BUILDING CODE SYNOPSIS:
DETAIL CODES ANAYLSIS ON SHEET A011 & A012
2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC)
USE DESCRIPTION: PRODUCTION W/ SUPPORT OFFICECONSTRUCTION TYPE: TYPE 'III - B'OCCUPANCY TYPE: NONSEPERATED USE GROUPS: 'B' & 'F-1' & 'S-1'FULLY SPRINKLED: YES
BUILDING HEIGHTS AND AREAS :ACTUAL AREASSITE AREA = 402,960.67 SFBUILDING AREA = 174,568 SFBUILDING FOOT PRINT = 159,515 SFBUILDING/LOT COVERAGE = 43.3 %LANDSCAPED AREA = 79,800 SF
OFFICE AREA = 14,750 SFMEZZANINE AREA = 15,053 SFPRODUCTION AREA = 67,295 SFWAREHOUSE AREA = 77,470 SFTOTAL BUILDING AREA = 174,568 SF
General Building Heights & Areas: (No Change) The existing building is a one story building with amezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimitedarea is allowable per section 507.3, so long as the building meets the requirements of section507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and60-feet set back on all sides.
MEANS OF EGRESS:CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1
• OFFICE OL = 148 OCCUPANTS(14750 SF/100) => 148. OL• PRODUCTION OL = 337 OCCUPANTS(67295 SF/200) => 337. OL• WAREHOUSE OL = 155 OCCUPANTS(77470 SF/500) => 155. OL• MEZZ. OL = 151 OCCUPANTS(15053 SF/100) => 151. OL• GROUND FLOOR OL = 640 OCCUPANTS(148 + 337 + 155) => 640. OLMeans of egress: Occupant load analysis finds that the occupant load factor for the building will be
increased by 136 occupants per code, giving the building an occupant load total of 788 occupants.The building meets egress requirements based upon this analysis. The quantity of exits and theexiting widths meet the egress requirements. No additional rated exits or horizontal exits arerequired. All existing rated exits and horizontal exits shall be maintained. One egress door fromthe 'OPC office' area will be changed so that it will swing out with the direction of egress.
ACCESSIBILITY:BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSIA117.1 & ADAAccessibility: (No Significant Change) The property shall be required to comply with current codesas adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there areminor items that may need correction based on the JHA's full review of plans and thier inspectionof construction.
PARKING & ACCESSIBLE PARKING:PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA)PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA)PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE)TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACESPARKING STALLS TBP: 321 SPACESMOTORCYCLE PARKING = 3 SPACESACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE
Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existingparking stalls provided. Due to the change in occupancy 273 standard stalls will be required percalculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to beprovided, eight stalls must be accessible parking stalls, at least one of which must be a vanaccessible parking stall.
A20CODE INFORMATION
J13BUILDING LOCATION REFERENCE MAPSNTS
A TENANT FINISH FOR:
FARMERS INSURANCEMDC / OPC - RELOCATION FOR OPC
13950 RAMONA AVECHINO CA 91710
PROJECT DESCRIPTION:THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDING
FOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USEGROUPS: 'B', 'F-1' & 'S-1'
APPROXIMATE AREA FOR PROJECT CONSTRUCTION WORK IS 55,200 SQUARE FEET.
1
X01A101
X01 A101
PLAN NOTE
WALL TYPE
FURNITURE TYPE
DOOR NUMBER
WINDOW TYPE
REVISION NUMBER
EQUIPMENT TYPE
OFFICE
101ROOM NAME AND NUMBER
NEW DOOR
EXISTING DOOR TO BE REMOVED
DATA OUTLET
DATA OUTLET
DATA / PHONE OUTLET
EMERGENCY LIGHT
DATA / PHONE OUTLET
DUPLEX OUTLET
DUPLEX OUTLET
QUADPLEX OUTLET
MOTION DETECTOR
SPECIALTY OUTLET
QUADPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
CAMERA
EXHAUST FAN
EXIT LIGHT
SPRINKLER HEAD
FLOURESCENT STRIP LIGHT
WALL WASHING CAN LIGHT
CAN LIGHT
MECHANICAL SUPPLY GRILL
CORE DRILL
FIRE EXTINGUISHER
LIGHT SWITCH
EMERGENCY LIGHT
EMERGENCY CAN LIGHT
WALL MOUNTED AT 46" A.F.F.
DIMMER SWITCHWALL MOUNTED AT 46" A.F.F.
THREE-WAY SWITCHWALL MOUNTED AT 46" A.F.F.CABLE OUTLETWALL MOUNTED AT 46" A.F.F.
JUNCTION BOXWALL MOUNTED AT 18" A.F.F.
JUNCTION BOXFLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTEDEXIT LIGHT
INCANDESCENT LIGHTCEILING MOUNTED
INCANDESCENT LIGHTWALL MOUNTED
1 X 4 LIGHT
FLOURESCENT LIGHT FIXTURERECESSED
FLOURESCENT LIGHT FIXTURESURFACE MOUNTED
FLOURESCENT LIGHT FIXTUREPARABOLIC LENS
EXISTING DOOR TO REMAIN
OFFICE
101
S S S S S S S S
S S S S S S S S S S
ABBREVIATIONS@ AT FLR FLOOR RE: REFER TO
ACC ACCESSIBLE GSF GROSS SF REQD REQUIREDBW BOTTLE WATER H/L HIGH/LOW DF RO ROUGH OPENING
CLR CLEAR INT INTERIOR SF SQUARE FEETDF DRINKING FOUNTAIN LAV LAVATORY SUB SUBSTITUTE
DIST DISTRIBUTED LL LIVE LOAD TBL TABLEEA EACH M MALE TBD TO BE DETERMINED
EADEXIT ACCESSDOORWAYS MAX MAXIMUM UR URINAL
EXC EXCEPTION MIN MINIMUM WC WATER CLOSETSF FEMALE NU NOT USED W/ WITH
FIN FINISH OL OCCUPANT LOAD PRT PRINTERF.V. FIELD VERIFY P.LAM PLASTIC LAMINATE
OFCI
OWNERFURNISHEDCONTRACTORINSTALLED
OFOI
OWNERFURNISHEDOWNERINSTALLED
CFCI
CONTRACTORFURNISHEDCONTRACTORINSTALLED
EMERGENCY FLOURESCENTLIGHT FIXTURE
ELECTRICAL PANEL
ELECTRICAL GENERATOR
ELECTRICAL TRANSFORMER
MECHANICAL RETURN GRILL
FLOOR DRAIN
WATER METER
ELECTRICAL METER
GAS METER
42"
GFI
E
R
220
INDICATES EXISTING TO REMAIN
INDICATES EXISTING INRELOCATED LOCATION
INDICATES HEIGHT TOCENTERLINE A.F.F.
INDICATES SPECIAL VOLTAGEREQUIREMENT
INDICATES GROUND FAULTINTERCEPT
FIRE ALARM ANNUNCIATOR PANEL
ONE-HOUR RATED WALL
TWO-HOUR RATED WALL
ONE-HOUR SMOKE WALL
TWO-HOUR SMOKE WALL
FIRE / HORN / STROBE PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
HORN WALLMOUNTED
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
KEYPAD WALL MOUNTED AT46" A.F.F.
STROBE LIGHTWALL MOUNTED
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
SMOKE DETECTOR
SPEAKER
EXISTING WALL TO BE REMOVED
COLUMN REFERENCE NUMBER
CONTROL POINT OR DATUM
BUILDING SECTION ORELEVATION REFERENCE
WALL SECTION ORDETAIL REFERENCE
NEW WALL
EXISTING WALL TO REMAIN
A30SYMBOLS LEGEND & ABBREVIATIONSNOTE: NOT ALL SYMBOLS ARE USED HEREIN
TENANTFARMERS INSURANCE GROUP4680 WILSHIRE BLVD.LOS ANGELES, CA 90010323/932-7168323/932-8094 faxKIMBERLY HARRISFACILITIES PROJECT [email protected]
TENANTFARMERS INSURANCE GROUP30801 AGOURA ROAD.LOS ANGELES, CA 90010818/584-0448818/584-0461 faxALAN REAMBUILDING ADMINISTRATION STAFF [email protected]
JHACITY OF CHINOCOMMUNITY DEVELOPMENT DEPARTMENTBUILDING DIVISION13220 CENTRAL AVE; CHINO, CA 91710PO BOX 667; CHINO, CA 91708-0667909/464-0791909/464-0777 faxPETE GOODRICHSUPERVISING PLANS [email protected]
ARCHITECTREES MASILIONIS TURLEY ARCHITECTURE908 BROADWAY 6TH FLOORKANSAS CITY, MO 64105816/842-1292816/842-1878 faxRICHARD [email protected] [email protected]
JHACITY OF CHINOCOMMUNITY DEVELOPMENT DEPARTMENTPLANNING DIVISION13220 CENTRAL AVE; CHINO, CA 91710PO BOX 667; CHINO, CA 91708-0667909/464-8309909/590-5535 faxTABITHA HERNANDEZPERMIT PROCESSING [email protected]
MEP ENGINEERBGR ENGINEERS908 BROADWAY, 2ND FLOORKANSAS CITY, MO 64105816/842-2800816/842-4884 faxKATRINA [email protected] [email protected]
JHACHINO VALLEY FIRE DISTRICT14011 CITY CENTER DRIVECHINO HILLS, CA 91709909/902-5280 ext. 224909/902-5250 faxDANIELLE BARNESDEPUTY FIRE [email protected]
STRUCTURAL ENGINEERWALLACE ENGINEERING818 GRAND BOULEVARD, SUITE 1100KANSAS CITY, MO 64106816/421-8282816/421-8338 faxERIC [email protected]
JHA - CONSULTANTHUGHES ASSOCIATES, INC6 CENTERPOINTE DR, SUITE 760LA PALMA, CA 90623714/739-3870714/739-3869 faxMICHAEL MADDEN, [email protected] [email protected]
ON-SITE CONTACTFARMERS INSURANCE13950 RAMONA AVECHINO, CA 91710626/393-5665JOSE [email protected]
A07CONTACT INFORMATION
N20PERMIT INFORMATION
INSPECTIONS:CONTRACTOR SHALL COORDINATE REQUIRED INSPECTIONS FROM ALL LOCAL JURISDICTIONS.
THE OWNER SHALL PROVIDE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIALINSPECTIONS DURING CONSTRUCTION ON THE TYPE OF WORK AS REQUIRED.
PERMIT:THIS DOCUMENT PACKAGE IS BEING SUBMITTED FOR ANINTERIOR TENANT IMPROVEMENT BUILDING PERMIT:1. INTERIOR PARTITIONS2. FINISHED CEILING SYSTEMS3. ADDITION OF TENANT'S PRODUCTION EQUIPMENT4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS5. ADDITION OF HVAC - CONDITIONED SPACE6. ADDITION OF A GENERATOR ON SITE
DEFERRED SUBMITTALS:1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE2. FIRE ALARM3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE
FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRESPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. N.I.C.
COMPLIANCE:FULL COMPLIANCE PER LAW, ADA AND LOCAL JURISDICTIONS SHALL BE PROVIDED.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED HEREIN PRIOR TOINSPECTIONS. G.C. TO NOTIFY ARCHITECT FOR INSTRUCTIONS. JURISDICTION HAVINGAUTHORITY PER CODE SHALL MAINTAIN THE RIGHT TO INSPECT AND VERIFY CONDITIONS,DIRECT CORRECTIVE ACTION AND COMPLIANCE WITH CODES.
SHEET INDEX
SHEET TITLE DESCRIPTION, CONTENT & SCALE DATE
ARCHITECTURAL:
A001 COVER SHEET - 11/25/2008
A002 JHA COMMENTS - WRITTEN RESPONSES 11/25/2008
A003 JHA REFERENCE 11/25/2008
A011 CODE ANAYLSIS GROUND LEVEL CODE PLAN - 1/16" = 1'-0" 11/25/2008
A012 CODE ANAYLSIS MEZZANINE LEVEL CODE PLAN - 1/16" = 1'-0" 11/25/2008
A013 SIGNAGE REF. NTS 11/18/2008
A014 ADA REFERENCE NTS 11/18/2008
A015 ADA REFERENCE NTS 11/18/2008
A016 ADA REFERENCE NTS 11/18/2008
A021 SITE PLAN SITE PLAN - 1" = 30'-0" 01/12/2009
A031 TITLE 24 BUILDING ENVELOPE 11/18/2008
A101 FLOOR PLAN OVERALL FLOOR PLANS - 1/16" = 1'-0" 11/18/2008
A102 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008
A103 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008
A104 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008
A105 PARTIAL PLAN FLOOR PLAN & FINISHES - 3/16" = 1'-0" 11/18/2008
A106 DEMO PLAN OPC OFFICES - DEMO PLAN - 3/16" = 1'-0" 11/18/2008
A112 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008
A113 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008
A114 PARTIAL RCP RCP - 3/16" = 1'-0" 11/18/2008
A115 PARTIAL RCP RCP - 3/16" = 1'-0" 11/25/2008
A122 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008
A123 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008
A124 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008
A125 PARTIAL PLAN FF&E - 3/16" = 1'-0" 11/18/2008
A141 ROOF PLAN ROOF PLAN - 1/16" = 1'-0" 11/18/2008
A201 ELEVATIONS BUILDING ELEVATIONS - 1/16" = 1'-0" 01/12/2009
A301 SECTIONS SITE SECTION - 1" = 20'-0" / SECTIONS - 1/16" = 1'-0" 11/18/2008
A401 ENLARGED PLANS 1/2" = 1'-0" & DETAILS: 1-1/2" = 1'-0" (DOOR #111) 11/18/2008
A501 DETAILS 1-1/2" = 1'-0" WALLS - TYPES & SECTIONS 11/18/2008
A502 DETAILS 1-1/2" = 1'-0" WALLS - TYPES & SECTIONS 11/18/2008
A503 DETAILS 1-1/2" = 1'-0" & ELEVATIONS: 1/2" = 1'-0" (INTERIORS) 11/18/2008
A601 SCHEDULES DOORS - SCHEDULES, TYPES & DETAILS 11/18/2008
A602 SCHEDULES FINISHES - SCHEDULE, LEGEND, NOTES & DETAILS 11/18/2008
A603 SCHEDULES - RESERVED - -
STRUCTURAL:
S101 FRAMING PLAN 1/16" = 1'-0" 01/12/2009
S102 FRAMING DETAILS SCALE VARIES 01/12/2009
S103 ROOF FRAMING 1/32" = 1'-0" 01/12/2009
FIRE PROTECTION:
FP111 F.P. PLAN FIRE PROTECTION FLOOR PLAN - 1/16" = 1'-0" 11/18/2008
PLUMBING:
P101 DEMO PLAN PLUMBING DEMO - 1/16" = 1'-0" 11/18/2008
P111 FLOOR PLAN PLUMBING - 1/16" = 1'-0" 11/18/2008
P201 DETAILS PLUMBING SCHEDULES, DETAILS & DIAGRAMS 11/18/2008
MECHANICAL:
ME021 SITE PLAN MECHANICAL /ELECTRICAL SITE PLAN - 1" = 30'-0" 11/18/2008
M101 DEMO PLAN MECHANICAL DEMO PLAN - 1/16" = 1'-0" 11/18/2008
M102 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008
M103 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008
M104 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008
M105 DEMO PLAN PARTIAL MECHANICAL DEMO - 3/16" = 1'-0" 11/18/2008
M111 FLOOR PLAN MECHANICAL PLAN - 1/16" = 1'-0" 11/18/2008
M112 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008
M113 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008
M114 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008
M115 PARTIAL PLAN PARTIAL MECHANICAL PLAN - 3/16" = 1'-0" 11/18/2008
M201 SCHEDULES MECHANICAL SCHEDULES, NOTES & SYMBOLS 11/18/2008
M202 DETAILS MECHANICAL DETAILS - NTS 11/18/2008
M301 TITLE 24 MECHANICAL 11/18/2008
ELECTRICAL:
E101 DEMO PLAN ELECTRICAL DEMO PLAN - 1/16" = 1'-0" 11/18/2008
E102 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008
E103 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008
E104 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008
E105 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008
E106 DEMO PLAN PARTIAL ELECTRICAL DEMO - 3/16" = 1'-0" 11/18/2008
E111 FLOOR PLAN POWER PLAN - 1/16" = 1'-0" 11/18/2008
E112 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E113 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E114 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E115 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E116 PARTIAL PLAN POWER - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E121 FLOOR PLAN LIGHTING PLAN - 1/16" = 1'-0" 11/25/2008
E122 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E123 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/18/2008
E124 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/25/2008
E125 PARTIAL PLAN LIGHTING - PARTIAL PLAN - 3/16" = 1'-0" 11/25/2008
E201 DETAILS ELECTRICAL SCHEDULES, DETAILS, NOTES, SYMBOLS. 11/18/2008
E202 RISER DIAGRAM ELECTRICAL RISER & SCHEDULES 11/18/2008
E203 SCHEDULES ELECTRICAL PANEL SCHEDULES 11/18/2008
E301 TITLE 24 ELECTRICAL 11/18/2008
N
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THEGOVERNING LAWS AND CODES, AND IN ACCORDANCEWITH AUTHORITIES HAVING JURISDICTION.
2. GC TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTOF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
3. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DONOT SCALE DRAWINGS UNLESS OTHERWISE INDICATED.ALL DIMENSIONS TO BE TAKEN FROM DESIGNATEDDATUM POINT. WRITTEN DIMENSIONS TAKEPRECEDENCE OVER GRAPHIC REPRESENTATION. DETAILDIMENSIONS TAKE PRECEDENCE OVER PLANDIMENSIONS.
4. ALL ITEMS SUPPLIED BY THE OWNER AND INSTALLED BYTHE CONTRACTOR WILL BE COORDINATED BY THECONTRACTOR FROM DELIVERY TO INSTALLATION.
5. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISHFACE OF PARTITIONS, COLUMNS, ETC., OR TO WHERESHOWN, UNLESS OTHERWISE NOTED.
6. THE GENERAL CONTRACTOR (GC, HEREAFTER) UPONSIGNING THE OWNER/GC AGREEMENT, ACCEPTS THE CD(INCLUDING THESE DRAWINGS W/ THE INCLUDED NOTES& DESCRIPTIVE MATERIAL) & AGREES TO EXECUTE THENECESSARY WORK IN MANNER DESCRIBED THEREIN.
6.1. UPON EXAMINATION / FAMILIARIZATION OF CD & JOBSITE VISIT, ANY DISCREPANCIES, OMISSIONS,AMBIGUITIES AND/OR CONFLICTS NOTED, SHALL BEBROUGHT TO THE ATTENTION OF REES MASILIONISTURLEY ARCHITECTURE, L.L.C. IN WRITING, FORCORRECTION.
6.2. ANY ELEMENT, WHATSOEVER, REQUIRED BYBUILDING TO BE INCORPORATED IN CONSTRUCTIONBUT NOT SPECIFIED IN CD SHALL BE BROUGHT TOATTENTION OF REES MASILIONIS TURLEYARCHITECTURE, L.L.C. FOR REVIEW/ACTION.
6.3. NO MODIFICATIONS / REVISIONS / CHANGES SHALLBE UNDERTAKEN UNLESS SPECIFICALLY SOINSTRUCTED AND APPROVED BY OWNER.
6.4. DURING COURSE OF PROJECT, GENERALCONTRACTOR SHALL MAKE EVERY EFFORT TO FULLYINFORM ALL CONCERNED PARTIES REGARDINGDECISIONS/ACTIONS TAKEN WHICH, IN ANY WAY,MIGHT AFFECT ANY SAID CONSTRUCTIONCONDITIONS.
7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSERESULTING FROM THE CONSTRUCTION PROCESS SHALLBE FILLED/REPAIRED AND THE SURFACE PATCHEDSMOOTH AND LEVEL WITH ADJACENT FLOOR SURFACE, INA MANNER ACCEPTABLE TO OWNER AND REESMASILIONIS TURLEY ARCHITECTURE, L.L.C..
8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURING OFEXISTING CONDITIONS PRIOR TO START OF WORK ANDDURING CONSTRUCTION, AS NECESSARY, TO ASSURECONSTRUCTION ADHERENCE TO DRAWINGS. BYENTERING INTO A CONSTRUCTION CONTRACT FOR THISWORK, GC SHALL INDICATE HIS FAMILIARITY WITH THESITE/FIELD CONDITIONS.
8.1. ALL "HOLD" DIMENSIONS SHALL BE MONITORED TOASSURE CORRECTNESS.
8.2. ANY DIMENSION REVISIONS/MODIFICATIONS ARE TOBE BROUGHT TO ATTENTION OF THE ARCHITECT FORREVIEW/APPROVAL.
9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM"BENCH MARK" OR OTHER SIMILAR GUIDE ESTABLISHEDPRIOR TO START OF CONSTRUCTION. HIGH POINTS, LOWPOINTS, IRREGULARITIES IN FLOOR SLAB, PARTICULARLY,WHICH COULD IN ANY WAY AFFECTFABRICATION/INSTALLATION WORK OF OTHER TRADESOR VENDORS (I.E., CABINET CONTRACTORS), SHALL BEBROUGHT TO THE ATTENTION OF THE ARCHITECT.
9.1. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" FOREVERY 10'-0" IN EVERY DIRECTION WILL REQUIRELEVELING OF SLAB BY G.C. LEVELING OF SLAB TO BEDONE AS REQUIRED READY TO RECEIVE FLOORFINISHES, (I,E, VINYL TILE FLOORS, CARPETING, ETC).G.C. TO VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION AND CONTACT LANDLORD.
10. GC, SUBCONTRACTORS, AND ALL VENDORS ARE TOVERIFY ALL CLEARANCES (CORRIDORS, STAIRS,ELEVATORS, ETC.) REQUIRED FOR DELIVERIES ANDPASSAGE OF ALL JOB MATERIALS/EQUIPMENT.
11. ALL NECESSARY WOOD BLOCKING / GROUNDS, ETC., ARETO BE SUPPLIED AS FIREPROOFED ELEMENTS. GC SHALLFULLY COORDINATE SETTING/PLACEMENT OF THESEELEMENTS AS REQUIRED BY LOCAL CODE/BUILDING ORSURROUNDINGS.
11.1. GROUND/BLOCKING MAY NOT BE WHOLLY SHOWNON DRAWINGS AND GOOD CONSTRUCTION PRACTICESHALL GOVERN/DETERMINE SAID USE WHERE AQUESTION ARISES.
11.2. GC TO PAY PARTICULAR ATTENTION TO ALLLOCATIONS OF DRYWALL PARTITION CONSTRUCTIONTHAT ABUT OR RECEIVE MILLWORK OR CABINETWORK CONSTRUCTION. INTERNAL WOOD BLOCKINGSHALL BE SUPPLIED FOR STURDY ANCHORAGE ATINTERSECTIONS OF WOOD/GLASS BORROWED LIGHTPARTITIONS AND ADJACENT DRYWALLCONSTRUCTION AS REQUIRED.
A26GENERAL NOTES
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01SHEET INDEX
COVER
RICHARD R. CLARK
A001
SITE
AREA OF WORK
A13MANDATORY MEASURESNTS
ENVELOPE MANDATORY MEASURES:INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH
THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118.
ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING ANDSMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC.
ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIRLEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117.
SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THEBUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIREDOORS).
MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THEMANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FORU-FACTOR ACCORDING TO NFRC PROCEDURES.
DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS(EXCEPT DOORS).
INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS.
COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TESTPROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE ANDEMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THEROOFING.
ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPTSKYLIGHTS, MECHANICAL PENATRATIONS, ETC.).
EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMEDFURRING WALLS (EXCEPT DOORS).
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
2. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA(PERMIT #B08-1554)
FARMERS INSURANCE CURRENTLY OCCUPIES THIS ENTIRE BUILDINGINCLUDING AREAS NOT WITHIN AREA OF WORK.
1
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01WRITTEN RESPONSES TO HAI COMMENTSHAI FILE NO: 1MAM8004.001-583 / FIRE DISTRICT PERMIT NUMBER 12949
WRITTEN RESPONSESJHA - COMMENTS
RICHARD R. CLARK
A002
WRITTEN RESPONSES1. PER COMMENTS ABOVE, WE HAVE ADDED SHEET A002
1.1. PRECISE DESCRIPTION OF WHAT IS & WILL BE ASSEMBLED IN THIS FACILITY. THE FACILITY AT 13950 RAMONAAVE. IS AN OPERATIONAL UNIT OF FARMERS INSURANCE THAT ADDRESSES FOUR PRIMARY FUNCTIONS:
1.1.1. WAREHOUSE STORAGE FACILITY FOR PRINTED SALES/MARKETING MATERIALS1.1.2. ORDER FULFILLMENT PROCESSING CENTER OF SALES/MARKETING MATERIALS FOR THE FARMERS AGENTS
ACROSS THE USA1.1.3. DISTRIBUTION CENTER FOR INTRA-COMPANY MAIL BEING SENT TO THE FARMERS AGENTS ACROSS THE USA1.1.4. A PRINTING OPERATIONS THAT PRINTS INTERNAL COMPANY COMMUNICATION PIECES, SALES/MARKETING
ITEMS AND VARIOUS REGULATORY ENDORSEMENTS (WHICH JOIN THE INSURANCE POLICIES BEING SENT TOFARMERS INSURANCE CUSTOMERS ACROSS THE USA)
1.1.5. THIS SUBMITTAL & PROJECT WILL ADD AS OF OCTOBER 2009, AN ADDITIONAL/FIFTH PRIMARY FUNCTIONWILL BE ADDED TO THE FACILITY:
1.1.5.1. ANOTHER PRINTING OPERATIONS THAT PRINTS ALL AUTO AND HOMEOWNER POLICIES FOR ALLFARMERS INSURANCE CUSTOMERS ACROSS THE USA
2. PER COMMENTS ABOVE, WE HAVE ADDED SHEET A0022.1. HAZARDOUS MATERIALS IN THE NEW PRINT ROOM # 186 ARE BELOW THE MAXIMUM ALLOWABLE QUANTITIES AS
LISTED IN CBC TABLE 307.1(1) AND AS THERE ARE NO SUCH MATERIALS PRESENT IN THE PRINT ROOM 186, USECOMPLIES WITH CFC
2.1.1. FARMERS INSURANCE CURRENTLY OCCUPIES THIS ENTIRE BUILDING INCLUDING AREAS NOT WITHIN AREASOF WORK AND INCLUDES DESCRIPTION OF THE EXISTING FACILITIES WITH RELEVENT ATTACHMENTS.
2.1.2. THE INKS USED IN THE CURRENT PRINTING PRESSES ARE SOY-BASED WITH NO TOXINS. ONLY THESOLVENTS USED FOR CLEAN UP CLASSIFY AS FLAMMABLE/HAZARDOUS - THOUGH TO A SMALL DEGREE.ADEQUATE STORAGE CABINETS AND A SEPARATE CHEMICAL ROOM ARE USED. PROPER HANDLINGPROCEDURES ARE FOLLOWED WITH MSDS SHEET TRACKING OCCURS AS EXPECTED.
2.1.3. ATTACHED IS THE LAST FULL REPORT WAS SENT TO THE COUNTY FIRE DEPARTMENT (AND THEIR RECEIPTACKNOWLEDGEMENT) - WHICH INCLUDES THE HAZARDOUS MATERIAL INVENTORY SHEETS (HMIS) AS PARTOF THE ATTACHMENTS. ALL HAZARDOUS MATERIALS ARE MAINTAINED BELOW REPORTABLE QUANTITIES.
2.1.4. REGARDING THE ADDITIONAL/NEW PRINTING OPERATIONS THAT IS PLANNED TO BE ADDED TO THE FACILITYNEXT YEAR, THAT OPERATION USES ALL DIGITAL PRINTERS (NO OFFSET PRESSES) WITH 100% TONER-BASEDTECHNOLOGY FOR ALL THE PRINTING MACHINES. NO INKS/SOLVENTS USED. AS SUCH, HMIS IS NOTAPPLICABLE.
3. PER COMMENTS ABOVE, WE HAVE REVISED SHEETS A011 & A012 TO INDICATE THE DISTANCE TO EXITS ANDTRAVEL DISTANCES TO EXITS GRAPHICALLY UNIQUE OF RESTROOM TRAVEL DISTANCES.
3.1. TRAVEL DISTANCES ARE SHOWN AT EXITS WITH PATH OF TRAVEL TO THAT EXIT.3.2. TRAVEL DISTANCES ARE INDICATED PER REVISED GRAPHIC LEGEND ON SHEETS A011 & A012
4. PER COMMENTS ABOVE WE HAVE REVISED SHEETS A115, E121, E124 & E125.4.1. A115 REFLECTS ADDED EMERGENCY LIGHTING IN THE REMODELED OFFICE ARE AND THE AIR COMPRESSOR
MEZZANINE4.2. E121-ADDED A NOTE TO THE PLANS INDICATING AREAS NOT REQUIRING LIGHTING WORK AND THAT THE
BUILDING IS CURRENTLY COMPLETELY OCCUPIED BY FAMERS.4.3. E124 AND E125-ADDED EMERGENCY LIGHTING IN THE REMODELED OFFICE ARE AND THE AIR COMPRESSOR
MEZZANINE
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
1
010203040506070809101112131415161718192021222324252627282930313233343536
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F
E
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A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01REFERENCE - MOST RECENT REPORT FOR EXISTING FACILITY AS SUBMITTED TO COUNTY FIRE DEPARTMENT
REFERENCE
RICHARD R. CLARK
A003
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
S19PAGE 1
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B19PAGE 3A19
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TRAVELDISTANCE134'-0"
TRAVELDISTANCE465'-0"
TRAVELDISTANCE465'-0"
TRAVELDISTANCE
118'-0"
TRAVELDISTANCE473'-0"
TRAVELDISTANCE225'-0"
TRAVELDISTANCE285'-0"
TRAVELDISTANCE250'-0"
389'-8"
82'-5 1/2"
205'-0"
152'
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TRAVELDISTANCE
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FLEXI
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PRINT AREA13,600 SQ.FT.
INSERTING AREA19,050 SQ.FT.
SORTING AREA13,200 SQ.FT.
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MATERIALP ALLET
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PRSU4Unwind
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PRSU4Unwind PRSU4
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PRSU4Unwind
PRSU4Unwind
COMPRESSEDAIR REEL
COMPRESSEDAIR REEL
COMPRESSEDAIR REEL
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COMPRESSEDAIR REEL
COMPRESSEDAIR REEL
COMPRESSED AIR REEL
COMPRESSEDAIR REEL
42"DISPLAY
42"DISPLAY
CHARGER
P APER ROLL
P APER ROLL
15'-0"9'-0" 9'-0"
9'-0
"6'
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9'-0
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O-2OFFICE
141
O-1OFFICE
133
O-2OFFICE
132
CONFERENCEROOM
134
WAITINGAREA135
STORAGEROOM
140
OPENOFFICE
136
WORKROOM
130
WORKROOM
131O-1OFFICE
139
OPENOFFICE
142
OFFICE 138
ELECTROOM
137
MENSRESTROOM
144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
UPSROOM
182
SERVERROOM
171
SORTINGAREA193
IDFROOM
194
IDFROOM
185
CHECKSCAGE187
VENDOROFFICE
188
VENDORWORK AREA
111
PRINTROOM
186
INSERTINGAREA192
STORAGEROOM
180
VENDORAREA189
VENDOROFFICE
184
RECYCLEDOCK
108
CHARGINGAREA107
MENSRESTROOM
179
WOMENSRESTROOM
178
MENSRESTROOM
169
WOMENSRESTROOM
168
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
PRINTROOM
104
HALLWAY149
NL
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FHN
FEN
FEN
FEN
FEN
FEN
FEN
FEN
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FEN
FEN
FEN
FEN
FEN
FEN
FEN
FEN
FEN
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NLNLNL NL
NL
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A14 A105
A07 A104
A07 A102
A07 A103
A07 A113
A07 A123
A07 A112 A07 A122
A07 A114 A07 A124
A14 A106 A14 A115 A14 A125V01 A301
V01 A301
K01A301
K07A301
V01A301
V01A301
K07A301
K07A301
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A01
A201
A01A201
H01A201
T01A201
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REPAIREXISTINGSMOKECURTAIN
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 5728 SF
SMOKE CURTAINAREA = 3840 SF
SMOKE CURTAINAREA = 5680 SF
SMOKE CURTAINAREA = 1460 SF
SMOKE CURTAINAREA = 5680 SF
SMOKE CURTAINAREA = 7050 SF
SMOKE CURTAINAREA = 4850 SF
SMOKE CURTAINAREA = 5250 SF
SMOKE CURTAINAREA = 4780 SF
SMOKE CURTAINAREA = 2100 SF
SMOKE CURTAINAREA = 1790 SF
NEWDEMISING
PARTITION
NEWDEMISING
PARTITION
NEWDEMISING
PARTITION
EXISTING PARTITION WALL
EXISTING PARTITION WALL
ADIABATIC PARTITION WALL
EXISTING SMOKE CURTAINS TOBE ABANDON IN PLACE WHERE
NEW CEILING @ USE 'F-1'
CLEAR HEADROOM > 80"
CLEAR HEADROOM > 80"
CLEAR HEADROOM > 80"
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
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SHEET TITLE
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DATE
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All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
N
04' 16'
1/16" = 1'-0"
A07CODE ANAYLSIS FLOOR PLAN
CODES ANAYLSIS
RICHARD R. CLARK
A011
BUILDING CODE SYNOPSIS:
DETAIL CODES ANAYLSIS ON SHEET A011 & A012
2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC)
USE DESCRIPTION: PRODUCTION W/ SUPPORT OFFICECONSTRUCTION TYPE: TYPE 'III - B'OCCUPANCY TYPE: NONSEPERATED USE GROUPS: 'B' & 'F-1' & 'S-1'FULLY SPRINKLED: YES
BUILDING HEIGHTS AND AREAS :ACTUAL AREASSITE AREA = 402,960.67 SFBUILDING AREA = 174,568 SFBUILDING FOOT PRINT = 159,515 SFBUILDING/LOT COVERAGE = 43.3 %LANDSCAPED AREA = 79,800 SF
OFFICE AREA = 14,750 SFMEZZANINE AREA = 15,053 SFPRODUCTION AREA = 67,295 SFWAREHOUSE AREA = 77,470 SFTOTAL BUILDING AREA = 174,568 SF
General Building Heights & Areas: (No Change) The existing building is a one story building with amezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimitedarea is allowable per section 507.3, so long as the building meets the requirements of section507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and60-feet set back on all sides.
MEANS OF EGRESS:CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1
• OFFICE OL = 148 OCCUPANTS(14750 SF/100) => 148. OL• PRODUCTION OL = 337 OCCUPANTS(67295 SF/200) => 337. OL• WAREHOUSE OL = 155 OCCUPANTS(77470 SF/500) => 155. OL• MEZZ. OL = 151 OCCUPANTS(15053 SF/100) => 151. OL• GROUND FLOOR OL = 640 OCCUPANTS(148 + 337 + 155) => 640. OLMeans of egress: Occupant load analysis finds that the occupant load factor for the building will be
increased by 136 occupants per code, giving the building an occupant load total of 788 occupants.The building meets egress requirements based upon this analysis. The quantity of exits and theexiting widths meet the egress requirements. No additional rated exits or horizontal exits arerequired. All existing rated exits and horizontal exits shall be maintained. One egress door fromthe 'OPC office' area will be changed so that it will swing out with the direction of egress.
ACCESSIBILITY:BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSIA117.1 & ADAAccessibility: (No Significant Change) The property shall be required to comply with current codesas adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there areminor items that may need correction based on the JHA's full review of plans and thier inspectionof construction.
PARKING & ACCESSIBLE PARKING:PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA)PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA)PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE)TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACESPARKING STALLS TBP: 321 SPACESMOTORCYCLE PARKING = 3 SPACESACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE
Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existingparking stalls provided. Due to the change in occupancy 273 standard stalls will be required percalculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to beprovided, eight stalls must be accessible parking stalls, at least one of which must be a vanaccessible parking stall.
PROJECT DESCRIPTION:THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDINGFOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USEGROUPS: 'B', 'F-1' & 'S-1'
1
X01 A101
PLAN NOTE
WALL TYPE
DOOR NUMBER
REVISION NUMBER
OFFICE
101ROOM NAME AND NUMBER
NEW DOOR
EXISTING DOOR TO BE REMOVED
EMERGENCY LIGHT
EXIT LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTEDEXIT LIGHT
EXISTING DOOR TO REMAIN
OFFICE
101
S S S S S S S S
S S S S S S S S S S
GFI
E
R
INDICATES EXISTING TO REMAIN
INDICATES EXISTING INRELOCATED LOCATION
INDICATES GROUND FAULTINTERCEPT
ONE-HOUR RATED WALL
TWO-HOUR RATED WALL
ONE-HOUR SMOKE WALL
TWO-HOUR SMOKE WALL
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
HORN WALLMOUNTED
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
STROBE LIGHTWALL MOUNTED
SMOKE DETECTOREXISTING WALL TO BE REMOVED
COLUMN REFERENCE NUMBER
WALL SECTION ORDETAIL REFERENCE
NEW WALL
EXISTING WALL TO REMAIN
INSPECTIONS:CONTRACTOR SHALL COORDINATE REQUIRED INSPECTIONS FROM ALL LOCAL JURISDICTIONS.
THE OWNER SHALL PROVIDE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIALINSPECTIONS DURING CONSTRUCTION ON THE TYPE OF WORK AS REQUIRED.
PERMIT:THIS DOCUMENT PACKAGE IS BEING SUBMITTED FOR ANINTERIOR TENANT IMPROVEMENT BUILDING PERMIT:1. INTERIOR PARTITIONS2. FINISHED CEILING SYSTEMS3. ADDITION OF TENANT'S PRODUCTION EQUIPMENT4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS5. ADDITION OF HVAC - CONDITIONED SPACE6. ADDITION OF A GENERATOR ON SITE
DEFERRED SUBMITTALS:1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE2. FIRE ALARM3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE
FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRESPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. N.I.C.
COMPLIANCE:FULL COMPLIANCE PER LAW, ADA AND LOCAL JURISDICTIONS SHALL BE PROVIDED.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED HEREIN PRIOR TOINSPECTIONS. G.C. TO NOTIFY ARCHITECT FOR INSTRUCTIONS. JURISDICTION HAVINGAUTHORITY PER CODE SHALL MAINTAIN THE RIGHT TO INSPECT AND VERIFY CONDITIONS,DIRECT CORRECTIVE ACTION AND COMPLIANCE WITH CODES.
LEGEND:
W01LEGEND
A01PERMIT & CODE INFORMATION
INDICATES EGRESS TRAVELDISTANCE STARTING POINT
GRAVITY VENT
N INDICATES NEW
n
n
n = NL (NEW)
n = LE (EXISTING)
FIRE HOSEWALL MOUNTED AT 46" A.F.F.
SKY LIGHT
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
INDICATES TRAVEL DISTANCE TONEAREST RESTROOM
1
1
COPIER
COPIER
PR PR PR
FAX
FAX
PR
PR
PR PRPRFAX
FAX
FAX
DO
WN
COPIER
E
COPIER
DOWN
PR
BC
FAX
FAX
DD
DD
DD
DD
E
FAX
PR
DD
D D D D D B B
DD
PR
FAX
FAX
5
5
5
5
PR
DATA ROOM
JANITOR
MEN'S TOILETWOMEN'S TOILET
242P
442P 442P 442P
442P
342P
242N 342P 342P
242N
242N 342P 342P
342P
442P
442P
342P
342P
242N
242N
242N
242N
342N 342P 342P
342P
442P
442P
342P
242N242N
342P 342P 342P 342N 242N
342N24
2N
442P 442P 442P 442P 442P 442P 442P
3062
P36
2P36
2P
62CN 362GN
262P
462P
362P
62CN 362GN
262P
462P
362P
62CN 362GN
262N
262P
3062
P36
2P36
2P
62CN
362GN
3042
N
342N
342N
242P
6060 6060
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6060 6060 2460 6060 60602460 2460 2460
6060 60602460 2460 2460
6060 60602460 2460 2460
6060 60602460 2460 2460
6060 60602460 2460 2460
6060 60602460 2460 2460
6060 60602460 2460 2460
6060 2460
2460 2460 2460 2460
6060 6060 6060 6060
2460
6060
6060 6060 2460 2460
6060 6060
2460 2460 6060 6060
6060
606060606060606024602460
6060
442P 442P
262P
462P
362P
62CN 362GN
442N 442N442N
LE
LE
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LE
LELE
E
E FE
FE
STAIRTWO
STAIRONE
MENSRESTROOM
204
WOMENSRESTROOM
205
182'-0"
70'-3"
TRAVELDISTANCE136'-0"
TRAVELDISTANCE193'-0"
FINISH FLOOR11' - 6" AFF +/-
183
AIR COMPRESSOREXISTING TO REMAIN
OUTLINE OF VAULT BELOW
LADDER
AIR COMPRESSOREQUIPMENT PLATFORM
183
N FE
A07 A125A07 A115A07 A105
CEILING PER SCHEDULE7'-8" AFF
BUILDING CODE ANALYSIS SUMMARY
General: JHA (Jurisdiction Having Authority); City of Chino California. Fees for permit and reviewbased upon valuation. Codes adopted by the JHA: part 2, 2007 California building code, part 3, 2007California electrical code, part 4, 2007 California mechanical code, part 5, 2007 Californiaplumbing code, part 9, 2007 California fire code.
PROJECT:FARMERS INSURANCE OPC RELOCATION TO CHINO CALIFORNIA13950 RAMONA AVE; CHINO, CA 91710
PROJECT DESCRIPTION:INTERIOR TENANT IMPROVEMENT OF A ONE-STORY BUILDING
JURISDICTIONS HAVING AUTHORITY:CITY OF CHINO, CA - COMMUNITY DEVELOPMENT: BUILDING & PLANNINGCHINO VALLEY INDEPENDENT FIRE DISTRICT - FIRE MARSHALL
GOVERNING CODES:APPLICABLE BUILDING CODES AS ADOPTED BY THE CITY OF CHINO:
2007 CALIFORNIA BUILDING STANDARDS CODE (CBSC)PART 2; 2007 CALIFORNIA BUILDING CODE (CBC)PART 3; 2007 CALIFORNIA ELECTRICAL CODE (CEC)PART 4; 2007 CALIFORNIA MECHANICAL CODE (CMC)PART 5; 2007 CALIFORNIA PLUMBING CODE (CPC)PART 9; 2007 CALIFORNIA FIRE CODE (CFC)
US DEPARTMENT OF JUSTICE; AMERICANS W/ DISABILITIES ACT
PER 2007 CBSC:
USE AND OCCUPANCY CLASSIFICATION :NONSEPARATED USE GROUPS; 'B' & 'F-1' & 'S-1'
Use & Occupancy: The existing building occupancy type is defined per the documents as B2. Thebuilding is construction type III - B per table 503 and occupancy use groups are; B (Business), F-1(Factory Industrial) & S-1 (Moderate Hazard Storage)
GENERAL BUILDING HEIGHTS AND AREAS:• ALLOWABLE HEIGHT PER TABLE 503 ( TYPE III B - GROUP B ) = 55 FEET & 4 STORIES• ALLOWABLE HEIGHT INCREASES (20 FT & 1 STORY)• ALLOWABLE HEIGHT WITH INCREASES = 75 FEET & 5 STORIES
ALLOWABLE HEIGHT EXCEEDS ACTUAL HEIGHTACTUAL BUILDING HEIGHT = 33 FEET & ONE STORY
• ALLOWABLE AREA /FLOOR IS 19,000 SF PER TABLE 503• ALLOWABLE AREA INCREASE = 14,250 SF PER 506.2 (FRONTAGE)100(1699/1699-0.25)(30/30)• ALLOWABLE AREA INCREASE = 38,000 SF PER 506.3 (SPRINKLER) 200%
TOTAL ALLOWABLE AREA IS UNLIMITED PER SEC 507.3
ALLOWABLE AREA (UNLIMITED) > (174,568 SF) ACTUAL BUILDING AREA
General Building Heights & Areas: (No Change) The existing building is a one story building with amezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimitedarea is allowable per section 507.3, so long as the building meets the requirements of section507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and60-feet set back on all sides.
ACTUAL AREASSITE AREA = 402,960.67 SFBUILDING AREA = 174,568 SFBUILDING FOOT PRINT = 159,515 SFBUILDING/LOT COVERAGE = 43.3 %LANDSCAPED AREA = 79,800 SF
OFFICE AREA = 14,750 SFMEZZANINE AREA = 15,053 SFPRODUCTION AREA = 67,295 SFWAREHOUSE AREA = 77,470 SFTOTAL BUILDING AREA = 174,568 SF
TYPE OF CONSTRUCTION:LEAST RESISTIVE TYPE OF CONSTRUCTION: TYPE III B
(AUTOMATIC SPRINKLER SYSTEM THROUGHOUT)FIRE-RESISTANCE RATING REQD FOR BUILDING ELEMENTS PER TABLE 601:
• STRUCTURAL FRAME 0• EXT BEARING WALLS 2• INT BEARING WALLS 0• EXT NONBEARING WALLS 0• INT NONBEARING WALLS 0• FLOOR CONSTRUCTION 0• ROOF CONSTRUCTION 0
FIRE-RESISTANCE RATINGS TBP SHALL MEET OR EXCEED REQD RATINGSFIRE-RESISTANCE RATING REQD FOR EXTERIOR WALL BASED ON FIRE SEPARATION DISTANCEPER TABLE 602Construction type(s): (No Change) The existing building is defined as a type III - B per the
documents. Per table 601, exterior bearing walls must have a two hour fire resistance rating andthe existing exterior bearing walls meet the requirement. Other building elements have no fireresistance rating requirements per table 601.
FIRE-RESISTANCE-RATED CONSTRUCTION:PROJECTIONS FROM WALLS PER SEC 704.2.1MAX AREA OF EXTERIOR WALL OPENINGS: NO LIMIT PER TABLE 704.8PARAPETS ARE REQD PER 704.11 & PARAPET IS EXISTINGSHAFTS AND VERTICAL EXIT ENCLOSURES ARE TBP PER SEC 707SHAFT ENCLOSURE FIRE-RESISTIVE RATING TBP IS 1 HOUROPENING PROTECTIVE FIRE-PROTECTION RATINGS: 90 MINUTE RATED EXTERIOR DOORS &
60 MINUTE RATED DOORS IN 1-HOUR SHAFTS, EXIT ENCLOSURES & EXIT PASSAGEWAYWALLS TBP PER TABLE 715.4
RATED FIRE-RESISTANCE PERIODS FOR WALL PER TABLE 719.1(2)EXISTING EXT WALLS PER TABLE 720.1(2) ITEM 4-1.1INT WALLS PER TABLE 720.1(2) ITEM 13 OR ASSEMBLIES PER GA & UL1HR SHAFT ENCLOSURES PER TABLE 720.1 OR ASSEMBLIES PER GA & UL1HR ELEVATOR EQUIPMENT ROOMS PER TABLE 720.1 OR ASSEMBLIES PER GA & UL1HR CORRIDORS PER TABLE 720.1 OR ASSEMBLIES PER GA & UL
Fire Resistance Rated Construction: (No Change) Existing assemblies shall be maintained, but persection 508.3.2 no new fire rated assemblies are be required for separation between uses. Draftstops, smoke partitions and/or smoke barriers are required and all required existing assembliesshall be maintained per chapter 7 & chapter 9.
INTERIOR FINISHES:CLASS 'C' INT FIN MATERIALS ARE THE PERMITTED MIN PER TABLE 803.5
FIRE PROTECTION SYSTEMS:AUTOMATIC SPRINKLER SYSTEM, STANDPIPE SYSTEM, PORTABLE FIRE EXTINGUISHERS,
FIRE ALARM SYSTEM & SMOKE ALARM SYSTEMS SHALL BE PROVIDED PER CHAPTERNINE OF THE CALIFORNIA FIRE CODE.
Fire Protection: The building has existing fire protection that must be re-designed and modified toprovide the building with fire protection in accordance with the proposed plan. An automaticsprinkler system is required throughout per section 903.3.1.1.
MEANS OF EGRESS:CALCULATED OCCUPANT LOAD PER TABLE 1004.1.1
• OFFICE OL = 148 OCCUPANTS(14750 SF/100) => 148. OL• PRODUCTION OL = 337 OCCUPANTS(67295 SF/200) => 337. OL• WAREHOUSE OL = 155 OCCUPANTS(77470 SF/500) => 155. OL• MEZZ. OL = 151 OCCUPANTS(15053 SF/100) => 151. OL• GROUND FLOOR OL = 640 OCCUPANTS(148 + 337 + 155) => 640. OL
EGRESS WIDTH PER OCCUPANT SERVED PER TABLE 1005.1(W/ AUTOMATIC SPRINKLER SYSTEM)
• REQUIRED EGRESS CLR WIDTH AT STAIRWAYS = 44" (151 / 2 = 76 & 76 * 0.2 = 15.2")• STAIRWAY EGRESS CLR WIDTH REQD & TBP = 44" PER SEC 1009.1• REQUIRED EGRESS CLR WIDTH AT OTHER EGRESS COMPONENTS = 34"MEZZANINE; TWO EXITS REQ. (151 / 2 = 76 & 76 * 0.15 = 11.4")GROUND FLOOR; THREE EXITS REQ. (640 / 3 = 213 & 213 * 0.15 = 31.95")• EGRESS CLR WIDTH REQD & TBP @ DOORS = 34"• EGRESS CLR WIDTH REQD @ CORRIDORS = 44" PER SEC 1017.2• EGRESS CLR WIDTH REQD @ PASSAGEWAYS = 44" PER SEC 1021.2• EGRESS CLR WIDTH REQD @ AISLEWAYS = 44" OR 36" PER SEC 1014.4
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THEUSE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER SEC 1008.1.8
THREE EXITS OR EXIT ACCESS DOORWAYS (EAD) PER SEC 1016 (W/ SPRINKLER) EXC 2REQD EXIT ACCESS TRAVEL DISTANCE IS 250 FT (300 FT IN B)
(W/ SPRINKLER) PER TABLE 1016.1 REQD CORRIDOR FIRE-RESISTANCE RATING IS ZERO (W/ SPRINKLER) PER TABLE 1017.1DEAD ENDS SHALL BE LIMITED TO 20FT (50FT IN B & F) PER SEC 1017.3 EXCEPTION 2MIN OF THREE EXITS ARE REQD & THREE EXITS ARE TBP PER TABLE 1019.1VERTICAL EXIT ENCLOSURES TBP SHALL MEET OR EXCEED SEC 1020
Means of egress: Occupant load analysis finds that the occupant load factor for the building will beincreased by 136 occupants per code, giving the building an occupant load total of 788 occupants.The building meets egress requirements based upon this analysis. The quantity of exits and theexiting widths meet the egress requirements. No additional rated exits or horizontal exits arerequired. All existing rated exits and horizontal exits shall be maintained. One egress door fromthe 'OPC office' area will be changed so that it will swing out with the direction of egress.
Egress doors: There is one required egress door at the southwest corner of the building where theconveyor is to be removed and these doors must be maintained for exiting. While there may be nospecific code section addressing this unique condition, sections from chapter ten of the codesuggest that these two doors & associated steps be modified once the conveyor belt is removedand that the modification would make possible that occupants could exit the building without firstclimbing stairs.
Light storage area (above the vault at the southeast corner of the building): The area above the vaultshall have an automatic fire protection system per code. Use of the mezzanine above the vault willbe limited by code to a space that requires only one means of egress (where that means of egress isa ladder) and a use group of S-2 (Low Hazard Storage)
ACCESSIBILITY:BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSIA117.1 & ADAAccessibility: (No Significant Change) The property shall be required to comply with current codesas adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there areminor items that may need correction based on the JHA's full review of plans and thier inspection ofconstruction.
OTHER:Energy: The building must comply with current Title 24 energy requirements. Additional insulation
shall be required and provided at the building's envelope. A complete review by a licensed 'MEP'engineer will be necessary.
Structural: Structural calculations and design will be required for any new equipment, both on theroof, slab or elsewhere and for any required modifications to the structure of the existing building.A complete review by a licensed structural engineer will be necessary.
Soils, foundations, slabs: Core samples to verify existing conditions for the slab on grade may eitherbe advisable or required.
Tests & special inspections: Special inspections of the existing slab on grade may be required by theJHA and there may be other required tests and special inspections. A complete review by alicensed structural engineer will be necessary.
Seismic: A structural evaluation will be required for the existing building. Existing and new ceilingsmay &/or will need to meet seismic requirements for ceilings; clips, struts & diagonal wires.Racks and equipment will need to meet seismic requirements. A complete review by a licensedstructural engineer will be necessary.
Electrical: The building must comply with current Title 24 energy requirements. A complete reviewby a licensed 'MEP' engineer will be necessary.
Mechanical Systems; It may be necessary to insulate roof drains above the new ceiling. The buildingmust comply with current Title 24 energy requirements. Any new HVAC unit installed will requirestructural calculations and seismic stabilization. A complete review by a licensed 'MEP' engineerand a licensed structural engineer will be necessary.
Plumbing Systems (Restrooms): The plumbing fixture count is adequate per code for the buildingand its proposed uses with a maximum travel distance to the nearest restroom of 475-feet.
PARKING & ACCESSIBLE PARKING:PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA)PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA)PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE)TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACESPARKING STALLS TBP: 321 SPACESMOTORCYCLE PARKING = 3 SPACESACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE
Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existingparking stalls provided. Due to the change in occupancy 273 standard stalls will be required percalculation. Additionally, three motorcycle spaces will be required and of the 321 stalls to beprovided, eight stalls must be accessible parking stalls, at least one of which must be a vanaccessible parking stall.
Planning: The planning department will require submittal for any exterior scope, such as new HVACunits or generators and they may require screening for any such equipment located outside thebuilding. Any new equipment (generators) located on the site will absorb some of the existingparking spaces.
Landscape: (No Change) Ten-foot width of landscape at street frontage is required. 10% of theparking lot & 15% of 9.25 acre site is required to be landscape and per calculation, 19.8% of site islandscape. (10% of parking lot plus 15% of site equals 19.06% required landscape)
PLUMBING FIXTURES PER TABLE 4-1, PER 2007 CBCBUILDING TOTAL:
USE OCCUPANTLOAD
WATER CLOSETS LAVATORIES DRINKINGFOUNTAINS
OTHERMALE FEMALE MALE FEMALE
B
F
S
149+34+16=199 OL
199 / 2 = 100100 MALE &100 FEMALE
REQD = 6TBP = 8
REQD = 7TBP = 13
REQD = 5TBP = 12
REQD = 5TBP = 12
REQD = 2TBP = 3 H/L * SERVICE
SINK:REQD = 1TBP = 3REQD = 2
TBP = 6
TOTAL FOR GROUND LEVEL:
USE OCCUPANTLOAD
WATER CLOSETS LAVATORIES DRINKINGFOUNTAINS
OTHERMALE FEMALE MALE FEMALE
B
74 OL74 / 2 = 3737 MALE &37 FEMALE
REQD = 3TBP = 2 REQD = 4
TBP = 3REQD = 2TBP = 3
REQD = 2TBP = 3
REQD = 1TBP = 1 H/L * SERVICE
SINK:REQD = 1TBP = 1REQD = 1 UR
TBP = 1 UR
F
S
34+16=50 OL50 / 2 = 2525 MALE &25 FEMALE
REQD = 2TBP = 4
REQD = 2TBP = 7
REQD = 3TBP = 7
REQD = 3TBP = 7
REQD = 1TBP = 1 H/L * SERVICE
SINK:REQD = 1TBP = 1REQD = 0
TBP = 3
TOTAL FOR MEZZANINE:
USE OCCUPANTLOAD
WATER CLOSETS LAVATORIES DRINKINGFOUNTAINS
OTHERMALE FEMALE MALE FEMALE
B
76 OL76 / 2 = 3838 MALE &38 FEMALE
REQD = 3TBP = 2
REQD = 4TBP = 3
REQD = 2TBP = 2
REQD = 2TBP = 2
REQD = 1TBP = 1 H/L * SERVICE
SINK:REQD = 1TBP = 1REQD = 1 UR
TBP = 2 UR
PLUMBING FIXTURES AND FIXTURE FITTINGS :
OCCUPANT LOAD FACTORS:
GROUP B (200): 29803 SF / 200 = 149GROUP F (2000): 67295 SF / 2000 = 34GROUP S (5000): 77470 SF / 5000 = 16
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
N
04' 16'
1/16" = 1'-0"
R19CODE ANAYLSIS PLAN - EQPM. PLATFORM
CODES ANAYLSIS
RICHARD R. CLARK
A012
PROJECT DESCRIPTION:THIS PROJECT IS A TENANT IMPROVEMENT PROJECT OF AN EXISTING ONE STORY BUILDINGFOR FARMERS' INSURANCE COMPANY IN AN EXISTING BUILDING FOR NON-SEPARATED USEGROUPS: 'B', 'F-1' & 'S-1'
INSPECTIONS:CONTRACTOR SHALL COORDINATE REQUIRED INSPECTIONS FROM ALL LOCAL JURISDICTIONS.
THE OWNER SHALL PROVIDE SPECIAL INSPECTORS WHO SHALL PROVIDE SPECIALINSPECTIONS DURING CONSTRUCTION ON THE TYPE OF WORK AS REQUIRED.
PERMIT:THIS DOCUMENT PACKAGE IS BEING SUBMITTED FOR ANINTERIOR TENANT IMPROVEMENT BUILDING PERMIT:1. INTERIOR PARTITIONS2. FINISHED CEILING SYSTEMS3. ADDITION OF TENANT'S PRODUCTION EQUIPMENT4. MODIFIED ELECTRICAL SERVICE, POWER, LIGHTING & COMMUNICATIONS5. ADDITION OF HVAC - CONDITIONED SPACE6. ADDITION OF A GENERATOR ON SITE
DEFERRED SUBMITTALS:1. MODIFIED FIRE PROTECTION - FIRE SPRINKLERS/STANDPIPE2. FIRE ALARM3. HIGH PILE STORAGE PER CH.23 OF THE CALIFORNIA FIRE CODE
FIRE DEPARTMENT APPROVAL WILL BE NECESSARY FOR ALTERNATION OF EXISTING FIRESPRINKLER SYSTEM, FIRE ALARM & HIGH PILE STORAGE PLAN. N.I.C.
COMPLIANCE:FULL COMPLIANCE PER LAW, ADA AND LOCAL JURISDICTIONS SHALL BE PROVIDED.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AS INDICATED HEREIN PRIOR TOINSPECTIONS. G.C. TO NOTIFY ARCHITECT FOR INSTRUCTIONS. JURISDICTION HAVINGAUTHORITY PER CODE SHALL MAINTAIN THE RIGHT TO INSPECT AND VERIFY CONDITIONS,DIRECT CORRECTIVE ACTION AND COMPLIANCE WITH CODES.
ENVELOPE MANDATORY MEASURES:INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER
TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIALPER §118.
ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAMESPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OFTHE CBC.
ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLESOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OROTHERWISE SEALED PER §117.
SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THEUNIT AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FORUNFRAMED GLASS DOORS AND FIRE DOORS).
MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATESCERTIFIED BY THE MANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATIONPRODUCTS MUST BE LABELED FOR U-FACTOR ACCORDING TO NFRC PROCEDURES.
DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OFFRAMED WALLS (EXCEPT DOORS).
INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS.
COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC).THE CRRC TEST PROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FORBOTH REFLECTANCE AND EMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER§118 ON ALL OPAQUE PORTIONS OF THE ROOFING.
ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMEDROOFS (EXCEPT SKYLIGHTS, MECHANICAL PENATRATIONS, ETC.).
EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUEPORTIONS OF FRAMED FURRING WALLS (EXCEPT DOORS).
W01LEGEND
A01PERMIT INFORMATION
A07BUILDING CODE ANALYSIS SUMMARY
A19ENVELOPE MANDATORY MEASURES
A13BUILDING CODE ANALYSIS SUMMARY
N
04' 16'
1/16" = 1'-0"
R26CODE ANAYLSIS FLOOR PLAN - MEZZANINE
1
X01 A101
PLAN NOTE
WALL TYPE
DOOR NUMBER
REVISION NUMBER
OFFICE
101ROOM NAME AND NUMBER
NEW DOOR
EXISTING DOOR TO BE REMOVED
EMERGENCY LIGHT
EXIT LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTEDEXIT LIGHT
EXISTING DOOR TO REMAIN
OFFICE
101
S S S S S S S S
S S S S S S S S S S
GFI
E
R
INDICATES EXISTING TO REMAIN
INDICATES EXISTING INRELOCATED LOCATION
INDICATES GROUND FAULTINTERCEPT
ONE-HOUR RATED WALL
TWO-HOUR RATED WALL
ONE-HOUR SMOKE WALL
TWO-HOUR SMOKE WALL
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
HORN WALLMOUNTED
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
STROBE LIGHTWALL MOUNTED
SMOKE DETECTOREXISTING WALL TO BE REMOVED
COLUMN REFERENCE NUMBER
WALL SECTION ORDETAIL REFERENCE
NEW WALL
EXISTING WALL TO REMAIN
LEGEND:
GRAVITY VENT
N INDICATES NEW
n
n
n = NL (NEW)
n = LE (EXISTING)
FIRE HOSEWALL MOUNTED AT 46" A.F.F.
SKY LIGHTINDICATES EGRESS TRAVELDISTANCE STARTING POINT
INDICATES TRAVEL DISTANCE TONEAREST RESTROOM
1
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
1
ACCESSIBLE ROUTE
MIN. MIN. MIN. MIN.MIN.
MIN
.
MIN
.
MIN
.
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CHECKED BY
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All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01SIGNAGE
SIGNAGE
RICHARD R. CLARK
A013
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GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01ACCESSIBILITY REFERENCES
FIG. 11B-3
FIG. 11A-A
FIG. 11B-1A
FIG. 11B-4
FIG. 11B-5A FIG. 11B-5B
FIG. 11A-B
FIG. 11B-1B FIG. 11B-1C
FIG. 11B-1D FIG. 11B-10 FIG. 11B-11 FIG. 11B-12
FIG. 11A-A
FIG. 11B-1A FIG. 11B-1A
FIG. 11A-B
FIG. 11B-1D FIG. 11B-12
FIG. 11B-5B
FIG. 11B-5B
FIG. 11B-5A
FIG. 11B-5A
FIG. 11B-3
ACCESSIBILITYREFERENCES
RICHARD R. CLARK
A014
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01ACCESSIBILITY REFERENCES
FIG. 11B-5C FIG. 11B-5D FIG. 11B-5EFIG. 11B-5F FIG. 11B-6 FIG. 11B-7A
FIG. 11B-7B
FIG. 11B-16FIG. 11B-17 FIG. 11B-18A
FIG. 11B-18B
FIG. 11B-19A
FIG. 11B-19B
FIG. 11B-19C
FIG. 11B-20AFIG. 11B-20B
FIG. 11B-20C
FIG. 11B-20DFIG. 11B-20E
FIG. 11B-33TABLE 11B-6
ACCESSIBILITYREFERENCES
RICHARD R. CLARK
A015
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01ACCESSIBILITY REFERENCES
FIG. 11B-21
FIG. 11B-23A
FIG. 11B-23B
FIG. 11B-26A
FIG. 11B-26B
FIG. 11B-27
FIG. 11B-29
FIG. 11B-30 FIG. 11B-31
FIG. 11B-32
FIG. 11B-35
FIG. 11B-37
ACCESSIBILITYREFERENCES
RICHARD R. CLARK
A016
NEW ELECTRICALSERVICE. RE:ELECTRICAL
NEW LANDSCAPEDISLAND.
9 5 10 10 10 10 4
10
5
10
10
10
10
10
3
6
7
8
8
10 10 6 6 10 10
10 5 5 10 8
910559
651056
RE: A401FOR REMODELED EXIT
NEW GENERATORIN SOUND ATTENUATINGENCLOSURE.
LOSS OF ONEPARKING SPACE.
EXISTINGACCESSIBLE PARKING
LOSS OF 5 PARKINGSPACES.
EXISTINGACCESSIBLE PARKING
EXISTING BUILDING
A27/A021
H27/A021
O01 A301
11'-
1" +
/-
35'-4" +/-
A01A201
H01A201
N01A201
T01A201
A09A021
A20A021
F27A021
EXISTING ISLAND TO REMAIN
NEW CONCRETE PAD FOR GENERATOR RE: STRUCT.
NEW ISLAND. LANDSCAPE AND IRRIGATETO MATCH EXISTING.
SOUND ATTENUATINGENCLOSURE TO MEET AND EXCEED CITYOF CHINO NOISE ORDINANCE
20'-
0" V
ER
IFY
40'-0" VERIFY
11'-
1" +
/-
35'-4" +/-
TOP OF NEW CONCRETE SLAB FOR GENERATORTO BE EQUAL TO THE HIGHEST POINT OF ADJACENTASPHALT. FIELD VERIFY EXISTING ELEVATIONS.
A09A021
A20A021
F27A021
NEW WALK AND CURB INLOCATION OF EXISTINGPARKING SPACE
EXISTING WALK TO BE REMOVEDIN THIS AREA AND SHRUBSRELOCATED.
EXTEND CONC. SIDEWALK AND ELECTRICAL PAD FORNEW SERVICE TRANSFORMER
EXISTING LIGHT FIXTURETO REMAIN
EXISTING HYDRANTTO REMAIN
EXISTING SHRUBSTO REMAIN
EXISTING BOLLARDSTO REMAIN
EXISTING CONC. SIDEWALK AND ELECTRICAL PAD
NEW WALK AND CURB TOMATCH EXISTINGSEE DETAILS R27:A021
NEW WALK AND TRANSFORMERPAD TO MATCH EXISTINGSEE DETAILS R27:A021
NEW CONC. SIDEWALK ORTRANSFORMER PAD.SIDEWALK TO BE 4" CONC. WITH6X6 WWF ON 4" CRUSHED ROCK.NEW TRANSFORMER PAD TO MATCHEXISTING THICKNESS AND REINFORCINGOR PER UTILITY SPECS.
PROVIDE 24" #4 DOWELS AT16" OC. DRILL AND EPOXY 6"MIN. INTO EXISTING SLAB.
NEW CONC. EXTENDED FROM EXISTING
NEW CONC. SIDEWALK ORTRANSFORMER PAD.SIDEWALK TO BE 4" CONC. WITH6X6 WWF ON 4" CRUSHED ROCK.NEW TRANSFORMER PAD TO MATCHEXISTING THICKNESS AND REINFORCINGOR PER UTILITY SPECS.
NEW CONC.
18'-
3"
35'-4"
18'-
3"
35'-4"
18'-
3"
11'-0"
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
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SHEET TITLE
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CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
N
1" = 30'-0"
A01SITE PLAN
SITE PLAN
R.E. CLARK
A021
BUILDING HEIGHTS AND AREAS :ACTUAL AREASSITE AREA = 402,960.67 SFBUILDING AREA = 174,568 SFBUILDING FOOT PRINT = 159,515 SFBUILDING/LOT COVERAGE = 43.3 %LANDSCAPED AREA = 79,800 SF
General Building Heights & Areas: (No Change) The existing building is a one story building with amezzanine; the building has a foot print of 159,515sf and a total area of 174,568sf. An unlimitedarea is allowable per section 507.3, so long as the building meets the requirements of section507.3.: The building must be (and is) provided with an automatic sprinkler system throughout and60-feet set back on all sides.
ACCESSIBILITY:BUILDING & FACILITIES SHALL BE ACCESSIBLE IN ACCORDANCE WITH CBC2007 & ICC/ANSIA117.1 & ADAAccessibility: (No Significant Change) The property shall be required to comply with current codesas adopted by the JHA and with Federal ADA. No major issues are readily apparent, but there areminor items that may need correction based on the JHA's full review of plans and thier inspectionof construction.
PARKING & ACCESSIBLE PARKING:PARKING: 29803 GFA / 250 = 120 SPACES (OFFICE: 1 PER 250 GFA)PARKING: 67295 GFA / 600 = 113 SPACES (PRODUCTION: 1 PER 600 GFA)PARKING: 77470 GFA (20/1 + 20/2 + 37470/4000) => 40 SPACES (WAREHOUSE)TOTAL REQD PARKING: 120 + 113 + 40 = 273 SPACESPARKING STALLS TBP: 321 SPACESMOTORCYCLE PARKING = 3 SPACESACCESSIBLE PARKING = 8 SPACES, ONE OF WHICH TO BE VAN ACCESSIBLE
Parking: (Only Change in Parking is the Loss of Six Parking Stalls) There appear to be 327 existingparking stalls provided. Due to the change in occupancy 273 standard stalls will be required percalculation. Additionally, three motorcycle spaces are required and of the 321 stalls to beprovided, eight stalls must be accessible parking stalls, at least one of which must be a vanaccessible parking stall.
1/8" = 1'-0"
A27NEW GENERATOR PLAN
1/8" = 1'-0"
H27NEW ELECTRICAL SERVICE
1/8" = 1'-0"
R27NEW ELECTRICAL SERVICE
1/8" = 1'-0"
F27NEW GENERATOR ELEVATION
1. 12/10/2008 - ADDENDIM NO. 2
2. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA(PERMIT #B08-1554)
1/8" = 1'-0"
A09NEW GENERATOR ELEVATION1/8" = 1'-0"
A20NEW GENERATOR ELEVATION 222
2
1
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All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01TITLE 24 - BUILDING ENVELOPE
TITLE 42BUILDING ENVELOPE
RICHARD R. CLARK
A031
GENERAL INFORMATION
BUILDING TYPE
CERTIFICATE OF COMPLIANCE ENV-1-C(Part 1 of 2)PROJECT NAME
PROJECT ADDRESS
PRINCIPAL DESIGNER-ENVELOPE
DOCUMENTATION AUTHOR
TELEPHONE
TELEPHONE
DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE
NONRESIDENTIAL HIGH RISE RESIDENTIAL HOTEL/MOTEL GUEST
DATE
Building Permit #
Checked by/DateEnforcement Agency Use
2005 Nonresidential Compliance Forms January 2006
RELOCATABLE - Indicate: specific climate - list ____________________________, or all climates
PHASE OF CONSTRUCTION NEW CONSTRUCTION ADDITION ALTERATION UNCONDITIONED
METHOD OF ENVELOPECOMPLIANCE
COMPONENT OVERALL ENVELOPE
SUPPORTING FORMSSUBMITTED
ENV-2-C (Component) ENV-3-C (Overall Envelope) ENV-4-C (Skylight Worksheet)
STATEMENT OF COMPLIANCEThis Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the CaliforniaCode of Regulations. This certificate applies only to building envelope requirements.
The documentation preparer hereby certifies that the documentation is accurate and complete.DOCUMETNATION AUTHOR SIGNATURE DATE
The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistentwith the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. Theproposed building has been designed to meet the envelope requirements contained in sectiosn 110, 116 through 118, and 140, 142, 143 or 149 ofTitle 24, Part 6. Please check one:
I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the personresponsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensedarchitect.
I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign thisdocument as the person responsible for its preparation; and that I am a licensed contractor performing this work.
I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or typeof work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1.
(These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.)PRINCIPAL ENVELOPE DESIGNER NAME SIGNATURE DATE LIC #
ENVELOPE MANDATORY MEASURESIndicate location on plans of Note Block for Mandatory Measures A13/A001 -or- A01/A031
INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included)
For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual publishedby the California Energy Commission.
ENV-1-C
ENV-2-C
ENV-3-C
ENV-4-C
Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules onplans.Use with the Envelope Component compliance method.
Use with the Overall Envelope compliance method.
Optional. Use for the minimum skylight requirements for large enclosed spaces.
(fileaffidavit)
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
13950 RAMONA AVE; CHINO, CA 91710
MATT MASILIONIS 816/842-1292
816/842-1292
11/18/2008 1050,046.SFX
X
X
X
MATT MASILIONIS
MATT MASILIONIS
11/18/2008
X
MATT MASILIONIS 11/18/2008 C29101
X
X
OPAQUE SURFACES
CERTIFICATE OF COMPLIANCE ENV-1-C(Part 2 of 2)PROJECT NAME DATE
2005 Nonresidential Compliance Forms January 2006
Surface Type SQFT U-factor
InsulationCavity Continuous
ActualAzimuth Tilt
Condition Status*
Joint AppIV Reference
Location/Comments (e.g.,SuspendedCeiling, Demising, etc.)
NOTES TO FIELD For Building Use Only
FENESTRATION SURFACES
* N, E, A, (New, Existing, Altered)
More than or equal to 10,000 ft of site-built fenestration area must include a label certificate issued by NFRC or provide a CEC DefaultLabel Certificate using the default U-factors from Standard Tables 116-A and B. Certificate shall be filed in the contractor's project office duringconstruction and in the building manager's office after construction.
A B C D E F G H I J K
Fenestration NameFenestration Type Area Azimuth
U-factor
U-factor TypeD A N
FenestrationSHGC
SHGCTypeD C N
2 Condition Status 3 Location / Comments
NOTES TO FIELD -For Bldg. Dept.
Use Only
U-factor Type: D, A or N (D for Default Table from Section 116, A for ACM Manual Appendix Default Table, or N for NFRC Labeled)SHGC Type: D, C or N (D for Default table from Section 116, C for Center of Glass, or N for NFRC).Condition Status: N, E, or A (New, Existing, or Altered).
1
123
EXTERIOR SHADING
FenestrationName
Exterior Shade Type SHGC
WindowHeight Width Length Height LExt. RExt.
Overhang
MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES
The proposed building contains an enclosed space with floor area greater than 25,000 ft , a ceiling height greater than 15 feet, and an LPD for general lighting of at least 0.5 W/ft. If this box is checked, ENV-4-C must be filled out.NOTES TO FIELD - For Building Department Use Only
2
2
ConstructionType
KJIHGFEDCBA
Window
Window
Window
Window
Skylight
Skylight
Skylight
Skylight
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
E0-WOOD
50046ROOFWALL-F
WALL-3
FRAMECONCRETE
METAL
METALFRAME
WALL-F CONCRETE
WALL-F CONCRETE
3494
10903
3789
7482
A
A
A
N
90
90
90
90
0%
90%
180%
270%
EXTERIOR
EXTERIOR
EXTERIOR
DEMISING
WALL-EMETALFRAME 830 E900% ADIABATIC
E180-50046FLOOR SLAB ONGRADE
DOORSMETALDOORS 142 E90 DOORS0.700
Area
IV.5 A2--
--
-R-19R-0-
---R-19
0.153
-
0.1670.049
IV.11 A30
IV.26 A1
IV.13 E5IV.2 A22
WALL-3METALFRAME 345 N90180% DEMISING-R-19
ROOF/CEILINGEAST FACE
SOUTH FACE
WEST FACE
NORTH
NORTH DEMISING
FLOOR
NORTH
WALL-EMETALFRAME 3381 E90270% ADIABATIC--
0.153 IV.11 A30
NORTH DEMISING
DOORSMETALDOORS 21 E90 DOORS0.700 IV.5 A2--
DOORSMETALDOORS 142 E90 DOORS0.700 IV.5 A2--
DOORSMETALDOORS 21 E90 DOORS0.700 IV.5 A2-- 0%
90%180%270%
- -- -
R-13 IV.19 N17FURRING
METALFURRING
METALFURRING
-- IV.13 E5R-13 IV.19 N17
-- IV.13 E5R-13 IV.19 N17
0.167
0.167
ENVELOPE COMPONENT METHOD ENV-2-C(Part 1 of 2)PROJECT NAME DATE
WINDOW AREA CALCULATION
FT×6 FT =
SF×0.40 =
SF MINIMUM STANDARD AREA
SF
SF DISPLAY AREA
SF PROPOSED WINDOW AREA
C. ENTER LARGER OF A OR B
A. DISPLAY PERIMETER
B. GROSS EXTERIOR WALL AREA
January 20062005 Nonresidential Compliance Form
D. ENTER PROPOSED WINDOW AREAIf the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used.
E. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area =
F. WEST DISPLAY PERIMETER
G. WEST EXTERIOR WALL AREA
H. ENTER THE LARGER OF F AND G
I. ENTER PROPOSED WEST WINDOW AREA
If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used.
J. WEST WINDOW WALL RATIO = Proposed West Window Area Divided by West Exterior Wall Area =
SKYLIGHT AREA CALCULATION
FT×6 FT =
SF×0.40 =
SF
SF
SF
SF
A. ATRIUM or SKYLIGHT HEIGHTGROSS ROOF
AREA
FT
SF X 0.05 =
SF X 0.10 =
STANDARDALLOWED
SKYLIGHT AREA
SF
SFB. IF Atrium/Skylight Height in A <= 55 FT
C. IF Height in A > 55 FT
D. PROPOSED SKYLIGHT AREASF
If the PROPOSED SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the envelope component method may not be used.
SKYLIGHTS
SKYLIGHT NAME
(e.g., Sky-1, Sky-2)
SKYLIGHT GLAZING # OF
PANES
U-FACTOR SOLAR HEAT GAIN COEFFICIENT
WithCurb
With NoCurb Plastic PROPOSED ALLOWED PROPOSED ALLOWED
40% of GROSS EXTERIORWALL AREA
WEST DISPLAY AREA
40% of WEST EXTERIORWALL AREAMAXIMUM STANDARDWEST AREAPROPOSED WESTWINDOW AREA
RELOCATABLE PUBLIC SCHOOL BUILDINGS - See §143(a)8 in the Energy Standards
For Any (All) Climate Zone, use Table 143-C-Prescriptive Envelope Criteria.
For Specific Climate Zone, use Table 143-A-Prescriptive Envelope Criteria.
Specific Climate Zone Metal Identification Label - Place two labels on each relocatablebuilding and indicate on the building plans.
Any (All) Climate Zone Metal Identification Label - Place two labels on eachrelocatable building and indicate on the building plans.
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
N/A 0
0
N/A 0
0
26,013. 10,405.2
10,405.2
0
4,134. 1,653.6
1,653.6
0
ENVELOPE COMPONENT METHOD ENV-2-C(Part 2 of 2)PROJECT NAME DATE
OPAQUE SURFACES
January 2006Nonresidential Compliance Form
ASSEMBLY NAME(e.g. roof-1, Wall-1, Floor-1)
TYPE(e.g. Roof, Wall, Floor)
HEATCAPACITY
INSULATION R-VALUE*
PROPOSED MINIMUMALLOWED PROPOSED
JointAppendix IV REF
MAXIMUMALLOWED
*For each assembly type, meet the minimum insulation R-value or the maximum assembly U-factor.
WINDOWS
WINDOW NAME(e.g., Window-1, Window-2)
ORIENTATION FenestrationU-FACTOR # OF Fen.
N E S W PROP. ALLOW. PANES SHGC*PROPOSED RSHG
H V H/V OHFPROP. ALLOWEDRSHG RSHG
* From Fenestration Surfaces ENV-1-C, Part 2, Column G, or when Column H has a "C" identifier, calculate using the center of glass value SHGCc inSHGCFEN = .08 + (.86 x SHGCc)and enter value.
ASSEMBLY U-FACTOR*
COOL ROOFS - LOW-SLOPED- See Section 3.4 in the NRM and §118(i)3 and §143(a)1 in the Energy Standards for further description about exterior roofsand mandatory requirements for Cool Roofs.
CHECK APPLICABLE BOXES
Option 1 - Tested - Initial Thermal Emittance >= 0.75 and Initial Solar Reflectance >= 0.70
Proposed emittance and reflectance must be >= thestandard when tested with CRRC-1 Proposed Standard
1. Enter proposed initial thermal emittance, einitial
2. Enter the proposed initial solar relectance, ρinitial
If proposed >= to the standard then it complies.If proposed >= to the Standard then it complies.
3. When applying Liquid Field Applied Coatings, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface andmeet minimum performance requirments listed in §118(i)3 and Table 118-C. Select the applicable coating:
Option 2 - CRRC - 1 Tested - Initial Thermal Emittance < 0.75
Aluminum-Pigmented AsphaltRoof Coating
Cement-BasedRoof Coating
Other: _______________________________________________________
Proposed initial thermal emittance < 0.75 when tested withCRRC-1 Proposed Standard
1. Enter proposed initial thermal emittance, e initial
2. Enter the initial solar reflectance, ρinitial
3. To apply Liquid Field Applied Coating, the coating must be applied with a minimum dry mil thickness of 20 mils across the entire roof surface andmeet minimum performance requirements listed in §118(i)3 and Table 118-C. Select theapplicable coating:
Aluminum-Pigmented AsphaltRoof Coating
Cement-BasedRoof Coating
Other: _______________________________________________________
CRRC - 1 Label Attached to Submittal(Note if no CRRC -1 label is available, this compliance method can not be used.)
> .75
> .70
< 0.75
0.70 + [0.34 x (0.75 - einitial)]
Go to line 2. Insert einitial value in calculation.
ρ Standard
FARMERS INSURANCE - O.P.C. RELOCATION 11/18/2008
ROOF R-19 R-19 0.051
WALL-F R-13 R-13
WALL-3 R-19 R-13 0.217
X
0.900.83
CRRC PRODUCT ID 0850-0009X
WOOD FRAMEDRAFTER ROOFCONCRETE
FURRINGMETAL FRAMEDDEMISING WALL
DOORS
FLOOR
WALL-E ADIABATICDEMISING
OPAQUEMETAL DOORS
CONCRETE SLABON GRADE
-
-
16.80
-
-
-
-
R-0
-
-
-
-
-
-
0.700
-
-
-
0.650
IV.2 A22
METAL
IV.13 E5IV.19 N17
0.167
0.049
IV.11 A300.153
IV.26 A1
IV.5 A2
-
ENVELOPE MANDATORY MEASURES:INSTALLED INSULATING MATERIAL SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH
THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL PER §118.
ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING ANDSMOKE DENSITY REQUIREMENTS OF SECTIONS 2602 AND 707 OF THE CBC.
ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE OBSERVABLE SOURCES OF AIRLEAKAGE SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED PER §117.
SITE CONSTRUCTED DOORS, WINDOWS AND SKYLIGHTS SHALL BE CAULKED BETWEEN THE UNIT AND THEBUILDING, AND SHALL BE WEATHER-STRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIREDOORS).
MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THEMANUFACTURER PER §116(a)1. MANUFACTURED FENESTRATION PRODUCTS MUST BE LABELED FORU-FACTOR ACCORDING TO NFRC PROCEDURES.
DEMISING WALL INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED WALLS(EXCEPT DOORS).
INSULATION MAY NOT BE INSTALLED DIRECTLY OVER SUSPENDED CEILINGS.
COOL ROOFS MUST BE TESTED AND LABELED BY THE COOL ROOF RATING COUNCIL (CRRC). THE CRRC TESTPROCEDURE IS DOCUMENTED IN CRRC-1 AND INCLUDES TESTS FOR BOTH REFLECTANCE ANDEMITTANCE AND COOL ROOFS SHALL BE INSTALLED PER §118 ON ALL OPAQUE PORTIONS OF THEROOFING.
ROOF INSULATION (R-19) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMED ROOFS (EXCEPTSKYLIGHTS, MECHANICAL PENATRATIONS, ETC.).
EXTERIOR WALL FURRING INSULATION (R-13) SHALL BE INSTALLED IN ALL OPAQUE PORTIONS OF FRAMEDFURRING WALLS (EXCEPT DOORS).
13 1412111098
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CHARGING STATION
CHARGING STATION
15'-0"9'-0" 9'-0"
9'-0
"6'
-0"
9'-0
"
BOX MAKER
CHARGING STATION
CHARGING STATION
CHARGING STATION
CHARGING STATION
5'-1
0"
OVHDRACK(TYP.)
GRAVITYFEEDRACK
FE
EXISTING COMPRESSOR
GRAVITYFEEDRACK
4'-0
"
3'-6
"
5'-10"
4'-0"
3'-6"
18'-1"
14'-
1"6'
-1"
10'-1"
29'-4"
12'-0"
17'-4"
109'
-3 1
/2"
6'-7
"
CR
DETEX
DETEX
CR
CR
CR
CR
CR
CR
22'-2"
44'-
6"
CR
CR
101
106
111
109
107
108
104
128
129
127
126
125
124
123
122
121
119
118
117
116
115
114 113 112
105103
102
143 144
145
131
132
168 169
175
149
150
148
153
154
178179
137
14614
7
155
156
142
139
138
140
136
133
134
141
152
151
157 170
158161
165 167
172
173 174
193
192
191
189
186
187
185
188
184
171
180
CR194
HVAC
RACKS
O-2OFFICE
141
O-1OFFICE
133
O-2OFFICE
132
CONFERENCEROOM
134
WAITINGAREA135
STORAGEROOM
140
OPENOFFICE
136
WORKROOM
130
WORKROOM
131O-1OFFICE
139
OPENOFFICE
142
OFFICE 138
ELECTROOM
137
MENSRESTROOM
144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
SERVERROOM
171
SORTINGAREA193
IDFROOM
194
IDFROOM
185
CHECKSCAGE187
VENDOROFFICE
188
VENDORWORK AREA
111
PRINTROOM
186
INSERTINGAREA192
STORAGEROOM
180
VENDORAREA189
VENDOROFFICE
184
RECYCLEDOCK
108
CHARGINGAREA107
MENSRESTROOM
179
WOMENSRESTROOM
178
MENSRESTROOM
169
WOMENSRESTROOM
168
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
PRINTROOM
104
HALLWAY149
NL
NL
NL
NL
SECURITY
19'-0"
HVAC
NL
NLNLNL
NL
NLNLNL NL
NL
NLNL
NL
NL NL
NL
NL
A14 A105
A07 A104
A07 A102
A07 A103
A07 A113
A07 A123
A07 A112 A07 A122
A07 A114 A07 A124
A14 A106 A14 A115 A14 A125
13'-
5"5"
10'-
0"
20'-
1 1/
2"21
'-6"
15'-6"
12'-
0"
22'-0"
V01 A301
V01 A301
K01A301
K07A301
V01A301
V01A301
K07A301
K07A301
V01
A301
A01
A201
A01A201
H01A201
T01A201
N01A201
RECEPTIONAREA199
C
13 14
D
FINISH FLOOR11' - 6" AFF +/-
183
AIR COMPRESSOREXISTING TO REMAIN
OUTLINE OF VAULT BELOW
LADDER
AIR COMPRESSOREQUIPMENT PLATFORM
183
A07 A125A07 A115A07 A105
CEILING PER SCHEDULE7'-8" AFF
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FLOOR PLANGROUND FLOOR
RICHARD R. CLARK
A101
NOTES:
KEY NOTES:
1.
N
04' 16'
1/16" = 1'-0"
A07OVERALL - GROUND LEVEL - FLOOR PLAN
N
04' 16'
1/16" = 1'-0"
T01EQUIPMENT PLATFORM - FLOOR PLAN
1. 01/12/2009 - ASI # 1 - CHANGES TO ROOM #171
1
111
109
191
189
186
187
185
188
IDFROOM
185
CHECKSCAGE187
VENDOROFFICE
188
VENDORWORK AREA
111
PRINTROOM
186
6"
2'-1
"
4'-0
"
18'-1"
14'-
1"
11
12
13
MN
O
CR
CR
CR
DETEX
DETEX
5"
12'-
0"
22'-0"20'-4"
7'-1
"
24'-8"56'-1"
7'-9 5/8" 18'-9"
6'-0"
9'-0"
3'-8
"
3'-8"
9'-0
"
3'-8"
9'-0
"
9'-0"
4'-0" 3'-6"5'-10"
6'-3" 30'-6"32'-7"35'-7" 7'-1"
17'-4"
25'-11"
12'-10" 8'-10"26'-6 3/4"6'-4"3'-8"
3'-0
"
3'-8
"3'
-10"
10'-
6"9'
-0"
4'-8 5/
8"
2'-4 1/8"
5'-6 1/2"
6'-0
"
6'-0
"
6'-0
"8'
-4 1
/2"
25'-7"
4'-6 5/8"
13'-4"
4'-5"
4'-6"
9'-0"
11'-
11 1
/4" 29'-4"
7'-1
3/8
"
16'-0 1/8"12'-10"
P-2 P-2
P-2
P-3P-3
P-3
P-2P-2
P-2
P-2
P-2
P-2
P-3
P-3 P-3
B-2B-2
B-2
B-2B-2
B-2
B-2
P-3
B-2
P-1
P-1
P-1P-1
CG-2(P-1)
P-1
P-1P-1
3
3
3
6
6
6
6
F1
F
F
F1
F
F
F1
F1
F1FF
FFF
4 4
44
4
P-4
P-4 P-4P-4
P-4
P-4
A10
A50
2
A28
A50
1
A19 A502
P01
A40
1
A27 A401
6
7
7
11
1
1
1
1
1
1
1
1
77
7 2
2
2 2 2
2 2 2
2
5
5
5
7
7
7
5
5
5
7
7
77
3
3
3
3
3
3
3
3
3
10
11
12 138
8
8
66
2
22
2
2
2
2
P-2
B-2
B-2
2
22
18
14
P
18
WALL MOUNTED
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
EXIT LIGHT
EMERGENCY LIGHT
HORN WALLMOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
WATER METER
SPEAKER
R
E
42"
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
SPECIALTY OUTLET
FLOOR MOUNTED
220
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
DATA / PHONE OUTLET
DATA / PHONE OUTLET
INDICATES HEIGHT TOCENTERLINE A.F.F.
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
WINDOW TYPE
DOOR NUMBER
WALL TYPE
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
1
X01 A101
X01A101
NEW WALL
NEW DOOR
DIMMER SWITCH
LIGHT SWITCH
JUNCTION BOX
JUNCTION BOX
CABLE OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
DUPLEX OUTLET
EXISTING WALL TO REMAIN
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
COLUMN REFERENCE NUMBER
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO REMAIN
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
QUADPLEX OUTLET
EXISTING DOOR TO BE REMOVED
ROOM NAME AND NUMBER
REVISION NUMBER
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF
FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS.• REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS.• SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS.
PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITHCONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950.
KEY NOTES:
1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL.2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE.3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18"
O.C.COLOR (P-7) PER FINISH SCHEDULE.4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION.5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL.6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502,
STRUCTURAL, FINISHES AND SPECIFICATIONS.7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES.8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL.9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS
RECESSED IN NEW FURRING WALL.10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A40111. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A401 AND STRUCTURAL.12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE
FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS.13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR.
REFERENCE DETAILS AND STRUCTURAL.14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR.15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION.16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER
OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISHREMAINING OPENING TO MATCH EXISTING ADJACENT WALL.
17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADDTECTUM PANEL PER DETAILS.
18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PERDETAILS ON ALL WALLS.
19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGEFOR POSSIBLE REINSTALLATION IN NEW LOCATION.
20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH.REFERENCE STRUCTURAL AND FINISHES.
21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE.LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TOEXPOSE PIPE SLEEVES.
22. EXISTING LADDER TO REMAIN.23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL24. NEW HVAC UNITS. REFERENCE MECHANICAL.25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET
A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGEPER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCEN35/A013 & N32/A013.
26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGEOF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP ATEXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503.
27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1)28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR
DETAILS.29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS
AS INDICATED. REFERENCE ELECTRICAL.30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96"
TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHEREPAINT (P-1).
31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS ASINDICATED. REFERENCE ELECTRICAL.
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FLOOR PLANGROUND FLOOR
RICHARD R. CLARK
A102
N
3/16" = 1'-0"
A07PRINT AREA - FLOOR PLAN
W01LEGEND
1. 12/10/2008 - ADDENDIM NO. 2
1
1
107
108193
192
191
189
185
SORTINGAREA193
IDFROOM
185
INSERTINGAREA192
RECYCLEDOCK
108
29'-4"
2'-1
"
5'-0"
6"3'
-0"
6"
10'-
0"J
KL
M
11 12 13
CR
CR
CR
CR12'-0"
2'-7"8'-0"
17'-4"
8'-0"1'-4"
10'-1"
6'-1
"
14'-
3"
5"
3'-8
"6"
3'-0
"
2'-1
"
5'-10"
9'-0"5'-11" 118'-4" 9'-0" 7'-1"
6'-0
"8'
-8"
6'-0
"7'
-1"
4'-1
"3'
-8"
3'-0
"
3'-8" 9'-4 1/2" 4'-8"
34'-2"
36'-6"
11'-
9"11
0'-8
"
4'-5" 6'-0"
16'-1" 4'-5"
105'
-8"
14'-8"
2'-0"
3'-0"4'-5"
B-2 P-3
B-2
P-3
P-2
P-2
P-2
P-3
P-3
P-2
B-2
P-2
P-2P-3
P-3
P-3
P-3
P-3P-3
P-3
P-2
P-2
P-2
P-2
P-2
P-2
B-2
B-2
B-2
B-2
CG-2(P-3)
CG-2 (P-2)
CG-2(P-1)
P-1
P-1
P-1
P-1
P-1P-1
P-1
46
6
EE
4
44
3
3
3
3
33
3
F
F
F
F
F
F
F1
P-7
P-4 P-4
P-4
P-4P-4
P-4P-4 P-4
P-4
77
7
7
8
8
7
14
M
8
9
9
9
9
9
7
7
14
15
1 1
11
5
555
5
3
3
2 2 2
18
18
17
25
4
4
5
5
5
5
5
186
1
1
3
22
7
7
7
7
2
2
77 B-2
222
2
9"
WALL MOUNTED
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
EXIT LIGHT
EMERGENCY LIGHT
HORN WALLMOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
WATER METER
SPEAKER
R
E
42"
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
SPECIALTY OUTLET
FLOOR MOUNTED
220
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
DATA / PHONE OUTLET
DATA / PHONE OUTLET
INDICATES HEIGHT TOCENTERLINE A.F.F.
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
WINDOW TYPE
DOOR NUMBER
WALL TYPE
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
1
X01 A101
X01A101
NEW WALL
NEW DOOR
DIMMER SWITCH
LIGHT SWITCH
JUNCTION BOX
JUNCTION BOX
CABLE OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
DUPLEX OUTLET
EXISTING WALL TO REMAIN
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
COLUMN REFERENCE NUMBER
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO REMAIN
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
QUADPLEX OUTLET
EXISTING DOOR TO BE REMOVED
ROOM NAME AND NUMBER
REVISION NUMBER
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF
FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS.• REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS.• SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS.
PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITHCONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950.
KEY NOTES:
1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL.2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE.3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18"
O.C.COLOR (P-7) PER FINISH SCHEDULE.4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION.5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL.6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502,
STRUCTURAL, FINISHES AND SPECIFICATIONS.7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES.8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL.9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS
RECESSED IN NEW FURRING WALL.10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A40111. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A401 AND STRUCTURAL.12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE
FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS.13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR.
REFERENCE DETAILS AND STRUCTURAL.14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR.15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION.16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER
OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISHREMAINING OPENING TO MATCH EXISTING ADJACENT WALL.
17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADDTECTUM PANEL PER DETAILS.
18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PERDETAILS ON ALL WALLS.
19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGEFOR POSSIBLE REINSTALLATION IN NEW LOCATION.
20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH.REFERENCE STRUCTURAL AND FINISHES.
21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE.LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TOEXPOSE PIPE SLEEVES.
22. EXISTING LADDER TO REMAIN.23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL24. NEW HVAC UNITS. REFERENCE MECHANICAL.25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET
A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGEPER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCEN35/A013 & N32/A013.
26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGEOF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP ATEXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503.
27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1)28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR
DETAILS.29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS
AS INDICATED. REFERENCE ELECTRICAL.30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96"
TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHEREPAINT (P-1).
31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS ASINDICATED. REFERENCE ELECTRICAL.
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FLOOR PLANGROUND FLOOR
RICHARD R. CLARK
A103
N
3/16" = 1'-0"
A07INSERTING AREA - FLOOR PLAN
W01LEGEND
1. 12/10/2008 - ADDENDIM NO. 2
1
1
106
107
108193
192
184
171
180
194
SERVERROOM
171
SORTINGAREA193
IDFROOM
194
STORAGEROOM
180
VENDORAREA189
VENDOROFFICE
184
RECYCLEDOCK
108
CHARGINGAREA107
11 12 13 14
DE
F
CR
CR
CR
C
LADDER
6'-0" 56'-0 1/4" 10'-0" 17'-2 3/4"6'-1"
9'-1 1/4"6'-0"11'-0"8'-0"
42'-
11"
22'-2"
8'-1
1"3'
-8"
13'-
2"3'
-8"
75'-
1 1/
2"3'
-8"
16'-
2"
20'-
1 1/
2"21
'-6"
15'-6"
5"
5'-0"19'-1 3/4"
17'-9"5'-0"
6'-0
"
8'-1
"
1'-0
"2'
-0"
3'-8
"
5'-6" 2'-5" 17'-2" 4'-5"
5'-0"
6"3'
-0"
2'-1
"
29'-4"
6"
10'-1"
6'-1
"
6"
3'-0
"
3'-0
"
4'-0
"
6'-1"
11'-1 3/4"
8'-4
"3'
-8"
P-2
P-2
P-2
P-3
P-2
P-2
P-2
P-3
P-3
P-3
P-3
P-3
P-3
P-3
P-2P-2P-2
P-2
P-2
P-2
P-2
P-3
P-3
P-2
P-2
P-3
P-3
B-2
B-2
B-2
B-2
CG-2 (P-2)
CG-2 (P-3)
CG-2 (P-3)
CG-2 (P-3)
CG-2 (P-3)
CG-2(P-3)
E
E
E
E
E
E
E
E
E
E
E
E
F
6
6
6
6 6
F1
F
F
F1
F1
F1FFFF1 F
F1
E
P-7
P-7
P-7
P-4
P-4P-4
P-4
P-4
N10
A50
2
3
7
7
1
1
17
2
2 2
2
2
2
2
2
2
4
2
42 2 2
2
3
2
2
4
3
3
3
2
22
2
2
2
2
7
4
4
5
555
5
7
16
17
17
17
7
7
17
3
222
22
25
25
2
25
171
24
24
20
19
20
18
8
8
23
22
18
55
5
5
5
FE
DK
18
31
30
28
29
2
2
P-1
5
5
5
5
5
5
WALL MOUNTED
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
EXIT LIGHT
EMERGENCY LIGHT
HORN WALLMOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
WATER METER
SPEAKER
R
E
42"
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
SPECIALTY OUTLET
FLOOR MOUNTED
220
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
DATA / PHONE OUTLET
DATA / PHONE OUTLET
INDICATES HEIGHT TOCENTERLINE A.F.F.
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
WINDOW TYPE
DOOR NUMBER
WALL TYPE
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
1
X01 A101
X01A101
NEW WALL
NEW DOOR
DIMMER SWITCH
LIGHT SWITCH
JUNCTION BOX
JUNCTION BOX
CABLE OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
DUPLEX OUTLET
EXISTING WALL TO REMAIN
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
COLUMN REFERENCE NUMBER
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO REMAIN
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
QUADPLEX OUTLET
EXISTING DOOR TO BE REMOVED
ROOM NAME AND NUMBER
REVISION NUMBER
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF
FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS.• REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS.• SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS.
PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITHCONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950.
KEY NOTES:
1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL.2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE.3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18"
O.C.COLOR (P-7) PER FINISH SCHEDULE.4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION.5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL.6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502,
STRUCTURAL, FINISHES AND SPECIFICATIONS.7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES.8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL.9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS
RECESSED IN NEW FURRING WALL.10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A40111. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A401 AND STRUCTURAL.12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE
FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS.13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR.
REFERENCE DETAILS AND STRUCTURAL.14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR.15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION.16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER
OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISHREMAINING OPENING TO MATCH EXISTING ADJACENT WALL.
17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADDTECTUM PANEL PER DETAILS.
18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PERDETAILS ON ALL WALLS.
19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGEFOR POSSIBLE REINSTALLATION IN NEW LOCATION.
20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH.REFERENCE STRUCTURAL AND FINISHES.
21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE.LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TOEXPOSE PIPE SLEEVES.
22. EXISTING LADDER TO REMAIN.23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL24. NEW HVAC UNITS. REFERENCE MECHANICAL.25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET
A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGEPER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCEN35/A013 & N32/A013.
26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGEOF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP ATEXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503.
27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1)28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR
DETAILS.29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS
AS INDICATED. REFERENCE ELECTRICAL.30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96"
TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHEREPAINT (P-1).
31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS ASINDICATED. REFERENCE ELECTRICAL.
010203040506070809101112131415161718192021222324252627282930313233343536
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F
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B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
N
FLOOR PLANGROUND FLOOR
RICHARD R. CLARK
A1043/16" = 1'-0"
A07SORTING AREA - FLOOR PLAN
A01NOTES
A01NOTES
W01LEGEND
1. 12/10/2008 - ADDENDIM NO. 2
2. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171
1
1
2
UP
UP
UP
FINISH FLOOR11' - 6" AFF +/-
183
AIR COMPRESSOREQUIPMENT PLATFORM
183
101
128
129
127
143144
145
131
132
149 150
148
153
154
146
147
155
156
142
139
138
140
136
133 134 141
152
151
157
161
O-2OFFICE
141
O-1OFFICE
133
O-2OFFICE
132
CONFERENCEROOM
134
WAITINGAREA135
STORAGEROOM
140
OPENOFFICE
136
WORKROOM
130
WORKROOM
131
O-1OFFICE
139OPEN
OFFICE 142
OFFICE 138
ELECTROOM
137
MENSRESTROOM
144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
HALLWAY149
1 2 3 4 5
AB
CD
EF
GH
13 14
DC
CR
CR
17'-10 1/8" +/- (FV) 14'-0 1/2" +/- (FV)
ALIGN
14'-1" +/- (FV)
10'-
11"
+/-
(FV)
15'-
10"
12'-0"
ALIGN
ALIGN
ALIGN
ALIGN
11'-
10 1
/2"
10'-
2 1/
2"
4'-4"4'-4"
5'-0"
6"
3'-0
"3'
-2"
12'-8"15'-4"
9'-0
"
2'-6
"2'
-6"
4'-0
"
10'-
2"
1'-0
"
3'-6
"
11'-
10"
6"
4'-0
"
1'-7
"
3'-5
"
6"
6'-0
"
2'-8"
P-2
P-2
P-2
P-2
P-2
P-2
P-3
P-3
P-3 P-3
P-3
9'-0"
2'-0
"
1'-0
"
6"3'
-0"
11
1
1
1
11
1
1
1
11 1
1
1
1
1
1a
1a 1
1
5
5
E
E
E
E
E
E
E
E
E
E
EEE
F2
F2F2
CG-1
CG-1
CG-1
CG-1 CG-1
CG-1
CG-1
CG-1
CG-1
A01A503
G01A503
N10
A50
2
A17 A503
A10 A503
N19
A50
2
A19
A50
1
N28
A50
1
F
F2
8
8
26 26
26
26
26
27
5
5
55
5
5
5
5
5
5
5
5 5
5
5
4
4
4
4
4
4
4
4
22
N01
A50
2
N28 A501
N10 A503
ALIGN WITH CMU WALL BELOW
ALIGN WITH CMU WALL BELOW
RECEPTIONAREA199
WALL MOUNTED
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
EXIT LIGHT
EMERGENCY LIGHT
HORN WALLMOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN STROBE ALARMWALL MOUNTED
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
WATER METER
SPEAKER
R
E
42"
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
SPECIALTY OUTLET
FLOOR MOUNTED
220
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
DATA / PHONE OUTLET
DATA / PHONE OUTLET
INDICATES HEIGHT TOCENTERLINE A.F.F.
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
WINDOW TYPE
DOOR NUMBER
WALL TYPE
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
1
X01 A101
X01A101
NEW WALL
NEW DOOR
DIMMER SWITCH
LIGHT SWITCH
JUNCTION BOX
JUNCTION BOX
CABLE OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
DUPLEX OUTLET
EXISTING WALL TO REMAIN
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
COLUMN REFERENCE NUMBER
EXISTING WALL TO BE REMOVED
EXISTING DOOR TO REMAIN
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
QUADPLEX OUTLET
EXISTING DOOR TO BE REMOVED
ROOM NAME AND NUMBER
REVISION NUMBER
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• REMOVE EXISTING FLOOR AISLE MARKING FROM EXISTING CONCRETE FLOOR AS PART OF
FLOOR PREP IN NEW CONSTRUCTION AREA OF opc PRODUCTION AREAS.• REMOVE BOLTS AND PATCH CONCRETE FLOORS IN OPC PRODUCTION AREAS.• SEAL ALL NEW CONCRETE SLAB WITH CONSPEC HIGHSEAL 30, MINIMUM TWO COATS.
PREPARE AND SEAL ALL EXISTING CONCRETE FLOORS IN CONSTRUCTION AREA WITHCONSPEC HIGHSEAL 30, MINIMUM 1 COAT. REFERENCE SPEC. SECTION 033950.
KEY NOTES:
1. NEW BOLLARD. PAINT PER FINISH SCHEDULE. REFERENCE STRUCTURAL.2. PAINT AISLE STRIP ON FLOOR. 4" WIDE. COLOR (P-7)PER FINISH SCHEDULE.3. PAINT 45-DEGREE DIAGONAL LINES ON FLOOR. EACH 4" WIDE LINE SPACED 18"
O.C.COLOR (P-7) PER FINISH SCHEDULE.4. CORNER GUARD PER FINISH SCHEDULE AND SPECIFICATION.5. ELECTRICAL EQUIPMENT. REFERENCE ELECTRICAL.6. CHAIN LINK FENCE. WALLS AND OVERHEAD @ ROOM 187. REFERENCE DETAIL A19/A502,
STRUCTURAL, FINISHES AND SPECIFICATIONS.7. NEW STEEL ANGLE AS BASE AT WALL. REFERENCE DETAILS AND FINISHES.8. FURRING TYPICAL AROUND EXISTING ROOF DRAIN PIPE, ETC. AT EXTERIOR WALL.9. FURRING TYPICAL AT EXTERIOR WALL TO LEAVE EXISTING ELECTRICAL PANELS
RECESSED IN NEW FURRING WALL.10. REMOVE EXISTING STEEL STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A40111. REMOVE EXISTING CONCRETE STEPS AND LANDING AS NECESSARY. REFERENCE DETAIL
A01/A401 AND STRUCTURAL.12. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGE
FOR REINSTALLATION AS INDICATED BY DOOR SCHEDULE AND SPECIFICATIONS.13. CUT CONCRETE PANEL TO LOWER DOOR SILL TO ELEVATION EQUAL TO FINISH FLOOR.
REFERENCE DETAILS AND STRUCTURAL.14. ACCESS LOOP IN EXISTING CONCRETE FLOOR FOR NEW ROLL UP DOOR.15. PEDISTAL FOR CARD READER BY OTHERS. REFERENCE SHEET A101 FOR LOCATION.16. REMOVE EXISTING CLEAR VINYL HANGING STRIP DOOR AND FRAME. RETURN TO OWNER
OR SALVAGE FOR POSSIBLE REINSTALLATION AT NEW LOCATIONS. FRAME AND FINISHREMAINING OPENING TO MATCH EXISTING ADJACENT WALL.
17. MAINTAIN EXISTING 48" PLYWOOD WAINSCOT. PAINT PLYWOOD PER FINISHES AND ADDTECTUM PANEL PER DETAILS.
18. PROVIDE 48" PLYWOOD WAINSCOT PAINTED PER FINISHES AND TECTUM PANELS PERDETAILS ON ALL WALLS.
19. REMOVE EXISTING DOOR, DOOR FRAME AND HARDWARE. RETURN TO OWNER OR SALVAGEFOR POSSIBLE REINSTALLATION IN NEW LOCATION.
20. INFILL OPENING IN EXISTING MASONRY WALL WITH NEW MASONRY TO MATCH.REFERENCE STRUCTURAL AND FINISHES.
21. REMOVE EXISTING STEEL TUBE GUARD RAIL AND STORE IN ROOM 183 FOR FUTURE USE.LEAVE EXISTING PIPE SLEEVES IN PLACE AND EXPOSED. CUT TECTUM PANEL TOEXPOSE PIPE SLEEVES.
22. EXISTING LADDER TO REMAIN.23. FURRING TYPICAL AROUND EXISTING SPRINKER STAND PIPE, ETC. AT EXTERIOR WALL24. NEW HVAC UNITS. REFERENCE MECHANICAL.25. LOCATE TACTILE EXIT SIGNAGE PER ADA, ANSI A117.1 & 2007 CBC. REFERENCE SHEET
A013 & J35/A013. TACTILE EXIT ROUTE SIGNAGE AND TACTILE ACCESSIBLE SIGNAGEPER ADA, ANSI A117.1 7 2007 CBC LOCATED WHERE REQUIRED BY JHA. REFERENCEN35/A013 & N32/A013.
26. ALIGN WALL CENTER ON CENTER OF WINDOW VERTICAL OR ALIGN WALL EDGE ON EDGEOF WINDOW JAMB. MATCH BUILDING TYPICAL FOR FINISH OF THE END CAP ATEXTERIOR WALLS & WINDOWS. SEE DETAIL G17 ON SHEET A503.
27. FINISH OPENING W/ GYPSUM LEVEL-4 AND PAINT (P-1)28. NEW OPENINGS FOR DOORS IN EXISTING CMU WALL. REFERENCE STRUCTURAL FOR
DETAILS.29. NEW SERVER RACK EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS
AS INDICATED. REFERENCE ELECTRICAL.30. NEW FIRE RATED 3/4" PLYWOOD. FASTEN TO CMU WALL. ORIENTATE 48" WIDE BY 96"
TALL WITH BOTTOM EDGE 12 INCHES AFF. DO NOT PAINT OVER LABELS, ELSEWHEREPAINT (P-1).
31. SECURITY EQUIPMENT BY OTHERS. COORDINATE AND PROVIDE CONNECTIONS ASINDICATED. REFERENCE ELECTRICAL.
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
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PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FLOOR PLANGROUND FLOOR
RICHARD R. CLARK
A105
N
3/16" = 1'-0"
A07EQUIPMENT PLATFORM - FLOOR PLAN
N
3/16" = 1'-0"
A14OPC OFFICES - FLOOR PLAN
W01LEGEND
1. 12/10/2008 - ADDENDIM NO. 2
1
1
2
UP
UP
UP
OPENOFFICE
136
OPENOFFICE
142MENS
RESTROOM144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
HALLWAY149
1 2 3 4 5
AB
CD
EF
GH
1
1
1
3
3
3
3
4
5
3
LEGEND:
EXISTING WALL TO REMAIN
NEW WALL
CONTROL POINT OR DATUM
COLUMN REFERENCE NUMBER
EXISTING WALL TO BE REMOVED
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
HORN WALLMOUNTED
HORN STROBE ALARMWALL MOUNTED
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
R
E
OFFICE
101
EXISTING DOOR TO REMAIN
EXIT LIGHTWALL MOUNTED
CEILING MOUNTED
CEILING MOUNTED
WALL MOUNTED
WALL MOUNTED AT 46" A.F.F.
EMERGENCY LIGHT
FIRE EXTINGUISHER
EXIT LIGHT
EMERGENCY LIGHT
EXISTING DOOR TO BE REMOVED
NEW DOOR
ROOM NAME AND NUMBEROFFICE
101
REVISION NUMBER
PLAN NOTE
1
NOTES:
KEY NOTES:
1. REMOVE DOOR AND DOOR FRAME AND HARDWARE. RETURN TO OWNER.2. RESERVED3. REMOVE WALL AS INDICATED AND REFRAME TO LEAVE SOFFIT TWO-INCHES BELOW
EXISTING CEILING.4. REMOVE WALL AS INDICATED AND REFRAME TO PROVIDE ROUGH OPENING FOR NEW
DOOR.5. REMOVE EXISTING TECTUM. REMOVE GYPSUM OR OTHER SUBSTRAIT BELOW TECTUM AS
NECESSARY TO PROVIDE NEW GYPSUM LEVEL-4 FINISHES.
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GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01DEMOLITION NOTES
DEMOLITIONPLAN
RICHARD R. CLARK
A106
N
3/16" = 1'-0"
A14OPC OFFICES - DEMOLITION PLAN
W01LEGEND
C
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE9'-0" AFF
IDFROOM
185
CHECKSCAGE187
VENDOROFFICE
188
VENDORWORK AREA
111
PRINTROOM
186
11
12
13
MN
O
C
14
P
1
2
CEILING MOUNTED
FIRE EXTINGUISHER
RECESSED
WALL MOUNTED
PARABOLIC LENS
1 X 4 LIGHT
SURFACE MOUNTED
EMERGENCY FLOURESCENTLIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
INCANDESCENT LIGHT
INCANDESCENT LIGHT
WALL MOUNTED AT 46" A.F.F.
FLOURESCENT STRIP LIGHT
WALL MOUNTED
EXIT LIGHT
CAMERA
LEGEND:
CAN LIGHT
EXHAUST FAN
SPEAKER
CONTROL POINT OR DATUM
SMOKE DETECTOR
MECHANICAL RETURN GRILL
CEILING MOUNTED
CEILING MOUNTEDEMERGENCY LIGHT
MECHANICAL SUPPLY GRILL
SPRINKLER HEAD
MOTION DETECTOR
EMERGENCY LIGHT
NOTES:• ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH
LIT EXIT SIGNS.• REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC.• COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI.• REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING.• REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON
SHEET S103.• REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS.
KEY NOTES:
1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM#187.
2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191&193.
3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TOTHE TOP OF THE VAULT, EQUIPMENT PLATFORM #183.
4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENTPLATFORM #183
5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 INOFFICE AREA.
6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2"BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1
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RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
RCP
RICHARD R. CLARK
A112
N
3/16" = 1'-0"
A07RCP
W01LEGEND
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE11'-8" AFF
CEILING PER SCHEDULE9'-0" AFF
SORTINGAREA193
IDFROOM
185
INSERTINGAREA192
RECYCLEDOCK
108
J
KL
M
11 12 13 14
M
CEILING MOUNTED
FIRE EXTINGUISHER
RECESSED
WALL MOUNTED
PARABOLIC LENS
1 X 4 LIGHT
SURFACE MOUNTED
EMERGENCY FLOURESCENTLIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
INCANDESCENT LIGHT
INCANDESCENT LIGHT
WALL MOUNTED AT 46" A.F.F.
FLOURESCENT STRIP LIGHT
WALL MOUNTED
EXIT LIGHT
CAMERA
LEGEND:
CAN LIGHT
EXHAUST FAN
SPEAKER
CONTROL POINT OR DATUM
SMOKE DETECTOR
MECHANICAL RETURN GRILL
CEILING MOUNTED
CEILING MOUNTEDEMERGENCY LIGHT
MECHANICAL SUPPLY GRILL
SPRINKLER HEAD
MOTION DETECTOR
EMERGENCY LIGHT
NOTES:• ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH
LIT EXIT SIGNS.• REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC.• COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI.• REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING.• REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON
SHEET S103.• REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS.
KEY NOTES:
1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM#187.
2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191&193.
3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TOTHE TOP OF THE VAULT, EQUIPMENT PLATFORM #183.
4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENTPLATFORM #183
5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 INOFFICE AREA.
6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT 2"BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
RCP
RICHARD R. CLARK
A113
N
3/16" = 1'-0"
A07INSERTING AREA - RCP
W01LEGEND
EXISTING CEILING10' - 8" AFF +/-
SERVERROOM
171
SORTINGAREA193
IDFROOM
194
STORAGEROOM
180
VENDORAREA189
VENDOROFFICE
184
RECYCLEDOCK
108
CHARGINGAREA107
11 12 13 14
DE
F
C
C
FE
DK
2
3
CEILING MOUNTED
FIRE EXTINGUISHER
RECESSED
WALL MOUNTED
PARABOLIC LENS
1 X 4 LIGHT
SURFACE MOUNTED
EMERGENCY FLOURESCENTLIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
INCANDESCENT LIGHT
INCANDESCENT LIGHT
WALL MOUNTED AT 46" A.F.F.
FLOURESCENT STRIP LIGHT
WALL MOUNTED
EXIT LIGHT
CAMERA
LEGEND:
CAN LIGHT
EXHAUST FAN
SPEAKER
CONTROL POINT OR DATUM
SMOKE DETECTOR
MECHANICAL RETURN GRILL
CEILING MOUNTED
CEILING MOUNTEDEMERGENCY LIGHT
MECHANICAL SUPPLY GRILL
SPRINKLER HEAD
MOTION DETECTOR
EMERGENCY LIGHT
NOTES:• ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH
LIT EXIT SIGNS.• REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC.• COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI.• REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING.• REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON
SHEET S103.• REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS.• EXISTING OFFICE LIGHTS SHALL BE CLEANED WITHIN CONSTRUCTION AREAS FOR OPC
OFFICEE. INSTALL NEW LENSES AND LAMPS IN EXISTING OFFICE LIGHTS WITHINCONSTRUCTIONS AREAS FOR OPC OFFICES.
KEY NOTES:
1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM#187.
2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191&193.
3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TOTHE TOP OF THE VAULT, EQUIPMENT PLATFORM #183.
4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENTPLATFORM #183
5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 INOFFICE AREA.
6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
RCP
RICHARD R. CLARK
A114
N
3/16" = 1'-0"
A07SORTING AREA - RCP
W01LEGEND
1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171
1
1
UP
UP
UP
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT CEILING PER SCHD.
FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT CEILING PER SCHD.
FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
CEILING PER SCHD.FV EXIST. HEIGHT
FINISH FLOOR11' - 6" AFF +/-
CEILING PER SCHEDULE7'-8" AFF
AIR COMPRESSOREQUIPMENT PLATFORM
183
O-2OFFICE
141
O-1OFFICE
133
O-2OFFICE
132
CONFERENCEROOM
134
WAITINGAREA135
STORAGEROOM
140
OPENOFFICE
136
WORKROOM
130
WORKROOM
131
O-1OFFICE
139OPEN
OFFICE 142
OFFICE 138
ELECTROOM
137
MENSRESTROOM
144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
HALLWAY149
1 2 3 4 5
AB
CD
EF
GH
13 14
DC
3
5
4
6
6
6
6
6
RECEPTIONAREA199
CEILING MOUNTED
FIRE EXTINGUISHER
RECESSED
WALL MOUNTED
PARABOLIC LENS
1 X 4 LIGHT
SURFACE MOUNTED
EMERGENCY FLOURESCENTLIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
FLOURESCENT LIGHT FIXTURE
INCANDESCENT LIGHT
INCANDESCENT LIGHT
WALL MOUNTED AT 46" A.F.F.
FLOURESCENT STRIP LIGHT
WALL MOUNTED
EXIT LIGHT
CAMERA
LEGEND:
CAN LIGHT
EXHAUST FAN
SPEAKER
CONTROL POINT OR DATUM
SMOKE DETECTOR
MECHANICAL RETURN GRILL
CEILING MOUNTED
CEILING MOUNTEDEMERGENCY LIGHT
MECHANICAL SUPPLY GRILL
SPRINKLER HEAD
MOTION DETECTOR
EMERGENCY LIGHT
NOTES:• ALL EXIT SIGNS IN THE BUILDING SHALL BE LIT. REPLACE ALL NON-LIT EXIT SIGNS WITH
LIT EXIT SIGNS.• REFERENCE MECHANICAL, ELECTRICAL FOR LIGHTING AND HVAC.• COORDINATE WITH VENDOR FOR SECURITY CAMERAS, OFOI.• REMOVE EXISTING SPEAKERS AND REINSTALL IN OR BELOW NEW CEILING.• REFERENCE STRUCTURAL FOR SUSPENDED CEILING SEISMIC INSTALLATION DETAILS ON
SHEET S103.• REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS.• EXISTING OFFICE LIGHTS SHALL BE CLEANED WITHIN CONSTRUCTION AREAS FOR OPC
OFFICEE. INSTALL NEW LENSES AND LAMPS IN EXISTING OFFICE LIGHTS WITHINCONSTRUCTIONS AREAS FOR OPC OFFICES.
KEY NOTES:
1. REFERENCE DETAIL A10 & A19:A502 FOR SUSPENDED CEILING IN CHECK CAGE ROOM#187.
2. REFERENCE DETAIL A28:A501 FOR CEILING/SOFFIT DETAIL IN ALCOVE AT DOORS #191&193.
3. REFERENCE DETAIL N10:A502 FOR SUSPENDED CEILING ABOVE LADDER LEADING UP TOTHE TOP OF THE VAULT, EQUIPMENT PLATFORM #183.
4. REFERENCE DETAIL N28:A501 FOR SUSPENDED CEILING ABOVE VAULT IN EQUIPMENTPLATFORM #183
5. REFERENCE DETAIL A19:A501 FOR RATED CEILING/SOFFIT IN ALCOVE AT DOOR #137 INOFFICE AREA.
6. EXISTING WALL TO BE REFRAMED AND FINISHED TO LEAVE GYPSUM BOARD SOFFIT AT2" BELOW EXISTING CEILING. GYPSUM LEVEL 4 FINISH. PAINT P-1
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
RCP
RICHARD R. CLARK
A115
N
3/16" = 1'-0"
A07EQUIPMENT PLATFORM - RCP
N
3/16" = 1'-0"
A14OPC OFFICES - RCP
W01LEGEND
1
1. NOVEMBER 25, 2008 - RESUBMITTAL TO HAI #MAM8004.001-583 (PERMIT # 12949)
2. 12/10/2008 - ADDENDUM NO. 2
1
1
1
1
1
1
1
1
1
1
1
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12
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LexmarkDesk Top
CHECKSCAGE
PRINT AREA13,600 SQ.FT.
OPERATORCONSOLE
WO
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BEN
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WORKTABLE
PARTS SHELVING STORAGE
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PAPER ROLL
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MATERIALPALLET
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6060
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LX56
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3 20 (X
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1 20 (X
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1 20 (X
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PRSU4Unwind
PRSU4Unwind
PRSU4Unwind PRSU4
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PRSU4Unwind
PRSU4Unwind
COMPRESSEDAIR REEL
COMPRESSEDAIR REEL
COMPRESSED AIR REEL
COMPRESSEDAIR REEL
PAPER ROLL
PAPER ROLL
IDFROOM
185
CHECKSCAGE187
VENDOROFFICE
188
VENDORWORK AREA
111
PRINTROOM
186
11
12
13
MN
O
14
P
2 2
2
WALL MOUNTED
EMERGENCY LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTEDEXIT LIGHT
CEILING MOUNTED
HORN WALLMOUNTED
HORN STROBE ALARMWALL MOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
INDICATES HEIGHT TOCENTERLINE A.F.F.
SPEAKER
R
E
42"
WATER METER
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
220
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
LIGHT SWITCH
X01 A101
X01A101
1
JUNCTION BOX
CABLE OUTLET
JUNCTION BOX
DUPLEX OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.DIMMER SWITCH
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
SPECIALTY OUTLET
QUADPLEX OUTLET
DATA / PHONE OUTLET
DATA / PHONE OUTLET
ROOM NAME AND NUMBER
EQUIPMENT TYPE
REVISION NUMBER
FURNITURE TYPE
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR
LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL,MECHANICAL AND ELECTRICAL.
• COORDINATE ALL DIVISIONS, TRADES AND VENDORS.
KEY NOTES:
1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITHVENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS.2. COMPRESSED AIR HOSE REEL.
n
n
n
n
n
n
n
120 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
120 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, 3 PHASE, 60 Hz - n =AMPS
208 VAC UPS POWER, 3PHASE, 60 Hz - n = AMPS
240 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
CAT5E DATA DROP - n =NUMBER OF CONNECTIONS
COMPRESSED AIR DROP
W01LEGEND
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FIXTURE PLAN
RICHARD R. CLARK
A122
N
3/16" = 1'-0"
A07PRINT AREA - FIXTURE PLAN
INSERTING AREA19,050 SQ.FT.
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5001
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8500
5552
BICOS 20
00
5552
4806
55525552
7511 R
4810 6015
55525552
4520
AN
V-P
C(w
ithout table)
TrimW
inder
380/8011 380/80114507
Unistacker
Air S
tation
ALX550
Unwinder
5001
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8500
5552
BICOS 2000
5552
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COMPRESSEDAIR REEL
42"DISPLAY
42"DISPLAY
SORTINGAREA193
IDFROOM
185
INSERTINGAREA192
RECYCLEDOCK
108
J
KL
M
11 12 13 14
M
1
1
2
2
2
2
WALL MOUNTED
EMERGENCY LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTEDEXIT LIGHT
CEILING MOUNTED
HORN WALLMOUNTED
HORN STROBE ALARMWALL MOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
INDICATES HEIGHT TOCENTERLINE A.F.F.
SPEAKER
R
E
42"
WATER METER
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
220
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
LIGHT SWITCH
X01 A101
X01A101
1
JUNCTION BOX
CABLE OUTLET
JUNCTION BOX
DUPLEX OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.DIMMER SWITCH
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
SPECIALTY OUTLET
QUADPLEX OUTLET
DATA / PHONE OUTLET
DATA / PHONE OUTLET
ROOM NAME AND NUMBER
EQUIPMENT TYPE
REVISION NUMBER
FURNITURE TYPE
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR
LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL,MECHANICAL AND ELECTRICAL.
• COORDINATE ALL DIVISIONS, TRADES AND VENDORS.
KEY NOTES:
1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITHVENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS.2. COMPRESSED AIR HOSE REEL.
n
n
n
n
n
n
n
120 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
120 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, 3 PHASE, 60 Hz - n =AMPS
208 VAC UPS POWER, 3PHASE, 60 Hz - n = AMPS
240 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
CAT5E DATA DROP - n =NUMBER OF CONNECTIONS
COMPRESSED AIR DROP
W01LEGEND
010203040506070809101112131415161718192021222324252627282930313233343536
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M
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K
J
H
G
F
E
D
C
B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FIXTURE PLAN
RICHARD R. CLARK
A123
N
3/16" = 1'-0"
A07INSERTING AREA - FIXTURE PLAN
APEX
FLEXI
SORTING AREA13,200 SQ.FT.
VEN
DO
RO
FFIC
EVE
ND
OR
AR
EA
OPENER TABLE
POSTAGE METER AREA
DESK
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
MATERIALPALLET
20
SORTER #1
SORTER #2
MATERIALPALLET
MATERIALPALLET
OU
TBO
UN
D
PA
LLE
T S
TAG
ING
PRE-SORT INBOUND
PALLET STAGING
2015
SLEEVINGTABLE
SLE
EV
ES
PA
LLE
T
STRAPPER
SLEEVINGTABLE
SLE
EV
ES
PA
LLE
T
STRAPPER
ME
TER
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MA
ILP
ALL
ET
FIN
ISH
ED
MATERIALPALLET
MATERIALPALLET
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
E
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
E
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
CAG
EC
AGE
BURSTER
BURSTER
20
2020
BURSTER AREA
RACK
20
2 2
FUTU
RE
SO
RTI
NG
MA
CH
INE
20 20
65 70
201
65
APEXSORTER #3
STAC
KER MO
DULE
STAC
KER MO
DULE
STAC
KER MO
DULE
STAC
KER MO
DULE
STAC
KER MO
DULE
STAC
KER MO
DULE
INTERFA
CE
MO
DULE
WA
YMA
RKM
OD
ULE
FEEDER
MO
DULE
READ
ERM
OD
ULE
U-TURN
MO
DULE
PRINTER
MO
DULE
TRAN
SITION
MO
DULE
MA
GA
ZINE
EXTENSIO
N
32 BINS
32 BINS
32 BINS
32 BINS
32 BINS
32 BINS
115
ME
TER
115
20
CHARGER
SERVERROOM
171
SORTINGAREA193
IDFROOM
194
STORAGEROOM
180
VENDORAREA189
VENDOROFFICE
184
RECYCLEDOCK
108
CHARGINGAREA107
11 12 13 14
DE
F
5'-1"
4'-0
"3'
-0"
2'-0"
FE
DK
6'-0
"3'
-0"
WALL MOUNTED
EMERGENCY LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTEDEXIT LIGHT
CEILING MOUNTED
HORN WALLMOUNTED
HORN STROBE ALARMWALL MOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
INDICATES HEIGHT TOCENTERLINE A.F.F.
SPEAKER
R
E
42"
WATER METER
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
220
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
LIGHT SWITCH
X01 A101
X01A101
1
JUNCTION BOX
CABLE OUTLET
JUNCTION BOX
DUPLEX OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.DIMMER SWITCH
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
SPECIALTY OUTLET
QUADPLEX OUTLET
DATA / PHONE OUTLET
DATA / PHONE OUTLET
ROOM NAME AND NUMBER
EQUIPMENT TYPE
REVISION NUMBER
FURNITURE TYPE
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR
LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL,MECHANICAL AND ELECTRICAL.
• COORDINATE ALL DIVISIONS, TRADES AND VENDORS.
KEY NOTES:
1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITHVENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS.2. COMPRESSED AIR HOSE REEL.
n
n
n
n
n
n
n
120 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
120 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, 3 PHASE, 60 Hz - n =AMPS
208 VAC UPS POWER, 3PHASE, 60 Hz - n = AMPS
240 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
CAT5E DATA DROP - n =NUMBER OF CONNECTIONS
COMPRESSED AIR DROP
W01LEGEND
010203040506070809101112131415161718192021222324252627282930313233343536
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G
F
E
D
C
B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FIXTURE PLAN
RICHARD R. CLARK
A124
N
3/16" = 1'-0"
A07SORTING AREA - FIXTURE PLAN
1. 01/12/2009 - ASI # 1 - CHANGES TO ROOM #171
1
UP
UP
UP
36x7
2TA
BLE
24X60RETURN
30X
66D
ES
K
24X
66C
RE
DE
NZA
24X
60R
ETU
RN
30X66DESK
24X66CREDENZA
BC
2
22
FRO
NT
12X48 12X4812X48
12X48
12X48
12X48
12X36
2
GROWTH
HOTEL HOTEL
MERLINMACHINE
REQUIRED FLOOR SPACE
5
BC
06 09
07 10
08 11
14 18
13 17
12 16
15
01
26
GROWTH
02
03
04
05
19
20
21
23
24
25
22
18X3618X36
24X60RETURN
30X
66D
ES
K
24X
66C
RE
DE
NZA
BC
55
12X4812X48
BC
AIR COMPRESSOREQUIPMENT PLATFORM
183
O-2OFFICE
141
O-1OFFICE
133
O-2OFFICE
132
CONFERENCEROOM
134
WAITINGAREA135
STORAGEROOM
140
OPENOFFICE
136
WORKROOM
130
WORKROOM
131
O-1OFFICE
139OPEN
OFFICE 142
OFFICE 138
ELECTROOM
137
MENSRESTROOM
144
WOMENSRESTROOM
143
MENSRESTROOM
148
WOMENSRESTROOM
146
STAIRTWO
STAIRONE
VESTIBULE101
ELECTROOM
155
DOCKAREA128
BREAKROOM
102
WAREHOUSEAREA127
HALLWAY149
1 2 3 4 5
AB
CD
EF
GH
13 14
DC
RECEPTIONAREA199
WALL MOUNTED
EMERGENCY LIGHT
FIRE EXTINGUISHER
EMERGENCY LIGHT
EXIT LIGHTWALL MOUNTED
CEILING MOUNTEDEXIT LIGHT
CEILING MOUNTED
HORN WALLMOUNTED
HORN STROBE ALARMWALL MOUNTED
STROBE LIGHTWALL MOUNTED
KEYPAD WALL MOUNTED AT46" A.F.F.
FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.
FIRE / HORN / STROBE PULLWALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.
ELECTRICAL PANEL
FLOOR DRAIN
SMOKE DETECTOR
GAS METER
ELECTRICAL METER
INDICATES HEIGHT TOCENTERLINE A.F.F.
SPEAKER
R
E
42"
WATER METER
FIRE ALARM ANNUNCIATORPANEL
INDICATES EXISTING INRELOCATED LOCATION
INDICATES EXISTING TO REMAIN
ELECTRICAL TRANSFORMER
ELECTRICAL GENERATOR
GFI INDICATES GROUND FAULTINTERCEPT
INDICATES SPECIAL VOLTAGEREQUIREMENT
220
THERMOSTAT WALLMOUNTED AT 46" A.F.F.
PLAN NOTE
LEGEND:
OFFICE
101
OFFICE
101
LIGHT SWITCH
X01 A101
X01A101
1
JUNCTION BOX
CABLE OUTLET
JUNCTION BOX
DUPLEX OUTLET
DUPLEX OUTLET
PHONE OUTLET
PHONE OUTLET
DATA OUTLET
DATA OUTLET
WALL SECTION ORDETAIL REFERENCE
BUILDING SECTION ORELEVATION REFERENCE
CONTROL POINT OR DATUM
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 18" A.F.F.
FLOOR MOUNTED
WALL MOUNTED AT 18" A.F.F.
WALL MOUNTED AT 46" A.F.F.
WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH
WALL MOUNTED AT 46" A.F.F.DIMMER SWITCH
WALL MOUNTED AT 46" A.F.F.
QUADPLEX OUTLET
SPECIALTY OUTLET
QUADPLEX OUTLET
DATA / PHONE OUTLET
DATA / PHONE OUTLET
ROOM NAME AND NUMBER
EQUIPMENT TYPE
REVISION NUMBER
FURNITURE TYPE
NOTES:• SIGNAGE REQUIRED PER ADA, ANSI A117.1 AND 2007 CBC.• ALL EXIT SIGNS IN THE BUILDING MUST BE LIT AND PER CODE. REPLACE ALL NON-LIT
EXIT SIGNS WITH LIT EXIT SIGNS.• EQUIPMENT IS OFOI. PROVIDE CONNECTIONS. COORDINATE WITH VENDORS FOR
LOCATION AND INSTALLATION REQUIREMENTS. REFERENCE STRUCTURAL,MECHANICAL AND ELECTRICAL.
• COORDINATE ALL DIVISIONS, TRADES AND VENDORS.
KEY NOTES:
1. ELECTRICAL, DATA AND COAXIAL CONECTIONS FOR 42" DISPLAY. COORDINATE WITHVENDOR FOR LOCATION AND INSTALLATION REQUIREMENTS.2. COMPRESSED AIR HOSE REEL.
n
n
n
n
n
n
n
120 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
120 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, SINGLE PHASE, 60Hz - n = AMPS
208 VAC, 3 PHASE, 60 Hz - n =AMPS
208 VAC UPS POWER, 3PHASE, 60 Hz - n = AMPS
240 VAC UPS POWER, SINGLEPHASE, 60 Hz - n = AMPS
CAT5E DATA DROP - n =NUMBER OF CONNECTIONS
COMPRESSED AIR DROP
W01LEGEND
010203040506070809101112131415161718192021222324252627282930313233343536
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F
E
D
C
B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
FIXTURE PLAN
RICHARD R. CLARK
A125
N
3/16" = 1'-0"
A07EQUIPMENT PLATFORM - FIXTURE PLAN
N
3/16" = 1'-0"
A01OPC OFFICES - FIXTURE PLAN
13 1412111098
7654321
AB
CD
EF
GH
JK
LM
NO
P
RD
RD
RD
RD
RD
RD
RD RD RD
RD
RD
RD
RD
REPAIREXISTINGSMOKECURTAIN
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 7680 SF
SMOKE CURTAINAREA = 5728 SF
SMOKE CURTAINAREA = 3840 SF
SMOKE CURTAINAREA = 5680 SF
SMOKE CURTAINAREA = 1460 SF
SMOKE CURTAINAREA = 5680 SF
SMOKE CURTAINAREA = 7050 SF
SMOKE CURTAINAREA = 4850 SF
SMOKE CURTAINAREA = 5250 SF
SMOKE CURTAINAREA = 4780 SF
SMOKE CURTAINAREA = 2100 SF
SMOKE CURTAINAREA = 1790 SF
6000 LBS.
6000 LBS.
6000 LBS.
1
1
11
1
1 1
1
11
1
1
1
11
1
1 1
11
1 1
1
1
11
11
1
1 1 1
1
11
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
4
4
5 5
5
1
5
5
6
6
7
7
7
7
8
88
8
8
8
10
10
10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
10
11
11
11
11
11
11
11
11
11
11
11
12
12
12
12
12
8
12
2
2
88
8
8
8
13
010203040506070809101112131415161718192021222324252627282930313233343536
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M
L
K
J
H
G
F
E
D
C
B
A
ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
A01NOTES
ROOF PLAN
RICHARD R. CLARK
A141
LEGEND:
EXISTING GRAVITY VENT TO REMAIN
EXISTING GRAVITY VENT TO BE REMOVED AND.OR RELOCATED
EXISTING SKYLIGHT TO REMAIN
EXISTING SKYLIGHT TO BE REMOVED
N
04' 16'
1/16" = 1'-0"
A07ROOF PLAN
NOTES:
KEY NOTES:
1. REMOVE EXISTING SKYLIGHT. FRAME NEW ROOF DECK. ROOF AREA. REFERENCESTRUCTURAL.
2. REMOVE EXISTING GRAVITY VENT. FRAME NEW ROOF DECK. ROOF AREA. REFERENCESTRUCTURAL.
3. REMOVE EXISTING GRAVITY VENT AND RELOCATE TO EXISTING SKYLIGHT OPENING.4. REMOVE EXISTING SKYLIGHT. INSTALL GRAVITY VENT REMOVED FROM ANOTHER
LOCATION IN OPENING.5. INSTALL NEW MECHANICAL UNIT, CURB, ETC. REFERENCE STRUCTURAL, MECHANICAL
AND ELECTRICAL. FLASH & ROOF PER SPEC.6. INSTALL NEW CONDENSING UNITS ON EQUIPMENT RAILS. REFERENCE MECHANICAL
AND ELECTRICAL. FLASH & ROOF PER SPEC.7. EXISTING ROOF TOP UNIT &/OR CURB TO REMAIN.8. LINE OF REMODEL BELOW.9. REPAIR & MAINTAIN EXISTING SMOKE CURTAIN INSIDE UNDERSIDE OF ROOF DECK.10. SMOKE CURTAIN INSIDE UNDERSIDE OF ROOF DECK EXISTING TO REMAIN.11. SMOKE CURTAIN. EXISTING TO REMAIN. NO REPAIR NECESSARY.12. TOP 72" OF NEW WALL TO ACT AS SMOKE CURTAIN.13. INSTALL NEW EXHAUST FAN ON ROOF. PROVIDE ROOF CURB AT DUCT PENETRATION OF
ROOF. PATCH ROOF AND FLASH PER SPECS. REFERENCE STRUCTURAL, MECHANICALAND ELECTRICAL.
W01LEGEND
1. 01/12/2009 - ASI #1 - CHANGES TO ROOM #171
1
1
DTL/SHT
DTL/SHT
7'-9
" +/
-
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW GENERATORIN SOUND ATTENUATINGENCLOSURE.
NEW GENERATORIN SOUND ATTENUATINGENCLOSURE.ENCLOSURE DESIGN TOCONFORM TO CHINONOISE ORDINANCE.
ENCLOSURE DESIGN TOCONFORM TO CHINONOISE ORDINANCE.
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP NEW ROOFTOP UNIT BEYOND
NEW ROOFTOP UNIT BEYONDUNIT BEYOND
NEW ROOFTOP
UNIT BEYONDNEW ROOFTOP UNITS BEYOND
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT BEYOND
NEW ROOFTOP UNIT BEYOND
EXISTING ROOFTOP UNIT
EXISTING ROOFTOP UNIT
EXISTING ROOFTOP UNIT
EXISTING ROOFTOP UNIT
EXISTING ROOFTOP UNIT
EXISTING ROOFTOP
UNIT BEYOND
EXISTING ROOFTOP
UNIT BEYOND
REMODELEDEXIT
NEW GENERATOR BEYONDIN SOUND ATTENUATINGENCLOSURE.ENCLOSURE DESIGN TOCONFORM TO CHINONOISE ORDINANCE.
EXISTING SHRUBS AROUND TRANSFORMERTO BE RELOCATED OR PROVIDED NEW ASREQUIRED BY ELECTRICAL SERVICE WORK.
NEW CONCRETE PAD FORGENERATOR PER STRUCTURAL
NEW CONCRETE PAD FORGENERATOR PER STRUCTURAL
010203040506070809101112131415161718192021222324252627282930313233343536
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908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
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SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1/16" = 1'-0"
A01SOUTH ELEVATION - LEFT/SIDE
1/16" = 1'-0"
H01WEST ELEVATION - BACK
1/16" = 1'-0"
N01NORTH ELEVATION - RIGHT/SIDE
1/16" = 1'-0"
T01EAST ELEVATION - FRONT
BUILDINGELEVATIONS
R.E. CLARK
A201
1. 01/12/2009 - ASI #2 RESUBMITTAL TO JHA(PERMIT #B08-1554)
1
1
1
REMODELEDEXIT
NEW LAY-IN CEILING
NEW BEAM ANDBAR JOIST STRUCTURE
7'-9
" +/
-
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
4' X 8' PLYWOOD PTD.1" PREFINISHED TECTUM
11'-
8"
1" PREFINISHED TECTUM
PLYWOOD WAINSCOT ON THIS WALL EXISTING
NEW FRAMING FOR RTU: RE: STRUCT.
NEW FRAMING FOR RTU: RE: STRUCT.
NEW FRAMING FOR RTU: RE: STRUCT.
NEW FRAMING FOR RTU: RE: STRUCT.
N10 A501A27 A401
LINE OF SIGHT
7'-9
" +/
-
NEW ROOFTOP UNIT
RAMONA AVENUE
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
7'-9
" +/
-
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
NEW ROOFTOP UNIT
EXISTING WALL
9'-0
"
9'-0
"
9'-0
"
4' X 8' PLYWOOD PTD. 4' X 8' PLYWOOD PTD.
M01
A60
2
M01
A60
2
M01
A60
2
010203040506070809101112131415161718192021222324252627282930313233343536
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RETAIL
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PLANNING
L L C
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1/16" = 1'-0"
V01BUILDING SECTION AND INTERIOR ELEVATION
1" = 20'-0"
OO1SITE SECTION
SECTIONSBUILDING & SITE
R.E. CLARK
A301
1/16" = 1'-0"
KO1INTERIOR ELEVATION1/16" = 1'-0"
K07BUILDING SECTION AND INTERIOR ELEVATION
EXISTING RAILSTO BE REMOVED
NEW 1" INSULATEDGLASS TRANSOM
EXISTING STAIRWAYTO BE REMOVED
NEW 1-1/2" DIA. HANDRAIL
11"1'-0"
EXISTING STAIR TOBE REMOVED
EXISTING PLATFORMTO BE REMOVED
EXISTING CONVEYORTO BE REMOVEDFOR RE-ROUTING.
EXISTING HANDRAILSTO BE REMOVED
T09 A601
T09 A601
TONE DENOTES EXISTINGPRECAST WALLS
1'-4
"
3'-9"
NEW WALL TO BE BUILTAROUND EXISTING DOWNSPOUTS
EXISTING CURB TO REMAIN
ALIGN NEW STAIR WITH CURB
EXISTING STAIR ANDHANDRAILS TO BE REMOVED
A16A401
A27 A401
NEW WALKWAY SIMILARTO EXISTING
11"11"11"11"
APPROXIMATE LINEOF EDGE AT EXISTING WALK 8'-3 1/2" F.V.
NEW CIP WALL AND FOOTINGRE: STRUCT.
1'-0"
2'-1
0 1/
2"
11"
1-1/2" DIA. PIPE RAIL AT OUTSIDE EDGE SHOWN DOTTED
6 1/
8" F
.V.
11" MIN.
4" SPHERE MUST NOT PASSTHROUGH
6" SPHERE MUST NOT PASSTHROUGH
5 3/8"5 3/8"
5 3/8"5 3/8"
6 3/4"
#3 CONT. BAR AT NOSING
C.I.P. ABRASIVE SAFETY NOSING
REINFORCING PER STRUCT.
3" SLEEVE 2'-5
" F.
V.
CAST IN PLACE STEM WALLS.FINISH BY BUSHHAMMERING ORCONSTRUCT WITH SYMONSSMALL CRUSHED STONE FORMLINER.AVAILABLE FROM:SYMONS BY DAYTON SUPERIOR2400 ARTHUR AVENUEELK GROVE, [email protected]
12"
EXISTING WALK
2'-6" F.V.
RE: STRUCTURAL FOR WALLS
CHEEKWALL NOT SHOWN FORCLARITY
AND FOOTINGS
EXISTING CONSTRUCTIONSHOWN SHADED
EXISTING RAILTO BE REMOVED
EXISTING STAIRWAYTO BE REMOVED
EXISTING WALLTO BE REMOVED
EXISTING DOOR TO BE REMOVED
NEW 1" INSULATEDGLASS TRANSOM
2'-9
"
NEW LAY-IN CEILING
EXISTING STEPSHANDRAILS ANDCONVEYOR TO BEREMOVED
EXISTING PRECASTTO BE REMOVEDFOR NEW DOOR FRAME
PER STRUCTURAL
NEW CIP STAIRPER STRUCTURAL
2'-1
0"
1'-0"
11"1'-0"
EXISTING HANDRAIL TO BE REMOVED
NEW 1 1/2" DIA. HANDRAIL PTD.
AND WALL PATCHED AND REPAIRED
EXISTING STAIRS TO BE REMOVED
PROFILE OF NEW STAIRS
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
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REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1/2" = 1'-0"
A27WALL SECTION
PLAN & DETAILSEXIT REMODEL
R.E. CLARK
A401
1 1/2" = 1'-0"
P01EXTERIOR STAIR ELEVATION
1/2" = 1'-0"
A16EXTERIOR ELEVATION1/2" = 1'-0"
AO1PLAN AT EXIT - DOOR # 111
1 1/2" = 1'-0"
P22HANDRAIL AT WALL
3 5/8"5/8" 5/8"
4 7/8"
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
WALL BASE RE: FINISHSCHEDULE
EXISTING DECK (CONCRETE)
ELASTOMERIC SEALANT(EA. SIDE)
2-1/2" ACOUSTICAL BATTINSULATION
5/8" TYPE X GYP. PANEL(EA. SIDE)
SLIP TRACK (CONT.)
GLASS BATT
MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)
ELASTOMERIC SEALANT (EA. SIDE)
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
WALL BASE RE: FINISHSCHEDULE
ELASTOMERIC SEALANT(EA. SIDE)
2-1/2" ACOUSTICAL BATTINSULATION
5/8" TYPE X GYP. PANEL(EA. SIDE)
MTL. TRACK (CONT.)
GLASS BATT
MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)
ELASTOMERIC SEALANT (EA. SIDE)
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
METAL BRACE TO STRUCTURE @4'-0" O.C. BOTH WAYS
FINISH FLOOR (SLAB ON GRADEOR 6" RAISED FLOOR)
1" TECTUM PANELFACTORY FINISHED WHITE
GALV. Z- FACTORY FINISHEDWHITE
METAL STUDS RE: STRUCT.
1 LAYERS 3/4" PLYWOODEA. SIDE.
3/4" PLYWOOD TO 48" AFF BOTH SIDESAFF - PAINT /PLAN
1" TECTUM PANEL BOTH SIDESRE: FINISH (P-1)
FINISH FLOOR PER PLAN
5"
3 X 3 X 38" BARE STEEL ANGLEBOLTED TO CONC. FLOOR W/ 1
2"EXPANSION ANCHORS @ 24" O.C.
GALV. Z BOTH SIDES
6"
CEILING RE: REFLECTED CEILING PLAN ANDFINISH SCHEDULE
METAL STUDS RE: STRUCT.
1 LAYERS 5/8" TYPE XGYPSUM PANELS EA. SIDE.
.
EXP. / CONT. REF. STRUCT.
SLIP TRACK RE: STRUCT.
11'-8"PER STRUCTURAL
6"
PER STRUCTURAL
34"PLYWOOD BOTH SIDES TO NEWSTRUCTURE
HEAD
PLAN
BASE
8" MTL. STUDS RE: STRUCTURAL
8"
NEW STEEL FRAMING PERSTRUCTURAL
VAPOR BARRIER
3/4" PLYWOOD TO 48" AFF BOTH SIDESAFF - PAINT /PLAN
FINISH FLOOR PER PLAN
5"
3 X 3 X 38" BARE STEEL ANGLEBOLTED TO CONC. FLOOR W/ 1
2"EXPANSION ANCHORS @ 24" O.C.
PLAN
BASE
8" MTL. STUDS RE: STRUCTURAL
1 LAYERS 5/8" TYPE XGYPSUM PANELS EA. SIDE.
6"
CEILING RE: REFLECTED CEILING PLAN ANDFINISH SCHEDULE
11'-8"PER STRUCTURAL
8"
HEAD
3 5/8"5/8" 5/8"
4 7/8"
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
WALL BASE RE: FINISHSCHEDULE
ELASTOMERIC SEALANT(EA. SIDE)
2-1/2" ACOUSTICAL BATTINSULATION
5/8" TYPE X GYP. PANEL(EA. SIDE)
SLIP TRACK (CONT.)
GLASS BATT
MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)
ELASTOMERIC SEALANT (EA. SIDE)
3 5/8"5/8" 5/8"
4 7/8"
9'-6
" F.
V. T
O C
ON
TIN
UE
EXI
STIN
G 1
HO
UR
TU
NN
EL
HEAD
PLAN
BASE
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
WALL BASE RE: FINISHSCHEDULE
2-1/2" ACOUSTICAL BATTINSULATION
5/8" TYPE X GYP. PANEL(EA. SIDE)
MTL. TRACK (CONT.)
GLASS BATT
MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)
ELASTOMERIC SEALANT (EA. SIDE)
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
METAL BRACE TO STRUCTURE @4'-0" O.C. BOTH WAYS
FINISH FLOOR (SLAB ON GRADEOR 6" RAISED FLOOR)
PER STRUCTURAL PER STRUCTURAL
10' - 8" F.V.
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
3 5/
8"5/
8"5/
8"
4 7/
8"
10' - 5" F.V.
EXISTING GUARDRAIL TOBE REMOVED
FF
CEILING PER PLAN
TONED AREA DENOTESEXISTING CONSTRUCTION
PERIMETER DETAILRE: STRUCT.
58" GYP. PANEL BOTH SIDES
3 5/8"5/8" 5/8"
4 7/8"
11' - 8"
19' - 2"
PER STRUCTURAL
R-13 GLASS BATT INSULATION
PLAN
11' - 6" F.V.
11' - 0" F.V.
4' - 0" F.V.
3 5/8" 25 GUAGE METAL STUDS @24" O.C.
1" TECTUM PANELFACTORY FINISHED WHITE
GALV. Z- FACTORY FINISHEDWHITE
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
VAPOR BARRIER
3/4" PLYWOOD TO 48" AFFBOTH SIDESAFF - PAINT /PLAN
FINISH FLOOR PER PLAN
PLAN
BASE
3 5/8" 20 GUAGE MTL. STUDSAT 24" O.C.
1 LAYER 5/8" TYPE XGYPSUM PANELS EA. SIDE.
6"
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
11'-8"PER STRUCTURAL
8"
HEAD
1" TECTUM PANELFACTORY FINISHED WHITE
VAPOR BARRIER9'-0"
PER STRUCTURAL
MTL. TRACK (CONT.)
METAL BRACE TOSTRUCTURE @ 4'-0" O.C.BOTH WAYS
3 5/8" 20 GUAGE MTL. STUDSAT 24" O.C.
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
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REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1-1/2"=1'-0"
A01WALL TYPE 2 - WALL DEMISING THE VAULT
1-1/2" = 1'-0"
N10WALL TYPE 4 - BETWEEN ROOMS 186 &1921-1/2" = 1'-0"
N01WALL TYPE 1 - OFFICE PARTITION
1-1/2"=1'-0"
A10WALL TYPE 3 - DEMISING WALL1-1/2"=1'-0"
A19WALL TYPE 5 - NEW ALCOVE @ 1 HOUR CORRIDOR - DOOR 1371-1/2"=1'-0"
A28WALL TYPE 7 - ALCOVES AT DOORS 191 & 193
1-1/2"=1'-0"
N19WALL TYPE 6 - PARTITION1-1/2"=1'-0"
N28WALL TYPE 8 - PARTITION ABOVE THE VAULT
WALLSTYPES & SECTIONS
R. E. CLARK
A501
1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171VOID
1
1
1
1
10' - 5" F.V.
EXISTING GUARDRAIL TOBE REMOVED & RETURNED TO OWNER
FF
CEILING PER PLAN
TONED AREA DENOTESEXISTING CONSTRUCTION
PERIMETER DETAILRE: STRUCT.
58" GYP. PANEL BOTH SIDES
11' - 6" F.V.11' - 6" AFF
6"
EXISTING lADDER TOREMAIN.
CEILING PER PLAN
TONED AREA DENOTESEXISTING CONSTRUCTION
58" TYPE X GYP. PANEL
2"
2'-8"
EXISTING BEAM
EXISTING JOISTS
METAL BRACE TOSTRUCTURE @ 4'-0" O.C.
MTL. STUDS (3-5/8"@ 16" O.C. (25 GA.)
3 5/8"5/8" 5/8"
4 7/8"
11' - 6" F.V.
19' - 2"
PER STRUCTURAL
GLASS BATT INSULATION
1 X WOOD SILL
HM DOOR AND FRAME PERSCHEDULE
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
FINISH FLOOR PER PLAN
CAULK
3 5/8" 25 GUAGE METAL STUDS @24" O.C.WITH 20 GAUGE TRACK,TOP & BOTTOM
VAPOR BARRIER
GLASS BATT INSULATION
AIR SPACE
SLIP TRACK
CAULK
CONTINUOUS METAL RUNNERTRACK ANCHORED TO SLAB
CAULK
VAPOR BARRIER
GLASS BATT INSULATION
AIR SPACE
TONED AREA DENOTESEXISTING CONSTRUCTION
WALL BASE RE: FINISH SCHEDULE
SAFETY CHAIN
PER STRUCTURAL
11' - 8" AFF
10' - 5" F.V.
19' - 2"
WARNING SIGN
4'-0" AFF
11' - 0" AFF
11' - 8"
2 3/
4"
4 3/
4" +
/-
18' - 10"
R-13 GLASS BATT INSULATION
3 5/8" 25 GUAGE METAL STUDS @24" O.C. WITH 20 GAUGE TRACK,TOP & BOTTOM
3 5/8" 25 GUAGE METAL STUDS @24" O.C.
3 5/8" 25 GUAGE METAL STUDS @24" O.C.
CEILING RE:REFLECTED CEILINGPLAN AND FINISHSCHEDULE
1 LAYER 5/8" GYPSUM BOARD(EXPOSED SIDE ONLY) FLOOR TOSTRUCTURE. 25 GA. 3 5/8"" METALSTUDS @ 24" O.C. WITH 20 GAUGETRACK, TOP & BOTTOMREF. FINISHES.
CONTINUOUS 20 GAUGEMETAL TRACK
EXISTING STRUCTURE
INSTALL CONTINUOUS 4"SLIP CHANNEL AT STUD TOROOF STRUCTURE.REF. STRUCTURAL.
11'-8"
HEAD
PLAN
BASE 3 X 3 X 1/4 STEEL ANGLEBOLTED TO CONC. FLOOR W/EXPANSION ANCHORS @ 48" O.C.
6" M
AX.
4'-0
" M
AX.
1"
4"
REF. STRUCTURAL.
CONTINUOUS BLOCKING ASREQUIRED FOR ANCHORINGTOP TRACK
R-19 GLASS BATT INSULATION
PER STRUCTURAL
6"8"
5"
1" TECTUM PANELFACTORY FINISHED WHITE
GALV. Z
4"1"
6" M
AX.
11'-6"
6"
CEILING PER PLAN
6 X 10 METAL BOX HEADERPER STRUCTURAL
CHAIN LINK FENCINGINSTALLED HORIZONTALLY ANDWIRE TIED TO JOIST FLANGES
PERIMETER DETAIL
COLUMN BEYOND PERSTRUCTURAL
CHAIN LINK FENCE
CHAIN LINK POSTBEYOND
HORIZONTALS PER FENCEMANUFACTURERSRECOMMENDATIONS
PER STRUCTURAL
12'-0"
RE: STRUCTURAL
PER STRUCTURAL
4"
11'-6"
CEILING PER PLAN
CEILING PER PLAN
PERIMETER DETAIL
COLUMN BEYOND PERSTRUCTURAL
CHAIN LINK POSTBEYOND
HORIZONTALS PER FENCEMANUFACTURERSRECOMMENDATIONS
6"
PER STRUCTURAL
RE: STRUCTURAL
12'-0"
2 x 4 LIGHT FIXTURE PER ELECTRICALCOORDINATE SPACING OF CHAIN LINKSUPPORTS TO ALSO ANCHOR LIGHTFIXTURES
CHAIN LINK FENCE
6 X 10 METAL BOX HEADERPER STRUCTURAL PER STRUCTURAL
4"
CHAIN LINK FENCINGINSTALLED HORIZONTALLY ANDWIRE TIED TO JOIST FLANGES
CEILING RE:REFLECTED CEILINGPLAN AND FINISHSCHEDULE
CONTINUOUS METALRUNNER TRACK
1 LAYER 5/8" GYPSUM BOARD (EXPOSEDSIDE ONLY) WITH TAPED ANDSPACKLED JOINTS FROM FLOOR TO 6"ABOVE SPECIFIED CEILING OVER 25 GA.3 5/8"" METAL STUDS @ 24" O.C.WITH 20 GAUGE TRACK, TOP & BOTTOM
CONTINUOUSMETAL RUNNERTRACK ANCHOREDTO SLAB
FINISH FLOOR PER PLAN
6"
11'-8"PER STRUCTURAL
WALL BASE RE: FINISHSCHEDULE
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SHEET TITLE
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DATE
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All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1-1/2"=1'-0"
A28WALL TYPE F - FURRING ON EXTERIOR WALL SECTION
1-1/2"=1'-0"
N19SECTION AT DOORS ABOVE VAULT
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SHEET DISCLAIMER
REVISION
SHEET TITLE
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CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
WALLSTYPES & SECTIONS
R. E. CLARK
A502
1-1/2"=1'-0"
N10SECTION & CEILING DETAIL AT EXISTING LADDER1-1/2"=1'-0"
N01WALL TYPE F2 - FURRING ON EXTERIOR WALL AT VAULT
1-1/2"=1'-0"
A19DETAIL AT CHECKS CAGE WALL CEILING1-1/2"=1'-0"
A10DETAIL AT CHECKS CAGE WALL CEILING1-1/2"=1'-0"
A10WALL TYPE F1 - FURRING ON EXTERIOR WALL - IDF RMS & OFFICES
1. 12/10/2008 - ADDENDUM # 2
2. 12/11/2008 - ADDENDUM # 5
3. 01/12/2009 - ASI # 1 CHANGES TO ROOM NO 171
1
2
3
3
3
3
3
3
3
2'-1
0"10
"3'
-4"
1'-8
"
3'-0" 3'-0" 3'-0"
N10 A503A10 A503
HPL-2HPL-2HPL-1
P-1
HPL-1
HPL-2
HPL-2
HARDWARE (STYLE& FINISH - TBD)
LOCKS AS INDICATED
CONCEALED HINGES
P-1
CT-1
ACT-4
P-1
4" BACK SPLASH (HPL-1)
2'-1
0"6"
7'-0" AFF
EQ.EQ.
4'-4
"
5'-0"
2"2"
2" 2"
HM FRAME (P-6)
1/2" TEMP. FLOATGLASS - BEVELBOTTOM EDGE
OPEN
HM FRAME (P-6)
COUNTER (HPL-3)
34" AFF
B-1
P-1
CT-1
ACT-4
P-1
B-1
P-1
1'-6" 1'-6"
STEEL BRACKETPAINT (P-6)
9" RADIUS EA. END
A17 A503
A17
A50
3
10" 6" 4"
2"2"
2"
4 7/8"
6"
3/8" x 2" STEELBRACKETS (P-6)
BLOCKINGREF. WALL TYPE
1/2" TEMPERED CLEARFLOAT GLASS. BOTTOM
EDGE BEVELED.
JAMB
HEAD
SILL
HM FRAME (P-6)
HM FRAME (P-6)
1/2"
HM FRAME (P-6)
CAULK
CAULK
HPL-2
HPL-2
HPL-1HPL-1
HPL-1
HPL-1
LINE OF SILL BELOW AND LINE OF SOFFITABOVE
GLAZING SYSTEM. RE.: SHELLBLDG.
ANODIZED ALUM. CHANNEL. MATCH FINISH W/EXIST. SHELL BLDG. GLAZING SYSTEM
GYP. BD. RE.: PLAN & WALLTYPE
MTL FRAMING. RE.: PLAN & WALLTYPE
CENTER WALL ON CENTER LINE OF EXIST.VERTICAL
FASTENERS
2X4 WD. BLOCKING. CONT.EPOXY ADHESIVE
ELASTOMERIC GASKETCONTINUOUS
CENTER LINE OF WALL
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SHEET TITLE
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DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
010203040506070809101112131415161718192021222324252627282930313233343536
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908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
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PROJECT
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SHEET TITLE
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CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
INTERIORSELEVATIONS / DETAILS
RICHARD R. CLARK
A5031/2"=1'-0"
A01ELEVATION - WEST WALL OF ROOM 130
1/2"=1'-0"
G01ELEVATION - EAST WALL OF ROOM 135
1-1/2"=1'-0"
N10MILLWORK SECTION - EAST WALL OF ROOM 135
1-1/2"=1'-0"
A10MILLWORK SECTION - EAST WALL OF ROOM 1351-1/2"=1'-0"
A17WINDOW & MILLWORK SECTION - ROOM 135
3"=1'-0"
G17CENTER NEW WALL ON EXISTING WINDOW VERTICAL 1
1. 12/10/2008 - ADDENDUM # 2
SOLID CORE WOODDOOR PER SCHEDULE
PROVIDE DOUBLE STUDSAT ALL JAMB LOCATIONSREFER TO PLAN FOR WALL TYPE.
HOLLOW METAL FRAMEPAINTED
2"
6"
STANDARD DIMENSION@ HINGESIDE TOPERPENDICULAR WALL
LATEX CAULK
LATEX CAULK
DOOR PER SCHEDULE
FINISH FLOOR PERSCHEDULE
DOOR PER DOORSCHEDULE
JAMB & WALL BEYOND
NOTE: FILL W/ BODY PUTTY ANY EXPANDSCREWS - SAND SMOOTH
HOLLOW METALFRAME
BATTINSULATION
ADJACENT WALLWHERE OCCURS
EXISTING STRUCTURE
3/4" PLYWOOD TO 48"AFF (PAINT P-2)
3 X 3 X 14 x 48" STEEL ANGLE
SCREWED INTO SOLID BLOCKING
1"4"
1 1/
4"
DOUBLE METAL STUDS@ JAMBS
1 LAYER 58" TYPE X GYP. PANELS
BOTH SIDES.
DOOR AND FRAME PERSCHEDULE
1" TECTUM PANELFACTORY FINISHED WHITE
DOOR AND FRAME PERSCHEDULE
1-3/4" X 1-1/4" X 14" STEEL
ANGLE TO 48" AFF.
1 LAYER 58" TYPE X GYP.PANELS BOTH SIDES.
10'-
0"PTD. 12" X 112" CHANNEL
FRAME
SOLID BLOCKING
1'-7
"
1'-4 1/2"
1 1/
2"
PER STRUCTURAL
11'-
8"
LAY-IN CEILING
1 LAYER 58" TYPE X GYP.
1 LAYER 3/4" PLYWOODBOTH SIDES.
1" TECTUM PANELFACTORY FINISH WHITE
PTD. 12" X 112" CHANNEL
FRAME
SOLID BLOCKING
1 LAYER 58" TYPE X GYP.
3 1/2" VER.
O.H. DOOR AND FRAME
PREFINISHED WHITE J-MOULD TRIM
1 LAYER 34" PLYWOOD EA. SIDE
SEALANT
1 LAYER 34" PLYWOOD EA. SIDE
3/4" PLYWOOD TO 48"AFF (PAINT P-2)
1 LAYER 58" TYPE X GYP. PANELS
BOTH SIDES.
DOOR & FRAME PER SCHEDULE
SOLID BLOCKING (P-1)
C8X1-5/8X18GA
1X1-1/4X18GA TRACK
EXISTING STRUCTURE
1"4"
1 5/8"
EXISTING DOOR FRAME TO BEREMOVED AND REPLACED.
NEW 1" INSULATING GLASSTRANSOM
STOP
NEW HEAD.
RELOCATED DOOR ANDHARDWARE
1" TECTUM PANELFACTORY FINISH WHITE
12" X 1 12" STEEL CHANNELFRAME
3/4" PLYWOOD TO 48"AFF (PAINT P-2)
2 LAYERS 58" TYPE X GYP. PANELS
BOTH SIDES.
VINYL STRIP CURTAIN
PREFINISHED WHITE J-MOULDTRIM
PAINTABLE SEALANT
58" GYP. BD. PTD
78" HAT CHANNELS WITH 5
8"GYPSUM BOARD
12" CHANNEL PER STRUCTURALPAINTED
1" TECTUM PANELFACTORY FINISHED WHITE
DOOR AND FRAME PERSCHEDULE
1-3/4" X 1-1/4" X 14" STEEL
ANGLE TO 48" AFF.
RETURN GYP. TO WALL AND FINISH@ END OF CHANNEL
TONE DENOTES EXISTINGCONSTRUCTION
AT END OF CHANNEL PROVIDEPREFINISHED WHITE J-MOULDAT EDGE OF TECTUM
1 1/
2"8"
1"
78" HAT CHANNELS WITH 5
8"GYPSUM BOARD
TONE DENOTES EXISTINGCONSTRUCTION
DOTTED LINE DENOTESCHANNEL ABOVE
1" FACTORY FINISHED WHITETECTUM PANEL
5"8"
8"1'
-8"
A B C D E F
A B C D F
DOOR & HARDWARE SCHEDULE
DOOR FRAME
FIR
E R
ATI
NG
LAB
EL
HARDWARE
FUNCTIONALDESCRIPTION NOTES
NO SIZE
SWIN
G
MA
TER
IAL
CO
RE FINISH
TYP
E
MA
TER
IAL FINISH
TYP
E
CLO
SER DETAIL
SET
NO KEYSID
ERM NO
WIDTH HT THK
INSI
DE
OU
T
INSI
DE
OU
T HEAD JAMB SILL
106 3'-0" 7'-0" 1-3/4" LHR 2 3 7-P5 7-P6 A 12 7-P5 7-P6 A 14 F16/A601SIM. T09/A601SIM - - 1 EXT EXIT - DETEX 14, 20, 22, 24, 39, 42, 43
107 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 B 12 7-P5 7-P6 B 14 F16/A601SIM. T09/A601SIM - - 2 EXT ENTRY - EXIT - CR 14, 20, 22, 24, 35, 37, 42, 43
108 10'-0" 10'-0" 3/4" OVHD 2 3 7-P5 7-P6 C 13 7-P5 7-P6 C - - - - - 3 EXT OVERHEAD H-D ROLLING SERVICE DOOR 16, 17, 42
109 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 A 12 7-P5 7-P6 A 14 F16/A601SIM. T09/A601SIM - - 1 EXT EXIT - DETEX 14, 20, 22, 24, 39, 42, 43
111 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P6 B 12 7-P5 7-P6 B 14 F16/A601 T09/A601 - - 16 EXT EXIT - DETEX 14, 20, 22, 24, 35, 39, 43
132 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23
133 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23
134 3'-0" 7'-0" 1-3/4" LH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23
136 3'-0" 7'-0" 1-3/4" RHR 4 6 4 4 E 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 5 135 EGRESS - CR 14, 20, 22, 24, 37, 41
137 3'-0" 7'-0" 1-3/4" LHR 4 6 4 4 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 26 6 149 PANIC - EGRESS 14, 20, 21, 22, 26
138 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 7 142 OFFICE - LOCKSET 22
139 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 142 OFFICE - LATCHSET 23
140 3'-0" 7'-0" 1-3/4" RH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23
141 3'-0" 7'-0" 1-3/4" LH 4 6 4 4 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 4 136 OFFICE - LATCHSET 23
171 4'-0" 7'-0" 1-3/4" LH 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F23/A601 A23/A601 - - 8 193 OFFICE - CR 14, 20, 22, 27, 37, 38
182
183 PAIR: 3'-0" 7'-0" 1-3/4" PAIR 2 3 7-P5 7-P5 F 12 7-P5 7-P5 F - A28/A501 L01/A601 A28/A501 - 10 193 CLOSET - LOCKSET (ALWAYS LOCKED) 22, 46
184 3'-0" 7'-0" 1-3/4" RH 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A601 - 11 193 OFFICE - CR (CONFIRM CR) 20, 22, 37
185 3'-0" 7'-0" 1-3/4" LHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 M01/A601 F01/A601 - 12 192 CLOSET - CR 14, 20, 22, 37
186 8'-0" 10'-0" - N/A 45 - 7-P5 7-P5 D 12 7-P5 7-P5 D - T01/A602 A16/A601 - - 13 - HANGING STRIPS 13, 45
187 4'-0" 10'-0" 1-3/4" LHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 14 186 OFFICE - CR 14, 20, 22, 37, 38
188 3'-0" 7'-0" 1-3/4" RH 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A - T01/A601 L01/A601 F01/A801 - 11 186 OFFICE - CR (CONFIRM CR) 20, 22, 37
189 8'-0" 10'-0" - N/A 45 - 7-P5 7-P5 D 12 7-P5 7-P5 D - T01/A602 A16/A601 - - 13 - HANGING STRIPS 13, 45
191 3'-0" 7'-0" 1-3/4" LHR 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F09/A801 L09/A801 - - 5 127 EGRESS - CR 14, 20, 22, 24, 37
192 10'-0" 10'-0" 3/4" OVHD 2 3 7-P5 7-P5 C 13 7-P5 7-P5 C 40 A09/A601 A16/A601 A09/A801 - 13 127 OVERHEAD W/ HIGH ENERGY OPENER 2, 3, 13, 14, 37, 40, 44
193 3'-0" 7'-0" 1-3/4" RHR 2 3 7-P5 7-P5 A 12 7-P5 7-P5 A 14 F09/A601 L09/A601 - - 5 127 EGRESS - CR 14, 20, 22, 24, 37
194 3'-0" 7'-0" 1-3/4" RHR 2 5 7-P5 7-P5 A 12 7-P5 7-P5 A 14 T01/A601 L01/A601 F01/A601 - 15 193 CLOSET - CR 14, 20, 22, 37
NOTES:• ANY DOOR NOT LISTED IN THE SCHEDULE
IS EXISTING TO REMAIN.• ALL (EXISTING & NEW FOR ENTIRE
BUILDING) EXIT DOORS SHALL HAVELIT EXIT SIGNS AND ADA TACTILESIGNS.
DOOR NOTES:1. ALUMINUM & GLASS2. METAL3. INSULATED4. WOOD - RED OAK - WATCO FIN.5. HOLLOW6. SOLID7. PAINT8. PREFINISHED9. PRIMED10. ANODIZED11. ALUMINUM12. COLD ROLLED STEEL13. STEEL ANGLE14. OVERHEAD CLOSER15. FLOOR CLOSER16. WINDLOCKS17. HASP W/ THROW LATCH18. PUSH/PULL19. VIEW PANEL (WIRED)20. KICK PLATE21. PANIC HARDWARE22. LOCKSET23. LATCHSET24. EXIT SIGN25. MARBLE THRESHOLD26. 20 - MINUTE27. 3 - HOUR28. "DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS" SIGN TO BEINSTALLED
29. 3/4" UNDERCUT @ DOOR30. CHAIN - LINK31. PIPE32. FLUSH BOLT33. CHAIN GUARD34. 1 - HOUR35. 3'-0" TRANSOM36. 90 - MINUTE37. CARD READER38. ARMOR PLATE39. DETEX40. HIGH ENERGY OPENER41. VISION PANEL42. USE EXISTING FRAME43. USE EXISTING DOOR44. ACCESS LOOP45. HANGING STRIP DOOR46. SAFETY CHAIN & WARNING SIGN
DOOR SCHEDULESTYPES & DETAILS
R. E. CLARK
A601
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
1-1/2"=1'-0"
T09JAMB DETAIL
1-1/2"=1'-0"
L09JAMB DETAIL
1-1/2"=1'-0"
F09HEAD & SILL DETAIL
1-1/2"=1'-0"
T01HEAD DETAIL
1-1/2"=1'-0"
L01JAMB DETAIL
1-1/2"=1'-0"
F01SILL DETAIL
1-1/2"=1'-0"
A09HEAD DETAIL1-1/2"=1'-0"
A01JAMB DETAIL1-1/2"=1'-0"
A16JAMB DETAIL
1-1/2"=1'-0"
F16HEAD DETAIL
L16DOOR AND FRAME SCHEDULE - NOTES & TYPES
1-1/2"=1'-0"
A23JAMB DETAIL
1-1/2"=1'-0"
F23HEAD DETAIL
1. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171
1
5/8" TYPE X GYP. PANELSON 4 SIDES.
SOLID BLOCKING BEHIND
8" METAL STUDS
3/4" PLYWOOD PAINTEDON 4 SIDES TO 48" AFF
ANGLES
10 1/2"
10 1
/2"
SEALANT
3" X 3" X 1/4" STEEL ANGLESON 4 CORNERS TO 48" AFF
1 LAYER 3/4" PLYWOODBOTH SIDES.
1" TECTUM PANEL BEYONDWITH WHITE J-MOULD EDGE
PTD. 12" X 112" CHANNEL
FRAME
3/8" DIA. THREADED ROD PERUNISTRUT SPECS.
UNISTRUT J1207 PIPE HANGERAT 12" O.C. OR MATCH EXISTING
3/4" DIA. GALVANIZED PIPEPAINTED
STRIP CURTAIN STEEL TUBESLEEVES TO ROTATE ABOUTPIPE. 1 PER CURTAINSIM. TO EXISTING.
3/4" PLYWOOD TO 48"AFF (PAINT /PLAN)
1" TECTUM PANEL (FACTORY FINISHEDWHITE)
FINISH FLOOR PER PLAN
3 X 3 X 3/8 STEEL ANGLEUNPRIMED AND UNFINISHED.BOLTED TO CONC. FLOOR W/ 1
2"EXPANSION ANCHORS @ 24" O.C.
Z TRIM - FACTORY FINISHEDWHITE
CEILING RE: REFLECTEDCEILING PLAN AND FINISHSCHEDULE
11'-8"
1 LAYER 5/8" TYPE X GYP. PANEL
4'-0"
5"
4'-0
"
PER STRUCTURAL
J TRIM - FACTORY FINISHEDWHITE
J TRIM - FACTORY FINISHEDWHITE
11'-0"
7'-0
"
REF. WALL TYPE
REF. A09/A602TECTUM INSTALLATION &ALTERNATE TECTUM INSTALLATION
FINISH FLOOR
4'-0" AFF
11'-0" AFF
FINISH CEILING
TECTUM PANELS (WP-2)
PLYWOOD PANELSPAINTCOLOR / PLAN NOTES
GYPSUM FINISHLEVEL - 4 (P-1)
CONCRETE FLOOR
ACOUSTICALCEILING PANELS
J-CHANNEL
J-CHANNEL
Z-CHANNEL
8'-0"
2'-7 3/4"
GYPSUM BOARD (P-1)
J-TRIM - WHITEFACTORY FINISH
J-TRIM - WHITEFACTORY FINISH
Z-TRIM - WHITEFACTORY FINISH
3/4" PLYWOODPAINT /PLAN
BEVELED EDGE TECTUMWALL PANEL 1" - WHITEFACTORY FINISH
FASTNERS - WHITEFACTORY FINISH
GYPSUM BOARD (P-1)
J-TRIM - WHITEFACTORY FINISH
J-TRIM - WHITEFACTORY FINISH
Z-TRIM - WHITEFACTORY FINISH
3/4" PLYWOODPAINT /PLAN
BEVELED EDGE TECTUMWALL PANEL 1" - WHITEFACTORY FINISH
FASTNERS - WHITEFACTORY FINISH
3/4" FURRING STRIPS 24" O.C.EDGES: TOP & BOTTOM
OCF 1" 703 FIBERGLASS
REF. WALL TYPE REF. WALL TYPE
FASTNERS - WHITEFACTORY FINISH
FASTNERS - WHITEFACTORY FINISH
OCF 1" 703 FIBERGLASS
BEVELED EDGE TECTUMWALL PANEL 1" - WHITEFACTORY FINISH
3/4" FURRING STRIPS 24" O.C.EDGES: TOP & BOTTOM
BEVELED EDGE TECTUMWALL PANEL 1" - WHITEFACTORY FINISH
MECHANICAL FASTNERS
- ALTERNATE - TECTUM INSTALLATIONTECTUM INSTALLATION
ROOM FINISH SCHEDULE
ROOMFLOOR BASE COLUMNS
WALLS CEILINGNOTES
NO NAME NORTH EAST SOUTH WEST TYPE HEIGHT
130 WORK ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING 3
131 WORK ROOM CT-1 B-1 - P-1 P-3 P-1 P-1 ACT-4 EXISTING 3
132 O-2 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
133 O-1 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
134 CONFERENCE ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
135 WAITING AREA CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING 3
199 RECEPTION CT-1 B-1 - P-2 P-1 P-1 P-3 ACT-4 EXISTING 3
136 OPEN OFFICE CT-1 B-1 P-1 P-1 P-2 P-3 P-2 ACT-4 EXISTING 3
137 ELECTRICAL ROOM ERF-1 B-1 - EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 1
138 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
139 O-1 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
140 STORAGE ROOM CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
141 O-2 OFFICE CT-1 B-1 - P-1 P-1 P-1 P-1 ACT-4 EXISTING -
142 OPEN OFFICE CT-1 B-1 P-1 P-2 - P-1 P-1 ACT-4 EXISTING 3
107 CHARGING AREA CCF-1 & P-7 WP-1 /B-2 P-4 - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 - ACT-1 11'-8" 2, 3, 5
111 VENDOR WORK AREA CCF-1 & P-7 WP-1 P-4 - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 WP-1 (P-3) & WP-2 ACT-1 11'-8" 2, 3, 5
171 SERVER ROOM CCF-1 B-1 - P-1 P-1 P-1 P-1 EXISTING EXISTING -
182
183 AIR COMPRESSOR EQPM PLATFORM CCF-1 - - GBF-2 GBF-2 GBF-2 GBF-2 ACT-2 - 2
184 VENDOR OFFICE CCF-1 B-1 - P-1 P-1 P-1 P-1 ACT-1 11'-8" 2
185 IDF ROOM CCF-1 B-1 - P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 ACT-1 11'-8" 2
186 PRINT ROOM CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2) & WP-2 WP-1 (P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 ACT-1 11'-8" 2, 3, 5
187 CHECKS CAGE CCF-1 & P-7 WP-1 P-1 P-1 & CAGE WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 CAGE ACT-1 & CAGE 11'-8" 2, 3, 4, 5
188 VENDOR OFFICE CCF-1 & P-7 B-1 - P-1 P-1 P-1 P-1 ACT-1 11'-8" 2
189 VENDOR AREA CCF-1 & P-7 WP-1 P-4 - - WP-1 (P-3) & WP-2 WP-1 (P-2) & WP-2 ACT-1 11'-8" 2, 3, 5
192 INSERTING AREA CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2 /P-3) & WP-2 - WP-1 (P-2 /P-3) & WP-2 WP-1 (P-3) & WP-2 ACT-1 11'-8" 2, 3, 5
193 SORTING AREA CCF-1 & P-7 WP-1 /B-2 P-4 WP-1 (P-2 /P-3) & WP-2 WP-1 (P-2 /P-3) & WP-2 - WP-1 (P-2 /P-3) & WP-2 ACT-1 11'-8" 2, 3, 5
194 IDF ROOM CCF-1 B-1 - P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 P-1 /GBF-3 ACT-1 11'-8" 2
FINISH LEGEND
KEY LABEL MATERIAL COMPANY DESCRIPTION NOTES FLAME SPREAD RATING
FLOORING
CT-1 CARPET TILE - OWNER FURNISHEDOWNER INSTALLED
SHAW CONTRACTGROUP
EMBODY TILE 59414 - SULTRY NIGHTS 14925, 24" X 24" QUARTER TURN INSTALLATIONON EXISTING RAISED FLOOR (ERF-1)
ASTM E-648 FLOOR RADIANT PANEL CLASS-1ASTM E-662 NBS SMOKE CHAMBER LESS THAN 450
CCF-1 CONCRETE FLOOR W/ SEALER - EXISTING SEALED CONCRETE FLOOR SEAL ALL NEW CONCRETE (PATCHES, HOLES, CUTS, ETC.) -
P-7 EPOXY FLOOR COATING SHERWIN WILLIAMS SW4084 SAFETY YELLOW EPOXY FLOOR COATING - GLOSS, SLIP RESISTANT. -
ERF-1 EXISTING RAISED FLOOR (BARE) TATE EXISTING - TATE SERIES 900 CRS CONCORE ACCESS FLOOR PANELS (BARE) EXISTING RAISED FLOOR TO REMAIN (BARE) -
BASE
B-1 RUBBER BASE - OWNER FURNISHEDOWNER INSTALLED
FLEXCO BLACK/BROWN 071 : 4-INCH COVE BASE : ROLL GOODS ONLY NO SEAMS WITHIN 6-INCHES OF ANY CORNER SPREAD INDEX:150 ASTM:E-84 - 91A
B-2 3" X 3" X 3/8" STEEL ANGLE - - L3x3x3/8 W/ 1/2" ANCHORS @ 24" -
WALLS
P-1 PAINT SHERWIN WILLIAMS SW7021 SIMPLE WHITE SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE))
P-2 PAINT SHERWIN WILLIAMS SW0007 DECOUROUS AMBER SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE))GLOSS - PLYWOOD (SANDED, SEALED, CAULKED, PRIMED & PAINTED)
P-3 PAINT SHERWIN WILLIAMS SW6529 SCANDA SATIN - GYPSUM FINISHES (GYPSUM BOARD FINISH LEVEL 4 (UNLESS INDICATED OTHERWISE))GLOSS - PLYWOOD (SANDED, SEALED, CAULKED, PRIMED & PAINTED)
P-4 PAINTINDUSTRIAL ENAMEL-100
SHERWIN WILLIAMS SW4084 SAFETY YELLOW GLOSS - STEEL STRUCTURAL COLUMNS & CONCRETE FILLED PIPE BOLLARDSCOLUMN SURFACE PREP - DULL AND CLEAN BEFORE PAINTING, LIGHT SCUFF SAND WITH A POLE SANDER, THEN WIPE WITH A WATER SOLUBLE CLEANER
P-5 PAINT SHERWIN WILLIAMS SW7048 URBANE BRONZE GLOSS - METAL DOOR FRAMES & METAL DOORS
P-6 PAINT MATCH EXISTING MATCH EXISTING - EXTERIOR METAL, METAL DOORS & HM FRAMES MATCH EXISTING - EXTERIOR METAL, METAL DOORS & HM FRAMES
GBF-1 GYPSUM BOARD FINISH LEVEL 1 LEVEL - 1ABOVE CEILINGS
ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE SET IN JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE
GBF-2 GYPSUM BOARD FINISH LEVEL 2 LEVEL - 2WHERE INDICATED
ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBED¬DED IN JOINT COMPOUND AND WIPED WITH A JOINT KNIFE LEAVING A THIN COATING OF JOINT COMPOUND OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADSAND ACCESSORIES SHALL BE COVERED WITH A COAT OF JOINT COMPOUND. SURFACE SHALL BE FREE OF EXCESS JOINT COMPOUND. TOOL MARKS AND RIDGES ARE ACCEPTABLE. JOINT COMPOUND APPLIED OVER THE BODY OF THETAPE AT THETIME OF TAPE EMBEDMENT SHALL BE CONSIDERED A SEPARATE COAT OF JOINT COMPOUND AND SHALL SATISFY THE CONDITIONS OF THIS LEVEL
GBF-3 GYPSUM BOARD FINISH LEVEL 3 LEVEL - 3WHERE INDICATED
ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND ONE ADDITIONAL COAT OF JOINT COMPOUND APPLIED OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIESSHALL BE COVERED WITH TWO SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: IT IS RECOMMENDED THAT THE PREPARED SURFACE BE COATEDWITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF FINAL FINISHES. SEE PAINTING/WALLCOVERING SPECIFICATION IN THIS REGARD
GBF-4 GYPSUM BOARD FINISH LEVEL 4 LEVEL - 4UNLESS INDICATEDOTHERWISE
ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE COATS OF JOINT COMPOUND APPLIED OVER ALL FLAT JOINTS AND ONE SEPARATE COAT OF JOINT COMPOUND APPLIEDOVER INTERIOR ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. ALL JOINT COMPOUND SHALL BE SMOOTH AND FREE OF TOOL MARKS AND RIDGES. NOTE: ITIS RECOMMENDED THAT THE PREPARED SURFACE BE COATED WITH A DRYWALL PRIMER PRIOR TO THE APPLICATION OF FINAL FINISHES. SEE PAINTING/WALLCOVERING SPECIFICATION IN THIS REGARD
MISCELLANEOUS
HPL-1 HIGH PRESSURE LAMINATE FORMICA ITEM 00837 10-58SOLID COLOR 837 GRAPHITE, GRADE 10, FINISH -58 MATTE
NO SURFACE SEAMS. BONDED TO AN APPROPRIATESUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSIA208.1 - 1999) OR MDF. REF. DETAILS AND SPECS.
ASTM E-84
HPL-2 HIGH PRESSURE LAMINATE WILSONART ITEM 4783-60 (COLOR - WHITE TIGRIS)GENERAL PURPOSE (HGS) PRODUCT TYPE 107FINISH #60 MATTE
NO SURFACE SEAMS. BONDED TO AN APPROPRIATESUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSIA208.1 - 1999) OR MDF. REF. DETAILS AND SPECS.
ASTM E-84FLAME SPREAD - 40 / SMOKE DEVELOPED - 100WHEN BONDED W/ CONTACT ADHESIVE TO PARTICLEBOARD SUBSTRATE; 3/8"
HPL-3 HIGH PRESSURE LAMINATE TBD TBD NO SURFACE SEAMS. BONDED TO AN APPROPRIATESUBSTRATE, EITHER 45# DENSITY PARTICLE BOARD (ANSIA208.1 - 1999) OR MDF. REF. DETAILS AND SPECS.
ASTM E-84
WP-1 4 X 8 X 3/4" PLYWOOD PANELFILLED, SANDED, CAULKED, PRIMED& PAINTED
- - PAINTED PER PLAN, EITHER P-2 OR P-3 -
WP-2 84" X 31-3/4" X 1" TECTUM PANELFACTORY FINISHED - WHITE
TECTUM, INC. - - CLASS A: FLAME SPREAD 0 - 25
CG-1 CLEAR PLASTIC 48" CORNER GUARD - - - -
CG-2 3" X 3" X 1/8" X 48" STEEL ANGLECORNER GUARD
- - PAINTED PER PLAN, EITHER P-2 OR P-3 -
CEILING
ACT-1 MINERAL FIBER, WET-FORMEDACOUSTICAL CEILING PANELS
ARMSTRONG SCHOOL ZONE FINE FISSURED ITEM # 1714 - WHITE 24 X 48 X 3/4"PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC
- CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL)ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308
ACT-2 FIBERGLASSACOUSTICAL CEILING PANELS
ARMSTRONG PEBBLE ITEM # 2983 - WHITE 24 X 48 X 5/8"PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC
- CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL)ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308
ACT-3 FIBERGLASSACOUSTICAL CEILING PANELS
ARMSTRONG PEBBLE ITEM # 2989 - WHITE 24 X 48 X 1"PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC
- CLASS 'A' : FLAME SPREAD 25 OR LESS (UL LABEL)ASTM E 1264, ASTM E 84, ASTM E 119 & ESR-1308
ACT-4 PROCOUSTICACOUSTIC. TILE & CEILING COATING
PROCOAT PROCOUSTIC, ACOUSTICAL TILE AND CEILING COATINGCOLOR - WHITE
REPLACE BROKEN TILES WITH NEW TILESCOAT TILES & EXPOSED GRID SYSTEM
ASTM E 84 (CLASS 'A' : FLAME SPREAD 25 OR LESS)
ACT-5 ACOUSTICAL CEILING PANELSEXISTING TO REMAIN
N/A - ETR - EXISTING TO REMAINREPLACE BROKEN TILES WITH NEW TILES
-
CCC-1 EXPOSED CONCRETEEXISTING TO REMAIN
N/A - ETR - EXISTING TO REMAIN -
CLG-1 SUSPENDED GYPSUM PANELLEVEL 4 FINISH - PAINTED
ARMSTRONGSHERWIN WILLIAMS
PAINT SW7021 - SIMPLE WHITE5/8" TYPE 'X' GYPSUM PANEL & SUSPENSION SYSTEM (OR MTL JOISTS)
SATIN - LEVEL 4 GYPSUM FINISH -
010203040506070809101112131415161718192021222324252627282930313233343536
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ARCHITECTURE
RETAIL
INTERIORS
GRAPHICS
PLANNING
L L C
f
ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOORKANSAS CITY MO 64105
816.842.1878816.842.1292
PROJECT
SEAL
SHEET DISCLAIMER
REVISION
SHEET TITLE
SHEET AUTHOR
CHECKED BY
DATE
SHEET NUMBER
All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
NOVEMBER 18, 2008
07655PROJECT NUMBER
FARMERS INSURANCEMDC / OPC13950 RAMONA AVECHINO, CA 91710
RELOCATIONO.P.C.INSURANCEFARMERS
I, Matthew Masilionis, California registeredArchitect No. C29101 have prepared the drawings andassume responsibility for the sheets numbered with an "A"prefix for the project named above.
Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.
The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.
The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.
SH / MP / RRC
TECTUM INSTALLATION... 6" = 1'-0"
A09ALTERNATE
FINISHESSCHEDULES /DETAILS
RICHARD R. CLARK
A602
NOTES:• PROVIDE 10% OF TOTAL REQ. FINISH MATERIAL
TO TENANT FOR 'ATTIC STOCK'; CEILING TILE,CARPET TILE, PAINT, BASE, ETC.
FINISH NOTES:1. REMOVE EXISTING CARPET TILE.2. ALTERNATE - BID (ACT-3) AS ALTERNATE.3. REFER TO FLOOR PLANS FOR ADDITIONAL
INFORMATION AND LOCATIONS OF FINISHMATERIALS AND COLORS.
4. REFER TO DETAILS FOR GALVANIZED CAGE.5. ALTERNATE - BID A09/A602 AS ALTERNATE TO
INDICATED & A14/A602...
3"=1'-0"
M01COLUMN DETAIL
3"=1'-0"
T01HEAD DETAIL
3" = 1'-0"
A01DETAILSA18FINISHES - LEGEND & SCHEDULE
T09FINISH NOTES
1/2" = 1'-0"
M09ELEVATION - WALL FINISHES, ROOMS: 111, 107, 186, 189, 192 & 193
6" = 1'-0"
A14TECTUM INSTALLATION
1. 12/10/2008 - ADDENDIM NO. 3
2. 01/12/2009 - ASI #1 CHANGES TO ROOM NO. 171
1
1
2
14
14
13
13
12
12
11
11
C C
F F
J J
K K
L L
D D
E E
G G
H H
H.5 H.5
M M
N N
O O
P P
10.65
10.65
10.35
10.35
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING7X7
EXISTING8" PIPE
EXISTING8" PIPEEXISTING
8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
EXISTING6" PIPE
EXISTING8" PIPE
EXISTING8" PIPE
HSS5X5X1/4
HSS5X5X1/4
HSS5X5X1/4
HSS5X5X1/4
HSS5X5X1/4
HSS5X5X1/4
HSS5X5X1/4
W8X
18
W16X
31
W16X
31
W10X49
W16X
31
W16X
31
W16X
31
W8X
18
W16X
36
W16X
36
W16X
36
W12X
22
W18X
46
W18X
46
W18X
46
W18X
46
W18X
46
W18X
46
W18X
46
W18X
46
W12X
22
W18X
35
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
35
W16X36 W18X40
W16X36
W18X40
W18X35
W16X36 W18X40 W18X35
W16X36W14X22
W10X49
W14X22
W10X
19
W16X
31
W16X
31
W16X
36
W14X22
W18X40 W18X35
W18X35
W18X35
W18X35
W18X35
W16X67 W16X67
W18X40W16X36
W16X67 W16X67 W18X35
W18X40 W18X40
W16X36 W16X36
W8X10
W8X10
W16X
36
W16X
36
W12X
22
16KCS2
16KCS2
16KCS2
16KCS2
16KCS2
W10X49
16KCS2
16KCS2
16KCS2
24KCS4 24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
W16X67
24KCS4
24KCS4
W16X67
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
W16X67
24KCS5
24KCS4
W16X67
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS5
24KCS5
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS424KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS4
24KCS416KCS2
10KCS1
10KCS1
10KCS1
10KCS1
10KCS1
10KCS1
W10X49
W18X
40
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
W18X35
S10212
18' -
4 5
/8"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
40' -
0"
40' -
0"
40' -
0"
40' -
0"
40' -
0"
18' -
4 3
/4"
121'-6"
TOB ELEV.
121'-6"
TOB ELEV.
121'-3 1/2"
TOB ELEV.
121'-6"
TOB ELEV.
121'-3 1/2"
TOB ELEV.
121'-6"
TOB ELEV.
121'-3 1/2"
TOB ELEV.
121'-6"
TOB ELEV.
121'-6"
TOB ELEV.
121'-6"
TOB ELEV.
121'-3 1
/2"
TO
B E
LE
V.
121'-3 1
/2"
TO
B E
LE
V.
121'-3 1
/2"
TO
B E
LE
V.
121'-3 1
/2"
TO
B E
LE
V.
120'-3 1
/2"
TO
B E
LE
V.
121'-3 1
/2"
TO
B E
LE
V.
12' - 0" 17' - 4" 2' - 0" 46' - 0" 48' - 0" 22' - 4 3/4"
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X3/8
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X3/8
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
W18X35
W18X35
W18X35
W18X35
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
HSS8X8X1/4
NOTES:
1. ALL JOISTS SHALL BE DESIGNED FOR AN AXIAL LOAD OF 6.1 KIPS.2. JOISTS SHALL BE REINFORCED FOR POINT LOADS AS SHOWN IN 16/S1033. TOB ELEVATION FOR BEAMS BETWEEN GRIDS 13 AND 14 IS 121'-3 1/2". TOP OF BRACE ELEVATION IS 120'-10 1/2" BETWEEN GRIDS 13 AND 14.4. FRAME OPENING AS SHOWN IN 19/S1035. REINFORCE JOISTS FOR POINT LOADS PER 16/S103.6. ELEVATIONS INDICATED ARE BASED ON FINISHED FLOOR ELEVATIONS = 100'-0"
HSS8X8X3/8 TYP.TO BRACE EL = 120'-11 1/2" TYP
W18X
35
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
40
W18X
35
W14X22
HSS8X8X1/4
HSS8X8X1/4
2/S
102
1/S102
1/S102
8S102BELOW
W16X36 W12X22
8' - 0"
CL
PO
ST
CLPOST
HSS3X0.25 TYP.(4 LOCATIONS) 8' - 0"
CL
PO
ST
CLPOST
8' - 0" 8' - 0"
2' -
0"
CLPOST
CLPOST
CL
PO
ST
15/S
103
TY
P
L3x3x1/4 BRACINGTYP AT POSTS
2S101 BELOW
2' -
0"
8' - 0" 8' - 0"
NEW
CLPOST
CL
PO
ST
3/S102
NEW
NEW
NEW
NEW
NEW
NEW
HSS5X5X1/4NEW
W8X
18
CLPOST
8' - 0" 8' - 0"
W16X36
BELOW
W12X22
1' -
0"
1' - 0"
1' -
0"
1/S
102
SIM
HSS8X8X3/8 TYP.TO BRACE EL = 120'-11 1/2" TYP
2' -
0"
2' -
0"
TYP
5/S102
2/S102SIM
3/S102TYP
18S102
TYP
18S102
SIM
18S102
SIM
TYP
121'-3 1/2"
TOB ELEV.
121'-3 1/2"
TOB ELEV.
121'-3 1/2"
TOB ELEV.
1/S102TYP
5/S
102
BRIDGING TO BE DESIGNED AND PROVIDEDBY JOIST MANUFACTURER TYP
5/S
102
5/S
102
1' -
7 1
/4"
1' - 7 1/4"
121'-3 1/2"
TOB ELEV.
4/S102TYP GRID PTO GRID H.5
15/S
103
SIM
TY
P HSS3X0.25 TYP.(4 LOCATIONS)
NOTE 5 TYP
NO
TE
3
NOTE 4 TYPNOTE 4 TYP
HSS3X0.25 TYP.(6 LOCATIONS)
2/S102SIM
2/S
102
SIM
NOTE 4 TYP
4/S102
11/S
102
TY
P
NOTE 4 TYP
1' -
0"
15/S
103
HSS3X0.25 TYP.(6 LOCATIONS)
HSS3X0.25 TYP.(6 LOCATIONS)
5/S
102
1' -
7 3
/8"
REF S103 DETAILS 12, 13, 17, AND18 AND GENERAL NOTES -SUSPENDED CEILING SYSTEMFOR SUPPORT OF SUSPENDEDCEILING SYSTEM
14/S
103
TY
P
4/S
102
SIM
TY
PG
RID
10.6
5T
OG
RID
14
20S102 TYP
14/S
103
14/S
103
TY
P
8' - 0" 8' - 0"
2' -
0"
CLPOST
CL
PO
ST
CLPOST
HSS3X0.25 TYP.(6 LOCATIONS)
TYP
19/S
102
TY
P
14/S
103
SIM
14/S
103
SIM
14/S
103
SIM
8' - 0"
CLPOST
14/S
103
SIM
14/S
103
SIM
20S102
OH
14/S
103
SIM
19/S102
TY
P G
RID
13
8' - 0"
CLPOST
21/S102
8' - 0"
CLPOST
EXISTINGSTUD WALL
19/S
102
TY
P
19/S
102
SIM
121'-3 12"
TOB ELEV.
TYP
19S102
SIM
19S102
SIM18S102
TYP
14
M
2' - 4 1/2"
4' - 0" 4' - 0" 4' - 0"
2' - 10 1/2"
8"
JOISTS
C8x1 5/8x16 GA
EXISTING TILT-UPCONCRETE WALL
INSIDEFACE OFPANEL
CLPOST
CL
PO
ST
HSS3x3x1/4
C
E
B
A
NEW STUD WALLTO STRUCTURE
FACE OFSTUD
14' -
4"
5"
18' - 4"
LAY-IN CEILINGREF ARCH
JOIST REF PLAN
L2x2x12 GA x6" LONGATTACH EA LEG WITH(4) #12 TEK SCREWS
6"x16 GA TRACK TOPAND BOTTOM ATTACHEA LEG USING #12 TEKSCREWS AT 3" OC
C10x1 5/8x18 GAEA SIDELAY-IN CEILING
REF ARCH
JOIST REF PLAN
L2x2x12 GA x6" LONGATTACH EA LEG WITH(4) #12 TEK SCREWS
PLYWOODSHEATHING REF PLAN
111'-10"
TOJ EL
PL 3/4"x6"x1'-0"
1/8 6
1/8 6
3/164 SIDES TYP
PL 1/2"x9"x0'-9" ATTACHTO SLAB USING (4) 3/4"DIA x4" EMBED A36THREADED ROD SET INHILTI HY-150 EPOXY
D
1/8 6
1/8 6
1/8 6
1/8 6
TOWARD 14
TOWARD M
DESIGN PARAMETERS1. BUILDING CODE 2007 CALIFORNIA BUILDING CODE
2. LIVE LOADS
ROOF 20 PSF
STAIRS 100 PSF
FLOORS, OFFICE 100 PSF
PARTITIONS 20 PSF
3. SNOW LOADS
A. GROUND SNOW LOAD, Pg 0 PSF
B. ROOF SNOW LOAD, Pf 0 PSF
C. SNOW EXPOSURE FACTOR, Ce 0.7
D. SNOW THERMAL FACTOR, Ct 1.0
E. IMPORTANCE FACTOR, I 1.0
4. WIND LOADS
A. WIND SPEED (3 SECOND GUST) 90 MPH
B. IMPORTANCE FACTOR, I 1.0
C. EXPOSURE CATEGORY B
D. HEIGHT AND EXPOSURE COEFFICIENT 19.1
E. DESIGN WIND PRESSURE ON PRIMARY STRUCTURE (WINDWARD + LEEWARD) 0.0 PSF
F. DESIGN WIND PRESSURE ON EXTERIOR WALLS
END ZONES 21.0 PSF
INTERIOR ZONES 18.3 PSF
G. DESIGN UPLIFT PRESSURE ON ROOFS (NET)
CORNER ZONES 24.1 PSF
EDGE ZONES 24.1 PSF
INTERIOR ZONES 15.5 PSF
H. DESIGN WIND PRESSURE ON PARAPETS
END ZONES 32.5 PSF
INTERIOR ZONES 32.5 PSF
I. WIDTH OF EDGE ZONE 15.8 FT
5. SEISMIC LOADS
A.
I-SECOND PERIOD SPECTRAL RESPONSE, Sd1 0.75
B.
1.0
C.
IISEISMIC IMPORTANCE FACTOR, IE
SEISMIC USE GROUP
D.
SEISMIC DESIGN CATEGORY D
E.
SITE CLASS D
F.
BASIC STRUCTURAL SYSTEM STEEL FRAMING
G.
SEISMIC RESISTING SYSTEM LIGHT GAGE SHEAR WALLS
H.
RESPONSE MODIFICATION FACTOR, R 2.5
EQUIPMENT PLATFORM 150 PLF
FLOORS, PRODUCTION 125 PSF
I.J.
K.
MAPPED SPECTRAL RESPONSE, Ss 200%
MAPPED PERIOD SPECTRAL RESPONSE, S1 75%
1.33SPECTRAL RESPONSE COEFFICIENT, Sds
DEFLECTION AMPLIFICATION FACTOR, CD 2.5L.SEISMIC RESPONSE COEFFICIENT, Cs 0.52M.ANALYSIS PROCEDURE SEISMIC DESIGN FORCEN.DESIGN BASE SHEAR, ASD 0.53O.
GENERAL:
1. STRUCTURAL ELEMENTS ARE NON-SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO LATERAL FORCES. FRAMING AND WALLS SHALL BE TEMPORARILY BRACED BY THE CONTRACTOR UNTIL PERMANENT BRACING, FLOOR AND ROOF DECKS, AND WALLS HAVE BEEN INSTALLED AND CONNECTIONS BETWEEN THESE ELEMENTS HAVE BEEN MADE.2. THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE VERIFIED BY THE CONTRACTOR. PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. RE: MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENING LOCATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.4. DIMENSIONS AND DETAILS OF THE EXISTING STRUCTURE ARE BASED UPON DOCUMENTS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND REPORT TO THE ENGINEER ANY VARIATIONS FROM THE DATA SHOWN HEREIN FOR POSSIBLE REDESIGN.5. DO NOT SCALE DRAWINGS.
FOUNDATIONS AND SLAB-ON-GRADE:
1. A MINIMUM NET ALLOWABLE BEARING PRESSURE OF 3100 PSF IS REQUIRED FOR ALL NEW AND EXISTING FOUNDATIONS LOCATED BETWEEN GRIDS 10.35 AND 14 AND C AND P. CONTRACTOR SHALL RETAIN A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE SOIL CAPACITY. IF THE MINIMUM CAPACITY CANNOT BE MET, THE GEOTECHNICAL ENGINEER SHALL PROVIDE RECOMMENDATIONS TO ATTAIN THIS BEARING CAPACITY.2. EXTERIOR FOOTINGS FOR STAIRS AND RAMPS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE.3. FOOTINGS SHALL BE POURED AGAINST UNDISTURBED SOIL, UNLESS NOTED OTHERWISE.4. GRANULAR MATERIAL FOR USE AS SUBBASE BELOW SLABS SHALL MEET THE FOLLOWING REQUIREMENTS: MAXIMUM SIZE 3/4"
% PASSING NO. 200 SIEVE 5
CONCRETE:
1. REFER TO STRUCTURAL CONCRETE SPECIFICATIONS FOR MINIMUM COMPRESSIVE STRENGTH AND MIX REQUIREMENTS.2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60 KSI.3. "C.J." INDICATES SAW CUT JOINT OR DOWELED CONSTRUCTION JOINT IN SLAB. RE: SPECIFICATIONS FOR ACCEPTED SAW CUT METHODS. SLAB POURS SHALL BE SEPARATED BY A DOWELED CONSTRUCTION JOINT.4. SAW CUT/CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AS DIRECTED BY THE STRUCTURAL ENGINEER.5. FILL VOID BENEATH ALL COLUMN BASE PLATES WITH 5,000 PSI, NON-SHRINK, NON-METALLIC GROUT.6. PROVIDE #3 Z-BAR SPACERS AT 24" O.C. EACH WAY FOR CONCRETE WALLS HAVING REINFORCING STEEL IN BOTH FACES.7. PROVIDE CORNER BARS THAT MATCH CONTINUOUS REINFORCEMENT SIZE AND QUANTITY AT INTERSECTIONS AND CORNERS OF WALLS AND FOOTINGS.
STRUCTURAL STEEL:
1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: YIELD ASTM SPEC.
A. W, WT SHAPES: 50KSI A992B. OTHER SHAPES, BARS AND PLATES: 36KSI A36C. SQUARE HSS: 46KSI A500, GRADE BD. ROUND HSS: 42KSI A500, GRADE BE. STRUCTURAL STEEL PIPE: 35KSI A53, GRADE BF. ANCHOR RODS: 36KSI F1554G. ALL-THREAD RODS: 36KSI A36
2. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 HIGH-STRENGTH BOLTS INSTALLED SNUG TIGHT, UNLESS NOTED OTHERWISE.3. WELDING SHALL MEET ANSI, AWS D1.1, STRUCTURAL WELDING CODE. ELECTRODES FOR WELDING SHALL BE 70 KSI, LOW HYDROGEN.
WOOD FRAMING
1. SHEAR WALLS SHALL HAVE FULL HEIGHT SHEATHING AS INDICATED ON THE PLAN ON BOTH FACES OF WALL. (PANELS SHALL BE NAILED TO ALL STUDS, PLATES, AND BLOCKING WITH NAILING PATTERN NOTED ON PLANS.SHEAR WALLS SHALL HAVE FULL DEPTH BLOCKING AT ALL PANEL EDGES.2. INSTALL PLYWOOD WITH THE LONG DIMENSION OF THE PANEL PERPENDICULAR TO SUPPORTS UNO AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS, STAGGER END JOINTS.
GENERAL NOTES
STEEL BAR JOIST:
1. STEEL JOISTS SHALL BE AS INDICATED ON THE PLANS AND SHALL BE ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI) AND MEET THE FOLLOWING:
A. JOISTS THAT SUPPORT CONCENTRATED LOADS, SHALL HAVE THEIR CHORDS DESIGNED TO WITHSTAND ALL BENDING STRESSES, OR THE LOADSSHALL OCCUR AT JOIST PANEL POINTS, OR THE JOIST SHALL BE REINFORCED BY THE MANUFACTURER PER THE "JOIST REINFORCING DETAIL"SHOWN HEREIN.
B. FOR ALL MEMBERS THAT REQUIRE SPECIFIC ORIENTATION, PROVIDE TAG AT ONE END AND DEFINE LOCATION OF TAGGED END OF ERECTIONDRAWINGS.
2. K-SERIES BAR JOISTS SHALL BE WELDED TO SUPPORTING STEEL WITH 3/16" FILLET WELDS 2 INCHES LONG EACH SIDE, UNO WHEN NEAR OR AT A COLUMN, BOLT JOIST TO SUPPORTING STEEL IN CONFORMANCE WITH OSHA.3 IN STEEL FRAMES, WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS, BEARING SEATS FOR JOISTS AT COLUMN LINES SHALL BE FABRICATED TO ALLOW FOR FIELD BOLTING.4. ERECTION STABILITY: CONTRACTOR SHALL READ THE LATEST VERSION OF THE " STANDARD SPECIFICATIONS FOR LONG SPAN STEEL JOISTS, LH-SERIES" AND DEEP LONG SPAN STEEL JOIST, DLH-SERIES" AND SHALL ADHERE TO THE REQUIREMENTS OF SECTION 105, "ERECTION, STABILITY, AND HANDLING" DURING CONSTRUCTION.5. JOIST BRIDGING SHALL BE PROVIDED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HAZARD ADMINISTRATION (OSHA) AND THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE (SJI). BRIDGING REQUIREMENTS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:
A. BRIDGING SIZES AND SPACING PER SJI UNO ON THE CONSTRUCTION DOCUMENTS.B. BOTTOM CHORD BRIDGING SHALL BE PROVIDED PER SJI FOR THE NET UPLIFT FORCES INDICATED ABOVE. AS A MINIMUM, A SINGLE LINE
SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT, AT EACH END OF JOIST.C. ALL JOIST SPANS FORTY (40) FEET AND LONGER SHALL HAVE A ROW OF BOLTED BRIDGING IN PLACE BEFORE SLACKING OF HOISTING
PER OSHA.
MASONRY
1. MASONRY CONSTRUCTION ON THIS PROJECT REQUIRES SPECIAL INSPECTION. RE: SPECIFICATIONS AND PLANS FOR DETAILS.2. MASONRY DESIGN IS BASED UPON A MINIMUM COMPRESSIVE STRENGTH OF f"m=1500 PSI.3. MASONRY UNITS SHALL MEET THE REQUIREMENTS OF ASTM C90 WITH A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI, UNO MASONRY UNITS SHALL BE LIGHT WEIGHT (LESS THAN 105 PCF) -OR- MEDIUM WEIGHT (105 TO 125 PCF) -OR- NORMAL WEIGHT (MORE THAN 125 PCF).4. MORTAR SHALL BE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C270 FOR TYPE"S" MORTAR.5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. BATCHING AND MIXING SHALL MEET THE REQUIREMENTS OF ASTM C476.
LIGHT GAUGE STEEL FRAMING
1. THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED BY SSMA SHALL BE THE MINIMUM PERMITTED FOR ALL MEMBERS AND ACCESSORIES.2. ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE FOLLOWING, UNLESS NOTED OTHERWISE:
A. 16 GAUGE AND HEAVIER MEMBERS ASTM A1003, GR. D (Fy = 50), U.N.O.B. 16 GAUGE AND HEAVIER TRACK ASTM A1003, GR. A (Fy = 33), U.N.O.C. ACCESSORIES AND OTHER MEMBERS AND TRACK ASTM A1003, GR. C (Fy = 33)
3. STUD TRACK SHALL BE A MINIMUM OF 16 GA BUT SHALL MATCH THE WALL STUD GAUGE WHEN HEAVIER THAN 16 GA. TRACK SHALL BE CONNECTED TO SUPPORT STRATA AS NOTED ON THE DETAILS.4. CONNECTIONS SHALL CONSIST OF ANY OF THE FOLLOWING AS NOTED ON THE PLANS, OR AS APPROPRIATE:
A. SELF-TAPPING SCREWS OF TYPE AND SIZE AS SHOWN ON THE DETAILS AND AS MANUFACTURED BY BUILDEX, INC. OR APPROVED EQUAL.B. WELDS SHALL BE PERFORMED BY OPERATORS QUALIFIED IN ACCORDANCE WITH
SECTION 6.0 OF AWS D1.3, SHEET METAL. WELDS SHALL NOT BE USED ON MATERIAL LIGHTER THAN 16 GAUGE.5. JOIST AND WALL STUD BRIDGING SHALL BE INSTALLED AND SPACED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS. APPLIED FINISH MATERIALS SHALL NOT BE CONSIDERED BRIDGING OR FLANGE BRACING. UNLESS NOTED OTHERWISE.6. ALL AXIALLY LOADED STUDS SHALL HAVE FULL FLANGE BEARING AGAINST UPPER AND LOWER TRACK WEB PRIOR TO ATTACHMENT TO TRACK. SPLICES IN AXIALLY LOADED STUDS ARE NOT PERMITTED.7. JOISTS SHALL BE PLACED DIRECTLY OVER BEARING STUDS WITH WEBS ALIGNED.8. 14 GAUGE JOIST WEB STIFFENERS SHALL BE PROVIDED AT ALL JOIST REACTION POINTS AND AS OTHERWISE SHOWN ON THE DRAWINGS.9. PROVIDE FULL DEPTH BLOCKING BETWEEN JOISTS AT SUPPORTS WHERE JOISTS ARE NOT OTHERWISE RESTRAINED FROM ROTATION.
2006 IBC SPECIAL INSPECTIONSCONST.
TYPE
INSPECTIONFREQUENCY
INSPECTION TASK CONT. PER.
SOILSRE: 1704.7
1. COMPLIANCE OF COMPACTED FILL PLACEMENT WITH SOILS REPORT. X
1. INSPECTION OF REINFORCING.X
2.X
3. X4.
X
5.X
6. X
7.X
1.
X
X2.
XX X
3.
- -
4.
- -5.
6.
1.
2.
3.
4.
X
1. LIGHT GAGE FRAMING OF STRUCTURAL BEARING WALL AND BRACINGPER CONSTRUCTION DOCUMENTS
X
1. INSTALLATION OF SHALLOW EXPANSION, CHEMICAL AND CAST IN PLACEANCHORS IN MASONRY AND CONCRETE.
CONCRETERE: 1704.4
STRUCTURALSTEEL
RE: 1704.3
MASONRYRE: 1704.5
LIGHT GAGESTRUCTURAL
WALLFRAMING
COMPONENTANCHORAGE
RE: 1704
MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, ANDWASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS." B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.
- -
- -
- -
X
XX
XX
- -
X
AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BEVERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE PREPARED MORTAR. B. CONSTRUCTION OF MORTAR JOINTS. C. LOCATION OF REINFORCEMENT, CONNECTORS, ANDANCHORAGES.
XX
X
X
X
X
X
X
XX
5.
6.X
X
X
SPECIAL INSPECTION, CONTINUOUS. THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIALINSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THEWORK IS BEING PERFORMED.SPECIAL INSPECTION, PERIODIC. THE PART-TIME OR INTERMITTENT OBSERVATION OF WORKREQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THEAREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THEWORK.
INSPECT BOLTS AND EMBEDS TO BE INSTALLED IN CONCRETE PRIOR TOAND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADSHAVE BEEN INCREASED.VERIFYING USE OF REQUIRED DESIGN MIX.AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENSFOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, ANDDETERMINE THE TEMPERATURE OF THE CONCRETE.INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPERAPPLICATION TECHNIQUES.INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATUREAND TECHNIQUES.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THECONCRETE MEMBER BEING FORMED.
INSPECTION OF HIGH-STRENGTH BOLTING: A. BEARING-TYPE CONNECTIONS. B. SLIP-CRITICAL CONNECTIONS.MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS." B. MANUFACTURER'S CERTIFIED MILL TEST REPORTS REQ'D.MATERIAL VERIFICATION OF WELD FILLER MATERIALS: A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.INSPECTION OF WELDING: A. STRUCTURAL STEEL: 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE-PASS FILLET WELDS > 5/16"" (7.9 mm)" 4) SINGLE-PASS FILLET WELDS < 5/16"" (7.9 mm)" B. REINFORCING STEEL: 1) OTHER REINFORCING STEEL.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITHAPPROVED CONSTRUCTION DOCUMENTS: A. DETAILS SUCH AS BRACING AND STIFFENING. B. MEMBER LOCATIONS. C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.
THE INSPECTION PROGRAM SHALL VERIFY: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION. C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT."PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURECOMPLIANCE: A. GROUT SPACE IS CLEAN. B. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGE. C. PROPORTIONS OF SITE-PREPARED GROUT. D. CONSTRUCTION OF MORTAR JOINTS.GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITHCODE AND CONSTRUCTION DOCUMENT PROVISIONS.PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTARSPECIMENS AND OR PRISMS SHALL BE OBSERVED.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THECONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALLBE VERIFIED.
6"x1 /4"x18 GA x10" LONGTRACK. ATTACH TO WALLUSING (4) 1/4" DIA x1 3/4"LONG TAPCONS AND TOHEADER USING (3) #12SCREWS EA LEG
EXISTINGCONCRETE WALL
SHEET TITLE
SEAL
CONSULTANT
PROJECT NUMBER
SHEET AUTHOR
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
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13950 RAMONA AVE
CHINO, CA 91710
FARMERS
INSURANCE
O.P.C.
RELOCATION
REVISION
ROBERT J. RAMPETSREITER
ENGINEER OF RECORD818 GRAND BOULEVARD, SUITE 1100 KANSASCITY, MO 64106816-421-8282,FAX 816-421-8338
CHECKED BY
S101
FRAMING PLAN
0820155
11-18-08
1/16" = 1'-0"1EQUIPMENT PLATFORM FRAMING PLAN 1/8" = 1'-0"2CHECK CAGE
SECTION ASECTION B
SECTION CSECTION DSECTION E
# DATE DESCRIPTION
1 12-09-08 ADDENDUM #2
1
1
1
1
1
1
NOTE:1. USE MAXIMUM NUMBER OF BOLTS FOR BEAM DEPTH.2. 'A' SHALL OT BE LESS THAN 1/2 'T'.3. SHOP WELD TABS TO COL AT SIM.
'T'
"t" PLATE WITH N BOLTSEACH SIDE
'A'
1 1
/2"
3"
SP
AC
ES
1 1
/2"
SCHEDULE
NBOLTS
2
3
4
5
6
7
t
3/4" DIA. A325N
8
9
10
W
1/4 3/16
5/16 1/4
1/4
1/4
1/4
5/16
5/16
5/16
1/4
1/4
1/4
1/4
3/16
3/16
3/16
3/16
3 1/2" MAX.
WNOTE 3
COLUMN REF PLAN
CAP PLATEAT SIM
1/4 CAP PLATE WITHSEAL WELD AT SIM
AT EXISTING COLUMNSREMOVE PAINT ANDPREPARE COLUMN SURFACEBEFORE WELDING'T
''T'
SE
CT
ION
1 1
/2"
2 1
/4"
SP
AC
ES
1 1
/2"
'A'
2 1/4"1 1/4"
SECTION
COPE AS REQUIRED, TYP.
ANGLE (REF SCHEDULE FORTHICKNESS "t") WITH N BOLTSAND HORIZONTAL SHORTSLOTTED HOLES (USE "t" BENTPLATE AT NON-PERPENDICULARBEAM TO BEAM CONNECTIONS)
'A'
1 1/4"
NOTE:1. USE MAXIMUM NUMBER OF BOLTS FOR BEAM DEPTH.2. 'A' SHALL NOT BE LESS THAN 1/2 'T'
SCHEDULE
NBOLTS
2
3
4
5
6
7
t
3/4" DIA. A325N
8
9
10
1/4
5/16
5/16
5/16
5/16
1/4
1/4
1/4
1/4
3/16 1 1/2
3/16 1 1/2TYP.
JOIST SUPPLIER TO PROVIDEJOISTS SEATS OF MINIMUMTHICKNESS FOR WELDS INDICATED
JOISTS TOP CHORDS AND SEATSSHALL BE DESIGNED FORSEISMIC AXIAL LOADS INDICATEDON PLANS
2 1
/2"
EXISTING ROOFDECK
EXISTING SUBPURLIN
(2) 10d NAILS EA SUBPURLIN
C3 5/8x1 5/8x25 GA STUDS AT 16" OC
3 5/8"x1 1/4x20 GA TRACK. ATTACHTO STUD USING #10 TEK SCREWSEA FLANGE AND TO BEAM USING(2) 0.145 PAFS AT 12" OC
C8x1 5/8x18 GA STUDS AT 16" OC.ATTACH SHEATHING TO STUDUSING #8 TEK SCREWS AT 3" OCAT ALL PANEL EDGES AND AT12" OC AT INTERIOR SUPPORTS.
ATTACH TRACK TO CONCRETEUSING (2) 0.145x1 3/4" HILTI X-DNI PAFS AT 3" OC STAGGERED
EXISTING SLAB
ATTACH TRACK TO BEAM USING (2) 0.177HILTI DS PAFS AT 6" OC STAGGEREDATTACH TRACK TO STUD USING (2) #8TEK SCREWS EA FLANGE AT 3" OC
3 5/8"x1 5/8"x25 GA TRACK ALLOWFOR 1" VERTICAL MOVEMENT
ATTACH 3/4" STRUCTURAL 1SHEATHING ON EACH SIDE TO 8"x2"x18GA TRACK WITH (2) #8 TEK SCREWSAT 3" O.C. AT TOP AND BOTTOMTRACKS.
3/16 2@6"
STAGGERWELDS
SIM
CL BEAM
STUD ABOVE BEAM NOTREQUIRED AT SIM
PROVIDE FULL DEPTHBLOCKING AT ALL PANELEDGES. ATTACH SHEATHINGTO SUPPORTS USING #8 TEKSCREWS AT 3" OC AT PANELEDGES AND AT 12" OC AT ALLINTERIOR SUPPORTS EA FACE
BLOCKING NOT REQUIRED ABOVEBEAM. ATTACH SHEATHING TOSTUD AND TRACK USING #10 TEKSCREWS AT 6" OC AT PANELEDGES AND AT 12" OC ATINTERIOR SUPPORTS. TYPICAL ATSTUD ABOVE BEAM
NO STUD ABOVE AT SIM
CONTINUESHEATHINGOVER BEAM
ATTACH STUDS TO BOTHSIDES OF NEW AND EXISTINGCOLUMNS WITH A 3/16" FILLETWELD 2" LONG AT 24" OC
AT EXISTING CONCRETEWALLS ATTACH THE LASTSTUD WITH HILTI X-DNI PAFSAT 3" OC STAGGERED
4'-0"
MA
X6"
3"
4'-0"
MA
X
C3 5/8x1 5/8x25 GA STUDSAT 24" OC WITH 20-GATRACK TOP AND BOTTOM
L2x4x12 GA x3" LONG. ATTACHTO STUD USING (2) #10 TEKSCREWS AND TO WALLUSING (2) 1/4" DIA x1 3/4"EMBED TAPCONS
C3 5/8x1 5/8x25 GA STUDSAT 24" OC WITH 20-GATRACK TOP AND BOTTOM
1" GAP
EXISTINGCONCRETE WALL
3/8"x15" CONTBENT PLATE
3
12
3/4" DIA A307THREADED ROD.EPOXY ANCHORSAT 24" OC SET INSIMPSON SET-XPEPOXY ADHESIVE(ICC#2508) WITH5" EMBEDMENT
3/4" DIA A325 BOLTS AT 24"OC INSTALLED IN 3" LONGSLOTS
#4 VERTICAL INFIRST CELL EACHSIDE
#4 DOWELS x3'-0" LONGSECURE WITH HILTI HY20ADHESIVE WITH 6"EMBEDMENT, TYP AND AT4'-0" OC HORIZONTAL IFOPENING IS GREATERTHAN 5'-4" WIDE
1' -
0"
SP
AC
ING
4'-0"
MA
X
EXISTING WALL
EXISTING SLAB
REINFORCINGCENTERED IN WALL
EXISTING CMU
1' -
0"
EXTENTS OF EXISTINGOPENING TO BE INFILLED
TOP OF OPENINGTO BE INFILLED
EXISTING SLAB
CORE 12" DIA HOLE THRU SLAB AND DRILL 24"DEEP HOLE. REMOVE LOOSE SOIL ANDCOMPACT BOTTOM PRIOR TO CASTING NEW3000 psi CONCRETE. FINISH TO MATCH EXISTING
12" SONOTUBE FROM BOTTOMOF PIER TO BOTTOM OF SLAB
4" DIA STD STEEL PIPE FILLED WITH 3000 psi5" SLUMP CONCRETE MOUND AT TOP
104'-0"
TO PIPE
1/2" COMPRESSIBLE FILLER
REF ARCH FORLOCATIONS
12
P
9/S
102
10/S102
REF ARCH FORDIMENSIONS
VA
RIE
S
MIN
1' -
6"
6"
6"
#4 AT 8" O.C.
#4 AT 8" O.C.
8"
8"
FILL VOID WITH3/4" CLEANGRAVEL
EXISTING SLAB
CUT EXISTINGOPENING DOWN TOTOP OF SLAB
EXISTING OPENING
30# FELT BONDBREAKER
(4) #4 CONT.
#4 x3'-6" AT 15" OC
REF ARCH
EXISTING WALL ANDFOOTING
100'-0"
TO SLAB
4' - 0"
TYP.
1' - 0"
MATCH EXISTING
FINISHED FLOOR
RE
F A
RC
H
REF ARCH
ARCH
REF
6"
#5 EA. TREAD
#4 AT 12" O.C. CONT.
3/4" CLEAN GRAVEL.
#4 AT 12" O.C., TYP.
24"
2" C
LR
MIN
1' -
6"
(4) 5/8" DIA A307 THREADED RODS SETIN SIMPSON SET-XP EPOXY ADHESIVE(ICC #2508) WITH 5" EMBEDMENT
3/164 SIDES
EXISTING SLABPL 11"x0'-8"x1/2"
REF PLAN FORCOLUMN SIZE
SECTION
11"
8"
1 1/2"1 1/2" 5" 1 1/2"1 1/2"
2"
4"
2"
SECTIONSTUD WALL RE: 4/S102
1413
C
D
E
2' -
0"
4' -
0"
1' -
4"
4' -
8"
8"
14/S102
13/S102
15/S
102
NEW C12x20.7 EA FACEMASONRY. CONT OVERBOTH OPENINGS
NEW OPENINGS IN EXISTING
EXISTING OPENINGS TOBE INFILLED PER 6/S102
6/S102
EXISTING TUBE COLUMN
PL 1/4"x2"x0'-2" EA SIDE
C12x20.7 EACH FACE
L4x4x3/8x6" LONG EA SIDE
3/16 2
3/16 6107'-4"
TOS EL
SET DOUBLE C12X20.7 CHANNELSTIGHT TO FACE OF WALL. PRIOR TOCUTTING NEW OPENING ATTACH TOWALL WITH 3/4" DIA A36 THRU BOLTSAT 16" OC AND 4" MAX FROM FACEOF OPENING EA END.
3/16 2@6
3/16 2@6
PLATE 1/2"X9"CONTINUOUS
EXISTING 8" CMU WALL.4" 8" 8" 4"
2"
6"
4"
4" 1' - 4"
PLATE
(6) 3/4" DIA A36 THRUBOLTS IN FULLYGROUTED CELLS
3/4" DIA A36 THRU BOLTSSPACED AT 16" OC MAX
MIN
5' -
0"
MIN
5' -
0"
MIN
5' - 0"
MIN
5' - 0"
REF MANUF FOR OPENING
EXTENTS OF SLAB REF ARCH FOR LOCATIONAND ELEVATION
#5 ALL SIDES EXTEND 2'-0"PAST EDGE OF OPENINGTYP CENTERREINFORCING IN SLAB
17/S
102
TYP2' - 0"
MIN
2' - 0"
TYP3" CLR
REF MANUF FORDIMENSIONS OF OPENING
#5 CONT
#5x3'-0" AT 12" OC
MIN
1' -
6"
FIN GRADE
3/4" CHAMFER TYP#5 AT 12" OC EWCENTER IN SLAB
24"
12"
8"
9"
(2) L3x4x7/16 WITH (5) A325NBOLTS EACH LEG, TYP
(2) L3x4x1/4 WITH (2) 3/4" DIABOLTS EACH LEG, TYP
3/4" GUSSET PLATE
(2) L3x4x1/4 (LLV) WITH (5) 3/4"DIA A325N BOLTS EACH LEG, TYP
DOUBLER PLATE 1/4"x6"x6"EACH FACE OF BRACE, TYP
5/16 5
5/16 5TYP
1/4
1/4BOTH SIDESTYP
SE
CT
ION
WP
RE 19/S102 FOR BEAMCONNECTION TO WALL
GRID
AT SIM BEAM ONGRID IS CONT
1 1
/2"
1 1
/2"
REF 5/S102 FOR INFORMATION NOT SHOWN
(4) 3/4" DIA A307 THREADED ROD SET INSIMPSON SET-XP EPOXY ADHESIVE(ICC#2508) WITH 5" EMBEDMENT
3/4" DIA A325 BOLTS INSTALLED IN 3" LONGSLOTS. REF 1/S102 FOR NUMBER OF BOLTS
EXISTING CONCRETE WALL
PL 15"x8"x3/8"
PL 15"x15"x3/8"
3/16
3/16
SECTION
2" 6"
SECTION
5"
1' - 0"
6"
6"
DO NOT PLACE CONT BENTPLATE EMBED ANCHORSCLOSER THAN 8" TO WALLPLATE EMBED ANCHORS
PL 10"x11"x3/8"
PL 15"x15"x3/8"
3/16
3/16
SIM
1' -
0"
1 1/2" CLR
CUT FLANGE AS REQUIRED
5/16 8
5/16 8TYP
3/4" GUSSETPLATE
CLBEAM
WP(2) L4x3x7/16 (LLH) WITH(6) 3/4" DIA A325N BOLTSEA LEG, TYP REF 2/S103FOR BOLT SPACING
MA
X
8' -
0"
8' - 0" 8' - 0"
MAX1' - 0"
MAX1' - 0"
P3001 UNISTRUT CONTOVER 3 SUPPORTS
EXISTINGPURLIN
P1000 UNISTRUT BRACES
1/2" DIA THREADED ROD HANGERSATTACH WITH NUT AND WASHER EA SIDEOF CONNECTION. DAMAGE THREADS.
P1001 UNISTRUT MAXSPACING 8'-0" O/C
4' - 0"
CONDUITREF MEP
SE
CT
ION
A
REF ELECTRICALFOR LOCATIONS
1" 3"
EQ
SP
AC
ES
1' -
0"
3 5/8" 3" 1" (12) 1/4" DIATHRU BOLTS
12 GA PLATE EASIDE OF PURLIN
L2x2x1/8 EA SIDEOF UNISTRUT
(4) #12 TEKSCREWS
EXISTINGPURLIN
SHEET TITLE
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CONSULTANT
PROJECT NUMBER
SHEET AUTHOR
DATE
SHEET NUMBER
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ARCHITECTURERMT.COM
908 BROADWAY 6TH FLOOR
KANSAS CITY MO 64105
816.842.1878
816.842.1292
FARMERS INSURANCE
MDC / OPC
13950 RAMONA AVE
CHINO, CA 91710
FARMERS
INSURANCE
O.P.C.
RELOCATION
REVISION
ROBERT J. RAMPETSREITER
ENGINEER OF RECORD818 GRAND BOULEVARD, SUITE 1100 KANSASCITY, MO 64106816-421-8282,FAX 816-421-8338
CHECKED BY
S102
FRAMING DETAILS
0820155
11-18-08
3/4" = 1'-0"1BEAM TO COLUMN CONNECTION 3/4" = 1'-0"2DOUBLE ANGLE BEAM TO BEAM CONNECTION
3/4" = 1'-0"3JOIST TO BEAM CONNECTION 3/4" = 1'-0"4TYPICAL SHEAR WALL SECTION
3/4" = 1'-0"5CONNECTION AT TILT PANEL
3/4" = 1'-0"6INFILL DETAIL 1/2" = 1'-0"7BOLLARD DETAIL
1/8" = 1'-0"8NEW STAIR PLAN
3/4" = 1'-0"9EXTERIOR STAIR SECTION 3/4" = 1'-0"10EXTERIOR STAIR SECTION
3/4" = 1'-0"11NEW COLUMN BASE CONNECTION
1/8" = 1'-0"12CONTROL ROOM PLAN
3/4" = 1'-0"13COLUMN CONNECTION 3/4" = 1'-0"14LINTEL SECTION
1/2" = 1'-0"15CHANNEL TO CMU ELEVATION
1/4" = 1'-0"16GENERATOR PLAN
3/4" = 1'-0"17SLAB SECTION
3/4" = 1'-0"18TRUSS CONNECTION
SECTION
3/4" = 1'-0"19BEAM TO EXISTING WALL
3/4" = 1'-0"20TRUSS CONNECTION
1
1
1
1
1
# DATE DESCRIPTION
1 12-09-08 ADDENDUM #2
2 01-12-08 ASI #2
1
1
1
1
1
1
1
1
1
1
2
2
2
1/4" = 1'-0"21GENERATOR CONDUIT SUPPORT
SECTION A
1
14
14
13
13
12
12
11
11
C C
F F
J J
K K
L L
D D
E E
G G
H H
H.5 H.5
M M
N N
O O
P P
10.65
10.65
10.35
10.35
S1032
S1033
S1034
3S103
3S103
OH
2S103
EXISTING SKYLIGHT OR SMOKE VENT TOBE REMOVED. APPROX 62 LOCATIONSREF A141 FOR LOCATIONS REF 11/S103FOR REPLACEMENT DETAIL
11S103
TYP
EXISTING GLU-LAMBEAM
EXISTING COLUMN
GRID
GRID
EXISTING GLU-LAMPURLIN
PROVIDE NEWHSS 3x0.25(4 LOCATIONS)
7/S103
5/S
103
8/S
103
NOTE: PROVIDE WOOD BLOCKING UNDERCURB TO LEVEL UNIT AS REQUIREDREF 10/S103
CL
PO
ST
5/S103
10' -
0"
4x8 TOP AND BOTTOMOF EXISTING GLU-LAMAT END OF RTU
7/S103
2' -
0"
CL
PO
ST
SIM
10' -
0"
CL
PO
ST
7/S103
PROVIDE NEWHSS 3x0.25 POST(6 LOCATIONS)
CUT OFF ANDREMOVE EXISTINGPURLIN AFTER ALLPOSTS AND BRACINGARE IN PLACE
9/S103
NOTE: PROVIDE WOOD BLOCKING UNDERCURB TO LEVEL UNIT AS REQUIREDREF 10/S103
GRID
GRID
8' -
0"
CL
PO
ST
8/S
103
SIM
NEW 4x8 SUBPURLIN TOP AND BOTTOM OF EXISTINGGLU-LAM NAIL 3/4" PLYWOOD BLOCKING ACROSSFACE OF BLOCKING FULL DEPTH OF GLU-LAM USING10d NAILS AT 4" OC ALL FOUR SIDES
NEW 4x8 SUBPURLINUNDER END OF UNIT
2' -
0"
CL
PO
ST
NEW 4x8 SUBPURLIN(3 LOCATIONS)
GRID
GRID
HSS 3x0.25 POSTS(6 LOCATIONS)
CL
PO
ST
CL
PO
ST
NOTE: PROVIDE WOOD BLOCKING UNDERCURB TO LEVEL UNIT AS REQUIREDREF 10/S103
7/S103
5/S103
6/S
103
6/S
103
10' -
0"
10' -
0"
SIM
L6x6x1/2 CONT ATTACH TO PURLINUSING 3/8"x3" LAG SCREWS AT 6"OC INSTALL WHERE CURB IS NOTOVER EXISTING PURLIN
REMOVE DECK AND SUBPURLINS AS REQUIRED FORUNIT INSTALLATION
RTU CURB REF MECH
EXISTING PURLINS
ATTACH CURB TOFRAMING USING 1/4"x2"LAG SCREWS AT 6" OC
ATTACH CURB TOANGLE USING 1/4" TEKSCREWS AT 6" OC
MAX
6"
REF PLAN
NEW 4x8 SUBPURLINUNDER CURBATTACH TO PURLINUSING FACE-MOUNTSIMPSON HANGER
ATTACH CURB TOFRAMING USING 1/4"x2"LAG SCREWS AT 6" OC
ATTACH CURB TOFRAMING USING 1/4"x2"LAG SCREWS AT 6" OC
REF PLAN
EXISTING PURLIN
1/4"x4" BENT PLATE WITH(2) 1/2" DIA THRU BOLTS
6 6
3 3/4
POST REF PLAN
EXISTING PURLINS
C4x1 5/8x18 GA BRACE ATNEAREST SUBPURLIN ON EASIDE OF COLUMN. ATTACHEACH END USING (3) 10d NAILS
1
1
1/4"x4" BENT PLATE WITH(2) 1/2" DIA THRU BOLTS
5 1
/2
5 3/4
POST REF PLAN
EXISTING PURLINS
5 1
/2
EXISTING BEAM1/4"x4" BENT PLATE WITH(2) 1/2" DIA THRU BOLTS
5 1
/2
3 3/4
POST REF PLAN
NEW 4x8 SUB PURLINSINSTALL USING FACEMOUNT SIMPSON HANGER
C4x1 5/8x18 GA BRACE ATNEAREST SUBPURLIN ON EASIDE OF POST. ATTACH TO NEWSUBPURLIN USING (3) 10d NAILS.ATTACH TO COLUMN CAP USING(3) #10 TEK SCREWS.
1
1
EXISTING PURLIN
8"
5 1
/2
4x BLOCKING CONT. ATTACH THRUDECK TO FRAMING BELOW USING10d NAILS AT 3" OC STAGGERED
REF PLAN
FRAMING REF PLAN
RIP BLOCKING TO REQUIREDTHICKNESS PER ROOF SC0PE
AS
RE
QU
IRE
D
EXISTING PURLINS
EXISTING DOUBLE 2x4SUBPURLIN EACH SIDEOF OPENING
NEW 2x4 SUBPURLINCENTERED IN OPENINGATTACH EA END TOEXISTING PURLIN USINGSIMPSON LU24 HANGER
ATTACH NEWSHEATHING TO EXISTINGFRAMING USING 10dNAILS AT 3" OC MAX
ATTACH NEWSHEATHING TO NEWSUBPURLIN USING 10dNAILS AT 12" OC MAX
EXTERIOR PLYWOODSHEATHING MATCHTHICKNESS OF EXISTING
4-12 GA HANGER WIRESAT 45 DEG TYP
MAIN "T" RUNNER
CROSS "T" RUNNER
ATTACH COMPRESSION STRUT TOSTRUCTURE ABOVE AND ATINTERSECTION OF "T" RUNNERS
1 1/2" DIA STD PIPECOMPRESSION STRUT
MA
X
12'-0"
OC
4'-0"
MA
X
MAX
12'-0" OC 4'-0" MAX
COMPRESSION STRUTSTO STRUCTURE ABOVE
(4) 12 GAGE WIRES TOSTRUCTURE ABOVE
COMPRESSION STRUTSTO STRUCTURE ABOVE
(4) 12 GAGE WIRES TOSTRUCTURE ABOVE
SUSPENDED CEILINGPANELS AND GRID SYSTEM
FLOOR
WALL
PLAN VIEW
SECTION
REF A112, A113, A114 FORREFLECTED CEILING SHOWINGEXTENTS OF INSTALLATION
REF 1/S102 FOR BEAMCONNECTION TO COLUMN
1/4 8TYP.
COLUMN REF PLAN
A
AT SIM LOCATION APPLY ADDITIONALPLATE AND CONTINUITY ANGLES TOTOP FLANGE OF PERPENDICULAR BEAM
TOB
REF PLAN
SECTION A
PL 3/8"x12"x0'-8" WHEREBEAM FLANGE IS LESSTHAN 10" WIDE
L3x3x3/8x2'-2" EACH SIDE
BEAM RE: PLAN
GRID
POST REF PLAN
L3x3x1/4 TYP
BEAM OR JOISTRE: PLAN
PL 1/2"x4"x0'-6" TYP
3/16
3/16
3/16
3/16
3/16JOIST
3/16TYP
3/16
NOTE:PROVIDE JOIST REINFORCING IN ACCORDANCEWITH THIS DETAIL FOR ALL CONCENTRATEDLOADS IN EXCESS OF 150 LBS. THAT ARE NOTSHOWN ON THE STRUCTURAL FRAMING PLAN.LOADS SHALL NOT EXCEED 1000 LBS.
CONTRACTOR TO PROVIDE AND INSTALL FIELD STRUT L2x2x1/4 EACHSIDE OF JOIST AT ALL LOCATIONS WHERE CONCENTRATED LOAD DOESNOT OCCUR WITHIN 3" OF A PANEL POINT. INSTALL ANGLE WITH ONEEND AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THEOPPOSITE CHORD, TYP.
1/8 1 1/2
1/8 1 1/2TYP. EACHEND EACH
ANGLE
CONCENTRATEDLOAD, REF NOTES
CONCENTRATEDLOAD, REF NOTES
3" OR GREATER
3" OR GREATER
1' - 0" 1' - 0"
WHERE CONCENTRATED LOAD EXCEEDS 1000# PROVIDEL5x3x5/16 (LLV) EA SIDE OF JOIST WELD TO CHORD USING 3/16"x2"FILLET WELDS AT 6" OC EXTEND 1'-0" PAST PANEL POINT EA END
VERTICAL HANGERS:- SUSPENSION WIRES SHALL NOT BE SMALLER THAN #12 GAUGE SPACED AT NOT MORE THAN (4) FEET OC OR #10 GAUGE WIRES (5) FEET OC ALONG EACH MAIN RUNNER.- EACH VERTICAL WIRE SHALL BE ATTACHED TO THE STRUCTURE ABOVE AND TO THE SUSPENSION MEMBER WITH A MINIMUM OF (3) TURNS IN THE FIRST INCH.- SUSPENSION WIRES SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED.PERIMETER HANGERS:- THE TERMINAL ENDS OF EACH MAIN RUNNER AND CROSS RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM (8) INCHES FROM EACH WALL OR CEILING
DISCONTINUITY WITH #12 GAUGE WIRE OR APPROVED WALL SUPPORT.PERIMETER MEMBERS:- UNLESS PERIMETER MEMBERS ARE A STRUCTURAL PART OF THE SYSTEM, WALL ANGLES OR CHANNELS SHALL BE CONSIDERED AS AESTHETIC CLOSURES AND WITH NO
STRUCTURAL VALUE. ENDS ON MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT SPREADING.ATTACHMENT OF MEMBERS TO THE PERIMETER:- MAIN AND CROSS RUNNERS MAY BE CONNECTED TO TWO ADJACENT WALLS WITH CLEARANCE PROVIDED BETWEEN THE WALLS AND RUNNERS AT THE OTHER WALLS.LATERAL FORCE BRACING:- HORIZONTAL RESTRAINTS SHALL BE PROVIDED BY (4) #12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN (2) INCHES OF THE CROSS INTERSECTION AND SPLAYED AT
90 DEGREE ANGLES TO EACH OTHER AND AT AN ANGLE OF NOT MORE THAN 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT, ADEQUATE TO RESIST THE VERTICALFORCES OF THE BRACING WIRES SHALL ALSO BE PROVIDED. STRUTS AND HORIZONTAL RESTRAINTS SHALL BE SPACED AT (12) FEET MAXIMUM IN BOTH DIRECTIONSBEGINNING AT NOT MORE THAN (6) INCHES FROM ALL HORIZONTAL PIPING AND DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS.
MECHANICAL SERVICES:- CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING:
LESS THAN (20) LBS: SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR THE CROSS RUNNERS WITH THE SAME CARRYING CAPACITY. (20)LBSTO (56) LBS: IN ADDITION TO THE ABOVE, SHALL HAVE (2) #12 GAUGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGARS OR TOTHE STRUCTURE ABOVE, THESE WIRES MAY BE SLACK. MORE THAN (56) LBS: SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED WIRE HANGERS.
LIGHTING FIXTURES:- INTERMEDIATE OR HEAVY DUTY CEILING SYSTEMS ONLY MAY BE USED FOR THE SUPPORT OF LIGHTING FIXTURES.- ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM.- ATTACHMENT DEVICES SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION.- IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, LIGHTING FIXTURES WEIGHING:
LESS THAN (56) LBS: SHALL HAVE (2) 12 GAUGE WIRES ATTACHED TO OPPOSITE CORNERS AND WITHIN (3) INCHES OF THE CORNERS OF EACH FIXTURE AND ATTACHED TOTHE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. TANDEM FIXTURES MAY USE COMMON SUPPORT WIRES.(56) LBS OR MORE: SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
- PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITH #9 GAUGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUTUSING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.
GENERAL NOTES - SUSPENDED CEILING SYSTEM
HANGER WIRE
LATERAL FORCE BRACINGNOT TO EXCEED 12'-0" OCIN BOTH DIRECTIONSWITH THE FIRST POINTWITHIN 4' FROM EACHWALL
CROSS RUNNER
PANEL WALLTRIM
MAINRUNNER
SPLAYBRACEWIRE
8" MAX
1/2" -
RECESSEDFLUORESCENTTUBE BOX
"T-BAR CLIP"BY G PROVIDE4 PER FIXTURE
T-BAR CLIPSUSPENDEDCEILINGSECTION
PROVIDE 12 GAUGE SLACK WIRESAT TWO OPPOSING CORNERSAND FOUR VERTICAL WIRESWITHIN 3" OF EACH CORNER
PLAN
CONTINUOUS TRACK
16 GA CLIP ANGLE WITH (3) #10TEKS SCREWS, EACH LEG. TYP.EA END OF HEADER, TOP ANDBOTTOM FLANGE OF HEADER
HEADER
SE
CT
ION
8" x 1 1/4x18 GA TRACKTOP AND BOTTOM
#10 TEK SCREWS AT12" OC EA SIDE
SECTIONREF ARCH
OPENING
CRIPPLE STUD
FULL HEIGHT STUDS
(3) 8"x1 5/8x18 GASTUDS
SHEET TITLE
SEAL
CONSULTANT
PROJECT NUMBER
SHEET AUTHOR
DATE
SHEET NUMBER
All rights reserved. No part of this document may be
reproduced or utilized in any form without the prior written
authorization of Rees Masilionis Turley Architecture, LLC.
c 2008 Rees Masilionis Turley Architecture, LLC
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KANSAS CITY MO 64105
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CHECKED BY
S103
ROOF FRAMING
0820155
11-18-08
1/32" = 1'-0"1ROOF FRAMING PLAN 1/4" = 1'-0"2RTU #4 AND #5
1/4" = 1'-0"3RTU #1, # AND #3 1/4" = 1'-0"4CU #1 ND #2
1/2" = 1'-0"5FRAMING SECTION 1/2" = 1'-0"6FRAMING SECTION
1/2" = 1'-0"7FRAMING SECTION
1/2" = 1'-0"8FRAMING SECTION 1/2" = 1'-0"9FRAMING SECTION
1/2" = 1'-0"10BLOCKING SECTION 3/8" = 1'-0"11SKYLIGHT REPLACEMENT DETAIL
T-BAR DETAILNTS13 SPACING OF SUPPORTS
NTS12 3/4" = 1'-0"14CONTINUITY ANGLE CONNECTION 3/4" = 1'-0"15JOIST BRACING AT POST BASE
3/4" = 1'-0"16JOIST REINFORCING DETAIL
CEILING DETAIL AT WALLNTS17LIGHT FIXTURE SEISMIC CLIP
NTS18 3/4" = 1'-0"19HEADER DETAIL
1
# DATE DESCRIPTION
1 12-09-08 ADDENDUM #2