ivda dfas building no.2, roofing, window … · 015 lobby - phase 2_adendum-1.rvt 1300076.ra author...
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DE A R
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LC
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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
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Arc
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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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TITLE SHEET
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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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S
LC
I
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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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Arc
hitectu
ral C
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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
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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
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
2ND FLOORFLOOR PLAN
A-103
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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
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
JE
CT
S\2
016 P
roje
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\IV
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Roof &
Gla
zin
g 1
600076.R
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raw
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ocum
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\DF
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2 R
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Phase 2
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dendum
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1300076.RA
Author
03/30/2015
ROOF PLAN
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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
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
Z:\P
RO
JE
CT
S\2
016 P
roje
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\IV
DA
Roof &
Gla
zin
g 1
600076.R
A\D
raw
ings\C
onstr
uction D
ocum
ents
\DF
AS
2 R
evit 2
015 L
obby -
Phase 2
_A
dendum
-1.r
vt
1300076.RA
Author
03/30/2015
ELEVATIONS
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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
N O
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LC
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C H
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LCF AO R
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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
© 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"
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
Z:\P
RO
JE
CT
S\2
016 P
roje
cts
\IV
DA
Roof &
Gla
zin
g 1
600076.R
A\D
raw
ings\C
onstr
uction D
ocum
ents
\DF
AS
2 R
evit 2
015 L
obby -
Phase 2
_A
dendum
-1.r
vt
1300076.RA
Author
03/30/2015
DOOR WINDOWROOM FINISHSCHEDULES
A-601
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EC
HA
NIC
AL S
CR
EE
N P
AIN
TIN
G, E
DA
GR
AN
T N
O. 07-4
9-0
6572
INLA
ND
VA
LLE
Y D
EV
ELO
PM
EN
T A
GE
NC
Y
1111 M
ILL S
TR
EE
TS
AN
BE
RN
AR
DIN
O, C
A 9
2408
1601 E
AS
T T
HIR
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T, S
UIT
E 1
00
SA
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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