This document is a floor plan for a hotel showing room layouts and dimensions. On the first floor it includes a main lobby, breakfast area, pool room, fitness center, meeting rooms, guest laundry, and 30 guest rooms of various configurations including king studios, king rooms, double queen rooms, and accessible rooms. Stairwells, elevators, and mechanical rooms are also indicated. The second floor plan shows similar guest room layouts along with linen storage and an elevator shaft. Dimensions and notes provide additional information about construction materials and accessibility features.

1. UP
UP
DN
1 2 3 4 5 6 7 8
8.5
9 10
10.5
11 12 13 14 15 16 17 18 19 20
E
B
A
F
G
H
KING STUDIO
100
KING STUDIO
102
KING STUDIO
101
KING STUDIO
103
KING SOFA
104
SPRINKLER
ROOM
034
DOUBLE
QUEEN
106
MANAGER
042
WORK AREA
041
COMPUTER/
PBX
039
EMPLOYEE
BREAK ROOM
031
MECH.
033
LINEN STORE
030
DRYER
029
LAUNDRY
027
ELEV. EQUIP.
RM.
026
BUS CENTER
040 STOR.
023
KING STUDIO
130
KING STUDIO
128
ACCESSIBLE
KING STUDIO
129
KING STUDIO
131
ELECTRICAL
ROOM
012
POOL ROOM
013
FITNESS
CENTER
010
1
A-302
1
A-301
2
A-303
3
A-303
4
A-303
VESTIBULE
001
MECH
004a
SUITE SHOP
005
MECH.
022a
POOL VEST.
014
VENDING
019
MTG. RM
STOR.
018
CLOSET
021
MEETING
ROOM
020
BREAKFAST
AREA
006
PANTRY
007
FOOD PREP.
008
FOOD PREP.
STORE
009MECH.
009a
POOL EQUIP.
ROOM
013a
MEN
016
WOMEN
017
STORE
ROOM
036
GUEST
LAUNDRY
037
MAIN LOBBY
002
55'-5 1/2" 14'-5" 176'-0" 23'-0 1/2" 32'-5"
3'-0"3'-10"21'-0"6'-6"21'-0"3'-10"3'-0"14'-2"38'-3"
48'-6"59'-3"
10'-3 1/4" 23'-0 1/2" 23'-0 1/2" 14'-9" 12'-9" 12'-9" 12'-9" 13'-0 1/2" 17'-0 1/2" 12'-9" 12'-9" 12'-9" 14'-9" 14'-9" 14'-9" 23'-0 1/2" 23'-0 1/2" 23'-0 1/2" 10'-3 1/4"
301'-4"
55'-5 1/2" 52'-2 1/2" 11'-5" 2'-5" 18'-10" 2'-5" 11'-5" 39'-2" 29'-6" 78'-6"
21'-9" 23'-1" 10'-7 1/2"
21'-9" 23'-1" 33'-8" 23'-1" 21'-9"
10'-8" 21'-9"
FACEOFFND.WALL
FACEOFFND.WALL
39'-10" 42'-6" 93'-8"
4 1/4"
7'-6"33'-6"7'-6"
1a
1a
1'-7"
1'-7"
6'-10"
1b 1b
1a
1b
1b 1b
1b
1b
1b
1b
1b 1b1b
1b
1b 1b
1a
1a
1a1b1b
1b
1b
4a
1b
1b
1b
2c 2c
2b
2c
2b
2b
2g
2c
2b
3a
2b
3c
3a
2c
3a
2f
2c
2b
1'-7"
1'-7"
3'-10"
3a
3a
3a
3a 3e
3a
3a
3d
2f
2c 2b
3'-0"
1'-7"
1'-7"
3'-0"
3'-10"
1'-7"
1'-7"
1'-7"
1'-7"
2'-0"
7'-7"
1'-7"
3'-0"
3'-10"
001
004B
030
031
032033
034 027
022A
020B
021
020A
019
018
016
017
014
013A
009A
008
010
012
025
011A
011B
012A
022
037
038B
042
039
040
023
007B
015A
026
002
004A
10'-7 1/2"
7'-6"33'-6"7'-6"
STAIR # 1
038
EMPLOYEE
TOILET
032
FRONT
DESK
003
BACK OFFICE
004
CORRIDOR
015a
CORRIDOR
015
48'-6"
ELEV. LOBBY
022
CART STAND
028
STAIR # 2
011
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACE OF FND. WALL
FACE OF FND. WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACEOFFND.WALL
FACE OF FND. WALL
FACE OF FND. WALL
C
D
J
K
2
A-302
CORRIDOR
044
A-401
1
A-701
1
3 D
914
8
4 6
16
7
9
029
038A
041
A A
A
A
A A A A
A A A B B
A
A A A A A
AA
AA
AAAAA
32'-0"5'-6 3/4" 5'-3 1/4"
2b
3e
3e
3b
3b
3e
3e
036
044 6'-0"x6'-0"
FLOOR MAT
034A
3a
3b
18
SALES
043
015B
2c
3b
3b
11
3b
17
4c
3b
3b
3b
3c
2b
2b
6'-0"x4'-0"
RECESSED
FLOOR MAT.
5
F.W.
F.W.
F.W.
C.L.
C.L.
F.W.
F.W.
F.W.
C.L.
2c
2g
3g
6'-0"x4'-0"
RECESSED
FLOOR
MAT.
009B
18
4c
3e
043
17
6'-0"x4'-0"
RECESSED
FLOOR
MAT.
3b
A-602
19
3g
3g 3g
A-701
1
A-402
1
A-702
1
2
A-702
A-703
3
A-502
2
A-503
4
A-503
5
2c
2g
4c
3g 3g
4a
2c
3d
A-503
4
A-503
5
4d
4e
4d4d
14
A-304
A-502
6
A-502
9
A-503
2
A-502
1019
4f
19
19
19
013
19
9
4c
4c
9
3c
ELEV. SHAFT
024
PL-101
1
4c 4c
3e
3c
3c
3c
3c
018A
3c
3e
MECH.
018A
FLOOR PLAN KEY NOTES
NOT USED
SEE ROOM FINISH SCHEDULE FOR VENDING ROOM GYPSUM WALLBOARD REQUIREMENT
REFER TO SHEET A-703 FOR SHAFT CONSTRUCTION. TYPICAL ALL SHAFT LOCATIONS, ALL FLOORS
COORDINATE PIPING AND PATHWAYS FROM POOL EQUIPMENT ROOM #013a TO POOL ROOM #013
THICKENED RAISED SLAB WITH DRAINAGE TRENCH FOR WASHING MACHINE REFER TO STRUCTURAL AND
MEP DRAWINGS
PROVIDE 5/8" MOISTURE RESISTAN GYPSUM WALLBOARD FOR ALL WALLS SOFFIT AND CEILING IN
POOL ROOM #013. PROVIDE VAPOR BARRIER ON POOL AREA SIDE OF ALL SURROUNDING WALLS AND
CEILING. STEEL FRAMING SURROUNDING POOL AREA SHALL HAVE 9 MIL GALV. PROTECTIVE COATING.
FURR OUT WALL WITH 6" METAL STUD @ 16" O.C. AND 5/8" MOISTURE RESISTANCE GYPSUM WALLBOARD
WITH POLYVINYL BARRIER AND 5 1/2" THERMAL BATTS IN GUEST LAUNDRY ( RM. #037 )
SEE ROOM FINISH SCHEDULE FOR PREP ROOM GYPSUM WALL BOARD REQUIREMENT
PROVIDE "ABC" TYPE FIRE EXTINGUISHER RECESSED CABINET (F.E.C) COORDINATE LOCATION WITH FIRE
MARSHAL TYPICAL
SEE ROOM FINISH SCHEDULE FOR LAUNDRY ROOM GYPSUM WALL BOARD REQUIREMENT
SEE CHAIR RAIL NOTE ON MILLWORK ELEVATION 8/A-416 & 9/A-416
RATED SHAFT WALL 2-4 FLOORS 2 HR RATED FLOOR PROTECTION @ 2ND FLOOR
PROVIDE FIRE DAMPER AT FOURTH FLOOR PENETRATION. COORDINATE WITH MECHANICAL DRAWINGS
PENETRATION THROUGH FLOOR PLANK FOR MECHANICAL EQUIPMENT COORDINATE WITH MEP &
STRUCTURAL DRAWINGS
NOT USED
THICKENED SLAB FOR WATER HEATERS. REFER TO STRCUTURAL & MEP DRAWINGS.
PASS-THRU OPENING AND 8" COUNTERTOP MATCHING FRONT DESK FINISH (GUEST SIDE)
RECESSED FLOOR MAT- VERIFY DEPT W/MAT MANUF. COORDINATE W/CONCRETE CONTRACTOR
FOR SLAB RECESS
CARD READER AND/OR AFTERHOURS INTERCOM MOUNTED 42" A.F.F.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEVICES AT ROOMS FOR HEARING/ VISUALLY IMPAIRED:
1. DOOR KNOCKER (DOORBELL)
2. STROBE LIGHT (CONNECTED TO DOORBELL)
3. HORN (CONNECTED TO DOORBELL)
4. FIRE ALARM STROBE LIGHT (AT BATHROOM AND GUESTROOM AREA)
5. ALARM CLOCK WITH VIBRATOR
6. PHONE LIGHT BUNKER
7. DOOR KNOB SIGN (H.C.)
8. TTY (TELEPHONE TYPEWRITER DEVICE) DISTRIBUTED AT LOBBY/ FRONT DESK
9. AUDIO/ VISUAL SMOKE DETECTOR.
ADA ACCESSIBLE GUESTROOM/ BATHROOM
GUESTROOM EQUIPPED WITH DEVICES FOR HEARING/ VISUALLY IMPAIRED
ADA GUESTROOM LEGEND
SHEET NUMBER:
SHEETTITLE:
N
REVISIONS
NO.DESCRIPTIONDATEBY
A-101
FIRSTFLOORPLAN
3/32" = 1'-0"A-101
1 FIRST FLOOR PLAN

2. DN
UP
DN
1 2 3 4 5 6 7 8
8.5
9 10
10.5
11 12 13 14 15 16 17 18 19 20
E
B
A
F
G
H
DOUBLE
QUEEN
207
1
A-302
1
A-301
1
A-303
2
A-303
3
A-303
4
A-303
MAINT. RM.
236
KING STUDIO
203
KING STUDIO
200
KING STUDIO
202
KING
205
KING SOFA
204
DOUBLE
QUEEN
206
DOUBLE
QUEEN
208
DOUBLE
QUEEN
210
DOUBLE
QUEEN
212
21'-0"6'-6"21'-0"21'-0"38'-3"
48'-6"59'-3"
10'-3 1/4" 23'-0 1/2" 23'-0 1/2" 14'-9" 12'-9" 12'-9" 12'-9" 13'-0 1/2" 17'-0 1/2" 12'-9" 12'-9" 12'-9" 14'-9" 14'-9" 14'-9" 23'-0 1/2" 23'-0 1/2" 23'-0 1/2" 10'-3 1/4"
301'-4"
ACCESS.
DOUBLEQUEEN
214
DOUBLE
QUEEN
209
DOUBLE
QUEEN
211
DOUBLE
QUEEN
213
VENDING
293
LINEN CHUTE
ROOM
295
ELEV. LOBBY
291
DOUBLE
QUEEN
217
DOUBLE
QUEEN
219
DOUBLE
QUEEN
221
ACCESS. KING
223
KING
225
KING
227
KING STUDIO
229
KING STUDIO
231
KING STUDIO
233
LINEN
STORAGE
234
KING STUDIO
228
KING STUDIO
230
KING STUDIO
232
KING
224
KING
226
KING SOFA
222
236
291
293
295
TO FACE OF FOUNDATION
C
D
J
K
CORRIDOR
207
STAIR # 1
237
STAIR # 2
235
OPEN TO
BELOW
238
2
A-302
A-701
2
237 235
19
C
D
42'-10"
A-701
2
2
A-702
4
A-304
C
13 131419 19 19 19
1919
19
19
19 19 19
19
191919191919
1919
1919191919191919
19
19 19 19
1919 1919
1919
D9
2
A-703
3
9
14
A-304
A-602
35
A-502
7
A-502
8
A-503
3
1'-10"
A-502
11
KING STUDIO
201
ELEV.
SHAFT
296
4b 4b
ZONE A
ZONE A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
E
F
G
H
1
A-302
1
A-301 1
A-303
2
A-303
3
A-303
4
A-303
21'-0"6'-6"21'-0"
10'-3 1/4" 23'-0 1/2" 23'-0 1/2" 14'-9" 12'-9" 12'-9" 12'-9" 13'-0 1/2" 17'-0 1/2" 12'-9" 12'-9" 12'-9" 14'-9" 14'-9" 14'-9" 23'-0 1/2" 23'-0 1/2" 23'-0 1/2" 10'-3 1/4"
301'-4"
KING STUDIO
300
KING STUDIO
301
KING STUDIO
302
KING STUDIO
303
KING SOFA
304
KING
305
DOUBLE
QUEEN
306
DOUBLE
QUEEN
307
DOUBLE
QUEEN
308
DOUBLE
QUEEN
309
DOUBLE
QUEEN
310
DOUBLE
QUEEN
311
DOUBLE
QUEEN
312
DOUBLE
QUEEN
313
ACCESS. DBL.
QUEEN
314
LINEN CHUTE
ROOM
395
VEND.
393
ELEV.
LOBBY
391
DOUBLE
QUEEN
317
DOUBLE
QUEEN
319
DOUBLE
QUEEN
316
DOUBLE
QUEEN
318
DOUBLE
QUEEN
320
DOUBLE
QUEEN
321
KING SOFA
322
ACCESS KING
323
KING
324
KING
325
KING
326
KING
327
KING STUDIO
328
KING STUDIO
329
KING STUDIO
330
KING STUDIO
331
KING STUDIO
332
KING STUDIO
333
LINEN
STORAGE
392
LINEN
STORAGE
394
48'-6"
394
337
391
393
395
392
335
TO FACE OF FOUNDATION
C
D
J
K
2
A-302
CORRIDOR
397
STAIR # 2
235
STAIR # 1
237
A-701
3
A-701
3
2
A-702
A-502
3
D9
2
A-502
5
9D
19 19
19 19 19
1919191919 19 19 19 19
1919
191919
19 19 19
191919
1919
1919
1919191919191919
19
1919 1919
CC
A-602
35
A-502
7
A-502
8
A-503
1A-502
11
ELEV.
SHAFT
398
ZONE A ZONE A
SHEET NUMBER:
SHEETTITLE:
N
REVISIONS
NO.DESCRIPTIONDATEBY
A-102
SECOND&TYPICAL
FLOORPLANS
3/32" = 1'-0"A-102
1 SECOND FLOOR PLAN
3/32" = 1'-0"A-102
2 TYPICAL FLOOR PLAN

3. 1
A-302
1
A-301
1
A-303
3
A-303
SLOPE
1/4 IN 12
SLOPE
1/4IN12
SLOPE
1/4IN12
SLOPE
1/4IN12
SLOPE
1/4IN12
SLOPE
1/4 IN 12
2
A-302
WALKWAY PAD
PARAPET 4
PARAPET 3 PARAPET 3
PARAPET 1
PARAPET 2
PARAPET 1
PARAPET 2
PARAPET 1
PARAPET 2
PARAPET 1
PARAPET 2
PARAPET 1
PARAPET 2PARAPET 2
PARAPET 1
PARAPET 1
PARAPET 2
PARAPET 1
SLOPE
1/4 IN 12
ELEVATOR
PENTHOUSE
GUTTER AND
DOWNSPOUT
2
A-702
14
A-304
4
A-304
3
A-305
3
A-305
5
A-305
3
A-305 5
A-103
3
A-305
5
A-103
3
A-305
5
A-305
5
A-305
3
A-305
5
A-3053
A-305
6
A-3056
A-305
6
A-305
COVER STRIP
MASTIC BED
PREFINISHED
METAL COPING
EPDM MEMBRANE
SECURED
W/FASTENER @ 6" O.C.
EXTEND EPDM TO
JOINT
GALVANIZED CLEAT
CONT. SEALANT
EPDM MEMBRANE FLASHING
SURE-SEAL BONDING ADHESIVE
FASTENER & SEAM
FASTENING PLATE,
MAX. 6" O.C.
MIN. 3" WIDE SecurTAPE
IN CONJUNCTION WITH
EPDM PRIMER
B
PRESSURE-
SENSITIVE
ELASTOFORM
FLASHING
LAP SEALANT
APPLIED
ALONG
LEADING EDGE
OF SPLICE
A = 1/8" TO 1/2" B = 3"
SLOPE
PREFINISHED
METAL COPING
GALVANIZED
CLEAT
CONT. SEALANT
E.I.F.S. BAND
EXTEND EPDM MEMBRANE
OVER PARAPET
BONDING ADHESIVE
CONT. SEALANT
SEAM FASTENING PLATE
FASTENER @ 6" O.C.
6" PRESSURE
SENSITIVE RUSS
METAL FLASHING
BONDING ADHESIVE
CONT. SEALANT
SEAM FASTENING PLATE
FASTENER @ 6" O.C
6" PRESSURE
SENSITIVE RUSS
METAL FLASHING
BONDING ADHESIVE
CONT. SEALANT
SEAM FASTENING PLATE
FASTENER @ 6" O.C
6" PRESSURE
SENSITIVE RUSS
ADHESIVE TAPE
30" X 30" SURE-SEAL
EPDM PRESSURE
SENSITIVE WALKWAY PAD
SLOPE
RIGIED INSULATION
TO SLOP
COVER STRIP SLOPE
DRAIN
MASTIC BED
PREFINISHED METAL
COPING
EPDM MEMBRANE
SECURED
W/ FASTNER @6"
O.C. EXTEND EPDM
TO JOIN
GALVANIZED CLEAT
CONT. SEALANT
DRAIN
EXTEND MEMBRANE
TO CORNERS TO
PROVIDE COMPLETE
COVERAGE OF THE
TOP WALL SURFACE.
GALVANIZED CLEAT
CONT. SEALANT
PREFINISHED
METAL COPING
EPDM MEMBRANE
SECURED
W/ FASTENER
@ 6" O.C.
EXTEND EPDM
TO JOINT
CONT. SEALANT
GALVANIZED CLEAT
EPDM MEMBRANE
SECURED
W/FASTENER @ 6" O.C.
EPDM NOTES:
1. CONTRACTOR SHALL VERIFY ALL DETAILS WITH THE EPDM
MANUFACTURER IN ORDER TO OBTAIN 25-YEAR WARRANTY TO
FULLEST EXTENT. IN CASE OF CONFLICT BETWEEN GENERIC
DETAIL AND MANUFACTURER'S DETAIL, MANUFACTURER'S
STANDARD
DETAILS SHALL PREVAIL OVER GENERIC DETAILS INDICATED ON
PLANS.
2. CARLISLE FASTENERS AND SEAM FASTENING PLATES SHALL NOT
EXCEED 6" ON CENTER FOR ADHERED MEMBRANE ASSEMBLIES
3. ALL VERTICAL SPLICES AT THE BASE OF A WALL AND SPLICE
INTERSECTIONS MUST BE OVERLAID WITH TWO LAYERS OF
PRESSURE-SENSITIVE ELASTOFORM FLASHING. THE BOTTOM
LAYER SHALL BE 6" (152mm) WIDE COVERED WITH A 12" (305mm) WIDE
PRESSURE-SENSITIVE ELASTOFORM FLASHING PIECE. BOTH
LAYERS SHALL BE CENTERED AND SEALED WITH CONTINUOUS LAP
SEALANT.
4. MEMBRANE SPLICES SHALL INCORPORATE 6" WIDE FIELD APPLIED
SecurTAPE
5. LAP SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED
MEMBRANE.
SHEET NUMBER:
SHEETTITLE:
N
REVISIONS
NO.DESCRIPTIONDATEBY
A-103
ROOFPLAN&
DETAILS
3/32" = 1'-0"A-103
1 ROOF PLAN
3" = 1'-0"A-103
2 PARAPET EDGE DETAIL
3" = 1'-0"A-103
6 EPDM DETAIL AT ROOF TO WALL JOINT
3" = 1'-0"A-103
3 ROOF EDGE DETAIL
3" = 1'-0"A-103
4 ROOF TO WALL JOINT DETAIL AT EIFS WALL
3" = 1'-0"A-103
5 ROOF TO WALL JOINT DETAIL AT WINDOW SILL
3" = 1'-0"A-103
7 EPDM WALKWAY DETAIL
3" = 1'-0"A-103
8 ROOF EDGE DETAIL
3" = 1'-0"A-103
9 ROOF PARAPET DETAIL

4. FASTENER @ 6" O.C.
SEAM FASTENING PLATE
EPDM ROOF MEMBRANE
6" PRESSURE
SENSITIVE RUSS
BONDING ADHESIVE
EPDM FLASHING
MEMBRANE
SEAM FASTENING PLATE
FASTENER @ 6" O.C.
BONDING ADHESIVE
ON SLOPING DECK
EPDM ROOF MEMBRANE
EPDM ON MASTIC SEALANT BED
ROOF DRAIN W/CLAMPING RING
ROOF EPDM MEMBRANE
LAP SEALANT
FASTENER W/NEOPRENE WASHER
EPDM MEMBRANE LAPPED OVER
PLUMBER
SPECIFY
DECK PLATE BY
PLUMBING
CONTR.WEDGE BOLT
GROUT CAVITIES AT OPENING
RECTANGULAR OR CIRCULAR OPENING PER PLUMBER SPEC.
1'-6"
℄
FULLY ADHERED ROOF
FELT MEMBRANE PER
SPECIFICATION P.C. ROOF DECK,
SEE
STRUCTURAL
PLANS.
RIGID INSULATION
TAPERED TO
DRAIN
LAP SEALANT
COUNTERFLASHING MEMBRANE
APPROVED FASTENER @ 8 O.C.
W/NEOPRANE WASHER OR
APPROVED CAULK
PREFABRICATED
METAL
ROOF CURB
BONDING ADHESIVE
TREATED WOOD
NAILER
GROUT ALL P.C.
PLANK
CAVITIES AT DUCT
OPENINGS
SCUPPER NOTES:
1. WOOD NAILERS ARE INSTALLED ONLY AT SCUPPERS TO SECURE METAL SLEEVE AND
MUST EXTEND PAST THE WIDTH OF METAL SLEEVE FLANGE.
2. INSTALL WALL FLASHING PRIOR TO SCUPPER INSTALLATION.
3. METAL SCUPPER BOX MUST HAVE CONTINUOUS FLANGES WITH ROUNDED
CORNERS.
SOLDER ALL SCUPPER SEAMS WATER-TIGHT.4. WATER CUT-OFF MASTIC UNDER SCUPPER FLANGE MUST BE UNDER CONSTANT
COMPRESSION.
5. SCUPPER FLANGES MUST BE TOTALLY COVERED BY PRESSURE-SENSITIVE COVER
STRIP WITH MINIMUM 2" (51mm) COVERAGE
PAST NAIL HEADS.
6. TO REMOVE FINISHING OILS, SCRUB METAL FLANGE WITH WEATHERED MEMBRANE
CLEANER; ALLOW TO DRY PRIOR TO APPLYING EPDM PRIMER.
7. APPLY EPDM PRIMER TO METAL FLANGE AND MEMBRANE SURFACE PRIOR TO
INSTALLING PRESSURE-SENSITIVE FLASHING.
MTL. LOUVER.
PAINT TO
MATCH EIFS
FINISH
WATER CUT-
OFF
MASTIC
MIN. 6" (152mm) WIDE
PRESSURE-SENSITIVE
ELASTOFORM
FLASHING
IN CONJUNCTION WITH
EPDM PRIMER
WATER CUT-OFF
MASTIC
SURE-SEAL BONDING
ADHESIVE
EPDM PRIMER
APPLIED TO
METAL FLANGE
SEALANT
J-TRACK ATTACHED
OVER SCUPPER WITH
DRYVIT AP ADHESIVE
(BY EIFS MNF.).
LIGHTLY
SAND SURFACE OF
TRACK TO MAXIMIZE
ADHESION.
SEALANT
TREATED WD.
BLOCKER
PART 1
1.01 DESCRIPTION
A. THE PROJECT CONSISTS OF INSTALLING CARLILSE SURE-SEAL 60-MIL THICK FULLY ADHERED
ROOFING SYSTEM OR APPROVED EQUAL AS OUTLINED BELOW:
APPLY THE FULLY ADHERED EPDM ROOFING SYSTEM IN CONJUNCTION WITH:
TYPE OF CONSTRUCTION ROOF DECK TYPE MATERIAL TYPE INSULATION TYPE
NEW CONSTRUCTION PRECAST CONC. MECHANICALLY ATTACHED POLYISO RIGID BOARD
DECK INSULATION
1.02 EXTENT OF WORK
A. PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, AND SUPERVISION NECESSARY TO COMPLETE
THE INSTALLATION OF A .O60 NON-REINFORCED EPDM MEMBRANE FULLY ADHERED ROOFING SYSTEM
INCLUDING FLASHINGS AND INSULATION AS SPECIFIED HEREIN AND AS INDICATED ON THE DRAWINGS
IN ACCORDANCE WITH THE MANUFACTURER'S MOST CURRENT SPECIFICATIONS AND DETAILS.
B. THE ROOFING CONTRACTOR SHALL BE FULLY KNOWLEDGEABLE OF ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS AND SHALL MAKE THEMSELVES AWARE OF ALL JOB SITE CONDITIONS
THAT WILL AFFECT THEIR WORK.
C. THE ROOFING CONTRACTOR SHALL CONFIRM ALL GIVEN INFORMATION AND ADVISE THE BUILDING
OWNER, PRIOR TO BID, OF ANY CONFLICTS THAT WILL AFFECT THEIR COST PROPOSAL.
D. ANY CONTRACTOR WHO INTENDS TO SUBMIT A BID USING A ROOFING SYSTEM OTHER THAN
THE APPROVED MANUFACTURER MUST SUBMIT FOR PRE-QUALIFICATION IN WRITING FOURTEEN
(14) DAYS PRIOR TO THE BID DATE. ANY CONTRACTOR WHO FAILS TO SUBMIT AL1
INFORMATION AS REQUESTED WILL BE SUBJECT TO REJECTION. BIDS STATING "AS PER PLANS
AND SPECS" WILL BE UNACCEPTABLE.
1.03 SUBMITTALS
A. PRIOR TO STARTING WORK, THE ROOFING CONTRACTOR MUST SUBMIT THE FOLLOWING:
SHOP DRAWINGS SHOWING LAYOUT, DETAILS OF CONSTRUCTION AND IDENTIFICATION OF
MATERIALS. SAMPLE OF THE MANUFACTURER'S MEMBRANE SYSTEM WARRANTY. SUBMIT A LETTER
OF CERTIFICATION FROM THE MANUFACTURER WHICH CERTIFIES THE ROOFING CONTRACTOR IS
AUTHORIZED TO INSTALL THE MANUFACTURER'S ROOFING SYSTEM AND LISTS FOREMEN WHO
HAVE RECEIVED TRAINING FROM THE MANUFACTURER ALONG WITH THE DATES TRAINING WAS
RECEIVED. CERTIFICATION OF THE MANUFACTURER'S WARRANTY RESERVE.
B. UPON COMPLETION OF THE INSTALLED WORK, SUBMIT COPIES OF THE MANUFACTURER'S FINAL
INSPECTION TO THE SPECIFIER PRIOR TO THE ISSUANCE OF THE MANUFACTURER'S WARRANTY.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING
A. DELIVER MATERIALS TO THE JOB SITE IN THE MANUFACTURER'S ORIGINAL, UNOPENED CONTAINERS
OR WRAPPINGS WITH THE MANUFACTURER'S NAME, BRAND NAME AND INSTALLATION
INSTRUCTIONS INTACT AND LEGIBLE. DELIVER IN SUFFICIENT QUANTITY TO PERMIT WORK TO
CONTINUE WITHOUT INTERRUPTION.
B. COMPLY WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS FOR PROPER MATERIAL STORAGE.
1. STORE MATERIALS, EXCEPT MEMBRANE, BETWEEN 60°F AND 80°F IN DRY AREAS
PROTECTED FROM WATER AND DIRECT SUNLIGHT. IF EXPOSED TO LOWER
TEMPERATURE, RESTORE TO 60°F MINIMUM TEMPERATURE BEFORE USING.
2. STORE MATERIALS CONTAINING SOLVENTS IN DRY, WELL VENTILATED SPACES WITH
PROPER FIRE AND SAFETY PRECAUTIONS. KEEP LIDS ON TIGHT. USE BEFORE
EXPIRATION OF THEIR SHELF LIFE.
C. INSULATION MUST BE ON PALLETS, OFF THE GROUND AND TIGHTLY COVERED WITH
WATERPROOF MATERIALS.
D. ANY MATERIALS WHICH ARE FOUND TO BE DAMAGED SHALL BE REMOVED AND
REPLACED AT THE APPLICATOR'S EXPENSE.
1.05 WORK SEQUENCE
A. SCHEDULE AND EXECUTE WORK TO PREVENT LEAKS AND EXCESSIVE TRAFFIC ON
COMPLETED ROOF SECTIONS. CARE SHOULD BE EXERCISED TO PROVIDE
PROTECTION FOR THE INTERIOR OF THE BUILDING AND TO ENSURE WATER DOES NOT
FLOW BENEATH ANY COMPLETED SECTIONS OF THE MEMBRANE SYSTEM
B. DO NOT DISRUPT ACTIVITIES IN OCCUPIED SPACES.
1.06 USE OF THE PREMISES
A. BEFORE BEGINNING WORK, THE ROOFING CONTRACTOR MUST SECURE APPROVAL
FROM THE BUILDING OWNER'S REPRESENTATIVE FOR THE FOLLOWING:
1. AREAS PERMITTED FOR PERSONNEL PARKING.
2. ACCESS TO THE SITE.
3. AREAS PERMITTED FOR STORAGE OF MATERIALS AND DEBRIS.
4. AREAS PERMITTED FOR THE LOCATION OF CRANES, HOISTS AND CHUTES FOR
LOADING AND UNLOADING MATERIALS TO AND FROM THE ROOF.
B. INTERIOR STAIRS OR ELEVATORS MAY NOT BE USED FOR REMOVING DEBRIS OR
DELIVERING MATERIALS, EXCEPT AS AUTHORIZED BY THE BUILDING
SUPERINTENDENT.
1.07 PRE-CONSTRUCTION CONFERENCE
A. A PRE-BID MEETING WILL BE HELD AT THE JOB SITE AS SCHEDULED WITH THE
ARCHITECT, G.C. & ROOFING CONTRACTOR.
B. PRIOR TO BID SUBMITTAL, THE ROOFING CONTRACTOR SHOULD SCHEDULE A JOB
SITE INSPECTION TO OBSERVE ACTUAL CONDITIONS AND VERIFY ALL DIMENSIONS ON
THE ROOF.
C. ANY CONDITIONS WHICH ARE NOT SHOWN ON THE SHOP DRAWINGS SHOULD BE
INDICATED ON A COPY OF THE SHOP DRAWING AND INCLUDED WITH BID SUBMITTAL
IF NECESSARY TO CLARIFY AND CONDITIONS NOT SHOWN.
1.08 TEMPORARY FACILITIES AND CONTROLS
A. TEMPORARY UTILITIES:
1. THE ROOFING CONTRACTOR SHALL COORDINATE WITH G.C. TO HAVE WATER, POWER FOR
CONSTRUCTION PURPOSES AND LIGHTING AVAILABLE AT THE SITE.
2. PROVIDE ALL HOSES, VALVES AND CONNECTIONS FOR WATER FROM SOURCE
DESIGNATED BY THE OWNER WHEN MADE AVAILABLE.
3. WHEN AVAILABLE, ELECTRICAL POWER SHOULD BE EXTENDED AS REQUIRED FROM THE
SOURCE. PROVIDE ALL TRAILERS, CONNECTIONS AND FUSED DISCONNECTS.
B. TEMPORARY SANITARY FACILITIES
IF SANITARY FACILITIES ARE NOT AVAILABLE AT THE JOB SITE, THE ROOFING CONTRACTOR SHALL
BE RESPONSIBLE FOR THE PROVISION AND MAINTENANCE OF PORTABLE TOILETS OR THEIR EQUAL.
C. BUILDING SITE:
1. THE ROOFING CONTRACTOR SHALL USE REASONABLE CARE AND RESPONSIBILITY TO PROTECT
THE BUILDING AND SITE AGAINST DAMAGES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE
CORRECTION OF ANY DAMAGE INCURRED AS A RESULT OF THE PERFORMANCE OF THE
CONTRACT.
2. THE ROOFING CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE JOB SITE IN A TIMELY AND
LEGALLY ACCEPTABLE MANNER SO AS TO NOT DETRACT FROM THE AESTHETICS OR THE
FUNCTIONS OF THE BUILDING.
D. SECURITY:
OBEY THE OWNER'S REQUIREMENTS FOR PERSONNEL IDENTIFICATION, INSPECTION AND OTHER
SECURITY MEASURES.
1.09 JOB SITE PROTECTION
A. THE ROOFING CONTRACTOR SHALL ADEQUATELY PROTECT BUILDING, PAVED AREAS, SERVICE DRIVES,
LAWN, SHRUBS, TREES, ETC. FROM DAMAGE WHILE PERFORMING THE REQUIRED WORK. PROVIDE
CANVAS BOARDS AND SHEET METAL (PROPERLY SECURED) AS NECESSARY FOR PROTECTION AND
REMOVE PROTECTION MATERIAL AT COMPLETION. THE CONTRACTOR SHALL REPAIR OR BE RESPONSIBLE
FOR COSTS TO REPAIR ALL PROPERTY DAMAGED DURING THE ROOFING APPLICATION.
B. DO NOT OVERLOAD ANY PORTION OF THE BUILDING, EITHER BY USE OF OR PLACEMENT OF
EQUIPMENT, STORAGE OF DEBRIS, OR STORAGE OF MATERIALS.
C. PROTECT AGAINST FIRE AND FLAME SPREAD. MAINTAIN PROPER AND ADEQUATE FIRE EXTINGUISHERS.
D. TAKE PRECAUTIONS TO PREVENT DRAINS FIOM CLOGGING DURING THE ROOFING APPLICATION.
REMOVE DEBRIS AT THE COMPLETION OF EACH DAY'S WORK AND CLEAN DRAINS, IF REQUIRED. AT
COMPLETION, TEST DRAINS TO ENSURE THE SYSTEM IS FREE RUNNING AND DRAINS ARE WATERTIGHT.
REMOVE STRAINERS AND PLUG DRAINS IN AREAS WHERE WORK IS IN PROGRESS. INSTALL FLAGS OR
OTHER TELLALES ON PLUGS. REMOVE PLUGS EACH NIGHT AND SCREEN DRAIN.
E. STORE MOISTURE SUSCEPTIBLE MATERIALS ABOVE GROUND AND PROTECT WITH WATERPROOF
COVERINGS.
F. REMOVE ALL TRACES OF PILED BULK MATERIALS AND RETURN THE JOB SITE TO ITS ORIGINAL
CONDITION UPON COMPLETION OF THE WORK.
1.10 SAFETY
THE ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS AS THEY RELATE TO
SAFETY
AND SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS THAT ARE SAFETY
RELATED. SAFETY SHALL BE THE RESPONSIBILITY OF THE ROOFING CONTRACTOR. ALL RELATED PERSONNEL
SHALL BE INSTRUCTED DAILY TO BE MINDFUL OF THE FULL TIME REQUIREMENT TO MAINTAIN A SAFE
ENVIRONMENT FOR THE FACILITY'S OCCUPANTS.
1.11 WORKMANSHIP
A. APPLICATORS INSTALLING NEW ROOF, FLASHING AND RELATED WORK SHALL BE FACTORY TRAINED
AND APPROVED BY THE MANUFACTURER THEY ARE REPRESENTING.
B. ALL WORK SHALL BE OF HIGHEST QUALITY AND IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
PUBLISHED SPECIFICATIONS AND TO THE BUILDING OWNER'S SATISFACTION.
C. THERE SHALL BE A SUPERVISOR ON THE JOB SITE AT ALL TIMES WHILE WORK IS IN PROGRESS.
1.12 QUALITY ASSURANCE
A. THE EPDM MEMBRANE ROOFING SYSTEM MUST ACHIEVE A UL CLASS A AND FM 1-90 RATING.
B. THE MANUFACTURER MUST HAVE A MINIMUM OF 20 YEARS EXPERIENCE IN THE MANUFACTURING OF
VULCANIZED THERMAL SET SHEETING.
C. UNLESS OTHERWISE NOTED IN THIS SPECIFICATION, THE ROOFING CONTRACTOR MUST STRICTLY
COMPLY WITH THE MANUFACTURER'S CURRENT SPECIFICATIONS AND DETAILS.
D. THE ROOFING SYSTEM MUST BE INSTALLED BY AN APPLICATOR AUTHORIZED AND TRAINED BY THE
MANUFACTURER IN COMPLIANCE WITH SHOP DRAWINGS AS APPROVED BY THE
MANUFACTURER. THE ROOFING APPLICATOR SHALL BE THOROUGHLY EXPERIENCED AND UPON
REQUEST BE ABLE TO PROVIDE EVIDENCE OF HAVING AT LEAST 1 YEARS SUCCESSFUL EXPERIENCE
INSTALLING SINGLEPLY EPDM ROOFING SYSTEMS AND HAVING INSTALLED AT LEAST 5 ROOFING
APPLICATION OR SEVERAL SIMILAR SYSTEMS OF EQUAL OR GREATER SIZE WITHIN ONE YEAR.
E. PROVIDE ADEQUATE NUMBER OF EXPERIENCED WORKMEN REGULARLY ENGAGED IN THIS TYPE OF
WORK WHO ARE SKILLED IN THE APPLICATION TECHNIQUES OF THE MATERIALS SPECIFIED. PROVIDE
AT LEAST ONE THOROUGHLY TRAINED AND EXPERIENCED SUPERINTENDENT ON THE JOB AT
ALL TIMES ROOFING WORK IS IN PROGRESS.
F. THERE SHALL BE NO DEVIATIONS MADE FIOM THIS SPECIFICATION OR THE APPROVED SHOP
DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE SPECIFIER. ANY DEVIATION FROM THE
MANUFACTURER'S INSTALLATION PROCEDURES MUST BE SUPPORTED BY A WRITTEN CERTIFICATION ON
THE MANUFACTURER'S LETTERHEAD AND PRESENTED FOR THE SPECIFIER'S CONSIDERATION.
G. UPON COMPLETION OF THE INSTALLATION, THE APPLICATOR SHALL ARRANGE FOR AN INSPECTION TO
BE MADE BY A NON-SALES TECHNICAL REPRESENTATIVE OF THE MEMBRANE MANUFACTURER IN ORDER
TO DETERMINE WHETHER OR NOT CORRECTIVE WORK WILL BE REQUIRED BEFORE THE WARRANTY
WILL BE ISSUED. NOTIFY THE BUILDING OWNER SEVENTY-TWO (72) HOURS PRIOR TO THE
MANUFACTURER'S FINAL INSPECTIONS
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-104
ROOFEPDMDETAILS
-1
3" = 1'-0"A-104
10 EPDM DETAIL AT SLOPING DECK
3" = 1'-0"A-104
11 EPDM DETAIL AT SLOPING ROOF DECK
3" = 1'-0"A-104
12 ROOF DRAIN
3" = 1'-0"A-104
13 ROOF CURB DETAIL
3" = 1'-0"A-104
14 ROOF SCUPPER DETAIL & NOTES

5. 1.13 JOB CONDITIONS, CAUTIONS AND WARNINGS
REFER TO CARLISLE'S DESIGN "A" FULLY ADHERED ROOFING SYSTEM SPECIFICATION, PART I1 -
APPLICATION, FOR GENERAL JOB SITE CONSIDERATIONS.
A. MATERIAL SAFETY DATA SHEETS (MSDS) MUST BE ON LOCATION AT ALL TIMES DURING THE
TRANSPORTATION, STORAGE AND APPLICATION OF MATERIALS.
B. WHEN POSITIONING MEMBRANE SHEETS, EXERCISE CARE TO LOCATE ALL FIELD SPLICES AWAY FROM
LOW SPOTS AND OUT OF DRAIN SUMPS. ALL FIELD SPLICES SHOULD BE SHINGLED TO PREVENT
BUCKING OF WATER.
C. WHEN LOADING MATERIALS ONTO THE ROOF, THE CARLISLE AUTHORIZED ROOFING APPLICATOR MUST
COMPLY WITH THE REQUIREMENTS OF THE BUILDING OWNER TO PREVENT OVERLOADING AND
POSSIBLE DISTURBANCE TO THE BUILDING STRUCTURE.
D. PROCEED WITH ROOFING WORK ONLY WHEN WEATHER CONDITIONS ARE IN COMPLIANCE WITH THE
MANUFACTURER'S RECOMMENDED LIMITATIONS, AND WHEN CONDITIONS WILL PERMIT THE
WORK TO PROCEED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND
RECOMMENDATIONS.
E. PROCEED WITH WORK SO NEW ROOFING MATERIALS ARE NOT SUBJECT TO CONSTRUCTION TRAFFIC.
WHEN NECESSARY, NEW ROOF SECTIONS SHALL BE PROTECTED AND INSPECTED UPON COMPLETION
FOR POSSIBLE DAMAGE.
F. PROVIDE PROTECTION, SUCH AS 3/4 INCH THICK PLYWOOD, FOR ALL ROOF AREAS EXPOSED TO
TRAFFIC DURING CONSTRUCTION. PLYWOOD MUST BE SMOOTH AND FREE OF FASTENERS AND
SPLINTERS.
G. THE SURFACE ON WHICH THE INSULATION OR ROOFING MEMBRANE IS TO BE APPLIED SHALL BE
CLEAN, SMOOTH, DRY, AND FREE OF PROJECTIONS OR CONTAMINANTS THAT WOULD PREVENT PROPER
APPLICATION OF OR BE INCOMPATIBLE WITH THE NEW INSTALLATION, SUCH AS FINS, SHARP EDGES,
FOREIGN MATERIALS, OIL AND GREASE.
H. NEW ROOFING SHALL BE COMPLETE AND WEATHERTIGHT AT THE END OF THE WORK DAY.
I. CONTAMINANTS SUCH AS GREASE, FATS AND OILS SHALL NOT BE ALLOWED TO COME IN DIRECT
CONTACT WITH THE ROOFING MEMBRANE.
1.14 WARRANTY
A. PROVIDE MANUFACTURER'S WARRANTY COVERING BOTH LABOR AND MATERIAL WITH NO DOLLAR
LIMITATION
B. EVIDENCE OF THE MANUFACTURER'S WARRANTY RESERVE SHALL BE INCLUDED AS PART OF THE
PROJECT SUBMITTALS FOR THE SPECIFIER'S APPROVAL.
PART 2 PRODUCTS
2.01 GENERAL
A. ALL COMPONENTS OF THE SPECIFIED ROOFING SYSTEM SHALL BE PRODUCTS OF THE SAME ROOFING
MFR.
2.02 MEMBRANE
FURNISH SURE SEAL (OR APPROVED EQUAL) .060 NON-REINFORCED EPDM (ETHYLENE, PROPYLENE,
DIENE TERPOLYMER) IN THE LARGEST SHEET POSSIBLE. THE MEMBRANE SHALL CONFORM TO
THE MINIMUM PHYSICAL PROPERTIES OF ASTM D4637. WHEN A 10 FOOT WIDE MEMBRANE IS TO BE
USED, THE MEMBRANE SHALL BE MANUFACTURED IN A SINGLE PANEL WITH NO FACTORY SPLICES TO
REDUCE SPLICE INTERSECTIONS.
2.03 VAPOR BARRIER
A. CARLISLE 725-TR SELF ADHERED MEMBRANE WITH 702-LT PRIMER (OR APPROVED EQUAL).
2.04 INSULATION/ UNDERLAYMENT
A. WHEN APPLICABLE, INSULATION SHALL BE INSTALLED IN MULTIPLE LAYERS. THE FIRST AND SECOND
LAYER OF INSULATION SHALL BE MECHANICALLY FASTENED TO THE SUBSTRATE IN ACCORDANCE WITH
THE MANUFACTURER'S PUBLISHED SPECIFICATIONS.
B. INSULATION SHALL BE SURE-SEAL POLYISO HPH, 2 LAYERS 2.0" THICK EACH AS SUPPLIED BY CARLISLE
SYNTEC INCORPORATED IN 4' X 4' MAX BOARDSTOCK SIZE TO ACCOMMODATE ADHESIVE
ATTACHMENT
2.05 ADHESIVES AND CLEANERS
ALL PRODUCTS BELOW SHALL BE FURNISHED BY CARLISLE (OR APPROVED EQUAL) AND
SPECIFICALLY FORMULATED FOR THE INTENDED PRUPOSE.
A. BONDING ADHESIVE: 90-8-30A
B. SPLICING CEMENT: EP-95
C. SPLICE TAPE AND PRIMER: HP-250
D. CLEANING SOLVENT: WEATHERED MEMBRANE CLEANER
E. INTERNAL SEAM SEALANT: SURE-SEAL IN-SEAM SEALANT
F. EXTERNAL SEAM SEALANT: EPDM LAP SEALANT
G. SEALER: ONE-PART POURABLE SEALER
H. INSULATION ADHESIVE: FAST 100 BAG-IN-BOX OR DUAL CARTRIDGE LOW RISE FOAM ADHESIVE
2.06 FASTENERS AND PLATES
STEEL FASTENER: A THREADED, ELECTRO-DEPOSITION COATTED FOR INSULATION ATTACHMENT IN
CONJUNCTIONS WITH 2" DIAMETER POLYMER PLATES TO CONCRETE DECKS. REFER TO
MANUFACTURER'S INSULATION FASTENING CRITERIA FOR MINIMUM DEPTH OF PENETRATION, PILOT
HOLE DEPTH AND DIAMETER PERTAINING TO SPECIFIC FASTENER TYPE REQUIRED FOR CONCRETE
DECKING
RUSS (REINFORCED UNIVERSAL SECUREMENT STRIP): A 6 OR 9 INCH WIDE, 100 FOOT LONG STRIP OF
SURE- SEAL (BLACK) OR BRITE-PLY (WHITE-ON-BLACK) REINFORCED EPDM MEMBRANE.
THE 6 INCH WIDE RUSS SHALL BE UTILIZED HORIZONTALLY OR VERTICALLY (IN CONJUNCTION WITH
SEAMFASTENING PLATES) BELOW THE EPDM MEMBRANE FOR ADDITIONAL MEMBRANE
SECUREMENT.
2.07 METAL EDGING AND MEMBRANE TERMINATIONS
COPING FASCIA: .050 SHOP FORMED COPING WITH CONTINUOUS WIND CLEAT, KYNAR FINISH TO BE
SELECTED BY OWNER FIOM MANUFACTURER'S STANDARD COLORS
2.08 WALKWAYS
PROTECTIVE SURFACING FOR ROOF TRAFFIC SHALL BE SURE-SEAL (FOR APPROVED EQUAL) (30" X
30" MOLDED BLACK RUBBER WITH FACTORY ROUNDED COMERS) ADHERED TO THE EPDM
MEMBRANE ROOF WITH 6" SPLICE TAPE.
PART 3 EXECUTION
3.01 GENERAL
A. COMPLY WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS FOR THE INSTALLATION OF THE
MEMBRANE ROOFING SYSTEM INCLUDING PROPER SUBSTRATE PREPARATION, JOBSITE
CONSIDERATIONS AND WEATHER RESTRICTIONS.
B. POSITION SHEETS TO ACCOMMODATE CONTOURS OF THE ROOF DECK AND SHINGLE SPLICES TO
AVOID BUCKING WATER.
3.02 VAPOR BARRIER INSTALLATION (ITEMS BELOW BY CARLISLE OR APPROVED EQUAL)
A. BLOW DECK FREE OF ALL DUST AND DEBRIS. DECK MUST BE DRY PRIOR TO INSTALLATION OF PRIMER
FOR VAPOR BARRIER.
B. APPLY 702-LT PRIMER (ROLLER APPLIED) OR CAVGRIP PRIMER (SPRAY APPLIED) TO DECK AT
MANUFACTURER'S RECOMMENDED COVERAGE RATES. ALLOW TO FLASH OFF (TACK) PER
MANUFACTURER'S GUIDELINES
C. INSTALL 725-TR SELF ADHERED MEMBRANE OVER PROPERLY TACKED PRIMER. ALLOW 2" SIDELAPS
AND 6" ENDLAPS. ROLL AFTER INSTALLATION WITH 150 LB WEIGHTED STEEL ROLLER TO INSURE
COMPLETE CONTACT + BONDING.
3.03 INSULATION PLACEMENT
A. INSTALL INSULATION OR MEMBRANE UNDERLAYRNENT OVER THE SUBSTRATE WITH BOARDS BUTTED
TIGHTLY TOGETHER WITH NO JOINTS OR GAPS GREATER THAN 1/4 INCH. STAGGER JOINTS BOTH
HORIZONTALLY AND VERTICALLY FOR THE MULTIPLE LAYERS.
B. SECURE INSULATION TO THE SUBSTRATE WITH. THREADED E-COAT FASTENER FOR USE ON TO STEEL
DECK.
C. ANY BOARDS SPANNING OR CUPPED SHOULD BE RELIEF CUT. WALK IN ALL BOARDS AS ADHESIVE SETS
UP, OR TEMPORARILY WEIGHT AS REQUIRED TO INSURE FULL CONTACT WITH SUBSTRATE
3.04 MEMBRANE PLACEMENT AND BONDING
A. UNROLL AND POSITION MEMBRANE WITHOUT STRETCHING. ALLOW THE MEMBRANE TO RELAX FOR
APPROXIMATELY 1/2 HOUR BEFORE BONDING. FOLD THE SHEET BACK ONTO ITSELF SO
HALF THE UNDERSIDE OF THE MEMBRANE IS EXPOSED.
B. APPLY THE BONDING ADHESIVE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
INSTRUCTIONS, TO BOTH THE UNDERSIDE OF THE MEMBRANE AND THE SUBSTRATE. ALLOW THE
ADHESIVE TO DRY UNTIL IT IS TACKY BUT WILL NOT STRING OR STICK TO A DRY FINGER TOUCH.
1. ROLL THE COATED MEMBRANE INTO THE COATED SUBSTRATE WHILE AVOIDING WRINKLES. BRUSH
DOWN THE BONDED HALF OF THE MEMBRANE SHEET WITH A SOFT BRISTLE PUSH BROOM TO ACHIEVE
MAXIMUM CONTACT.
2. FOLD BACK THE UNBONDED HALF OF THE MEMBRANE SHEET AND REPEAT THE BONDING
PROCEDURE.
A. INSTALL ADJOINING MEMBRANE SHEETS IN THE SAME MANNER, OVERLAPPING EDGES APPROXIMATELY
4 INCHES. DO NOT APPLY BONDING ADHESIVE TO THE SPLICE AREA.
3.05 MEMBRANE SPLICING (3"TAPE SPLICE)
A. OVERLAP ADJACENT SHEETS AND MARK A LINE 1/2 INCH OUT FROM THE TOPSHEET.
B. FOLD THE TOP SHEET BACK AND CLEAN THE DRY SPLICE AREA (MINIMUM 2-1/2 INCHES WIDE) OF BOTH
MEMBRANE SHEETS WITH SURE - SEAL PRIMER AS REQUIRED BY THE MEMBRANE
MANUFACTURER.
C. APPLY SPLICE TAPE TO BOTTOM SHEET WITH THE EDGE OF THE RELEASE FILM ALONG THE MARKED
LINE. PRESS TAPE ONTO THE SHEET USING HAND PRESSURE. OVERLAP TAPE ROLL ENDS A MINIMUM
OF 1 INCH.
D. REMOVE THE RELEASE FILM AND PRESS THE TOP SHEET ONTO THE TAPE USING HAND PRESSURE.
E. ROLL THE SEAM TOWARD THE SPLICE EDGE WITH A 2 INCH WIDE STEEL ROLLER.
G. THE USE OF LAP SEALANT WITH TAPE SPLICES IS OPTIONAL EXCEPT AT TAPE OVERLAPS AND CUT
EDGES OF REINFORCED MEMBRANE WHERE LAP SEALANT IS REQUIRED.
3.06 FLASHING
A. WALL AND CURB FLASHING SHALL BE CURED EPDM MEMBRANE. CONTINUE THE DECK MEMBRANE AS
WALL FLASHING WHERE PRACTICABLE.
B. FOLLOW MANUFACTURER'S TYPICAL FLASHING PROCEDURES FOR ALL WALL, CURB, AND
PENETRATION FLASHING INCLUDING METAL EDGINGLCOPING AND ROOF DRAIN APPLICATIONS.
3.07 WALKWAYS
A. INSTALL WALKWAYS AT ALL TRAFFIC CONCENTRATION POINTS (SUCH AS ROOF HATCHES, ACCESS
DOORS, ROOFTOP LADDERS, ETC.) AND ALL LOCATIONS AS IDENTIFIED ON THE SPECIFIER'S
DRAWING.
B. ADHERE WALKWAYS PADS TO THE EPDM MEMBRANE IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
3.08 DAILY SEAL
A. ON PHASED ROOFING, WHEN THE COMPLETION OF FLASHINGS AND TERMINATIONS IS NOT ACHIEVED
BY THE END OF THE WORK DAY, A DAILY SEAL MUST BE PERFORMED TO TEMPORARILY CLOSE THE
MEMBRANE TO PREVENT WATER
B. USE SURE-SEAL POURABLE SEALER OR OTHER ACCEPTABLE MEMBRANE SEAL IN ACCORDANCE WITH
THE MANUFACTURER'S REQUIREMENTS.
3.09 CLEAN UP
A. PERFORM DAILY CLEAN-UP TO COLLECT ALL WRAPPINGS, EMPTY CONTAINERS, PAPER, AND OTHER
DEBRIS FROMTHE PROJECT SITE. UPON COMPLETION, ALL DEBRIS MUST BE DISPOSED OF IN A
LEGALLY ACCEPTABLE MANNER. FINGER TOUCH.
B. PRIOR TO THE MANUFACTURER'S INSPECTION FOR WARRANTY, THE APPLICATOR MUST PERFORM A
PRE- INSPECTION TO REVIEW ALL WORK AND TO VERIFY ALL FLASHING HAS BEEN COMPLETED
AS WELL AS THE APPLICATION OF ALL CAULKING.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-105
ROOFEPDMDETAILS
-2

6. C1
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T/V. BRICK
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T/REVEAL
20'-0"
T/REVEAL
28'-8"
T/REVEAL
37'-4"
T/PARAPET 4
51'-4"
T/PARAPET 3
46'-10"
T/PARAPET 2
46'-0"
T/PARAPET 1
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3_
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4
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3_
4
"
1'-7"2'-4"
B/SOFFIT
14'-0"
T/PARAPET
18'-7"
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
123456788.591010.511121314151617181920
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
1
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11'-4"8'-8"8'-8"8'-8"5'-0"
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13
TYP
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1 TYP
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T/ PARAPET 2
46' - 0"
T/ PARAPET 4
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C1
C1
C1
C3
C2
C2
C1
C1
C1
C1
C3
C5
C2
C2
C2
C1
C5
C2
C1
C3
C5 C5
C3
C2
C2
C2
C1
C1
C1
C2
C2
C2
C2
C2
C2
C2
C5
C3
C5
C1
C2
C1
C1
C2
C2
C2
C2
C2
C1
C1
C1
C1
C1
C1
C1
C1
C5
C3 C3
C5
C2
C2
C2
C5
C3
C2
C2
C1
C1
C1
C2
C2
C2
C5
C3
C5
C1
C1
C1
C5
C3
C1
T/ PARAPET 3
46' - 10"
C2
C2
C2
C5
C3
C2C1
C1
C1
C1
C3
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C2 C2 C2 C2
C4
C4
C4
2
A-306
2
A-306
2
A-306C4 C4
C4
37'-10"
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
EB
A
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
F G H
5'-0"8'-8"8'-8"8'-8"11'-4"
2
5
13
TYP
10 6
3
C D J K
T/ PARAPET 2
46' - 0"
T/ PARAPET 4
51' - 4"
T/ PARAPET 3
46' - 10"
4
9
4
A-201
3
C1
C1
C1
C3
C2
C2
C2
C3
C5 C5
C2
C2
C2
C3
C5
C2
C1
C1
C1
C3
C5
C1
C1
C1
C3
C5
C2
C3
C2
C2
C1
C1
C1
C3
C1 C1C1
C2
C3
C2
C2
C2
C2
C2
C2
C2
C2
C2
C2
C5C5
C5C5
C4
C4
C4
C2
C3
C2
C1
C1
C1
C3
C1
C1
C1
C1
1. ROOF SCUPPER WITH LOUVERS, COLOR MATCHING PTAC BASED
WINDOWS
2. CONTROL JOINT
3. COORDINATE ELECTRICAL REQUIREMENTS FOR SIGNAGE - REFER ALSO
TO 'BUILDING SIGNAGE' BELOW
4. EXTERIOR INSULATION FINISH SYSTEM
5. PRE-FINISHED ALUMINUM WINDOWS AND LOUVERS, THERMALLY
BROKEN FRAME, KYNAR 500 FINISH
6. ALUMINUM STOREFRONT, THERMALLY BROKEN FRAME, KYNAR 500
FINISH
7. PRE-FINISHED METAL LOUVERS AT DRYER VENTS, KYNAR 500 FINISH
8. AUTOMATIC SLIDING DOORS
9. BRICK VENEER
10. INSULATED HOLLOW METAL DOOR AND FRAME
11. CLEARANCE SIGN
12. SLOPE DRIVE 1:48 MAX (1:64 RECOMMENDED) TO DRAIN OUT FROM
UNDER CANOPY.
13. PROVIDE EXTERIOR LOUVERS TO MATCH LOOK OF PTAC-BASED
WINDOWS. PROVIDE INSULATED PANEL BEHIND LOUVER AT NON-PTAC
LOCATIONS
14. GUEST LAUNDRY THRU WALL VENT
KEY NOTES
TO BE SELECTED FROM HAMPTON COLOR PALETTE OPTIONS BY THE
OWNER. FOR BID PURPOSES USE "MEDIUM PALETTE" AS FOLLOWS:
C1 DRYVIT #113 AMARILLO WHITE. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C2 DRYVIT #310 CHINA WHITE. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C3 DRYVIT #142 SPECTRUM BROWN. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C4 DRYVIT #142 SPECTRUM BROWN. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C5 3 5/8" X 3 5/8" X 7 5/8" ECONOMY SIZE BRICK, COLOR:
BELDEN BROWN 470-479 MEDIUM RANGE SMOOTH
EXTERIOR COLOR & MATERIAL
SCHEDULE
NOTE: GENERAL CONTRACTOR SHALL SUBMIT TWO SETS OF COLOR
SAMPLES WITH EACH OPTION AND BRICK SAMPLE IN 12" X 12"
DISPLAY
FORMAT.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-201
BUILDING
ELEVATIONS-NORTH
&EAST
3/32" = 1'-0"A-201
1 EAST ELEVATION
3/32" = 1'-0"A-201
2 NORTH ELEVATION
3/16" = 1'-0"A-201
3 DETAIL ELEVATION

7. FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
1 2 3 4 5 6 7 8 8.5 9 10 10.5 11 12 13 14 15 16 17 18 19 20
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
1
A-301
4'-6"
10"
3'-8"5'-0"8'-8"8'-8"8'-8"11'-4"
2
6 1
0
1TYP T/ PARAPET 2
46' - 0"
T/ PARAPET 4
51' - 4"
T/ PARAPET 3
46' - 10"
C1
C1
C1
C1
C1
C1
C5
C2
C2
C5
C1
C2
C1
C1
C5
C2
C2
C2
C2
C5 C5
C2
C1
C1
C1
C1
C2
C1
C1
C1
C3
C2
C2
C2
C5
C2
C2
C2
C1
C1
C1
C5
C3
C5
C2
C3
C2
C2
C2
C2 C1
C2C1
C1C1C2C1C2C1C2
C1C1C2C1C2C1C2
C1C1C2C1C2C1
C2
C3C3C3C3C3C3
C5C5C5C5 C5C5C5
C3
C1
C1
C5
C3
C1
C1
C1 C2C1
C2
C1
C3
C1C1
C2
C2C1
C3 C3 C3 C3
C5
C2
C2
C2
C3
C2C2
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C4
C2C2C2C2
C2
C2C2
2
A-306
2
A-306
2
A-306
C2
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
E B A
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
FGH
4'-6"
10"
3'-8"5'-0"8'-8"8'-8"8'-8"11'-4"
6 10
11
CK
T/ PARAPET 2
46' - 0"
T/ PARAPET 4
51' - 4"
T/ PARAPET 3
46' - 10"
C1
C1
C1
C3
C2
C2
C2
C3
C2
C2
C1
C1
C1
C3
C1
C1
C1
C1
C3
C1
C2
C2
C2
C3
C2
C2
C2
C5C5C5C5
C2
C2
C2
C3
C2
C5
C1
C1
C1
C3
C1
C5
C2
C2
C2
C5C5
C1
C1
C1
C3
C1
C2
C2
C2
C2
C3
C5 C5
C4
C4
C4
C2
C1
C3
1. ROOF SCUPPER WITH LOUVERS, COLOR MATCHING PTAC BASED
WINDOWS
2. CONTROL JOINT
3. COORDINATE ELECTRICAL REQUIREMENTS FOR SIGNAGE - REFER ALSO
TO 'BUILDING SIGNAGE' BELOW
4. EXTERIOR INSULATION FINISH SYSTEM
5. PRE-FINISHED ALUMINUM WINDOWS AND LOUVERS, THERMALLY
BROKEN FRAME, KYNAR 500 FINISH
6. ALUMINUM STOREFRONT, THERMALLY BROKEN FRAME, KYNAR 500
FINISH
7. PRE-FINISHED METAL LOUVERS AT DRYER VENTS, KYNAR 500 FINISH
8. AUTOMATIC SLIDING DOORS
9. BRICK VENEER
10. INSULATED HOLLOW METAL DOOR AND FRAME
11. CLEARANCE SIGN
12. SLOPE DRIVE 1:48 MAX (1:64 RECOMMENDED) TO DRAIN OUT FROM
UNDER CANOPY.
13. PROVIDE EXTERIOR LOUVERS TO MATCH LOOK OF PTAC-BASED
WINDOWS. PROVIDE INSULATED PANEL BEHIND LOUVER AT NON-PTAC
LOCATIONS
14. GUEST LAUNDRY THRU WALL VENT
KEY NOTES
TO BE SELECTED FROM HAMPTON COLOR PALETTE OPTIONS BY THE
OWNER. FOR BID PURPOSES USE "MEDIUM PALETTE" AS FOLLOWS:
C1 DRYVIT #113 AMARILLO WHITE. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C2 DRYVIT #310 CHINA WHITE. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C3 DRYVIT #142 SPECTRUM BROWN. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C4 DRYVIT #142 SPECTRUM BROWN. TEXTURE OPTION:
1. SANDPEBBLE NT2. SANDPEBBLE FINE.
C5 3 5/8" X 3 5/8" X 7 5/8" ECONOMY SIZE BRICK, COLOR:
BELDEN BROWN 470-479 MEDIUM RANGE SMOOTH
EXTERIOR COLOR & MATERIAL
SCHEDULE
NOTE: GENERAL CONTRACTOR SHALL SUBMIT TWO SETS OF COLOR
SAMPLES WITH EACH OPTION AND BRICK SAMPLE IN 12" X 12"
DISPLAY
FORMAT.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-202
BUILDING
ELEVATIONS-SOUTH
&WEST
3/32" = 1'-0"A-202
1 WEST ELEVATION
3/32" = 1'-0"A-202
2 SOUTH ELEVATION

8. EXTERIOR INSULATION AND FINISH SYSTEM
DRYVIT - OUTSULATION X
PART 1 _ GENERAL
1.1 DESCRIPTION
A. PROVIDE EXTERIOR INSULATION AND FINISH SYSTEM WITH WATER MANAGEMENT WHERE
SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND
PROPER INSTALLATION PROVIDE WEATHER RESISTIVE BARRIER, WALL PENETRATION FLASHING,
DRAINAGE ACCESSORIES, HORIZONTAL WEEP TERMINATION DETAILING, ADHESIVE, BOARD
INSULATION, REINFORCING MESHES, BASE COATS AND FINISH COAT MATERIALS.
1.2 QUALITY ASSURANCE
A. THE SYSTEM MANUFACTURER SHALL BE A MEMBER OF THE EIFS INDUSTRY MEMBERS
ASSOCIATION EIMA) AND SHALL BE FACTORY MUTUAL RESEARCH CORPORATION (FMRC)
APPROVED.
B. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE
SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROZPER PERFORMANCE OF THE
WORK OF THIS SECTION.
C. USE AN INSTALLER CURRENTLY APPROVED OR ACCREDITED (IN WRITING) BY THE
MANUFACTURER OF THE APPROVED EXTERIOR INSULATION AND FINISH SYSTEM MATERIALS
AND WHO SHALL HAVE HAD AT LEAST FIVE YEARS SUCCESSFUL EXPERIENCE IN THE
INSTALLATION
OF THE INSULATION FINISH SYSTEM.
D. THE SYSTEM MANUFACTURER MUST AGREE TO FURNISH THE SERVICES OF A QUALIFIED
MANUFACTURER'S TECHNICAL REPRESENTATIVE WHO SHALL PERIODICALLY VISIT THE JOBSITE
FOR THE PURPOSE OF OVERSEEING THIS WORK
1. IN HIS OFFICIAL CAPACITY, HE SHALL ENSURE THAT PREPARATION FOR, AND APPLICATION
OF, HIS PRODUCT LINE ARE PROPERLY PERFORMED SO THAT THE COMPLETED WORK WILL
FULFILL THE SPECIFIED CRITERIA AND THUS QUALIFY FOR THE REQUIRED WARRANTY
COVERAGE.
2. ADDITIONALLY, UPON COMPLETION OF THE WORK, HE SHALL VERTIFY TO THE ARCHITECT, IN
WRITING, THAT HE WAS INDEED PRESENT ON THE JOBSITE DURING INSTALLATION AND THAT
THE COMPLETED WORK WAS PROSECUTED AND COMPLETED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
3. THE ARCHITECT RESERVES THE RIGHT TO ORDER ADDITIONAL VISITS BY THE TECHNICAL
REPRESENTATIVE, OVER AND ABOVE THOSE ORIGINALLY SCHEDULED, SHOULD IT BE
DETERMINED THAT THIS SUPPLEMENTARY SUPERVISION SERVICE IS NECESSARY. ALL SUCH
SERVICES SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE. LIST NUMBER OF
ADDITIONAL VISITS INCLUDED ON BID PROPOSAL.
E. THE MATERIALS USED IN THIS WORK, AND THUS THE COMPLETED INSTALLATION, SHALL HAVE
BEEN TESTED BY (1) MODIFIED ASTM E108, (2) U.L.C. S101, (3) FACTORY MUTUAL CORNER TEST,
(4) MULTI- STORY TEST BY CULVER CITY, CALIFORNIA FIRE DEPARTMENT (PROJECT NO. 4D-129B-3),
(5) MULTI- STORY TEST BY SOUTHWESTERN RESEARCH LABORATORIES, (6) ASTM PS49 AND/OR
(7) EQUIVALENT, RECOGNIZED FIRE TEST METHODS.
1. THE MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT EIMA SPECIFICATIONS.
2. THE MATERIALS SHALL MEET THE CURRENT REQUIREMENTS OF THE EIFS MANUFACTURER
SPECIFICATIONS AND DETAILS.
3. THE MATERIALS SHALL BE AS MANUFACTURED BY THE EIFS MANUFACTURER AND SHALL BE
FROM CURRENT STOCKS. PARTIALLY SET MATERIALS AND OVER_EXPOSED INSULATION
SHALL NOT BE USED
4. IN ADDITION TO THE ABOVE, THE EIFS MUST BE TESTED IN ACCORDANCE WITH:
a. ASTM STANDARDS:
1. B 117 TEST METHOD FOR SALT SPRAY (FOG) TESTING
2. C 79 TEST METHOD FOR GYPSUM SHEATHING BOARD
3. C 150 SPECIFICATION FOR PORTLAND CEMENT
4. C 297 TEST METHOD FOR TENSILE STRENGTH OF FLAT SANDWICH
5. CONSTRUCTIONS IN FLATWISE PLANE
6. C 578 SPECIFICATION FOR PREFORMED, CELLULAR POLYSTYRENE THERMAL INSULATION
7. C 1177 SPECIFICATION FOR GLASS MAT GYPSUM FOR USE AS SHEATHING
8. C 1382 TEST METHOD FOR DETERMINING TENSILE ADHESION PROPERTIES OF SEALANTS
WHEN USED IN EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) JOINTS
9. D 522 TEST METHODS FOR MANDREL BEND TEST OF ATTACHED ORGANIC COATINGS
10. D 882 STANDARD TEST METHODS FOR TENSILE PROPERTIES OF THIN PLASTIC SHEETING
11. D 968 TEST METHOD FOR ABRASION RESISTANCE OF ORGANIC COATINGS BY FALLING
ABRASIVE
12. D 1382 TEST METHOD FOR DETERMINING TENSILE ADHESION PROPERTIES OF SEALANTS
WHEN USED IN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) JOINTS
13. D 1784 SPECIFICATION FOR RIGID POLY (VINYL CHLORIDE) (PVC) AND CHLORINATED POLY
(VINYL CHLORIDE) (CPVC) COMPOUNDS
14. D 2247 PRACTICE FOR TESTING WATER RESISTANCE OF COATINGS IN 100% RELATIVE
HUMIDITY
15. D 2370 TEST METHOD FOR TENSILE PROPERTIES OF ORGANIC COATINGS
16. D 3273 TEST FOR RESISTANCE TO GROWTH OF MOLD ON THE SURFACE OF INTERIOR
COATINGS IN AN ENVIRONMENTAL CHAMBER
17. D 4541 TEST METHOD FOR PULL-OFF STRENGTH OF COATINGS USING PORTABLE
ADHESION-TESTERS
18. E 84 TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS
19. E 96 TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS
20. E 108 METHOD FOR FIRE TESTS OF ROOF COVERINGS
21. E 119 METHOD FOR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS
22. E 283 TEST METHOD FOR DETERMINING THE RATE OF AIR LEAKAGE THROUGH EXTERIOR
WINDOWS, CURTAIN WALLS, AND DOORS UNDER SPECIFIED PRESSURE DIFFERENCES ACROSS
23. THE SPECIMEN
24. E 330 TEST METHOD FOR STRUCTURAL PERFORMANCE OF WINDOWS, CURTAIN WALLS,
ANDDOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE
25. E 331 TEST METHOD FOR WATER PENETRATION OF EXTERIOR WINDOWS, CURTAIN WALLS,
26. AND DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE
27. E 1233 STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS,
CURTAIN WALLS AND DOORS BY CYCLIC STATIC AIR PRESSURE DIFFERENCE
28. G 153 RECOMMENDED PRACTICE FOR OPERATING LIGHT-AND WATER-EXPOSURE APPARATUS
(CARBON-ARC TYPE) FOR EXPOSURE OF NONMETALLIC MATERIALS
29. G 154 RECOMMENDED PRACTICE FOR OPERATING LIGHT-AND WATER-EXPOSURE APPARATUS
(FLUORESCENT UV-CONDENSATION TYPE) FOR EXPOSURE OF NONMETALLIC MATERIALS
b. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS
1. NFPA 268, “STANDARD TEST METHOD FOR DETERMINING IGNITABILITY OF EXTERIOR WALL
ASSEMBLIES USING A RADIANT HEAT ENERGY SOURCE”
2. NFPA 285, “STANDARD METHOD OF TEST FOR THE EVALUATION OF FLAMMABILITY
CHARACTERISTICS OF EXTERIOR NON-LOAD-BEARING WALL ASSEMBLIES CONTAINING
COMBUSTIBLE COMPONENTS USING THE INTERMEDIATE-SCALE, MULTISTORY TEST
APPARATUS”
c. EIMA (EIFS INDUSTRY MEMBERS ASSOCIATION) STANDARDS AND PUBLICATIONS
1. 101.01 STANDARD TEST METHOD FOR FREEZE_THAW RESISTANCE OF EXTERIOR INSULATION
AND FINISH SYSTEMS (EIFS), CLASS PB (MODIFIED ASTM C 67)
2. 101.02 STANDARD TEST METHOD FOR RESISTANCE TO WATER PENETRATION OF EXTERIOR
INSULATION AND FINISH SYSTEMS (EIFS), CLASS PB (MODIFIED ASTM E 331)
3. ASTM E 2134.01 STANDARD TEST METHOD FOR EVALUATING THE TENSILE-ADHESION
PERFORMANCE OF AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) (101.03 STANDARD
TEST METHOD FOR DETERMINING TENSILE ADHESION STRENGTH OF EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS), AND COMPONENTS, CLASS PB (MODIFIED ASTM C 297)
4. 101.86 STANDARD TEST METHOD FOR RESISTANCE OF EXTERIOR INSULATION AND FINISH
SYSTEMS (EIFS), CLASS PB, TO THE EFFECTS OF RAPID DEFORMATION (IMPACT)
5. ASTM E 2098 STANDARD TEST METHOD FOR DETERMINING TENSILE BREAKING STRENGTH
OF GLASS FIBER REINFORCING MESH FOR USE IN CLASS PB EXTERIOR INSULATION
AND FINISH SYSTEM AFTER EXPOSURE TO A SODIUM HYDROXIDE SOLUTION (105.01
STANDARD TEST METHOD FOR ALKALI RESISTANCE OF GLASS FIBER REINFORCING MESH
FOR USE IN EXTERIOR INSULATION AND FINISHING SYSTEMS (EIFS), CLASS PB)
6. ASTM E 2430 STANDARD SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) THERMAL
INSULATION BOARDS FOR USE IN EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)
(EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD)
F. PRIOR TO COMMENCING INSTALLATION WORK, A CONFERENCE SHALL BE CONDUCTED AT THE
JOBSITE WITH THE ARCHITECT, THE OWNER'S REPRESENTATIVE, THE GENERAL
CONTRACTOR, THE SUBCONTRACTOR, A REPRESENTATIVE OF THE MANUFACTURER, AND
OTHER INVOLVED PARTIES TO REVIEW THE CONTRACT DOCUMENTS AND PROCEDURES, TO
REVIEW AND RESOLVE AREAS OF POTENTIAL INTERFERENCE AND CONFLICTS, AND TO
COORDINATE RELATED CONSTRUCTION ACTIVITIES. UNDER NO CIRCUMSTANCES
SHALL INSTALLATION WORK BEGIN UNTIL THIS CONFERENCE HAS TAKEN PLACE. COPY
WRITTEN CONFERENCE MINUTES TO ALL ATTENDEES.2
G. ALL WORK SHALL COMPLY WITH PERTINENT CODES, ORDINANCES AND REQUIREMENTS OF
GOVERNING AGENCIES HAVING JURISDICTION
1.3 SUBMITTALS
A. PRODUCT DATA AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED,
SUBMIT:
MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION;
MANUFACTURER'S SPECIFICATIONS, TESTING RESULTS AND OTHER DATA NEEDED TO
PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS;
MANUFACTURER'S WRITTEN ENDORSEMENT OF THE INSTALLER SHALL BE SUBMITTED TO
THE OWNER PRIOR TO COMMENCING WORK;
BEFORE INSTALLATION OF ANY PART OF THE SYSTEM, DETAILED SHOP DRAWINGS SHALL
BE SUBMITTED TO THE ARCHITECT AS DIRECTED IN SECTION 01 33 23. DRAWINGS
SHALL SHOW COMPLETE LAYOUTS, IN PLAN AND ELEVATIONS, OF EACH AREA OR
CATEGORY OF WORK INCLUDING ALL DETAILS, SPECIAL SHAPES OR MOLDINGS,
LOCATIONS AND EXTENT OF REINFORCING MESHES, LOCATIONS AND TYPES OF JOINTS,
INTERFACE OF WORK WITH THAT OF OTHER TRADES, AND SPECIAL CONDITIONS WHICH
ARE THE RESPONSIBILITY OF THIS SUBCONTRACTOR.
MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR THE PROJECT,
WHICH WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL
INSTALLATION
PROCEDURES USED ON THE WORK.
H. SAMPLES
SUBMIT SAMPLES OF TEXTURES AND COLORS FOR SELECTION BY OWNER AND
ARCHITECT.
BEFORE INSTALLATION, 1'X 1' SAMPLES SHALL BE PREPARED FOR EACH COLOR AND
TEXTURE, AND SUBMITTED TO THE ARCHITECT FOR APPROVAL OF COLOR AND
TEXTURE (ONLY).
I. MOCK-UP
UNLESS OTHERWISE DETAILED ON DRAWINGS, AT AN AREA ON SITE WHERE APPROVED
BY THE ARCHITECT AND OWNER, PROVIDE MOCK_UP E.I.F.S. WALL PANEL.
MAKE EACH MOCK_UP APPROXIMATELY 4'-0" HIGH AND 6'-0" LONG, OR LARGER AS
INDICATED ON DRAWINGS.
PROVIDE ONE MOCK_UP PANEL FOR EACH COMBINATION OF TEXTURE, COLOR, AND
JOINT TYPE USED IN THE WORK. MOCK_UP TO INCLUDE ANY SPECIAL DETAILS,
REVEALS, CORNER
CONDITIONS, MOLDINGS, ETC.
REVISE AS NECESSARY TO SECURE THE ARCHITECT'S AND OWNER'S APPROVAL.
COMPLETELY DEMOLISH AND REMOVE THE MOCK_UPS FROM THE JOB SITE ONLY UPON
COMPLETION AND ACCEPTANCE OF THE WORK OF THIS SECTION.
1.4 PRODUCT HANDLING
ALL MATERIALS SHALL BE HANDLED AND STORED IN STRICT CONFORMANCE WITH
MANUFACTURER'S
SPECIFICATIONS AND INSTRUCTIONS.
A. ALL PROPRIETARY MATERIALS SHALL BE DELIVERED TO THE JOB IN ORIGINAL, UNOPENED
PACKAGES WITH LABELS INTACT, AND BEARING INSTALLATION INSTRUCTIONS WHERE
APPLICABLE. AS SOON AS PRACTICABLE AFTER DELIVERY, ALL PACKAGES SHALL BE
INSPECTED FOR DAMAGE, AND UNSATISFACTORY MATERIALS RESULTING
THEREFROM SHALL BE REPLACED.
B. ALL PROPRIETARY MATERIALS SHALL BE STORED UNDER COVER IN A COOL, DRY LOCATION,
PROTECTED FROM SUNLIGHT, MOISTURE AND OTHER HARMFUL ELEMENTS, AND AT
TEMPERATURES OF NOT LESS THAN 40 DEGREES F. IF STORAGE SPACE IS LOCATED WITHIN
THE BUILDING PROPER, ALL WALLS AND THE FLOOR SHALL BE ADEQUATELY SHIELDED
FROM SPILLAGE, SPATTERING, ETC.
a. MATERIAL SUSPECTED OF HAVING BEEN SUBJECTED TO FREEZING, SHALL NOT BE
USED UNTIL THE MANUFACTURER VERIFIES THAT THE MATERIAL HAS NOT BEEN
DAMAGED.
1.5 EXTRA STOCK
A. UPON COMPLETION OF THE WORK, DELIVER TO THE OWNER AT THE JOB SITE A MAINTENANCE
KIT INCLUDING, BUT NOT NECESSARILY LIMITED TO:
PRINTED MAINTENANCE INSTRUCTIONS;
ONE GALLON OF THE MANUFACTURER_APPROVED ADHESIVE;
ONE GALLON OF THE MANUFACTURER_APPROVED FINISH FOR EACH COLOR INSTALLED,
AND FROM THE SAME BATCH AS THE INSTALLED FINISH;
TWENTY SQ. FT. OF EACH TYPE OF THE MANUFACTURER_APPROVED REINFORCING
FABRIC(S);
TWENTY SQ. FT. OF EACH TYPE OF THE MANUFACTURER_APPROVED INSULATION BOARD.
B. PACKAGE THE CONTAINERS SECURELY TO PREVENT DETERIORATION AND DAMAGE, AND
LABEL EACH ITEM CLEARLY AS TO CONTENTS AND WHERE USED.
1.6 GUARANTEE
A. THE MATERIAL AND LABOR AND WORKMANSHIP SHALL BE GUARANTEED BY THE
MANUFACTURER FOR TWELVE (12) YEARS. THE WRITTEN GUARANTEE SHALL BE FURNISHED
TO THE OWNER PRIOR TO FINAL PAYMENT AND ACCEPTANCE.
1. THE MANUFACTURER SHALL SUBMIT, IN WRITING, HIS STANDARD, LIMITED WARRANTY
COVERING
FAILURES IN ANY MATERIAL WHICH HE FURNISHES FOR INSTALLATION.
2. A CONCURRENT, WRITTEN TWELVE-YEAR WARRANTY, SIGNED BY THE GENERAL
CONTRACTOR AND SUBCONTRACTOR, SHALL BE FURNISHED AGREEING TO PROVIDE THE
LABOR NECESSARY TO COMPLEMENT THE MANUFACTURER'S MATERIALS WARRANTY
AS WELL AS ACCEPTING THE RESPONSIBILITY FOR ANY FAILURES IN WORKMANSHIP
WHICH ARE NOT ATTRIBUTABLE TO MATERIALS FAILURE.
1.7 COOPERATION WITH OTHER TRADES
A. INSTALLATION OF FINISH SYSTEM SHALL BE COORDINATED WITH ALL OTHER TRADES WHOSE
WORK WILL BE CONCEALED BY, CONNECTED TO, OR AFFECTED IN ANY WAY BY THIS
INSTALLATION. INSTALLATION OF SYSTEM SHALL BE COORDINATED AS NECESSARY
WITH INSTALLATION OR CONSTRUCTION OF SHEATHING, CONCRETE, AND MASONRY
SUBSTRATES.
B. BEFORE PROCEEDING WITH ANY INSTALLATION WORK, ALL REQUIRED INSPECTIONS SHALL
HAVE BEEN MADE. ADDITIONAL WORK, RESULTING FROM A LACK OF COOPERATION AND
COORDINATION, SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR WHO SHALL
ALSO RESOLVE ANY RESULTING CONFLICTS.
SEE SHEET A606 FOR CONTINUATION
DRYVIT ADHESIVE IN
VERTICAL NOTCHED TROWEL
CONFIGURATION
EPS INSULATION BOARD19 MM
(3/4")
MIN.
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT FINISH
BY OTHERS
APPROVED SUBSTRATE
DRYVIT WATER-RESISTIVE
BARRIER COATING
CONTINUOUS DRYVIT
COMPATIBLE SEALANT AND
CLOSED CELL BACKER ROD,
BY OTHERS
DRYVIT
OUTSULAT
ION
PLUS MD
SYSTEM
DRYVIT DETAIL MESH®
WRAPPED TO BACKSIDE
OF EPS MIN. 51 MM (2")
DRYVIT AQUAFLASH® SYSTEM OR
DRYVIT BACKSTOP® NT-TEXTURE
OVER GRID TAPE™ (SEE NOTE 2)
DRYVIT DEMANDIT ® OR
COLOR PRIME™ON SURFACES
TO RECEIVE SEALANT
DRYVIT WATER-RESISTIVE
BARRIER COATING
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL CONFIGURATION
12.7 MM (1/2")
MIN.
EPS INSULATION BOARD
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
SIGN
FIXTURE
NEOPRENE WASHER
SCREW/BOLT ATTACHMENT TO
BUILDING FRAMING/ BLOCKING
BLOCKING
(SECURE TO
FRAMING)
NON-
CORROSIVE
PIPE SLEEVE
FRAMING
MEMBER
APPROVED
SUBSTRATE
BY OTHERSBY OTHERS
DRYVIT FINISH
DRYVIT OUTSULATION
PLUS MD SYSTEM
SEALANT BETWEEN SLEEVE AND
DRYVIT WATER-RESISTIVE BARRIER
COATING, BY OTHERS
DRYVIT COMPATIBLE SEALANT
AND
BOND BREAKER TAPE, BY OTHERS
(SEE NOTE 2)
BY OTHERS DRYVIT
OUTSULATION
PLUS MD SYSTEM
FRAMING, BY OTHERS
DRYVIT FINISH
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
EPS INSULATION
DRYVIT AQUAFLASH® SYSTEM
(SEE NOTE 2)
METAL CAP FLASHING, BY
OTHERS
DRYVIT COMPATIBLE SEALANT
WITH BOND BREAKER, BY OTHERS
DRYVIT DETAIL MESH® WRAPPED
TO BACKSIDE OF EPS MIN. 51 MM (2")
DRYVIT WATER-RESISTIVE
BARRIER COATING
APPROVED SUBSTRATE,
BY OTHERS
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL CONFIGURATION
2 1/2"
MIN.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-203
EIFSSPECIFICATION
12" = 1'-0"A-203
1 JAMB DETAIL
12" = 1'-0"A-203
3 SIGN ATTACHMENT
12" = 1'-0"A-203
2 TERMINATION AT PARAPET - CAP FLASHING
EIFS NOTE:
1) THE EIFS SYSTEM SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S STANDARDS,
DETAILS AND SPECIFICATIONS.
2) ALL SEALANT SHALL BE TREMCO SPECTRUM
SILICON SEALANT SO THAT COMPOUND WARRANTY
MAY BE OBTAINED.
NOTE:
THESE DETAILS ON THIS SHEET ARE
GENERIC IN NATURE AND DOES NOT
REPRESENT EXACT CONDITIONS AND
INTENT OF THE ARCHITECT WITH
REFERENCE TO PROJECT DOCUMENTS.
REFER TO PROJECT PLANS AND DETAILS
FOR EXACT CONDITIONS

9. CONTINUED FROM SHEET A605
PART 2 _ PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A. PROVIDE A COMPLETE FINISH SYSTEM FROM THE FOLLOWING:
1. DRYVIT OUTSULATION X EIFS WITH WATER MANAGEMENT AS MANUFACTURED BY DRYVIT SYSTEMS
2.2 MATERIALS
A. PROVIDE MATERIALS COMPLYING WITH THE SYSTEM MANUFACTURER'S REQUIREMENTS, AND AS
FOLLOWS:
1. PORTLAND CEMENT: DOMESTIC BRAND CONFORMING TO ASTM C150, TYPE I, II, OR
III, FREE OF LUMPS, WITH NO INDICATION OF PARTIAL SETTING.
2. INSULATION BOARD; AGED, EXPANDED POLYSTYRENE MEETING THE REQUIREMENT OF FED SPEC
HH_I_524B, ASTM E2430, ASTM C578, TYPE I, CLASS A, NOMINAL 1.0 LB./CU. FT., WITH FLAME SPREAD
RATING LESS THAN 25 AND SMOKE DEVELOPMENT RATING LESS THAN 450 WHEN TESTED IN
ACCORDANCE WITH
ASTM E84 OR UL 723.
3. EXTERIOR GRADE GYPSUM WEATHERROCK SHEATHING: GEORGIA PACIFIC DENS GLASS GOLD, PER
ASTM C1396 - FORMERLY ASTM C_79.
4. PROPRIETARY FLUID APPLIED WEATHER RESISTIVE BARRIER AND/OR AIR/WATER-
RESISTIVE BARRIER COMPONENTS.
A. DRYVIT BACKSTOP® NT:
A FLEXIBLE, POLYMER-BASED NONCEMENTITIOUS
WATER- RESISTIVE COATING AVAILABLE IN TEXTURE AND SMOOTH.
B. DRYVIT GRID TAPE™: AN OPEN WEAVE FIBERGLASS MESH TAPE WITH
PRESSURE SENSITIVE ADHESIVE.
5. PROPRIETARY OR MANUFACTURER APPROVED WALL PENETRATION FLASHING MATERIALS.
USED TO PROTECT SUBSTRATE EDGES AT TERMINATIONS.
A. LIQUID APPLIED:
AN EXTREMELY FLEXIBLE WATER-BASED POLYMER MATERIAL, READY FOR
USE - SHALL BE AQUAFLASH AND AQUAFLASH MESH
B. SHEET TYPE:
1) DRYVIT FLASHING TAPE™: A HIGH DENSITY POLYETHYLENE FILM BACKED WITH A
RUBBERIZED ASPHALT ADHESIVE AVAILABLE IN ROLLS - 4 IN, 6 IN, AND 9 IN
WIDE BY 75 FT LONG.
2) DRYVIT FLASHING TAPE SURFACE CONDITIONER™: A WATER- BASED SURFACE
CONDITIONER AND ADHESION PROMOTER FOR THE DRYVIT FLASHING TAPE.
6. DRYVIT AP ADHESIVE™: A MOISTURE CURE, URETHANE-BASED ADHESIVE USED TO ADHERE THE
DRYVIT DRAINAGE STRIP AND DRAINAGE TRACK.
7. PROPRIETARY EIFS WITH DRAINAGE ACCESSORIES.
A. DRAINAGE TRACK: UV TREATED PVC "J" CHANNEL PERFORATED WITH WEEP HOLES,
COMPLYING WITH ASTM D 1784 AND ASTM C 1063. DRAINAGE TRACK USAGE IS LIMITED
TO THE BASE OF THE SYSTEM AT FINISHED GRADE LEVEL. ALL OTHER HORIZONTAL
TERMINATIONS SHALL UTILIZE THE DRYVIT DRAINAGE STRIP AS SHOWN IN
OUTSULATION PLUS INSTALLATION DETAILS, DS110. SHALL BE ONE OF THE
FOLLOWING:
1) STARTER TRAC STWP - WITHOUT DRIP EDGE BY PLASTIC COMPONENTS, INC.
2) STARTER TRAC STDE - WITH DRIP EDGE BY PLASTIC COMPONENTS, INC.
3) UNIVERSAL STARTER TRACK BY WIND-LOCK CORPORATION
4) SLOPED STARTER STRIP WITH DRIP BY VINYL CORP.
8. DRYVIT DRAINAGE STRIP™: A CORRUGATED PLASTIC SHEET MATERIAL, WHICH PROVIDES DRAINAGE.
9. ADHESIVE: AS SUPPLIED BY THE MANUFACTURER OF THE FINISH SYSTEM, USED TO ADHERE THE
EPS TO THE AIR/WATER-RESISTIVE BARRIER, SHALL BE COMPATIBLE WITH THE WATER-RESISTIVE
BARRIER AND THE EPS
A. CEMENTITIOUS: A LIQUID POLYMER-BASED MATERIAL, WHICH IS FIELD MIXED WITH PORTLAND
CEMENT.
1) SHALL BE GENESIS®.
B. READY MIXED: A DRY BLEND CEMENTITIOUS, COPOLYMER-BASED PRODUCT, FIELD MIXED WITH
WATER.
1) SHALL BE GENESIS® DM.
10. BASECOAT: ONE_COMPONENT POLYMER MODIFIED CEMENTITIOUS BASE COAT WITH FIBER
REINFORCEMENT AND LESS THAN 33% PORTLAND CEMENT CONTENT BY WEIGHT. INSTALL
ACCORDING TO ASTM PS49_96, MINIMUM 1/16TH DRY THICKNESS. BASECOAT SHALL BE
COMPATIBLE WITH THE EPS INSULATION BOARD AND REINFORCING MESH(ES).
A. CEMENTITIOUS: A LIQUID POLYMER-BASED MATERIAL, WHICH IS FIELD MIXED WITH PORTLAND
CEMENT.
1) SHALL BE GENESIS®.
B. READY MIXED: A DRY BLEND CEMENTITIOUS, COPOLYMER-BASED PRODUCT, FIELD MIXED WITH
WATER.
1) SHALL BE GENESIS® DM.
11. REINFORCING FABRIC(S):
a. STANDARD MESH
1) STANDARD MESH - NOMINAL 4.3 OZ./YD2 , SYMMETRICAL, INTERLACED OPEN-WEAVE
GLASS FIBER FABRIC MADE WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY
WITH DRYVIT MATERIALS ACHIEVES STANDARD IMPACT CLASSIFICATION.
MESH TO BE BALANCED AND MADE FROM CONTINUOUS MULTI_END STRANDS WITH
TENSILE STRENGTH OF NOT LESS THAT 145# AND 150# IN WARP AND FILL DIRECTIONS
RESPECTIVELY, PER ASTM D1682 AND ASTM D578.
b. ULTRA-HIGH IMPACT MESH
1) PANZER® 15 - NOMINAL 15 OZ./YD2 , ULTRA_HIGH IMPACT, DOUBLE STRAND,
INTERWOVEN, OPEN-WEAVE GLASS FIBER FABRIC WITH ALKALINE RESISTANT
COATING FOR COMPATIBILITY WITH DRYVIT MATERIALS. INSTALL ULTRA-
HIGH IMPACT REINFORCING MESH FROM +0'_0" TO +8'_0", AS SUPPLIED BY THE
MANUFACTURER OF THE FINISH SYSTEM. ACHIEVES ULTRA_HIGH IMPACT
CLASSIFICATION WHEN APPLIED BENEATH STANDARD MESH. REINFORCING
FABRIC TO BE STANDARD MESH ABOVE +8'_0".
c. SPECIALTY MESHES
1) DETAIL MESH - NOMINAL 4.3 OZ/YD2, FLEXIBLE, SYMMETRICAL, INTERLACED GLASS FIBER
FABRIC, WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH DRYVIT
MATERIALS. MESH TO BE USED FOR STANDARD EIFS BACKWRAPPING,
AESTHETIC DETAILING, AND REINFORCEMENT OF SHEATHING JOINTS AND
PROTECTION OF ROUGH OPENINGS WITH AIR/ MOISTURE BARRIER.
2) CORNER MESH - NOMINAL 7.2 OZ./YD2, PRE-CREASED, HEAVY-DUTY, OPEN-WEAVE
WOVEN GLASS FIBER FABRIC WITH ALKALINE RESISTANT COATING FOR
COMPATIBILITY WITH DRYVIT MATERIALS. MESH TO BE USED FOR MAXIMUM
IMPACT PROTECTION AT INSIDE AND OUTSIDE CORNERS.
12. FINISH: SYNTHETIC PLASTER AS SUPPLIED BY THE MANUFACTURER OF THE FINISH SYSTEM, IN
COLOR AND TEXTURE SELECTED BY THE ARCHITECT AND OWNER FROM STANDARD COLORS AND
TEXTURES, OR AS INDICATED ON THE DRAWINGS.
13. WATER: CLEAN AND POTABLE.
B. THE SYSTEM SHALL CONSIST OF POLYSTYRENE INSULATION BOARD (MIN. 3/4" THICK; SEE
DRAWINGS FOR OTHER THICKNESSES), REINFORCING FABRIC(S), ADHESIVE AND SYNTHETIC
PLASTER FINISH. FOLLOW MANUFACTURER'S STANDARDS, DETAILS AND RECOMMENDATIONS.
C. THE SUBSTRATE OF STEEL FRAMING AND GYPSUM SHEATHING (OR AS INDICATED) SHALL BE
FURNISHED BY OTHERS.
D. MISCELLANEOUS:
1. WOOD BLOCKING: LUMBER USED FOR ANY REQUIRED BLOCKINGS SHALL BE PROVIDED BY
THIS SUBCONTRACTOR IN THE APPROPRIATE GRADES SPECIFIED IN SECTION 06 10 00
WITH PRESERVATIVE TREATMENT AS SPECIFIED IN 06 10 00.
2. TRIM ACCESSORIES: PLASTIC PRODUCTS SHALL BE USED FOR CASING BEADS. METAL
SOFFIT VENTS AND DRIP SCREEDS SHALL BE USED WHERE THESE ITEMS ARE REQUIRED, AND
MUST HAVE BAKED- ON COLOR TO MATCH THAT OF SELECTED FINISH.
3. SEALANT:
a. SEALANT JOINTS: PROVIDE SMOOTH, STRAIGHT, SOUND SURFACES TO RECEIVE
SEALANTS, WITH NO MESH OR MESH PATTERN VISIBLE. ALLOW ADEQUATE JOINT WIDTH
FOR THE EXPECTED MOVEMENT. USE PRIMER ON ALL SURFACES TO RECEIVE
SEALANT. APPLY SEALANT TO THE BASE COAT ONLY, NOT TO THE FINISH COAT, AND
TOOL ALL SEALANT JOINTS.
b. USE A LOW_MODULUS SEALANT THAT MAINTAINS ITS LOW MODULUS OVER THE LIFE OF
THE SEALANT.
c. USE ONE OF THE FOLLOWING, INCLUDING APPROPRIATE PRIMERS AND BACKER RODS
AS REQUIRED:
1. "DYNATROL II" BY PECORA CORP.
2. "SONOLASTIC NP II" BY SONNEBORN.
3. "SPECTREM 1, SPECTREM 3, AND SPECTREM 4" BY TREMCO INC.
4. “SIKAFLEX 2C” BY SIKA CORP.
d. SHALL BE APPROVED BY THE EIFS MANUFACTURER AND SEALANT MANUFACTURER AS BEING
COMPATIBLE. THE SEALANTS MANUFACTURER IS TO HAVE A CERTIFICATE OF COMPLIANCE WITH
ASTM C 1382
2.3 OTHER MATERIALS
A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE
AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF
THE FINISH SYSTEM MANUFACTURER.
TRACK TERMINATES.
2. ATTACH THE DRAINAGE TRACK EVEN WITH THE LINE INTO THE STRUCTURE A MAXIMUM
OF 16 INCHES ON CENTER WITH THE PROPER FASTENER: TYPE S-12 CORROSION
RESISTANT SCREWS FOR STEEL FRAMING WITH MINIMUM 3/8 INCH PENETRATION, AND
GALVANIZED OR ZINC COATED NAILS FOR WOOD FRAMING WITH MINIMUM 3/4 INCH
PENETRATION. ATTACH BETWEEN STUDS INTO SHEATHING AS NEEDED TO SECURE
THE TRACK FLAT AGAINST THE WALL SURFACE. FOR SOLID SHEATHING ATTACH DIRECTLY
INTO SHEATHING AT 12 INCHES ON CENTER MAXIMUM.
3. BUTT SECTIONS OF STARTER TRACK TOGETHER. MITER CUT OUTSIDE CORNERS AND
ABUT. SNIP FRONT FLANGE OF ONE INSIDE CORNER PIECE (TO ALLOW EPS BOARD TO BE
SEATED INSIDE OF TRACK) AND ABUT.
4. INSTALL DRAINAGE TRACK AT OTHER EIF SYSTEM TERMINATIONS AS DESIGNATED ON
DETAIL DRAWINGS: ABOVE WINDOWS AND DOORS, AT FLOOR LINES, ABOVE ROOF ALONG
DORMERS OR GABLE END WALLS, AND BENEATH WINDOW SILLS WITH CONCEALED
FLASHING.
C. SPLICE STRIPS FOR DRAINAGE TRACK AND FLASHING:
1. DRAINAGE TRACK, WINDOW/DOOR HEAD FLASHING AND SIDE WALL STEP FLASHING:
INSTALL 2 INCH WIDE DIAGONAL SPLICE STRIPS OF DETAIL MESH AT ENDS OF HEAD
FLASHINGS. INSTALL MINIMUM 4 INCH WIDE SPLICE STRIPS OF DETAIL MESH BETWEEN
BACK FLANGE OF STARTER TRACK, HEAD FLASHINGS AND ROOF/SIDE WALL STEP FLASHING.
CENTER THE MESH SO IT SPANS EVENLY BETWEEN THE BACK FLANGE OF THE
DRAINAGE TRACK OR FLASHING AND THE SHEATHING. EMBED THE MESH IN THE WET
JOINT COMPOUND AND TROWEL SMOOTH.
2. APPLY WATERPROOF COATING OVER THE SPLICE STRIP WHEN THE JOINT COMPOUND IS
DRY.
D. BACKWRAPPING:
1. APPLY A STRIP OF DETAIL MESH TO THE DRY AIR/MOISTURE BARRIER AT ALL SYSTEM
TERMINATIONS (WINDOWS, DOORS, EXPANSION JOINTS, ETC.) EXCEPT WHERE THE
DRAINAGE TRACK IS INSTALLED. THE MESH MUST BE WIDE ENOUGH TO ADHERE
APPROXIMATELY 4 INCHES OF MESH ONTO THE WALL, BE ABLE TO WRAP
AROUND THE INSULATION BOARD EDGE AND COVER A MINIMUM OF 2 ½ INCHES ON
THE OUTSIDE SURFACE OF THE INSULATION BOARD. ADHERE MESH STRIPS TO THE
AIR/MOISTURE BARRIER AND ALLOW THEM TO DANGLE UNTIL THE BACKWRAP
PROCEDURE IS COMPLETED.
E. INSULATION BOARD:
1. APPLY ADHESIVE TO INSULATION BOARD BY METHOD ACCEPTABLE TO (OR
RECOMMENDED BY) FINISH SYSTEM MANUFACTURER.
2. MOUNT PREPARED INSULATION BOARD TO SUBSTRATE, AND TAMP BOARD WITH
UNIFORM PRESSURE TO PRODUCE FULL CONTACT AND BOND. USE STRAIGHT EDGE TO
ALIGN EDGES OF ADJACENT INSULATION BOARDS; ABUT ALL JOINTS TIGHTLY.
3. FOLLOW SYSTEM MANUFACTURER'S RECOMMENDATIONS REGARDING BOARD OFFSET
TO SUBSTRATE JOINTS, (MIN. 9 1/2") RUNNING BOND PATTERN AND STAGGERED AND/OR
INTERLOCKED JOINTS AND CORNERS.
4. FINISH SYSTEM INSTALLER SHALL VERIFY THAT MOUNTING METHOD OF INSULATION IS
ACCEPTABLE TO SUBSTRATE MATERIAL MANUFACTURER; CONFIRM IN WRITING TO
GENERAL CONTRACTOR, ARCHITECT AND OWNER. IF REVISED (DIFFERENT) MOUNTING
METHOD IS REQUIRED BY SUBSTRATE MATERIAL MANUFACTURER, THE FINISH
SYSTEM INSTALLER SHALL PROVIDE SAME AT NO ADDITIONAL COST TO OWNER.
5. INSTALL EXPANSION JOINTS AND OTHER REQUIRED ITEMS COMPLETELY EMBEDDED IN
MIXED ADHESIVE (OR OTHERWISE PER MANUFACTURER'S INSTRUCTIONS).
a. REBATES FOR SEALANT SHALL BE CUT IN BOARDS WHERE SHOWN ON DRAWINGS OR
WHEREVER THIS SYSTEM ABUTS ANOTHER SYSTEM OR MATERIAL IN A DIFFERENT
PLANE IF A TRIM ACCESSORY IS NOT CALLED FOR.
b. ACCESSORIES SHALL BE INSTALLED CONTINUOUSLY AND IN PERFECT ALIGNMENT, IN
DESIGNATED LOCATIONS, WITH A MINIMUM NUMBER OF JOINTS WHICH SHALL BE
TIGHTLY BUTTED.
c. INSULATION BOARD SHALL BE ACCURATELY CUT AS REQUIRED FOR INSTALLATION
AND FUNCTION OF TRIM ACCESSORIES, PARTICULARLY WHERE VENTING IS REQUIRED.
6. LET ADHESIVE DRY FOR RECOMMENDED TIME PERIOD. INSPECT INSULATION BOARD
FIELD F OR FLATNESS, REPAIR ANY DAMAGE OR DETERIORATION AND SAND DOWN ANY HIGH
AREAS TO PRODUCE LEVEL SURFACE. REMOVE ALL SANDING DUST PRIOR TO APPLYING
BASE COATING AND REINFORCING FABRIC.
SEE SHEET A607 FOR CONTINUATION
PART 3 _ EXECUTION
3.1 SURFACE CONDITIONS
A. THE MANUFACTURER'S REPRESENTATIVE AND THE INSTALLER SHALL MAKE A THOROUGH
INSPECTION OF THE SUBSTRATE PRIOR TO APPLICATION OF THE WALL FINISH SYSTEM. CONFIRM
SURFACE IS FLAT WITHIN 1/4 INCH WITHIN 10_FOOT RADIUS, MEASURED AT ANY POINT ON SUBSTRATE
SURFACE. SUBSTRATE TO BE CLEAN, DRY AND FREE OF FOREIGN MATERIAL. WRITTEN ACCEPTANCE
OF THE SUBSTRATE SHALL BE SENT TO THE OWNER, GENERAL CONTRACTOR AND ARCHITECT,
CONFIRMING THAT WARRANTY REQUIREMENTS HAVE BEEN SATISFIED (OR DESCRIBING ANY
NECESSARY CORRECTIONS NEEDED). COMMENCEMENT OF PLACEMENT OF FINISH SYSTEM SHALL BE
CONSTRUED AS ACCEPTANCE OF SUBSTRATE. ANY SUBSEQUENT CORRECTIONS TO THE SUBSTRATE
SHALL BE AT THE EXPENSE OF THE FINISH SYSTEM INSTALLER.
B. JOINTS, REBATES, DRIPS, REGLETS, AND OTHER DESIGN FEATURES SHALL BE LOCATED AND
CONSTRUCTED WHERE AND AS SHOWN ON DRAWINGS.
C. AFTER PRIMING AND PLACEMENT OF BACKER RODS, WHERE REQUIRED, JOINTS AND REBATES SHALL
BE FILLED WITH SEALANT.
D. CONTIGUOUS WORK OF OTHER TRADES SHALL BE PROTECTED AGAINST SPLATTERING RESULTING
FROM APPLICATION OF COATING AND SEALANT. THIS SUBCONTRACTOR SHALL BE RESPONSIBLE FOR
ANY DAMAGES TO SUCH WORK CAUSED BY HIS FAILURE TO PROVIDE ADEQUATE PROTECTIVE
MEASURES.
E. ALL FINISH WORK MUST MATCH APPROVED SAMPLES AND MOCK_UPS.
3.2 MIXING
A. MIXING OF ADHESIVE(S) AND OTHER FINISH MATERIALS SHALL BE IN STRICT ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
B. ADHESIVE:
1. FOR MIXING AND PREPARING ADHESIVE:
a. USE A CLEAN CONTAINER, FREE FROM ALL FOREIGN SUBSTANCE;
b. DO NOT USE A CONTAINER WHICH HAS BEEN USED FOR A PETROLEUM PRODUCT, OR WHICH
HAS BEEN CLEANED WITH A PETROLEUM PRODUCT;
c. IMMEDIATELY AFTER MIXING, CLEAN THE CONTAINERS AND MIXING EQUIPMENT.
2. USE TYPE OF MIXER AS RECOMMENDED BY MATERIAL MANUFACTURER.
3. STIR THE ADHESIVE PRIOR TO ADDING PORTLAND CEMENT.
4. MIX THE SPECIFIED PORTLAND CEMENT WITH THE SPECIFIED ADHESIVE IN A RATIO PER
MANUFACTURER'S INSTRUCTIONS.
5. DO NOT ADD RAPID BINDERS, ANTI_FREEZE, ACCELERATORS, OR ANY OTHER MATERIAL EXCEPT
AS SPECIFICALLY APPROVED BY THE MANUFACTURER OF THE FINISH SYSTEM.
6. KEEP CONTAINER(S) CLOSED WHEN NOT IN USE.
C. FINISH:
1. USING THE PROPER MIXER, THOROUGHLY MIX THE FACTORY_PREPARED FINISH MATERIAL UNTIL
A UNIFORMLY WORKABLE CONSISTENCY IS ATTAINED.
2. ADD THE SPECIFIED WATER ONLY AS REQUIRED TO ADJUST WORKABILITY, AND AS PER PACKAGE
INSTRUCTIONS.
3.3 APPLICATION
A. AIR/MOISTURE BARRIER:
1. PROTECT ROUGH OPENINGS, JOINTS AND PARAPETS: APPLY JOINT COMPOUND BY TROWEL OVER
ROUGH OPENINGS, SHEATHING JOINTS, INSIDE AND OUTSIDE CORNERS, AND TOPS OF
PARAPETS. IMMEDIATELY EMBED REINFORCING MESH IN THE WET JOINT COMPOUND AND
TROWEL SMOOTH. EMBED MINIMUM 4 INCH WIDE MESH AT SHEATHING JOINTS AND MINIMUM 9
INCH WIDE MESH AT ROUGH OPENINGS, INSIDE AND OUTSIDE CORNERS AND TOPS OF
PARAPETS - REFER TO DRYVIT INSTALLATION DETAILS FOR DETAILED INFORMATION ON PROPER
PROTECTION OF ROUGH OPENINGS AND SEQUENCING OF WORK AT ROUGH OPENINGS.
2. SPOT FASTENERS WITH JOINT COMPOUND.
3. APPLY WATERPROOF COATING BY ROLLER OVER SHEATHING SURFACE, INCLUDING THE DRY
JOINT COMPOUND, TO A UNIFORM WET MIL THICKNESS OF 10 MILS IN ONE COAT. USE ½ INCH
NAP ROLLER FOR PLYWOOD AND GYPSUM SHEATHING. USE ¾ INCH NAP ROLLER FOR GLASS MAT
FACED GYPSUM SHEATHING. PROTECT FROM WEATHER UNTIL DRY.
4. COORDINATE INSTALLATION OF CONNECTING AIR BARRIER COMPONENTS WITH OTHER TRADES
TO PROVIDE A CONTINUOUS AIR TIGHT MEMBRANE.
5. COORDINATE INSTALLATION OF FLASHING AND OTHER MOISTURE PROTECTION COMPONENTS
WITH OTHER TRADES TO ACHIEVE COMPLETE MOISTURE PROTECTION SUCH THAT WATER IS
DIRECTED TO THE EXTERIOR, NOT INTO THE WALL ASSEMBLY, AND DRAINED TO THE EXTERIOR AT
SOURCES OF LEAKS (WINDOWS, DOORS AND SIMILAR PENETRATIONS THROUGH THE WALL
ASSEMBLY).
NOTE: WINDOWS AND DOORS ARE TYPICALLY INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF
THE AIR/MOISTURE BARRIER AND WORK SHOULD BE SEQUENCED ACCORDINGLY. CONSULT WITH
WINDOW MANUFACTURER FOR INSTALLATION REQUIREMENTS TO MAINTAIN AIR BARRIER CONTINUITY
AND FOR HEAD, JAMB, SILL FLASHING AND PERIMETER SEALANT REQUIREMENTS.
B. DRAINAGE TRACK:
1. STRIKE A LEVEL LINE AT THE BASE OF THE WALL TO MARK WHERE THE TOP OF THE DRAINAGE
EPS INSULATION
(SEE NOTE 2)
DRYVIT DETAIL MESH®
WRAPPED TO BACKSIDE OF
EPS MIN. 51 MM (2")
DRYVIT DETAIL REINFORCING MESH
241 MM (9 1/2") X 305 MM (12") (TYP.)
(SEE NOTE 3)
DRAINAGE STRIP SET IN DABS OF
DRYVIT AP ADHESIVE
DRYVIT DEMANDIT® OR COLOR
PRIME™ ON SURFACES TO
RECEIVE SEALANT
DRYVIT FINISH
DRYVIT WATER-RESISTIVE BARRIER
COATING
DRYVIT ADHESIVE IN VERTICAL NOTCHED
TROWEL CONFIGURATION
DRYVIT DETAIL MESH® WRAPPED
TO BACKSIDE OF EPS MIN. 51 MM (2")
DRYVIT AQUAFLASH®
SYSTEM (SEE NOTE 2)
19 MM (3/4") MIN.DRYVIT BACKSTOP® NT-TEXTURE
OVER GRID TAPE™
SLOPE BOTTOM SURFACE
1:5 MIN. OUTWARD TO DRAIN
DRYVIT COMPATIBLE SEALANT
WITH CLOSED CELL BACKER ROD,
BY OTHERS (SEE NOTE 3)
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
EPS INSULATION BOARD
APPROVED SUBSTRATE
DRYVIT OUTSULATION PLUS MD SYSTEMBY
OTHERS
BY OTHERS
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL
CONFIGURATIONDRYVIT BACKSTOP NT-TEXTURE
OVER GRID TAPE
203 MM (8")
MIN.(SEE NOTES 2 AND 3)
MUST OVERLAP 203 MM (8")
MIN. (SEE ABOVE AND
NOTES 2 AND 3)
EPS INSULATION
BOARD
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT WATER-RESISTIVE
BARRIER COATING
APPROVED SUBSTRATE
APPROVED SUBSTRATE
DRYVIT ADHESIVE IN
VERTICAL NOTCHED TROWEL
CONFIGURATION
DRYVIT WATER-RESISTIVE
BARRIER COATING
DRYVIT BACKSTOP® NT-
TEXTURE
OVER GRID TAPE™
203 MM (8") MIN.
(SEE NOTES 2, 3 AND 4)
REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT FINISH
EPS INSULATION BOARD
DRYVIT OUTSULATION PLUS MD SYSTEM
ROOFING SYSTEM
ROOF FLASHING AND COUNTER
FLASHING, BY OTHERS
DRYVIT COMPATIBLE SEALANT
W/CLOSED CELL BACKER ROD
AND WEEP TUBES EVERY
610 MM (24") BY OTHERS.
OUTSULATION PLUS SYSTEM
DRYVIT AQUAFLASH® SYSTEM OR
DRYVIT BACKSTOP® NT-TEXTURE
OVER GRID TAPE™ (SEE NOTES 2 AND 3)
DRAINAGE STRIP SET IN DABS
OF DRYVIT AP ADHESIVE
(152 mm)
METAL COPING FLASHING
AT PARAPET WALL
DRYVIT OUTSULATION PLUS MD
SYSTEM
REGLET
(152 mm)
(102mm)
6"
4"
FLASHING SLEEVE
SHOWN IN EXPLODED VIEW
(102mm)
6"
4"
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-204
EIFSDETAILS
12" = 1'-0"A-204
4 EPS PREPARATION AT WALL PENETRATIONS
12" = 1'-0"A-204
3 HORIZONTAL JOINT- SUBSTRATE CHANGE
12" = 1'-0"A-204
2 INSIDE/OUTSIDE CORNERS
12" = 1'-0"A-204
1 TERMINATION AT PARAPET/WALL INTERSECTION
NOTE:
THESE DETAILS ON THIS SHEET ARE
GENERIC IN NATURE AND DOES NOT
REPRESENT EXACT CONDITIONS AND
INTENT OF THE ARCHITECT WITH
REFERENCE TO PROJECT DOCUMENTS.
REFER TO PROJECT PLANS AND DETAILS
FOR EXACT CONDITIONS

10. CONTINUED FROM SHEET A606
F. COATING AND REINFORCING FABRIC:
1. DO NOT APPLY BASE COATING AND FABRIC TO ANY INSULATION BOARD WITH YELLOWING OF SURFACE
EVIDENT.
2. USING PROPER TOOL, APPLY A UNIFORM COAT OF THE MIXED ADHESIVE TO THE FACE OF THE INSULATION
BOARD PER INSTRUCTIONS. INSTALL ACCORDING TO ASTM PS49_96, MINIMUM 1/16TH DRY
THICKNESS.
3. IMMEDIATELY THEREAFTER, PLACE THE SPECIFIED REINFORCING FABRIC AGAINST THE FRESH COATING
AND TROWEL THE FABRIC INTO THE COATING.
a. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR FABRIC LAPS (MIN. 2 1/2"), CORNERS, EDGES, ETC.
INSTALL DIAGONAL MESH AT CORNERS OF OPENINGS.
b. PERMIT NO FABRIC WRINKLES;
c. COMPLETELY EMBED THE FABRIC INTO THE COATING.
G. MOULDINGS AND PROJECTING AESTHETIC FEATURES:
PROVIDE MANUFACTURER'S RECOMMENDED BASE FLASHING AND DETAIL MESH ON EXPOSED TOP SURFACES
OF PARAPETS, TRIM, AND OTHER PROJECTING ARCHITECTURAL FEATURES AS RECOMMENDED BY
MANUFACTURER.
H. FINISH:
1. DO NOT COMMENCE APPLICATION OF FINISH UNTIL COATING AND REINFORCING FABRIC LAYERS HAVE
ACHIEVED RECOMMENDED DRYNESS, SET AND/OR CURED STATE. CONFIRM BASE COATING IS FREE OF
IRREGULARITIES AND FOREIGN MATERIAL.
2. MIX THE FINISH COAT MATERIAL PER MANUFACTURER'S INSTRUCTIONS.
3. USING PROPER TOOL, APPLY A TIGHT COAT OF THE SPECIFIED FINISH MATERIAL DIRECTLY TO THE
REINFORCED BASE COATING.
a. APPLY AND LEVEL DURING THE SAME OPERATION TO THE NECESSARY THICKNESS CONSISTENT WITH
UNIFORM COVERAGE AND TEXTURE REQUIREMENTS.
b. APPLY AND TEXTURE IN A CONTINUOUS OPERATION OVER A WALL SURFACE.
c. WORK TO CORNERS AND JOINTS, NOT ALLOWING FINISH MATERIAL TO SET UP WITHIN A DISTINCT WALL
OR PANEL AREA. MAINTAIN WET EDGE TO PREVENT COLD JOINTS.
d. USE SUFFICIENT STAGING AND PERSONNEL TO ACCOMPLISH A UNIFORM APPEARANCE, WITHOUT COLD
JOINTS, SCAFFOLDING LINES, ETC. SCREEN WORK AREA (OR ADJUST WORK SCHEDULE) TO AVOID
DIRECT SUNLIGHT ON SECTION(S) BEING WORKED ON.
4. WORK THE FINISH MATERIAL TO ACHIEVE (MATCH) THE SELECTED OR INDICATED TEXTURE.
J. APPLICATION OF THE WALL FINISH SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. IF DISCREPANCIES EXIST BETWEEN THE MANUFACTURER'S RECOMMENDATIONS AND THE
CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT IN WRITING FOR HIS RESOLUTION PRIOR TO THE
APPLICATION.
K. COMPLETED SURFACES, IN ANY PLANE, WHICH ARE DETERMINED TO BE NOT LEVEL, OR OUT OF PLUMB IN
EXCESS OF ALLOWABLE TOLERANCES, OR WHICH OTHERWISE EXHIBIT POOR WORKMANSHIP, SHALL BE
REMOVED AND REPLACED AT THE EXPENSE OF THE CONTRACTOR.
1. IF REMOVAL OF THE PLASTER COATING REVEALS DEFECTS IN THE PANELIZED BACKING, THE SHEATHING
BACKING, AND/OR THE SUPPORTING FRAMING THEREFORE, THE AFFECTED COMPONENTS SHALL
LIKEWISE BE REMOVED AND REPLACED, REGARDLESS OF WHICH SUBCONTRACTOR WAS RESPONSIBLE
FOR THEIR INITIAL INSTALLATION. THE ARCHITECT OR OWNER WILL DETERMINE THE EXTENT OF THIS
REMEDIAL WORK.
L. COMPLETED SURFACES DISTURBED BY CUTTING DURING SUBSEQUENT CONSTRUCTION OPERATIONS, OR
DURING WORK BY CONTRACTORS EMPLOYED BY OWNER (SUCH AS FOR INSTALLATION OF BUILDING
SIGNAGE) SHALL BE PATCHED AS NECESSARY TO RESTORE THE INTEGRITY OF THE SYSTEM.
3.4 JOB CONDITIONS
A. APPLICATION OF THE SYSTEM SHALL NOT TAKE PLACE DURING INCLEMENT WEATHER UNLESS APPROPRIATE
PROTECTION IS EMPLOYED.
B. INSTALLATION OF MATERIALS WHEN THE TEMPERATURE IS LESS THAN 40 DEGREES F SHALL TAKE PLACE ONLY
IF SUPPLEMENTARY HEAT IS PROVIDED AND MAINTAINED AFTER APPLICATION OF THE WET MATERIALS AS
REQUIRED BY THE EIFS MANUFACTURER. SUFFICIENT VENTILATION AND TIME SHALL BE PROVIDED TO ENSURE
THAT MATERIALS HAVE SUFFICIENTLY DRIED PRIOR TO REMOVING SUPPLEMENTAL HEAT.
3.5 CLEAN UP
A. MATERIALS LEFT OVER BY THE INSTALLER AT THE JOBSITE SHALL BE REMOVED. THE INSTALLER SHALL CLEAN
ADJACENT MATERIALS AND SURFACES, AND THE WORK AREA, OF ALL FOREIGN MATERIALS RESULTING FROM THIS
WORK.
1. DURING THE PROGRESS OF THE WORK, ALL DISCARDED MATERIALS, RUBBISH, CONTAINERS AND RAGS
SHALL BE REMOVED FROM THE AREA DAILY.
2. WHEN ALL WORK IS COMPLETE, TEMPORARY PROTECTIVE COVERINGS SHALL BE REMOVED FROM
CONTIGUOUS FINISHED SURFACES. ALL SOILED AREAS OF SUCH WORK SHALL BE CLEANED,
RESTORED, AND/OR REPAIRED IF DAMAGED DURING APPLICATION OF FINISH SYSTEMS, BUT CARE MUST
BE TAKEN TO AVOID SCRATCHING OR OTHERWISE MARRING THE FINISH SYSTEM SURFACES AT
THIS TIME.
B. PROTECTION:
1. WARNING SIGNS SHALL BE PROVIDED AS REQUIRED TO PROTECT THE FINISH COATING.
2. UPON COMPLETION OF THE WORK, THE SUBCONTRACTOR SHALL ADVISE THE CONTRACTOR OF PROPER
PROCEDURES FOR SURVEILLANCE AND PROTECTION OF THE COMPLETED WORK DURING THE
REMAINDER OF CONSTRUCTION OPERATIONS.
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL CONFIGURATION
DRYVIT WATER-RESISTIVE BARRIER
COATING
EPS INSULATION BOARD
DRYVIT BASE COAT
DRYVIT FINISH
DRYVIT BASE COAT
DRYVIT REINFORCING MESH
DRAINAGE STRIP (SEE NOTES 2 AND
3)
APPROVED SUBSTRATE
DRYVIT OUTSULATION PLUS MD
SYSTEM
BY
OTHERS
DRYVIT WATER-RESISTIVE BARRIER COATING
19 MM (3/4") MIN.
OPTIONAL SECONDARY SEAL, BY OTHERS
OPTIONAL SECONDARY SEAL, BY OTHERS
DRYVIT AQUAFLASH® SYSTEM
(SEE NOTE 2)
DRYVIT DEMANDIT® OR COLOR PRIME™
ON SURFACES TO RECEIVE SEALANT
DRYVIT COMPATIBLE SEALANT WITH
CLOSED CELL BACKER ROD, BY OTHERS
(SEE NOTE 3)
APPROVED SUBSTRATE
DRYVIT DETAIL MESH® WRAPPED
TO BACKSIDE OF EPS MIN. 51 MM (2")
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
EPS INSULATION
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL CONFIGURATION
DRYVIT FINISH
19 MM (3/4") MIN.
DRYVIT DEMANDIT OR COLOR PRIME
ON SURFACES TO RECEIVE SEALANT
DRYVIT ADHESIVE IN VERTICAL
NOTCHED TROWEL CONFIGURATION
DRYVIT BACKSTOP NT-TEXTURE
OVER GRID TAPE
MUST OVERLAP 203 MM (8")
MIN. (SEE ABOVE AND
NOTES 2 AND 3)
EPS INSULATION BOARD
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT WATER-RESISTIVE
BARRIER COATING
APPROVED
SUBSTRATE
19 MM (3/4") MIN.
DRYVIT BACKSTOP® NT-TEXTURE
OVER GRID TAPE™
DRAINAGE STRIP SET IN DABS
OF DRYVIT AP ADHESIVE
(SEE NOTE 2)
DRYVIT FINISH
EPS INSULATION BOARD
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
APPROVED SUBSTRATE
DRYVIT ADHESIVE IN
VERTICAL NOTCHED TROWEL
CONFIGURATION
BY
OTHERS
DRYVIT
OUTSULATION
PLUS MD
SYSTEM
DRYVIT WATER-RESISTIVE
BARRIER COATING
DRYVIT DETAIL MESH® WRAPPED
TO BACKSIDE OF EPS MIN. 51 MM (2")
DO NOT PLUG DRAINAGE
STRIP WITH BASE COAT
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-205
EIFSDETAILS
12" = 1'-0"A-205
4 COMPONENT ASSEMBLY DETAIL
12" = 1'-0"A-205
3 PENETRATIONS
12" = 1'-0"A-205
1 INSIDE CORNERS
12" = 1'-0"A-205
2 TERMINATION AT SOFFIT/FASCIA INTERSECTION
NOTE:
THESE DETAILS ON THIS SHEET ARE
GENERIC IN NATURE AND DOES NOT
REPRESENT EXACT CONDITIONS AND
INTENT OF THE ARCHITECT WITH
REFERENCE TO PROJECT DOCUMENTS.
REFER TO PROJECT PLANS AND DETAILS
FOR EXACT CONDITIONS

11. FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
E
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
FGH CDJK
CORRIDOR
397
CORRIDOR
207
BREAKFAST
AREA
006
CORRIDOR
015
?
?
VENDING
019
CORRIDOR
497
5'-0"8'-8"8'-8"8'-8"11'-4"
42'-4"
A-303
1
A-303
1
OPP.
DOUBLE QUEEN
421
DOUBLE QUEEN
321
DOUBLE QUEEN
221
DOUBLE QUEEN
420
DOUBLE QUEEN
320
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-301
BUILDINGSECTIONS
THRUGUESTROOMS
1/4" = 1'-0"A-301
1 BUILDING SECTION

12. FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
B A
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
C
VESTIBULE
001
14'-0"8'-8"11'-4"
T/ PARAPET 4
51' - 4"
4"
T. O. PIER
A-305
6
A-306
2
A-306
2
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
1 2 3
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 2
46' - 0"
CORRIDOR
497
CORRIDOR
397
CORRIDOR
207
CORRIDOR
044
8'-8"8'-8"8'-8"8'-8"11'-4"
T/ PARAPET 3
46' - 10"
A-305
5
A-306
2
A-306
2
A-306
3
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-302
BUILDINGSECTIONS
THRUPORTE
COCHERE&
CORRIDOR
1/4" = 1'-0"A-302
1 ENTRANCE CANOPY SECTION1/4" = 1'-0"A-302
2 BUILDING SECTION THROUGH END WALL

13. FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
E
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
5'-0"8'-8"8'-8"8'-8"11'-4"
42'-4"
A-304
1
A-304
5
A-304
5
A-304
8
A-304
11
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
20
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
T/ PARAPET 1
42' - 4"
FOUNDATION TOP
-3' - 6"
11'-4"8'-8"8'-8"8'-8"5'-0"
A-304
6
A-304
6
A-304
9
A-304
12
A-304
2
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
E
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
FOUNDATION TOP
-3' - 6"
T/ PARAPET 2
46' - 0"
8'-8"8'-8"8'-8"8'-8"11'-4"
A-304
13
A-304
10
A-304
7
A-304
7
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 4"
THIRD FLOOR
20' - 0"
FOURTH FLOOR
28' - 8"
ROOF
37' - 4"
C D
11'-4"8'-8"8'-8"8'-8"9'-6"
REFER TO STRUCTURAL
DRAWINGS FOR CONCRETE
FOUNDATION AND FOOTING
DETAILS
T/ PARAPET 3
46' - 10"
A-304
11
A-306
4
A-306
2
A-306
2
A-305
6
OPP.
SIM.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-303
EXTERIORWALL
SECTIONS
3/8" = 1'-0"A-303
1 WALL SECTION 1
3/8" = 1'-0"A-303
2 WALL SECTION 2
3/8" = 1'-0"A-303
3 WALL SECTION 3
3/8" = 1'-0"A-303
4 WALL SECTION 4

14. 1'-7"
STL. BEAM - SEE
STRUCT. PLANS
CEILING: E.I.F.S.
COATING ON 5/8"
DENS-GLASS
SHEATHING
1 1/2" 22 GA.
GALV. TYPE 'B'
MTL.
DECK
2" POLYISO INSUL.
SLOPED TO
DRAIN
FULLY ADHERED EPDM
ROOF MEMBRANE
LIGHT GA.
CEILING
FRAMING BY
STUD MANUF.
3/4' EXTERIOR
QUALITY FRT.
PLYWOOD
SHEATHING
EXTEND EPDM OVER
PRE-FINISHED
METAL
FACIA
L6X6X5/16 EDGE ANGLE
WELDED TO
BEAM
RECESSED LINEAR LED
FIXTURE AND DIFFUSER
BY HAMPTON
APPROVED VENDOR
1/2"
1'-2" 1'-7"
111/2"
1"
31/2"3"
SLOPE TO
DRAIN
T/STL. BEAM
16'-9"
B/CEILING
14'-6"
3"
11/2"
1'-0"41/2"
R2'-0"
METAL STUD FRAMING
ON 16" O.C. BY STUD
MANUF.
T/PARAPET
18'-7"
2'-4"
3"X8" VENT @ 48"
O.C.W/BIRD AND
INSECT SCREEN
B/COFFIT
14'-0"
3/4"
83/4"
3/4"
33/4"
7"
F.O.S
7" 7"
13/4"
6"
1"
1"
1"
33/64"
6"
1"
1"
1"
33/64"
21/2" 21/2"
2'-4"
F.O. EIFS
2'-5"
F.O. BRICK
2'-4"
F.O. FND. WALL
VENEER BRICK
MORTER NET
WEEP HOLE
METAL FLASHING
ACCESSIBLE DRIVEWAY
PAVING
4" SCREED
CONC. PIER - SEE
STRUCTURAL PLANS
MASONRY TIE, TWO
ON EACH SIDE @ 16"
O.C.
E.I.F.S. BAND
F.R.T. WD.
BLOCKING
E.I.F.S. ON 1 1/2"
POLYISO INSUL.
BOARD
3 5/8" METAL
STUD @ 16"
O.C.1/2"
DENS-GLASS
SHEATHINGBUILDING PAPER
T/1ST FLOOR SLAB
0'-0"
4"
T/BRICK
8'-4"
VENEER BRICK: SEE WALL
TYPES AND EXTERIOR
COLOR/MATERIAL
SCHEDULE
MORTER NET
BASE FLASHING W/WEEP
HOLES @ 24" O.C.
TYPICAL SLAB
CONSTRUCTION: SEE
FOUNDATION PLAN
1/2" PREMOLDED
EXPANSION FILLER ON
BACKER
BOARD
2" THICK RIGID
POLYSTYRENE INSULATION
(R-10) BACK OF
FOUNDATION WALL.
SEE FOUNDATION PLANS FOR
FND./FOOTING INFORMATION
SEE CIVIL
ENGINEER'S DWG.
FOR FINAL GRADE
ELEVATION
2'-0"
2'-0"
1/2" 2"
1/2"
1/2"
3/4"
2"
3/4"
63/4"
83/4"
VENEER BRICK: SEE
EXTERIOR
COLOR/MATERIAL
SCHEDULE
E.I.F.S. BAND
T/CONC. SLAB
0'-0"
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
E.I.F.S. APPLICATION - SEE
WALL TYPE AND EXTERIOR
COLOR/MATERIAL SCHEDULE
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
E.I.F.S. APPLICATION - SEE
WALL TYPE AND EXTERIOR
COLOR/MATERIAL
SCHEDULE
CONTROL JOINT
CONTROL JOINT
T/P.C. PLANK
11'-4"
SEE WALL TYPE 3h FOR
WALL CONSTRUCTION
WALL TYPE 1b
1/2"
T/P.C. PLANK
THIRD FLOOR: 20'-0"
FOURTH FLOOR: 28'-8"
T/P.C. PLANK
37'-4"
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
2" THICK RIGID
POLYSTYRENE INSULATION
(R-10) BACK OF
FOUNDATION WALL.
SEE FOUNDATION PLANS FOR
FND./FOOTING INFORMATION
2'-0"
2'-0"
TYPICAL SLAB
CONSTRUCTION: SEE
FOUNDATION PLAN
1/2" PREMOLDED
EXPANSION FILLER ON
BACKER
BOARD
MORTER NET
BASE FLASHING W/WEEP
HOLES @ 24" O.C.
SEE CIVIL
ENGINEER'S DWG.
FOR FINAL GRADE
ELEVATION
1/2"
T/CONC. SLAB
0'-0"
VENEER BRICK: SEE WALL
TYPES AND EXTERIOR
COLOR/MATERIAL
SCHEDULE
13/4"
1/2"
3/4"
3/4"
2"
3/4"
63/4"
VENEER BRICK: SEE
EXTERIOR
COLOR/MATERIAL
SCHEDULE
E.I.F.S. BAND
CONTROL JOINT
T/P.C. PLANK
11'-4"
WALL TYPE 1a
E.I.F.S. APPLICATION - SEE
WALL TYPE AND EXTERIOR
COLOR/MATERIAL SCHEDULE
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
E.I.F.S. APPLICATION - SEE
WALL TYPE AND EXTERIOR
COLOR/MATERIAL
SCHEDULE
CONTROL JOINT
DOWEL ANCHOR PINS
BY P.C. MANUF.
FULLY GROUTED
CLOSURE COURSE
DOWEL ANCHOR PINS
BY P.C. MANUF.
FULLY GROUTED
CLOSURE COURSE
DOWEL ANCHOR PINS
BY P.C. MANUF.
CONTROL JOINT
SEE WALL TYPE 2a, 2e FOR
WALL CONSTRUCTION
T/P.C. PLANK
37'-4"
BOND BEAM PER
STRUCT. SPEC.
2" THICK RIGID
POLYSTYRENE INSULATION
(R-10) BACK OF
FOUNDATION WALL.
SEE FOUNDATION PLANS FOR
FND./FOOTING INFORMATION2'-0"
2'-0" RIGID INSUL.
VENEER BRICK: SEE WALL
TYPES AND EXTERIOR
COLOR/MATERIAL
SCHEDULE ON SHEET A-201
BASE FLASHING W/WEEP
HOLES @ 24" O.C.
SEE CIVIL
ENGINEER'S DWG.
FOR FINAL GRADE
ELEVATION
MASONRY TIE: SEE
STRUCTURAL NOTES
RIGID INSULATION
BOARD. SEE WALL
TYPE
1/2"
T/CONC. SLAB
0'-0"
MORTER NET
SEE WALL TYPE 4a FOR
WALL CONSTRUCTION
SEE WALL TYPE 1b FOR
WALL CONSTRUCTION
SEE WALL TYPE 1a FOR
WALL CONSTRUCTION
SEE WALL TYPE 2a, 2e
FOR WALL CONSTRUCTION
SEE WALL TYPE 2a, 2e
FOR WALL CONSTRUCTION
SEE WALL TYPE 3h FOR
WALL CONSTRUCTION
TYPICAL SLAB
CONSTRUCTION: SEE
FOUNDATION PLAN
1/2" PREMOLDED
EXPANSION FILLER ON
BACKER
BOARD
13/4"
2"
3/4"
2"
3/4"
63/4"
1/2"
1/2"
2"
1/2"
T/P.C. PLANK
11'-4"
VENEER BRICK: SEE
EXTERIOR
COLOR/MATERIAL
SCHEDULE
E.I.F.S. BAND
CONTROL JOINT
WALL TYPE 1a
E.I.F.S. APPLICATION -
SEE WALL TYPE AND
EXTERIOR
COLOR/MATERIAL
SCHEDULE
1/2"
1/2"
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
SEE WALL TYPE 4a FOR
WALL CONSTRUCTION
CONTROL JOINT
E.I.F.S. APPLICATION -
SEE WALL TYPE AND
EXTERIOR
COLOR/MATERIAL
SCHEDULE
T/P.C. PLANK
THIRD FLOOR: 20'-0"
T/P.C. PLANK
THIRD FLOOR: 20'-0"
FOURTH FLOOR: 28'-8" FOURTH FLOOR: 28'-8"
SIM.
3
A-305
3
A-305
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
DOWEL ANCHOR PINS
BY P.C. MANUF.
FULLY GROUTED
CLOSURE COURSE
SEE WALL TYPE 2a, 2e
FOR WALL CONSTRUCTION
CONTROL JOINT
E.I.F.S. APPLICATION -
SEE WALL TYPE AND
EXTERIOR
COLOR/MATERIAL
SCHEDULE
T/P.C. PLANK
THIRD FLOOR: 20'-0"
FOURTH FLOOR: 28'-8"
2'-1"
F.O. SHTNG.
STL. BEAM - SEE
STRUCT. PLANS
1 1/2" 22 GA.
GALV. TYPE 'B'
MTL.
DECK
2" POLYISO INSUL.
SLOPED TO
DRAIN
FULLY ADHERED EPDM
ROOF MEMBRANE
LIGHT GA. CEILING
FRAMING @ 16"
O.C. BY STUD
MANUF.
B/CEILING
14'-6"
EXTEND EPDM OVER
PRE-FINISHED
METAL
FACIA
1'-2" 1'-7"
111/2"3"
T/STL. BEAM
16'-9"
3"
11/2"
1'-0"41/2"
R2'-0" 3/4' EXTERIOR
QUALITY FRT.
PLYWOOD
SHEATHING
L6X6X5/16 EDGE ANGLE
WELDED TO
BEAM
METAL STUD FRAMING
ON 16" O.C. BY STUD
MANUF.
1"
31/2"
RECESSED LINEAR LED
FIXTURE AND DIFFUSER BY
HAMPTON APPROVED
VENDOR
CEILING: E.I.F.S.
COATING ON 5/8"
DENS-GLASS
SHEATHING
T/PARAPET 1
42'-4"
T/PARAPET 1
42'-4"
1'-2"
1'-7"
6"
1'-10" 6"
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-304
DETAILWALL
SECTIONS
1" = 1'-0"A-304
1 ROOF DECK SECTION
1" = 1'-0"A-304
2 ROOF DECK SECTION
1" = 1'-0"A-304
3 FAUX COLUMN AT CMU WALL
1" = 1'-0"A-304
4 PARAPET 5 SECTION OVER PORTE COCHERE
1" = 1'-0"A-304
5 WALL SECTION AT TYPICAL FLOOR
1" = 1'-0"A-304
6 WALL SECTION AT TYPICAL FLOOR
1" = 1'-0"A-304
7 FAUX COLUMN AT STUD WALL
1" = 1'-0"A-304
8 WALL SECTION AT SECOND FLOOR
1" = 1'-0"A-304
9 WALL SECTION AT SECOND FLOOR
1" = 1'-0"A-304
10 FAUX COLUMN SECTION AT SECOND FLOOR
1" = 1'-0"A-304
11 WALL SECTION AT FIRST FLOOR
1" = 1'-0"A-304
12 WALL SECTION AT FIRST FLOOR
1" = 1'-0"A-304
13 FAUX COLUMN SECTION AT FIRST FLOOR
1" = 1'-0"A-304
14 PIER SECTION AT PORTE COCHERE

15. 3'-2"
5"5'-9"PARAPET2
5'-9"PARAPET3
1'-2"
SLOPE TO
DRAIN
4'-6"
2'-0"
10'-1"
3/4' EXTERIOR QUALITY
FRT. PLYWOOD
SHEATHING
63/4"
3/4"
2"
3/4"
1/2"
2"
1/2"
11/4"
T/2ND FLOOR
11'-4"
13/4"
POLYISO RIGID
INSUL. (R-25)
FULLY ADHERED
EPDM MEMBRANE
LIGHT GAGE METAL
JOIST @ 24" O.C..
SEE STRUCTURAL
PLANS
EPDM PROFILE33/4" 71/2"
F.O.S.
STRUCTURAL BEAM -
SEE STRUCTURAL
PLANS
PRE-CAST CONCRETE
PLANK - SEE
STRUCTUAL
PLANS
PREFINISHED
METAL
COPING
63/4"
3/4"
2"
3/4"
1/2"
2"
1/2"
11/4"
T/2ND FLOOR
11'-4"
13/4"
POLYISO RIGID
INSUL. (R-25)
FULLY ADHERED
EPDM MEMBRANE
EPDM PROFILE 33/4"71/2"
F.O.S.
STRUCTURAL BEAM
- SEE STRUCTURAL
PLANS
PRE-CAST
CONCRETE PLANK -
SEE STRUCTUAL
PLANS
PREFINISHED
METAL COPING
3/4' EXTERIOR QUALITY FRT.
PLYWOOD SHEATHING
EXTEND EPDM OVER
PRE-FINISHED
METAL COPING
EIFS PROFILE
T/ROOF DECK
37' 4"
1 1/2" MIN. E.I.F.S.
3 5/8" METAL
STUD @ 24" O.C.
1/2" DENS-GLASS
SHEATHING
V-REVEAL
KICKER STUD
FRAMING @ 24"
O.C.
3/4" FRT
PLYWOOD DECK
FULLY ADHERED EPDM
ROOF MEMBRANE
POLYISO RIGID
INSUL. (R-25)
FRT WOOD BLOCKING
BATT INSUL.
(R-25)
PR-CAST CONCRETE
PLANK - SEE
STRUCTURAL PLANS
PARAPET FRAMING
BY LIGHT GAGE
STUD MANUF.
63/4"
3/4"
2"
3/4"
1/2"
2"
1/2"
125/32"
T/2ND FLOOR
11'-4"
T/PARAPET
9"2"5"
5"
1"
SLOPE
E.I.F.S. APPLICATION -
SEE EXTERIOR
COLOR/MATERIAL
SCHEDULE
1"
T/P.C. PLANK
37'-4"
600S137-43 (33 ksi)
METAL STUD @ 24"
O.C., BRACED
3/4" PLYWOOD
EPDM FLASHING
MEMBRANE
T/PARAPET 1
42'-4"
EXTEND EPDM
FLASHING MEMBRANE
OVER PARAPET
POLYISO INSUL.
(R-25)
FRT WOOD
BLOCKING
BATT INSUL.
(R-25)
2'-6"
KICKER STUD
FRAMING @ 24"
O.C.
3/4" FRT
PLYWOOD
DECK
FULLY ADHERED EPDM
ROOF MEMBRANE
CHANNEL FASTENER
TO DECK BY STUD
MANUF.
CHANNEL FASTENER
TO DECK BY STUD
MANUF.
CHANNEL FASTENER
TO DECK BY STUD
MANUF.
CHANNEL FASTENER
TO DECK BY STUD
MANUF.
600S137-43 (33 ksi)
METAL STUD @ 24" O.C.,
BRACED
5
A-103
3
A-103
OPP.
3
A-103
5
A-103
9
A-103
9
A-103
10
A-104
OPP.
10
A-104
11
A-104
11
A-104
OPP.
3
A-103
SIM.
4
A-103
MODULAR ARCHITECTURAL
UPLIGHT BY HAMPTON
SELECTED VENDOR.
FRT. BACKUP BLOCKINGS
AS REQD - VERIFY.
2'-2"
EQ.
2'-0"
T/ROOF DECK
37' 4"
1 1/2" MIN. E.I.F.S.
3 5/8" METAL
STUD @ 24" O.C.
1/2" DENS GLASS
SHEATHING
V-REVEAL
KICKER STUD
FRAMING @ 24"
O.C.
3/4" FRT PLYWOOD
DECK
FULLY ADHERED EPDM
ROOF MEMBRANE
POLYISO RIGID
INSUL. (R-25)
FRT WOOD
BLOCKING
BATT INSUL.
(R-25)
PR-CAST CONCRETE
PLANK - SEE
STRUCTURAL PLANS
T/PARAPET 4
51'-4"
CHANNEL FASTENER TO
DECK BY STUD MANUF.
CHANNEL FASTENER
TO DECK BY STUD
MANUF.
600S137-43 (33 ksi)
METAL STUD @ 24"
O.C., BRACED
10
A-104
11
A-104
MODULAR
ARCHITECTURAL
UPLIGHT BY HAMPTON
SELECTED VENDOR.
FRT. BACKUP BLOCKINGS
AS REQD - VERIFY.
EQ.
8'-8"PARAPET2
9'-6"PARAPET3
3/4"
11/2"11/2"
11/2"5"11/2"
11/2"11/2"
FRT. PROFILE
BLOCKINGS AS REQD.
BY EIFS MANUF.
3/4"
11/2" 11/2"
11/2"5"11/2"
11/2" 11/2"
FRT. PROFILE
BLOCKINGS AS REQD.
BY EIFS MANUF.
1'-4"
R5'-4"
3'-2"
5"
3/4' EXTERIOR QUALITY FRT.
PLYWOOD SHEATHING
EXTEND EPDM OVER
PRE-FINISHED
METAL COPING
EIFS PROFILE
PARAPET FRAMING
BY LIGHT GAGE
STUD MANUF.
1'-4"
R5'-4"
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-305
DETAILWALL
SECTIONS
1" = 1'-0"A-305
5 PARAPET 2 SECTION
1" = 1'-0"A-305
6 PARAPET 3 AND PARAPET 4 SECTION
1" = 1'-0"A-305
4 ROOF SECTION OVER POOL ROOM
1" = 1'-0"A-305
1 ROOF EDGE SECTION OVER VESTIBULE
1" = 1'-0"A-305
2 ROOF EDGE SECTION OVER POOL ROOM
1" = 1'-0"A-305
3 PARAPET 1 SECTION

16. BOND BEAM
PRECAST
CONCRETE PLANK
SIM.
SIM.
EXTEND EPDM
ROOFING OVER
FRT WD. BLOCKINGS
C-10 JOIST FASTENED TO
STL. ANGLE
PLANK SUPPORT ANGLE -
SEE STRUCTURAL PLANS
PRE-CAST CONCRETE
PLANK: SEE STRUCTURAL
PLANS
L6X6X3/8 BOLTED W/ 1
2"
DIA BOLTS TO C-10
JOIST @ 16" O.C.
1"X1" RAIN DRIP
METAL FLASHING
WEEP HOLE
MORTER NET
INSULATED ALUMINUM
PANEL BY STOREFRONT
WINDOW MANUF.
PROVIDE EXTRIOER
LOUVER TO MATCH
PTAC BASED
WINDOWS
VENEER BRICK: SEE
EXTERIOR
COLOR/MATERIAL
SCHEDULE
ALUMINUM WINDOW -
SEE WINDOW
SCHEDULE
DRIP EDGE
SEE WALL TYPE 4a
FOR WALL
CONSTRUCTION
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
CONDENSATE DRAIN
SYSTEM - SEE
PLUMBING
DRAWINGS
WALL JOINT DETAIL
SEE WALL TYPE --
FOR WALL
CONSTRUCTION
PTAC LOUVER -
MATCH WINDOW
FINISH
ALUMINUM WINDOW -
SEE WINDOW
SCHEDULE
PTAC UNIT - SEE
MECHANICAL PLANS
FLAT SURFACE
PRECAST PLANK
EDGE
PRE-CAST CONCRETE
PLANK: SEE
STRUCTURAL PLANS
SLOPE
1
4 IN 12
F.R.T. WD.
BLOCKINGS
CONT. SEALANT
CONT. CLEAT
PREFINISHED METAL
ROOF EDGE COPING
LAP SEALANT -
CONT.
GROUT CAVITIES
MINIMUM 3"
POLYISO
INSULATION
EPDM
COUNTERFLASHING
ON MASTIC BED
ALUMINUM GUTTER
W/DOWNSPOUT
EXTEND EPDM
ROOFING OVER
1b
3j
3j
1b
SIM.
A-103
3
1 1/2"
3"AIRGAP
4 1/2"
63/4"
3/4"
2"
3/4"
3/4"
1/2"
2"
1/2"
13/4"
1 1/2"
41/2"MAX.
3"MIN.
1/2"3/4"
1 1/2"
1 1/2" 3 5/8"
13/4"
1/2"
2"
1/2"
3/4"2"
3/4"63/4"
E.I.F.S. BAND
BACKSTOP NT AIR
& WATER BARRIER
INSUL. GUARD
BATT/BLOWN
INSULATION (R-40)
E.I.F.S.
APPLICATION
OVER 5
8"
SHEETROCK
C-8 CEILING JOIST
@ 16" O.C.
SHEET NUMBER:
SHEETTITLE:REVISIONS
NO.DESCRIPTIONDATEBY
A-306
DETAILWALL
SECTIONS
1" = 1'-0"A-306
1 WINDOW HEAD SECTION - FOURTH FLOOR
1" = 1'-0"A-306
2 TYPICAL WINDOW HEAD/SILL SECTION
1" = 1'-0"A-306
3 EXTERIOR SOFFIT SECTION
1" = 1'-0"A-306
4 ROOF SECTION OVER BREAKFAST AREA
1" = 1'-0"A-306
5 ROOF SECTION OVER BREAKFAST AREA

17. 5 6 7 8 8.5 9 10 10.5 11 12 13
E
B
F
G
H
1
A-301
4
A-303
/MATCHLINEREFERTO1A-402
DOUBLE QUEEN
106
MANAGER
042
WORK AREA
041
COMPUTER/ PBX
039
BUS CENTER
040
VESTIBULE
001
MAIN LOBBY
002
BREAKFAST
AREA
006
SUITE SHOP
005
MECH
004a
STOR.
023
MECH.
033
EMPLOYEE
BREAK ROOM
031
LINEN STORE
030
DRYER
029
LAUNDRY
027
ELEV. EQUIP. RM.
026
MECH.
022a
MEETING ROOM
020
CLOSET
021
C
D
J
K
FRONT
DESK
003
BACK OFFICE
004
ELEV. LOBBY
022
CART STAND
028
MTG. RM STOR.
018
VENDING
019
CORRIDOR
015
CORRIDOR
044
6'-61/16"6'-101/2"
4'-10 7/16" 7'-4 1/2"
23'-103/4"
12'-5 3/16"
12'-3"
10'-33/4"8'-43/4"8'-21/4"
SPRINKLER
ROOM
034
KING SOFA
104
EQ EQ
6'-6 1/2"
EQ EQ
1'-95/16"
16'-37/8"
4'-7 1/8"
2'-4"
18'-2"6'-101/4"
1'-1 9/16" 14'-10 15/16" 1'-0" 1'-0" 10'-8 7/8"
1'-0 1/8" 1'-0 1/8"
10'-8 7/8" 1'-0" 1'-0" 10'-9" 1'-0" 1'-0"
5'-6 3/4" 7'-2 1/4" 7'-1 5/16" 5'-7 11/16" 9'-3 1/4" 8'-9 5/16"
3'-01/2"
5'-91/2"5'-415/16"7'-11"7'-95/16"
POOL EQUIP.
ROOM
013a
MEN
016
WOMEN
017
6'-9 1/2" 6'-11 3/4" 14'-9 11/16" 1'-0" 1'-0" 10'-9" 1'-0" 1'-0" 5'-4 1/2" 5'-4 1/2"
4'-37/8"17'-71/2"4'-1115/16"
1'-0" 1'-0" 5'-4 1/2" 5'-4 1/2"
1'-0"
23'-53/16"
13'-37/8"
3'-31/16"2'-43/8"17'-9"2'-311/16"
83/8"
9'-31/2"4'-01/4"4'-101/2"9'-513/16"
A-410
2
A-410
8
5
4
3
9
6
7
A-410
10
A A
B BA
16
18
A
001
030
031
032
033
034 027
021
018
042
039
040 023
007B
026
002
029
004B
022A
020B 020A
019
022
004A
041
041B
10'-45/8"
9'-6 5/8"
9'-6 3/8"
8'-013/16"
1'-6"
9'-515/16"3'-6"
7'-10"
A-415 3
4
1
2
A-4166
A-416 5
A-416
7
SALES
043
A-41512
A-415 911
8
10A-415
7
6
5
A-4173
4
2
1
2
A-702
4'-43/4"
4'-8" 1'-8 7/16"
1'-71/4"1'-11"
4'-59/16"
A-502
4
A-502
1
T10
A-603
T10
A-603
T10
A-603
T10
A-603
T10
A-603
T9
A-603
T10
A-603
T10
A-603
T10
A-603
1
A-703
EQ EQ EQ EQ
ELEV. SHAFT
024
018A
MECH.
018A
SHEET NUMBER:
SHEETTITLE:
N
REVISIONS
NO.DESCRIPTIONDATEBY
A-401
ENLARGEDFIRST
FLOORPLANS-
COMMONAREAS
1/4" = 1'-0"A-401
1 ENLARGED LOBBY AREA 'A'

18. 17'-7
1_
2
"
3"
6"2'-3
1_
4
"6"2'-3
1_
4
"6"2'-3
1_
4
"6"6"2'-3
1_
4
"6"2'-3
1_
4
"6"2'-3
1_
4
"6"
3"
3'-6
1_
4
"
3'-3
1_
4
"
3'-3
1_
4
"3'-6
1_
4
"
3'-3
1_
4
"
3'-3
1_
4
"
PANTRY
SLIDING
DOOR
13 14 15 16 17
E
F
G
H
1
A-303
/MATCHLINEREFERTO1A-401
WOMEN
017
MEN
016
POOL EQUIP.
ROOM
013a
POOL ROOM
013
FITNESS CENTER
010
FOOD PREP.
008
FOOD PREP.
STORE
009
PANTRY
007
MECH.
009a
C
D
J
K
CORRIDOR
015a
POOL VEST.
014
1'-0"
1'-0" 5'-2 11/16" 5'-4 1/4" 3'-2 1/16" 5'-4 9/16" 19'-6 7/8" 15'-9 5/8" 11'-9 7/16"
5'-0"
7'-0"
9'-35/16"10'-0"
2'-0" 10'-4 15/16" 3'-0 1/4"
1'-03/4"
21'-4"4'-35/8"
5'-8 1/2" 7'-6 1/16"
A-410
1
A-410
2
A-410
8
5
4
3
9
6
7
A-410
10
A
A
A A
B
A
016
017
009A
008
010
007B
015A
014
013A
019
CORRIDOR
015
A-415
13
1415
A-4163
1
2
4
7'-21/4"
T10
A-603
T10
A-603
T9
A-603
T9
A-603
013
A-402
2
17'-71/2"
SHEET NUMBER:
SHEETTITLE:
N
REVISIONS
NO.DESCRIPTIONDATEBY
A-402
ENLARGEDFIRST
FLOORPLANS-
COMMONAREAS
1/4" = 1'-0"A-402
1 ENLARGED LOBBY AREA 'B' PLAN - CENTER LOADED LOBBY
1/2" = 1'-0"A-402
2 SLIDING DOOR PLAN