H:\12-0079 Glenrio\Construction\Changes\ASIs\ASI-005.docx Architect’s Supplemental Instructions A.S.I. No.: 008 Project No.: 12-0079 Project: Glenrio Apartments Date: March 28, 2014 Owner: Glenrio Limited Liability Limited Partnership To: Casey Cameron Pavilion Construction 7820 Pan American East FWY NE, Suite 4 Albuquerque, NM 87109 Copies To: Jacob Tonks, Pavilion Construction Frank Fredrickson, Pavilion Construction Zac Hulme, D/P/S D/P/S File The Work shall be carried out in accordance with the following instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Description: 1. Find attached noted list of questions from F. Fredrickson and related documentation 2. Find attached clarified storefront sheet AE-681. Attachments: AE-1-101 20140328, AE-113 20140328, AE-541 20140328, AE-681 20140328, B4 Foundation Plan Sketch_Walla 20140327, GR_IT and Elec rooms at B2 H. peel 20140325, and Glenrio - 20140328_ZTH Requested By: Frank Fredrickson Dekker/Perich/Sabatini
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H:\12-0079 Glenrio\Construction\Changes\ASIs\ASI-005.docx
Architect’s Supplemental Instructions
A.S.I. No.: 008 Project No.: 12-0079
Project: Glenrio Apartments
Date: March 28, 2014
Owner: Glenrio Limited Liability Limited Partnership
To: Casey Cameron
Pavilion Construction
7820 Pan American East FWY NE, Suite 4
Albuquerque, NM 87109
Copies To: Jacob Tonks, Pavilion Construction
Frank Fredrickson, Pavilion Construction
Zac Hulme, D/P/S
D/P/S File
The Work shall be carried out in accordance with the following instructions issued in accordance with the Contract
Documents without change in Contract Sum or Contract Time.
Description:
1. Find attached noted list of questions from F. Fredrickson and related documentation
2. Find attached clarified storefront sheet AE-681.
Attachments: AE-1-101 20140328, AE-113 20140328, AE-541 20140328, AE-681 20140328, B4 Foundation Plan Sketch_Walla
20140327, GR_IT and Elec rooms at B2 H. peel 20140325, and Glenrio - 20140328_ZTH
Requested By:
Frank Fredrickson
Dekker/Perich/Sabatini
Glen Rio
Preliminary plan review questions per Superintendent
12/24/13
1. Please provide cross section at the gravel trench that runs through the foundations resolved
2. Where is SD#5 located?(storm drain) resolved 3. AE-3-101 please define the paver system and where it is located. resolved 4. Where all fire extinguisher locations at the community areas? ASI#3.1 5. What are the garage door heights? ASI#8 (AE-113 20140328) 6. A3-222/A1 Clarify beam detail. (recommend blocking on top of beam) See
B5/AE-421- sheathe beam and blocking cont. 7. A3-222/B1 Interior elevations….Provide elevations and dimensions for all ADA
Hardware community areas included. (some dimensions/measurements missing) ASI#3.1
8. Are we required to use off-set sinks at ADA kitchens (if so; specify model?)? ASI#3.1
9. Flooring decision. Per plan? (I heard no carpet) resolved 10. AE-421/A6 is the stucco system design with 1” foam as per plan?/Transition to
foundation foam? resolved 11. AE-421/C5 Dimension the metal detail? Provide front elevation with
dimensions (side to side) ASI#3.1 12. Could we include yellow steel embed tread cap at the CC stair treads? resolved 13. Buy-out elevator design resolved 14. Detail pool drainage piping in pool equipment room resolved
a. Where to locate pipe b. What size?(6”recommended) c. Tie to SWS NE of pool room?
15. Satellite dish detail at the roof/individual piping to units. Did not work like that at SI project. Please clarify piping requirements. ASI#8 (AE-541 20140328)
16. Please provide parapet vent detail. Cross section & elevation (who owns?) ASI#8 (AE-541 20140328)
17. AE-581/A4 exposed wood? Shown at CC transition a. Could we use the adjustable door thresholds? Re: San Isidro project.
Adjustable thresholds are acceptable 18. EE-001. Coordinate switchgear size with the plan location to see if it fits. ASI#8
(AE-1-101 20140328) 19. Please detail from stucco finish to metal siding finish. (include metal at
coping/parapet cap) ASI#3.1 20. Size transformer pads to fit the civil engineer drawing locations resolved 21. Cable contract resolved 22. PNM contract resolved
23. NM gas contract resolved 24. Property man gates locations/detail (egress requirements?) ASI#3.1 25. What is parking stripe spacing? (ties to carport submittal) ASI#3.1 26. Bldg. 2 electric path to north garage does not follow path to “electrical room”
per plan (is there a reason for this?) ASI#3.1 27. EE-212 Detail where telecom room is per building. Define that all pre-wire
cable runs to that location. (if all three floors are used….define to provide backing/grounding at all locations for cable equipment ASI#8 (GR_IT and Elec rooms at B2 H. peel 20140325)
28. EE-212 clarify design options at light bollard details. 6 foot deep hole does not always work with designs. ASI#3.1
29. MP-001 what trades scope is to provide Base board heaters resolved 30. ME1-001 Gas meter location does not match utility plan. Clarify? resolved 31. ME1-001 SD Drains at building atriums(used? Or not?(no piping detailed)
resolved 32. ME1-001 Elevator room -detail notes 38, 11, 37 resolved 33. Clarify/define ac/heat exchanger soffit height. Provide detail for required fire
blocking at all locations needed. resolved 34. C-101 does NE detention pond over-flow across side-walk and towards parking
lot? Is there ADA concerns with water over accessible sidewalk. Acceptable to have as crusher fines given designed flow rates, if paving is desired a sidewalk culvert will be required, per S. Mcgee.
35. C-101A SE side of building 4 appears to be possible hole/retention for site drainage ASI#8 (G B4 Foundation Plan Sketch_Walla 20140327)
36. Would water/mop sink be advised at the north Maintenance room/garage? resolved
01/01/14Questions
1. Site fencing lay-out? ASI#3.1 2. Phasing plan? These plans specifically show entire project as one phase. If
acceptance of first building for occupancy is desired…..this needs to be addressed ASI#3.1
a. What requirements needed at first phase for occupancy? 3. Clear window/SGD install contract resolved
a. Screen install? b. Final adjustment? c. Hardware install?
4. Electrical contractor/architect needs to be required to provide clear site utility/feeder/ Temp power lay-out (per-construction) plan…it is not productive/effective to field design. resolved
5. Individual unit water meters? ASI#8 (Acceptable per H. Peel 20140326) 6. Is there any colored CC on-site? resolved
7. Building perimeter flashing details conflict…Clarify (lower patios included) resolved
8. Sump pump at elevator: drain to building exterior or to SWS? resolved 9. Shade structure design/detail? ASI#3.1 10. Civil detail re: city street/sidewalk intersection See Public Work Order 11. Civil detail re: sewer tie-in, SD tie-in, water tie-in(taps available?) See Public
Work Order 12. Clear detail re: unit (vertical) separation requirements. Include all floors,
attic space, penetrations, fire blocking shown on detail(with notes(unit specific if soffits apply)) resolved (ASI#3)
13. Clear plumbing detail at free standing kitchen walls/islands with all utilities noted, routed and defined. ASI#3.1
14. Clear/defined detail at counter-tops where pony-walls/end walls at counter-top ends. Both sides. (elevations with notes) resolved (ASI#3)
15. ADA under-counter pipe wrap detail(include garbage disposal(include community areas)) resolved
16. Detail pre-wire to gates, doors, access, fitness room, pool access to be controlled from single location at community area/office(recommended) resolved
17. Security pre-wire for community areas? (recommended) 18. Stucco color/colors (detail elevations)? resolved 19. Architect to coordinate and detail Stucco control joints at manufacturer
recommended locations. (provide final elevation with details) Stucco Submittal
20. Do tree size/locations encroach upon HUD requirements at mature growth? (REVISE IF CONFLICTING) ASI#3.1
21. Specify tamper switches at hot boxes where required. ASI#3.1 22. Clear stucco detail with cross elevation (which system are we using?(detail
window/door elevation with waterproofing to clarify(specifically window stucco flange depth detail))) resolved
23. Garage door trim/return detail resolved (ASI#3) 24. Is garage roof required to be vented ( are parapets sufficient to
accommodate?(detail)) ASI#8 (AE-541 20140328) 25. Pool room boiler venting route? Coordinate w/ pool sub (submittal) 26. Switches at roof-top/breezeway areas labeled and defined resolved
1.14.14
1. Discrepancy between drawings for extent of gypsum wallboard at breezeway and demising wall. ASI# 3
2. Asphalt at heavy traffic areas – coordinate with geotech? has this been resolved?
30x48
30x48
30x48
30x48
UPUP
WH
UPUP
D5
AE-1-201
C5
AE-1-201
B5
AE-1-202
Unit 2B
1103Unit 1B
1104
Unit 1B - Type A
1106
Unit 2B
1109
Unit 3A
1110
ELEVATOR
1113
Unit 2B - Type A
1115
Unit 3A
1116
ELEV RM
1117
Unit 2B
1118
Unit 2B
1119
Unit 2B
1120
Unit 2B
1121
Unit 1B
1122
Unit 1B
1123
Unit 1B
1124
Unit 3A
1125
Unit 2B
1126
Unit 2B
1127
13'-5 1/8" 9'-3"3'-8 1/8" 3'-5 3/8"
9'-1 3/8" 13'-5 1/8" 12'-3 1/2" 13'-5 1/8" 9'-1 3/8"3'-8 3/8" 3'-8 3/8"
9'-1 3/8" 13'-5 1/8" 12'-9 1/8" 9'-5"3'-7 3/8" 3'-7 1/4"
9'-5" 12'-9" 9'-1" 3'-10 5/8" 13'-4 1/2"
4' - 6 1/8" 4' - 4 3/8" 4' - 4 7/8" 4' - 4 7/8" 4' - 6"
12' - 2 1/2" 11'-1 3/4" 11'-2" 12'-3 1/2" 11'-2 1/2" 11'-2 1/4" 12' - 3 1/2" 11'-4 3/4"
2'-5 1/2"
12'-2" 11'-4 3/4"
12'-1 3
/4"
9'-9 1
/2"
3'-4 1
/4"
13'-5 3
/4"
25'-5 1
/2"
11'-2 1
/4"
12'-3"
34'-5"
143'-0 1/2"
6'-6 3/4"4'-6 1/4"
4'-6 1/4" 7'-0" 4'-8 1/2" 4'-6" 4'-6" 6'-8 1/2" 4'-6" 7'-0"
13'-5" 9'-2 1/2"
3'-7 3/8" 3'-7 1/8"
9'-2 3/4" 13'-5 1/8" 12'-9" 9'-4"
3'-8 1/4" 3'-8 3/8"
9'-1 1/2" 13'-5" 12'-7" 9'-1 3/4" 3'-5 1/2" 13'-4 1/2"
5'-0"
4'-6"
6'-8"
6'-3 1
/2"
5'-2 3
/4"
4'-5 1
/2"
4'-5 1
/2"
5'-0"
6'-8"
4'-7"
4'-7"
6'-8"
4'-0"
1'-9 1
/2"
9'-8 1
/2" 4'-2 1
/2"
6'-7" 6'-5" 6'-9 1/2" 6'-5 1/2"
4'-2 1
/2"
4'-2 1
/2"
6'-1" 4'-9 1/4" 4'-9" 7'-1"4'-5 3/4" 4'-6"
4'-2 1
/2"
4'-2 1
/2"
4'-2 1
/2"
6'-6"
4'-2 1
/2"
4'-2 1/2"
12'-7"
13'-4 1
/2"
9'-3 1
/2"
3'-6 1
/4"
3'-6 1
/4"
9'-3 5
/8"
13'-5 1
/8"
12'-1 1
/4"
9'-10 1
/8"
3'-10"
3'-5 1
/2"
9'-10"
12'-6 3
/8"
13'-5 1
/8"
6'-0"
43'-4"
10'-5"
17'-9 3/4" 15'-1 1/2"
6'-0"
EQ
EQ
6'-0"
6'-0"
1'-4"
4'-5 1/2"
4'-5 1/2"
4'-2 3/4"
4'-2 3/4"
92'-8"
11'-1 3/4"
EQ EQ
43'-4"
6'-0"
43'-4"
4'-2 1
/2"
AE-451
A5
AE-451
A2
STAIR 01
1128
STAIR 02
1129
AE-451
A3
3'-5 1
/4"
11'-1 3
/4"
11'-2"
6'-8 1
/2"
3'-8"
11'-4 1
/2"
11'-1 3/4"
13'-1 3
/4"
A
C
C
A
A
C
D
D
A A
C
A A
C C
A
D
A
C
C
AA
A
C
C
C
C
EQ
EQ
EQ
EQ
TEL / IT
1468
FIRE RISER
1471
P1
W4
111811171116
1114
1113
1119
1120
1115
1121
P1
W3
W1
W1
W1W1
W1
P1
P1
P1P1
P1
P1
P1
P1
P1
P1
P1
P1
W1W4
W1W1
W1
W1
W1W4
W1
W4W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W1
W4 W4
W1
W1
W4
W1
W1
W1
W1
W1
W1
W1
W1
W1
W4
W1
W1
W1
W1W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1 W4
W1
W4 W1
W1
W1
W1
W1
W1
W4
W1
W1
W1
W1
W1W1
W1
W1
P1
P1
W3
W1
W1
W1
W1
W1
W1 W1
W1
W1
W1
W1
W1
W1
W3
W1
W1
W1
W1
W3
W3
W4
W4
W1
W4
W1
W1
W1
W3
W3
W3 W3
W3
W4W1
W1
W1
W1
W1
W1
W1
W1
W1
W3
W1
W3
W1 W1W1 W1
W1
W1
W3
W1W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1
W1W1
W1
W1
W1
W1
W1
W1
W1
W1
4'-0" 4'-0"
POOL ROOM
POOLMECHANICAL
ELEC.
C
D
C
P3AP3
W4 P3A
P3A
W1
P3
P3A
7'-0"
A
1'-9 1
/2"
EQ
EQ
C
EQ EQ
9'-8 1
/2"
D
9'-7 3
/4"
D
8'-6 1/2"
1"
/ 1
2"
17'-9"
W1
RA
MP
DN
EQ EQ
C
B
11'-0"
PATIO
PATIO
PATIO
PATIO
PATIO PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO
PATIO PATIO PATIO
PATIO
PATIO
PATIO
S105
A4
AE-322
A3
AE-322
A2
AE-322
A1
AE-322
A3
AE-321
Sim
A4
AE-321
Sim
A2
AE-321
Sim
A3
AE-322
Sim
C
C
2'-9 1/4"
2'-0"4'-2 1
/2"1'-8 1
/2"
1
2
1
11
3
4
5
3
4
5
3
5
4
3
4
5
6
6
6
6
AE-451
A5
A1
AE-321
Sim
12'-11 5/8"
21'-11 3
/8"
13'-5 1
/8"
22'-4 3
/8"
7'-2 1/2"
25'-11"
4"
METER BANKS ANDDISCONNECTS, VERIFYLOCATION W/ ARCHITECT
4"
5'-6"
4"
23'-4"
4"
2
Patio Deck andSlab
2
KEY PLAN
NO
RT
H
GENERAL SHEET NOTES
A. DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTEDOTHERWISE.
B. EXTERIOR WALLS ARE TYPE W1 UNLESS NOTED OTHERWISE.C. SEE CIVIL GRADING PLAN FOR FINISH FLOOR ELEVATIONS.D. REFER TO SHEETS AE-401 THORUGH AE-404 ENLARGED PLANS FOR
DWELLING UNIT DOOR TYPES.E. PROTECT PENETRATIONS OF FIRE-RESISTIVE RATED WALLS,
FLOOR/CEILING, AND ROOF/CEILING ASSEMBLIES PER IBC-2009.F. DWELLING UNITS IN THIS BUILDING ARE TYPE B PER ANSI-A117.1 2006
EXCEPT WHERE NOTED AS TYPE A.
KEYNOTES
LEGENDWALL / PARTITION TYPES
1 4
3 2
EXTERIOR WALL (LOAD-BEARING)1-HR RATED #UL 356PORTLAND CEMENT PLASTER (STUCCO) SYSTEM OVER STRUCTURALSHEATHING ON ONE SIDE OF 2X6 STUDS (SEE STRUCTURAL FOR STUDSPACING) WITH KRAFT FACED GLASS-FIBER BLANKET INSULATION.5/8" TYPE "X" GYPSUM BOARD ON INTERIOR.
1i
1i
W1
W2EXTERIOR WALL (NON-LOAD-BEARING)PORTLAND CEMENT PLASTER (STUCCO) SYSTEM OVER SHEATHINGON ONE SIDE OF 2X4 STUDS.
1iW3EXTERIOR WALL (NON-LOAD-BEARING)PORTLAND CEMENT PLASTER (STUCCO) SYSTEM OVER SHEATHINGON BOTH SIDES OF 2X6 STUDS AT 16" O.C.
INTERIOR PARTITION (DEMISING)1-HR RATED #UL 309ONE LAYER 5/8" TYPE "X" GYPSUM BOARD WITH RESILIENT CHANNEL ONONE SIDE OF STAGGERED 2X4 STUDS (SEE STRUCTURAL FOR STUDSPACING). UNFACED GLASS-FIBER BLANKET INSULATION CONTINUOUS.ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON OPPOSITE SIDE OF STUDS.
INTERIOR PARTITION (LOAD-BEARING)1-HR RATED #UL 305ONE LAYER 5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE OF 2X6 STUDS AT16" ON CENTER.NOTE: PROVIDE UNFACED GLASS-FIBER BLANKET INSULATION ATBATHROOM WALLS.
INTERIOR PARTITION (NON-LOAD-BEARING)ONE LAYER 5/8" GYPSUM BOARD ON EACH SIDE OF 2X4 WOOD STUDS AT16" ON CENTER.NOTE: PROVIDE UNFACED GLASS-FIBER BLANKET INSULATION ATBATHROOM WALLS.
1i
1i
1i
P1
P2
P3
1iP3A
2X6 WOOD STUDS1iP3B
ONE LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE OF 2X4 STUD
1iW4
EXTERIOR WALL (LOAD-BEARING)PORTLAND CEMENT PLASTER (STUCCO) SYSTEM OVER STRUCTURALSHEATHING ON ONE SIDE OF 2X6 STUDS (SEE STRUCTURAL FOR STUDSPACING) WITH KRAFT FACED GLASS-FIBER BLANKET INSULATION.TWO LAYERS OF 5/8" TYPE "X" GYPSUM BOARD ON INTERIOR.
1iW5
EXTERIOR WALL (LOAD-BEARING)ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON EXTERIOR OF 2X6STUDS (SEE STRUCTURAL FOR STUD SPACING) WITH KRAFT FACEDGLASS-FIBER BLANKET INSULATION. TWO LAYERS OF 5/8" TYPE "X"GYPSUM BOARD ON INTERIOR.
001
DOOR NUMBER
W1WALL/PARTITION TYPE TAG
X WINDOW TAG
S00 STOREFRONT TAG
ROOM NAME
ROOM NUMBERROOM TAG
UNIT TYPE
PAVER SYSTEM
RONAL D A.P
RADE
IGER
ETSR
T
N
WI
o. 52
EH SR
EHC
TI
CT
20
OO N
TS
ENFOETAMW
XE
CO
I
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
uec t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
3/2
8/2
014 1
0:3
3:0
3 A
M
AE-1-101
BUILDING 1 LEVEL1 FLOOR PLAN A
12-0079
07/31/13
RAW
ZTH
GLE
NR
IO A
PA
RT
ME
NT
SG
LE
NR
IO R
D. N
W A
ND
72N
DS
T A
LB
UQ
UE
RQ
UE
NM
87121
CONSTRUCTIONDOCUMENTSFOR REVIEW
07/31/13
1/8" = 1'-0"A1 LEVEL 1 FLOOR PLAN A - BUILDING 1
NO
RT
H
1 CONCRETE WALKWAY, 4" THICK WITH 6X6 W.W.F., SEED4/AE-421
2
3 4" DIAMETER PVC VENT PIPE TO ROOF
4 PERFORATED PVC PIPE
5 10 MIL VAPOR BARRIER
6 4'X2' GRAVEL FILLED TRENCH
1 2.19.14 DIMENSION REV'S
2 3/28/14 ASI#8
1
GENERAL SHEET NOTES
SHEET KEYNOTES
WALL/PARTITION TYPES
A. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE.B. REFER TO SHEET AE-661, AE-681 FOR DOOR, WINDOW, AND FRAMETYPES.C. REFER TO ENLARGED UNIT PLANS ON SHEETS AE-401,402,403, AND 404 FORROOM DIMENSIONS, DOOR TYPES, AND INTERIOR PARTITION TYPES.D. REFER TO CIVIL SHEETS FOR TOP OF SLAB ELEVATIONS.E. PROTECT PENETRATIONS OF FIRE-RATED WALLS AS REQUIRED BY IBC-2009.F. EXTERIOR WALLS ARE TYPE W1 UNLESS NOTED OTHERWISE.
LEGEND
KEY PLAN
6' - 2" 5' - 9 1/2" 6' - 0 1/2" 5' - 9 1/2" 6' - 0" 5' - 9 1/2" 6' - 0" 5' - 9 1/2" 6' - 0" 5' - 9 1/2" 6' - 0"
150' - 0"
5' - 9 1/2" 6' - 1" 5' - 9 1/2" 5' - 11 1/2" 5' - 9 1/2" 6' - 1" 5' - 9 1/2" 6' - 0" 5' - 8 1/2" 6' - 0 1/2" 5' - 9" 8' - 8" 8' - 9" 2' - 3 1/2"
24' -
0"
3 TYP.
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE MAINTENANCEROOM
C3
AE-323
D2
AE-323
Sim
118' - 6 1/2"
5' - 8 1/2"6' - 1"5' - 9"6' - 0 1/2"5' - 9"6' - 0 1/2"5' - 9"6' - 0 1/2"5' - 9"6' - 2 1/2"5' - 9"5' - 10 1/2"5' - 9"6' - 0 1/2"5' - 9"6' - 1"5' - 9"6' - 0 1/2"5' - 9"6' - 2 1/2"
23' -
6 1
/2"
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
3
D2
AE-323
Sim
102' - 3 1/2"
5' - 8 1/2" 6' - 1" 5' - 9" 6' - 0 1/2" 5' - 9" 6' - 0 1/2" 5' - 9" 6' - 0 1/2" 5' - 9" 6' - 0 1/2" 5' - 9" 6' - 0 1/2" 7' - 6" 6' - 9 1/2" 6' - 6" 10' - 4"1A
AE
-113
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE GARAGEH.C.
ACCESSIBLE
GARAGEH.C. VAN
ACCESSIBLE
C1
AE-323
D5
AE-323
SimD2
AE-323
Sim
31' - 3"
23' -
6 1
/2"
8' - 10 1/2"5' - 0" 5' - 0"11' - 3"
3
LEVEL 1100' - 0"
GARAGE PARAPET111' - 3"
8' -
2"
MIN
. V
ER
TIC
AL
CE
LA
RA
NC
E A
T H
/C
GA
RA
GE
S
7' -
0"
ST
AN
DA
RD
GA
RA
GE
S
3
1/4
" / 12"
12
33
C1
AE-323
1/4
" / 12"
150' - 1"
3 2 4
24' -
2"
C3
AE-323
1/4
" / 12"
118' - 8 1/2"
24' -
2"
3
4
RONAL D A.P
RADE
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ETSR
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N
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EH SR
EHC
TI
CT
20
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TS
ENFOETAMW
XE
CO
I
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
uec t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
7.31.13
3/2
8/2
014 1
1:4
9:0
6 A
M
AE-113
GARAGE FLOORPLANS
12-0099
5.1.2013
Approver
Author
GLE
NR
IO A
PA
RT
ME
NT
SG
LE
NR
IO R
D. N
W A
ND
72N
DS
T A
LB
UQ
UE
RQ
UE
NM
87121
CONSTRUCTIONDOCUMENTSFOR REVIEW
1/8" = 1'-0"D5 GARAGE 1 - 11 GARAGES & MAINTENANCE
1/8" = 1'-0"5D GARAGE 2 - 10 GARAGES
1/8" = 1'-0"5B GARAGE 3 - 8 GARAGES (2 HC)
1 GALVANIZED STEEL GUTTER
2 TPO ROOFING; SLOPE 1/4" PER FOOT TOSCUPPER.
3 GALVANIZED SHEET METAL DOWNSPOUT
4 WOOD FRAMED CRICKET; SLOPE 1/4" PERFOOT MINIMUM.
1/8" = 1'-0"1A TYP. GARAGE ELEVATION
1/8" = 1'-0"5A ROOF G3 - 8 GARAGES (2 HC)
1/8" = 1'-0"5E ROOF GARAGE 1 - 11 GARAGES & MAINTENANCE
1/8" = 1'-0"5C ROOF GARAGE 2 - 10 GARAGES
3 3.28.14 ASI#8
TPO BONDING ADHESIVE
TPO MEMBRANE
CONTINUOUS BEAD OFTPO GP SEALANT (TYP.)
TPO PRIMER
5" FLEXIBLE FLASHING CENTEREDOVER EDGE OF SCUPPER FLANGE
CONTINUOUS BEAD OFWATERBLOCK
APPROPRIATE FASTENER 4" O.C.MAX
WELDED METAL SCUPPER SLEEVE
CONTINUOUS BEAD OFTPOGP SEALANT ORHIGH-GRADEURETHANE SEALANT ALLAROUND
9" FLEXIBLE FLASHINGCENTERED OVER 5"FLASHING ATBASE OF SCUPPER ONLY
1-1/4" HOT DIPPEDGALVANIZEDROOF NAILS 4" O.C. MAX
5" FLASHING CENTEREDOVEREDGE OF SCUPPER SLEEVE
DECKING
TPO MEMBRANE
TPO BONDINGADHESIVE
WALL SYSTEM
FRONTVIEW
SIDEVIEW
ATTACH TO CONC FLOORw/ 3/8" DIA x 4" EXPANCHORS w/ WASHERS
WIT
HO
UT
INT
ER
ME
DIA
TE
SU
PP
OR
T
1'-6"
ROOF
1/8" MOLDEDPOLYURETHANE SAFETYCAPS
EQUALLY SPACED RUNGS,TYP.
1'-6" WIDE STL. LADDER WITH4" X 3/8" RAILS WITH 3/4"RUNGS WITH ANTI-SLIPCOATING, GRIND ALL WELDSSMOOTH. PRIME AND PAINT.
METAL STUD WALL
2x6 BLOCKING @INTERMEDIATE SUPPORTBRACKETS TYP.
10"MAX
AS
NE
ED
ED
15'-0"
MA
X
12"
MA
X
12"
MA
X.
ROOF
-
CONTINUOUS BEAD OF
1-1/4" HOT DIPPED GALVANIZEDROOF NAILS 4" (101.6 mm) O.C. MAX
FIRESTONE INSULATION
WALL
SUBSTRATE
4" (101.6 mm) O.C. MAX
FIRESTONE WATERBLOCK(SEE NOTES)
ULTRAPLY TPO MEMBRANE
SCUPPER SLEEVE
STEP #1
STEP #2
APPROPRIATE FASTENER
USE APPROP.BASE TIE-INDETAIL
(SEE NOTES)
USE APPROPRIATETERMINATION
WELDED METAL
5" QUICKSEAMFLASHING
(SEE NOTES)
WOOD NAILER
FIRESTONE INSULATION
WALL
SUBSTRATE
SECOND PLY
FIRST PLY
SECOND PLY
CENTERED OVEREDGE OF METALFLANGE
2" (50.4 mm)
2" (50.4 mm)
CENTERED UNDER NAILS. FASTEN METAL SCUPPER WITHAPPROPRIATE FASTENERS AND ROUND ALL CORNERS OF SCUPPER.
3.
STEP #2 - STRIP IN ALL EXPOSED EDGES OF SCUPPER AS INDICATED2.WITH 5" QUICKSEAM FLASHING STARTING WITH SIDES OF SCUPPER.
USE ULTRAPLY TPO QUICKPRIME TO CLEAN AND PRIME TPO MATINGSURFACES PRIOR TO INSTALLATION OF QUICKSEAM PRODUCTS.
1. STEP #1 - APPLY CONTINUOUS BEAD OF FIRESTONE WATERBLOCK
4. SCUPPER MUST BE WELDED METAL SLEEVE WITH3" (76.2 mm) FLANGE.
8"
8"
DOWNSPOUT
ATTACH WITH #10 x 1/2"SHT MTL SCREWS
SEAL ALL JUNCTURES
8" WIDE x 24 GAGEGALV SHEET METALDOWNSPOUTLEADER, SOLDER ALLJOINTS & PAINT
SEALANT, ALLAROUND, TYPICAL
SINGLE-PLYMEMBRANEROOFINGSYSTEM
LAP ROOF MEMBRANE
RE: STRUCTURAL
REFER TOBUILDINGPLANS FORWALL TYPE
2"
2"
2"
OVERFLOW HOLE
T.O. PARAPET
RE; BUILDING ELEVATIONS
3/4"
8" M
INIM
UM
WRAP BEAM BOTTOM WITH 26GAUGE GALVANIZED SHEETMETAL EXTEND 2" VERTICALON EACH SIDE
STUCCO STOP WEEP SCREED
BEAM; REF. STRUCTURAL
STUCCO FINISH OVERO.S.B. SHEATHING
ROOFING SURFACE
MAINTAIN MINIMUM CLEAR OPENING BELOWPARAPET TO ALLOW FREE DISCHARGE OFROOF DRAINAGE TO DESIGNATED SCUPPERLOCATIONS; RE. ROOF PLAN
TIE WALL TO BEAM WITH FULLPANEL OF SHEATHING
REAR FACE FASTENERS, 12" (304.8mm)O.C.
UNA-EDGE COPING ANCHOR CLIP
WOOD NAILER
SINGLE-PLY MEMBRANE ROOFING
(SEE NOTES)
1-3/4" 5d STAINLESS STEEL RING SHANKNAILS AT 8" (101.6 mm) O.C. MAX.
1-3/4" 5d STAINLESS STEEL RING SHANKNAILS AT 24" (304.8 mm) O.C. MAX.
UNA-EDGE COPING SYSTEM6" MAX FACE (SEE NOTES)
6" M
AX
3" F
IXE
D
COUNTERFLASHING
ROOFING MEMBRANE OVERTREATED WOOD NAILER,FASTENED AT 12" OC
STEEL ANGLE, RE: STRUCT
ROOF LADDER,RE: DETAIL C2/AE-541-D
GASKET (ALL AROUND COVER)
SLAM HATCH
COVER LINER
ARM GUIDE BRACKET
69.9
97°
HOLD OPEN ARM WITHNYLON ROLLER
LOCK STRIKE ANDPADLOCK HASP
ROOF SYSTEM
HINGE
VINYL GRIP
FIBERGLASS COVERINSULATION
COVER
INSIDE & OUTSIDE HANDLESWITH PADLOCK HASPS
NEOPRENE GASKET
(CORNERS FULL WELDED)
FLASHING
SIDE VIEWPLAN
AS SPECIFIED
AS
SP
EC
IFIE
D
NOTE: COORDINATE JOISTSPACING TO CLEAR LADDERAND ROOF HATCH
11
"
5"
ROOF FLASHING SYSTEM
PIPE PORTAL CURB
PIPE PORTAL COVER
EPDM RUBBER PORTAL CAP
MECHANICAL UNIT LINESSTAINLESS STEELCLAMPING RING
SEALANT
SEALANT
SINGLE PLY ROOFMEMBRANE SYSTEM
RECOVERY BOARD
ROOF DECK; REFERTO STRUCTURAL
2X BLOCKINGBEETWEENROOF TRUSSES.
4" IMCWEATHER HEAD
FLASHING
4" IMC
4" CONDUIT STRAP SECUREDTO 2X BLOCKING
NOTE: ROUTE CABLESFROM SATELLITE DISHESMOUNTED ON BALLASTEDSYSTEM, BY OTHERS
ROUTE CONDUIT TOIT ROOM, (1)CONDUIT, TYP. EACHFLOOR OF BUILDIUNG
FIELD FABRICATED
PRE-MOLDED QUICKSEAM PIPE FLASHING
METAL HOOD BY
SUBSTRATE SUBSTRATE
RO
UN
D P
EN
ET
RA
TIO
N
ULTRAPLY TPO QUICKPRIME
STAINLESS STEELCLAMPING RING
3" (76.2mm)
OTHERS (OPTIONAL) (SEE NOTES)
CONTINUOUS BEADOF ULTRAPLY TPOGP SEALANT
CONTINUOUS BEAD OFULTRAPLY TPO GP SEALANT
FASTENER AND PLUS SEAM PLATE AT 12"
CONTINUOUS BEAD OFAP SEALANT OR HIGH
GRADE SEALANT
WELDED SPLICE2" MIN.
TPO FLASHING
FASTENER AND HD PLUSSEAM PLATE AT 12" O.C. MAX
TPO FLASHING(UNSUPPORTED)
TPO BONDING ADHESIVE
STAINLESS STEEL CLAMPING RING
CONTINUOUS BEAD OFTPO GP SEALANT
1/2" - 3/4" TPO BONDINGADHESIVE
TPOMEMBRANE
1/2"
- 1
"
RO
UN
D P
EN
ET
RA
TIO
N
8" MIN
.
SUBSTRATE SUBSTRATE
ATTIC VENT, SEE ROOF PLANSAND MECHANICAL DRAWINGSFOR TYPE AND LOCATION
SLEEVE WITH INTEGRATEDDECK FLANGE ANDFLASHING SET I BED OFMASTIC
ROOFING
ROOF SHEATHINGPER STRUCTURAL
TAPERED EXPANDEDPOLYSTYRENE CAP.
SELF ADHERING FLEXIBLEFLASHING. LAP OVER WEATHERRESISTIVE BARRIER BEYOND ANDNAILING FIN AT THIS LOACTION
6"X14" PARAPET VENT WITH BUG SCREEN
SCREED STUCCO TO VENT EDGE
WEATHER RESISITVE BARRIER,TUCK UNDER NAILING FIN
MAINTAIN CLEAR AREAFOR FREE AIR FLOW
RONAL D A.P
RADE
IGER
ETSR
T
N
WI
o. 52
EH SR
EHC
TI
CT
20
OO N
TS
ENFOETAMW
XE
CO
I
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
uec t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
3/2
8/2
014 1
0:3
3:1
1 A
M
AE-541
ROOF DETAILS
12-0079
07/31/13
RAW
AAA
GLE
NR
IO A
PA
RT
ME
NT
SG
LE
NR
IO R
D. N
W A
ND
72N
DS
T A
LB
UQ
UE
RQ
UE
NM
87121
CONSTRUCTIONDOCUMENTSFOR REVIEW
07/31/13
3" = 1'-0"B5 DETAIL @ SCUPPER
1 1/2" = 1'-0"D5 ROOF LADDER
6" = 1'-0"A5 ROOF DETAIL
1 1/2" = 1'-0"B4 DOWNSPPOUT
1 1/2" = 1'-0"D1 FLOW THROUGH DETAIL
6" = 1'-0"B2 PARAPET CAP DETAIL
1" = 1'-0"D4 ROOF ACCESS HATCH
1 1/2" = 1'-0"A2 ROOF TOP UNIT PENETRATION
3/4" = 1'-0"D2 SATELLITE DISH DETAIL
6" = 1'-0"A3 TYPICAL ROOF PENETRATION 3" = 1'-0"A1 VENT FLASHING ROOF DETAIL
1 3/28/14 ASI#8
1
3" = 1'-0"E1 DETAIL - ROOF VENT
3" = 1'-0"B1 DETAIL - PARAPET VENT
1
1
GENERAL SHEET NOTES
A. XXXX
SHEET KEYNOTES
1. XXXX
LEGEND
GLAZING LEGEND
3'-3" 4'-3"
12'-0"
3'-7"
3'-6"
2'-8"
2'-3"
7'-6"
SF
EQ EQ EQ
11'-7"
2'-0"
8"
2'-3"
7'-1"
12'-0"
EQ EQ
8'-5 1/2"
2'-0"
8"
2'-3"
7'-1"
12'-0"
3'-3"
9 3/4"
1'-1 3/4"
5'-2 1/2"
2'-0"
8"
2'-3"
7'-1"
12'-0"
7'-1"
1'-11"
2'-11" 3'-3"
2'-0"
6'-0"
3'-8"
2'-0"
8'-0"
1'-8"
7'-10"
2'-0"
5'-0"
1'-8"7'-2"
S105
8'-0"
8'-0"
RONAL D A.P
RADE
IGER
ETSR
T
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WI
o. 52
EH SR
EHC
TI
CT
20
OO N
TS
ENFOETAMW
XE
CO
I
ARCHITECT
ENGINEER
PROJECT
REVISIONS
DRAWN BY
REVIEWED BY
DATE
PROJECT NO.
DRAWING NAME
SHEET NO.
u
@
af x
spd
blA
05 5
uS ti67 10
7 6 1 4 2 22
d sp sed gi
-
. o r gn
reuq Nuq ,e
67 -1 9 7 00
1e 0 0
M 0178 9
J sfe f e r no N E
alp inn ng
gne eni gnire
ha rc
i tn
ti
e r i o rs
uec t re
nal csd epa
DATE DESCRIPTION
1
A
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
3/2
8/2
014 1
0:3
3:1
2 A
M
AE-681
STOREFRONTFRAMES & DOORS
12-0079
07/31/13
RAW
MRM
GLE
NR
IO A
PA
RT
ME
NT
SG
LE
NR
IO R
D. N
W A
ND
72N
DS
T A
LB
UQ
UE
RQ
UE
NM
87121
CONSTRUCTIONDOCUMENTSFOR REVIEW
07/31/13
1/4" = 1'-0"SF STOREFRONT TYPES
1/4" = 1'-0"A STOREFRONT ELEVATION
S1 S5S4S2 S6S7
S8 S9
B2
AE-581
A1AE-581
AE-581
C3AE-581
C3
S3
B3AE-581
C3AE-581
AE-581C3
B2AE-581
C3AE-581
AE-581C3
AE-581C3
B2AE-581
C3AE-581
B3AE-581
C3AE-581
AE-581C3
AE-581C3
B3AE-581
C3AE-581
A1AE-581
B3AE-581
C3AE-581
AE-581C3
AE-581C2
C2AE-581
A3AE-581
A2AE-581
AE-581C2
C2AE-581
A2AE-581
Door Schedule - Storefront
Mark Width Height DR ELEV DR MATLFrame
Material FR ELEV HEAD JAMB SILL Comments
S101 3' - 0" 7' - 0" SF AL AL S7
S102 3' - 0" 7' - 0" SF AL AL S1
S103 3' - 0" 7' - 0" SF AL AL S8 INTERIOR
S104 3' - 0" 7' - 0" SF AL AL S8 INTERIOR
S105 8' - 0" 8' - 0" RU AL AL - ROLL UP STOREFRONT
1 3/28/14 ASI#8
TYP. (2) PLACES
1
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