HomeMy WebLinkAboutCascade Village Westhaven Condos (2) Cot
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ROOM FINISH SCHEDULE - BLDG. B PENTHOUSE UNIT �--
i �
ROOM NO, ROOM NAME FLOOR BASE WALLS CEILING NOTES U cc
MATL FINISH MATL FINISH N S E W MATL FINISH HEIGHT BEY V-0"PLAN LEVEL 3 w e o 0 o e
331 TRY WD 5 wD 5 GWB GWB/WD PAINT/STN T1S7 ARIES - �,. � •) _ co
a
833 CLOS. CARP WD ST B GWB B WB GWB PAINT
PAI T 8-0 PROVIDE
IDE -EL EES/MD Z U n 3
W.C. _qW TILE TILE GWB GWB GWB PAINT a.01
335 M S ER ILE TI * * * * P I 5-0 * : INTERI L ATI S , E
356 M TER BEDROOM CARP -- WD S - WB B WB G Pit q-0 A B C D E F
337 DI I WD STN WD 5 WB GWB WD 5T ARIES --
338 LI 1 WD ST WD S WB GWB WD 5 ARIES -- 101'-7" L�
33q KIT WD S7 WD S * * * * WB/WD PAI T/S 5-0 * RE: I IOR EL I
P TR WD S WD S WB wB PAI T 5-0 P I EL ES
1 5 CARP - WD S GWB B P I T AR1 - 3'- ' 1- r 1 r :- r I r
TAIR CARP - WD ST GWB GWB GWB GWB GWB PAI T ARIES 3 I 10-7 32 0 q-11
-r
TOR CARP -- WD S7 WB WB B WB PAI T 5-0 P ID EL ES
T #2 TILE TILE - * * * « PAI T 8-0 * RE: l TERIOR EL A IONS 7 r 1- r I r i'-6 " 4'-II
711.E - w 5 PA1 8-0 - j l5 q 15-q i
CLOS. CARP -- WD S GWB GWB G P I 8-0 IDE EL 141-10r 12'-3 " 6'-9' II'-10i"
uj
FEN!
547 BEDROOM CARP WD S WB GWB WB WB PA! T 8-0 -- �I
346 OFFICE CARPET - WD S GWB GWB WB W13 PAI T 5-0 --
59PROOM #3 CARP WD 5 GWB B GWB B WB PAI 7 5-0 -- 1 - - -- - - - - - -- - - - - - - - - - - - o
350 CLOG. 03 CARP WD S WB GWB PAINT 8-0 I E SHEL A-as Q
351 LL CAR -- WD S WB B WB PAI T 8-0 I E EL D 3 2 1 Q
352 CLOS. CARP WD S WB GWB WB GWB GWB PAI t 8-0 PROVIDE ELVES/ROD I O O Q a
353 BAT #3 TILE -- TILE - * * * * GWB PAI T 8-0 * RE: I T RIOR EL ATI S 2 I I -' - - - - - - a
BEDROOM 04 CARPET -- WD ST Gw8 GWB WB PAI t 5-0 --
355 MUD/ U Y IL -- IL -- * * * * WB PAI T 8-0 * E: ! T IOR EL I 5 -
856 LL CARP -- WD S GWB B G PIT 6-0 -- I I I , `° _-__ - 4'
957 L . CL. CARPET -- WD S WB B B W8 PIT 8-0 IDE EL D I 0' I�+ -- _-- r _-- _T--
358 MOP RM. TILE -- TILE WB GWB GWB GwB GWB PAINt 8-0 P ID EL ES WI I '
W S �! I 8- I 1 ----- --- --- ---- '
I I I � ■
BEDROOM 2 BEDROOM 3 I I BEDROOM 4 En
cr
- I # I # I #
_� 1 I --- --- , I -- -----
DOOR SCHEDULE BLDG, B PENTHOUSE UNIT I 1 01 _ _ _ I I _ - _ _ L1
DOOR FRAME I I I ° ' 1 -- _ T ^_
201 BATH 3
SIZE DETAIL I FIRE 4 I I 353 --- --- I f --- ---
H DWAR a I f o L I
MARK SET No. AT I N NOTES I I , _-- --
Door Sixes) MATL TYPE WIDTH MATL TYPE _ - -� uP
WxH HGT THK HEAD JAMB SILL LABEL I DN
1� - - - - - - - - - -
331A I -6 3-0 x 7-0 7-0 1 3/ WD E -6 WD DBL -- -- -- 1 MI , RATED U IT TRY DOOR p 1
2-0 x 7-0 7-0 1 3/ WD F -0 WD 5GL 6/A- .5 5/A-7.5 - 4 -- I _. - - 1 1 - - - - - -
333A -0 x 7-0 7-0 1 3/ WD F -0 WD L 6/A- .5 5/A- .5 7r, Iq - - - I A® I
334A -6 x 7- 7-0 13/4 WD F 2-6 WD L 6/A- .5 5/A-7,5 3 - f �' r '
B35A -6 x 7- 7-6 1 3 5 W -8 WD POG 16/A-7 6 1 / -7 6 B - q - _ - _ _ _ _ _ _ _ _ _----�_ _ _
336 2-8 x -0 -0 1 3/ WD A 2-8 •' EO
------------ --- - --- -----
I
- - - -
- - 7s
r � -
r r A ► _ _ _
-10 x 7-0 7-0 i 3/ WD A -10 WD L 6/A-7.5 5/A-7.5 i ��. # � CLOS.
IA 2-6 x 7-0 7-0 13/4 WD A -6 WD SGL 6/A-7,5 5/A-7.5 17 -- i ! ! I 34 fi OFFICE ' 35Q W1q 0 Wiq ___-- I i7 1
343A -6 x 7-0 7-0 1 3/ wD A -5 WD SGL 6/A- .5 5/A- .5 17 -- I 348 W19 -- - _�
I
cLO 4
A 3-0 x 7-0 7-0 1 W 3-0 WD L 6/A- .5 5/A-7,5 3 1
I 1 uD uND _
P -6 x -0 -0 1 3/ WD B 5-0 WID DBL 6 - .5 5 -7.5 -- -- I I I I 352 A --/
7A 3-0 x 7-0 7-0 1 3/4 WD A 3-0 WD L 6/A- .5 5/A-7.5 3 i _.._._....-- - W19 3 5 -' a
PR -0 x 7-0 7-0 13/ wD 8 -0 WD DBL 6/A-7,5 51A-7.5 - Tw0 TYPE-F DOORS I �_ D I I V!
- I f n5� _,
qA 2 -8 x 7-0 7-0 1 3l wD A -a wD 5GL 6IA- .5 5/A-7.5 3 -- 6 i �; K NTRY F I I
350 -0 x 7-0 7-0 1 3/4 WD F -0 W L 6 -7.5 5 -7.5 I ' -^, , -___- I L3
3alA PR 2 -6 x -0 7-0 I WD B 5-0 WD DBL 6/A- .5 5/A-7.5 2 - - i ! 2'-10" 5 '-�}" S A 4'-3 " 6'r8r 3'-10#"1 T-10 " It" 1a 51-7r
-- � � ; : O
353A 2-8 x 7-0 7-0 1 3/ WD A 2-8 WD 5GL 6/A-7.5 5/A-7,5 8 - '� q'-8' V-Or PROVIDE 1 HOUR RATED WALLS 6 I
3538 2 -8 x 7-0 1 -0 1 3/ WD A -5 WD 6/A-7.5 5/A-7.5 - 3 -- i ;;, I' h!3 r tILE GPT I CEILING AROUND STORAGE ROOM HALL I B 1
3550 -6 x 7-0 7-0 1 3 4 W A -6 WD L 6/A-7 5 5/A-7,5 -- 3 -- i _ _ _ _ .� _ _ _ _ _ - - - - - - - - - - _ -- �, 356 I MOP RM. A-8
3MA -8 x -0 -0 I / WD A 2-8 wD L 6 - .5 5/ -7.5 -- 3 -- g +- C - - _ - - - 0
355A 3-0 x 7-0 7-0 13/ WD A 3-0 WD L 6/A-7.5 5/A-7.5 - 4 - I A
3%13 3-0 x 7-0 7-0 WD 3-0 WD SGL 6/A-7.5 5/A-7.5 5 20 MI . RAE U IT ENTRY DOOR
3"57A -0 x 7-0 7-0 1 3/4 WD A 2-0 WD L 6/A-7.5 5/A-7,5 4 -- - � -
358A I -6 x 7- 7-0 1 3 W 1 -6 WD 6/A- 5 5/A-7 5 -- -- I A n 1 I 1 wD 357 `^/ A I f�En
. 6 -0 -4 I W 5- 5 5 - -----
r SLOPE] GONCRTE , I I ' I I STOR. I CLOS. - - - I w21
I I I I A I
O� BELOW a '�F�r. AtH 2 343 STAIR 1
r ------
}' n I 44 r I STO RAGE 16 342 r Ej
W21
WINDOW SCHEDULE - BLDG. B PENTHOUSE UNIT - -- - - - -
o i - - - - - - MICRO REF A I REFER 7O SHEET A-2.3 F W
SIZE HEAD DETAILS ' I - - - r - r r ='�` - - 1 r "
ACC. i r DIMENSIONS, DOOR +e FINI a
NUMBER TYPE MATERIAL MFR COLOR STC RATING NOTES ' 1 . 3'-Q�._ Iq 6- �- 6'-�" 4- �'-6" �' 6'-e " '-3' 1 -1 INFORMATION IN ELEVATOR LOBBY
WIDTH HEIGHT HEIGHT SILL JAMB HEAD �`'"
r i !�--
- � - - - r 1 STAIRS, r
i 6-0 6-0 8-0 H wD CLAD P07ZI CLR. AN0. I/A-7.5 2/A-7.3 3/A-7.3 M1 . 32 2 3-0 X6-0 sl LE HUNGs ; 7 , i i 1q I WD TIE ENTRY ri
2 6-0 6-0 8-0 WD CLAD P07ZI CLR. ANO. 1/ -7.3 2/A-7. 3/A-7. MIN. 3 2 3-0 X6-0 SI LE U i I I I g 1q 331
3 6 -0 6-0 8-0 WD CLAP POZZI CLR. ANO. I/A-7.3 /A-7. 3/A-7.3 MIN. 3-0 X6-0 S1 LE U GIS I I I I I A 1 r PANTRY : r 1- 1_ r 1- r
I , K �;CHEN ` A�.7 5 -q 3 3 5 5 I
4 2-6 2-6 7-0 A WD CLAD POZ .1 CLR. ANO. I/A-7.3 2/A-7.3 3/A-7.3 MIN. 32 AWNING , I I I__________ 39 i 6 34o I I
5 3-0 8-0 8- WD CLAD POZZI CLR. A 0. -- -- -- - SWI DOOR 1 ,
-- I _
6 2-6 2-6 7-0 A WD CLAD POZZI CLR. ANO. WA-7 3 10/A-7.3 II/A-7.3 AWNING i ! I r _ - - _ - f
7 3-0 3-0 7-0 B WD C D POZZI CLR. A . A-7 5 10 -7.3 11 -7.3 AW I ,
6 -0 $- 8-0 D C D POZZI C NO - SWI PATIO 5 i I I I o , I I > 13
ti DW O O w 1 CLOS. CLOS.
1a 1
8-0 C C 10 II - IC i ! O O OV {2} WIN REF ♦ I 333 332 r LL
1 -- W I - 3 1 1I
(D-
I I I I I ■►.C. 0
A
DOOR/NINDOW NOTES: PLAN NOTES I I I I
1q a 416 0
_ I 0
I. RE: A-7.2 FOR GRAPHIC DOOR SCHEDULE. 1. ALL DIMENSIONS ARE TO FACE OF STUD AND GRID LINES. i I I 1
2. RE: A-7,0 AND A-7.1 FOR GRAPHIC WINDOW n j I I I MASTER BAT '-
2. INTERIOR PARTITIONS SHALL BE 4 METAL STUD •
SCHEDULE. CONSTRUCTION, U.N.O. WITHIN WALL TYPE. i W$ A I ' 335 1 ; ' � 0
I - I f ,' 1 \
3. PROVIDE TEMPERED GLAZING WHERE REQUIRED 11 L----------- -------'--------
3. RE: PLANS FOR WINDOW/DOOR DESIGNATIONS IN
BY CODE. INDIVIDUAL UNITS. - a
04% � �
L� }� n 7 p, 4. RE: J" PLANS FOR WINDOW/DOOR DESIGNATIONS IN 4 1- r 1 r g�_ r
OCAET10 5 AINDP YNP FOR DOOR/WINDOW GAMMON SPACES. WOOD DECKING ON SLEEPERS 4 I I I ` ' 9 3 3-5 Ll
T - CONCRETE DECK I _ D
5. RE: SHEET A-2.6 FOR REFLECTED CEILING AT UPPER
AND TPEPIN COMMOND�ACE5NDOW LOCATIONS MOST LEVELS. f t r Aye --- - - f
6, COORDINATE SPRINKLER LOCATIONS WITH CEILING LIVING
DINING r
6. RE: PLANS FOR DIRECTION OF DOOR SWING. CONDITIONS. I 336 337 MASTER BEDROOM DN
7. RE: ELEVATIONS FOR WINDOW OPERATION. 7. RE: SHEETS A--7.0/7,1 FOR GRAPHIC WINDOW SCHEDULE. I I 336 6 P�
8, DIMENSIONS DRAWN TO CENTER LINE OF R.O. 8. ALL DOORS SHALL BE CENTERED BETWEEN WALLS. A�11 REFER TO SHEET A-2.6 FOR RGP 1 i T - ISSUED FOR: DATE;
DOORS ADJACENT TO WALL SHOULD HAVE R.O. LOCATED 6" INFORMATION FOR THIS UNIT.
q. IF NOT DIMENSIONED, ALL DOORS SHALL BE FROM WALL. O ' ' ' - I ' ____ FINAL DRS SUBMITTAL 05-23-05
EITHER CENTERED BETWEEN WALLS OR SET 6" ____ ___ I f
FROM WALL, TYP. q, ALL DOOR THRESHOLDS ON ACCESSIBLE ROUTES TO
_ _ _ _ _ _ _ _ _ _ _ _ _ --__ -_- ' f __-- 50%CD SET-prnglrm 06.03-05
q. DOOR SCHEME FOR RESIDENTIAL UNITS BASED COMPLY W/ ANSI 117.1-IggB SECTION 303. f i I 1 ' ____ __
__-- _-- 7596cDSET o&30-05
ON BUYER'S OPTION. PROVIDE ONE STYLE 10. PROVIDE SIGNAGE AT EACH ELEVATOR CALL LOCATION I ---- ---- --- I I ---- --- g 90%CDSET-PERMIT 07.22-05
THROUGHOUT EACH UNIT. PER IBC 3002.3. q _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - _ I f - --- .---- -- -----.....
---- --- -- - fAO%CDSET-PERMJ7 0918-05
10, WINDOW HEAD HEIGHT MEASURED FROM T.O. 11. PROVIDE SIGNAGE SPECIFYING ACCESSIBLE MEANS OF
CONC. SLAB. EGRESS PER IBC 1007.7. n _ -
• , ,. Qi PERMITREVISIONS i0-04-05
ILUNDERCUT ALL BATHROOM 6 TOILET ROOM -- - ----- - ----
DOORS �4" ' 10 I ' "` .._ ..__} _.._ __::__._ __-_...._. -- f ---- --- --- .------
cY I -
13 I -__..
12-7 5 WOOD DECKING ON SLEEPERS 4 I �-
00NCRETE DECK
--- SLAB
QI I W5
T-1 "
COPYRIGHT 2000
�...,' MORTERARCHITECTSP.C.
PROJECT A 0310
SHEET TITLE: UNIT8302(LOWER
LEVEL)
UNIT 8302 LOWER LEVEL
i
ISIM IIIRIB
A m
J12
CQ �•
1A
MES RTER
I I
- 77
r1 )r
L0 CID
cm cc L
KEY PLAN LEVEL 4 U $ o
1/92" + 1'-0" Le a O ~
�.._, 2 �
�• - oo
I
r-- r- E E �
I
U
I all
ROOM FINISH SCHEDULE - BLDG. B PENTHOUSE UNIT A 8 E F ! W .
N
R001'''1 NO. ROOM NAME FLOOR SASE WALLS CEILING NOTES 1
MATL FINISH MAIL FINISH N S E W MATL FINISH HEIGHT
w STAIR CARPET -- WD S W8 PAI t ARI 31_2
1 LL RP WD S GWB GWB WB PAI q-0 10'-7' 32'-a'
LL CARPET -- WD 5 GWB 1 T -0
CLOS. #5 Wp 5 B GWB GWB GWB PAI T 8-0 PROVIDE EL E5/ROD !8-9 a
M . #1 RET S - GWB PAl 8-0 a
BEDROOM #5 CARP -- WD 5 GW8 P I S-0
436 POWD. 01 TILE TILE # P I T S-0 RE: 1 ERIOR EL ! 5
7 UB RM. TILE - TIE # # + P I T 8-0 RE: INTERIOR ELEVATIONS
438 POWD. TILE I - # • PAI 8-0 # RE: INTERIOR ELEVATIONS
BE #6 - W S we P 1 5-0
cm. #6 -- 5 WB P I 8-0 PROVIDE -EL a
1 BEDROOM #7 CARPET - WD 5 B GWB P IN 8-0 D
CLOS. #7 CARPEL WD ST GWB PA 8-Q I E EL E5 D 2 '_ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - - - - - -
BATH #4 TILE -- TILE -- t 111 # GWB PA 8-a RE: I ERIOR EL ATI S F BEDROOM #8 P IN 5 WB PAI b- - - -- - - - - I -
445 CLOS #8 CARP -- WD S GWB GWB P I 51-0 IDE EL �- `
446 1
LI . CL. CARPET -- WD 5 WB PAINT 8-0 PROVIDE EL
447 EJ
MICH. RM CONCRETE STN - EB GWB GWB GWB Gw5 PAINT ARI
SI W - T '
2 W3 1 W3 .•' J
I 1 t I I♦
DOOR SCHEDULE BLDG. B PENTHOUSE UNIT
Q
DOOR FRAME 24 2 4 �■
SIZE DETAIL N'DWAR FIRE ! ,, � ' La
MARK SET NO. AT 1 N NOTES ,
Door Size(s) �IGT T+�K MATL TYPE WIDTH MATL TYPE HEAD JAMS SILL LABEL
- °N 1
wX} �ED,R60Tilr#7 z
3A 2-8 x 7-6 7--6 1 3/ WD F 2-8 WD L 6/A-7.5 5/A- .5 -- -
A -6 x -0 -0 1 3/ WD A 2'-6' WD L II/A-7.6 10/A- •6 4 -- 24 441 444
435A 2-8 x 7-6 7-6 1 3/ WD A -8 WD SGL II/A-7.6 10/A-7.6 3 - �, } .. _ _ _ _ - a 00 a
436A 21-51 x 7-6 7 r- 13/ WD A -8 WD SGL II/A-7,6 10/A-7.6 -- 3 i i i
457A -8 x 7-6 7-6 1 3/ WD A -8 WD 11/A-7.6 10/A- ,6 3
-8 x 7-b -6 1 / WD A 2-8 WD L II/A-7.b 1a/A-7.6 3 -- 4 , } 1 y: tl
WA 43qA 2-8 x 7-i 7-6 1 3/ WD A 11/A-7.i .6 3 -- L3
440A 2-0 x 7-6 7-6 1 3/ WD -a WD L 6/A-7.5 5/A-7,5 - -- I i I I- A-0.7 H. R M ' # VESTIBULE
441A -8 x 7-6 7-6 1 3/ WD A 2-8 WD SGL II/A-7.6 i0/A-7.b 3 -- 1 ;- 13
A 2-0 x 71-6 7-60 I W -0 W 6/A-7.5 5 A-7.5 I I 447 44 448 0
I l I
A - x 7-6
7`74'r' 13/8 WD - WD POCKET 16 -7.6 1 1A- .6 -- 8 -- POCKET DOOR CLOS. fi ;; B I A
2 1 1 18 W21 Q 18 i un
= 0 5'-0' I I 4'-0' 2'-10' 5'-!' 1 Q
443E 21-41 x 7-6 71-6' 1 31 WD A - WD L 11/A-7.6 10/A-7.6 -- 3 - -- ' 440 41-3 ill I 1
j 2-8 x 7-6 7-6 1 3/ WD A 2-8 WD 5GL 11/A-7.6 1a/A- .6 -- 3 --
A -8 x 71-61 7-i 1 3/ WD A 21W Wq L 11/A-7.6 10/A-7.6 3 - � - -
44
A -8 x 7-6 7-6 13/ WD -8 WD L 6/A-7.5 5/A-7.5 � µ � �- N 2-0 x 7-6 7-6 I WD A WD L II/A-7.6 10 - .b A -
LOS 4 7� A
A 51-01 x 7-6 7-6 13/ WD A 3-0 WD SGL II/A-7.6 10/A- 21
� i
' I A CLOS. I ISO A ,� 445 W21
3- - W I MI 4 44 ' �4 I O BATH i
N J. O - I 443 L3 w
► STAIR "- - - - - - - - -r _ N. CL.
- W3 I I I I 430 12 A 446 - I I
WINDOW SCHEDULE BLDG. B PENTHOUSE UNIT , , a HALL , ,$
-- - --.. - 432
SIZE HEAD DETAILS _. -....-- - --- - I 0 a
NUMBER TYPE MATERIAL MFR COLOR STC RATING NOTES I + I
HEIGHT SILL JAMB MEAD DN
W I DT�-I HEIGHT i i I i REFER TO SHEET A-2.6 FOR RCP i
1 5-Q 5'-0' 6-0 K WD C F= CLR. A q/ -7.3 10/A-7.3 11/A-7.3 MI . 3 2-6 X5-0 51 E U S ` �--- � (HALL 1q `
51-0. 5-0 8-0 K WD CLAP POZZI CLR. A q/A-7.3 10/A-7.3 11/A-7.3 MIN, 3 -6 X5-0 51 E HUN GS I I A 431 INFORMATION FOR THIS UNIT. in
3 i-0 6-0 8-0 H WD CLAD P=1 CLR. A 94A-7.3 10/A-7.3 11/A-7.3 MIN. 32 3-a X6-0 51 E U
4 5-0 4-0 8-6 WD CLAD POTIf CLR. A Q/A-7.3 i0/A-7.3 ii A-7.3 I�
r IBEDROOM #fi DECORATIVE WD/STL. :o Q
0 I HANDRAIL $ BANISTERS w 11111�+ 19 +n LL Mir
► CLOS. #5 W
DOOR/W I NDON NOTES: PLAN NOTES' , , , I �, I 433 1
I 0 20 s A
1. RE: A-7.2 FOR GRAPHIC DOOR SCHEDULE. 1. ALL DIMENSIONS ARE TO FACE OF STUD AND GRID LINES. 4 +h I wI I g A 0
� E � 19 I
2. RE: A-7.0 AND A-7.1 FOR GRAPHIC WINDOW 2. INTERIOR PARTITIONS SHALL BE 4' METAL STUD - ' ' ' I OWD� 2 , , UB RM. � o OWD- 1 I Ae
SCHEDULE. CONSTRUCTION, U.N.O, WITHIN WALL TYPE. I 437 436 A Q
43 1 BEDROOM #5 I
3. PROVIDE TEMPERED GLAZING WHERE REQUIRED 3. RE: �' PLANS FOR WINDOW/DOOR DESIGNATIONS IN I 435 MECH RM. #1
BY CODE. INDIVIDUAL UNITS. ' 434 ' 0
4. RE: �' PLANS FOR WINDOW/DOOR DESIGNATIONS IN
9P FOR DooR/WINDOW = 11
LOG T10 5 ND II T COMMON SPACES. 14 •+ • �
5. RE: SHEET A-2.6 FOR REFLECTED CEILING AT UPPER r •' ;
B E; I " P AN5 FO DOO /W NDOW LOCATIONS MOST LEVELS.
R % R
AND TYPE �N COMMON SPACES.
6. COORDINATE SPRINKLER LOCATIONS WITH CEILING
6. RE: PLANS FOR DIRECTION OF DOOR SWING. CONDITIONS. I I I I 2 2
ELEVATOR SHAFT Q
7. RE: ELEVATIONS FOR WINDOW OPERATION. 7. RE: SHEETS A-7.0/7.1 FOR GRAPHIC WINDOW SCHEDULE. I ! i i
S. DIMENSIONS DRAWN TO CENTER LINE OF R.O. S. ALL DOORS SHALL BE CENTERED BETWEEN WALLS, r
DOORS ADJACENT TO WALL SHOULD HAVE R.O. LOCATED 6" I I I ` . I
q. IF NOT DIMENSIONED, ALL DOORS SHALL BE FROM WALL. k 3'-101' 4'-41' 4' 41" 3'-4r ti `
EITHER CENTERED BETWEEN WALLS OR SET 6"
FROM WALL, TYP. 9. ALL DOOR THRESHOLDS ON ACCESSI5LE ROUTES TO
q. DOOR SCHEME FOR RESIDENTIAL UNITS BASED COMPLY W/ ANSI 117.1-1q�19 SECTION 303.
10. PROVIDE SIGNAGE AT EACH ELEVATOR CALL LOCATION i I I \ I / •: i
ON BUYERS OPTION. PROVIDE ONE STYLE `
THROUGHOUT EACH UNIT. I I �� ISSUED FOR: DA
PER IBC 3002.3. I � I
TOVPEC SUBMITTAL
11. PROVIDE SIGNAGE SPECIFYING ACCESSIBLE MEANS OF
10. WINDOW HEAD HEIGHT MEASURED FROM T.D. ' ' •�'" ' � I ; �• '. ! REVISION 02--1405
EGRESS PER 15C 1007.7.
GONG. SLAB.
� PEC 02-18-05
11•UNDERCUT ALL BATHROOM 6 TOILET ROOM
•
1 i i � �,. I �- 6 i- 50%DD progress
DOORS
03-07
f # AEC REVISION 03-15-05
ZSTALR BELOW PEC REVISION 03 1g-�
RATED CEILING
r W/ 2 HR. FIRE r
100%DD SET- ._ 04-06-05
DUPLEX UNIT progress 04 28-05
17
25%CD SET
05-06-05
- - _ - _ - - - - - - _ _ - _ _ - _ - _ _ - _ _ • FINAL Ws SUBMITTAL 05-23-05
50%CD SET-progress o�0w
CA
75%CD SET
030-05
i i i i rr' 90%CD SET-PERMIT 07-21-05
i I I i E .
ram cD SET-PERMIT 09-16-05
:CCOPYRIGHT two
, MORTER ARCHITECTS P.C.
- - - - - - - - - - - - - - - - - - - - - - - - - • -
I
i
PROJECT A 0310
SHEET TITLE: UNIT 8302(UPPER
LEVEL)
I
7 UNIT 8302 UPPER LEVEL
A-2.72
1�
PLm Wane j ■
i
I
j
atiE of X01
JAMES RTER �
778
�- p M13C����''
� ) m
KEY PLAN LEVEL A v o LL 0 In
1/32* ■ 1,-0" �.1..i V 0 o
LL
r
E-- 2 �
W
I`
loll-0'
ROOM FINISH SCHEDULE - BLDG. A EAST UNIT ,_
q 11 0i 3 q
FLOOR SASE WALLS CEILING
ROOM ND. ROOM NAME MATL FINISH MATL FINISH N S E W MATL FINISH HEIGHT NOTES w
401 ENTRY WD STN WD STN WB W8 WB/WD PAINT/STN ARIES
CLOS, WD 5 W 5 WB WB WB PIT q-0 IDE EL A/
LI I WD S WD S WB WB * WB/WD PAI T/S ARIES * RE: I TERIOR EL ATl S lir
I
DI I WD S WD S WB WB WB/WD PAI T/S ARIES -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
rm MA5 B R -- W 5 WI5 WB AIN -0 -- • - - O
W.C. IL 4 --
MASTER BATH TILE TILE * * * * WB PAINT VARIES * RE: INTERIOR ELEVATIONS n a
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27 COPYRIGHT 2000
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PERIMETER DRAIN
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SHE T TITLE.- WALL SECTIONS
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2 WALL SECTION - BLDG B WALL SECTION — BLDG B
A-4,8 318-=V-00
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REl SOILS REPORT O I �..J MORTER ARCHITECTS P.C.
CIVIL
PERIMETER DRAIN I
RE+ SOILS REPORT O
CIVIL
A-6.2 PROJECT& 0310
SHEET TITLE: WALL SECTIONS
2 WALL SECTION - BLDG A WALL SECTION - BLDG A
I
A�.7 318'■1'-0" A�.7 318"=1'-0" I I
i
i
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UNIT A401 j INSULATION 24 MIN.
PAST FACE OF WALL PLATE W
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I RE: SOILS REPORT
�CJ MORTER ARCHITECTS P.C.
— — — 1 CIVIL.
PERIMETER DRAIN
PROJECT* 0340
RMt SOILS REPORT 4 SHEET TITLE. WALL SECTIONS
l CIVIL.
- - _... ._. — 27
A-6.2
2 WALL SECTION - BLDG A WALL SECTION - BLDG A
IL
A-4.8 318"■1'-0" A-4.8 318•■Y-0'
1AME�, 017TER
I I �
8
STEEL WIP GIRDER j
TYP. ROOF ASSEMBLY Itgo STRUCTURAL /
RE: ROOF PLAN 12 1 D 11
RED SI-IFFY A-i.4
10 0 1 o -_
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ROOF ENTIRE WALL LONG { UP TO •UNDERSIDE OF u
I I ROOF DECK ALONG I W a c °
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I RED SHEET A-6.4 TYP. M AL FASCIA
METAL FASCIA TYP. METAL FASCIA a
l RE= SWEET A-6.4 RE= SHEET A-i.4 0) E
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4 I CIVIL A-6.2 -
1 COPYRIGHT 2000
27 / 7 ` I MORiER ARCHITECTS P.C.
2
PERIMETER DRAIN
RE- SOILS REPORT 4 - -
CIVIL
/ I
- - - - - PROJECTA' 0310
I
SHEET TITLE. WALL SECTIONS
I i
I I
I
I
3 WALL SECTION - BLDG A 2 WALL SECTION - BLDG A 1 WALL SECTION - BLDG A t
A�.9 119"+1'-0" A�.9 1B'■1'-0' A4.9 118"■1'-0" � I
JAMES ORTER
- 7 8
TYP. ROOF ASSEMBLY ARC `
RE. SWEET A-6.4 12
SNOW FENCE 4
E
8
0
Ucmm
PLATE
V 6
10 TYP, METAL FASCIA 10 3/41, :e
F'
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0 CD
SUSPENDED CEILING
RI:, RCP UNIT A401
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STUCCO WALL
ASSEMBLY
12 Ill SWEET A-6.1
TYP. ROOF ASSEMBLY 4 I I -..
R11- SWEET A-6.4
SNOW PENCE -�—�—+ A-6.E O
WA-6.5
dZQWRT�4 FLOOR
PLATE
-4 3/i6l'
TYP. METAL FASCIA
STUCCCl' k4ALL
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RED SHEET A66.1
Im.
LINE OF ROM BEYOND
L3
I UNIT A801
fUNIT AS02 'i J
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STUCCO WALL FLOOR/CEILING WAR"WLYD
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RE= BMW A-6.1 5: N
dzw1jtp 1wLOOR
— . . — . . — . . — , . — . , — . . — , , — . . — , . — : I , mama.= FLOOR
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•
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7,71,
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MR. RATED
FLOOR/C5II.ING AS9ffM5LY K
RE, SWEET A-6.2 D
SUSPENDED CEILING
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WOOD CLAD WINDOW 0
REt WINDOW SCHEDULE I WOOD CLAD WINDOWS
RZi WINDOW SCHEDULE
UNIT A202
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CONIC. SLAB 100%DD SET 04-06-0
RXz STRUCTURAL
PERIMETER DRAIN DUPLEXUNIT-pVm 04-28.05
otso 27 CIVIL
SOILS REPORT 4
25%CD SET 0$-M-05
FINAL ORB SUBMITTAL 05-23-05
COINC. SLAB 1100 RZI: STRUCTURAL SLOPE • 50%CD SET-progress 0"3.0
LEVEL (H.P.) jorING LEVEL (W.P.)
75%CD SET 06_31�045
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90%CD SET PERMIT 07-22-0
PERIMETER DRAIN — I (� l a x00%CD SET-PERMIT 09-16-05 RE= SOILS REPORT 4 ------..
CIVIL
C CCOPYRtGNT 2000
MORTER ARC
PROJECT#. 0310
SHEET TITLE' WALL SECTIONS
2
/ N\WALL SECTION - BLDG A /7'\WALL SECTION - BLDG A
318"=11•0.
3/8"m 1'4r Am4m
1
43 F Co
LAMES ORTER
778
I
TYP. ROOF ASSEMBLY �+
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Q
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g 12 _
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MCI SHEET A-6.4 -
12
SIM.
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ROOF BEYOND
PROJECTION Q
RED STRUCTURAL I I r—� ��—I J' 12
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I
STUCCO SOFFIT 2'-7Jj" on
A-6.4 j
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RED WINDOW SCHEDULE I '-6 �I/I6" B
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FLOOR/CEILING CONTINUOUS UP WALL UNIT A102
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I'll I I + I I I I TYp I I TMPI I LOW CONC. FOUND. WALL CONT. PER IBC 1019.1.7 - m PROVIDE STAIR en --
I III I I r I PROVIDE STAIR , + 100%DD SET 04.01W
IIII I I I I I I I I FROM GARAGE. RE: PLAN.
1i i i PROVIDE ROOF - r 51GNAGE t 1;'-0' A.F.F. - 51GNAGP R 5'-0'
BC 10!9.1.7 DUPLEX UNIT-pW= 0428-05
1 I III I ACCESS WITH A FIXED PER IBC 1019.1,7 U _.
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9 X 3 S POST FROM LANDING STRINGER TO
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AND LANDING. CUT AROUND CORNERS AS
REQUIRED. TO BE SUPPORTED BY STEEL 5 g SHEET TITLE' STAIR DETAIL
ANGLES. SPOT WELD TO STRINGERS. GRIND A 5.3 A-5,3
ALL WELDS SMOOTH, CENTER SEAM AT
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EXPOSED STEEL TEE WELDED 70 STEEL KNIFE PLATE STEEL BRACKET ATTACHED TO WALL
AND LAG BOLTED At SIDING AND SHEATHING. ALL EXPOSED WHERE SHOWN ON ELEVATION
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STEEL. TO BE PRIMED AND PAINTED. STEEL BRACKET ATTACHED
RE: STRUCTURAL
CHAMFER TEE TO MATCH ANGLE 3
Al I I I I TO WALL WHERE SHOWN ON ELEVATION ISSUED FOR: DATE:
OF CABLE. PRE-DRILL FOR CLEVIS• I i i 12"x12" WOOD CORNER POST • UPPER TOVPEC SUBMITTAL 01-31-05
BEVELLED WOOD CAP
LEVELS A5 SHOWN IN ELEVATION REVISION 02.14.05
' / 42' MIN. ABOVE DECK PEC ------ — 0228.05
STAINLESS STEEL CLEVIS W/ INT. THREAD i i I i SLOPED WOOD CAP 50%DD
4 .... --
AW 7
/i
VA. 1 42' ABOVE DECK PEC REVISION 03.15-05
FADE OF STEEL DECK BEAM WELDED TO FEC REVISION --- ... ---
- -- _ 2' STEEL. BAR SUPPORT
03.18-05
- ._ ---- ----
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4
STAINLESS ROD
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TOP OF WOOD DECK
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STAINLESS STEEL CLEVIS W/ INT. THREAD -I-;- 1- .. I::I 1... I_I-�--1_ -- -� 1--1.,,-1 'i I E I LINE OF INTERIOR FLOOR
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STANDING SEAM METAL ROOF ON STEEL PLATE. FINISH -— —— ——— --— - - - —
HANGER ROD ---.__. .. - --.__._._._. . ` 50%CD SET- 05'03.m
TO MATCH PRIMARY ROOF. SEAMS EVERY 16 1. �_ " TOP OF WOOD DECK
8 0 Pi I i i I 75%CD SET o8-3Q 05
o� STEEL BRACKET FOR HANGER ROD I — ---.... ... ------- ----- -- -- - ---
1'-4" O BRACKET t0 FIT THRU SLOTTED HOLE i -- — — — -_ = —---- I HANGER ROD 90%CD SET•PERMIT _ 0722-0
0 DECK TO ALLOW FOR DEFLECTION
100%CD SET-PERMIT 09-16-05
TYP. ` STEEL BRACKET FOR HANGER ROD _--
BRACKL:T TO FIT THRU SLOTTED HOLE
1 DECK TO ALLOW FOR DEFLECTION COPYRIGHT 2000
' EDGE OF STRUCTURAL STEEL BEAM \CJ NORTEK ARCHffECTS P.C.
STEEL TEE. WELD TO STEEL. PLATE, PRE-DRILL FOR as 2' WELDED WIRE MESH IN 2' STEEL
CLEVIS. CHANNEL FRAME
RE: STRUCTURAL � _� STEEL BAR WELDED TO FACE EDGE OF STRUCTURAL STEEL BEAM
� FLASH 6 MIN. UP WALL. OF STEEL BEAM WD SHIPLAP SIDING 1 INTERIOR
T5 ROOF FRAME. T5 1 PERIM. AND EVERY 16 O.C. ALONG EXTERIOR OF DECK
PROJECT* 0310
' STEEL ANGLE SUPPORT FOR AWNING.
SLOPE. k STEEL PLATE WELDED TO TOP OF STEEL FRAME. 3'x6' WOOD POST BETWEEN STEEL SNEETTlTLE: DECK&AWNING
ALL EXPOSED STEEL TO BE PRIMED AND PAINTED. BOIL To WALL AND WELD FRAME to ANGLE. BRACKETS DETAILS
RE: STRUCTURAL ALL EXPOSED STEEL TO BE PAINTED.
RE: STRUCTURAL.
I
4 DECK RAIL BLDG B j
a DETAIL O AWNING BLDG. B A-6'4 11Z'•r-0• DECK RAIL BLDG A j
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SECTION SECTION SECTION SECTION
NOTE: FIRESTOP 1 TOP NOTE: _ r' RTER
# BOTTOM OF WALL # USE MOISTURE RESISTANT NOTE: STUDS MUST BE V FIBER-FA ED a //' 6' NOMINAL STONE -7 7
W.R. GYP. EATHING
1 ALL PENETRATIONS GYP. BD. • ALL WET AREAS CONTINUOUS FROM FLOOR /
VENEER
RE: 14 # 15 A-6.5 ti TO FLOOR. 6' # 4' MTL.
STUD CAN 8E SUBSTITUTED
PLAN AS NEEDED. X�" RIGID INSUL. (R■3) W/ / / MASONRY ANCHOR _ •
- TAPED JOINTS /
RE: STRUCTURAL _ .... -_....._
CONCRETE WALL P� PLAN P� PLAN (n 3 E
RE: STRUCTURAL
1x6 WESTERN RED CEDAR Q. 2-1/2' RIGID °f °0
V
SHALL MAINTAIN MIN. �b GYP. BD. / / ( c o U
GROUT CORES SOLID / v c -v r
i
THICKNESS OF 5' ! 96" GYP, BD. 6 MIL, VAPOR BARRIER SIDING W/ SHIPLAP JOINT / ,/ INSULATION (R 15) W Q B B
ALL 2 HOUR-RACED EACH SIDE AS Rz-D APPLIED VERTICALLY / IL 0 4
RE: STRUCTURAL z v ° E
WALLS 10 MTL. STUD 24Y HORIZONTAL a = 0
3 ' MTL. STUD CONCRETE WALL // r r ,. .5 a a to
STEEL Z CHANNEL E
BATT INSUL. R■iq b" CNTU BATT INSUL. R■21 SHIPLAP JOINT RE: STRUCTURAL
2-HOUR RATED WALL AS PER
VA
U
• < / LIQUID W.R.B.
IBC TABLE 720.112)
25 WALL TYPE - 25 (1 NT. - CONCRETE 20 WALL TYPE - 20 INTERIOR 15 WALL TYPE - 15 (1 NT. - CMU 1a WALL TYPE - 10 EXTERIOR - FURRED STUD W/WOOD s WALL TYPE - 5 EXT. - CONCRETE W/ STONE A/
A$.1 1 112"■1'-0' A.e.1 11/2'■1'-T A-0.1 118"=1'-0" A-0.1 1 112' 1'-0" A-0.1 1 112"=114"
NOTE: O fl
SECTION SECTION USE MOISTURE RESISTANT � SECTION ��
_ GYP. BD. 0 ALL WET AREAS - - --
a
NOTE: STUDS MUST BE NOTE: STUDS MUST BE CEMENTITIOUS SIDING G LIQUID W.R.B.
a
CONTINUOUS FROM FLOOR �6 FIBER-FACED CONTINUOUS FROM FLOOR APPLIED HORIZONTALLY
TO FLOOR. 6' # 4" MTL. W.R. GYP. SHEA'T`HING TO FLOOR. 6" # 4' MTL. W 6' EXPOSURE --
STUD CAN BE SUBSTITUTED STUD CAN BE SUBSTITUTED
ENCASE ALL STEEL COLUMNS AS NEEDED. " RIGID INSUL. AS NEEDED,
W/ X16' MIN. TYPE 'X' GYP. BD. W/ TAPED JOINT Z
TO MAINTAIN 30 MINUTE ---- -
RATING. WRAP IN TIE WIRE 0 -t 2-I/2 HORIZONTAL STEEL
x CHANNEL •
PLAN 24" O.C. MIN.
PLAN PLAN PLAN PLAN Q
' GYP.BD. [fir GYP BD. V RIGID INSUL. (R■3) W/
TAPED JOINTS
96" GYP. BD. ONE 6 MIL. VAPOR BARRIER 2 !/2' RIGID INSULATION
6 MIL. VAPOR �6 FIBER-FACED R■15 L3
LAYER 1 ROOM SIDE 46' GYP. BD. W.R. GYP. SHEATHING ( ) W/ TAPED JOINTS
3- " MTL. STUD EACH SIDE 10' MTL. STUD MTL. LATH 10' MTL. STUD _'
b MTL. STUD CONCRETE WALL
r GATT INSUL. R■21 STUCCO 8A5E COAT RE: STRUCTURAL 1x6 WESTERN RED CEDAR
BATT INSUL. R■Iq STUCCO TEXTURED GATT INSUL. R■21 SIDING W/ SHIPLAP JOINT ,
TAPED TO STUDS BATT INSUL. R■19 FINISH COAT _-- _ - APPLIED VERTICALLY
24 WALL TYPE - 24 INT. ATTIC 18 WALL TYPE - 19 INTERIOR - NON-RATED 14 WALL TYPE - 14 EXT. - FURRED MTL STUD W/STUCCO s WALL TYPE - 9 EXT. - FURRED STUD W/CEMENTITIOUS SIDING 4 WALL TYPE - 4 EXT. - CONCRETE W/WOOD
A-8.1 1 112"■1'-0' A-0,1 1
112"m 1'-0" A-0.1 118"=1'-0' A-6.1 1 1/2'=i'-0" A-0.i 1 112"■1'-0"
NOTE: FIRESTOP 0 TOP #
SECTION Z
BOTTOM OF WALL # 0 ALL
PENETRATIONS.
NOTE: FIRESTOP 1 TOP � 96" FIBER-FACED
# BOTTOM OF WALL # - SECTION SECTION RE: 14 # 15 A-b.5 W.R. GYP. SHEATHING SECTION
..
0 ALL PENETRATIONS
RE: 15/A-6.5. _ NOTE: STUDS MUST BE V RIGID INSUL, R■3 rj
•
GYP. BD. ON EACH SIDE OF CONTINUOUS FROM FLOOR W/ TAPED JOINTS )
NOTE: FIRESTOP 0 TOP STUD SHALL EXTEND TO MASONRY ANCHOR r r
TO FLOOR. 6 # 4 MTL, - - .. . ..
# BOTTOM OF WALL # UNDERSIDE OF STRUCTURE. f TIES STUD CAN BE SUBSTITUTED � WRAP STEEL COLUMN '�6' FIBER-FACED
T' 1 ALL PENETRATIONS FIRESTOP ALL OPENINGS. RE: STRUCTURAL Q
A5 PER CODE. A5 NEEDED. - - - IN 2 LAYERS - V INCH W.R. GYP. SH ING
i - �-46' TYPE "X" GYP. 8D. TYPE "X' GYP. BD. W/
' TYPE 'X' GYP.BD. 1-�16" MTL STUDS TYP. ❑
EACH SIDE - SUPPORT r RIGI NSUL. (R■3) W/ TAPED
PLAN - - ALL EDGES
_.._... -------� � .. JOIN
6 MIL. VAPOR BARRIER
' GYP.BD. - ILA PLAN 4' MTL- STUD P1�AN EO �
- V FURRING CHANNEL - -- - --
' �" 6YP.BD.
1- " RIGID INSULATION - ON PUBLIC CORRIDOR GYP.BD. 96" FIBER-FACED
CONCRETE WALL SIDE OF WALL. ! 24" W.R. GYP. SHEATHING MTL. LATH
RE. STRUCTURAL O.C. HORIZONTALLY 6 MIL. VAPOR BARRIER 6 MIL. VAPOR BARRIER BUILDING WRAP W
1-� FURRING CHANNEL r LIQUID W.R.B. �-- - - _ __
., NOTE: CONCRETE 6 MTL. STUD 0 16' " r
F. SHALL MAINTAIN MIN, O.C. MAX. 6 MTL. STUD , 10 MTL. STUD STUCCO BASE COAT 6 MTL. SCUD I ; r
' RIGID INSUL, (R■3) 3 CEMENTITIOUS PLANK
THICKNESS OF 5' 0 BATT INSUL R■Iq BATT INSUL. R=21 STUCCO SMOOTH GOAT APP D VERTICALLY Ld
ALL 2 HOUR-RATED BATT INSUL. R■21 BATT INSUL. R■21
WALLS 12' CEME IOU5 SIDING APPLIED Q
6" NOMINAL STONE -- - -. -- STUCCO TEXTURED
VENEER FINISH COAT _ _._. VERTICALLY an
2-HOUR TED WALL AS PER 1-HOUR RATED MATERIAL - I-WWR RATED: �'
IBC TAMMO.V2 AS PER U41q OR U465 WALL ■ UL U419 OR U465
STC RATING ■ 53 COLUMN ■ UL
23 WALL TYPE - 23 INTERIOR - CONCRETE STAIR 18 WALL TYPE - 1$ INTERIOR- FIRE RATED 13 WALL TYPE - 13 EXT, - STUD WI STONE e WALL TYPE - 8 FIRE RATED EXT. - FURRED STUD WI STUCCO 3 L TYPE - 3 EXT. - MTL. STUD W/ CEM. BOARD & BATTEN
A-0.1 1 112"=1'-0' A 8,1 1 112'=1'-0" A-8.1 115"=1'-0' A-0.1 1 1/2'a 1'-0" A-0.1 1 112's 1'-0' 13
SECTION NOTE: FIRESTOP 0 TOP SECTION
NOTE: FIRESTOP 0 TOP --- # BOTTOM OF WALL # -- Qi LL
NOTE: FIRESTOP / TOP CEMENTITIOUS SIDING W
# BOTTOM OF WALL # SECTION 5ECtI0N # BOTTOM OF WALL # MASONRY ANCHOR ! ALL PENETRATIONS APPLIED HORIZONTALLY
! ALL PENETRATIONS 0 ALL PENETRATIONS TIES RE: 14 # 15 A-6.5 W/ 6' EXPOSURE ---
RE: 14 # 15 A-6.5 : "STRUCTURAL NOTE: STUDS MUST BE
R1+: 14 # 15 A-6.5 �" GYP.BD. RE SHIPLAP JOINT
CONTINUOUS FROM FLOOR
7.7 _ NOTE: FIRESTOP 0 TOP BUILDING WRAP S.
TO FLOOR. 6' # 4' MTL.
1-V RIGID INSULATION # BOTTOM OF WALL # STUD CAN BE SUBSTITUTED
0 ALL PENETRATIONS
- - - --' A5 NEEDED. �
r RE: 14 # 15 A-6.5 Q
1 FURRING CHANNEL 1
WRAP STEEL COLUMN .. _._.._... . :.
P1.� -- - IN 2 LAYERS - 1J<' INCH L3
TYPE 'X' GYP. BD. W/ ' RIGID INSUL. (R■3)
' TYPE 'X' GYP.BD. ' , A' MTL STUDS, TYP. " I I W/ TAPED JOINTS En O
TYPE X GYP.BD.
PLAN PLAN `�6' FIBER-FACED PLAN
-- - -- 6 MIL. VAPOR BARRIER ' RING
GYP.BD. W.RIGYPEATHING 6 MIL. VAPOR BARRIER W R GYP SHEAT N
-CONCRETE GYP.BD. 41s FIBER-FACED
r E WALL ...___� LIQUID W.R.B. 4' MTL. STUD
W.R. GYP. SHEATHING
14 RIGID INSULATION RE: STRUCTURAL 2 LAYERS V TYPE 'X" - --� - --- 6 MIL. VAPOR BARRIER
' GYP. BD. EACH SIDE
14' FURRING CHANNEL NOTE' CONCRETE _ � Y" RIGID INSUL. (R■3) W/ TAPED
SHALL MAINTAIN"MIN. 6' MTL. STUD X" RIGID INSUL. (R■3) 10' MTL. STUD WRAP STEEL COLUMN 6 MTL. STUD JOINTS r
THICKNESS OF 5 0 b" MTL. STUp '
V III ALL 2 HOUR-RATED BATT INSUL. R■1q TYPE 'X" GYP. BD, W/ GATT INSUL. R+21 1x5 WESTERN RED CEDAR SIDING
IN 2 LAYERS - INCH
WALLS GATT INSUL. R■2i �-b" NOMINAL STONE BATT INSUL. R■21 Al MTL STUDS, TYP. W/ WIPLAP JOINT APPLIED
�-
VENEER HORIZONTALLY
ED kALI. As PE 2-HOUR RATED WA�,1.- U41q OR UR I-HOAR RATED:_ I-HOUR RATED:
IBC TABLE 724.1(2) STC RATING ■ 55 WALL ■ UL
STC RATING ■ 55 COLUMN •4UL X526 WACOLUUL :419 OR U465
�1�• UL X528 ISSUED FOR: DATE:
22 WALL TYPE - 22 INTERIOR - CONCRETE STAIR 17 WALL TYPE - 17 INTERIOR- FIRE RATED 12 WALL TYPE - 12 FIRE RATED EXT. - STUD W/ STONE 7 WALL TYPE - 7 FIRE RATED EXT. - FURRED STUD W/ CEMENT SIDING. 2 WALL TYPE - 2 EXT. - MTL. STUD W/WOOD - FlNALDR85U8MlTTAL 05.23-05
i A-e.i 1 1R"■1'-0" A-B.1 1 112"m 1'-0" A-6,1 1/6"=1'-0' A-0.1 i 112'=1'-0" A-0.1 1 i/Z'=1'-0" 50%CD SET-plt gnw 05.03-05
75%CD SET 06-30-05
SECTION SECTION SECTION 90%CD SET-PERMIT 07-22-05
NOTE: FIRESTOP 0 TOP NOTE: FIRESTOP 0 TOP NOTE; FIRESTOP 1 TOP 0 __...----_-- _.--
10046 ca SET-PERMIT o9-fs-05
# BOTTOM OF WALL # 4' J CHANNEL W/ # BOTTOM OF WALL # V FIBER-FACED --- -
---
CEMEN7fTI0U5 SIDING # BOTTOM OF WALL #
0 ALL PENETRATIONS UNEQUAL LEGS 1 SIDE, __. ___ 0 ALL PENETRATIONS >, W.R. GYP. SHEATHING _ Qi PERMlTREVlSlONS ----10-04.05
RE: 14 ! 15 A-6.5 FLOOR # CEILING. RE: i4 # 15 A-6.5 APPLIED HORIZONTALLY ! ALL PENETRATIONS
W/ 6 EXPOSURE RE: 14 # 15 A-6.5
.. __ .. �" RIGID INSUL. (R■3)
W/ TAPED JOINTS
PLAN
PLAN WRAP STEEL COLUMN IN 2
_ LAYERS - N�" INCH T7PE 'X' " TYPE 'X' GYP.BD. 15# FELL Q --- ---- -- -_
GYP. BD. W/ I-96 MTL
- -
STUDS, TYP. 6 MIL. VAPOR BARRIER
WRAP STEEL COLUMN
�I IN 2 LAYERS - h2' INCH V FIBER-FACED
ELAN TYPE "X' GYP. BD. W/ P W.R. GYP. SHEAT RING
_..--
•' ----._.... .. _.. . . I MTL STUDS, tYP - ---� .......
. . -96" D5, �" GY
l'4' GYP. BD. - 46' P BD
WIDE r I 1 (( COPYRIGHT 2000
CORES SOLID TYPE X GYP.BD. W/RIAPEDNJOINTSR■3)
3" GATT INSULATION
GROUT E5 LSD 3/4' FURRING CHANNELS 6 MIL. VAPOR BARRIER 15# FELT C, IMORTERatCHRECTSP.C.
A5 REQ D
RE: STRUCTURAL 6 MIL. VAPOR BARRIER r " MTL, LATH 1
4' G-H STEEL STUDS gbr GYP. BD- X16 FIBER-FACED b MTL, STUD b MTL. STUD MtL. LATH
r W.R. GYP. SHEATHING
! 24 O.C. 6' MTL. STUD STUCCO BASE COAT STUCCO BASE COAt -
1" M. BD. - 24" 6' GMU BATT INSUL. R■21 BATT INSUL, R■21
STUCCO SMOOTH COAT PROJECT#• 0310
WIDE GATT INSUL. R■21 V RIGID INSULATION (R+3) STUCCO TEXTURED SHEET TITLE: WALL TYPES
W/ TAPED JOINTS . ._.... FINISH COAT
2-HOUR RATED: I-HOUR RATED: _ .. �AGGO TEXTURED FINISH
WALL + l�� 1-HOUR RATED:
WA RATING ■ 50 WALL ■ UL U41q OR U465 WALL + UL U419 OR U465
COLUMN ■ UL X528 COLUMN ■ UL X528
21 WALL TYPE - 21 FIRE RATED INT. - SHAFT 16 WALL TYPE - 16 INT. - CMU W FURRED STUD ONE SIDE 11 WALL TYPE - 11 EXT. FIRE RATED -W/ CEMENTITIOUS SIDING 6 WALL TYPE - 6 FIRE RATED EXT. - W/ STUCCO 1 WALL TYPE - 1 EXT. - MTL. STUD W/ STUCCO)A-0. t
1 1 112"=1'-0' A-6.1 118"■1'-0' A-8,1 1 1/2"=1'-0" A-8.1 1 112"■1'-0" A-8,1 1 112"=1'-0" .
*WALL TYPES CONTINUED ON SHEET A-6.2
FLOOR FINISH
ATTACH BASE TRIM ------•--- SCHEDULE )AM, MORTAR
------ -----
LEAVING A SMALL GAP
ALONG THE FLOOR.
-mop.- &RE: SECTIONS
SEAL GAP WITH
NON-HARDENING CAULK 46
o jilt
--
TYP. WOOD FLOOR STONE TILE CONC. SLAB (5' L A
MIN.), WELDED
OR CARPET
WIRE FABRIC III MTL. DECK
>) RE= STRUCTURAL
10 PIPE HANDRAIL E
V)
IX WD FLOORING
,0
ST EER FLOOR MUFFLER 3' FIBERGLAS BATT INSULATION
04D
ATTACHED TO SLAB, TYP.
4; -N,j J,94 ADDI INSULATION SMALL BE 11171
2' STONE CAP 11 - I e
Ef.1-SECTIONS PLACED ON CEILINGS OVER ALL
U. 9
0
CONC. BEDROOMS 4 UNDER ALL HVAC
C;ONC, WALL BEHIND 1: < 4 < < - - --- I 2� u E
<
UNITS
i � CONC. SITE STAIR
STEEL BEAM
RE: STRUCTURAL a
RE: STRUCTURAL
q
DESIGN AS PER UL N
CONTINUOUS TRENCH CONC. SLA15
DRAIN RE. CIVIL a STC RATING ■ 60 MIN SPRAY-APPLIED FIREPROOFING 0-.-_. __._ _ - -- I I �\ RE. STRUCTURAL IIC RATING w 57 MIN- BEAMS ONLY FOR 2 MR. RATING
< 4
CONC. TOPPING SLAS (VARIES WITH FINISH F AS PER UL N708
7
41 PROVIDE MIN. Y4' GAP
MATERIAL
in FINISH CEILING
DRAINAGE MAT AT PERIMETER WALLS <
Z-1
RE- RCP
21-01
Y41 PROTECTION BD. 14-
0 11 "\TYP
ACOUSTIC DETAIL INTERIOR WALL ISH ASSEMBLY 1 TYP. 2 HR. RATED FLOOR/CEILING ASSEMBLY
4ZWOOD FIN
lip I HOT LIQUID 1 1 F2,ot V-W \�1.2j 1 117'0 TI AA2 I 112"■V&
I k\ < Ii i
APPLIED W.P.M.
GONG. SLAB
SECTI
.2
4
HVI EQUIP. ATTACHED
EXTERIOR WALL FINISH
< TO SLAB W/ SPRING
y4,/FT. MIN. 1 RE- PLANS MANGERS RE. MICH. MASONRY ANCHOR
-got
TIES
Li CONIC.
VT. GYP. SHEATHING RE: STRUCTURAL
RE: SHEET A-6.1
-r.0 CONIC.
&R�, SECTIONS
2-V HORIZONTAL
0 n?. FLOOR DFAMS.
---------I
-------- STEEL 'Z' CHANNEL
. . . Oil
SPRAY ON FIREPROOFING
5' FIBERGLASS
< FOR 1/2 MR. RATING PER BATT INSULATION
<
:=�n MFR. - - - ATTACHED TO SLAB ILAN
< 4
4�
<
< Lq 13
0 PERIMETER DWS.
fmA fmA fmA M J1111111 i rooloo-I m n m -
>:¢. 1'1 WIRE TIES
_A..J� L U �R. IREPROOFING FOR HVAC 2-V RIGID INSULATION SEAL $ TAPE ALL
1 RATING
I-V STL. CHANNEL JOINTS (R■15)
<1 IOOFI;ll GYP. 5D. EJ
ALTERNATIVE
ENCASE BEAMS IN 5/8' TYPE RESILIENT CHANNEL -COLD LIQUID
4.47n.79 m-
'X' GYP. OD. FOR 40 MIN 6" CONC. OR APPLIED W.P.M
6' MTL. STUD
RATING AS PER IBC TABLE
721.6.2(l) GYP 13D. VEN NOMINAL STONE
Inv' EE R
PACK CAVITY 0 EXT. OF BEAM
.e
t'15 \CONC. WALK OVER PARKING GARAGE wrrRENCH DRAIN
W/RIGID INSULATION
I V2, V-0,
EXT. FINISH RE- PLANS
STONE DECK
Z
4OVERLAP BUILDING NORTEK SETTING BED \DETAIL FIRE-RATED BEAM 0 PERIMETER /'29'**\WAL
/'10 / 5 \TYP. SUSPENDED CEILING @ MECH. EQUIP. L TYPE - 29 (EXT. - CONCRETE W/ STONE VENEER)
< WRAP ON W.P.M lb'MIN. \.I I/I V& \I�.2 1 Itr V-0" \IIII2 1112"m T&
TWO LEVEL DRAIN K/ > La
ENCASE STEEL CLAMPING RING. EXPOSED
COLUMNS W EXTEND W.P.M UP
oxf r GRILL TO BE NICKEL BRONZE
MIN. TYPE xyr, SHEATHING 24' MIN, z
PLAN 5D. TO MAINTAIN SECTION HOT LIQUID APPLIED W.P.M A
30 MINUTE RATING.
V.-
TO EXTEND INTO DRAIN
NOTE: ENCASE COLUMN WRAP IN TIE WIRE
1,TF -// UNDER CLAMPING RING
/�7/
UP TO STEEL BEAMS. 0 24' O.C. MIN. 4// 1777/777r,77 77
.< L-I'LIA i 13 1 13
SNOW MELT SYSTEM
3' FIBERGLASS
RE. MEW. CERAMIC TILE
BATT INSULATION
o 6- LATEX PORTLAND CEMENT
ATTACHED TO SLAB Lj
Y4' PROTECTION BEL)
(OR 2 LAYERS 0 1/51)
NORTEK BOND COAT
-RATED WALL
NON +DRAINAGE MAT 'HIRE TIES A
CORK
RE- A-6.1
v
A FIBERGLASS
A
7> CONCRETE TOPPING TYPE I ORGANIC ADHESIVE
OR SLAB SLOPED TO ILAN 0
DRAIN 0 1/4"/FT. BATT INSULATION
1/2-HO11,18 RATED MATERIAL :tt7 e CEILING SYSTEM
721.6.21 v 3141 INSULATION BOARD
AS PER IBC TABLE toot"77"ooloo� > <> ALL BEDROOM
SUMP DRAIN INTO . ......... ....... . ----------------- --------------------------
4 .Ij CONC.CONCRETE 4< BUILDING WRAP
------ - SECTIONS CEILINGS ONLY
CONCRETE WALL
\IIII2 1 11r V-T
18 STEEL COLUMN (FIRE RATED) E DECK IY STL. CHANNEL
(3 EO
DRAIN PIPE RE: MECH. \(X_ RE. STRUCTURAL
--MTL. LATH
....... RESILIENT CHANNEL
SECTI STUCCO BASE COAT
El
GYP 5D. -STUCICO SMOOTH COAT
CONCRETE LAS
0. a A STUCCO TEXTURED FINISH
.1 t7t.. RE. STRUCTURAL v
COAT
W
14 DECK ASSEMBLY OVER GARAGE W/DF;LA.IN
EXT. FINISH RE: PLANS
/'9"\TILE FINISH ASSEMBLY / 4 \TYP. SUSPENDED CEILING CONSTRUCTION 28 WALL TYPE - W28 (EXT. CONCRETE W/ STUCCO)
OVERLAP BUILDING WRAP \=.2 2 V-17
ALL STEEL ABOVE CONCRETE /1 1/2' \�fji 1/7 v-01 �.2 1 10 T-cr
ON W.P.M 15' MIN.
SMALL HAVE SPRAY-ON _ __ J
FIREPROOFING TO MAINTAIN
e EXTEND W.P.M UP
2-HOUR FIRE RATING SWEATHINfi-M" MI
FLOOR FINISH
RE: SCHEDULE
IPE' WOOD DECK OR OTHER
> 13
APPROVED FIRE RETARDENT
CONCRETE ENCASEMENT SHALL
EXTEND TO WITHIN 6' OF MATERIAL.
STEEL BEAM ABOVE. ... ILAN LL
DRAINAGE MAT OVER
A ENTIRE W.P.M
---------- -------- w
V\
SECTIONS 'COLD LIQUID APPLIED
X, -memo-- RE: SECTIONS STONE 0 1 a
......... -T.0 W.P.M. - ENTIRE HEIGHT
z OF WALL AND OVER
BOND COAT
SLEEPER FOOLING
13
ELM
S CONC. SLAB + WELDED WIRE
MORTAR BED
PROTECTION 50. Il MIN. TO 2' MAX. RE: STRUCTURAL CONCRETE FOOTING AND
P,4 I
FABRIC
v
HOT LIQUID APPLIED W-P-M FOUNDATION WALL
RE: STRUCTURAL
L,,J
SLOPEDCONCRETE MTL. DECK
.......... REINFORCING • 0
,06 n:<.:""REi:
WATERPROOF MEMBRANE
SLAB ON MI DOCK. RE: STRUCTURAL
�. q
RE: STRUCTURAL GRAVEL [J� o
CONCRETE ENCASEMENT SLOPED TO OUTSIDE 5' FIBERGLAS BATT INSULATION ON
AROUND STEEL COLUMN. EDGE OF DECK (1/51/FT.) ATTACHED TO SLAB, TYP.
SECTIONS
MINIMUM PROTECTION AROUND CIONCRETE 0 3' MIN, -T.0 CONC.
7. L -V % pill PERIMETER DRAIN 13
STEEL COLUMN WALL BE I'
17 AS PER ITEM 0 1-1.5 OF IBC RE: IL RE
STEEL BEAM INSULATION 0 CEILING FRAMING IN
TABLE 720.1(1)
I'X6' IPW WD. Till DECKING --------- -- RESIDENTIAL UNITS ONLY 4 0
t
13 TYP. BALCONY ASSEMBLY ATTACHED TO 314' FURRING STEEL BEAM .4- FILTER FABRIC
'------STEEL COLUMN \t.2j I ire■lo-o"
CHANNELS RE: STRUCTRAL r=
RE: STRUCTURAL EXTEND BLDG WRAP + CONCRETE SLAB
SIDING UP UNDER DECK AREA FINISH CEILING
RE: STRUCTURAL
RE: RCP
2-HOUR RATED W.F.M. TO EXTEND UP WALL
AS PER IBC TABLE 720.1(1 to' MIN. ABOVE GRADE 4 OVERLAP
ISSUED FOR: a4TE.-
DRAIN RE: PLAN
'7#NCOLUMN (FIRE RATED) "�SSTONE FINISH ASSEMBLY / 3 \TYP. NON-RATED FLOOR/CEILING ASSEMBLY I/27 WALL TYPE - W27 (EXT. CONCRETE W/ BACKFILL)
TOV PEC SUBMITTAL 01-31-05
1 \I.2 1 1 IT V& �.2 1 1/2• V-0' \I.2 1 1n• V-0•b, DIA. PERFORATED PIPE
WAPLASTIC CAP 0 SURFACE REVISION 02-14-05
OF SOIL
......... PEC 02-2M5
FILTER FABRIC AROUND PIPE
.......... .......... ...........................
50%DO pWress 03-07-05
........... ................
GRAVEL
PEC REVISION 03-15-0
.................. .........
................... .................. 15' TO 24' SOIL FLOOR FINISH
M.r
................... ...................
PEC REVISION 03-IM
RE= SCHEDULE............. NOTE: FIRFSTOP 0 TOP
RE: CIVIL + LANDSCAPE
------ -------
jq
............................. SECTION
>; BOTTOM OF WALL 4 100%DID SET 04-06-05
FILTER FABRIC dkR�: �SECTIONS
STUD WALL/ q",�. , : ; : :11 le.,. ." ! "I'l 0 ALL PENETRATIONS
INSULATION .$V ...... .4
1, 4
14 111 15 A-6.5
RE.
2 LAYERS 0 PROTECTION
V i 25%CD SET
...... CMU WALL
05-06-05
GYP. BD 4 DRAINAGE MAT RE= STRUCTURAL
.......................
r 4"w", BD.
FII DRB SUBMITFAL 05-23-05
r."VI
".4 : .... . , ", -?111 , <>
FINISH FLOOR ......... ...
WNCI. SLAB (BA MIN.), WELDED NOTE- CMU SMALL MAINTAIN 50%CD SET progress O&W5
16/FT. MIN. IN HOT W.P.M WIRE + MITI DICK MIN. THICKNESS OF 4.2" 0 ALL
RE: SCHEDULE .... .............. ROOT BARRIER EMBEDDED
y FILL CORES SOLID
75%CD SET
CONC. FLOOR SLAB ... ... . .... CARPET W PAD RE- STRUCTURAL 2 HOUR-RATED WALLS 0&3"5
HOT LIQUID APPLIED W.P.M. RE: SPEC.
RE: STRUCTURAL REFER TO IBC TABLE 90%CO SET-PERMIT 07-22-0
TO EXTEND INTO DRAIN, 720.1(2) FOR NOTE: CMU SHALL MAINTAIN
5' FIBERGLAS BATT INSULATION INSTALLATION -PERMIT 09-16-05
UNDER CLAMPING RING ELM MIN. THICKNESS OF 2.5' 0 ALL 100%CD SET
FLOOR MUFFLER ATTACHED TO SLAB, TI REQUIREMENTS I HOUR-RATED WALLS
clCOPYRIGHT 2000
MORTERARCHRECTS P.0
ghl SECTIONS ADDITIONAL 3' FIBERGLAS BATT
INSULATION 0 CEILING FRAMING IN
-T.0 GUNC.
\L
...... RESIDENTIAL UNITS ONLY
rr
STRU V-`\ STEEL SIAM
f. SLOPED CONCRETE DECK
RE. CTURAL RE STRUCTURAL
DESIGN AS PER UL N PROJECT* 0310
61 CM
WALL TYPE 26A: W
"CONCRETE DECK
STC RATING ■ 60 MIN, SHEET TITLE, ALL A FLOOR
....... ...... -APPLIED FIREPROOFING 0
SPRAY
I R. RATED WALL ASSEMBLY
MP DRAIN INTO
C*X. LAB IIC RATING w 57 MIN BEAMS ONLY FOR I HR. RATING DETAILS
RE; STRUCTURAL (VARIES WITH FINISH FLOOR
f AS PER UL N705
DRAIN PIPE RE. MICH.
MATERIAL
...... I OR 2-HOUR RATED WALL WALL TYPE 210
STEEL BEAM FINISH CEILING AS PER IBQ_____ 2 HR. RATED WALL ASSEMBLY
RE. STRUCTURAL RE: RCP
0 T
21 ST <
bal
01
Am E2
FLOOR EDGE DETAIL (M 8302 UPPER LEVEL t'1'2%\TYP. PLAZA ASSEMBLY W/DRAIN / 7 \CARPET FINISH ASSEMBLY 2 TYP. 1/2 HR. RATED FLOORICEILING ASSEMBLY /'26 WALL TYPE W26 (FIRE-RATED INT. Q CMU)
112'n 111 1 112'=TI 1 1 W as V& A 8.2 1 1/2"m 1'-0" \Af�.2 1 1 Ir V&
cl
JAMES ORTER
EXTEND GYP. BD.
TO SLAB, TYR
I [..........
1). A.6*
.4 II I
4
2' STONE CAP
E
MTL THRU FLAMING
Z LL.
W.P.M. TO EXTEND UP
AND OVER WALL e
LL
'7 711
PROTECTION BD.
STUCCO FINISH
E
STONE VENEER
SEALANT 4 2' STONE CAP
-T-.-,- 7- u
SLOPE
U STEEL ANGLE MIN.
6' BELOW GRADE PROTECTION BI
MTL. FLASHING CAP
—TRENCH DRAIN
MTL. TWRU-FLASHING
SEALANT
STUCCO WALL ASSEMBLY STUCCO FINISH W= SIDING
RE. SWEET A-6.1
SIMILAR TO 1/A $,1 TrIll wq
AIR BARRIER TO----/
< .2
4 UNDER OVERHANG
MTL FLASHING 4 1
ffil
DRIP EDGE ■
—STEEL CHANNEL STUCCO SOFFIT IL
M <
FIR E SUR I OF
PACK INSULATION 0 < SHEET W.P.M TO ALLOW
'15"\SITE WALL OVER GARAGE W/TRENCH DRAIN, TYP. '1lNvDETAIL STUCCO SOFFIT 7 DETAIL STUCCO/WOOD TRANSITION
STIR. STEEL BEAM rL ADHESION OF LIQUID W.P.M
\Z�31 1/2"m 1'4r 1 11r■1,4r A4.3 1117' 11-W
—AIR BARRIER TO
RUN CONTINUOUS MTL STUD WALL
UNDER OVERHANG RE: PLAN EXTEND HOT LIQUID
j - APPLIED W.P.M UP 4 OVER Lo
-V -
STUCCO WALL ASSEMBLY PARAPET WALL
FURRING CHANNEL
RE-. A-6.1
�'�TOG WOOD SOFFIT L3
Zl
5' CONIC. STUB WALL TO STUCCO FINISH
A- .2
18 \DETAIL SOFFIT :t BE 6' MIN. ABOVE GRADE
DRAINAGE MAT 4 i _ I I /
PROTECTION BD. J ,.. i _ I I J
SLOPE
MTL. CAP FLASHING VT. WALL ASSEMBLY
140T LIQUID APPLIED W.P.M.
< 11 /X RE- PLAN
OVER ENTIRE HORIZONTAL 4 i W= 11 ..I _1
SURFACE 4 EXTEND UP 17 4 /Z
mm I
FIBER-FACED W.R. </1 t
SHEATHING 150 MIN. ------ </
GYP. SHEATHING v v
<>
MIN -------
ZA
m —,—GRADE RE. CIVIL 17
En
I ,., CORNE
<
r- J
< MTL. CAP FLASHING
R BEAD
<
7
y.....\,-
.
STEEL W2' MIN. CONC.
-COVER ALL STRUCTURAL
A
7 L CONC. PARAPET WALL A,
APPLIED W.P.M. UP 4 OVER
EXTEND HOT LIQUID
A SEALANT 0- - -.1�.- ' I /j, li
V/ WOOD SIDING
- - - .
7 A, Z-1
04 7
..........
WOOD SIDING ASSEMBLY = 0
RE: A-6.1
WD. DECK CEILING
IV
DRIP EDGE 0
7 STUCCO SOFFIT
STEEL CHANNEL
-. _
BEHIND v
ul
'AIR BARRIER
"*\TYP. PARAPET WALL
r8 t'14 %\STUCCO WALL 0 GRADE 1D DETAIL (M STUCCOMOOD TRANSITION t'e NDETAIL Q STUCCO SOFFIT TO RUN CONTINUOUS / 3
A-6.2 �Z�3 I W m VI \NA f�.3 1 1/2'm 1W \Z�3 1 112'm V-0' 1 112"m 1W
UNDER OVERHANG
MTL. STUD WALL L9
RE: PLAN
...........
5' CONC. STEM HALL
TO BE 6' MIN. ABOVE
EXISTING GRADE
EXT. WALL ASSEMBLY
STL. BEAM WOOD SIDI%
>
RE: PLAN
RE- STRUCTURAL
W.P.M. TO EXTEND ABOVE
MTL. COMPRESSION z f
GRADE 24' MIN.
X, ALTERNATE: OVERLAP S14EET
W.P.M. UP TO 24' ABOVE
13
. ......... _q__lI7 7.....- GRADE,
>
MTL. FLASHING
LL
GRADE TO SLOPE
> STEEL CHANNEL
SEALANT AWAY FROM BLDG
A CIVIL
...... RE.
STEEL BEAM STL. ANGLE BOLTED TO
OK 2' STONE CAP <7
XI MTL. TRIM VENEER
T44 WOOD SOFFIT STONE VENEER —SPRAY-ON
4 NOTE: USE CMU TO FOOTING
. .... FIREPROOFING
—4'X4' TUBE STEEL PTD 0 STONE VENEER GREATER Ll
THAN 16' HIGH
WINTUMESCENT FAINT
6' ROUND STL COLUMN <>
—DRAINAGE MAT OVER W.P.M al o
<
l�71DARAPET WALL @ UNIT 81 01 PTD WANTUMOSCENT PAINT MTL. FLASHING NV
\Z..30/1 112"z l-V HOT LIQUID APPLIED W.P.M 0
ENTIRE HEIGHT OF
z,
FOUNDATION.
rm
71/ A
V
-'\TY
DETAIL (15-1 DETAIL / 2
_MTL. STUD WALL IL Q WOOD/STONE TRANSITION TAIL STEEL CHANNEL P. STONE WALL @ GRADE
RE. PLAN
1 1/2' V-0" �31 11r 1,4r I V2"m 1W
–MTL. STUD WALL ISSUED FOR., 047E.,
a 5' CONC. STUB WALL TO RE; PLAN
01-31-05
/,'� TISLISMIrIAL
BE 6' MIN. ABOVE GRADE V/\
• REVISION 02-14-05
77- GRADE TO SLOPE AWAY
FROM BLDG. RE: CIVIL
PEC 02-28-0
5' CONC. STUB WALL
—GRADE TO SLOPE AWAY STUCCO FINISH
FROM BLDG. RE.- CIVIL 50%DO progms aO7-05•N ! / / TO BE 6' MIN. ABOVE
W1 I SEALANT
EXT. GRADE PEC REVISION 03-165-0
RIGID INSULATION
MTL. COMPRESSION PEC REVISION 03-IM
_ i//i f-- .` J W.P.M TO EXTEND ABOVE
04-0645
W.P.M. TO EXTEND ABOVE 17 ZZ FLASHING
GRADE 24' MIN. r00%DD sEr
2' STONE CAP GRADE 24' MIN.
ALTERNATE: > I DUPLEX UNIT- 04-2M
MIN
ALTERNATE: OVERLAP
OVERLAP SHEET W.P.M. r• T -r7--
/ ° SWEET W.P.M. UP TO 24' 25%CD SET 05-06-M
UP TO 24' ABOVE GRADE
AWVE GRADE
STONEVENEER FINAL DRS SUBMITTAL
i d / (( "'� � /''
05-2345
F 50%CD SET progress 06-03.05
DRAINAGE MAT 4
COVER ALL STRUCTURAL
STEEL W 2' MIN. CONC,
75%CD SET 06-3M
�1
PROTECTION 5D. \1_ I
CORNER BUD
7 90%CD SET-PERMIT 07-22-05
DRAINAGE MAT/
100%CD SET-PERMIT 0946-05
L PROTECTION BD.
'AIR BARRIER TO ......
LIQUID APPLIED W.P.M.
n HOT RUN CONTINUOUS UNDER
CORNER DEAD
COPYRIGHT 2000
OVERHANG MORTER ARCH ITECTS P.C.
HOT LIQUID APPLIED W.P.M
T
SLOPED CONC. DECK
RE: STRUCTURAL DRIP EDGE • SLOPED CONC. DECK
DRIP EDGE 0
STUCCO SOFFIT
STUCCO SOFFIT RE- STRUCTURAL
NEI
, 4 1 PROJECTA 0310
SEALANT
AIRANFILTRATION BARRIER TO 4
vme EXTERIOR WALL
SHEET
7 DETAILS
RUN CONTINUOUS UNDER
OVERWA?4
AL
I � /\`` J ' '� / /' STUCCO FINISH/SOFFIT
_ _...__ %%/ SIMILAR TO I/A-6.1
uj
m
('136\DETAIL PLAZA WALL, TYP. /12DETAIL @ STUCCO SOFFIT BDETAIL 0 STUCCO/STONE TRANSITION (IIIIIIIII41)ETAIL @ OVERHEAD DOOR 1 PLAZA WALL DETAIL A IF
11/2'=1'-0" \Z�31 1/2. 1.-0. 1 112"=V-13" �3 1 112"m 1'-0" 1 112"m 1'-0"