CC - Elevations from Pine Development Partners Phase 1 - 1 3
ARCHITECTURE / DESIGN / INSPIRATION
GENERAL SHEET NOTES
A. ALUMINUM VENT CAPS WITH INSECT SCREENS SHALL BE PROVIDED AT WALL VENTED
EXHAUST
B. PLUMBING LINES SHALL NOT BE LOCATED IN EXTERIOR WALLS
C. WATER SHALL POSITIVELY DRAIN AWAY FROM ALL BUILDING EDGES AND EXTERIOR DEKKER
CONCRETE SLABS
D. PROVIDE STUCCO CONTROL JOINTS TO BE CONTINUOUS AROUND ALL FACES AT PORTAL
ENTRY
E. PROVIDE 3.5"TRIM AT ALL INTERIOR, EXTERIOR, CORNERS AND HORIZONTAL EDGES OF P E R I C H
FIBER CEMENT PANELS,TYP
F. PROVIDE 4"TRIM AT ALL WINDOW OPENINGS,TYP.
G. BALCONY,STAIR AND BREEZEWAY RAILING TO BE FABRICATED OF 2"HSS TUBE STEEL,
3/4"STEEL ANGLE AND 2"X2"X14 GA.WELDED WIRE MESH, PRIME AND PAINT,TYP SABATINI
H. ELEVATIONS SHOW LINES THAT INDICATE LOCATION OF BATTEN& 4'-0'X 8'-0"FIBER
CEMENT PANEL SIZE;WINDOW PLACEMET TO BE ADJUSTED TO BEST COORDINATE WITH
E PATTERN LOCATION TYP
I. AT BALCONIES FIBER CEMENT PANEL CAULK JOINT IS INDICATED ALIGN NAIL HOLES, FILL,
SAND, &PAINT
J. ALL
JEFFERSON NE, SUITE 100
REFERENCE KEYNOTES 7601 ALBUQUERQUE, NM 87109
0.07 OVERFRAME LEVELS 2&3-REFER TO WALL SECTIONS 505.761 .9700 / D P S D E S I G N.O R G
05 5213.07 1/2"SQUARE STEEL PICKETS @ 4"O.C.MAX.TYP., PAINT
06 2000.02 PRIVACY SCREEN
07 4646.01 FIBER CEMENT PANEL
07 4646.02 FIBER CEMENT PLANK
07 4646.03 FIBER CEMENT TRIM
07 4646.06 FIBER CEMENT PANEL-CAULKED JOINT � JV j f"'
07 4646.07 FIBER CEMENT PANEL-BATTENED JOINT * .� r
07 7100.01 MANUFACTURED METAL COPING,TYP ALL WALLS
08 5000.01 VINYL WINDOW AS SCHEDULED z
23 0000.01 MECHANICAL EQUIPMENT '
23 0000.04 MECHANICAL VENT CAP L
26 0000.03 24"H FACE LIT ACRYLIC LETTERS.DUSK TO DAWN,2 PER BUILDING ';
D1 23 0000.01 B1 B1 D1 A4 off,'
'
E301 TYP. E301 E301 E301 E45
07 4646.02 07 7100.01
07 7100.01 23 0000.01 07.06.2018
05 5213.07 07 4646.03 07 4646.03 08 5000.01 TYP. 07 4646.02
TYP. 07 4646.07 SEAL
TYP. 07 4646.06 TYP.
08 5000.01 0.07 07 4646.06 T.p.p.2 07 4646.03 05 5213.07 T.O.P.2
07 4646.03 136'-10" 07 4646.07 0.07 TYP. TYP. 136' 10"
TYP. TYP.
T.O.P 1 I1 0 T.O.P 1 I1
134'-10" 1 134'�10"
ROOF LEVEL I1
ROOF LEVEL 13Z-5"
132'-5"
D ❑ ❑ T.O.BEARING-LEVEL 3 ■ ■ T.O.BEARING-LEVEL 3
� 130'-41/2" � 130'-41/2"
LlE:1 T.O.DECK-LEVEL 3 ■ \ T.O.DECK-LEVEL 3
121'-31/2" 121'-31/2"
T.O.DECK-LEVEL 3 T.O.DECK-LEVEL 3 PROJECT
(BREEZEWAY) _ (BREEZEWAY) I1
120'-81/2" 120' 81/2" V
T.O.BEARING-LEVEL 2
❑ MEL- 1:1 ❑ T.O. BEARING-LEVEL 2 I1 ❑ CEO'
❑ 119'-8 3/4"
FF
T.O.DECK-LEVEL 2 �� ■ � � T.O.DECK-LEVEL 2
110'-73/4" 110'-73/4"
T.O.DECK-LEVEL 2 T.O.DECK-LEVEL 2
FF]
(BREEZEWAY) (BREEZEWAY) WALL TYPES
110 -0314 110 -03/4
T.O.BEARING-LEVEL 1 ❑ EXTERIOR WALL LOAD-BEARING
o° o 0 0° T.O. BEARING-LEVEL 1 L1 ( )
❑ ❑ ❑ 109' 1" ❑ ❑ 0° o 0 0° ❑ 109,-1" W1 3/8"OSB FURRING STRIPS TO MATCH STUD SPACING,OVER WEATHER BARRIER
A 311999 o° o 0 0° � ON OSB SHEATHING ON 2 X 6 STUDS AT 16"O.C.WITH R-21 BATT FIBERGLASS
■ ❑ L] ■ ❑ • o 0 0 ❑ 'N1 INSULATION ,5/8"GYPSUM BOARD AT INTERIOR, REFER TO STRUCTURAL FOR J•° ° ° •° 33SHEAR LOCATIONS AND STUD SPACING,TYP.AT ALL EXTERIOR WALLS
T.O.SLAB_-LEVEL 1 T.O.SLAB-LEVEL W1A SAME AS W1 (NOT INSULATED)
100,-0" 100,-0" EXTERIOR WALL, BREEZEWAY/STAIR(LOAD-BEARING)
06 2000.02 07 4646.02 07 4646.03 i 06 2000.02
07 4646.03 -
TYP. TYP. UL ASSEMBLY U356-1 HOUR RATED, 3/8"OSB FURRING STRIPS TO MATCH STUD
W2 SPACING, OVER WEATHER BARRIER ON OSB SHEATHING ON 2 X 6 STUDS AT 16"
O.C.WITH R-21 BATT FIBERGLASS INSULATION ,5/8"GYPSUM BOARD AT
INTERIOR, REFER TO STRUCTURAL FOR SHEAR LOCATIONS AND STUD SPACING, U.
C � BUILDING TYPE 1 B- FIRE RISER SIDE C3 BUILDING TYPE 1 B- ELECTRICAL ROOM SIDE TYP.AT ALL EXTERIOR WALLS _
1/8" - 1'-0" 1/8" = 1'-01, W3 EXTERIOR WALL-BREEZEWAY(LOAD-BEARING)
0' 4' 8' 16' 0' 4' 8' 16' UL ASSEMBLY U305-1 HOUR RATED STC OF 55 OR GREATER M
GYPSUM WALL BOARD WITH ARMORTONE FINISH,ON CLARKE DIETRICH RC LJJ
DELUXE RESILIENT CHANNELS ON OSB SHEATHING ON 2X6 STUDS AT 16"ON
CENTER(RE:STRUCTURAL),WITH BATT INSULATION R-21 MINIMUM,5/8"GYPSUM
FIBER CEMENT PANEL FIBER CEMENT PANEL Al FIBER CEMENT PANEL A3 FIBER CEMENT PANEL BOARD ON INTERIOR
C WITH CAULKED BUTT WITH CAULKED BUTT E301 WITH CAULKED BUTT E301 WITH CAULKED BUTT INTERIOR WALL(LOAD-BEARING)
JOINTS JOINTS JOINTS JOINTS 5/8"GYPSUM BOARD OVER 2X6 STUDS AT 16"ON CENTER,WITH BATT 0
INSULATION R-21 MINIMUM, 5/8"GYPSUM BOARD ON INTERIOR.
05 5213.07 W413-SAME AS W4A(NON LOAD-BEARING)
0.07 TYP. 07 4646.06 07 4646.06 0.07 INTERIOR DEMISING WALL(LOAD BEARING) co
07 4646.07 07 4646.06 07 4646.01 07 4646.06 07 4646.07 07 4646.07 23 0000.04 T.O.P.2 ® GA FILE NO.WP3370-1 HOUR RATED STC OF 55 OR GREATER. O
TYP. 136'- 10" ONE LAYER 5/8"TYPE"X"GYPSUM BOARD ON 1/2"CLARKE DIET RICH RC DELUXE '
T.O.P 1 D1 RESILIENT CHANNELS ON DOUBLE 2X4 WOOD STUDS AT 16"O.C. (RE:TO �_ ^
134'-10" STRUCTURAL)ON SEPARATE 2 X 6 PLATES, 7/16"OSB SHEATHING ON OPPOSITE >
ROOF LEVEL n SIDE OF STUDS WHERE USED AS SHEAR WALL(RE:TO STRUCTURAL),3 1/2" •- (�
13232'-5„ I UNFACED FIBERFLASS BATT INSULATION ON BOTH SIDES OF CAVITY.ONE LAYER •-
❑ ❑ ❑ TYPE"X"GYPSUM BOARD(ON OPPOSITE SIDE).
❑ � � FL-1
T.O. BEARING-LEVEL 3230000.04130' 41/2" ROOF 1 FLOOR I CEILING ASSEMBLIES �JJ
TYP. ■ F-T-1 .
T.O.DECK-LEVEL 3 � 0 cy)
121'-31/2" ROOF ASSEMBLY It
T.O.DECK-LEVEL 3 60 MIL TPO ROOF SYSTEM,OVER 1/2"HIGH DENSITY RECOVERY
(BREEZEWA� BOARD OVER A R-20 MINIMUM OF RIGID INSULATION,OVER ROOF
° ° - 120'-81/2" DECK(RE:STRUCTURAL)OVER PRE-ENGINEERED ROOF TRUSSES(1/4" UJ
❑ ❑ ❑ ❑ _
f L
FTF1
R1 PER FOOT SLOPE AT TOP CHORD U.N.O.);ONE LAYER 5/8"TYPE"C" ^^
- Er7i
❑ T.O.BEARING-LEVEL 2 GYPSUM BOARD ON RC CHANNEL AT BOTTOM CHORD OF TRUSS.R-30 >❑ ❑ ❑ . ❑ 119'-8 3/4" BATT INSULATION WITH A CLASS II VAPOR RETARDER COATING OR
T.O.DECK-LEVEL 2 COVERING ON THE UNDERSIDE INSTALLED DIRECTLY BELOW AND IN ui
110'-7 3/4" CONTACT WITH WOOD DECK USING WIRE SUPPORTS(UNVENTED
T.O.DECK-LEVEL 2 ATTIC ASSEMBLY).PROVIDE A TOTAL R-VALUE OF R-38 FOR THE Q
(BREEZEWAY COMPLETE ASSEMBLY
❑ ❑ ° ° ❑ 110'-0 3/4"Li u ROOF ASSEMBLY
❑ T.O.BEARING-LEVEL1 60 MIL R2 VER 1/2"HIGH DENSITY RECOVERY
BOARD OVER ROAR 20 MINIMUOF SYSTEM, M OF RIGID INSULATION OVER ROOF DECK
(RE:STRUCTURAL)OVER DIMENSIONAL ROOF JOISTS @ 16"O.C.(RE:
■ STRUCTURAL), 1/4"PER FOOT SLOPE RIPPED IN TOP CHORD, 1/4"
FIBER CEMENT BOARD FASTENED TO BOTTOM OF JOISTS @ 16"O.C.
T.O.SLAB .LEVEL 1 I1 (VENTED ATTIC ASSEMBLY)
g 7 4646.02 07 4646.02
100'-0"
B 1 BUILDING TYPE 1 B- BACK ELEVATION FLOOR ASSEMBLY-1 HOUR FIRE RATING(UL L521)
FINISH FLOOR AS SCHEDULED;OVER 3/4"GYPCRETE UNDERLAYMENT;
1/8" = 1'-0" OVER 1/4"SOUND DEADENING MAT, LOOSE LAID WITH CONTINUOUS
0' _4' 8' 16' F1 PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE:STRUCTURAL); 12"
MIN,UNFACED GLASS FIBER SOUND BATT INSULATION DRAPED OVER; 1/2" PERMIT SET
FIBER CEMENT PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM BOARD.
WITH CAULKED BUTT q3 WITH CAULKED BUTT q1 WITH CAULKED BUTT WITH CAULKED BUTT
JOINTS E301 JOINTS E301 JOINTS JOINTS
055213.07 FLOOR ASSEMBLY @ BREEZEWAY-1 HOUR FIRE RATING(UL L521) REVISIONS
07 4646.06 TYP.TYP.
26 0000.03 07 4646.06 T.O.P.2 FINISH FLOOR AS SCHEDULED;OVER 3"CONCRETE,LOOSE LAID WITH Q
07 4646.06 07 4646.07 07 4646.07 136'-10" F2 CONTINUOUS PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE:
F07 4646.07 STRUCTURAL); 12"MIN,UNFACED GLASS FIBER SOUND BATT INSULATION Q
T.O.P 1 DRAPED OVER; 1/2"RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM
I IF I f -T'D
0 n ® ® ® 0 134'-10" BOARD.
ROOF LEVEL I1
132'-5" Q
❑ ❑ T.O. BEARING-LEVEL 3 LEGEND
- IE 130 -41/2 Q
PEI T.O.DECK-LEVEL 3 FIBER CEMENT BOARD WITH
121 -31/2 BATTENS,TRIM AND LE REFER TO FINISH
DME - - T.O.DECK-LEVEL 3 FLASHING
LEGEND ON AF621 DRAWN BY ATG, BL
(BREEZEWAY) OL REVIEWED BY MJH, RAW
120'-81/2" V FIBER CEMENT PLANK
WITH TRIM AND FLASHING DATE 07/06/2018
- T.O.BEARING-LEVEL 2
119'-8 3/4" TO PROJECT NO 17-0140
- FINIWC-S REFER D
T.O.DECK-LEVEL 2 FINISH LEGEND ON
HI 110'-7 3/4" AF621
A T.O.DECK-LEVEL 2 BACK
(BREEZEWAY) I1 DRAWING NAME
110' 0 3/4" V
u _E1
T.O.BEARING-LEVEL 1TPA
TYPE 1 B -
109, 1" EXTERIOR
0 ELEVATIONS
IL 41F FIRE RISER ROOM ELECTRICAL ROOM
T.O.SLAB-LEVEL SIDE SIDE
7 4646.02 07 4646.02 07 4646.02 100' 0" VARIES VARIES
I
Lo
co
B ILDING TYPE 1 B - FRONT ELEVATION SHEET NO
00
A� AE202
rn 0' 4' 8' 16' FRONT
1 4 5 6
1 3
ARCHITECTURE / DESIGN / INSPIRATION
GENERAL SHEET NOTES
A. ALUMINUM VENT CAPS WITH INSECT SCREENS SHALL BE PROVIDED AT WALL VENTED
EXHAUST
B. PLUMBING LINES SHALL NOT BE LOCATED IN EXTERIOR WALLS
C. WATER SHALL POSITIVELY DRAIN AWAY FROM ALL BUILDING EDGES AND EXTERIOR DEKKER
CONCRETE SLABS
D. PROVIDE STUCCO CONTROL JOINTS TO BE CONTINUOUS AROUND ALL FACES AT PORTAL
ENTRY
E. PROVIDE 3.5"TRIM AT ALL INTERIOR, EXTERIOR, CORNERS AND HORIZONTAL EDGES OF P E R I C H
FIBER CEMENT PANELS,TYP
F. PROVIDE 4"TRIM AT ALL WINDOW OPENINGS,TYP.
G. BALCONY,STAIR AND BREEZEWAY RAILING TO BE FABRICATED OF 2"HSS TUBE STEEL,
3/4"STEEL ANGLE AND 2"X2"X14 GA.WELDED WIRE MESH, PRIME AND PAINT,TYP SABATINI
H. ELEVATIONS SHOW LINES THAT INDICATE LOCATION OF BATTEN& 4'-0'X 8'-0"FIBER
CEMENT PANEL SIZE;WINDOW PLACEMET TO BE ADJUSTED TO BEST COORDINATE WITH
E PATTERN LOCATION TYP
I. AT BALCONIES FIBER CEMENT PANEL CAULK JOINT IS INDICATED ALIGN NAIL HOLES, FILL,
SAND, &PAINT
J. ALL
JEFFERSON NE, SUITE 100
REFERENCE KEYNOTES 7601 ALBUQUERQUE, NM 87109
06 2000.02 PRIVACY SCREEN
074646.02 FIBER CEMENT PLANK 505.761 .9700 / DPSDESIGN.ORG
07 4646.03 FIBER CEMENT TRIM
23 0000.01 MECHANICAL EQUIPMENT
FIN
r 3%Nh, M
C1 D1 D1 C1 � f•''F•
I
E30 E30 E30 E30
07.06.2018
T.O.P.2 T.O.P.2 SEAL
136'- 10" 136'-10"
T.O.P 1 I1 T.O.P 1 I1
134'-10" V 134'-10" V
ROOF LEVEL ROOF LEVEL I1
132' 5" I 132'�5"
❑ ❑ T.O.BEARING
30'LEVEL
4 1/2" n ❑ ❑ T.O.BEARING
130'LEVEL
41/2"
D
T.O.DECK-LEVEL 3
121'-31/2" T.O.DECK-LEVEL 3
121'-31/2"
T.O.DECK-LEVEL 3 T.O.DECK-LEVEL 3
—ABREEZEWA� �BREEZEWA�
120'-81/2" 120'-81/2" PROJECT
■ � 1 T.O.BEARING-LEVEL 2 ❑ 1 1 H
T.O.BEARING-LEVEL 2
u 119'-83/4" 119'-8 3/4T.O.DECK-LEVEL 2 T.O.DECK110'E 7 3/4"VEL �
110'-73/4" 111 ALI T.O.DECK-LEVEL 2 T.O.DECK-LEVEL 2
BREEZEWAY �IF
110 -0 3/4 BR110 EO 3/4
T.O.BEARING-LEVEL 1 0 o T.O.BEARING-LEVEL 1 WALL TYPES
❑ �❑ �❑ ❑ 109'-11, El El o o 109'-1"
o o OD oj OD EXTERIOR WALL(LOAD-BEARING)
❑ ' ■ ❑ o o ❑ W1 3/8"OSB FURRING STRIPS TO MATCH STUD SPACING,OVER WEATHER BARRIER
0 0 HOD 03 OD 7 ON OSB SHEATHING ON 2 X 6 STUDS AT 16"O.C.WITH R-21 BATT FIBERGLASS
1 INSULATION ,5/8"GYPSUM BOARD AT INTERIOR, REFER TO STRUCTURAL FOR
\'k T.O.SLAB_T.O.SLAB T.O.SLAB SHEAR LOCATIONS AND STUD SPACING,TYP.AT ALL EXTERIOR WALLS
100,-i0" 100,-0" W1A-SAME AS W1 (NOT INSULATED)
EXTERIOR WALL, BREEZEWAY/STAIR(LOAD-BEARING)
UL ASSEMBLY U356-1 HOUR RATED, 3/8"OSB FURRING STRIPS TO MATCH STUD
W2 SPACING, OVER WEATHER BARRIER ON OSB SHEATHING ON 2 X 6 STUDS AT 16"
BUILDING TYPE 2 - FIRE RISER SIDE I �' BUILDING TYPE 2 - ELECTRICAL ROOM SIDE O.C.WITH R-21 BATT FIBERGLASS INSULATION ,5/8"GYPSUM BOARD AT
INTERIOR, REFER TO STRUCTURAL FOR SHEAR LOCATIONS AND STUD SPACING, U.
1 1/8" = V-0" v 3/ 1/8" = l'-0" TYP.AT ALL EXTERIOR WALLS
FIBER CEMENT PANEL 0' r 4' 8' 16' \__/ FIBER CEMENT PANEL 0' 4' 8' 16'
WITH CAULKED BUTT WITH CAULKED BUTT EXTERIOR WALL-BREEZEWAY(LOAD-BEARING)
JOINTS JOINTS W3 UL ASSEMBLY U305-1 HOUR RATED STC OF 55 OR GREATER M
GYPSUM WALL BOARD WITH ARMORTONE FINISH,ON CLARKE DIETRICH RC J
Al A4 DELUXE RESILIENT CHANNELS ON OSB SHEATHING ON 2X6 STUDS AT 16"ON
E30 E30 CENTER(RE:STRUCTURAL),WITH BATT INSULATION R-21 MINIMUM,5/8"GYPSUM
T.O.P.2 BOARD ON INTERIOR
C 07 4646.03A 136'-10" INTERIOR WALL(LOAD-BEARING)
T.O.P 5/8"GYPSUM BOARD OVER 2X6 STUDS AT 16"ON CENTER,WITH BATT
T. 1 0
4 INSULATION R-21 MINIMUM, 5/8"GYPSUM BOARD ON INTERIOR.
1T. 1
ROOF LEVEL W4B-SAME AS W4A(NON LOAD-BEARING)
co
132'-5" INTERIOR DEMISING WALL(LOAD BEARING)
❑ ❑ ❑ ❑ GA FILE NO.WP3370-1 HOUR RATED STC OF 55 OR GREATER. 0
ONE LAYER 5/8"TYPE"X"GYPSUM BOARD ON 1/2"CLARKE DIETRICH RC DELUXE —
71 T.O.BEARING-LEVEL 3 D1 RESILIENT CHANNELS ON DOUBLE 2X4 WOOD STUDS AT 16"O.C. (RE:TO .
130'-4 1/2" STRUCTURAL)ON SEPARATE 2 X 6 PLATES, 7/16"OSB SHEATHING ON OPPOSITE ">
- T.O.DECK LEVEL 3 SIDE OF STUDS WHERE USED AS SHEAR WALL(RE:TO STRUCTURAL),3 1/2"FILI 1_1] LJ FIF •— (�
121' 3 1/2" UNFACED FIBERFLASS BATT INSULATION ON BOTH SIDES OF CAVITY.ONE LAYER •—
T.O. DECK LEVEL 3 TYPE"X"GYPSUM BOARD(ON OPPOSITE SIDE).
-(BREEZEWAY) .�
120'-8 1/2"
T.O. BEARING-LEVEL2 ROOF 1 FLOOR I CEILING ASSEMBLIES
119'-8 3/4" O
1_1171 il Ll—1 FIF ROOF ASSEMBLY
T.O.DECK-LEVEL 2 60 MIL TPO ROOF SYSTEM,OVER 1/2"HIGH DENSITY RECOVERY
110'-7 3/4" BOARD OVER A R-20 MINIMUM OF RIGID INSULATION,OVER ROOF
T.O.DECK-LEVEL 2 DECK(RE:STRUCTURAL)OVER PRE-ENGINEERED ROOF TRUSSES(1/4"
(BREEZEWAY) R1 PER FOOT SLOPE AT TOP CHORD U.N.O.);ONE LAYER 5/8"TYPE"C" '^^
110'-0 3/4" GYPSUM BOARD ON RC CHANNEL AT BOTTOM CHORD OF TRUSS.R 30 > I..L
07 4646.02 BATT INSULATION WITH A CLASS II VAPOR RETARDER COATING OR
T.O.BEARING LEVEL 1 COVERING ON THE UNDERSIDE INSTALLED DIRECTLY BELOW AND IN ui
109' 1" CONTACT WITH WOOD DECK USING WIRE SUPPORTS(UNVENTED
krT71[LA
ATTIC ASSEMBLY).PROVIDE A TOTAL R-VALUE OF R-38 FOR THE Q
COMPLETE ASSEMBLY
T.O.SLABT.O.SLAB ROOF ASSEMBLY
100'-0" 60 MIL TPO ROOF SYSTEM,OVER 1/2"HIGH DENSITY RECOVERYui
R2 BOARD OVER A R-20 MINIMUM OF RIGID INSULATION OVER ROOF DECK
07 4646.02 (RE:STRUCTURAL)OVER DIMENSIONAL ROOF JOISTS @ 16"O.C.(RE:
06 2000.02 EE STRUCTURAL), 1/4"PER FOOT SLOPE RIPPED IN TOP CHORD, 1/4"
FIBER CEMENT BOARD FASTENED TO BOTTOM OF JOISTS @ 16"O.C.
B1 BUILDING TYPE 2 - BACK ELEVATION (VENTED ATTIC ASSEMBLY)
B 1/8" = 1'-0" FIBER CEMENT PANEL FIBER CEMENT PANEL
WITH CAULKED BUTT WITH CAULKED BUTT 0' 4' 8' 16'
JOINTS A4 Al JOINTS FLOOR ASSEMBLY-1 HOUR FIRE RATING(UL L521)
E30 E30 FINISH FLOOR AS SCHEDULED;OVER 3/4"GYPCRETE UNDERLAYMENT;
/,-23 0000.01 07 4646.03 OVER 1/4"SOUND DEADENING MAT, LOOSE LAID WITH CONTINUOUS
F1 PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE:STRUCTURAL); 12"
MIN,UNFACED GLASS FIBER SOUND BATT INSULATION DRAPED OVER; 1/2" PERMIT SET
136'T.O.P.
RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM BOARD.
T.O.P 1
134'-10"
❑ ❑ ❑ ❑ ROOF LEVEL
FLOOR ASSEMBLY @ BREEZEWAY-1 HOUR FIRE RATING(UL L521) REVISIONS
132'-5" FINISH FLOOR AS SCHEDULED;OVER 3"CONCRETE,LOOSE LAID WITH Q
El
T.O.BEARING-LEVEL 3 F2 CONTINUOUS PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE:
130'-41/2" STRUCTURAL); 12"MIN,UNFACED GLASS FIBER SOUND BATT INSULATION Q
- DRAPED OVER; 1/2"RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM
T.O.DECK-LEVEL 3 L1 BOARD. Q
121'-31/2"
J m Fl — T.O.DECK-LEVEL 3
BREEZEWAY
120 -81/2"
Q
T.O.BEARING-LEVEL 2 LEGEND
- 119'-83/4"
- FIBER CEMENT BOARD WITH
T.O.DECK-LEVEL 2 I1 BATTENS,TRIM AND T-3; REFER TO FINISH DRAWN BY ATG, BL
110'-7 3/4" FLASHING LEGEND ON AF621
BREEZEWAY) I1 FIBER CEMENT PLANK REVIEWED BY MJH, RAW
- - 110'-0 3l4" V WITH TRIM AND FLASHING DATE 07/06/2018
- T.O.BEARING-LEVEL 1
PROJECT NO 17-0140
WC-FINIS REFER TO
FINISH LEGEND ON
AF621
BACK
q DRAWING NAME
T.O.SLAB-LEVEL 1
100, 0"
07 4646.02 07 4646.02 07 4646.02 TYPE 2 -
EXTERIOR
A lBUILDING
/BU I L D I N G TYPE 2 - FRONT ELEVATION FIRE RISER ROOM ELECTRICAL ROOM ELEVATIONS
SIDE SIDE
0' 4' 8' 16' VARIES VARIES
I
N
7� SHEET NO
00
CID
AE203
FRONT
2 3 4 5 6
1 2 3 4 6
ARCHITECTURE / DESIGN / INSPIRATION
GENERAL SHEET NOTES
A. ALUMINUM VENT CAPS WITH INSECT SCREENS SHALL BE PROVIDED AT WALL VENTED
EXHAUST
B. PLUMBING LINES SHALL NOT BE LOCATED IN EXTERIOR WALLS
C. WATER SHALL POSITIVELY DRAIN AWAY FROM ALL BUILDING EDGES AND EXTERIOR DEKKER
CONCRETE SLABS
D. PROVIDE STUCCO CONTROL JOINTS TO BE CONTINUOUS AROUND ALL FACES AT PORTAL
ENTRY
E. PROVIDE 3.5"TRIM AT ALL INTERIOR, EXTERIOR,CORNERS AND HORIZONTAL EDGES OF P E R I C H
FIBER CEMENT PANELS,TYP
F. PROVIDE 4"TRIM AT ALL WINDOW OPENINGS,TYP.
G. BALCONY, STAIR AND BREEZEWAY RAILING TO BE FABRICATED OF 2"HSS TUBE STEEL,
3/4"STEEL ANGLE AND 2"X2"X14 GA.WELDED WIRE MESH, PRIME AND PAINT,TYP SABATINI
H. ELEVATIONS SHOW LINES THAT INDICATE LOCATION OF BATTEN& 4'-0'X 8'-0"FIBER
CEMENT PANEL SIZE;WINDOW PLACEMET TO BE ADJUSTED TO BEST COORDINATE WITH
E PATTERN LOCATION TYP
I. AT BALCONIES FIBER CEMENT PANEL CAULK JOINT IS INDICATED ALIGN NAIL HOLES, FILL,
SAND,&PAINT
J. ALL
JEFFERSON NE, SUITE 100
REFERENCE KEYNOTES 7601 ALBUQUERQUE, NM 87109
07 4113.01 METAL ROOF PANEL SYSTEM OVER SELF-ADHERED ROOF UNDERLAYMENT
074646.01 FIBER CEMENT PANEL 505.761 .9700 / DPSDESIGN.ORG
07 6200.02 METAL SCUPPER
07 7100.01 MANUFACTURED METAL COPING,TYP ALL WALLS
07 4113.01 08 4313.01 ALUMINUM-FRAMED STOREFRONT SYSTEM
07 4646.01 07 7100.01 22 0000.04 DRINKING FOUNTAINS
PROVIDE PRI NG FOR 07 4646.01 22 0000.05 EXTERIOR LOCKING HOSE BIB
B4 E4 ALTERNAT A4 AN PROVIDE
PRICING ARTISAN R 26 0000.04 ANALOG PHONE
SIDING
E30 SIDING
E30 084313.01 E30 �
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CLUBHOUSE ROOF 2 }�F• �
121' 0" ® f,Oil
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CLUBHOUSE PARAPET ® 07.06.2018
117'-0"
SEAL
CLUBHOUSE ROOF n
112'-0"
D pp 0
o ,
T.O.SLAB-_LEVEL 1 n
100,-0"
08 4313.01 PROJECT
ALUMINUM-FRAMED EXPOSED
STOREFRONT SYSTEM CONCRETE STEM
WALL
mm
D3 CLUBHOUSE - WEST ELEVATION
WALL TYPES
07 4113.01 EXTERIOR WALL(LOAD-BEARING)
W1 3/8"OSB FURRING STRIPS TO MATCH STUD SPACING,OVER WEATHER BARRIER
ON OSB SHEATHING ON 2 X 6 STUDS AT 16"O.C.WITH R-21 BATT FIBERGLASS
/A4 E4 B4 N1 INSULATION,5/8"GYPSUM BOARD AT INTERIOR, REFER TO STRUCTURAL FOR
E30 E30 E303 SHEAR LOCATIONS AND STUD SPACING,TYP.AT ALL EXTERIOR WALLS
07 4646.01 W1A-SAME AS W1 (NOT INSULATED)
PROVIDE PRICING FOR EXTERIOR WALL, BREEZEWAY/STAIR(LOAD-BEARING)
ALTERNATE ARTISAN UL ASSEMBLY U356-1 HOUR RATED,3/8"OSB FURRING STRIPS TO MATCH STUD
SIDING CLUBHOUSE ROOF 2 W2 SPACING, OVER WEATHER BARRIER ON OSB SHEATHING ON 2 X 6 STUDS AT 16" Q
121'-0" O.C.WITH R-21 BATT FIBERGLASS INSULATION,5/8"GYPSUM BOARD AT
INTERIOR, REFER TO STRUCTURAL FOR SHEAR LOCATIONS AND STUD SPACING,
CLUBHOUSE PARAPET TYP.AT ALL EXTERIOR WALLS
117' 0"
EXTERIOR WALL-BREEZEWAY(LOAD-BEARING)
W3 UL ASSEMBLY U305-I HOUR RATED STC OF 55 OR GREATER M
GYPSUM WALL BOARD WITH ARMORTONE FINISH,ON CLARKE DIETRICH RC J
�I_ DELUXE RESILIENT CHANNELS ON OSB SHEATHING ON 2X6 STUDS AT 16"ON
CLUBHOUSE ROOF I1 CENTER(RE:STRUCTURAL),WITH BATT INSULATION R-21 MINIMUM,5/8"GYPSUM
112'-0" V BOARD ON INTERIOR
INTERIOR WALL(LOAD-BEARING)
C 5/8"GYPSUM BOARD OVER 2X6 STUDS AT 16"ON CENTER,WITH BATT
INSULATION R-21 MINIMUM,5/8"GYPSUM BOARD ON INTERIOR. O
W413-SAME AS W4A(NON LOAD-BEARING)
INTERIOR DEMISING WALL(LOAD BEARING)
` GA FILE NO.WP3370- 1 HOUR RATED STC OF 55 OR GREATER. 0 -0
T.O. SLAB-LEVEL 1 -
100'-0" V D1 ONE LAYER 5/8"TYPE"X"GYPSUM BOARD ON 1/2"CLARKE DIETRICH RC DELUXE
RESILIENT CHANNELS ON DOUBLE 2X4 WOOD STUDS AT 16"O.C.(RE:TO _
STRUCTURAL)ON SEPARATE 2 X 6 PLATES, 7/16"OSB SHEATHING ON OPPOSITE ->
SIDE OF STUDS WHERE USED AS SHEAR WALL(RE:TO STRUCTURAL),3 1/2" -- m
UNFACED FIBERFLASS BATT INSULATION ON BOTH SIDES OF CAVITY.ONE LAYER •—
TYPE"X"GYPSUM BOARD(ON OPPOSITE SIDE).
CLUBHOUSE - WEST ELEVATION ROOF I FLOOR / CEILING ASSEMBLIES Cn
C31/8'= l'-0" O co
ROOF ASSEMBLY
60 MIL TPO ROOF SYSTEM, OVER 1/2"HIGH DENSITY RECOVERY
07 4113.01 BOARD OVER A R-20 MINIMUM OF RIGID INSULATION, OVER ROOF
D4 METAL ROOF PANEL DECK(RE:STRUCTURAL)OVER PRE-ENGINEERED ROOF TRUSSES(1/4" uj
SYSTEM OVER R1 PER FOOT SLOPE AT TOP CHORD U.N.O.); ONE LAYER 5/8"TYPE"C"
METAL SCUPPPERER -^^
07 620 E30 SELF-ADHERED ROOF GYPSUM BOARD ON RC CHANNEL AT BOTTOM CHORD OF TRUSS. R-30 > I..L
UNDERLAYMENT BATT INSULATION WITH A CLASS II VAPOR RETARDER COATING OR
COVERING ON THE UNDERSIDE INSTALLED DIRECTLY BELOW AND IN
CONTACT WITH WOOD DECK USING WIRE SUPPORTS(UNVENTED ui
CLUBHOUSE ROOF 2
ATTIC ASSEMBLY). PROVIDE A TOTAL R-VALUE OF R-38 FOR THE Q
O COMPLETE ASSEMBLY
121'-0"
--- ROOF ASSEMBLY
_ L CLUBHOUSE PARAPET 60 MIL TPO ROOF SYSTEM, OVER 1/2"HIGH DENSITY RECOVERY ui
� 11J 1 R2 BOARD OVER A R-20 MINIMUM OF RIGID INSULATION OVER ROOF DECK
(RE:STRUCTURAL)OVER DIMENSIONAL ROOF JOISTS @ 16"O.C. (RE:
STRUCTURAL), 1/4"PER FOOT SLOPE RIPPED IN TOP CHORD, 1/4"
+ FIBER CEMENT BOARD FASTENED TO BOTTOM OF JOISTS @ 16"O.C.
CLUBHOUSE ROOF
B o
FLOOR ASSEMBLY-1 HOUR FIRE RATING (UL L521)
` FINISH FLOOR AS SCHEDULED;OVER 3/4"GYPCRETE UNDERLAYMENT;
OVER 1/4"SOUND DEADENING MAT, LOOSE LAID WITH CONTINUOUS
—o F1 PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE: STRUCTURAL); 12"
T.O.SLAB=LEVEL 1 MIN, UNFACED GLASS FIBER SOUND BATT INSULATION DRAPED OVER; 1/2'
`V 08 4313.01 100'-0"� RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM BOARD.
PERMIT SET
ALUMINUM-FRAMED
STOREFRONT SYSTEM 26 0000.04
07 4646.01 22 0000.05
FIBER CEMENT PANEL FLOOR ASSEMBLY(a)BREEZEWAY-1 HOUR FIRE RATING(UL L521) REVISIONS
PROVIDE PRICING FOR 22 0000.04 FINISH FLOOR AS SCHEDULED;OVER 3"CONCRETE, LOOSE LAID WITH Q
ALTERNATE ARTISAN CONTINUOUS PERIMETER ISOLATION JOINT;OVER WOOD DECK(RE:
B3 CLUBHOUSE - SOUTH ELEVATION F2
1/8"=1'-0" STRUCTURAL); 12"MIN, UNFACED GLASS FIBER SOUND BATT INSULATION Q
DRAPED OVER; 1/2"RESILIENT CHANNEL AT 12"O.C.;5/8"TYPE"C"GYPSUM
BOARD. Q
Q
077100.01 D4E303 PROVIDE PRICING FOR LEGEND
MANUFACTURED METAL
COPING,TYP ALL WALLS ALTERNATE ARTISAN Q
SIDING FIBER CEMENT BOARD WITH
BATTENS,TRIM AND T 3; REFER TO FINISH
I1
LEGEND ON AF621 DRAWN BY JIM,ATG
CLUBHOUSE ROOF 2 FLASHING
121'-0" V REVIEWED BY MJH, RAW
FIBER CEMENT PLANK
CLUBHOUSE PARAPET I1 WITH TRIM AND FLASHING DATE 07/06/2018
117117'-0"
WC-3; REFER TO PROJECT NO 17-0140
FINISH LEGEND ON
AF621
BACK
A
CLUBHOUSE ROOF � DRAWING NAME
CLUBHOUSE
ELEVATIONS
T.O. SLAB-LEVEL 1 O FIRE RISER ROOM ELECTRICAL ROOM
100'-0" SIDE SIDE
VARIES VARIES
a
CLUBHOUSE - NORTH ELEVATION SHEET NO
m 1/8"=1'-0"
CD AE205
0
FRONT
ti
4 5 6