ivda dfas building no.2, roofing, window … · 015 lobby - phase 2_adendum-1.rvt 1300076.ra author...

7
D E A R T S L C I N E A T S C T E C H T I L C F A O R I N A I F O E GARY W. MILLER No. C14635 REN. 9-30-15 1177 Idaho Street, Suite 200 Redlands, CA 92374 Phone: 909-335-7400 Fax: 909-335-7299 [email protected] owner approval revisions/addenda project information sheet name sheet number initials date phase Project Number: Drawn By: Checked By: Issue Date: Sheet Of Sheets GWM © 2013 Miller Architectural Corporation Project Title Project Information Vicinity Map Location Map Abbreviations Sheet Index City Standard Notes Directory --A-- AB anchor bolt ABV above AC asphaltic concrete A/C air conditioning ADD addendum AGG aggregate ALT alternate ALUM aluminum APROX approximate ARCH architect(ural) AUTO automatic --B-- BD board BEL below BET between BIT bituminous BLDG building BLK block BLKG blocking BM bench mark BOT bottom BRG bearing BRZ bronze BUR built up roofing BW both ways --C-- CAB cabinet CAD cadmium CB catch basin CEM cement CER ceramic CFT cubic foot CI cast iron CIR circle CIRC circumference CLG ceiling CLL contract limit line CLR clear(ance) CLS closure CM centimeter CMU concrete masonry unit COL column COMB combination COMP composition CONC concrete CONT continuous/ continue CONTR contract(or) CONST construction CORR corrugated CPR copper CPT carpet(ed) CYD cubic yard --D-- DEMO demolish, demolition DH double hung DIAG diagonal DIAM diameter DIM dimension DIV division DR door DS downspout DTL detail DWG drawing DWR drawer --E-- E east EF each face ELEV elevation ELEC electric(al) EMER emergency ENC enclosure EP electrical panelboard EQ equal EQUIP equipment EST estimate EWC electric water cooler EXIST existing EXHST exhaust EXP exposed EXT exterior --F-- FA fire alarm FD floor drain FE fire extinguisher FFE finished floor elevation FFL finished floor line FIN finish(ed) FLR floor(ing) FLUOR fluorescent FND foundation FTG footing --G-- GA gage, gauge GI galvanized iron GL glass, glazing GP galvanized pipe GYP.BD.gypsum board GRD grade, grading GSS galvanized steel GV galvanized --H-- HB hose bibb HC hollow core HD heavy duty HDR header HDW hardware HGT height HM hollow metal HOR horizontal HTG heating HVAC heating / ventilating air conditioning HWD hardwood --I-- ID inside diameter INCL include(ing) INSUL insulate(ion) INT interior INV invert JST joist JT joint KIT kitchen KO knockout --L-- LAB laboratory LAM laminate(d) LAV lavatory LBL label LH left hand LL live load LT light LTL lintel LW lightweight --M-- MAS masonry MAX maximum MB machine bolt MBR member MC medicine cabinet MECH mechanic MED medium MET metal MFR manufacture(er) MH manhole MIN minimum MIR mirror MISC miscellaneous MLD molding, moulding MM millimeter MT mount(ed, ing) MTL material(s) --N-- N north NAT natural NIC not in contract NOM nominal NTS not to scale --O-- OA overall OBSC obscure OC on center OD outside diameter OH overhead OPG opening OPP opposite --P-- PAR parallel PB panic bar PCC precast concrete PCF pounds per cubic foot PED pedestal PERF perforate(d) PRE.FAB. prefabricate(d) PFL pounds per linear foot PIP poured in place PL property line PLT plate PLAS plaster PLYWD plywood PNL panel PNT paint(ed) PSF pounds per square foot PSI pounds per square inch PT point PVC polyvinyl chloride --R-- RA return air RAD radius RCP reinforced concrete pipe RD roof drain REFR refrigerator REG register REM remove RET return RFG roofing RH right hand RM room RO rough opening ROW right of way --S-- S south SC solid core SCH schedule SD storm drain SEC section SH shelf, shelving SHT sheet SIM similar SPEC specification(s) SPK speaker SQ square SS stainless steel ST steel STA station STD standard STO storage STR structural SUS suspended SYM symmetry(ical) SYS system --T-- TEL telephone T&G tongue & groove THK thick(ness) TV television TYP typical --U-- UNO unless noted otherwise UR urinal --V-- VERT vertical VIN vinyl --W-- W west W/ with W/O without WC water closet WD wood WH water heater WI wrought iron WIN window WPT working point WR water repellant WWF welded wire fabric Z:\PROJECTS\2016 Projects\IVDA Roof & Glazing 1600076.RA\Drawings\Construction Documents\DFAS2 Revit 2015 Lobby - Phase 2_Adendum-1.rvt 1300076.RA Author 03/30/2015 TITLE SHEET G-001 IVDA DFAS BUILDING No.2, ROOFING, WINDOW REPLACEMENTAND MECHANICAL SCREEN PAINTING, EDA GRANT NO. 07-49-06572 INLAND VALLEY DEVELOPMENT AGENCY 1111 MILL STREET SAN BERNARDINO, CA 92408 1601 EAST THIRD STREET, SUITE 100 SAN BERNARDINO, CA 92408 IVDA DFAS BUILDING No.2, ROOFING, WINDOW REPLACEMENTAND MECHANICAL SCREEN PAINTING, EDA GRANT NO. 07-49-06572 1111 MILL STREET SAN BERNARDINO, CA 92408 IVDA DFAS Building No. 2 Project Directory Project Owner Inland Valley Development Agency 1601 East 3rd Street, Suite 100 San Bernardino, CA 92408 Contact: James Harris Phone: (909) 382-4100 Fax: (909) 382-4106 E-mail: [email protected] Architect MAC BUILDING DATA: BUILDING AREA BASEMENT OFFICE/ACCESSORY AREA 12,322 SQ FT FIRST FLOOR OFFICE 30,688 SQ FT SECOND FLOOR OFFICE 30,688 SQ FT TOTAL BUILDING AREA 73,698 SQ FT SITE DATA: SITE AREA 211,608 SQ FT / 4.9 ACRES 100 % BUILDING AREA 30,688 SQ FT 15 % HARDSCAPE & PAVING 129,678 SQ FT 60 % LANDSCAPE 51,242 SQ FT 25 % PARKING DATA: OFFICES / GENERAL GROSS FLOOR AREA UP TO 2,000 SQ FT 1 SPACE FOR EACH 200 SQ FT 2,000 SQ FT / 200 = 10 SPACES 2,001 SQ FT - 7,500 SQ FT 1 SPACE FOR EACH 250 SQ FT 5,499 SQ FT / 250 = 22 SPACES 7,501 SQ FT - 40,000 SQ FT 1 SPACE FOR EACH 300 SQ FT 32,499 SQ FT / 300 = 108 SPACES 40,001 SQ FT AND GREATER 1 SPACE FOR EACH 350 SQ FT 33,697 SQ FT / 350 = 96 SPACES TOTAL PARKING REQUIRED 236 SPACES TOTAL PARKING PROVIDED 283 SPACES SCOPE OF WORK FOR RENOVATION OF EXISTING BUILDING: 1. INSTALL NEW STOREFRONT WINDOW SYSTEM THROUGHOUT. 2. REMOVE EXISTING ROOFING AND INSTALL NEW ROOF SYSTEM. 3. REPAINT EXISTING MECHANICAL SCREEN WALL ON ROOF. Drawing Index Sheet Number Sheet Name G-001 TITLE SHEET A-102 1ST FLOOR FLOOR PLAN A-103 2ND FLOOR FLOOR PLAN A-104 ROOF PLAN A-201 ELEVATIONS A-503 ROOF DETAILS A-601 DOOR WINDOW ROOM FINISH SCHEDULES CODE DATA: ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE: 1. 2013 CALIFORNIA BUILDING CODE, VOLUMES 1 AND 2 2. 2013 CALIFORNIA PLUMBING CODE 3. 2013 CALIFORNIA MECHANICAL CODE 4. 2013 CALIFORNIA ELECTRICAL CODE 5. 2013 CALIFORNIA ENERGY CODE 6. 2013 CALIFORNIA GREEN BUILDING CODE 7. 2013 CALIFORNIA FIRE CODE 8. 2013 CALIFORNIA REFERENCED STANDARDS CODE CONSTRUCTION TYPE: TYPE IIB FULLY SPRINKLERED GENERAL NOTES: 1. QUANTITIES LISTED IN THESE DOCUMENTS ARE FOR AGENCY APPROVAL ONLY . THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES FOR BIDDING PUPOSES. LEGAL DESCRIPTION: ACCESSORS PARCEL NUMBER 0136-351-17-0000 # Date Comment

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DE A R

T

S

LC

I

N

E

ATS

CT

E

C H

TI

LCF AO R

IN

A

I FOE

GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

013 M

iller

Arc

hitectu

ral C

orp

ora

tion

Project Title

Project Information

Vicinity Map

Location Map

Abbreviations

Sheet Index City Standard Notes

Directory

--A--AB anchor boltABV aboveAC asphaltic concreteA/C air conditioningADD addendumAGG aggregateALT alternateALUM aluminumAPROX approximateARCH architect(ural)AUTO automatic

--B--BD boardBEL belowBET betweenBIT bituminousBLDG buildingBLK blockBLKG blockingBM bench markBOT bottomBRG bearingBRZ bronzeBUR built up roofingBW both ways

--C--CAB cabinetCAD cadmiumCB catch basinCEM cementCER ceramicCFT cubic footCI cast ironCIR circleCIRC circumferenceCLG ceilingCLL contract limit lineCLR clear(ance)CLS closureCM centimeterCMU concrete masonry unitCOL columnCOMB combinationCOMP compositionCONC concreteCONT continuous/ continueCONTR contract(or)CONST constructionCORR corrugatedCPR copperCPT carpet(ed)CYD cubic yard

--D--DEMO demolish, demolitionDH double hungDIAG diagonalDIAM diameterDIM dimensionDIV divisionDR doorDS downspoutDTL detailDWG drawingDWR drawer

--E--E eastEF each faceELEV elevationELEC electric(al)EMER emergencyENC enclosureEP electrical panelboardEQ equalEQUIP equipmentEST estimateEWC electric water coolerEXIST existingEXHST exhaustEXP exposedEXT exterior

--F--FA fire alarmFD floor drainFE fire extinguisherFFE finished floor elevationFFL finished floor lineFIN finish(ed)FLR floor(ing)FLUOR fluorescentFND foundationFTG footing

--G--GA gage, gaugeGI galvanized ironGL glass, glazingGP galvanized pipeGYP.BD.gypsum boardGRD grade, gradingGSS galvanized steelGV galvanized

--H--HB hose bibbHC hollow coreHD heavy dutyHDR headerHDW hardwareHGT heightHM hollow metalHOR horizontalHTG heatingHVAC heating / ventilating air conditioningHWD hardwood

--I--ID inside diameterINCL include(ing)INSUL insulate(ion)INT interiorINV invertJST joistJT jointKIT kitchenKO knockout

--L--LAB laboratoryLAM laminate(d)LAV lavatoryLBL labelLH left handLL live loadLT lightLTL lintelLW lightweight

--M--MAS masonryMAX maximumMB machine boltMBR memberMC medicine cabinetMECH mechanicMED mediumMET metalMFR manufacture(er)MH manholeMIN minimumMIR mirrorMISC miscellaneousMLD molding, mouldingMM millimeterMT mount(ed, ing)MTL material(s)

--N--N northNAT naturalNIC not in contractNOM nominalNTS not to scale

--O--OA overallOBSC obscureOC on centerOD outside diameterOH overheadOPG openingOPP opposite

--P--PAR parallelPB panic barPCC precast concretePCF pounds per cubic footPED pedestalPERF perforate(d)PRE.FAB. prefabricate(d)PFL pounds per linear footPIP poured in placePL property linePLT platePLAS plasterPLYWD plywoodPNL panelPNT paint(ed)PSF pounds per square footPSI pounds per square inchPT pointPVC polyvinyl chloride

--R--RA return airRAD radiusRCP reinforced concrete pipeRD roof drainREFR refrigeratorREG registerREM removeRET returnRFG roofingRH right handRM roomRO rough openingROW right of way

--S--S southSC solid coreSCH scheduleSD storm drainSEC sectionSH shelf, shelvingSHT sheetSIM similarSPEC specification(s)SPK speakerSQ squareSS stainless steelST steelSTA stationSTD standardSTO storageSTR structuralSUS suspendedSYM symmetry(ical)SYS system

--T--TEL telephoneT&G tongue & grooveTHK thick(ness)TV televisionTYP typical

--U--UNO unless noted otherwiseUR urinal

--V--VERT verticalVIN vinyl

--W--W westW/ withW/O withoutWC water closetWD woodWH water heaterWI wrought ironWIN windowWPT working pointWR water repellantWWF welded wire fabric

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Author

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TITLE SHEET

G-001

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IVDA DFAS BUILDING No.2, ROOFING, WINDOW

REPLACEMENTAND MECHANICAL SCREEN PAINTING,

EDA GRANT NO. 07-49-065721111 MILL STREET

SAN BERNARDINO, CA 92408

IVDA DFAS Building No. 2Project Directory

Project OwnerInland Valley Development Agency1601 East 3rd Street, Suite 100San Bernardino, CA 92408Contact: James HarrisPhone: (909) 382-4100Fax: (909) 382-4106E-mail: [email protected]

ArchitectMAC

BUILDING DATA:

BUILDING AREABASEMENT OFFICE/ACCESSORY AREA 12,322 SQ FTFIRST FLOOR OFFICE 30,688 SQ FTSECOND FLOOR OFFICE 30,688 SQ FT

TOTAL BUILDING AREA 73,698 SQ FT

SITE DATA:

SITE AREA 211,608 SQ FT / 4.9 ACRES 100 %BUILDING AREA 30,688 SQ FT 15 %HARDSCAPE & PAVING 129,678 SQ FT 60 %LANDSCAPE 51,242 SQ FT 25 %

PARKING DATA:

OFFICES / GENERALGROSS FLOOR AREA UP TO 2,000 SQ FT 1 SPACE FOR EACH 200 SQ FT 2,000 SQ FT / 200 = 10 SPACES2,001 SQ FT - 7,500 SQ FT 1 SPACE FOR EACH 250 SQ FT 5,499 SQ FT / 250 = 22 SPACES7,501 SQ FT - 40,000 SQ FT 1 SPACE FOR EACH 300 SQ FT 32,499 SQ FT / 300 = 108 SPACES40,001 SQ FT AND GREATER 1 SPACE FOR EACH 350 SQ FT 33,697 SQ FT / 350 = 96 SPACES

TOTAL PARKING REQUIRED 236 SPACESTOTAL PARKING PROVIDED 283 SPACES

SCOPE OF WORK FOR RENOVATION OF EXISTING BUILDING:

1. INSTALL NEW STOREFRONT WINDOW SYSTEM THROUGHOUT.

2. REMOVE EXISTING ROOFING AND INSTALL NEW ROOF SYSTEM.

3. REPAINT EXISTING MECHANICAL SCREEN WALL ON ROOF.

Drawing IndexSheet Number Sheet Name

G-001 TITLE SHEET

A-102 1ST FLOOR FLOOR PLAN

A-103 2ND FLOOR FLOOR PLAN

A-104 ROOF PLAN

A-201 ELEVATIONS

A-503 ROOF DETAILS

A-601 DOOR WINDOW ROOM FINISH SCHEDULES

CODE DATA:

ALL CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF THE:1. 2013 CALIFORNIA BUILDING CODE, VOLUMES 1 AND 22. 2013 CALIFORNIA PLUMBING CODE3. 2013 CALIFORNIA MECHANICAL CODE4. 2013 CALIFORNIA ELECTRICAL CODE5. 2013 CALIFORNIA ENERGY CODE6. 2013 CALIFORNIA GREEN BUILDING CODE7. 2013 CALIFORNIA FIRE CODE8. 2013 CALIFORNIA REFERENCED STANDARDS CODE

CONSTRUCTION TYPE:

TYPE IIB FULLY SPRINKLERED

GENERAL NOTES:

1. QUANTITIES LISTED IN THESE DOCUMENTS ARE FOR AGENCY APPROVAL ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES FOR BIDDING PUPOSES.

LEGAL DESCRIPTION:

ACCESSORS PARCEL NUMBER 0136-351-17-0000

# Date Comment

DN

DN

UP

UP

DN

UP

A-2014

A-201

A-201

A-201

1

3

2

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

3

A-302

2

A-302

2

A-301

1

A-302

ELEVATOR

A-105

1

1

A-301

3

A-301

G-102

5Sim

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"

30' -

0"

40' -

0"

30' -

0"

A-106

2

A-108

1

A-107

5

3608 SF

Lobby

100

113

114

115

112103

102

100 101

105

106

116117

110 111

108109

9489 SF

Future TenantSpace

10914055 SF

Future TenantSpace

112

1

2

1

3

4

5

4

1

2

6

4

6

4

6

5

7

1

A-601

A-601

1

2

8

104

120

1272 SF

Electrical

110

119

235 SF

Stair 1

103

230 SF

Stair 3

102

207 SF

Stair 4

101

9

3' -

6"

9

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1 W-1

W-1W-1

W-1

W-1

W-1W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1 W-1

W-1

W-1

W-1

W-1 W-1

W-1

W-1

W-2

W-2

W-2

W-1

W-1

W-1

W-1W-1

W-1

A-107

2

10

5

118

2' -

6"

2' - 6"

2' -

5 3

/4"

LIMIT OF CONSTRUCTIONSTOREFRONT WINDOWSAND DOORS

EXISTING WALL TO REMAIN

METAL STUD WALL w/ R-11ROCKWOOL SOUND INSULATION

DE A R

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LC

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C H

TI

LCF AO R

IN

A

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GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

013 M

iller

Arc

hitectu

ral C

orp

ora

tion

Z:\P

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Phase 2

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1300076.RA

Author

03/30/2015

1ST FLOORFLOOR PLAN

A-102

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3/32" = 1'-0"1

Level 1 1st Floor Plan

Keynote LegendKey No. Keynote Text

1 EXISTING CONCRETE COLUMN

2 EDGE OF EXISTING CONC. SLAB ON GRADE

3 EXISTING CONCRETE WALL

4 EXISTING STOREFRONT WINDOW WALL TO REMAIN

5 EXISTING ALUM STOREFRONT DOOR TO REMAIN

6 METAL STUD WALL w/ 5/8" TYPE-X GYP BOARD BOTH SIDES

7 STOREFRONT DOORS IN EXISTING STOREFRONT WINDOW WALL TOREMAIN

8 ELEVATOR AND ALL OPERATING COMPONENTS AND CONTROLSINSTALLED IN EXISTING SHAFTS

9 42" GUARDRAIL MOUNTED TO TOP OF EXISTING CONCRETE WALL

10 4' HIGH WOUGHT IRON GATE AND RAIL SELF CLOSING WITHOUTLATCH

3/32" = 1'-0"

Wall Legend

W-1 3 5/8" 18 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES1- HR RATED, GA FILE NO.: WP 1072

W-2 6" 20 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES1-HR RATED, GA FILE NO.: WP 1072

WALL TYPE SCHEDULE

# Date Comment

5 01/20/16 BDC-2

5

5

DN

DN

DN UP

A-2014

A-201

A-201

A-201

1

3

2

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

3

A-302

2

A-302

2

A-301

1

A-302

A-105

2

1

A-301

3

A-301

A-106

3

A-108

2A-107

6

205

212 211

209

208

210

204

202203

200 201

9530 SF

Future TenantSpace

201

3641 SF

Lobby

200

15060 SF

Future TenantSpace

202

A-6016

214

206

248 SF

Electrical

209

11

2

3

2

2

2

444

213207

198 SF

Stair 1

210281 SF

Stair 3

211127 SF

Stair 4

212

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1

W-1W-1

W-1W-1

W-1

W-1

W-1

W-1

W-2

W-2

W-2

W-2

W-1

W-1

W-1

W-1

LIMIT OF CONSTRUCTIONSTOREFRONT WINDOWSAND DOORS

EXISTING WALL TO REMAIN

METAL STUD WALL w/ R-11ROCKWOOL SOUND INSULATION

DE A R

T

S

LC

I

N

E

ATS

CT

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C H

TI

LCF AO R

IN

A

I FOE

GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

013 M

iller

Arc

hitectu

ral C

orp

ora

tion

Z:\P

RO

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Roof &

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600076.R

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ocum

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Phase 2

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1300076.RA

Author

03/30/2015

2ND FLOORFLOOR PLAN

A-103

IVD

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G, W

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2408

3/32" = 1'-0"1

Level 2 2nd Floor Plan

Keynote LegendKey No. Keynote Text

1 EXISTING CONCRETE COLUMN

2 METAL STUD WALL w/ 5/8" TYPE-X GYP BOARD INTERIOR & 7/8"CEMENT PLASTER EXTERIOR SIDE

3 EXISTING CONCRETE WALL

4 EXISTING STOREFRONT WINDOW WALL TO REMAIN

3/32" = 1'-0"

Wall Legend

W-1 3 5/8" 18 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES

W-2 6" 20 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES

WALL TYPE SCHEDULE

# Date Comment

DN

1 2 3 4 5 6 7 8 9 10 11 12

A

B

C

D

A-106

4

725 SF

Penthouse

301

301

302

303

304

1

2

3

1

2

4

5

6 6

A-503

9Sim

A-503

9Sim

A-502

6Sim

A-503

3Sim

A-503

5Sim

A-503

9Sim

A-503

9Sim

A-503

5Sim

A-503

3Sim

A-503

3Sim

A-503

7Sim

A-503

7Sim

A-503

4Sim

A-503

4Sim

W-1

W-1W-1

A-104

2Sim

TAPERED INSULATION SLOPE1/4" / FOOT, TYP.

TAPERED INSULATION SLOPE1/4" / FOOT, TYP.

TAPERED INSULATION SLOPE1/4" / FOOT, TYP.

TAPERED INSULATION SLOPE1/4" / FOOT, TYP.

HIP

HIP

RIDGE RIDGE RIDGE RIDGE

HIP

HIP

EXISTING WALL TO REMAIN

METAL STUD WALL w/ R-11ROCKWOOL SOUND INSULATION

6 7

B

C

2

A-302

1

A-301

A-503

6Sim

A-503

3Sim

A-503

3Sim

A-503

3Sim

A-503

3Sim

7

6

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A

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GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

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ROOF PLAN

A-104

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A 9

2408

3/32" = 1'-0"1

Level 3 Roof Plan

Keynote LegendKey No. Keynote Text

1 ROOF MOUNTED AC EQUIPMENT - SEE MECHANICAL DRAWINGS

2 EXISTING METAL SCREEN WALL TO BE HIGH PRESSURE WASHED -PROVIDE NEW PAINTED FINISH

3 EXISTING EXTERIOR WALL TO REMAIN

4 METAL STUD WALL w/ 5/8" TYPE-X GYP BOARD INTERIOR & 7/8"CEMENT PLASTER EXTERIOR SIDE

5 EDGE OF ROOF

6 SINGLE-PLY MEMBRANE ROOFING TO REPLACE EXISTING

7 SINGLE-PLY MEMBRANE ROOFING AT NEW / LOW ROOF AREA

3/32" = 1'-0"

Wall Legend

W-1 3 5/8" 18 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES

W-2 6" 20 GAUGE WITH 5/8" TYPE-X GYP BOARD BOTH SIDES

WALL TYPE SCHEDULE

3/32" = 1'-0"2

Level 5 Penthouse Roof Plan

# Date Comment

Door Schedule - RoofMark Comments Width Height Thickness Hardware Type Fire Rating Frame Type Finish Door Remarks

301 Existing 6' - 0" 7' - 0" 1 3/4" Group 2 Hollow Metal Painted

302 Existing 5' - 0" 7' - 0" 1 3/4" Group 3 Hollow Metal Painted

303 Existing 5' - 0" 7' - 0" 1 3/4" Group 3 Hollow Metal Painted

304 Existing 5' - 0" 7' - 0" 1 3/4" Group 3 Hollow Metal Painted

Level 1 1st FloorPlan

0"

Level 2 2nd FloorPlan

14' - 0"

123456789101112

Level 3 Roof Plan28' - 0"

Level 4 Screen40' - 6"

Level 5 PenthouseRoof Plan

42' - 0"

1

2

3

4

5

6

3

4

5

Level 1 1st FloorPlan

0"

Level 2 2nd FloorPlan

14' - 0"

1 2 3 4 5 6 7 8 9 10 11 12

Level 3 Roof Plan28' - 0"

Level 4 Screen40' - 6"

Level 5 PenthouseRoof Plan

42' - 0"

1

6

3

5

4

5

4

6

3

7

Level 1 1st FloorPlan

0"

Level 2 2nd FloorPlan

14' - 0"

A B C D

Level 3 Roof Plan28' - 0"

Level 4 Screen40' - 6"

Level 5 PenthouseRoof Plan

42' - 0"

1

A-3011

2

8

2

8

6

3

5

4

2

4

5

3

Level 1 1st FloorPlan

0"

Level 2 2nd FloorPlan

14' - 0"

ABCD

Level 3 Roof Plan28' - 0"

Level 4 Screen40' - 6"

Level 5 PenthouseRoof Plan

42' - 0"

1

A-301

1

6

3

4

6

3

4

5

DE A R

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LC

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C H

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LCF AO R

IN

A

I FOE

GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

013 M

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ELEVATIONS

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A 9

2408

3/32" = 1'-0"1

North Elevation

3/32" = 1'-0"2

South Elevation

3/32" = 1'-0"3

West Elevation

3/32" = 1'-0"4

East Elevation

Keynote LegendKey No. Keynote Text

1 EXISTING METAL SCREEN WALL TO BE HIGH PRESSURE WASHED -PROVIDE NEW PAINTED FINISH

2 CONCRETE SHADE PANEL TO MATCH EXISTING

3 EXISTING ALUMINUM STOREFRONT CURTAIN WALL TO REMAIN -REPLACE AND REPAIR FRAME & GLAZING AS NEEDED TO "LIKE NEW"CONDITION

4 EXISTING CONCRETE COLUMN

5 DIAGONAL HATCHING INDICATES NEW SOLID INSULATED METALPANELS IN NEW ALUMINUM STOREFRONT WALL SYSTEM

6 EXISTING CONCRETE SHADE PANEL TO REMAIN

7 REMOVE & REPLACE ALL EXISTING STOREFRONT WALL SYSTEM -PROVIDE CLEAR GLASS U.N.O.

8 ALUMINUM STOREFRONT WALL SYSTEM

# Date Comment

NOTE:COVER BOARD AND ROOFING INSULATIONSHALL BE INSTALLED WITH STAGGEREDJOINTS FROM PREVIOUS LAYER, 12" MIN.EACH DIRECTION.

1/2" PRE-PRIME GYPSUM COVER

2.6" INSULATION PER

(E) CONCRETE ROOF DECK

SPECIFICATION, FASTENED

2.6" INSULATION PERSPECIFICATION, ADHERED

BOARD, ADHERED

60-MIL FIBERGLASS REINFORCEDPVC ROOF MEMBRANE, ADHERED

NOTE: USE TAPERED ROOF INSULATION (EDGE STRIPS) TOCREATE DRAIN SUMP. IF TOTAL INSULATION THICKNESS ISLESS THAN OR EQUAL TO 1 1/2 IN., TAPER 12 IN. FROMTHE DRAIN CENTER. IF TOTAL INSULATION THICKNESS ISGREATER THAN 1 1/2 IN., TAPER 18 IN. FROM DRAIN CENTER.

A SMOOTH TRANSITION AS REQ.

FTR FASTENER(S) &STRESS PLATE(S) 12"O.C. AROUND SUMP AREA

INSIDE OF CLAMPING RING

DRAIN ASSEMBLYWITH CLAMPING RING(BY OTHERS)

FTR #101 SEALANT

FTR NON-REINFORCEDMEMBRANE FLASHING

TAPERED INSULATIONATTACHED @ MINIMUMOF 2 FASTENERS PER BOARD

HOT AIR WELD

FTR MEMBRANE

FIELD TAPER SUMP TO PROVIDE

(E) CONCRETE STRUCTUREAND ROOF DECK

MULTI-PURPOSE TAPE

CONTINUOUS METAL HOOK STRIPMIN. 22 GAUGE. FASTEN USINGGALVANIZED ANNULAR RING NAILS

PVC CLAD METAL FLASHING FASTENED 1-INCHBACK FROM EDGE AT 4 IN O.C. STAGGEREDUSING APPROVED ATTACHMENT SCREWS

PVC MEMBRANE FLASHINGSTRIP, HOT-AIR WELDED

PRE-PRIMED GYPSUMCOVER BOARD, ADHERED

1/2"

2.6"

2.6"

TWO-LAYERS 2.6" ROOFINSULATION, BOTTOM LAYER FASTENED,TOP LAYER ADHERED AS SPECIFIED

WOOD NAILER TO MATCH COVERBOARD AND INSULATIONTHICKNESS (5.7")

3/4"

6"1 1/2"

8 3/4"

50'

28"

24"

48"

6"

6" 6" X 6" FTR MEMBRANE WELDED TO BACK OF PROTECTION PAD, ANDTO FTR FIELD MEMBRANE

(Typical 4 Corners)

HOT AIR WELD (Typical)

30"

GRAY PROTECTION PAD2 FT. X 4 FT. X 1/4 IN. PVC

OSHA YELLOW W/ DIAMOND

TUFF TRAC PROTECTION PAD28 IN. X 50 FT. X 90-MIL

KEE WALK WAY PAD30 IN. X 50 FT. X 5/32 IN

MELLOW YELLOW W/ DEEPHERRING BONE TREAD PATTERN

PLATE TREAD PATTERN

HOT AIR WELD (Typical)

NON-LIFTABLE

AS REQUIREDEPDM WASHERED FASTENER

RING SHANK NAILGALVANIZED ANNULAR

AT 3" O.C.

WITH APPROVED FASTENERS

FTR ALUMINUM TERMINATION/RESTRAINT BAR FASTENED

MEMBRANEWOOD CURB CONSTRUCTION

INSULATION ATTACHED PERSPECIFICATION REQUIREMENTS

FTR OR FTR-FB

HOT AIR WELD

ROOF TOP UNITOR SKYLIGHT

8" MIN.

FTR MEMBRANE FLASHING

OR #190 ADHESIVEADHERED IN FTR #201

AT 8" O.C. MAX.

PREMOLDED CORNER

FTR FLASHING (FULLY ADHERED)

EPDM WASHERED FASTENERS AT 12" O.C.METAL COUNTERFLASHING, FASTEN W/

MECHANICAL UNITFTR #101 SEALANTBEHIND TOP OF FLASHING

FTR ALUMINUM TERM. / RESTRAINT BARATTACHED W/ APPROVED FASTENERSAT 8" O.C.

HOT AIR WELD

FTR or FTR-FB MEMBRANE

INSULATION ATTACHED orADHERED PER SPECIFICATION

FTR #101 SEALANT (TOOLED)

FTR ALUMINUM TERMINATION BAR,FASTEN WITH APPROVED FASTENER

PRECUT OR SAW-CUT REGLET

FTR #101 SEALANT (TOOLED)

METAL COUNTER FLASHING

FTR FLASHING

FTR #201 OR #190 ADHESIVE

(E) CONCRETE

7/8" EXTERIOR PLASTER

METAL STUDS AT 16" O.C.

EXISTING METAL COUNTER FLASHING

EPDM WASHERED FASTENER AT 12" O.C.

METAL COUNTER FLASHING

FTR #201 OR #190 ADHESIVE

FTR MEMBRANE FLASHING

FTR #101 SEALANT (TOOLED)

EPDM WASHERED FASTENER AT 12" O.C.

AT 8" O.C.

FTR ALUMINUM TERMINATION BAR,FASTEN WITH APPROVED FASTENER

FTR MEMBRANE FLASHING

FTR #201 OR #190 ADHESIVE

METAL COUNTER FLASHING

FTR #101 SEALANT (TOOLED)

7/8" EXTERIOR PLASTER

METAL STUDS AT 16" O.C.

(FULLY ADHERED)FTR FLASHING

BEVELED WOOD BLOCKINGCOMPLETELY COVERED WITHFTR FLASHING

CLEAN AND PRIMED SURFACE

STEEL I-BEAM

8" MINIMUM

HEAT WELD FLASHING TO BLOCKCOVERING MEMBRANE

HOT AIR WELDPREMOLDED CORNER,

STAINLESS STEELWORM GEAR CLAMP

FTR #101 SEALANT TO

6" WIDE FB-BASE (BRITE BASE)STRIP CENTERED AT INSIDE CORNER

FTB w/KYNAR MEMBRANE

HOT AIR WELD LAPS

FTB w/KYNAR MEMBRANE

HOT AIR WELD LAPS

PRE-MOLDED INSIDE CORNER

6" WIDE FB-BASE (BRITE BASE)STRIP CENTERED OVER INSIDECORNER AND HEAT WELDED

PLAN VIEW

PLAN VIEW PRE-MOLDED OUTSIDE CORNER

6" WIDE FB-BASE (BRITE BASE)STRIP CENTERED OVER INSIDECORNER AND HEAT WELDED

6" WIDE FB-BASE(BRITE BASE) STRIPCENTERED AT OUTSIDECORNER

FTR #490 ADHESIVE OR APPROVED

FTR #490 ADHESIVE OR APPROVED

8" MIN.

HOT AIR WELD

FTR #490 ADHESIVE OR APPROVEDADHERE FLASHING TO PIPE WITH

FTR #101 SEALANT

WORM GEAR CLAMPSTAINLESS STEEL

PIPE PENETRATION

SPECIFICATION REQUIREMENTSINSULATION ATTACHED PER

FTR #490 ADHESIVE

FTB w/KYNAR MEMBRANE

FIELD WRAP PENETRATION WITHFB-BASE (BRITE BASE) FLASHING

OR APPROVED

NOTES:

1. USE FTB TOUCH-UP PROCESS ON THE FB-BASE (BRITE BASE) FLASHING TO MATCH KYNAR MEMBRANE COLOR.

2. CAREFULLY MASK THE AREA WITH FIBERTITE-SCOTH BLUE TAPE LEAVING A 2" WIDE AREA WHERE KYNAR

FINISH NEEDS TO BE REMOVED FOR A WELDABLE SURFACE. APPLY "MEK" SOLVENT TO REMOVE THE KYNAR

FINISH FROM THE MEMBRANE, CLEAN ANY CONTAMINATES FROM THE MEMBRANE PRIOR TO WELDING.

FB-BASE (BRITE BASE)TARGET FLASHING

KYNAR REMOVAL, SEE NOTE #2

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GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

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ROOF DETAILS

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12" = 1'-0"1

Roof Cross Section

12" = 1'-0"2

Roof Drain Flashing

12" = 1'-0"3

Roof Edge Flashing

12" = 1'-0"4

Roof Walking Pad

12" = 1'-0"5

Roof Curb Flashing

12" = 1'-0"6

Roof Wall Flashing Base

12" = 1'-0"7

Roof Wall Flashing

12" = 1'-0"9

Roof I-Beam Flashing

12" = 1'-0"10

Roof Wall Flashing Corner

12" = 1'-0"11

Roof Pipe Flashing

# Date Comment

GLAZING

STOREFRONTFRAME

STOREFRONT DOOR

STOREFRONT DOOR

STOREFRONT FRAME

GLAZING

10"

1/4

"

1/4

"1

/4"

EXPANSION JOINT

EXTERIOR CONCRETESLAB. SLOPE MAX.2% AWAY FROMBUILDING

THRESHOLD SET IN MASTIC

STOREFRONT DOOR

(E) CONCRETE SLAB

STOREFRONT FRAME

SHIM

SEALANT AND BACKER

ROD EACH SIDE

(E) CONCRETE

SEALANT AND BACKERROD EACH SIDE

SHIM

STOREFRONT FRAME

(E) CONCRETE

GLAZING

GLAZING

STOREFRONT FRAME

Level 1 1st FloorPlan

0"

B C1

A-301A-601

3Sim

A-601

9Sim

A-601

7Sim

A-601

4Sim

A-601

5Sim

A-601

3Sim

A-601

4Sim

A-601

5Sim

A-601

9Sim

1 1

2

3' - 7 1/4" 3' - 3" 3' - 3" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 3' - 3" 3' - 3" 3' - 2 1/4"

39' - 9 1/2"

2' -

1 1

/4"

6' -

0"

4' -

4 3

/4"

12' -

6"

8' -

1 1

/4"

TEMP TEMP

TEMP TEMP

TEMP TEMP

TEMP TEMP

Level 1 1st FloorPlan

0"

5 6A-601

3Sim

A-601

7Sim

A-601

9Sim

A-601

9Sim

A-601

5Sim

A-601

9Sim

A-601

9Sim

1

1

21' - 10 1/2"6' - 3"1' - 10 1/2"

10' - 0"

4' -

4 3

/4"

6' -

0"

2' -

1 1

/4"

12' -

6"

TEMP TEMP

TEMP TEMP

Level 2 2nd FloorPlan

14' - 0"

BC1

A-301A-601

7Sim

A-601

9Sim

A-601

9Sim

A-601

9Sim

2

1

1

2

4' - 9 1/2" EQ EQ EQ EQ EQ EQ 5' - 1 1/4"

6' -

0"

4' -

4 3

/4"

39' - 10 3/4"

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GARY

W. MILLER

No. C14635

REN. 9-30-15

1177 Idaho Street, Suite 200Redlands, CA 92374Phone: 909-335-7400

Fax: [email protected]

owner approval

revisions/addenda

project information

sheet name

sheet number

initials date phase

Project Number:

Drawn By:

Checked By:

Issue Date:

Sheet Of Sheets

GWM

© 2

013 M

iller

Arc

hitectu

ral C

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03/30/2015

DOOR WINDOWROOM FINISHSCHEDULES

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A 9

2408

1/4" = 1'-0"1

Window 1A 1/4" = 1'-0"

2Window 1B

1/4" = 1'-0"6

Window 2A

Keynote LegendKey No. Keynote Text

1 SHADED AREA INDICATES NEW SOLID INSULATED METAL PANEL IN NEW ALUMINUMSTOREFRONT WALL SYSTEM

2 NEW ALUMINUM STOREFRONT WINDOW WALL SYSTEM WITH CLEAR GLASS

# Date Comment

3" = 1'-0"3

Storefront Door Head

3" = 1'-0"4

Storefront Door Jamb

3" = 1'-0"5

Storefront Door Sill

3" = 1'-0"7

Storefront Head at Concrete

3" = 1'-0"8

Storefront Jamb at Concrcete

3" = 1'-0"9

Storefront Mullion