "' • - \I "i' \/~~t;v /,,•••••• --- ·---- . ----- ___ CJ • -===-''.'"£,_?_J_ :1:
~- ·-"'"-r=il
I 1./ J
\ I I f".\
~::=l!=:-c==t;_;;;;;:.,,:F""""=-_jd' j
L.~----
4•(350SF) ,•colu. ------=--...,_ ••coTG.
Clli<INECT lft,ID£R ffj( SIDE \JAi.i( Atltl THROUGH l!i£ Cl,RJ AT HUBBARD sr<;:[[l
;~U~ll.1'HESIDEVMJ(N10 CURJATHUIIARDSTT!C(T
l l f
I ::~·---+----··:
8'S(\l[R PIF'[ fN l'lli:Sf SHiUI
~
a:::: ~ uJ (/)
i I ' i~i 1°1 ; .. j !~I
"" 0
~
I I
l
t
G-:!} ,,,,.. ,
DRYER 32CFH
16'
11/2'
10'
EARTH-QUAKE s.o.v
4'~J GAS RANGER
l'" 59CFH
B .s· s_;...>
')I~ G ,.:
H \JARMING □VEN
25 CFH
GAS MEtER
r □ TAL GAS CO MAX.LENGTH 2~~~~.PTIDN 213CFH
GAS PIPING DIAGRAME
.. _'.,/ATER ~_RESSURE l.'oter Presseure• CALCULATIONS
Jf.~~~~~~~;;~=~;=~;=~T•;~L•~-p~h~o•~••~;;~==~~=======-:=-;;;=--i,--Mox.• 63 Min,, 63 No Me•
Etev.1 15 DevelO"ed LENGT_H,, 250R, ·----·""_:~'.:_ .. :IZe,, 11/2'
-------="------
p_r_fS"~~~~.Q_~g~g_ V_oJve:!... M•k , = __ _J_n_11v,,.,.s,__ ___ Jr-7ifuN,!Qo ____ -==1 R Size,
educed Pressure Bo.ck Fl ow Preventer V0.lvei
Mo.ke, Model
Avo.llo.ble Pressure 63 Set
Res1duo.t Pressure
L?S.~- -~~~ .. :t.~ ~l~~-~_t_l<?D
Loss thru Meter
15
1Loss thru Pr essure Reduclnn Vo.lve
Pr_~sure Avo.rlo.lol~ for F ,,-1ct1on Loss
x.43 -=
Frrct1on Loss Per 100 Ft. ----~O '
29 ·21~~--:::----L
- -:.- 11.5
Por ''" r+
Fixture Units
-r--~-- Type Copper Tvpe of Units Per
F.Vo.lve I NuMber
(2'' □- F3J ,. 4 1'~: ~~L- :~: _______ l - 54
-. -·· RJ 216
~~~,~--~ ;::::--: -_-___ r1ll::i1__ __ _:szs,..__ __
F. To.nk Fixture
:3• -□ ~•· ___ o ___ _ ---5.'._ ____ _Q__ ___ __O___ ------
I CONNECTION TO MAIN VATER PIPE I IN HUBBARD STREET CITY or SAN t(RNANDO
----- - _______ J __ _ _:_':·~~• _ ___:'A~~R PIPD
e:::: 0 0 ~ <.!) :z: CD ~
I ::) _J a...
0 I
i ~' ~ I
SCHEDULE OF LOCAL CONNECTION SYMBOLS DESCRIPTION MARK COLD HOT \,/ASTE VENT REMARKS
[)O \,/ATER CLUSET ·wc-1 :.1_ ---- 1-- -- 4' 2 u FLUSH VALVE FLOOR MDUNTEDAMSTAN MODEL FOR CHlLDEN CLASSROOM ----- -----+---- ----- ·------
[] LAVATORY LV-1 1/2" 1/2.,. 2' 1 1/4 ... r□R CHILDEN CLASSROOM
oo [l
\./ATER CLOSET \JC-2 :L -·.- 4' 2 M ~~~s~r:1~~ v~ T~~~~~R M~U~i~n D~~i~:NR~g~EL
-- 1---~------ ----- ------ ------~ LAVA, []RY LV-2 1/2" 0/2' 2' l 1/ 4 • FDR OFFICE L TEACHER g. BUS DRIVER ROOM
□ LAVATORY LV-3 1/2" 1/2" 2' 1 l/4• F'.JR INIA"JT g. TODDLER ROOM
---+----------+--- ----- ·-- ----+---+---------
□ s; I r----s f-< SK-1 1/2" 1/2' 2' 1/4" FDR CHl'-DEN CLASS"100M
--t---
00:
□ ,33
G -[IT--
KITCHEN SINK SSK-1!1/2"' 1./ ,,,
i--- --2' 11 1/4"
LAUNDERY SINK1sK-·2 1/2" 1/2" 2•
>----tLOOR DRAIN 2'
JANI TOR SINK -.J- SK 1 / 2,., 2'
'LAUNDE~Y 1/2.., 1/2" 2·
JRYER
EQUIPMENT SCHEDULE 1,/AT£R HEATER ~ARKE.D \·/H-1 MODEL N0,F"SG75A.J.SMIT"1 75,)COBl UH lNPUT,68;:jALPEr< HOUR[ RECOVERY ~if \OOF"
2. CIRCU,._A l ING PlJM;:::: MARKED P -1 B&G MODEL NO SC- /'.1
l'.1 ::ir>M IO'YEAD 120-1-Gfl 1/4 HP
J. \.'ATE.~ HEA~[R MA~KEO 'w'H-2 MlJ;)[L MO.FS::i4CA.□.S~!T\l 32000BT'.JH INP.._IT,29.:'illti! PER HOUR[ R[C□VERY A' lC'.lf-
4,CI;;:CULA~lNG PUMP MA...!:KE\J P-288..:i MODEL NC.SC /5
10 GP"'I lO'hlAll 12')-J-60 , 1/4 HP
11/2' (\JH-~)
11/4' n,/H-2>
?.:'-J/8' S fR/'\?
F,'.ST:".N HJ \,/ALL
i
CEILING
PREVENTER
\ /r DOLIBLE WALL.. F -UE
\ \- COUNTER FLASHING
\ \ \\),
' '\ - ! \ .t:'_ ES~UTCHEON ~·1 /
FLUE THRU ROOF DETAIL@
\✓ H-1
TE~MlNA-[ 18' ABOVE F.S llR [ROUND
J/4'H[S[ DRbslN --- \,.,1H ? --~ I ~-+----G --l><J-- l'" (\./H<>
3/4' (WH-i-')
\./ ATER HEATER PIPING DIAGRAM (5"1 '~
SYMBOLS AND ABBREVIATIONS ·--- ss ------ SOIL OR VAST[ LINE BEL □V GRADE
---- ss SOIL OR VAST[ LINE ABOVE GRADE
------ V ------- VENT LINE
---- CV------ COLD \./ATER LINE
--- H\.1-------- HOT \JATER LINE
--- HR ------ HOT \./ATER LINE RETURN
--- D CONDENSATE DRAIN
---- G GAS LINE
GROUND UR Fl_OOR C~EAN CUT
- FLOOR SINK - FLOOR DRAIN
SHUT OFF VALV£: ON RISER ~
) PIPE DO\JN
PIPE UP
--------l><I-- SHUT LIFF V/\LV£
--N--- CYECK VALVE
----111 UNION
I:! THERMOMETER
8 POINT OF CONN[C~ION CFH CUBIC FEET PER 1--lOUR
ON DO\JN
EX EXISTING
Fe□ FLCDR CLEAN OUT
FD FLOOR DRAIN
FU FIXTURE JNIT
HB HDS[ BIBB
.'.iPM GALLON PER KI,u 1 l
vr~ VENT TH~U Ri lrlF
\JcrJ \./AL.L CL[AN OUT
PR\/ PRrSS'J~E REDUCIN:, VALVE
NTS NCT TO SCALE
POC PJINT CF COl\iN[C fHJN
ENERGY NOTES T.1--,[ CAL lr □ Rtd/\ ,"-:,~1N-K.:-SJ~)E::NT:AL [N[RGY STAhJDA~JS :1AVF. EEE:'1 R[VJ[\,/[l: b.ND IH[ DESIG~~, CRA'.,.'Ir·JJS ANJ CAL:-Uc...Afl'.lNS -~uViP:....Y SJBSTA!\TIC.L_L...y \✓ !f"rl fH:::s::: S.,. ANDARDS.
2. 'WATFR HEATER SrlALL HAVl A LP1REL \,..'f-(CH s:·A~[S .,.HAT fHl \..JAT:::R Hf.>TER r-1.rr;s Tll[ -~EQJil<l"l[.'\JfS JF /1SH~A::': STM~DARC 5C-/5. <P!:.}? T20-]520),
3 C:Jt,TRAClCR '.:::HALL P~Q\i:DE A MA;NT[NAN':E l.t.BEL A;:TIXE!J TO Vi[CHANICAI EJUW"IL\l r A'•E:: ::;--!f\LL r:..;r \/IDE 1-'.AINT~:t,JAl'Kl MANUAL FOR THF n\,./NF'R'S L:c. ~PER i ~~(J-bl
4 ALL HO;" 1.,//'>TfR Pf?:\JG i\NJ B:...'AI\JC-iES J\'EK: 12 1 IN l.Ff\JCiTH SIIALL Bl H,SI ... L~fED w1-H R-C nR BE-T[R ~s co_LJWS.
: ~ A~~c SMAU ... t::K: : • THI:K~FSS :/4 At\D LAf-'.GER: .. >'?. T\-1lCt<NLSS
PIP:~ .-1~; n·::n.AL.
SOL. M~D \U,:-; .. l UNE Ct1ST :RUN hUBLESS i-LJR H-.JSILE FQR Jl..JTS!lt \iFRr:-·--t C:...AY PIPE <..\/.C P.) CR P.'1.C. Pt A.\-:C. 'J[f·J' UND[RGRO_lf'JD '.":AST :RON A30\/t. Gf,Ul,'1\JL SCl-iECUl ~~ 40 G~L '/AN~Z[C '.;Tl: .. EL P:PE '•'!T'-1 Bl AC'< ~AST !RO~ srnLWlD fT'.TJNGS
3. H[T ~JR C-:lll J '-,/.~Ti'::R PIPlN(:, '..:!JPP[R TYPt:: ~l • Hf'IRT:J ABOVE G~llJNl\ Ct.:PFER ~-.or: 'K~ SnF"T 3.:::L.T.-! l·Kl:Ul\lJ.
-------- -----
FIXTURE SCHEDULE rixrj lYPE ,NO.oFl~trs.TOTAL~ MTG. MANUFACTU~E CATALOG NO COMMENTS tio. ILAMP LAMP WATTS . v7\1FC - ;--133 - ~ ;;:-z- P~DENTIAL P-8602-4BRS --CD- -l\_l_J , -PRA-RW-120
-WA ®- --;:;:- 2 ---;-3 70 SURF PRUDENTIAL P- 1222- 4sRS (i) @ --~l 1 t 33 35 SURF PRUDENTIAL ~..:_~~;- CD-----© -;=;:-- --;- -;-;- 30 REC DABBCO 733W26-GR/6 ----
-- -- -----7--- --·----+ --------+--------·-- ---- ---'®i Fl . 1 . 33 35 REC PRUDENTIAL ~p~~~kw':._8,Rlo 00 ® Fl
(j)-~l-
®' FL 2
33 70 REC
33 35 SURF
PRUDENTIAL ~p~~~~w~8t2i CD PRUDENTIAL ~~-OB- 4BSL- •- - cf5G5-
13 ·+-3-0--+-R-E-C-+ DABBCO 735W26-FAB--Dl
OMITTED @f--®~~
- --------- 1-----------i
20 22
,zD>PL- : --~-13~-~
,@ Fl 2 13 1
@~f +-~ I 7
30
30
--Ts
160
GND
WALL
WALL
WALL CLG.
WALL
DABBCO
DABBCO
DABBCO
DUAL LITE
ELLI PT I PAR
8000-CPC-GR
MD3720WG-WH
MD3695-VPWG
EZ-SNAP KSR-EP-DC12'
i.A-=101-15owl E-01 -120V-O <B> ~1-;;;
~ ~H 100 LITHONIA --:TYFKs-=-1·00-120 \13 -+---+----i~Hl=-"li_~-- ____ _
110 BRACKET
@IM~ @ .
+-----+----+----@ I @-;:.L +---
®-=~_j~~t 9
400 450 BRACK
20 SURF
LITHONIA TV-400M-GP2 _ _r-11::-TEK __ -120 __ _
~~~NDERS- IBETALUX-E --- __________ )__ -----
DABBCO I 4041 -WA-WH
_j USE ELECTRONIC BALLAST AND TB LAMPS.
PROVIDE DIMMABLE BALLAST.
DAM~ LOCATION
OMITTED
W.P.
DAMP LOCATION
0 0 (I) COORDINATE W./ ARCHITECT PRIOR TO ROUGH-IN FOR FIXTURE MOUNTING
AND EXACT LOCATION. PROVIDE AS REQUIRED AT NO EXTRA COST.
0 PROVIDE A SEPARATE HOT WIRE DIRECTLY TO THE BATTERY.
-j I
LEGEND FLOOR WALL: CLG. DESCRIPTION ,~ -- -f---+------
0
fO kl O LIGHT FIXTURE AND OUTLET.
8 RECESSED, ROUND LIGHT FIXTURE AND OUTLET.
c::a,:::J FLUORESCENT LIGHT FIXTURE AND OUTLET, RECESSED.
1 c:ib = FLUORESCENT LIGHT FIXTURE AND OUTLET. SURFACE MOUNTED.
l--0--I >--o--< FLUORESCENT STRIP LIGHT FIXTURE AND OUTLET, SURFACE MOUNTED.
~ H8 0 EXIT LIGHT FIXTURE AND OUTLET. DIRECTIONAL ARROWS AS REQUIRED
.. e LIGHT OUTLET CONNECTED TO THE EMERGENCY SYSTEM.
s S,
53
s• Sc
cl)
• Kl) -<l
t<I)
>O
t<I)
[}.
0
FLOOD LIGHT AND W.P. JUNCTION BOX.
SINGLE POLE TOGGLE SWITCH - 3'-6" UNI ESS NOTED.
SINGLE POLE SWITCH SUBSCRIPT INDICATES OULETS CONTROLLED 0 + 3'-6". PROVIDE SEPARATE SWITCH FOR EACH IN GANG ASSEMBLY.
THREE WAY SWITCH O + 3'-6".
SINGLE POLE TOGGLE MOTOR CONTROLLER <) 3"-6",
DIMMER - SOLID STATE TYPE.
DUPLEX CONVENIENCE OUTLET O + 15" UI !LESS NOTED.
DUPLEX OUTLET, G.F.I. O t 15" UNLESS tJUTED.
• FLOOR RECEPTACLE FLUSH WITH THE FLOOI<. 0 G.f,I.
<.II JUNCTION BOX SIZED ACCORDING TO CODE UNLESS NOTED.
LIGHTING PANEL BOARD.
MAIN TELEPHONE TERMINAL.
MOTOR CONTROLLER - SIZE AS SHOWN.
FUSED DISCONNECT SWITCH.
COMBINATION MOTOR CONTROLLER AND DIS' ,ONNECT SWITCH.
TELEPHONE OUTLET O + 15" lN OFFICE R,)OMS AND O + 3'-6" IN CLASSROOMS.
INTERCOM CUTLET O + 15' IN OFFICE rOOMS ANO O + 3'-6" JN CLASSROOMS.
MOTOR OUTLET - CONNECT AS REQUIRED.
CD FAN OUTLET.
CLOCK OUTLET AND CLOCK @ + 8' -0".
THERt.lOSfAT OUTLET @ + .3'-6"
PUSH BUTTON.
I I@
BUZZER FOR DOOR RELEASE.
TELEVISION OUTLET. L ____ _
SYMBOL SCHEDULE -T-- TELEPHONE CONDUIT 3/4" C MINIMUM UNLESS NOTED
-ffl-A-1.3 HOME RUN TO LIGHTING OR POWER PANEL A. CIRCUIT 1 & 3, 1/2" C-3 #12
CONDUIT HOME RUN TERMINAL CABINET
CONDUIT CONCEALED IN WALL OR CEILING UNLESS NOTED
CONDUIT CONCEALED IN
1/'L CONDUIT - 2 NO. - 1/'L CONDUIT - 3 NO. - 1/2" CONDUIT - 4 NO.
1/'L CONDUIT - 5 NO,
3/4" CONDUIT - 6 NO.
3/4" CONDUIT - 7 NO.
3/4" CONDUIT - 8 NO.
FLOOR, UNDERGROUND OR UNDER FLOOR UNLESS NOTED
12 THWN COPPll< UNLESS OTHERWISE NOTED
1 2 THWN COPP£!<
1 2 THWN COPPEI~
1 2 THWN COPPEil
12 THWN COPPEt\
12 THWN COPPER
1 2 THWN COPPER
---t CONDUIT STUB-OUT AND CAP - DIMENStr,N LOCATION
---I<• GROUND, SIZE AS SHOWN.
[ID ROOM NUMBER
3 (y THREE FIXTURES TYPE 2
W,P, WEATHER PROOF
rs' BOX 4 - 11/16" SQ. X 2 - 1/8" D. BOX
V.L VERIFY LOCATION IN THE FIELD
N.L NIGHT LIGHT
+4<1" DISTANCE FROM CENTERLINE OF OUTLET -, o FINISHED FLOOR UNLESS NOTED
CU. COPPER CONDUCTOR
M.H. MOUNTING HEIGHT - FLOOR TO BOTTOM ~F FIXTURE
E.C. ELECTRICAL CONTRACTOR
F,e.o. FURNISHED BY OTHERS. INSTALLED AND '·oNNECTED BY ELECTRICAL CONTRACTOR
C.O. CONDUIT ONLY WITH PULL WIRE
N.I.T.S. NOT IN THIS SECTION
N.T.S. NOT TO SCALE
CONDUIT UP
CONDUIT DOWN
U.G. UNDERGROUND
ELECTRICAL NOTES 1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS AND THE EXACT NATURE AND EXTENT OF THE WORK TO BE DONE. TAKING INTO ACCOUNT ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB. IT IS THE INTENT OF THESE DRAWINGS THAT THIS BE A COMPLETE ELECTRICAL JOB, OM1SSION SHALL BE BROUGHT TO THE ATTENTION OF THE MTA PRIOR TO BIDDING TO JOB.
CONTACT POWER, TELE. AND CABLE LV. CO. AND INSTALL SERVICES AS PER UTILITY CO. REQUIREMENTS, PAY FEES.
THE CONTRACTOR SHALL EXAMINE THE CONTRACT PLANS IN ORDER TO LOGICALLY LOCATE WORK IN COORDINATION Wilt-I CONSTRUCTION SUCH AS CABINETS, BEAMS, FURRING. DOOR SWING. E.T.C.
EXACT LOCATION OF ALL EQUIPMENT SHALL BE VERIFIED IN THE FIELD.
OVERCURRENT PROTECTION AND Dtsc-ONNECTING MEANS FOR ALL MOTORS SHALL BE INSTALLED TO COMPLY WITH ELECTRtCAL CODE AND EQUAL TO MOTOR H.P.
ALL ELECTRICAL EQUIPMENT ournoo~S SHALL BE WEATHERPROOF,
CONDUIT SHALL BE CLEAN OF WAT[G, DEBRIS, AND OTHER FOREIGN MATERIAL PRIOR TO PULLING CABLES.
CONDUIT WHICH ARE INSTALLED AT 1 HIS TIME AND LEFT EMPTY FOR FUTURE USE. INCLUDING TELEPHONE AND INTERCO''!MUNICATION SYSTEM, SHALL HAVE NYLON PULL ROPE LEFT IN PLACE FOR FUTURE.
THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PHASE OF THE BRANCH CIRCUITS OF PANELS,
ALL PANELS SHALL HAVE HINGED D<:ORS. HOUSE PANELS SHALL HAVE LOCKABLE DOORS. INSTALL A TYPEWRITTEN Dl!'ECTORY IN ALL PANELS.
ALL SWITCHES AND METERBOARDS silALL BE BRACED TO WITHSTAND THE AVAILABLE SHORT CIRCUIT CURRENT AS INDICA·rED.
ALL FUSES SHALL BE CURRENT UMilNG CLASS •r EQUAL TO BUSS • JJN" OR EQUAL UNLESS NOTED.
ALL BREAKERS SHALL HAVE A MIN1'!JM INTERRUPTING CAPACITY AS INDICATED.
ALL PULL BOX SIZES SHALL BE PEI' POWER COMPANY REQUIREMENTS.
MANUFACTURER SHALL COMPLY wm: DESIGN SPECIFICATIONS.
MAXIMUM AVAILABLE FAULT CURREN! IS, 21,000A,
FUSEHOLDERS SHALL BE DESIGNED .'OR CLASS •r FUSES.
PROV1DE (2) TWO KEYS WITH EACH PANEL BOARD.
PROVIDE CARD HOLDERS ON INSIDE THE DOORS OF PANELBOARDS FOR INDEX CARDS.
ALL BALLASTS AND LAMPS MUST BE ENERGY SAVING AS PER SECTION 2-5314.
PRIOR TO ROUGH-IN OF ALL LIGHT FIXTURES, VERIFY EXACT LOCATION WITH ARCITECT.
~~/o.::i'~,iious ROWS OF FLUOREs,CENT FIXTURES SHALL BE WIRED WITH "RHlf OR
PROV\DE ELECTRONIC BALLAST FOR ALL FLUORESCENT FIXTURES. HID FIXTURES
:~klt1tEM~~1 ~~tE A~HlRo°vu~fEST SOUND RATING AVAILABLE AND LOWEST HEAT
CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPES OF TRIM FOR ALL ~~foE~S~ 6~g~~l~~~ENT FIXTURES TO FIT CEILING VERIFY COLOR WITH ARCHITECT
ALL FIXTURES SHALL BE U.L. LABELED.
ACRYLIC LENS SHALL BE 100% PURE, VIRGIN ACRYLIC.
ALL LIGHTING FIXTURES SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
FINISH OF TRIMS OF ALL INCANDESCENT FIXTURES SHALL MATCH CEILING FINISH.
RECESSED FIXTURES SHALL BE PR[-WIREO TO ATTACHED J-BOX IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. FIXTLll-~ES SHALL BE APPROVED FOR MAXIMUM NUMBER OF WIRES GOING IN AND OUT OF T! IE FIXTuRE AS SHOWN ON PLANS.
CONTRACTOR SHALL VERIFY THE 1YrE OF CEIUNG BEFORE ORD(R:NG ANY FIXTURES. HE IS FULLY RESPONSIBLE TO PRO .~DE ALL MOUNTING BRACKETS, CEILING CONCITtONS, AT NO EXTRA CHARGE TO THE OWf'"R-
PROVIDE DIMMING BALLAST FOR ALL FLUORESCENT FIXTURES TO BE DIMMED.
STEM LENGTHS OF PENDANT FIXTUF cS SHALL BE ONE PIECE WITHOUT COUPLINGS, WITH FINISH TO BE VERIFIED WITH ·\RCHITECT, WITH SWIVEL HANGER LEGALLY APPROVED FOR WEIGHT SUPPORTE6 AND FOR EARTHQUAKE PROTECTION.
ALL OUTLETS lN CLASSROOM AR~ SHALL BE TAMPER PROOF.
ELECTRICAL CONTRACTOR MUST COC RDINATE WITH MECHANICAL AND PLUMBING CONTRACTORS FOR ALL THEIR EQUl,'.MENT FOR POWER AND CONTROLS. HE MUST PROVIDE AS DIRECTED FOR A COMf ,.ETE, APPROVcD AND OPERABLE INSTALLATIO~ AT NO EXTRA COST.
(I')
~ 0 :z::
o[)
m n ., 0
'
-·--·-1--·-
NOTE: ELECTRIC. TELEPHON~ AND CAB'-£ TV_ UNDERGROUND SEKV!CE CONJU,TS SHALL 8£ A MINIMUM OF 30" BELOW FIN.SrlE) GRADE. THEY SHALL ALL BE RIGID STEEL GA! .. VA..NIZED CONDUITS.
I
"'I U,
g1 ol <· ~I ~I Cl'.,
al wl z. ~I ~I w· ul
I
r---1
R ILROA RI HT 0 WAY
w >-u ..: z 3: w w u_
"' "'
(D z ~ :::i w z ,;: {l'.
"' ::) ;;' __J I-I ..: => u 3: LL
"' u ..: (D I-
I w I "' I' 10 I I
'° N
B-14,16
i~~-~-ii.61 \ \ \ \
\ \
(
ROOF \J.P.
a
)
.' . I
A-25,27 ~ 3/4'C-2#8
TH\IN CU.
PARKING
~c-i@ \ROO~CABLE T.V. CABINET .
TELE. TERMINAL
~ ,.. /~ ELECTRIC SERVICE.
'//
\ '.--(1)3"C.O.
\\
(1)3"CO~\ SIDEWALK
C
RM DRAIN STO 0 ASIN CATCH u
STUB-OUT & CAP. COORDINATE WITH
GARRY OUNKLEBURGER
)
HUBBARD STREET ------------97'-Q"------~--
I\ THE TELEPHONE CC GENERAL TELE CO
··--~---- ----i \ (818)837-0319
i~) s6ir~· S~~E E~!iT~ia::RLi s/1:t:i~ L~C-A~li~D~N ~7E~~------~--~
(OSE CONOUIT SPARE) I S.C. EDISON: DWIGHT W. MATNEY (818)257--8242 ,r-l.../ CONTRACTOR TO INCLUDE IN HIS 810 ALL REQUIRED WORK TO SORE STREET & COORDINATE WITH CiTYPUBLIC WORKS.
\ THE CONDUIT SIZE AND '....OCATION SHOWN FOR CABLE TV IS FOR \________BIDDING PURPOSES ONLY EXACT REQUIREMENT MUST BE OBTAINED
FROM ffKlNG CABLE" (818)352- 7981 AFTER AN AGREEMENT IS REACH£0 BETWEEN THE CABLE COMPANY ANO THE TENANT.
"' _J
<(
3: w 0 (fl
I ' ' I ' I
' I ' ' I ' ' I
' ' I
I ' '
I ' '
I ' '
I
I '
' ' I ' ' I
' '
I ' ' I
CITY OF LOS ANQELES ·--·--·--•---T-•--
CITY OF SAN FE~NANDO
fw w O::'. f(/)
f(/) O::'. c:::
I
I '
ti
' I ' '
I
\/ATER HEATER
~~~~~ATJNG ---
B-1,3
A-2,4
CABLE T.V. CABINET ~J~~~y ~ITH CABLE - -
ELECTRICAL SEVICE ____ ___j
lt,fTERCOM TYPIC~
'L_ CFOR AUTO. SPRINKLER ONTRDLLER. <V.L.)
PLAYGROUND Cl.ASS 2, 3 & 4
STROBE HORN TYPICAL
(i'\ 1· :mrnun •.,; _ ~ TO TEL,.f'H □N~THTETt.LEPHONE CA Bl E . RM!NAL, · -
® 1/2' CONDUIT TC MECHANICAL EQU.l PGJRRESP□r,DING MENT. -
- V. CAB!f,ET. G) 1• CONDUIT TO CABLF' •.
C-5,7
FIRE ALARM PULL STATION TYPICAL
N[J TE:
119 CLASSROOM 4
__ J-B□X & DISCON, FDR ~~J!i.R <0~~>NTER ELECT,
. -- -- -1 I
_____ 'w'ALL MOUNTED HEAT PUMP 120V ' 11,2A,
-t-iv~~g;L LINE I I
'\- - >-..____Ii SMOKE DETECTOR TYPICAL
'-t-·- +15" TYP.
CLOCK OUTLET +8'-0" TYP,
STROBE TYPICAL
=LECTRICAL CONTR t.LECTRICAL ROOM ~C~DR MUST VERIFY PR!CR TO CONSTRUC~I:l~UT _FOR SIZE INFORM TH~ ARC . · · '-IE MUST f',SJR AI\Y SPACE ~r;EcT AND ENGINEER Ir N~T '-IE □BLEM. , WILL BE FULLY RESPnN ' w SIBLE.
l5~
' ------w.._ U- - R
1 ______ 13
~~~~D~~~~ ~~~~;1~~ _JI lNSTALLATI□N. nYP.) @-
G) DISCONNECT SV!TCH 3/4 \JJTH SIZE ·1· STARTER. HP.-2P-250V.
r.;:._ COORDINATE LOCATIDN
/
~\JITH TREES PRIOR TO lNSTALLATt□N. (TYP.>
~------- IS --e---------e-1~------,
NOTE,
ELECTRICAL CONTRACTOR LOCATIONS OF ALL LIGHT;□ OBTAIN APPROVAL FOR PRIOR TO ROUGH-IN MAKE AND SVJTCHES FROM ARCH AT NO EXTRA cnsT.' ALL ADJUSTMEIHS AS DIRECTED
13
I :b I
~15
r COCRDl~TE LOCATION \IITH TREES PRIDR TO INSTALLATION. <TYP,)
~IS
I I I
~IS
i~'){---_N I ', I
\ I \< ___ y'
----------- -------- -
UNDERGROUND PULL SECTION 1:: :• " ""~ T
TO s,c, EDISON JJt--:::i,- t::\ I
120/240V, IPH-3V-400A, BUS 7
I I I I
SEE SITE PLAN, =i I I ~ I 400AS
l---- -- I ~6~::ov, I I I ~~;~s • ~~~- I
L_I
l'C, 3ttB THHN, CU,
_J_
l'C, Ul/0 THI./, CU. TO COLD 1./ATER PIPE & UFER, <UFER GROUND TO BE 5/8'X10' LONG corPER ROD)
) 250A, 2P, 250V,
:; u z I I .... :,: u :,:
0 If) (\J .. ';' u OJ
) 200A, 2P, 250V,
:; u
~ i': □
' M .. M I u OJ
) 60A, 2P, 250V.
_J
PD!
AMP
(D SEE PANEL 'B' CIRCUIT tt12 FDR 120v, POI.IER.
INTERCOM COMMUNICATION SYSTEM ~
ROOM 134
A B
Cil60A, l£J2P-250V,
ROOM 104
ROOM 114
193A, 132A. 35A,
NOTE FOR SINGLE LINE DIAGRAM
SINGLE LINE DIAGRAM -~r.s~--
NOTE:
ROOM 104 F°AP/ANN
TELEPHONE TERMINALCR□DM 127)
!-AVAILABLE FAULT CURRENT AS PER S.C. EDISON, DI./IGHT 1./, MATNEY (B05)257-8242, IS 21.000A,
MAIN BREAKERS AND PANEL BREAKERS SHALL HAVE AN INTERRUPTING CAPACITY OF 22,000A, EQUAL TO 'SQUARE D' 'QO' SERIES 1./ITH A SERIES RATING APPLIED, (1) 3' CONDUIT
SEE 'E-2" 2-BRACE EQUIPMENT FOR 25,000A. THEY SHALL BE FIELD MARKED IN A ACCORDANCE 1./ITH 1990
N,E,C, SECTION 110-22. 3-EQUIPMENT SHALL BE RATED FDR 75° MARKING SHALL READ• "CAUTION, SERIES RATED SYSTEM'
PANEL
"A" 1-V'-O.::....:=.L_T'-: 1_2_0.:_/_24_o_v_. _1qi_3_w+I_B_U_S_:=4=o~□A __ --1 MAIN:
MTG: SURFACE I Al C: ~§6v~OTE LUGS ONLY
LOCATION L TG REC MIS BKR # I A qi B qi I # BKR MIS~E~ LTG LOCATION
ROOM 119-123 (N)
ROOM 119-123 (N)
ROOM 117-124 (N) !
ROOM 117-127 (N):
6 t :20/!5 :/1•/
8 1 ;20/17 !/11/
l l-
'=':'=g"'~"';"'~!~AN~o=,""-)·-'--;-+-• -+i-1--¥\X~"I ~'-=a&.~6 DISPOS~; i i
1 IX!~ EXTERIOR ( I I 20 _/1 :113,
C) ilB I l/1 ,,,..
ROOM 116 (N)
ROOM 115 (N)
(N) 50/1:_;
-- (NJ I/,~ CU-2 o 1 29
f-"'°~-"~A.~_' __ c_cJ+--+-+-1-60/ 2 1/,1~ -- (C)
H°,'g--
~-
f-JOO I ·2oo1
~~-~\. f (N) 60/lo/, i 3J6Q_ e-------+--+---+-+-1--+- ~--+--=~
-- (N) /, 1:: ~J'P I >--cw.~r=ER~H~£A=r=,.~-+--+---+-<-l 15-s/ --
PUMP 1/4 HP. (N) 1 1/ 1 I~
! 700 r--
SPACE 39
ROOM \16 (N)
_k'. IX1~
V20/ 6 /1
1,-;13/,
1 6
1 6
OR1NK. FOUNTAIN (N)
ROOM 116-118 (N)
ROOM 125-128 (N)
I TELE TERM. (NJ
: ROOM 114-115 (N)
AUTO CONTROL1£R(N}
l(.120/1 7 I EXTERIOR (CJ I_ r-;--, 3, h.-'I /c__:_ 1,_--+--1--'1-Ce,;O:,,,UR'-'TY'-'AR""D'----~ l.(.120/
1 6 EXTERIOR (C) i ~ h.-'I /c__:_ 1,_--+--l--l-Ce,;O:,,,URTY=A""RO'--_-~':) V 120/ 3 23 ROOM 106-120 (C) 18J/1 Vl20/ 2 201/1
I/ 15 / 26 ~/
L;.1/, v, 30!
v; 32 VI 34!
v, 36.
V 38 I/ 40
1 23 ROOM 108-120
fC-2 3/4 HP.("'
( (N) I
-- /(NJ
SPACE
I ! i
!
I
(N}
~---·_f__O_N_N_E_g:F;_Q_ v_~: ____ IAA __ !._22_425
17100
_::c=B6~ •. -2
2_c2·_-0'°9_,o0_1---T'-'O'-'T-'-A"L"-: ______ •_:2:_:ac:a.::o_:v_:_•-1
CONNECTED VA Wi_LCL: TOTAL WILCL: 46260 VA
!~1~~~~~to~~!i~ LO>DS· --~ ~~rrc T AL- A_M_P_S_: _'_93 __ __,__H_I_G_H_qi_A_M_P_s_w_/_L_C_L_: _x __ -----(.i) ON PHOTO CELL, MOUt-; c ?HCTCJ CELL OR ROOF FACING NORTH.
(2) ON TIMC: CLOCK, ADJUS, AS DIRECTED. MOUNT TIME CLOCK BELOW PANEL
(i) :JN TIM!: CLOCK, ADJUST AS DIRECTED. MOUNT TIME CLOCK IJELOW PANEL
TELEPHONE RISE8 __ J:ll_l'lt;iRAM N.U.
~-----~-----------~---~--------~------, p ANEL VOLT: 120/240V. 1 ct> 3W I BUS: 200A MAIN:
.__"_B_" __ --' MTG: FLUSH I Al C: ~§6v~OTE
~ciM1sjsKR! # I A qi I B qi [ # BKR 1<1SfECLTG LOCATION
LUGS ONLY
LOCATION
F'='Ro=o=M=1=01=-=1o=s=,N=)~::;:7=!c=~K==;~;,-l 1=-;=~~====!===-
ROOM 101-108 (N) 7 ,3/, ~:, ---~-~ 1/20/
2 /1 ROOM 108-110 (N)
ROOM 108-115 (N) 5 f :~!;,, ~~~:•_ ROOM 108-115 (NJ I ' :2C/ 720 3
: 1
:/1 1!-- 700
1,-:120/ •1/t
I ROOM 106(WASHE~~)
ROOM 106(0RYER)(N)
ROOM 103-110 (C) 22
ROOM 103 ·110 (C) 19 i fC-3 3/4 HP.
ROOF
SPACE
(N)
(NJ
(NJ
, 2 [20/ 9 I 980 V f20/ 1 1' 5 ENTRY (C)
, J/, 1;, ~ 1-1~•,!'v-~ 11 .-+-+-1-=====-1 2 J~I~ ~ L(il7i 1 llfilRCOM SYST£M(N)i
I 1 20/11; ~r-'"a3°'o--+,----"~ 17 7-◊- 1 +--· AC- 2 / (C)
I/, i'.; ..,. ~ ~V, . ~~~38~-'~--A.~--~-~-·cc; 120/,11 I 360 [7~ - 'CU-3 , --l/11,,- f"T93c 1ee.o/ _J_4:4-~-~.~.~
1 1~,;--,,;, ~ t?ov; ·- --- --- -- (N)
1',;.,j ~--+-='- t?, -- - SPACE
[2~ H t?. --<- . -
l';-i f--- l(." - ~-- - - --H t?. ~-~ . - -+---------<
I~~ c==-__ -+-- ~ ·---
i-J------l---~--1--\---IL-I ~ '--Fl v -I:;, 32
:~ ~ k-J ~ - =~ 13;, El-- ,_,..J ~ -t--- --t---t--------1
~----'---'---'-_~·_.:_ :I ~t==i ~ -... -+-+--t-~.f--_---__ ___,
~==ccC~O~N'-'N"'E.,_C_._TE,c:D"7-V:CA-'--:'------+!A-'-:-'--c-' 4c-7-c=a-~s-+c'B~: -'-13-:9:..:1.::5-t-'-T,,.o_._T-::A'cL:'-c--------28700_V~ CONNECTED VA W/LCL: A: 16435 8: 1s305 TOTAL W/LCL: 31740 VA
--··-----~
------~
~tt;~~~-~~: ____ ~:'-~~~~i T_O_T_A_L_A_M_P_S_: _13_2 ____ .,L_H_I G_H_qi_A_M_P_s_w_/_L_C_L_: _x __ ~'
--- --------------------------------------------------------------
INTR.ICOMMU. SYS, LEGEND,
41 ~o\Tl~-DA <V.P,>
41 ~A~~-ie~:!'L MASTER
l!]Il~~~(AD":~~
~ ~~cV'ti:0 PG-JOA
@) ~~ SP-5N
(ill :r~s~~12C
00 ~~£":-9s
LINES
E.D.l.---MAI'--
TO ROOM 131 STUB-OUT ON 1./ALL AND CAP (lWCONDUIT IDENTIFY 'FIRE ALARM'
E.O.L.
~ ~E.OL
CONNECT AHEAD OF MAIN,
~ FIRE Al.ARM CONTROL PANEL I, ANNUNClATOR GAME\IELL EE300 7l65-1288rl13
PULL STATION GAME\IELL M46-29 7150-1288•111
~ STROBE HIJRN GAMEVELL EH-DU 7l35-078S•ll2'
@ STROBE GAHE'w'ELL 'or'MIT-\IM 7300-0785•011
NOTE FDR INTERCOM-C□MMUN!CATIDN SYSTEM @ SMOKE DETECTOR
@ TERMAL DETECTOR
GAHEVELL R7 \JI BASE 30765 GAME'w'ELL D9 \JI Z77 BASE
'7272-1288•l15
7270-1288•ll6 7300-1288•121
1- ALL \JlRES ARE 22 A\JG. CUPPER IN 1/2' CONDUITS.
2- 'wlRES TO SPEAKERS SHALL SHltLDED PAIR. VDRST CASE VOLTAGE DROP CALCULATIONS
AMP, OF DTROBE HORN X NO, OF STROBE HORNS X 21.6 X DISTANCE VOL TAG[ DROP - C!RCULAR.-MILLS -
VOLT AGE DROP % VOLTAGE DROP
APPLIED VOL TAG( X 100
BATTERY CALCULATIONS VOLT AGE DROP % 0.05 X 4 X 21.6 X 200 X !OO = 0_9 %
4110 X 24
QTYi DESCRIPTION MODEL tt STANDBY ALARM AHPS. AMPS.
l i CONT, UNIT EE 300 0.14 0.218
1 I ZONES S.D. INCLUDED Zs• 0.035 0.035
TOTAL TDTAL STANDBY ALARM
0.14 0,218
0.035 -
INDICATE ZONE ON F.A,C.P,
SEQUENCE Df_JJ_f'_E:_RhllD_!!_
IND!CA fE ZONE ON A.N.N. PANfL
ACTIVATE SIGNAL I ACTIVATE CIRCUIT STROBE, TROUBLE STROBE HORN CONDITION
INDICATE AT CENTRAL STATION
2 SIGNAL UNIT D2P 0.08 0.035 0.035 0.07 ~~~~f~N YES YES YES YES YES -+----+------+-------+----·-+-------,
1 PO\IER MONITOR PT 0.004 - 0.004 - i ii~~~~r□R YfS YES YES YES YES c__::.::..:.::.::..:=_L_ ____ L__
l AUX. RELAY KBP - 0.120 ---- 0.120 r --- - ----------"\
B STROBES \JMIT-w'M - 0.03 ; - 0.24 - --
4 STROBE HORN EHS-DU -_":.5~_J_
- 0,2
STANDBY FOR 24 HRS. = 5.136 0.214 0,848 : -ALARM FOR 5 MINUTES - 0.09 TOT AL AH BATTERY REOUlRED = 5.226 AH
1'.;,
PANEL--TvoL T: 120/240~~-,-cj)-;;ra-us: 100A tvlAIN:
"C" j' MTG: SURFACE --- - j Al C: SEElOTE 60A. BREAKER
LOCAT;O<~-- ~~~FfEII -I Aol> B qi I ;8B~Rl~1sr:+TG LOCATION
ROoM 129-134 (N) l~Y, ~ -·~ - Kl~ -TR1N-~K.·-,-'ou~N~,,~;N=(=N=,)
ROOM 129-134 .(N) v< ~• _200 .. ;lf-:j V.!3/, 1 ROOM 129-134 (C)
WATER HEATER ____ --- - . r,soo·· ·- . ··- ~~-;-I-- -- HEAT PUMP
(C) ---~ -~o/_ z ~ ·------. ~,_68 ---~ - -- --· 11.2 A. (C)
(C) ··---- /_!___ :::__ ~ SPACE ,_sP_A_c,-----1- - k E -~: -l 10 __ i,_. ____ __J
I ~ t _I I~ r-- 14 ·r
1--1-----+--1---1-+----«1-,s I I '-1/-'--+-+--1--,,-I / ,-----, 10
f--.L_----l--+-+--l--ljL/11_ ~ ~=l---1--1 ----· I 11:- ~ 20
. I~ f--, t?, -t :===========:==:=:==:==::;=: I--~ i f- -1---------,-l----+---i---k:'. ~ ~-. + -l
i:3 ~ 30' : , 1------f---~f----f----f-----¥-, I/:
I~ ~ _ _,_H __ , 171 --· - f
I--------+-+-+--+- ~ ~I~ f-~-l _--!--j. __ __j
'
.__ ___ C_O_N_N_C:_C_T_E_D_V_A_: ___ -+-r,;._-~,--•_2_65_·_---l'=Ei~:--_2_8_3_5-----il~T=O~T_A=L~: _______ 7i00 VA
CONNECTED VA W/LCL: IA: 4975 iB: 3365 I TOTAL WILC1:__ 8340 v;
!f~j~~~O>DJ~ ~c»i}s• i ~1 TOTAL AMPS: J_s ____ ~IH_I_G_H_qi_A_M_P_s_w_/_L_c_L_: __ _
NOTES,
1. ALL \JlRING, ANNUNCIATING DEVICES AND ANNUNCIATOR PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OF ANNUNC!A TI□N <F /A PANEL TO SUPERVISE THE ANN. PANE'.. ALL CIRCUITS AND INITIATING DEVICES>
2. \./IRING SHALL NOT BE LOOPED THROUGH DEVICES, \JR[ MUST BE CUT FOR IN AND OUT.
3. POINT AND COMMON ANNUNCIATION AND T-TAPPING PROHIBITED
4, ELECTRICAL/FIRE ALARM CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE AND INSTALL A SYSTEM THAT IS ACCEPTED AND APPROVED BY THE FIRE DEPARTMENT, HE SHALL PROVIDE AS DIRECTED AT NC EXTRA COST,
FIRE ALARM FAP/ANN SHALL HAVE T\JO SPARE INPUT MOLLJ...ES FOR FUTURE INPUTS
TYPICAL DEVICE CONNECTl□NS
SJNGLE SIGNALING CIRCUIT (Serles EH, CH) (Aut:11ble Slgno.l o.rid Strobe Field \,/1red in Po.ro.lteD
STROBE AUDIBLE
I Preceding>- --------- Next
~~n;~CP, >--- ~---- ~~n;:lL, STRCBE HORN
+ -lT[J· -;o __ ._T_'_AP - rn_ '_AP ·s+· x2 - l -fQ_"''J!'!--x1
l :UJI I~~~~,,..,. ;_____ ______ - ED\JARDS --------- MODEL # 270-SPLJ
B+ PD\JE~
T:J FAP
TO FAP
DETECTION
MANUAL PULL STATION
Xe TJ LED AMJ
SMOKE·- DE r~c_ r □R ...
FIRE ALARM SYSfE~ --------------------
, rr--r•--.1 I j + ! !;1 -r~~ttJ
I : 1 ! ! ! !~i
-+ _ _j__ ;...--~---
' I i>
I ow : _ _ier::_
I GENERAL CONSTRUCTION NOTES
1. All dimensions are token from foce of paving, curb and wall unless otherwise noted. All walls, walks and concrete bonds shall have smooth, continuous curves without abrupt change or bend.
2. All form work and alignment of paving and bonds shall be inspected and approved by the Landscape Architect prior to pouring. Give a minimum of 48 hours notice.
3. For site grading see Civil's Grading Pion.
4. Contractor shall verify locations of all underground utilities, pipes and structures prior to construction and shall be held liable for all damages incurred.
5. Contractor shall note and install sleeve locations shown on irrigation pion and construction plans.
6. All construction and workmanship shall conform to the latest edition of Uniform Building Code, and all Federal, State and Local codes and ordinances.
7. Contractor must check all dimensions and site conditions before starting work. Contractor shall not wi!lfu!ly proceed with construction as designed when unknown obstructions, area of discrepancies and/or grade differences exist that may not have been known during design. Contractor shall notify Owner's authorized representative or Landscape Architect immediately of any discrepancies. otherwise, contractor shall assume full responsibility for all revisions.
8. The drawings and specifications represent the finished structure. All bracing, temporary supports, shoring, etc. is the sole responsibility of the contractor. Observation visits to the job site by the Landscape Architect, if requested by the Owner, shall not include inspection of construction methods and safety cond·1tions at the work site. These visits shall not be construed as continuous and detailed inspections.
9. Design. materials, equipment and products other than those described below or indicated on the drawings may be considered for use, provided prior approval is obtained from the owner, Landscape Architect and the applicable governing code authority.
1 0. AH paved and finely graded planting areas shotl slope to drain. See Planting Pion Sheet L-3 for drain locations.
11. General contractor shall be responsible for keeping oil pedestrians free from any danger.
1 2 Install expansion joints whenever concrete sub-slob meets walls, floors, columns, or other paving materials. E.J. every 100'.
1 3. Compressive strength of concrete shall be 2,500 psi.
14. Contractor shall submit 2' x 2' sample of all paving finishes and colors with joints in place. All samples shall be approved by Landscape Architect prior to construction.
CONSTRUCTION CALL-OUTS
@ Construct toddler sand play lot w/ concrete with smooth finish, , Scofield integral color. See detail 2, Sheet L-2.
@ Construct concrete paving with medium broom finish, Scofield integral color. Sow cut 3' x 3' grid in the some direction as the scoring pattern on the canopied concrete walkway as shown. See detail 1, Sheet L-2.
@ Construct concrete paving as above. Saw cut at 45 degree relative to the wrought ircri fence M.
@ Constr:;ct 1 '2." high. 1 e: wide low concrete wall, smooth finish, Scofield integral color. See detail 2, Sheet L-2. In 4 yeor old sand play lot. leave a 1 2"' opening when wall meets storage bldg. wall, see Sheet L-1 for location of opening and detail 28, sheet L·-2.
© Construct 2-.3 year old sand ploy lot as ·1ri A.
® Construct concrete paving with medium broom finish, Scofield integral color. Sow cut every 6" w/ 3" smooth on each side, perpendicular to G as shown on pion. See detoi!s 1 and 5, Sheet L-2.
@ Construct 2-J year old play structure oreo with 12" deep of FIBAR. See detail 3, Sheet l- 2.
@ Construct concrete paving with medium broom finish, Scofield integral color. Sow cut .3' x .3' grid in the same direction as the scoring pattern on the canopied concrete walkway as shown on pion. See detail 1, Sheet L-2.
@omitted
Q) Construct 4 year old sand ploy lot as in A.
@ Nature area. Provide soi! for studying planting.
(!) Turf area. See Sheet L-J.
@ Construct 48" high !ubulor steel fence with two .3' wide gates. Locate fence 6'" from edge of concrete paving. See pion for gate locations. See detail 4. Sheet L-2.
@ Omitted
@ Paving pattern @ plaza area to be aligned w/ Architects' paving joint layout.
CONSTRUCTION l£GEND:
- • • - • • - Expension Joint
Sow--cut Joint
-- -___ - _l_ -
C j
Q)
r-~~@-- ---2C , L-2 I
©
-=-- ----
------ - ----------
1-Li.l
Cl:'.
t~i I
,----
(Q ! LL
I I !
I I I I
~-:_:~--~ !t I I I I i>-' . !--L-f-f-'~-
i ! !~ I ! I t<
I -L-t: ___ : _____ ; _ _i_j ~
::z <I)
<C O>
_J ,,.;
a.. si 0
::z ~ 0 ~
-<
wF= C,
a..<...> C, I
' <C ::::>
II
~I?= C)(/) :;z::Z <(0 _J(_)
Till
(_
C!"'
... J .•
~:-~:'
'.i' <I"" n·,
,-q-
3
.. r-
4 l -Ji_]Y
TODDLER"S + 2-YR OLD PLAYGROUND PLAYGROUND
II. or FENCE POST
2A 2B(CONDITION @ FENCE) 2C
LEGEND:
9. Polyethylene liner overlapping shade fabric 1: f:ir~i/;.Pl~~;iu:o:~e~~ ;~~lne~s Scofield integral color, smooth finish
3. Finish surface or finish grade 1 0. 90% shade fabric stapled and glued to polyethylene 11. A 3'x3' pocket of 3/4" gravel
lineR to hold sand back
4. Expansion joint - see det. 1 this sheet 5. #3 rebar cage O 1 f!' o.c. - S' clear from all sides 6. /14 rebor O each corner of rebar cage - 3'" clear from all sides 7. 2" oio. plastic tube at two locations as shown on pion 8. 24" deep of clean, washed, uncontaminated sand
1 2. Compacted site soil 1 3. Storage Building wall 14. Tube steel fence - see det. 4 this sheet 1 5. Concrete footing 16. Top of sand 17. Steel wire mesh
SAND PLAY LOT CONCRETE WALL NO SCALE
LEGEND:
1. Pour-in-yloce concrete wall - Scofield integral color, smooth finish 2. Tool 1/4 radius on all corners 3. Finish surface or finish grade 4. Expansion joint - see det. 1 this sheet S. #3 rebar cage O l 8" o.c. - 3" clear from all sides 6. #4 rebor @ each corner of rebor cage - 3" clear from oil sides 7. Z- die. plastic tube at two locations as shown on plan 6. Compacted site soil 9. Concrete footing
CONCRETE BENCH NO SCALE @
-rif~ ~ //i :/111 1; / I /
I I I I
/,/ /// // I I I,'
--JJi__ t;I/ --1,~--
1
LEGEND:
1. Saw cut joint - see det. 1 this sheet 2. 3" wide smooth bonding 3. Medium broom finish direction 4. 2-3 year old ploy structure area with FIBAR - see det. 3 this sheet.
CONC. PAVING @ DIAGONAL WALK NO SCALE @
@
1. 1"x1-1/2" tubular steel top and bottom roil 2. 1-1/2" sq. tubular steel post O 6' o.c. 3. 5/6 sq. tubular steel pickets O 4" o.c. 4. Mount gate latch O 3'-6" from ground 5. Weld 4"x4"x3/8" metal plate to bottom of post (typ) 6. Compacted subgrade 7. 3' wide gate
NOTES:
a. Steel gate is self dosing and self locking. Contractor to submit shop drawings. b. Butt welds and grind smooth all welds. Al! steel shall have cne coot of primer
and two coots of point. Color to be forest green.
TUBE STEEL FENCE NO SCALE @
st~ . . ~L .. · ... •U .. •·• .•
P"''•c·~ A. SAW-CUT JOINT
B. COLD JOINT
C. EXPANSION JOINT LEGEND:
1. Finish surface of concrete paving 2. Tool all edges of concrete with 1/4" radius 3. Waterproof sealant - color to match paving Submit color sample prior to installation 4. Non-extruding expansion joint filler 5. 6x6 w/10/10 w.w.f. @ center of slob, 3" clear from all edges
JOINT DETAIL NO SCALE @
FIBAR SYSTEM 300: IN-GROUND
FIBAR SYSTEM 300: FIBARMAT FOR HARD-USE AREA
LEGEND:
FIBAR wood fibre 12" 2. F1BARFE!..T W/ 12" OVERLAP 3. F!BARDRA!N - CONNECT LOW POINT TO UNDERGROUND DRAINAGE.
SEE SHEET G-1. 4. Fi BAR SYSTEM 301 5. COMPACTED SUBGRADE
N'.)TE: FOR ~IBAR SYSTEM, CONTACT ROG:R MOORE, MOORE R[CREAflON PARI< EQUIPMENT. INC. (800)83:-J606 OR (8QS)375-1324.
FIBAR SYSTEM ND SCALE @
' ' '
! i i~I , I lo,
~--· : __ : __ i I I >
._I.!.; _l ~ (/') __J
<C ,o
t- ~ W-O i
GENERAL PLANTING NOTES
1. Contractor shall maintain a qualified supervisor on the site at all times during construction through completion of pick-up work.
2. Contractor shall verify all plant material quantities prior to Installation. Plant material quantities listed for convenience of contractor. Actual number of symbols shall have priority over quantity designated.
3. Contractor shall be responsible for making himse,lf/herself familiar with oil underground utilities, pipes and structures. Contractor shalt take sole responsibility for any cost incurred due to damage of said utilities.
4. Contractor must check all site conditions before starting work. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not hove been known during design. Such conditions shall be immediately brought to the attention of the Landscape architect. The Contractor shall assume full responsibility for all necessary revisions due to failure to give such notification.
5. Contractor shall be responsible for any coordination with subcontractors as required to accomplish planting operations.
6. All plant materials shall be approved by the Owner's authorized representative prior to installation.
7. All boxed trees shall be selected by the Owner's authorized representative.
8. All plant materials shall be spotted by Contractor and approved on site by Owner's authorized representative prior to digging tree pits for planting.
9. Groundcover planting shall be continuous under oil trees and shrub mosses as shown on plan, and shall be triangularly spaced.
10. See planting details and specifications for staking method, plant pit dimensions and backfill requirements.
11. Contractor shall notify Owner's authorized representative 48 hours prior to commencement of work to coordinate.
12. "Deep Root'" barriers ore to be used around al! trees located within J' of paving. Install per manufacturer?s specifications.
P~ LEGENO:
sYMBOL BOTANICAL NAME (COMMON NAME)
Standard. Double stoke tree per det. 1, sht. L-4.
Stake as above. Install sump 3' deep by 12" dio. at bottom of tree pit. Fill it w/ sond. Slopw pit to drain to surnp before planting.
t-----;Uso Pkir\lfrom existing stock : Existing size sov<.1d from demolition.
Stt1ke as above. US.i plant from existing stock
Existing size saved from demolition. ---+-------fcStoke as above.
Use plant from existing stock saved from demolition. 'shodemoster' Existing size
0 Peter Pan' 1 Gal @ 17.· o.c.
Ceanothus • J,.llia Phe!ps' \ 5 Gal @ 5' ~ c·
Raphioiepis indico 'Balleriria' \ \ 5 ;~i\n 3 .
(Indio Hawthorr:) __ :_\_ +:::(---~\ Euryops pectinatus i r~ t>,L~ Ga~/0
i-------j-------------- ------ ~i· .. \·i . -:: -----S' o.c.
Leucophyl!um frutescens (Texas Ranger)
Gozania 'Mitsuwo Yellow'
Lantana montevidensis 'Carnival'
Trochelospermum jasminoides {Star Jasmine)
l l Alyssum montanum indic.o -~~_j (Carpet or Snow) ---~ -----·- -- -- -----------
~~ Rosmorinus offic;nalis'Prostratus' t_,~:.:_.~_..1 (Dwarf Rosemary)
Porthenocissus tricusp•data 'Beverly Brooks' (Boston Ivy)
1-----+---------- ~------·--·~-,--------; ~ -~- _., __ .. _ .. _!
Marathon Sod
1 1 Ga! @ 1 8" o.c.
: 5 Got @ s· o.c.
Flats O 12"
1
Flats ~ 12"
i Ga! (Locate as shown)
400 SF±
Stoke as above.
Triangulate plant placement per det. 2&5, sht. L-4.
--- -Triangulate plant placement 16 per det. 2&5, sht. L-4.
~nd_er pl~_n_t _ w Al ssum. f~iancj-u11Jte "piCnt placement
1 OD per det 2&5, sht. L-4. ~_Q_~~~-J?!~nt w Gozania. Triangulate plant placement
45 per det. 2&5, sht. L-4.
280 SF±
_ tJ_nd_"'.r _ _!?l5!_n~--~ -~y~_sum._
Triangulate plant placement per det. 2&5, sht. L-4.
Triangulate plant placement 8 per det. 2&5, sht. L-4 .•
____ . ~nd_~r _pJan!_ w/ Ro~em~ry.:...._
3100 SF±
1280 SF±
500 SF±
1750 SF±
780 SF±
1140 SF±
friongulote plant placement per det. 5, sht. L-4.
Triangulate p!ont placement per det. 5, sht. L-4.
Triangu!ate plant placement per det. 5, sht. l...-4.
Triangulate plant placement per det. 5, sht. L-4.
friangulote plant p!ocement per det. 5, sht. L-4.
All vine runners shall be removed from nursery stakes and fasten to galvanized wire as shown on det. 6. sht. L-4.
\ \
\
\ \
\ \
\\ ~/ \IL----------------
-----1-1
. I \ • O" i
~o:..\---ts ~
l_
I I
I/ I/
I I
----]. ~~ :f
1i ,-'--ti !_1:
u...J:Zf:2~ :i 0::: ~l'-01"'') u,v,,,_ .iL ~LiJ..,..,_ (j c::,<D <D
(..)~~~ .\ll o __ I~ l=:!O:::NN 1 ....
~_Jx i~ :c~lco!.::" !~ (..) a:::<..!) <C~
:z >-::'.5 ,-:Z: Cl...w"'
.z:::>8. <C <(Zcr,
CD~~~ ::::::, :::,,-cc: --:, ~~
""--' 3:~~~
:::, -Q>--~l:3 I=~~~ -z:z
=>5~; :::::::!:a:::"'o <("'-'
L,J
~~ u,
;...:,u<i:~ ('/Jl=!w°'
~~~~ a::: "" "ti <C«-o :z "'=
~wcr:;t a...«u <CU
t3~~~ ~~ ~ <C -~
0 Cl :z: <C :z: a::: ~~ :z: _J <C (..) z~ a::: w <Ca::: :::::::!: <C ~(..)
V'> Cl <C :::::! t- :c :::::::!: (..)
~ a: '.',
~
.,, c'i'
-?
<!) m ,,;
"' :z: 0
<C ~ _J
a.. C,
;o
<.!) I
:z: II
F 0
:z: ,:::_
<C ~
,,, _J
~ a..
[1~] T
TOP
NOTE:
----- DEBRIS DOME IN SHRUB AREAS.
---- a" ATRIUM GRATE MODEL NO. NOS 50 OR EQUAL
FINISH GRADE
-DRAINLINE - SEE CIVIL DRAINAGE PLAN
---- CATCH BASIN - SEE CIVIL DRAINAGE PLAN
FOR INVERT ELEVATION
NATIONAL DRAIN SUPPLIES, INC. DR APPROVED EQUAL
LANDSCAPE AREA DRAIN NO SCALE
EDGE OF PLANTING
st=. • • • • • I \
D' I \D I \
I \ • ____ D ____
• • • • • • • •
~
SPACING •rt ROW •A• NO. OF PLANTS AREA UNIT
6" o.c. 5.20· 4.62 8" o.c. 6.93" 2.60 9" o.c. 7.80" 2.15
10· o.c. 8.66" 1.66 12" o.c. 10.40" 1.15 15" o.c. 13.00" 7.38
PER 1 S.F.
18" o.c. 15.60" 5.12 24• o.c. 20.80" 2.90 JO" o.c. 26.00" 1.85
J' o.c. 3.29' 11.50 4' o.c. 3.46' 7.25 5' o.c. 4.33' 4.61 6' o.c. 5.20' J.20 PER 100 S.F.
8' o.c. 6.93' 1.80 10' o.c. 8.66' 1.16
12' o.c. 10.40' 8.00 15' o.c. 13.00' 5.15 20' o_c_ 17.JO' 2.88 25' o.c. 21.65' 1.85 PER 1,000 S.F.
JO' o.c. 26.00' 1.29 40' O.C. 34,60' 7.22
GROUNDCOVER SPACING NO SCALE
(v '-1/2" EXPANSION SHIELD W/ 1/4" DIA. LONG LAG SCREW OR:VEN 1NTO CONC. BLOCK WALL
@ NO. 12 GAUGE GALVANIZED WIRE - TWIST CONNECT TO EYE SCREWS. STRETCH TIGHT.
(j) V!NE l_OCArlON
VINE PLANTING NO SCALE @
""
""
-------
0) PALM TREE TRUNK
@ WATERING BASIN, TO BE REMOVED WHEN GROUNOCOVER IS PLANTED
@ FINISH GRADE
@ 1 00~ COARSE SAND TOP W / 1 2" AMENDED BACKFILL
@) ROOTBALL
@) SITE SOIL
(D 12" DIA. x J' DEEP SAND FILLED SUMP SLOPE PIT TO DRAIN
PALM TREE PLANTING NO SCALE @
0) PALM TREE TRUNK
@ 48" DIA. BLACK COLOR, Hf.AVY DUTY PLASTIC TREE CRATE BY NATIONAL DIVERSIFIED SALES, INC. OR ~QUAL.
@ l -1 /2" LAYER OF PEA GRAVEL
~ CONC. SIDEWALK. SEE STAI\IOARD TREE WELL WITH TREE GRATE DETAIL PER CITY OF SAN FERNANCO, DEPT. OF PUBLIC WORKS.
@ DRIP IRRIGATION
@ 100% COARSE SAND BACKFILL
(D SITE so,L
@ 12" DIA. x 3' DEEP SAND FiLLEO SUMP. SLOPE P!f TO DRAIN
PA M TREE PLANTING W TREE GRATE NO SCALE
a:::: 0 :ri ,' 12" ,' 12" ,.
PREVAILING WIND
PLAN
.....1"N
~+ g~1 0:::Q ~
2-ti N:::!
7f 2xROOJBA1 I DIA 7r
TREE PLANTING NO SCALE
G) 1 OR 5 GAL.LON SHRUB
@ 2" LAYER OF MULCH
@) WATER BASIN
@ FINISH GRADE
@ FERTl'....IZER TAB'....ETS - SEE SPECIFICATIONS
0) 'CINCH-TIE' BY V.I.T. CO. OR EQ.
® ~~R~rg5~p~kNE NAPHTHENATE IMPREGNATED. 2 1/2" DIA. x 12' FOR 24" BOX AND SMALLER .
@ t{/pORRai¥A~g•R,.y
© ® ®
WATER BASIN
FINISH GRADE
INSTALL ROOTBALL FLUSH W/ FINISH GRAOE.
(D FERTILIZER TABLET -SEE SPECS.
@ ~~i~Fl§~E~[
@ SITE SOIL
@ 2" LAYER OF MULCH
NOTE:
MIN. TWO TIES (TOP & BOTTOM) REQUIRED . USE THIRD TIE WHEN NECESSARY TO HOLU TREE IN UPRIGHT POSfflON TIES TO BE SECURED TO AVOID SLIPPAGE. (WRAP STAKE, lWIST & STAPL£
WIRES.)
@
@ AMENDED SO!L FOR PLANTING - SEE SPECIFICATIONS
(f) PLAW PIT EXCAVATION
@ ROOTBALL
® SJIL MANTLE
SHRUB PLANTING NO SCALE
·Ci] -~ ti L;~~~ I , j I m
' ~ ~ : -; - T
' I I"' i I ~ r l +-!-~~
, __ L I • j jlj
(/) "' _J "' ~
0
LL.J '"' "" Cl 0
<.!) 0 w f--z: 0
F= z '.J~J
Vl 7 z: <(
< :.:;
_J ~ ~ a..
IMJ er.
~
.. ' .. '/.'"
IRRIGATION PLAN IS OIAGRAMTlC. MAINLINE, -r---.. VALVES AND QUICK COUPLERS TO BE I ', INSTALLED IN PLANTER AREAS TYPICAL. '--,
9.5@ ,·
APPROXIMATE TREE LOCATION TYPICAL REFER TO LANDSCAPE PLANTING PLANS ----. ~ FOR EXACT LOCATION. .. ------
ffi l,'I 11 13
3.5 G) r· ---~-
-----------·····--··---·--·
--- j
I IIJ I
--------------------~
D:::: 1---' (0 I
I t-- ' V'i. r.,,-; :::..•
:z :s a... :z 0 F < (.!)
e:::: e::::
FEMALE ADAPTER -- :1
SCH. 80 UNIOlt----~
3/'-" CRUSH[D CRAV[l
BRICK SUPPORTS-------~
(c:J MASTER VALVE
flNISHEO G_R __ '°_t·1[ ____ L1·_·_PLAST1C VALVE BOX - - - ( 1 O", AMETEK OR EQUAL)
~-ill[!r -.:ii\iumll!Tr =i'EWil 1TTE!I'= g1?_il'J':=11._,: \\=.lll=TTI ...., ,_ \ill:._111::_.
~ QUICK COUPLER --P-//
PUNCH-LOK ------Jj_· . ..
CLAMPS ~!/:-~~~ - I
BRiCk SUPPORTS -- I l 3/4" CRUSH[D GRAV[l-··_j ! 30" REBAR STAKE -~i
1,
l~ t:!ls:i ----------BRASS SWING
'-.J~. _ JotNT ASSEMBLY
L -~ .L.d MAINLINE
BURY SENSOR WITHIN ROOT ZONE. ACTUAL LOCATIONS TO BE DETERMINEO IN THE
FIELD BY TH[ MANUFACTURER'S R[PRESENlA.T!V[.
MOISTURE SENSOR
If'" WY[ Sl'llAlN(R Oft P,R[SSURC R£GUU.T011: IS SPEClrlEO IHSTALL ON [IJH[R TH£ HORIZONTAL PIPING OR ON TH£ DOWNSTRC,01 LEO
,s SPA.CC ll'CIIMIT'$
CONM[CTIOJI TO PVC MAtNLIN( 10 8[ MADE USING Ftw,LE ADAPTERS AND $CM. 10 MH•PLES
@ BACK FLOW ASSEMBLY
FINISHED GRADE-, I PLASTIC VALVE SOX
__J_' L {IZ", AMETEK OR EQUAL)
II" .....
Hb~11I,,· ==~,..,,.,jlfil;j~
Wmrn!1!f \\!Jlijj~
~=L~-J'~~ T---tta~p}---··-r , A.' .· _ :. i . _1_~ \____MAINLINE
BRICK SUPP05 ·. . I i ~ 3/ 4" CRUSHED GRAVEL- ·---· BA.LL VALVE
[
. ~--CONTROLLER, S(£ L[GENO
r:,~~-7i ~~~E~~~Cl~lftiTl~~UNT
o f---------- WALL MOUNTED ENCLOSURE I ! 1r SPECIFIED
ill ' I / --110 VOLT POWER SUPPLY · D 1_ .( 1• J-eox. BY OTHERS
l __ -tr_ - -· ::E::::CAs~::oN:u~: ~,~:r : I WIRE IN 1 /2" CONDUIT
' J----- -- ··--·---- LOW VOLTAGE WIRE IN .1 j PVC CONDUIT (3")
f~ _ ___. ____ ,.,/ __________ PVC tlECTRICAL SWEEP
------------- -----TO EXTERIOR BUILDING WALL THROUGH J-80)(
CONTROLLER
,_, _______ POP-UP SPRINl<UR HUD S[[ l[G[HO roR SP[CtnCAnOH
- -----rlHISHtO GUO[ TOP rwsw W/ r.G. IN fURr AR[AS TOP 1/r AIO\IE r.G. IH SHIN& AREAS
SCH, 10 NIPPLE, U"HCfH AS REQUIRED
I MAIIUlf STIIEIT ELL .\NO I P\IC fHRE.AOED ELL (90)
SCH. 10 HIPPl[ (&" MDtlMUM)
MARU"lf STitt£1 £LL OUT OF 1.Artlt.lJ. UN! FITTING
.,,.-------LATERA.1. UH[, DEPTH ,t,S SPECIFIED IN l[G[NO
H[AO JO BE INSTALLED:
r' ntOM AU CUltllNG ,r rROM All WAU(WA'fS I~ rROM ALL BUILDIHGS ANO WAUS
~) POP-UP SPRINKLER
FINISHED GRADE 7 r--- PLASTIC VALVE BOX _l i (12", AMETEK OR EQUAL) -~-i'.!.~ ffl/JJ1¥f --- e;i->= 12· or CLEAN Ll ~ 2/~~L~LiAN PIP[ OOWNSTREA~M · .. ·.·.· •. ·• .• PIPE UPSTREAM or SENSOR. . . . . . . or S(NSOR.
...... ,,.
BRICK SUPPORTS-_}, : •
3/4" CRUSHED GRAVEL-___; L rLOW SENSOR
INSTALL F'LOW S[NSOR AS PER THE MANUF"ACTURER'S RECOMMENDATIONS. WIRE TO IRRIGATION CONTROLLER.
1~ FLOW SENSOR
REMOTE CONTROL VALVE
-------·--· ·----·----·----·----- ------··--- --------------·- ---· -- . ------ -- ... -·---- --- ---·-- - -- -·· ----------------. -------
' .i::::::::,,.-., ··, i I I
rw•ST WIRES roll PIIOP(R CON~ECT10-.-- - _.
CR•o.lP SlE(..-[ INSTALUD- ------ --- ____ ; WITrl IIEC01,11,1C,.tO£D TOOL
flLL OUT[,! CAS{ WHt,t S{AL(II PH:O~ ro f!f,,Al ASS(M(ILY
L ·. WIRE CONNECTIONS
r·--=----' '---F-~
I I I
IN ROCKY SOILS INSTALL PIPlNGINSANDBEO
rK~' \ .... _/
SLEEVE INSTALLATION
------·--·----·····-----
Cl.CAN COMPACT[O -------9-.CKr!ll
.. INlSH[O CRADE-~--...._~ --....._
TAP€ C.)NT'ROL WIRES TO MAINLINE 10 FEET ON C{NT[R
IN ROCKY SO!lS INSULL P!PINCINSANDBEO
/}! PIPE INSTALLATION
Q
[S
[!!
~
(9
5
fflllOL T H r
a □ l'E liiil ■
e 0
e/4,-.. e • . ■
NO SYMBOL
NO SYMBOL
NO SYMBOL
--------------------------------··--
MAHUrACT.
RAIN BIRO
RAIN BIRO
RAIN BIRD
RAIN BIRD
RAIN BIRO
RAIN BIRD
RAIN BIRD
P.O.C.
WILKINS
GRISWOLD
CALSENSE
KING BROS.
RAIN BIRO
RAIN BIRO
CALSENSE
CALSENSE
wcs
N/A
AS APPROVED
AS APPROVED
AS APPROVED
AS APPROVED
RAIN BIRD
IRRIGATION MATERIAL LEGEND
MODEL NO. / DESCRIPTION CPM
1806-SAM-10-LA-PCS-04-0/060/090/175 POP-UP TURr HUD .39, .52, .79, 1.57
I 806-SAM-12-PCS-060/090/125/260 POP-UP TURF HEAD .65, .87, 1.3, 2.S
1812-SAM-10-U.-PCs-o,o/060/090/175 POP-UP SHRUB HEAD .39, .52, .79, 1.57
1812-SAM-12-PCS-060/090/125/260 POP-UP SHRUB HEAD .65, .87, 1.3, 2,6
1812-SAM-15-PCS-090/125/175/370 POP-UP SHRUB HEAD .93, 1.23, 1.8S, 3,7
1812-SAM-Sf"-B-PCS-040 STREAM BUBBLER 0.4-0
1812-SAM-14-02-FC rLOOD BUBBLER 0.5
1· IRRIGATION WATER METER, WITH ,· SERVI( LINE, EXISTING, VERlrY LOCATION IN nno
97SXLS, 1• R/P BACKFLOW PREVENTION ASSEMBLY W/ WYE STRAINER ANO WIU<INS
MODEL SOOHLR PRESSURE REGULATOR, ALL ON ONE ASSEMBLY
2000E-1· EPOXY FUSED MASTER CONTROL VALVE, 1· SIZE
f"M-1.25B 1 1/4-• BRASS rLOW SENSOR, WIRE TO CONTROLLER
WLT-XXX-E PVC •rRUE UNION" BALL VALVE, LINE SIZE
44LRC QUICK COUPLER VALVE, IN 10" ROUND VALVE PIT
100-UB-CP SERIES BRASS REMOTE CONTROL VALVE, 1· SIZE
PSI
30
30
30
30
30
30
30
2100-24-, 24- STATION MOISTURE SENSING IRRIGATION CONTROLLER, WALL t.iOUNT IN ELECTRICAL ROOM
1000-SC MOISTURE SENSOR, flVE REQUIRED, LOCATIONS TO BE AS PER CALSEHSE REPRESENTATIVE
RC/RG-VR •RAINC:UARO• RAIN SENSOR, MOUNT ON BUILDING ROOF, WIRE TO CONTROLLER
120 VOLT EL£CTRtCAL POWER, PROVIDED BY ELECTRICIAN
PVC PIPE SCH. ,o AS LATERAL LINES (INSTALL 12• BELOW FINISHED GRADE)
PVC PIPE 1 1 /2• SCH. 40 A.S MAINLINES (INSTALL 113" BELOW rtNSHEO GRADE)
PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER Of PIPE OR WIRE BUNDLE CARRIED
IRRIGATION CONTROL WIRE 1uur AWG DIRECT BURIAL (U.L. APPROVED)
ST-03 GREY •sNAP-TlT[" WIRE CONNECTORS ANO PT-55 SEALER
RADIUS
10 rt
12 rt
10 n
12 n
15 n
3 rT
NONE
DETAIL
N/A
N/A
N/A
J.K
r,-., : :t: 1--7-·--:
< ►
-- ~-
,la: ,a
GRADING NOTES
[j] SOIL REPORTS AND SUBSEQUENT REPORTS AND ADDENDAS ARE A PART OF CONTRACT DOCUMENTS. A LONGER VERSION SOIL REPORT IS AVAJLABLE FOR REVIEW IN THE MTA OFFICE.
(I] SOIL ENGINEER: PACIFIC SOILS ENGINEERING, INC. 10653 PROGRESS WAY CYPRESS, CA. 90630 TEL. (714) 220-0770
W ~~~C~~~7gNJD o~\~~ ~7,;,o~~A1;_~ ~~N~~~D1~~S AND RECOMMENDATIONS OF THE SOILS REPORT APPENDED HERETO.
0 ~~~~~K p~~~~~~~~g~~1:s\ s:~~1Wi'Nt M~~- ~g!jT A GRADING INSPECTOR ANO THE SOILS ENGINEER.
@] ALL DEBRIS AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE SITE-
(]] THE FILL SHALL BE PLACED UNDER THE INSPECTION AND APPROVAL OF THE SOILS FOUNDATION ENGINEER. A COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY UPON COMPLETION OF THE COMPACTION.
rn to0'/ir:~R0Jr~~L~Ht~o~~~TI~~ ~~g~~~~ ~LL BE SUBMITTED A COMPACTION REPORT, INPLACE SHEAR TEST DATA AND SETTILEMENT DATA TO THE CITY AND OBTAINED APPROVAL.
[]j IF EXISTING UNCERTIFIED FILL EXISTS, IT SHALL NOT BE USED TO SUPPORT FILL, FLOOR SLABS OR FOOTINGS.
~ ~ F:~~p~~~~~ ~;~;PE~O~E~T\H~H~o'h~~N~x~t:f1~~0R CERTIFICATE MUST BE LEFT ON THE SITE BY SOILS ENGINEER AJFTER HIS APPROVAL.
li]j FILL TO BE COMPACTED TO NOT LESS THAN 95?. OF MAXIMUM DENSITY AS DETERMINE BY ASTM SOIL COMPACTION TEST 0-1557- 70
[j] COMPACTED FILL SHALL EXTEND BEYOND THE FOOTINGS A MINIMUM DISTANCE EQUAL TO THE DEPTH OF THE FILL BELOW FOOTINGS, OR 5'-o", WHICH EVER IS GREATE_R.
Ii] MINIMUM GRADE ON NATURAL GROUND (UNPAVED) IS 2%
~ MINIMUM GRADE ON A.C. PAVING IS 1?.
~ i]
MINIMUM GRADE ON CONCRETE SWALES IS 0.5%
MAINTAIN fr CLEAR FROM FINISHED FLOOR (OR TOP OF CONCRETE SLAB) TO NATURAL GRADE.
[zj MAXIMUM SLOPE ON NATURAL GROUND IS 2:1
~ NATURAL(EARTH) SWALES SHOULD MAINTAIN A MAXIMUM OF 3: 1 SIDE SLOPES.
~ 3" CAST IRON PIPE IS TO CONDUCT FLOWS THROUGH 6" CURBS. 4" CAST IRON PIPE IS TO CONDUCT FLOWS THRU 8" CURBS. A MAXIMUM OF 3 CAST IRON PIPES CAN BE USED AT ANY LOCATION.
ru!l FLOWS FROM ROOF DRAJNS AND DOWNSPOUTS SHALL BE DIRECTED ONTO CONCRETE SPLASH BLOCKS OR PIPED TO UNDERNEATH THE SIDEWALK AND THROUGH THE CURB.
gjJ SLOPE BETWEEN ELEVATION POINTS AND CONTOUR LINES SHALL BE CONSTANT.
~ ~~~ ~~~Ti~go,~1~ilLs E~~ir1;ft~R~~~~ SEE THE TOPOGRAPHICAL SURVEY BY ALFRED AGUIRRE.
~ FOR UNDERGROUND PIPE FROM DOWNSPOUTS, SEE P1.
~ CONTRACTOR !S TO REMOVE THE TOP 4'-0" OF SOIL FROM THE SITE (FROM 4'-o" BEYOND THE PERIMETER OF THE BUILDING, INCLUDING ALL THE COURTYARD AREA) AND RECOMPACT AS REQUIRED IN THE SOILS REPORT. IMPORT SOIL, IF REQUIRED, TO RAISE THE GRADE TO THE PAD ELEVATION OF THE BUILDING.
fB FOR LOCATION OF UTILiTIES IN HUBBARD ST. SEE MTA CONTRACT, INDEX NUMBER ?-34612, SHEET 57
LEGEND
UMiT OF WORK + EXISTING SPOT ELEVATION '-....._ PROPOSED SPOT ELEVATION
- FLOW LINE
~ DIRECTION OF FLOW
ECB. EXISTING CATCH BASIN
INV. !NVERT ELEVATION OF DRAINAGE PIPE
SLOPE PER FOOT
C.F. CURB FACE
B.W. BACK OF WALK
D.S. DOWN SPOUT
H.P. f-<IGH POINT
T.C. TOP OF CONCRET~
T.P. TOP OF A.C. PAVING
C.B. CATCH BASIN
S.B. SPLASH 8!...0CK
4" CAST iRON PIP~
F.G. FINISH GRADE
"' u <{ D:'. >--0 <{ 0 0:: _J
<( 0::
u.. 0
w z ::::i a:: w >-z w u
I
~
I
lO
~.
,~
/
"o~.
R ILROA RI HT, 0
0~
w u z w IL
::<'. :ov z ::::i
<{
z ~ ,::
<( _J
I <{
u ~
~
WAY
>-<{ ~ w "' in w 0::
- :::)
>--C) u..
I I I I
"' 0 <{ 0) >--w <fl
b I
<[') N
-- --
► • ,, ,. 0
"D Q
<
, I)
c,· ,,';iS·
t,,7,f> '~.
\D.S.
I I I \/
~i I I I \ D.S.
I I
&-I I I
--
► i;i • ,, ,
·O ,. 'a Q
"D Q
<
, ~o., I) .....
--~.,. '
--
o<f 'd\l ~-
I ()· L--,,----~,by/1 ~- ,~/_,/
·V
!i ~ z
?: ill
-$-
'¾+-
'o., -~ !
► • 'n • ,, 0 ,, , ,. 0 ,. Q /<>. i Q
C Q Q
< <
, , I) I)
✓,
PARKING
LAB A1 1os.20 BUILDING sp•o A1 105.54 BUILDING "
'o ;s;> '----------------=~D:s.s:i. _____ _
- ------ - ~~
► • ,, ,. Q
) "D Q
<
, I) ,
o.s.
n Q .. ,
.. 0
I
f"~· :::.....-,=..-.>c-o-r- .B
•, •q
D.S. 1 II 'o;'~ '✓ ~11
.s.
-~ / I CONNECT / i SHOWN a
I I 1 I
SIDEWALK
- -5' =---=-~~t=-=~---=-<--==r==-=~ ~ o.,
~-=· -==~--==-
1'11 ;JJ
01/l ► --< --<O O;u I;::
~~ !!! ► Zz
§-HUBBARD STREET
g fil ti)
z Cl
a 1,.•·
P-1·
"' _J
~ w 0 (11
-----------~ -----~
I
I 'o>
-~ I j!:l l;JJ
1P
I 1-,1'11
~>c, i:Jl
~
~
I
CITY CITY
OF LOS ANjELES OF SAN FERNANDO
\ STORM DRAIN / CATCH BASIN
f--w w O'.: f--(/)
f--(/)
O'.: c;::
I
I
I
:z: < _J
' a.. <..!)
i :z: C)
< a:::: <..!)
0 I
C)
l~n:
A ■ p h a I I P a v , " 11
A ■ phall p 13 V I
A ■ phal I Pov1n11
--- I· : ; ... : : . $'t'l i.'
'
Cono,Gutf..-~
·'· •'~!""~-,.;-• . ' . ' . - !'! ! ____:_ - ' . ~<it t ~ ._0:-
A • p h a I I P o v I n g
SOUTHcNN PACIFIC
----------·--·------·-·· -··-- - ---
IU/Ll?tJAO
Cl
C
0 IL
a
Q.
• <
a,
C
> 0
Q.
0
.J:.
~
• <
~ ,<:>--·
... .... ··ll:···· ................................ . ~ ...
~~() ,<:i ... ,<:>
"' ~ -.<)J-~ I).· . ,<:>
M ~ ~
4>+ ,t:,--·
R/11---~
---"-----· -
I I I I '
I- I w I w er:
I I-Ul
I I I ~~ ~-,<:> ~-
................. 9 .. ......... ,;
_,. ' ,<:>
0 0::
ER <(
co co :J I
I I I I
I
1·
I
I I
~~I ALFRED AGUIRRE/LICENSED SURVEYOR 2814 ROWENA AVE.NO. I LOS ANGELES.CA JAN.23. 1995 90039
21 3-66 I - 3557
N
~l
i~')
~ ~
' 'S
.J
ti
~ I ~ :a f~ ~ ~
I I ~ f1 ,, ~
rhu a~t !1 1,,z3,11 ti;] ,2~1113'b J1VlOTS\Q\l[U[S\M16a\ct'T,x-:,,u -------------- ----·-·-·------.
"'· u < a: .... LoJ z _, z <( ::. ..., ,~>:
1· IS' ·I· ..l..-
' I
I I
I I I
l l * ! * j _ - - - - - - -- -'- -'- L - - - - -
I
CONC. WHEEL STOP
6'
4' PCC SIDEWALK
I 5' 3' tt !
I
IS'
\ ·· CONC CUTTER TYPE B-1 !TYPl
, 11. S'
I 4' ASPHALT - _ _J /
. 8' SUB-BASE ~J
I 8' -- PARKING
27.
I I
I CONC CURB TYPE AO I < TYP) ---'
·LANDSCAPE AREA
30'
'i HUBBARD ST.
----, TYPICAL SECTION EAST.& WEST OF PLATFORM
HOR I Z. I'= IO' --~
r--J::S~::::t~-- = = = _::- _::- _:-_::_::--=-= --·-:
,-- 6' i
VERT. I'• S' 3' PCC SIDEWALK
TYPE C CURB & GUTTER ~ REMOVE CURB ~ GUTTER
6' ASPHALT
8' SUB-BASE
1-,
I
I 1
rf 251' 14' -r 1.1s·r ___ 8:
!I I = I I
~ I I% l 2% ~· r ~\'.: I 5'
VARIES
IS' l ,.;;;"r-PA~:·iNc-·; ·"·''
VARIES 2%
3' 11. 5' I
18'
l PARKING
21/.
3', 11,5· 18· 18· 11.s· . ! ...... [''~'" ~ r .. ,AA"::]~ .. I ---··-- --►
L r LANDSCAPING
TYPICAL SECTION AT HV~BARO AV.
X ________ L.-------
j , · 6' SUB-BASE
~1~AST CONC BARRIER 4' PCC SIDEWALK
8' SUB-BASE -
NOTES•
BOARD I NG PLATFORM · NIC.
I, PRIOR TO TH[ POUlllNG OF CONCR[T[, A P[PR[S[NIATIV[ OF TH( CONSULT INC FOUNDATION ENGINEER SH.a.LL INSPECT ANO APPROVE THE rooT1NC [XCAYATIONS. TM[ R[PRES[NTATIV[ SHALL POST A NOTICE ON THE JOB SITE FOO TH£ Clll BUILDING INSPECTOR ANO TH[ CONTRACTOR STATING THAT THE wc»n so INSP[CT[O MEETS THE CONOI T IONS OF TH[ REPORT. BUT THAT NO CONCR[TE SHALL 8( POUlED UNTIL THE CITY BUILDING INSPECTOR HAS ALSO INSPECTED AND APPROV(O THE FOOTING ():OVATIONS. A WRtlTEN C[RJIFICATION TO THIS EFFECT SHALL BE FILED WITH THE O[PARTl,[Nl l.l'ON CCU'LETION or THE WORK,
2. Ct)APACT(O FILL SHALL (XTENO 8EYONO THE FOOTINGS A UINll,IJM DlSfAN([ [OUAL TO TH[ DEPTH Of TH( FILL BELOW THE FOOTINGS. ALL Fill 0A BACKFILL SHALL BE Ccu>ACTED TO lo MINIWJM Of' 907. R[LlTIV[ (('MPA(TIOH AS O[TERl,UNEO BY A.S.T.M. liilETHOO 0·1557,
3. TEMPORARY VERTICAL EXCAVATION W..Y EXTEND A DEPTH CE 5 FEET, BEYOND> FEET DEPTH EKCAVATION, SHORING IS REQUIRED OR MAINTAIN A It t GRADIENT.
6. PAV[l,[NT AREA SHALL BE SLPPQRT[O ON CCIA'ETENT NA!UlAL SOIL 00 CERTIFIED CCU'ACT(O fill. PAVEU£NT SECTION IS DESIGNED BASED ON TRAFflC INGICIES lNO R VALUE R[CeM,jENOED BY SOIL ENGINEER.
7. DEPUTY INSPECTOR IS PEOUIRED ON S1TE f"OR Pll(S/PIERS ANO SHORING,
8. [XI ST I NC UNC[RT IF I [D r ILL SHJ.LL NOT 8[ USE.0 fOR SLPPORT Of FOOTINGS, FLOOR SLAB, OR PllOPOS[O fill.
9, HO Fill SHALL BE PLACED UNTIL THE CITY CRAOING INSPECTOR HliS INSPECTED ANO APPROVED TH[ BOHCI.I EXCAVATIONS.
10. TH[ fill SHALL BE PLAC[0 I.OIOER TH[ INSPECTION ANO APPROVAL or THE R(SPOHS18U ENGINEER. A COt.f>ACTION REPORT SHALL BE SUBMITTED TO TH( 0EPAIHM£NT LPON CQl,Pl.EJ ION OF TH[ COr,f'ACTION.
II, IF llf'ORT SOILS AR[ USED, NO fOOTINGS SHALL 8£ POUllE0 UNTIL THE RESl'ONSIBL( ENGINEER HAS SUBMITTED A C().f'A(IION REPORT ANO IN PLACE
I I
-:-·----
\ \ \
t-? I \ ..
"--CONC GUTTER TYPE B-1 ITYPI. 4' ASPHALT
___ \
TYPICAL SECT I ON AT PL.A TFORM HOR I Z. I' =IO' VERT. I'= 5'
IJ. SURFACES 11TH A SLCPE OF LESS THAN 6¼ CRAOl[MT . SHALL BE U LOST AS SLIP-R[SISUNT AS THAT 0ESCRIB[0 AS A WEOl\11 SALTED FINISH.
14. WALlS. SIDEIJ.LKS A.rt1 PEDESTRIAN WAYS SHALL BE f"REE Of GRATINGS IH£NEV[R POSSIBLE. FOO GRATINGS LOCATED IN THE SURfAC[ OF ANY Of THESE AREAS, GRIO OPENINGS IN GRATINGS SHAU 8£ LIUITEO TO Y21NCH IN THE DIRECTION Of TRAfflC FLOW,
IS. ABRUPT CHANGES IN L[V(L ALONG ANY ACC[SSIBt.E ROOT[ SHALL NOT EXCEED l/2INCH. WHEN CMANC(S IN LE.V[L 00 OCCUR, THEY SHALL 8( BEVELED WITH• SLOPE NO GREATER THAN 112 EXCEPT THAT LEVEL CHANCES N)T D"CEOOINC 'Jc INCH MAY BE VEPT ICAL.
16. TH[ LowtR [NO Of EACH CUIB RAif' SHALL HAVE A 1/tlNCH LIP BEVEL[0 AT 45 0£GR£ES.
CONC CURB TYPE A- I rTYP l
19, [ACH PARKING SPACE RESERVED roo PERSONS Wi!H PHYSICAL 0ISABILlll[S SHALL 8( IDENTIFIED BY A REfLECT0RIZED SIGN P[l>UAN[N!LY POSTED lltoC0IATELY ADJACENT TO A.NO VISIBLE FRO,I EACH STALL OH SPACE, CONSISTING~ A PllOFILE VIEi or A IHE[LCHAIR WITH OCCUPANT IN WHITE OH DARK BLU£ BLACKGR<WO. TH£ SIGN SHALL ti«)T 8( SMALLER THAN 70 SOUARE INCHES IN ARO. ANO, WHEN IN TH[ PATH Of TRAVEL, SHALL 8( PQST(0 Al A UINIUUM H[IGlff Of 80' fROI TH[ BOTTOII or TH[ SIGN TO THE PARKING SPAC( flNISH[O GRADE, SIGNS ILIY ALSO 8(
C[NT[RE0 ON THE WALL AT THE INTERIOR [NO Of THE PARnNG SP•CE SPACE AT A MINIWJ.I HEIGHT Of' 36" FR~ THE PARKING SPAC( FINISHED GRADE, GROUND OR SIDEWALK.
20. AN ADOIT10NAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUCXJS PLACE, U EACH ENTRANCE TO OFF-STREET
I
21. 'l.NAUTHOOIZEO VEHICLES PARt:EO IN DESIGNATED HANOl(1,PPEO SPACES NOT DISPLAYING OISTINCUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY OISiBlEC PERSONS WY BE TOWED AWAY AT OWNER'S EXPENSE. TOW[O V(HICLE'> ._.AY" DE RECU.11.tED AT _______ OR _______ OR BY TELEPHONING _______ ,'
22. All ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED 'WITH Al L[AST ON[ STANDARD SIGN UIO WITH ADDITIONAL OIR[CTIONAL SICNS,AS R[OUIRED, VISIBLE FROM APPROACHING P(O('.>TRIAN WAY$,
GRAPHIC SCALE
4. CAST-IN PLJ.CE CONCRETE PIERS SHALL BE AT LEAST 18' IN Dlllf:TER >NO £"8E00[0 A UINIIAA4 DEPTH Of S FEET fRC>I GRADE APPROVED BY THE SOILS £NGINEER.
SHE.AR TEST DATA ANO SfTTL[t.ENT OJ.Tl TO THE O[PARTU(NT J.NO OSTAINEO APPROV.t.L. 17, TH[ SUIIHC£ or E•CH CURB RAUP ANO ITS FLARED SIDES
SHALL BE SLIP-RESISTANT ANO SHALL BE or CONTRASTING f INi.SH fROII THAT or THE ADJACENT Sl0£WALK.
PARK INC rAClltTY, OR lt.llEOIATElY ADJACENT TO AND VISIBLE fll(>I EACH STALL 00 SPACE. TH[ SIGN SHALL BE NOT LESS !H[N ll'X22' ·1N SIZE WITH LETTERING NOT LESS TION I' IN HEIGHT, WHICH CLEARLY 00 CONSPICUOUSLY STATES TH[ FOLLOWING,
10 15 10
11. INSTALLATION or SHOOING. lNO£RPINNIHG, AN0/00 SLOT CUTTING EXCAVATIONS SHAll 8( PERfOOl,l[0 lNDER THE COHTltUJUS INSPECTION ANO APPROVAL
S. CONTIP«..ICUS FOOTINGS SHALL BE AT.LEAST 12" WIOE ANO 24' MINILUI EMBEOE.UENT INTO DENSE NATURAL SOIL OR CERTlflfO COMPACTED FILL FOO 2500 PSF 8EARINC CAPACITY.
or TH£ RESPONSIBLE ENGINEER,
lnfornv,tlon cor,fl,11.,r•• lQI O[':;l(.;N[D In CIII Pl•'.lnS. drowln'J~- :,,~~elf; c-::itloni>. ono or !n-f._..,-"1;11 :vn
1--1---1----1-----+-----------------~-----+--+--I f...-n!sn<id her<1•Tt.-, st;v: 1 Ofi,\'lfN fl, rea..-J!ri the P,-O('<irt:r oi tr,e
f--f---+-----------------------1---i-----1 e>.;;:,,,,t-hOrn (o! rfc,r·n1,:, R<1.;110nC1! r~11 Au-rl"lOr[ty •r.-..:J
l--1----l----------------------+--+---15hot1 bo t\Yld c,Jnf!,J,;;nt!ol, or,d sti..il. ,,ot l•Y _,~-· · fo,·
1--1--+-+---+-----------------------t---t--;c;ny i,t..,.-_µ0so --:ot i:,rov'•.JOd
1--1--. -.,-+-,-S-S_U_E_D_F_O_R_C_O_N_S_T_R_U_C_T_I_O_N_-'-------~-ht,,--t----1 ~~R~~• og..-flern,_mr:. "'1 rr,
1~0
81 t.fl. Al-'P.
GIL
TAG
18, FLOOR SUlfACES SHALL BE SLIP-RESISTANT.
1~ SOUTHERN CAL I FORNI A REGIONAL.RAIL AUTHOR l·TY SCRRi COIMJTER RAIL DESIGN ANO CONSTRUCTION , ,· .
, NC. _ ~tV(N",, S,\tKI lNQ fflltl,Al,I~ . J[tu:tt6, (..IL[S 1, lllllJ IN£/, 1Nl, SU,/!Jl(Z, k.lJJPS !,_ A:i"'...OC!~H~
A.PPROV[0'1 _
VfRT, ,. • s· 0 10 10 ~=- H001Z, I' • 10'
COMMUTER RAIL PROJECi SYLMAR/SAN FERNANDO STATION
TYPI.CAL SECTIONS
IQ ,o I I
C-5
AS NOTED
SYLM2TPX. u'~!i
I.;
i -------~---------·_)
't", (kt ll7 !'1-23:JI !'I'll ~Z-lhHib .J,\Pl0TS\0UE\J[S\MJ&!\CfTPX.PRF
! I ! i
- I
--- .... -
I' 'DIA HOLE--\
=b-6' -o· - - -- --~
5'
~ .. w~ .. : . \ ..
CONC SPECS• 5,000 LB o 28 DAYS RE I NFORC I NG• 2- ¾' BARS
-'----' '
NOTES•
I½• 12 BATTER
CONC WHEEL STOP
CURB TYPE A-I
18' 18'
i I I
: SLOPE. I.• I' I
,:\~Ilt~tt;i)::\;;J/\;\:);
I. CURBS ANO GUTTERS SHALL BE CONSTRUCTED OF PCC CONFORMING TO SUB-SECTION 201-1 AND303-5.
2, WEAKENED PLANE JOINTS IN CURB AND GUTTER SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SUB-SECTION 303-5.4.3 !Cl
g~N~~m ~~ ~L~t'rn1 ~~i ~~iLsw
1mc1iD\ l ~11~~ I b9,sT~HtiNHi~sTHr %';, I CAL
JOINT PLAN HEREON AND AT REGULAR INTERVALS NOT EXCEEDING. 20 FEET BETWEEN RETURNS. THEY SHALL ALSO BE LOCATED AT THE E. C. OF ALLEY RETURNS WHERE WALK IS FULL WIDTH, WHERE CROSS GUTTER TRANSITION EXTENDS BEYOND THE CURB RETURN. THE JOINTS SHALL NORMALLY BE PLACED AT THE ENDS OF THE TRANSITION. HOWEVER, JOINTS SHALL ALSO BE PLACED AT THE ENOS OF THE CURB RETURN WHEN THE CROSS GUTTER TRANSITION EXTENDS MORE THAN 5 FEET BEYOND THE RETURN. WHERE GUTTER IS ADJACENT TO CONCRETE PAVE~ENT, THE JOINT SHALL BE ALIGNED WITH THE PAVEMENT JOINTS WHERE PRACTICAL.
GUTTER TYPE B- I
1/s'XI' STEEL TENSION BAR BANDS SPACED
'AT IG' INTERVALS
10'-0' MAXIMUM RAIL & TENSION ROD PANEL
12.5¼ MAX
8. 331/. MAX,
tnrr,, ... otlc,r, cor,•l_;;_.q1!;_,1 Ol':;ICMU fl, oi: 01,1,,1:o, d,-1 .. '.n(;~. '>cHc1ft-· GTL 00t'ur1-:., ono or tr,ronl'll.111c.n 1---------i 1--l---~--l-----1-----------'---------+--t---l fur-rd';,t, .. a t,urt,-.fl!, st,,;t \ Uill>l\'t; ~I rtJl'l'\Gli" •nt.1 c-r-:.,r,,,~1, or t"lo TAG 1--+--+-------------------+-+--I Sout:,erri C'Ji rro, ,,l:.l Fl.,,J!onol 1----------i
, :.t Pol, 1.,1tfo:,r1 ,., on,1 ~--4----1-----------------'-----+-+-'-, stv1: 1 oe noI0 c.:-n• I0..:.ri·t l1Jl1
I..'.:?::.:• ~:.i• --1.--4--,+----------------'----,t-+--i~: ~~:;~f::0:,0~~D~~~?,j!t
"-' ~: u :;:-
-J-----1--------------------tftlr,-f---j:~~J.I~~ c,Jreernentt, ... r1r: ,ne .,.':.'f ,r tQn ISSUED FOR CONSTRUCT ION
••r \ 1; .~ r L r,ESCi---:!PT iC,N APP,
·.-:· . . · :. ·.- ...
·I·
•·'·, ~-··.
FENCE PANEL 10·-o· MAXIMIIM ·I
.· CHAIN.UNK FABRIC, 9 GAUGE. FOR CONFIGURATION OF TOP.&,. BOTTOM EDGE OF FABRIC SEE SPECIFICATIONS. .
NOTES• i. -SE CUR{ DR i VE FIT GAL VAN I ZED CAP TO POST
WITH 1/4'• ROUND HEAD RIVET. .·
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H SHALL BE 5' 0 0' UNLESS OTHERWISE SPEC! F IED.
3. IF CHAIN LINK •FENCE WITH TOP RAIL IS SPECIF I ED, . DELETE STEEL TENS I ON WI RE . AT THE ,TOP AND THE PIPE RAILS
' AT INTERMEDIATE, , END AND CORNER POSTS. EXTEND TENSION ROD TO THE TOP RAIL.
4. ALL DATA SHOWN ON TYPICAL DETAILS SHALL BE APPLICABLE TO OTHER PERT!NENT DETAILS.
CHAIN LINK FENCE DETAIL S-691-O
CURB RAMP S-442-1 CASE J
SECTION A-A
Y◄ ' IN 12· BORDER ANO 1-1/2.' IN SLOPING PORTION7
·, ,. LEVEL
J. ------BATTER I ½TO 12 ----
1 . mu
INTEGRAL CURB & GUTTER
rWH I TE SYMBOL
14.' ~.:~t;t,; ,11_.,,,.-- BLUE BACKGROUND
i..,,.-WHITE BORDER .. -"·
4' WHITE STRIPING 2 COATS
ACCESSIBLE PARKING SYMBOL
--
:;,
4' WHITE STRIPING . 2 COATS
9'
TYPICAL PARKING STALL
lJVdr.QJ
7. 5·
i /
COMPACT
TYPICAL COMPACT PARKING STALL
& - 4' WHITE ~~~-- t-;:;( ·.: ~ .. ·::-: ---~·-{; :: .. -'.·<·\ _. ),:.: PARKING STRIPING ACC[SSIOLE PAR~ING 2 COATS
GROOVING. DETAIL
4' y
SECJION· A·A
.ONLY 1. 12' .1
R99 SIGN
~
I. X•Y•BxCF<CURB FiCE IN INCHES!··
2. RAMPS SHAlL BE GROOVED i N A HERRINGBONE -. PATTERN WI TH 1/4' GROOVES ANO .1 - I /2' GROOVES
ON CENTERS. GROOVES .SHALL BE .ALIGNED PARALLEL: TO CROSSWALK STRIPES TO DIRECT BLIND PEDESTRIANS INTO APPROPRIATE .CROSSWALK. SEE DETAIL
SYMBOL I TYP I
rn s· 9'
6' CONC if>
WHEEL STOP co PAINT BLUE ;:.,
~
- I
"' _, R99_/-,- SIDEWALK
CURB RAMP· 3. RAMP SHALL HAVE A .I' BORDER WITH _ .
TYPICAL ACCESSIBLE PARKING v◄ • GROOVES }4' ON CENTERS PER GROOVING on A I l.
~• SOUTHERN CAL.I FORN fA REGIONAL RAIL. AUTHOR I TY SCARA. ·. COt.MJTER RAIL DESIGN ANO CONSTRUCTION··
PAR,GNS Ill L[Ull, 1ric. ICO ~.Yll,c'J\.IT STREET.
. PA5AO[~A,. c·Al ffORIJ1A -... 911"
'jU8MI l T£D1
Gl'i[),i:<,, ~Al~ I ANO WILL!HI'., J(!ffill::0, c-1.cs,1, \URllffEl, INC. ~M:.H(], K,u#'S. & A~SOClllES
APPROVED•
COMMUTER RAIL PROJECT S~LMAR/SAN FERNANDO STATION
SPECIAL DETAILS
C-6 '
i NO SCALE
,.,
' SYU/',SPL. ocr- ~
·-------~)
lh" Oct 111 1911118'S 1991 1.'-m)6b J1\PLOTS\0ll£U[S\M3'8\C£HSC.PIH
LANDSCAPE AREA
R•281.59'
DETAIL A SCALE 1'•10'
DETAIL B SCALE I'• 10'
37. 5'
DETAIL C SCALE 1• 0 10·
[);::'_',".•.=_f.< 1 P1 OfJ
AREA
13. 5'
II,
I
6'
NOSCAPE AR
TYPICAL 6' MEDIAN ISLAND . NO SCALE '
1. s·
LANDSCAPE ARE
\
TYPICAL 7.5' MEDIAN ISLAND ... NO SCALE ... .
LANDSCAPE AREA
9'
J ....
TYPICAL 9'__ME.D[AN JSLA~D NO SCALE
I '
.. ~-■-iiiiiiiiiiiiiiiiiiiiiiii~.,, ~-~-UNAUTHORIZED VEHICLES PARKED IN DESIGNATED
HAND I CAPPED SPACES NOT 01 SPLAY I NG
DISTINGUISHING PLACARDS OR LICENSE PLATES iSSUED FOR PHYSICALLY'OISABLEO
PERSONS MAY BE TOWED AWAl AT OWNER'S EXPENSE.
TOWED VEHICLE<; MAY BE RECLA IMEO AT
!UC!llltll£GWI.I: 10811\INf[RNINIIOIIO.
OR BY TELEPHONING (818) 896-9511
.,. N
·, __ .
I-
I.
18' -I SIGN DETAIL R-IOOB
WHI.TE SYMBOL
12' • I
DETAIL D ------------· NOT TO SCALE
BLUE BACKGROUND
WHITE BORDER
DISABLED ACCESS ROUTE. SIGN
NOTES• · I. 1/s' .THICK 12' x 12' PAINTED ALUMINUl,LWITH SILKSCREENEOS'tMBOL.
MOUNT ONE OR TWO SIGNS ON 2' DIA. GALVANIZED STEEL POST ANO PROVIDE 18' CLEARANCE FROM SIDEWALKS.
2. rnf INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO ANO USABLE BY PHYSICALLY DISABLED PERSONS AS SET· FORTH IN THE CITY OF-LOS ANGELES BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE $HALL CONSIST or A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EOUAL TO .
- COLOR NO. 15090 IN FEDERAL STANDARD S95A.
SOUTHERN CALIFORNlA REGIONAL RAIL AUTHORITY COI.MJTER RAIL DESIGN AND CONSTRUCT-ION
ti ~rN'.; S.ll~ I ,ANO •fltlAl.tS • ,JE>ilHIS. Giu:s !, ,uRJINEZ. !!(;:·
·. SU.CHU,, ~wrs I, ASSC..CIAH:s
APPROVED•
CURB TYPE A- I -, \
)> TRANSVERSE WEAKENED PLANE JOINT EQUALLY SPACED @ I 5' !SEE NOTES I & Zl
I
s· I -~--,
TYPE A- I CURB _/
0
BUS PAO
)>
·--· -1\r ,:1 . 270'
PLAN
r 8' PCC,CLASS 660-A-3750
10'
0 0 · 0 • o • • 0 o O • 0 • o •O
·.: o.".~.·o: .•• o_· • 0. 0 '0 • o ... : 0 •• o -------__,L..•:..:.~• ,;--,-i'°'.:;--::_••.'.,.•o-• .....:...:.....1
°o"o I
I
6' CRUSHED AGGREGATE BASE ·1
SECTION A-A
s·
BATTER I 1/z: I 2
I. CONCRETE BUS PADS SHALL BE CLASS G60-A-3750 EXCEf'T, WHEN BUS PAD 15 POURED MONOLITHIC WITH CURB & GUTTER, CONCRETE SHALL BE CLASS 660-C-3750.
2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE SAWCUT TO A DEPTH OF 1 'h". SEALANT ANO DOWELS ARE NOT REOUIRED. SEE SUB-SECTION 302-6.5.4.
BUS PAD DETAIL NO SCALE -
C-7 COMMUTER RAIL PROJECT
SYLMAR/SAN FERNANDO STATION ~ISC_ELLANEOUS CONSTRUCTION DETAILS /0
AS NOTED
SYLM2MSC.DGN
:,i
1
L
Ti i I
'l•OO
NOTE:,.
PRIOR TO CUTTING OR REMOViNG ·ANY PORTION OF THE ABANDONED GAS LINE, THE UTILITY COMPANY SHALL BE. NOTIFIED.
ct:_ STREET
FIRST
I
I
8, !"'·"· r--
I
I
~i ~i ti1i "-i · I
:•.•·• · .. ·_·· .. ,
'.-.~-.-....... · ..
. . . . .
. .
Ot G>G> 8S CP.;, ?;,04. I-GRATE ,V• ?,.<:,' PER MW/>.. 0TD ·?CJ4·O ~1,P:,_'.. :~ -·-·-·- -·-·,-,_:.,_, __ lffe_;_CQ·._ -·-·-·-·-·-·-·-·-
w z I--"---+---!
I :x: I ~ . i <( ::::;;
IB"RCP LINE. 'G·I"
8 ('J
'-'
I
I .. · I 8
:ii~ :!:ti'
I
IZ'iRCP -W\E"G·2."
·~ I It I I DI I I I D 1e, RCP LINE "G"
~ I ti 110111110
\ \
:·\ \.. , \ 1t
\
I ., I
I I
~ !! Ni
I ) I
: : i I I I I I I I I I I •I I I I ::
. ,.__ : I
~ I f'.: I
\l\ : I
"t)l : I
I I I' I l ,. I I. I t"
'2."7'' RCP - Lll-.lE "D"
\ --------- · nc. °"' ,.owoJ ::\c \ \
··1 \ j ~ ~: .. ~· ~·.·.~···1··: · -~· ··· .... ·~ ~rn r ·· ··· 1 ·· . ·· ····1
1 1 1
I i" : ·J I 1·
I I
-·'.-1. F,:8 .. 0 ~ ., · ... ~ · I ······· ., · . .. I . · .L=:>;,:1-½-1%1~Z1=¼_--,.: =:;:;I=~-. '---:- ~ -:=•= = ~. - ~ .= = --=:.1.= -:.l-t \
I I I I
-········--X ----~-x-. -------X--- ----X.---------'- -.......:.-----~x-------.. -)(--~-----X----- < _: : l . :.i I •
t.=-=-=-=-=-=-=-=-=-=-=-'.:tt.=-=-=-=-=-=--=-=-=-=-=-=-=-=--=t-=-=--1:..=-=-=-=====r=========t=~======l========t=~======t========r=~=====-~· ~. :~------'--I , .
.. I
I nfonnat 1 ori oonf I oent 1 a I OE~ICNED fH' 011 pion•. (jra,rlnos, ai:,eclfl-cotlons, ona °'" 1nformor1on 1---------{
L...--1---1...~-l-----l--.......:.--------------+--4-~furnrshed nerewlth shol' OfU."N a~
"> 0 •
remain the oropert'J i:,f trie 1----+--+------------------+~-l---i<Soutnern C011 fornra Re,;,ronol f-,--,-,..,,-,-----~•,'.!!'A~Hµ4!..!!:!J."J1}~! µ=cllli..l.'.'::.=Jllill _____ :..,,_c..:,_ ___ -f-.!..\),,4"---l :~:/~~:~y ~~!dentlal, _cl1ECKEO BY
6 e3/,3 Re.,11SE.O '!i'l:00:M CRAIN 2.V.. 01'\d ~~I I not be useo:J for L.:u:.:~::J.. --1---+::3:i.::/0~9c.:.t9"--3-l--"'CN:,;_:;:l.::./Cc..O.:.:.:.I _R_E_V_I S_E_D.:.... 0...,_R_A_l ...:.NA_G_E_, A-D-D~E0-0-E-TA_I_L_+---l-D-K--l ~~-.~,..:~:e:~t~~;~~e-~he APPRovrn BY,
, m I /27/93 I SSUEO FOR CONSTRUCT I ON "°"'· ~~ REV DATE ·DESCRIPTION APP .. ·,.
GRAPHIC. SCALE o m w w I=-- SCALE, I' ~ io· . -
. V SOUTH[RN CAU'FORN I A REGIONAL RAIL AUTHOR I TY . SCRRA:'. · . CCM,tUTER-.RAIL.DESIGN AND CONSTRUCTION
PREPt.R£0 IJ'I': . .
; ROBERT KAMEOKA • SOIi-" ACACIA· STREET
. '· ··SAN GABRIEL, CA,. ·91775 18181 286-6127 ,.•
ao
'
I I .i
COMMUTER RAIL PROJECT SYLMAR/SAN .FERNANDO STATION
DRAINAGE PLAN I'S
I
LL er: (L
·. •,'., ;,,,
..
' ~-H~·+··++++-++-+·•·.:+·+·+++··+1=+ 1· 11-+1-H1,c·+···++++·,..···•+:·+•·:+H+++-1'-1 ·-14-'+4""F+++++c-1~+r+-'-t+:··+··~1H••:1y'··~:· +r+--rr-rr'+''+-+"+-+++···~-"l. ·;t,"'t···111,·'±'±·-+.,'·~··r··+-:1.1t1· ,.,v-1:. +1-'-l····,,_"<.~:J=+':+' . .._"i-:-'+':-:1:·HF-'-l··.,,·r.f'-·:',H+\-\•t.+++++'-I\ ···· •···· ,/I. · ·: 1 ·LI • ' ' 1 ' 1 , __,,--,c--;c--;f--,C- ,-- . N :... .. +-~. - -rrr-1 -+-i-'-;-t-----,-r·
.;- , ..... 1 ... l ... ·, ' ·. :•: :,: .. :.· .·, '"""_.-.... •. ·'·· • , .. ,· :., ... ,.~ -...'T. ········.::·.::: ,. ,· 1.\ ,•.,.1::,•·· ·- ... ;,_).1}1c:._11. 1•:,, ~i~.1---1-~ + -:_i .:.+·t-;
1 -t-' 1 ·'.
1 1 '+1
+ .--+--ltl+·+··.+-r-+.,--J---t--t--t~+--t--t,'--t--t"• ··+·-rr i--1'=-t=-t '=-t-t:-i'-'i:-i:-i1:-i • ·::-i ... :·,·±f't'.-i:-.-i:-f-i-i±:::;.._.•'r· ··~~-'-··c++1 ++..:er.f.l-Fttt=:::'rS'tl{•.)J.'f .. :l-.--+·····"'t·,c'-+''-'-t."f-t-'i<:n/H-l+t-'-:1:J..WI". '·+-t•cc··++··-1 ;~ · i ~-· -\ ·:;/-H-~-i ! 1- ~- -++ ~•-+--+--+-+-t---+---+·_L'I +-+-+-+-+-t-c-lH.:-i ··-+'i--+--!-+-+-'-HH--1-'-_'+-HI-" .-!-. -+--+-!-'.H--l--++-+-++f._c=+·-1 f-'7"f:-""-f-+-'r . .. . :: .•:• ·. l--'-r+-1--1-4-+'++-l-'-l ..-"Y-.• ;,:-"'F~--l-1H-+·•fx",·, ~f-'·:•'-1·'· •--1-· ·cc·· -+'rtel~~•,"j: -++!-4-l'.x~. "~-'-I-++. ·.,ac1---~ t -,Lll +- --1:>0Jlri- - ~--, i....i- ;---t-j - _;_ LI 'r ~ +.- :· .. I i .. · 0 1--'-1~..:i-:-.. + .. :+.++++·+...+-+"1--t--t'.·--t '.·1--+--+-t--+--+ .-t'-;f-'-f·,:H::.....,.:-... .::+-'.:'t'-'·····'I·· -1-1-1· =·'\·'-': ·:++f+'-1 .. r •• i-i .• I"' ·+·+·+:.··+·+· '++l-1+~+1~-~~r+H·;~··;-_·~p,'=:;:;:;·:;,.,t-<"~.,,,,i~.+' ·~·· .ri''--t-+. --t-'-fl-'-f,--1}~ I· ~~cd-t!~Li+ 71
._ .·. . .. I:: , ,, !: : · I .. ·. ·,. . ,. .... · .. •··•·· . :1: ... · .. ·. •·: ••· • " ·•·• •:: ·.1:, •··• ... ·'.· I.· .· I.... • : :· .._~I•. b-- --j-,J-J- _ I --i-1-+--•__;--'i~- -1-+
I I ..... '~-+-+-1-.. -,-jl--__,---~=l=!=t=t=t=t=tjt···j'=j=-t-i➔ll:!l_:;:11=!::::;··;:;/;;;,r~.,_,_;;;!,;,:j~;;;·'t:-t-:rt-.:.:..:.Llt\lE~..i.'.'.~ :1: I_ .. l--,-l-'ll-'ll-'l-+-'-+--+-+-r-"--+-f"--i--t-+·.c.f-'f--11-,··_...,,.·-r--rc-,--..---,;--·,-'··_•·,_1:••..,,··i:,·,L - " "·-- ':, ·t·: •· .,-1·." -~ : . tiJ__, ..... c.k _. 1---L f t~~-· ... J~~ -t'-~_J--W-i..... --1--l--- __ J~ :. .-./.. -- I ., I i 1 l \. ... i .: i· i. ··- _· ·- . ...,, I - IT'"'IP Ir ·. Fi j__,_ -l--+-, ', _[l~---hl i',-·J17•. __ 1! _____ ,~--l!:~--:~~7.:...L ~, -1--~1- -, i ,, ~it'll, 1 · I . .:: . .__,.. i ·· .... · .. · '.· 1- ·'-' IV V .. ·r;: 0( 0 r:r -.~-,=r
+-· I I I W'..:,- =c ,_L ••... ·. -GL5.Q,.J--'-l--l--l--l--l--c-l-+·'-' • ◄ .. >,-+-+-+-+-+-+-+--+~,"J.J:·•,-1"...-,--+ ···--+-·-+'=-1··=-1=-1~t:~· rc-t-t-f-f-.. -+-+-+--+--+--+--+--+--+--+--+--+--+--+-'·'-+-1-'c·t-.,...1·-1-,· '-t-· ··-t·--1· .--t-'-l:-i:-i-'-1--'i~·7· c,'·+.-'.h,J..aat-+--t-+++-+.-.-.··rlu . •. -+-+-+-1·!--, 1+-1 ~H--L~- __ J::,: - -1--- i .I -++- ... . ·•· .. · -i- 1
-· -f--t--t--t--t--t"-t'--t-l-'-+-'-+-'-+-+·~·+-·-+-+·-+'-+-+··-+···~r-''r·--t--+ ... -+--+--··r'·-·.r· -+-t--t-ct-c-i·-t---t~.-➔.--+.-i~-':·•1•~·····=11~·_;1·~jµjµ':·t=t=t,=t=··µ=v~t~···r=t:'·r=r~r=·r·=·t"".-tt."'.-':.:,..t:.t2t .... \·····;1;:'t_1!;;-'1~:-J""'":t:!:!:1:·J·:1:'·7.;j·:~i-:j:~=·j=j=jl;··j'f-·-_lr~f---'-'+-+~-·-·.r-1 ·m- tljj·-H ---H--- i . l-+-f--+-+-1-,+--l-:J+ -'-i I : . 1,--,-+-r'c-'r'c-'r'c-'l---l---t--t--f--t--~-i-1--,..--,..--,..-+---r-t--t--+-+-t--+-i:.__ --l-'-+-+-'-+-'1-+'-l-+-+-'-l",cf--.11~,-+-+-+-+-c+c+-tc'+ -·--'-;··-·-·+ ·-'·t-+-+-,.'i'. --t:-i--t-'-l-'-l-+=-i~1-·+·+'+'+"-4~··+···_ .. ,f-rl-rlc-l-c-f--l-1-1--1--+--+--+--tl-'-l--,--,·--j--,l~l-fl---r- 11------1- I -r- ·-: __,_. - --- I ~+t+{~ =r=-1= m- --- ,,-~ -·1 -+---+-+-+-+--+--1--+-+--t-r --~r -1-➔..,--t-+--t--+--+-+-+--t-•-+-.-t'-c ~ - ~r=--................. ·.+-t--1-+-+~-l:~1-1~ ...... +~~-,t---...... • ..... rl-=,:_.-.. '-t. +-,~~•c::;r1••+·.c,l~·•-t..c''+--rHH-'-l:i-·::1-.+ ·· ... •+ .. +-!'-'_ .••. +·~,rH-'-1-'-1 .. ;,-f-... 1+•· .. +.•·•+·+c'-, ·+.~.HIH ·--t ·_••+f-H--1-4-•J-- ·- -· - ··-'+--+--+--+~ ]m=_ t-1- 1J_-1-=1-C:1,-~~-7:j_~~~ --~~ rn-r--1---1- -:-+-H+1+ .... .. ct-' . 1·•.· • .. · ,. , .......... i .: ... 1, •. :· :•: •••.. ··. I·. .... •. ·:I'.> .. .· .. 1 ,
J -1-7-- - 1- I --1- -I t-=ll--t--l--i·'i-'-t--!-+-'+-rHH-+-++--rri~rHH"-f-"1·+"r-'-f-'-rrt-=·1-+,,+-'r!-'.H·"--t--t,-+++++-+--'Flt-=l--l-~1-++++-+-+-H--+-f--++-+-+-+~ -- -i-+ !.___J _, -,--1 ..... J __ L_,_ -~-+4+- _,~--H--h--!--+--r-+- ~- •-:---1'-i-➔·c-i-l"-t-l-'-+~1--t·c-i---t-- --'-t--1-"t-i-' ++-+--++++++++•··+·-··t'1·+c --,.-- ~ --t--t---+-,...--tc'·.,.,," ~1--'iH,f-.+ .+-.• +-+ .+' ·+•:••·+•;..,···r~··.t-=f--'-bf--l--+.-+-+-+-·+'-t·-···.+-+-+-+'·-+·-+.·-+-+-+--+-c-i-+--4--· "-~ -r--~- -· ·----1 . j---l--LL; ! _; - I-Li :~ 71- '7--;-- --: !-t-;-·t-t·-~+r'- :-+--+,,---!--+-+-1'-'--F·;·-ll-c!--,f--!f--!f--!l-f--!l---l---t'-·+.-+-'+~· 1-i:--,-- -1- e-'-~ --1--,---'--i--,-"-t ,.--,f--!r-1---1-1---t-t-+-,-+~r-+-,-i--- '-+~ .. 1-.. +.-+ ··r-+,~+-.. +. ~_ •. + .. -+ .. 1:-+.-'--I'.: 1-··.·•r'c-'rc·LI'···-··r'+.-+.-+-+-+-+-+. ···~· .+--f-..-+--+ •.. --+--+- -j--J--t--t--t--t--t-1- -,-,- . -1--+-+-1-, -+-·· +- 1- -l-H-i-~-· ; -H- : -j
.. '
PREPI\REO B'I':
ROBERT KAMEOKA 5011 ACACIA STREET
-·SAN GABRIEL. ·cA. 91776 1B181 _286•(,127 ·
I •PPROvrn, ///,./,/_ / • Y./A/. .. ::;
COMMUTER RAIL PROJECT SYLMARISiN .FERNANDO STATION
STORM · DRAIN. PROFILE
c- 7 270
C- 1:3 r r_ .,. : '-', .,:,; ! -~
2 'I Jr "'·
1-c--~•~---b---,-i~ SU,L~
• ~· .:...' _,O'--',~'--tC--l---'. 8'----'J'--4-':=5-'3-'--:'4'--0_. _lc..'-l_'_l3c,__sc..c2c..--m--':.,=-, 5=-6=--_J: \ PL UT S \ OU!': UE S \ M 358 \ E. EE LfJ. PRF
n :1 1-:
Hr'!w l:w L..! a:: . ..... i Iv, 1
',w a:: >-
'<t ; ! V,
s'_~- - - -"-------~- - ------=c=-=-~
------- -~--~~- ------
4'( W/PULL
2' X WITH
35
------..:'-------1--x ~ TO COMM.-1 "==3'C-3• 250 KWIL.__ ___ _ BUILDING 1 & 1• 2GRO 1 ----- . ---~---!- ------------ ' -
N0TES1
I. ALL WIRING WITHIN LIGHT POLES SHALL BE •10 AWG •.
2. ALL LIGHT POLE WIRING SHALL. BE FUSED AT THE BASE.
3. CONTROL VALVES SHALL BE WIRED ON SEPARATE ZONES. EACH CONTROL VALVE SHALL HAVE A COMMON NEUTRAL, · AND ITS OWN PILOT WIRE. SEE MANUFACTURER'S WIRING DI AGRAM.
4. SEE I RR I GA TI ON PLAN FOR EXACT LOCATION OF CONTROL 'v ALVES;
5. ALL CONDUIT SHALL.BE PVC BURLED 30' MINIMUM BELOW GRADE UNLESS NOTED OTHERWl5E. SEE owe E-6 FOR TRENCH DETAIL. . :
6. SEE PANEL BOARD .' RS' SCHEDULE FOR ·c I RCU IT ASS I GMENTS :AND WIRING REQUIREMENTS WHICH SHALL BE PROVIDED IN THIS·. CONTRACT. . .
7. VERIFY-EXACT LOCATIONS FOFnmv AND_ srnv1~E CAB/NET:/'·
.. 8. CONTACT THE. UTILITY COMPANY FOR I TS REOU I REMENTS; ·: PRIOR TO PURCHASE AND ROUGH-IN _OF $£-RVICE METER,,/
, PULL BOX AND PRIMARY, CONDUIT. CONTRACTOR. TO ·cOMPlY. :;-' 1 •
DETAIL- SERVICE AREA·. · -WITH ALL THEUTILITYCO>REOUIREMENTS.. .,~.( •. ,
LEGEND
OW? REPRESENTATIVE KEVIN D•E•A 11761 ROSCOE BLVQ. SUN VALLEY g!352 <818)771-5028 (8181771-5090 (FAX>
~ETER AODR:::ss: 2OO.0.-1450O HUBBb.RD 5 T. METER AODR~S'S: IQOA-!45•):)r. H1JfJ2t.RD s~.
--- PVC CONDUIT
LIGHTING STANDARD 3I0W HPS 35' HIGH •. SEE DETAIL
214
SERVICE CABINET, 120/240 VAC, I-PHASE. 3-WIRES
CIRCUIT NO. 2 & 4
E--- CONDU i'T STUB-OUT 2' CONDUIT ONLY
IT!] PULL BOX 2 1/2' X 4' X 3 1/2' DEEP MIN.
[gl_ PEDESTAL SERVICE METER W/ 2P, 240V CIRCUIT BREAKER. SEE NOTE •8'AN:J DWG E-7 FOR OETA
_.,1H .· 5/8' .. Di'A X 10' LONG COPPERC'.AD ·. GROUND ROD WI CLAMP ANO NO, 2 GRD WI RE
L'4 • z tt u
ow UC
•·· 9; UNLESS ornrnw1 sE NOTED. ~i:i. col-ioui-rs SHALL Bt''·r-'DiA~ETER •. ·-
17--T _______________ N_o_s_c_A_L_Er1-1-;-;:67;;-;;or;;:;:";;;,""~~!-;;;~n;-<°;;;;,~;;;n'.~~r;4;;;,n;;;_,-;;!~;-: .. ~c-,-,,-_fi,,,,,;,,,°'o".cirn;,;,,--;L-::0~5:---r-:;;;~;~:~.1~;:-::--:::-;;;-;:;;:-;-;=~:-;~·~::-:::::-:::--:--::-:::-::-:-::-~:-· -::-~~~=-':'·:--::~:-:-·:..:, r-•_.,::..:.__:_-2___:;_:_:__._:__:__:___:__:_ ____________________ -... -.\,-: .~-,-'. l[, ..,,.111111,,l_ --~ ,l l----t---t;~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~;~~1~~_=;~§]:i~~Jf~~?i[l;;:, :r,~,-R=•-·~·~~·-~,~~~=-H_N====:11-. c OMMU TE R RA I L PRO J E c T ~, Ro" ,ut,,orl• and ca[U£D 8' .PARSONS DE·L[UW, 1NC. SYL·M· AR SA' N §~ l-----+---+-------------------1-----1---1,,,.,,; "",.,,o'connd..-,Ho,, RES .. 100 W.WALNUT STREET .. . __ .. / . FERNANQQ ST AT I Qi~ f----+---t--+---+--------------------l---l--D'-K-< ~~ ~~.;0~fe ;~:1 d;r APPROVED BY ~ PASADENA;· CAL,! FORNI A u~ rJ~A-1N--+I-S-SU_E_D_F_O_R_C_O_N_ST_R_U_CT_I_O,-N--------l-<'~-!-=-'--I ~~~R::· W••=n'> •"h "'" SKG : .,. . , 9112 , ELECTRICAL S j TE PLAN ~; Rt\' DA 1 ~ DE $CR; PT I ON C'AH I I/! 6/92
I ., ... ,, ·.'.- ·• •. I
E-3
1 • • so·
lj
I I I I
- -- ----·------------
· l
u. <Z •o ,~ 0~ VO
310W HP$ LUMINAIRE <WHERE INDICATED>
.., ..,
I
, I
. . ... &
310W HPS LUMINAIRE
6' SQUARE, 7 GAUGE, SEE SPECIFICATIONS FOR POLE ANO LUMINAIRE REOU I REMENTS,
/SEE
,.
DETAIL 'A'
\
I GRADE
cr--2·-o· DIA.
PARKING LOT LIGHTING STANDARD DETAIL SCALE• NONE
w .• -i----:---'T----.- d
a: - u
>-' ~--i...--::0... _ _J. __ ..1 g
TOP VIEW LIGHTING STANDARD FOUNDATION
SCALE , I'• I' -0'
.; 0
0
"'
I,
2.
3.
DETAIL 'A' SCALE• 3' •I' -o•
FOUND AT I ON NOTES•
a ;::.
~ u w -, 0 a: a.
.0,:
l> I' DI A. ANCHOR BO
CONCRETE SHALL BE CLASS 560-C-3250 WITH A MAX I MUM SLUMP OF 4 I NC HES AND CURED FOR
TS
TEN DAYS BEFORE lHE LIGHT STANDARD IS ERECTED.
RACEWAY TRENCH SHALL BE BACKFILLED ANO FIRMLY' COMPACTED BEFORE THE LIGHT S TANOARO IS EREC TEO.
USE •4 SPIRAL AT 6' PITCH OR SUBSTITUTE •4 TIES AT 6' ON CENTER, •4 TIES SHALL HAVE· .1' -6' LAP.
4, EXCAVATION FOR FOUNDATION SHALL SE MADE WiTH AN AUGER OF THE SAME DIAMETER AS THE FOUNDATION,
·ANO SOIL SURROUNDING THE FOUNOAT,ION SHALL REMAIN 'IN ITS UNDISTURBED STATE.
. . 5. "THE ANCHOR BOLTS SHALL ,BE PROPERLY SECURED IN
PLACE, USING FACTORY SUPPLIED TEMPLATE.
6. PROV I DE GROUND CLAMP SECURED TO THE VERT I CAL BAR OF THE REBAR CAGE WITH •6 GROUND WIRE PIGTAIL TO LIGHT POLE GROUND LUG.
SECTION A-A SCALE, l'•l'-0'
O(':>!CNED BY LOS'
OAA•N ar HN :HCUED Bv
RES J.F-PRQVt-0 er
5KG
.; 0
;,,
.; a
0
"'
4' PROJECTION .\o------ •6 GROUND WIRE TO
GROUND
GRADE
RACEWAY
12- •5 VERT I CAL
LIGHT POLE GROUND LUG
4 ANCHOR BOLTS I'• DIA. X 36' X 4' 8 NUTS AND FLAT WASHERS
A
•4 SPIRAL THREE EXTRA TURNS, TOP & BOTTOM !NOTE 31
PARKING LOT LIGHTING STANDARD FOUNDATION DETAIL
SCALE, NONE
,,...,--12• MAXIMUM W!OTH EXCEPT AS ~ APPROVED BY THE CONSTRUCT I ON
1
l MANAGER .
---~~/~-~-"~~~~-~~\---f4:J~ -: ) ~WARN,NG TAPE AS SPECIF•ED
i . (~}ii/ I I . I
-'------!-~ RACEWAY ANO WIRl~G AS PER 0 J PLANS, COMPLETE WI rn /,•,c,, .cc~ INTERNAL INSULATED EOU I PMEN, ~///,.__!!/ GROUND WI RE.
TYPICAL WIRING IN TRENCH DETAIL SCALE, NONE
·-- I 1'2. DI A. PI PE
HOLOP..,ANE. UN 1 OU£ SOL UT I ON$ •Hi__BK I $AHP 24-A-M CHARCOAL W1 TH 150W HPS :..AMP,
-EXTRUDED ALUMINUM $~AFT. HARDWA~E TO BE TAMPER-RES-ISUNC[ STAISLESS STEEL • (MANUFACTURED BY MANV!LLE OR E:.CUIVALE~T}
DETAIL
BAS€ ~ITH ACCESS COVER. 9v M.'.~;VILLE OR !:O~}!VA;. tNT> A~,c,.JOR 8'.)L TS.
51 '.)E PLATFORM POLE ).IQUNTEO FIX TLIRE
COLOR• CHASCOAL
SCALE1 NO."-.E
SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY COI.IMUfER RAIL DESIGN AND CONSTRUCTION COMMUTER RAIL PROJECT
I -_-_--_-- '\
• > ,, .. , 'i -~·
... , ':;
? '"
__, ::,:: u I-
~
I \"
~/ ' I< I
¼' :~ I
:r ¾-t u,
- -
..... ¾' '
). ,,_
•-,---• -- . ·-.
I I i4:
~· j l ➔~· I
1 I
-
I I
j ' I
I I
I I
I -- -
I I I· I
T I ! ¾·
I I
~ I I I I
I
11 I I
L"21 -= :;a I
I
L
~ ~
,:.'.,...,.·.
,. l
-~···, r (l. PROPOSED FIRST STREET
----~--'--__:_
I
I I' I I ,.
I I
I tr!! 14' ~ I
! i ! I
j ~· ,. ¾,·· I i };
t---4 4'. f " 11.1" -, 'I ~~-, -T I
I ·j ,¥ :---I
~ ! ! I I --..: ¾" ~ - -
I
( '4' v¾-' I w ( J/4-' L ------ ---- - -- --- -- :J1 I'' - - ... -
' ' - ~ -
J
J-~ ,~ I I I I -;".< I ! I 'F ~·-' - "'- L ¾." i I
i ~· p i I
, "j<r i I I -J ~ 3/-4-' ~~ ¼! _J I I I I I : 1 I/ l/4'1 " I'-- 7 ~~ I u I I I I I ---I~ 1 ,s I I I ~
I
< ¾' ~ ~ -- - - -- - -- --- - -- - " -
r-4'¾-Y-- <II I tJ~• ¾'11" I I
I I I I 1 I
I n I I I I
l/.,c; j "' i j \"i I I I
---- ---------
- CURB
' No, A PA r>-1-r
-
_:;-:_-cc-z-======= x======-====r-==-=== X X -- -,-_ X
-- - __ J --- -- --- -- -- ~ ---+ . 1-- - - ' --- ----,- -- ------ - - - ·-- -- -- ·- .. ---- - T -
it MAINLINE TRACK
.
11~ SOUTHERN CAL I FORNI A REG_I ONAL RAIL AUTHOR I TY / ~ COIAMUTEn RAIL DESIGN ANO CONSTRUCTION • :
-"-'
.... !•·:,,.
1- I
! I -. I
! I : I
1/ I
!
I
I
I
I
' I
I
i
' I
() I
I
!
i
I -, 1
i i :
I
j
I I
1!
ii Ii ii !; '-;
' ' 1\-
\ ' \ \
I I
'1
I '
\ ,_
:,
\ :
., I
' :
:
I
' ' : :
u
:,
:
--
c:, : 0:: <! co co ::::, ::,::
I I I I I I I I I I I I I I
~ ! I
"' I I I
-l , __ I•
I -----
I I I
' - ,. 0- - r .,◊ 4 ~~ I 60~-~ 80fT
'-~c~7":'!i---;;.,,L "!',.~~-----~: ~~ I' • 20' -0'
COMMUTER RAIL PROJECT SY.LMAR / SAN FERNANDO STATION
42 <_;•_,:,_:
~,
----,, -ii 8Q' I
II 40· L 40· .A!QQ.:.Q.L::_2e,·w1.... 10·1
21"<:'€ ~"' t-=,-t-=-'-+-+--.=:c::,;:__...µ -.....ac_:r{f:R,lfl $' W, , .q.. -~ --~~14•w1, -· -s·sc ~---'-J'.{Q__"':.L_o' bq:,
~ 2.0·1:;04 ~- A""-f-='l#--"'-c=~• 12.+1 .CXJ
11-1-54.'2.0 EX. SE.'NER M .\-1. AD-JUST TO 61<,W:E
ll+=Dcc_ __ ____,
4 PT. JO!f.l B<. lf.fR. Ef.lDSO/-.IY,
II+ e,1 .7'9 2. EXIS,T". ,e,·· "7f0fl.M DRA-1~ To & A8AN0. ff.,<. D-
f +<i4 {;/
I I I ,I 11 I : I \ /l+.3
3.75
1111 ~
\P1~1~1~lii0
•• I·
l L_
8 5 ijl
'I·
8 rfr
0 \J1 rfT
8 l·· TOX
. ")\}1 ;
I
--------------- - ----
__ Tor l'AIL I c,1;·0".fh -t 12 +2.s..0O ...
ffi. : :• (110?;,lG,l 12.+2."J.1'l) (llo:!,i4"i -< l2t-20J.]O) 4:_EAIL
- .. \~ (lli:)(k!.) .. +;;~~4~~4- ..
l
rl ~ tl1 0 ~ r-~:-; . '. j I - . ,- \~ ~l-~~7 I} rr.r~~t -~~~~Nr}'-__ rr-~---,-1-1 :-:·-17·j- \;;-': ;-·I j t··--;-·i ;·1 -r;-; o_ VI ._ii -: - rvttl , I I : : J I I ' I . LH ~lli±' -;z:'---'-i ----,-1
· · 1-1 -,-r-n i-: --TT - · ,~-~- 0 : 1 --•8.is7-t--: ,-----~-~ (IIO?tJ)·-·-···lc1104c1e)\-11+e,7g,;-i .. 1-, r ~-~- · ➔ '-;,;,,o -,--, . --
IU=+-+-ln-' -r+-f-L-+·-r· T ~_, -rl-R' 1 ;;r++-i -: 1\P:;; . -[-:T ·;·----+,..
-:p::~-i ·1 + 1-1 ~*' . -;-rr ,\ •, I I -- ' ' ' :,;; I ITT I t,., I I , I II n , 11! ' • ,' ,, , , ,
2; 1 r- · 0103178 ,,.,.G1 G/1 · • I ~ I -':-+-i-+-+-+-+-il:..c ·JOIA/ 111 , ',It, 111~~:f. · · I . .: (5i T f 1,!:'i: I •I · , 1' ....'. ,,' ,1,;:; E::; , ,. ,t , I
.,, ;;-.. I I I~. I ! : .. ,: : :!i· !11,; 11'.G>-:Tii~ •: g :: I::; : 11 1
,:J' :,J U.1 L _11 1-i'=t±I ' 11,1 11:11 ii -~ :111::§.,.,'Ji((y,c.~ 1i:,l:,li i• .,1. ·1, ;i. 1i:I - •I I ,l_:l: I I !j ! .. I I rrr0
' I·' • ' 'I ,: !HI '''l 'I'' 1111 ~~tmf;- Ii!! 1:!11!!11,! ! : :I::' c-P -11' ;'\ I~_ ,1 __ ,:illQ'.2ZQ}. Clt04'tz.)J-: t-lo/f'P.) 1 t~ '!.-,') •ill ·•l~-" 11 I '' ''11''1 '· 1•." .· ' ' --- i/LO...J,!./.$3 _ IJ"r-t-f /5'._~ 1 ii 'I "+
1
!--1-l---+-'~i-,''Q.-. ht~--~---'-- .LUJ __ ;.. '!JOIN' _J(i) ' I T : I il:,7lx7'J I • 11,...I I' I ,· 11 I ii l&:~ , : ii·: o: , , 1, ,, i: i
'-'-1--1--'-1'-)<l'-',"'1;0-'-"''·,Sl'-'-E;; '. l~ I I •:!I ti!!; ·1~0 ', :: 111·:t-C:: 0 j1 :i:! ::: ;i :1: :j
~,~~-g~H
I 11
I I I 1'1-1 11 .\-\ _o;P> ~ -ro e,e
I \f' 1[EL~~ f?.p. ·,e,HT:s G.-7
. 11 I CP ' \ \ to?.'2.2. cC.
' •· · ..... ,-"'., -'-1---l--."' ,.~. ·'""1·r;o'--i+ m · ' ' · ·,; 1 " · ~ .... · ·;r.c £> ·. •· 1 ,.
::: i 1 1 f,~;'J'~~~ .: _I• ::~: · :. " ;, i - tr:'f I : ::: '::'fy- i' > :'.''. : il :,
j..'.!'!_~l~tl~Jl · i !~ · I\O<tQ , ITi1•to",'2'2 , t 1, .. 11,.. "
.I:, , , Tl'f;@'I 7 I '•~ i I -· F ,, ~c · I 1 lh·OO .. I ► -
11 I l"l"t - 1
10
I I I\J <:lc-!a>
,f II 'I CJ
,2c:..__J'.,f.1J 1MI J1
.L __ LLL1~_ fl __ i I :1 l! . 'o I . I 1 , I d ii J · ·t I· · t I I : i 1_,_+-t-+-+-~• I, ·:Z: ~ · _J ~l~---Hll~~I\~: ,: 1: :,:::, If: , l~ .. . T,
~('. I I 10+14_51 ec.
I ,s. i'-1t;; 11 I I 1---c-1---,..,..,ec/-l-l-J..i...::'....l §~ ~~;.~EE
. ~ . I I I , I --ll--'-_J ~- [~ m E:E 1'.ENOJED
tmtTI J.' [Gk': I ii:,, ' I I . ' 1104.?;Q~ 11\0-tJ4:C:,l :I ... ,:1: ;:, :. : . :,, _L_ 8ll8U~1L\bl i'q :; ! u: 'I:' I~ i I ')· I '!I :::ii'.!: - Le-:....,_Y-G[L_•L'. _! ' :;;: l:1! :II! 'ij :: I .!i, q; .j !
:!11 •iii i 1:. CD!· ·! 1· i:'; :i · .1· r~-- . : .. :Hi :·11 H;! ·:;J .T i~- ., :! I :;u :1! ·: 1:.1 .!!! ·::! ·:i 1 •:i! ;·;: : I: q l 'i: ·j:•, ' \~ I •
1:1
' '.i ;:,, ,: : 1:1: t: ·( i:: !' ~•..,.· : ~--1• lg__+-+--+--1·, ;,··: ,,.!_,_J ·_1
1--
(/1
n > r £Tl (/1
rm 0 ,. -
;1: f:I~
r--'--(/1
:x: .,, !:'.l \Jl
1--
z 0 .,, X
z C 3:: CD rr, ;:o
7J ·1
0J ~ 0)
l'J
~
+SO 'f'- + 1O-i.St.<::GECR
~ l~----444 ~ gs ~-~,=;,:=--=..:.=c.=
pi l"---+-....:..:;;.:,.:..:::,.:_ 11 ..... Al -si
(!) ~ ----1 ·
'-I £ :;(, . m ·...r.:a-<-E==' U)~
- I
~f 111:
~ 50 ~~§l;--;~!:!!¼!~J.4-H .?"--:--:t--:--f--..!__.J..-. fn 1
--f 10+0'.J.CO <t: lf.lT L+-i...::c.:.:::..::i-J L.;;,.~'-=-'~=--
1
wue,eA.RD SfREET
'!>+00
~-1:M:>LLE:~. e,·IBEE TOE:ei<.f:N.D./ED 8+"1'J <oO Et. l'-R.S.C.N
-:-- ___ ~ E:e ~TED
I J l-+-'+tt--_,_-1..._J _ _.,._ __ 1',+l"L.10 ~El<CONC ~
1D e.c. N::MCNED ~0T. 0IBEET IMPF'\. PEF'TIPICAL se::TlOf--.1 Oi---1 Si.ff I 8t:>S."Xl Ell. S'Tl\EE
8-t 50 10 e£ f'ENOiED
- ~ · Bt55.'?,Q __ !=J(.VAULT(GJE)
!;>.±00
()71G), 0 55.,, z (/) z ~-ii) • (/) :t> -o --1 r rr, ::0 -::0 JT1 3:: 3:: rr, 7J - -i ::0 -i 1 01-tSO wI<oCJ"11 I Ill 3::
Ill JT1 N:t,,z 0 ;:o -i I\) 0 (/) I\) I\) (/) I\) --1
/
::0 .,, 8•5 ~Q ~,o'tc~ JT1
-i ~ 2o·~ d Oct_
<n Gt"!l'>.40 ~ EX. c.E'NEF<- MU.-::o fTI
(/)
--1 . ;:o
JT1 .,, --1,
,_ ..... ,
'}J ADJ. TO Gf'b.CE BY OTHE.R<;
rn rn -;
.?.O' 20' 'f-10~ v
e+®a:D E)(. ""~-H~ ADJ. TO GRt>.Cc
'1, ·•• : · ! I • • I i ~ . 1 5t.OJ3'-+--"-I -1--l-'-+1 ..... l--l'-+-'-+-~.,"--1
~ c11O2.2;,1 • 1 1 . i \ 1 : 1 1 1 1 1 J · 'le\ .... '0"' I : , 1 • , ~I . : -i ·+.L T-;--,, : I I I I ,_II0_4_:G,_7_- \·-t-~:-· c-_-· I I I I HT:i- I ~ • ..: , __ ·--~i·IOH,78'/. -I 1·- ., t;t-'t>19 ,-9 -+- -:-;:-~I
, .. I'" ',:. ·! . i I~ . I I 'I ':11 . .,.-; '-"-~ . , .. · . , • , , I . · . -,. · :. f'°~ ~-- I ·•1 ·
Ji:- :, ::, -::~'-r- . -·-1~ 1 · :t :1 c --t-trgg · · :,., :: 0• : : :G~ i::!:• ,: 1· tKi ·I - ~ +-+ _;- ..,- ,:;1 ,,:.:1::,111: '.J: •t'',,...., • I:'·: I'· cr ·"~'I· ' ·• tt· -I' __ ;~ CJ) · · '' 11 '1:· 'ti I' 1 llfBJ ;· ~;.&,...,! .. , ·'· · .\l rt\~ \. &C:.R .. 1,,•11, ·1 1~
Jt' ', Iii-·!:! Ji! · .;,.1 . : ~I/I': t ~- --;;;N. .. o ;-c--'-:7...:-:- : !•:i !il! :111 iii 1111 :-r:i:il :!lirTli ! 11: 1 ;q\ !ii! j:,: 1!!: !::1 ::: i ,! 1li' :j.- T: .. :!!'. '!I' ! i !1i i:! ,tll. :! :111 :!i'. ,:;i: i! .\:' i: :! !lll l!II Iii! 1!!1 II I\ II 111 t t;jjj;J;':i,, 11,· •!!, • ::1• ',1· ! • , (t10• .oo) 1 :>+oo.oo . 'i::: n1: ,:- . '! i;q !! 118 ,, -o ~~ !j 1 _. ·;:, !tq ., ,:,, ;, 'i, ,
1 • il-i ,·'.,. i · ,· ·'. , ; ;, ', I : 1 :;,l lH! ;d\: :1 ll·I HlfTiij
,!Ii , •• I ,q ' · _ _ _ ,' ' , .I ~ · (Hbs 4S ~.G~ . !1: !Iii:' I '11 T! 1: -~- ;I 1111 Ill! ,t ' :11: !:II l'i! Ii': 'I'· :::, I• i I 11 •'L ,,' ': ' :t -~ :1·,•: JOIN- ' ... ,, iH: !I II. 'di Ill! Ill''· ir.iT !!II ,Iii ii: Ill 1111 !'!I li:111!, !!I'. t, t' I ::111!11 ,i:,, •, ·~~-;-'ji;j 11' ,1,,1, ,, :1 ·,, ! 0 . ;iii 1111111! ,:111111 !Ill Iii Ill !111,11111: Iii! ill! l1t1 !:I llli :11, ,. 1, 1111111,1,,111 ,: t,:J!i:111:~v 1:1 ,11,,111 · ,; L!IHIII 1•1: 1: ,1,: ~ U) il!l 1111 !Ill :!I 11111 I Ill ii' lill !111 Iii\ \i I ITTitilll !ii! !Iii ill! i11: ,. ! '!!! ii!i illl 1.:1,:N>til 11!1!. 11,li!i 1lli lill !oil ::'I 1111: 'ii :di Wi il:1 f! µ, i!il ill; II !111111 11111 ii ,111 !•!, II. 111, 111:1:::1 !1 I il!i i!! " 'ii' i!!' ii!;! I 'I~ !I 11,o.O l'I ll!it11ll ':!! !1 11,1:11' ::, ?: l!i' i/ 1' :.0 i'i!i 111:: II :111 illl 11 ! 111 ill ,11\ !- 11 ii Iii: 1111 ::111;·: iw ;:1; :·, : ·:1: 1c:. ::i'. ! 1: \-;=:. i1:1 ~ :·1 di! 11:: i: · ;! ::: : ·\: .1 1:-· i!!: u- ~-:: 1
: 11i: :n1 'HJ 1111 nn 1111 :11 i!i">-'r"-- '"lo' C 11 .::_rv., ,ill'• ,I!! i!!i ':Ii I t 1'1 ,t; :;,: · :: "' 1::, -:i:I, ! ,:.• ;,:; , - •·: q,. iii ,. . "1i l11i :d! !!Ii iii ii I.iii! :ii ii• ~ · .;,:, 11 :: ,1111: Iii!,!:· '1,1' "i' ;,, ' ·: I 11 ·· l ! ::, 1:11,~~~•:'.! I ,';u'..1.~-~ , ,; : 1! I iill '!!I P11 Ill !I! ::I
• •, •1' ' • 't·• •il·I ·11 '· !i•,:: 1'ii ·•" 1 I 'ii' 'i•• ' '· ' · ·i ·· 1• ·"' · 1 re · ; -,,,-.,....... ' ·· '-Ill 'iii 11 i1 11' Ii' ·ill II
~:. I, 1::1· •: ·, ::i., \. :1 ;:, ,I.::: I, · ;, ;; •• : :, .: : •:I• ;~lN.;i-;, i+ ~.~~ ·. '; 11, ;:I: 1 1
1 ;; '1:! : : 1 )1 '.11i
~ '?-"1°'"''.' ~ 11~'2.{)- . U'l'.1\05-~C-) -"Jt-2>? - 1,I 11 11 :•d I i !!I, I, ii " ·, . :. .. ,: "'II! 1111 ,-1 !,!) ,1, !iii ,JI _. . , ;,. "' ~- .,.,;,, ,":'f:;1 :1:: ...... ,. . ,; .. '" · .,., ,ii, iii I lill lill 1111 I ii :i\l'i!i 1
, ,; ,,:; ill! tlli Ill 'Ill 11! i !II 'II ii ' jl: i:p 1: ;, i :1: :1,'. i"'. .·I-Ii'. i: ;/\1. I !,·!1ill' iii . Ii ]111 iiil 1: 1 • :: :·1: ,·' ,, ii :ii! i!II :11 ;: I!;:• i!l: ii! ·H
'• 1; · 111 .", t." 111 • : ·., •:•:, ,1: : 1·! 1 • 11;1:, :!! Ctb: in) l,\o, z..:6.,.,, :: 1: 1 Iii! :111:1111;:111!: :'11 n ·I 'I ,· - ' ,. ·-·:·:· ' . :·1: -.,-H:--- ·t I •!•1•1•·11'•1·11 ·11•·1:1•;:1, 'I
im · ~- .. ";'-'- );:, 1 . uOl _ --, , ! • . , ' 1" < , " ,
I I 1
, :0-:. .. : . • ;:: 1 : 1· :•.i : · .: ::-' ! 1
_·.
1
iHi -.II!. --•.11 !n.j ;\ .i;I l •. • CJ _ _ ..,:..Jg ' . ,: t:...J,; I I !:: !!ii 1!! II 11:i ii ~;I fTI-~...::.J~,'.:-.'...'.. ---+--+-,..·-+--~ •,, '! 111! Iii 0:111''1 :Ii _ '...'.L
..9 1 1 · .i , · .11-;;;' 1 ':!' ilii :,!! , !! :,,I 111,S;:J~ ~ ·; II 1 ' l •!' ;'!i ili!ilq: lilli!lffii:1
e--J-+-1--+"--'-JL -1 · • ·· •'~.,,.;,._l,'.;.!.U;;1,,,.l •· 11 · zrn · •l!l illi 'iii ::11 !iii :111 1ii :1 ,,-, 1-t,---·,--~~ I: ;:;:i~ .
I I I I' I I I l I I I I I I I 11 11 · · ' ,_ . . I I.: . 1 1 '1 I 1
j
iii •l I JlJJ'J.-..LJ: 1 ·· 1 I I ~!· T :1-n1111111, 1!11·,1!i!ill!lli1'1 1:-1111:1i:11:I tJ I: 1,J:1,1! 111il :11Hi11' 1il 1t1:1 ,,
,1 1 1 1 .,11 I·'! 1 1,1 ~-1.1 1,,i:::T;,1n, 1P1P111 -.111di!li11,:i ! •li•.1!\iir:p;;jITTITTni::'i' ,11," .. 1 .:if-:, f--:,1-f:,p;,7:-~-+1-ftfOG..4?.ir- ~-"'&+~7: . 'I !)l'.i" :11, i i' ! ':111 :: "1; !Iii Ill. ill :·I!•·. :1: i! : ~---+- - --1~1 1 1
0 ':.. 1: i'I= ;J. ,: !t'':• i:11 -: ::·:l!!i: ;q: ii 11 :! 11111 t Ii: 1:1: 1111 i!i! ::1: ::· ::11 ;i I I: I t-n iJ , :: -ii ,'.;, , ,,,li:i ':ii · ·.:I[.,:,,: : I.: il'i !:ii -:Ii. · •:: !iii q' ;:,i 1::1 (ii,:!!: 1: :, ;!1 .tl !:
1-_~,,1-, _-1--1--1-_J-. IH~' -1-1,+1::!:"'~, 1, :, ii• /, , ,, ~ii!._: j:j·' '! n; ~ ::1: ii 1(07.?( ;\I ile'!-'1~. ", lid 111, ,tli ,•i! .iii :,I! .Jj >-:c ...... ~ --;;:- . R,-nc 11, I"., .. , ,, ''I " .·,., .. "I' •1r: .1 ' . , I ,I .-,,,~ . , .. II .,,, ' ·11 .,,, "I
I' ,:;1 I i 111' 1~ 1- I'': :1 ,:1: ', II I' I l L •: I 11]1 •Ii I j 1!:1 /• I ::I 11- ,:i1~ •. IP,! 1:'l ii 't ' '.-I. "ii 'I
:it·''+· II;' I ' ,,11
_())H:1,,,
-;ii::! 1· 1:1• 11•~t: b : ~ q; · :1 ;11! IN : n 11, 1i: :1 !111:•; ! .:11 , _1~• 11 1 :1 i1::i1••j 111:, i:11 : :·i: ··ii.:: ! :· dlil: if,, ~ut:P"j!l,, . .. , ' I:•:: ~ •: :1" 1 ':! t 1:1 Ii I •ill , I; II!, ::.:!;.;;li,'.11!1! : !fl\ !iit \I ·II '" ""' ,, ,, ~,Sil~ ' ·:· ·1·· I' \i. •. ·1 ., .. , Jj\·_· 1 ·11. I 'ill I: :i 11_ 111''_1 71~:t,:II 111' . · 11 '_' ·1 ,:'_I " ~ I ,,, ,· ·, · 1 ·' !'• i ·_ !1lJ._ ~: .... :J!..}Jb _1 __ . i . lj~~ I_!_
ii .,;, , 1 r 1 .1 1 ;r T , :,,, !f11, ~ 1 1~1 Dt i'!I 11-z,;l ITIH:11rr: 1n 11 ,: i•, I !' t ~I : t · ,:!·!;!; ':i- ', :ii!:~li /iil'r,,!l>'il!ii!1 1il,'ii .. ,
---- --,~ -(1101.c..,:i11 e,7.- ... --r ss ,1 •T ~ , . , c ~ w··, •· · · 1
: ' ,,: + :-, ' : '1; ~~.! ,:;~ ~~~~.;+"' ';! :::: :::: ::1, ' - . . .. I,' ' I '·'" "" .,,+;! ll 1111 .Zi2l ''"!:\SI·' _.,I!.,, :,, ,:\:
-=--- , .1 :I;:/,, :, ·, _ · · · ~ ~~lf~'; :::,: //;,::,' •! ,, • :11,: ,r:,;:l ,:: , : : 1 llii 1111 Ill! , :1 :ll:ti Iii•->;: .I,· : , . ii 'ti' ::: " I ill: ,'/\;,i: 11:: 1111 · I ill lili ill II I ill
" ·,' i ', ! , la ,. ,, , 1 ii,: !:!I 11:1 · ·, •· 1"1: ·,, =-- 'tcn.ro· · :1;t-c.11i; ,;1: •:1: 1,: 11111111 ·i! .'.i.f-. .;1 ··_-_ 1 l~-- :; 1·· 1
', ... 1...:±. ll-+--+-+-t-+-+--+--t-•-' • li'fic. ,, ,1, d n1_; :'!i :i · ,;'>' 1• ·II·- 17 •1~ I:• 1 11;--1ni:•1i ·,
_:_,__ • 1 ' I , I I ·ll '.; I :: : 1 'II 1: ·
=.:...f,_j'HTI;'-''·,e"J \ij[~~7~0J)- -H<"~\-W""" ;'. f ? 0 ,: , -- --i-- - [_ ·>-+--+-·+- - t+-+-+-+-+-¾-+-;-+G ·11.!-r- -r--~E? ~~Jl
f _Tl: .f-_,I_L - f---,L +-~---· -'e------.!2. ·[' . .s __ J__,
1 -i--t--+-t-+-\':i, ___ ~----~-:_ I \):,-+--+-+-+-+-+-+-+·~. I G - ,! I
- +-! ++--- -~-- , ~-' ·-: -;._ I I I I --t I ! I ! If=-~ ' 1·=1::-~ ~i=+Tr:1~-:=i:r+:i------1=r-~-~-1==tr::r:::-~~~a-ki½ 1-hl~+1·~~~i-::_
-..J --H+L-~~-+:1·~-r!---i----:·-l····! __ !_H_\.++++·rr~H "it I ~~ +-1-~--H-+ -r !---C,,_}e>l.B"J-; l11O8.?:,0)-:-(ll08EPJ) GtB?.80)- (1105.1=1'>)!1 ~-G~+~B2_>l!.;_J22_:P):!-t--i--,rH-
-~-J.-!-·-'·-·1--ri-1:-,··rl··· :-[7! . I I ' I ,, I i I+ 1-+- 7) ---t-·tr,_-1·-:-1·-,-1·--,---._···•-1-i- ti+ _J l ~1 1 -, H.-r-1 rJ·- :1 -i7i·i ~ TT ·r L : i i r : '··· tn·--rH- .L1++-:-tn-i-r1-~ 1-t-r-
,-.'Jl-~ ::!! ~-T r,·-·TT1r·i- ---Ff=-·r 1 1 1 ~f--;~-1 1 , 1 • , -::-1-~ ' 'Tl+i---- --~--~--;--r-r--:1 f---·-rt·1 -:-#t,.._ ·-. I i ,;, : J"'=
1_1'-; rn 1·rr·· : r i :; '-_ 1,_ --:· i_-1 - . i_-::-t ··tt, r ~ht- 1 r 1 . H+ Jr,~~ rrrf--,-rr:-h-:-;-n·7--%..'..._l·-r,.p;t: ! I i ' 1 I
+l' fn o +++ to H +·i ~ i --;+-i § ·• ··; r+~ i + f- ]o-H---1--l :-+ l- 1 i -i , ::• ~ :> ·:,- ~-, ··::rfr-.:IJ;·rf: r+:r ltO")~J G+_~7:~;-r:7·~-T
cr&--0"F"i:bs ANGELES ROBEnT ".1'I ' ,,,. • .. . . R(V<SION ossrnw: ON .;>L ~11
"''.". j·::\ CITYENGNEEFl ~,_ __ !~~·,,-.~-,' I Q!V,JIS! l",L.,R. II CATE
'·!i~,r;_ 1-•+-- .~~ .• -.-.• ~~~·-=]~ I ---~ij{f~d\ __ _ DESIGNED-TM B-l:3R. DATE
6-'j_>:,
0
I ti,·:;:) 1 . ,.oi·GJ/'
Cf,,Ct,1,t RECCRO
DRAWN I !'VT ENGR.. CHECKW 1..✓, 44AAf'_./, t1/1r/
8-")...2_
f-S:'U'-'P~E-=-.RJvc.1.,~S="E:::D~~(1t~ts1~~~~-=--=-~-=--=-~-=--=--=-i'.~:.:....:,;c----.-=,-- R. E. NO.
R. E. NO. zV.5</_-'---"'-""'-· I 1<,if!;J5T G:Z c'?"' G,2.
C\
. ·-·
... t
,-<
