farmers pdc chino ca

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



FLOOR MOUNTED

FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED



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



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




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




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




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




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





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





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




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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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.

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NOVEMBER 18, 2008

07655PROJECT NUMBER







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

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816.842.1878816.842.1292

PROJECT

SEAL

SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01REFERENCE - MOST RECENT REPORT FOR EXISTING FACILITY AS SUBMITTED TO COUNTY FIRE DEPARTMENT

REFERENCE

RICHARD R. CLARK

A003


S19PAGE 1

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104'-

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167'-5"

129'-1"

300'

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118'-2"

73'-1

0"

TRAVELDISTANCE134'-0"



TRAVELDISTANCE

118'-0"





389'-8"

82'-5 1/2"

205'-0"

152'

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PRINT AREA13,600 SQ.FT.

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SORTING AREA13,200 SQ.FT.

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COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

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COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

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COMPRESSED AIR REEL

COMPRESSEDAIR REEL

42"DISPLAY

42"DISPLAY

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P APER ROLL

P APER ROLL

15'-0"9'-0" 9'-0"

9'-0

"6'

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9'-0

"

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

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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

NL

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FHN

FEN

FEN

FEN

FEN

FEN

FEN

FEN

FEN

FEN

FEN

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FEN

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FEN

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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

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K07A301

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V01

A301

A01

A201

A01A201

H01A201

T01A201

N01A201

REPAIREXISTINGSMOKECURTAIN

SMOKE CURTAINAREA = 7680 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"



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816.842.1878816.842.1292

PROJECT

SEAL

SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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





• 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.




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


NEW DOOR


EMERGENCY LIGHT

EXIT LIGHT

FIRE EXTINGUISHER

EMERGENCY LIGHT


WALL MOUNTED

CEILING MOUNTED

CEILING MOUNTED



OFFICE

101

S S S S S S S S

S S S S S S S S S S

GFI

E

R




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 WALLMOUNTED



SMOKE DETECTOREXISTING WALL TO BE REMOVED



NEW WALL








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


INDICATES TRAVEL DISTANCE TONEAREST RESTROOM

1

1

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PR PR PR

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242P

442P 442P 442P

442P

342P

242N 342P 342P

242N

242N 342P 342P

342P

442P

442P

342P

342P

242N

242N

242N

242N

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342P

442P

442P

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262P

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262P

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262N

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3042

N

342N

342N

242P

6060 6060

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2460 2460 24606060 6060

6060 6060 2460 6060 60602460 2460 2460

6060 60602460 2460 2460

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6060 6060 2460 2460

6060 6060

2460 2460 6060 6060

6060

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LE

LE

LE

LE

LE

LELE

E

E FE

FE

STAIRTWO

STAIRONE

MENSRESTROOM

204

WOMENSRESTROOM

205

182'-0"

70'-3"



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


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


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.


• 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.



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



B

74 OL74 / 2 = 3737 MALE &37 FEMALE

REQD = 3TBP = 2 REQD = 4

TBP = 3REQD = 2TBP = 3

REQD = 2TBP = 3


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


SINK:REQD = 1TBP = 1REQD = 0

TBP = 3

TOTAL FOR MEZZANINE:

USE OCCUPANTLOAD



B

76 OL76 / 2 = 3838 MALE &38 FEMALE

REQD = 3TBP = 2

REQD = 4TBP = 3

REQD = 2TBP = 2

REQD = 2TBP = 2


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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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'







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).


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


NEW DOOR


EMERGENCY LIGHT

EXIT LIGHT

FIRE EXTINGUISHER

EMERGENCY LIGHT


WALL MOUNTED

CEILING MOUNTED

CEILING MOUNTED



OFFICE

101

S S S S S S S S

S S S S S S S S S S

GFI

E

R




ONE-HOUR RATED WALL

TWO-HOUR RATED WALL

ONE-HOUR SMOKE WALL

TWO-HOUR SMOKE WALL



HORN WALLMOUNTED



SMOKE DETECTOREXISTING WALL TO BE REMOVED



NEW WALL


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

ACCESSIBLE ROUTE

MIN. MIN. MIN. MIN.MIN.

MIN

.

MIN

.

MIN

.

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A01SIGNAGE

SIGNAGE

RICHARD R. CLARK

A013

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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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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


RICHARD R. CLARK

A015

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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


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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N

1" = 30'-0"

A01SITE PLAN

SITE PLAN

R.E. CLARK

A021





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


1/8" = 1'-0"

A09NEW GENERATOR ELEVATION1/8" = 1'-0"

A20NEW GENERATOR ELEVATION 222

2

1

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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


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.


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


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).


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).

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COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

COMPRESSED AIR REEL

COMPRESSEDAIR REEL

42"DISPLAY

42"DISPLAY

CHARGER

P APER ROLL

P APER ROLL

CHARGING STATION

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


183

AIR COMPRESSOREXISTING TO REMAIN

OUTLINE OF VAULT BELOW

LADDER


183

A07 A125A07 A115A07 A105


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PROJECT

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SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER

WATER METER

SPEAKER

R

E

42"

FIRE ALARM ANNUNCIATORPANEL





SPECIALTY OUTLET

FLOOR MOUNTED

220

GFI INDICATES GROUND FAULTINTERCEPT




DATA / PHONE OUTLET

DATA / PHONE OUTLET



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









FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED



WALL MOUNTED AT 46" A.F.F.THREE-WAY SWITCH



QUADPLEX OUTLET

QUADPLEX OUTLET


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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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES


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


CEILING MOUNTED

CEILING MOUNTED

EXIT LIGHT

EMERGENCY LIGHT

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER

WATER METER

SPEAKER

R

E

42"






SPECIALTY OUTLET

FLOOR MOUNTED

220





DATA / PHONE OUTLET

DATA / PHONE OUTLET



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









FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED






QUADPLEX OUTLET

QUADPLEX OUTLET



REVISION NUMBER





KEY NOTES:























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SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES


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


CEILING MOUNTED

CEILING MOUNTED

EXIT LIGHT

EMERGENCY LIGHT

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER

WATER METER

SPEAKER

R

E

42"






SPECIALTY OUTLET

FLOOR MOUNTED

220





DATA / PHONE OUTLET

DATA / PHONE OUTLET



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









FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED






QUADPLEX OUTLET

QUADPLEX OUTLET



REVISION NUMBER





KEY NOTES:























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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

N


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


183


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


CEILING MOUNTED

CEILING MOUNTED

EXIT LIGHT

EMERGENCY LIGHT

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER

WATER METER

SPEAKER

R

E

42"






SPECIALTY OUTLET

FLOOR MOUNTED

220





DATA / PHONE OUTLET

DATA / PHONE OUTLET



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









FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED






QUADPLEX OUTLET

QUADPLEX OUTLET



REVISION NUMBER





KEY NOTES:























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816.842.1878816.842.1292

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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES


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

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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:


NEW WALL








HORN WALLMOUNTED





R

E

OFFICE

101



CEILING MOUNTED

CEILING MOUNTED

WALL MOUNTED


EMERGENCY LIGHT

FIRE EXTINGUISHER

EXIT LIGHT

EMERGENCY LIGHT


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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DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01DEMOLITION NOTES

DEMOLITIONPLAN

RICHARD R. CLARK

A106

N

3/16" = 1'-0"

A14OPC OFFICES - DEMOLITION PLAN

W01LEGEND

C







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


FLOURESCENT LIGHT FIXTURE



INCANDESCENT LIGHT

INCANDESCENT LIGHT



WALL MOUNTED

EXIT LIGHT

CAMERA

LEGEND:

CAN LIGHT

EXHAUST FAN

SPEAKER


SMOKE DETECTOR


CEILING MOUNTED

CEILING MOUNTEDEMERGENCY LIGHT


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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SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES

RCP

RICHARD R. CLARK

A112

N

3/16" = 1'-0"

A07RCP

W01LEGEND




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





INCANDESCENT LIGHT

INCANDESCENT LIGHT



WALL MOUNTED

EXIT LIGHT

CAMERA

LEGEND:

CAN LIGHT

EXHAUST FAN

SPEAKER


SMOKE DETECTOR


CEILING MOUNTED



SPRINKLER HEAD

MOTION DETECTOR

EMERGENCY LIGHT



SHEET S103.• REFERENCE FINISH SCHEDULE FOR CEILING TILE AND GRID SPECIFICATIONS.

KEY NOTES:






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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816.842.1878816.842.1292

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SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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





INCANDESCENT LIGHT

INCANDESCENT LIGHT



WALL MOUNTED

EXIT LIGHT

CAMERA

LEGEND:

CAN LIGHT

EXHAUST FAN

SPEAKER


SMOKE DETECTOR


CEILING MOUNTED



SPRINKLER HEAD

MOTION DETECTOR

EMERGENCY LIGHT



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:






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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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES

RCP

RICHARD R. CLARK

A114

N

3/16" = 1'-0"

A07SORTING AREA - RCP

W01LEGEND


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









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





INCANDESCENT LIGHT

INCANDESCENT LIGHT



WALL MOUNTED

EXIT LIGHT

CAMERA

LEGEND:

CAN LIGHT

EXHAUST FAN

SPEAKER


SMOKE DETECTOR


CEILING MOUNTED



SPRINKLER HEAD

MOTION DETECTOR

EMERGENCY LIGHT



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:






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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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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


2. 12/10/2008 - ADDENDUM NO. 2

1

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12

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LexmarkDesk Top

CHECKSCAGE


OPERATORCONSOLE

WO

RK

BEN

CH

LATHE BENCH

WORKTABLE


STO

RA

GE

CA

BIN

ET

STO

R. R

AC

KS

VENDOR

OFFICE

VENDOR

WORK

AREA

OPERATORCONSOLE

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

6060

P

RSF3Folder

PRST3

AutoLoadTilt Table

PRINTLINE #1

PRINTLINE #3

PRINTLINE #4

PRINTLINE #6

PRINTLINE #7

PRINTLINE #5

20

30Oce

VP

5160

Che

cks

Prin

ter

FLAT #1

FOLD #3

FOLD #1

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

INTE

RFACE

INTE

RFACE

3020 20

30

A

20

2020


MATERIAL

MAILPALLET

FINISH

CARTRECYLE

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

CARTRECYLE

RACKMATERIAL

Single LoopFestoon

LX56

8Fe

eder

Tabl

e

20

20

Oce

' PS

466

Oce

' PS

466

UniversalTurnbar

Loop TubDLX

WebVision P

6060


ce' P

S46

6O

ce' P

S46

6

PRST3

AutoLoadTilt Table

P

RSF3Folder

WebVision P

6060

Single LoopFestoon

PAPER ROLL

PAPER ROLL

PAPER ROLL

PAPER ROLL

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

RACKMATERIAL

PRINTLINE #8

PR

INT

LIN

E #

9

Oce

' PS

466

Oce

' PS

466

MCS

WebVision P

Single LoopFestoon

MCS

WebVision P

Single LoopFestoon

PRST3

AutoLoadTilt Table

P

RSF3Folder

PRST3

AutoLoadTilt Table

P

RSF3Folder

PRST3

AutoLoadTilt Table

P

RSF3Folder

WebVision P

6060

Single LoopFestoon

Oce

' PS

466

Oce

' PS

466

30

20

2

11

11

11

11

601

601

60

1

RST

3A

utoL

oad

Tilt

Tabl

e20

20

RSF

3Fo

lder

20 (X4)2

3 20 (X

4)

20 (X12)5

1 20 (X

2)

1 20 (X

2)

PRSU4Unwind

PRSU4Unwind

PRSU4Unwind PRSU4

Unwind

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


CEILING MOUNTEDEXIT LIGHT

CEILING MOUNTED

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER


SPEAKER

R

E

42"

WATER METER








220


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





FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED



FLOOR MOUNTED




WALL MOUNTED AT 46" A.F.F.DIMMER SWITCH


QUADPLEX OUTLET

SPECIALTY OUTLET

QUADPLEX OUTLET

DATA / PHONE OUTLET

DATA / PHONE OUTLET


EQUIPMENT TYPE

REVISION NUMBER

FURNITURE TYPE


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, 3 PHASE, 60 Hz - n =AMPS

208 VAC UPS POWER, 3PHASE, 60 Hz - n = AMPS


CAT5E DATA DROP - n =NUMBER OF CONNECTIONS

COMPRESSED AIR DROP

W01LEGEND

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SHEET TITLE

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SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES

FIXTURE PLAN

RICHARD R. CLARK

A122

N

3/16" = 1'-0"

A07PRINT AREA - FIXTURE PLAN


WO

RK

TAB

LE

WO

RK

TAB

LE

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

MATERIALPALLET

FLAT #1

FLAT #2

TURBO #1

TURBO #2

FOLD #3

FOLD #1

FOLD #4

FOLD #2

FOLD #5

FLAT #3

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

INTE

RFACE

INTE

RFACE

3020 20

30

A

20

2020


MATERIAL

MAILPALLET

FINISH

CARTRECYLE

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

CARTRECYLE

RACKMATERIAL

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

CARTRECYLE

RACKMATERIAL

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

CARTRECYLE

RACKMATERIAL

MATERIAL

PALLETS

PALLETENVELOPE

PALLETENVELOPE

MATERIAL

PALLETS

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

UNIVACCUM

TURNOVER

SEQUENCER

MBOFOLDER

COLL

INTE

RFACE

INTE

RFACE

3020 20

30

A

20

2020


MATERIAL

MAILPALLET

FINISH

CARTRECYLE

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

RACKMATERIAL

STAGER

ERRORDIVERT

DUMPFDRSTA"A"

FDRSTA"B"

TURNOVER

SEQUENCER

FDRSTA"C"

ERRORDIVERT

INTE

RFA

CE TURNOVER

SEQUENCER

INTE

RFA

CE

TURNOVER

SEQUENCER

INTE

RFA

CE

MATERIAL PALLETS

MAILPALLET

FINISH

RACKMATERIAL

UNIVACCUM

TURNOVER

SEQUENCERCUTTER

INTE

RFA

CE

MBOFOLDER

COLL

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

5001

5571

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

5571

8500

5552

BICOS 2000

5552

4806

5552

5552

7511 R

4810 6015

5552

5552

4520

AN

V-P

C(w

ithou

t ta

ble)

Trim

Win

der

380/8011380/80114507

Unistacker

Air

Sta

tion

ALX550

Unwinder

1 20 (X

2)

1 20 (X

2)

1 20 (X

2)

COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

COMPRESSEDAIR REEL

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



CEILING MOUNTED

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER


SPEAKER

R

E

42"

WATER METER








220


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





FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED



FLOOR MOUNTED






QUADPLEX OUTLET

SPECIALTY OUTLET

QUADPLEX OUTLET

DATA / PHONE OUTLET

DATA / PHONE OUTLET


EQUIPMENT TYPE

REVISION NUMBER

FURNITURE TYPE





KEY NOTES:


n

n

n

n

n

n

n








COMPRESSED AIR DROP

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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

A01NOTES

FIXTURE PLAN

RICHARD R. CLARK

A123

N

3/16" = 1'-0"

A07INSERTING AREA - FIXTURE PLAN

APEX

FLEXI


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

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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



CEILING MOUNTED

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER


SPEAKER

R

E

42"

WATER METER








220


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





FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED



FLOOR MOUNTED






QUADPLEX OUTLET

SPECIALTY OUTLET

QUADPLEX OUTLET

DATA / PHONE OUTLET

DATA / PHONE OUTLET


EQUIPMENT TYPE

REVISION NUMBER

FURNITURE TYPE





KEY NOTES:


n

n

n

n

n

n

n








COMPRESSED AIR DROP

W01LEGEND

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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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


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


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



CEILING MOUNTED

HORN WALLMOUNTED







ELECTRICAL PANEL

FLOOR DRAIN

SMOKE DETECTOR

GAS METER

ELECTRICAL METER


SPEAKER

R

E

42"

WATER METER








220


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





FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED

FLOOR MOUNTED



FLOOR MOUNTED






QUADPLEX OUTLET

SPECIALTY OUTLET

QUADPLEX OUTLET

DATA / PHONE OUTLET

DATA / PHONE OUTLET


EQUIPMENT TYPE

REVISION NUMBER

FURNITURE TYPE





KEY NOTES:


n

n

n

n

n

n

n








COMPRESSED AIR DROP

W01LEGEND

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REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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















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

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CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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 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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NOVEMBER 18, 2008

07655PROJECT NUMBER







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

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.




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

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SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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


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

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SHEET TITLE

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SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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






MTL. TRACK (CONT.)

GLASS BATT

MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)


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


5"

3 X 3 X 38" BARE STEEL ANGLEBOLTED TO CONC. FLOOR W/ 1


PLAN

BASE

8" MTL. STUDS RE: STRUCTURAL

1 LAYERS 5/8" TYPE XGYPSUM PANELS EA. SIDE.

6"

CEILING RE: REFLECTED CEILING PLAN ANDFINISH SCHEDULE


8"

HEAD

3 5/8"5/8" 5/8"

4 7/8"

HEAD

PLAN

BASE






SLIP TRACK (CONT.)

GLASS BATT

MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)


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





MTL. TRACK (CONT.)

GLASS BATT

MTL. STUDS (3-5/8" @ 24" O.C. (25GA.)



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.


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.


GALV. Z- FACTORY FINISHEDWHITE


VAPOR BARRIER

3/4" PLYWOOD TO 48" AFFBOTH SIDESAFF - PAINT /PLAN


PLAN

BASE

3 5/8" 20 GUAGE MTL. STUDSAT 24" O.C.

1 LAYER 5/8" TYPE XGYPSUM PANELS EA. SIDE.

6"



8"

HEAD


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.

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NOVEMBER 18, 2008

07655PROJECT NUMBER







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


PERIMETER DETAILRE: STRUCT.

58" GYP. PANEL BOTH SIDES

11' - 6" F.V.11' - 6" AFF

6"

EXISTING lADDER TOREMAIN.

CEILING PER PLAN


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



CAULK

3 5/8" 25 GUAGE METAL STUDS @24" O.C.WITH 20 GAUGE TRACK,TOP & BOTTOM

VAPOR BARRIER


AIR SPACE

SLIP TRACK

CAULK


CAULK

VAPOR BARRIER


AIR SPACE


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"


3 5/8" 25 GUAGE METAL STUDS @24" O.C. WITH 20 GAUGE TRACK,TOP & BOTTOM



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


PER STRUCTURAL

6"8"

5"


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


6"



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NOVEMBER 18, 2008

07655PROJECT NUMBER







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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NOVEMBER 18, 2008

07655PROJECT NUMBER







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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NOVEMBER 18, 2008

07655PROJECT NUMBER







SH / MP / RRC

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NOVEMBER 18, 2008

07655PROJECT NUMBER







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



1-3/4" 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


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


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



1-3/4" 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


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



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

010203040506070809101112131415161718192021222324252627282930313233343536

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816.842.1878816.842.1292

PROJECT

SEAL

SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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

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)


3 X 3 X 3/8 STEEL ANGLEUNPRIMED AND UNFINISHED.BOLTED TO CONC. FLOOR W/ 1


Z TRIM - FACTORY FINISHEDWHITE


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


Z-TRIM - WHITEFACTORY FINISH

3/4" PLYWOODPAINT /PLAN

BEVELED EDGE TECTUMWALL PANEL 1" - WHITEFACTORY FINISH

FASTNERS - WHITEFACTORY FINISH

GYPSUM BOARD (P-1)



Z-TRIM - WHITEFACTORY FINISH

3/4" PLYWOODPAINT /PLAN



3/4" FURRING STRIPS 24" O.C.EDGES: TOP & BOTTOM

OCF 1" 703 FIBERGLASS

REF. WALL TYPE REF. WALL TYPE



OCF 1" 703 FIBERGLASS


3/4" FURRING STRIPS 24" O.C.EDGES: TOP & BOTTOM


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 -


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 -


140 STORAGE ROOM 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


ACT-3 FIBERGLASSACOUSTICAL CEILING PANELS

ARMSTRONG PEBBLE ITEM # 2989 - WHITE 24 X 48 X 1"PRELUDE XL 15/16" EXPOSED TEE SYSTEM - WHITE - SEISMIC


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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816.842.1878816.842.1292

PROJECT

SEAL

SHEET DISCLAIMER

REVISION

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



NOVEMBER 18, 2008

07655PROJECT NUMBER







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


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



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


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


H. DESIGN WIND PRESSURE ON PARAPETS

END 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

reproduced or utilized in any form without the prior written

authorization of Rees Masilionis Turley Architecture, LLC.


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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

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

SEAL

CONSULTANT

PROJECT NUMBER

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DATE

SHEET NUMBER





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816.842.1878

816.842.1292

FARMERS INSURANCE

MDC / OPC

13950 RAMONA AVE

CHINO, CA 91710

FARMERS

INSURANCE

O.P.C.

RELOCATION

REVISION



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


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


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



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

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ARCHITECTURERMT.COM



816.842.1878

816.842.1292

FARMERS INSURANCE

MDC / OPC

13950 RAMONA AVE

CHINO, CA 91710

FARMERS

INSURANCE

O.P.C.

RELOCATION

REVISION



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