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01. WALL CONSTRUCTION. 8" CMU (19 COURSES)
WITH H RSN7A__'INT REINFORCING EVERY
2 COURSES -TIE BEAM @ TOP WITH 2-45'S
CONTINUOUS. HORIZONTAL TYPICAL ALL
WALLS.
02. FILLED CELL. 145 VERTICAL @ 4'-0" O.C.
Z'Zi 9NXTE7LACEMENT WITH EXTERIOR
DOORS.
03. PIER FOUNDATION. 3'-0" X 3'-0" X 1'-0"
CONIC FOUNDATiiffl`REINFORCED WITH 545'S
EACH WAY. SEE,+DETAIL 3/A.1.
04. CONCRETE COLUMN. 8" X 1-1/.4" COLUMN
1INFMZCI7l7_7=6-#5'S VERTICAL WITH #4
TIES P 12" O.C.
05. FILLED CELLS. 2 FILLED CELLS WITH 145
B1iR-EACH BIEAd BEARING.
06. BASE WALL. 8" C.M.U. (3 COURSES) WITH
SOCK @ TOP AND 1-45
CONTINUOUS. SEE DETAIL 6/A.1.
07. TURN DOWN SLAB. 1'-0" X 1'4" THICKENED
'SLAB EDGE 'WITH -2-#5 BARS CONTINUOUS.
SEE DETAIL 6/A.1.
08. DEMISING WALL. 8" C.M.U. (23 COURSES)
WITH FLLEED CELLS AS INDICATED. TYPICAL
TIE $AM (SEENOTE 01).
09• FLOOR SLAB. 4" CONC FLOOR WITH 6 X 6 X
1U/IU W.W.F. ' REINFORCING OVER 6 MIL
VAPOR BARRIER ON COMPACTED TREATED FILL
@ 95% DENSITY.
10. CONCRETE FOUNDATION. 10" X V -8"
RE114FORCED CONCRETEFOOTING WITH 3-#5
BARS CONTINUOUS AND #4'S ACROSS 32" O.C.
11. CONCRETE FOUNDATION. SEE NOTE 10
12. 1'-0" X 2'-8"
REINFORCE-0 CONCRETE DOTING WITH 445
BARS CONTINUOUS @ BOTTOM AND 1-45 BAR
CONTINUOUS @ TOP (CENTERED) WITH 04 BAR
@ 32" O.C. ACROSS.
13. FILLED 1-#5 VERTICAL AS
114. WELD PLATE. 8 X 8 X 1/4 ST. PLATE WITH
AMK ANCHOR CAST IN PIER FOR BEAM SEAT
AND WELDING.
16. BRIDGING. JOIST MANUFACTURER TO PROVIDE
TAU" ROWS OF BRIDING AS INDICATED.
17. ROOF FRAMING. 2 X 6 @ 12" O.C. 'WITH 2-
FA IA AND 2 X 6 RIDGE BEAM,
PROVIDE HURRICANE HOLD DOWN CLIPS @ ALL
FRAMING MEMBERS ANCHORED TO 2 X 8 BASE
PLATE ANCHORED TO TIE BEAM. SEE DETAIL
2 AND 3/A.5.
18. BEAM. W 14 X 26 CANTILEVERED BEYOND PIER
Wt-GROUT ENTIRE AREA AROUND BEAM @ ALL
BARING CONDITIONS FOR LATERAL
RESTAURANT.
19-- CONNECTOR PLATE. 8" X 12" ST. PLATE WITH
AS INDICATED.
GENERAL NOTES
01 . CONTRACTOR SHALL VERIFY ALL DIMENSIONS
INDICATED AND SHOULD A DISCREPANCY
OCCUR, NOTIFY THE ARCHITECT IMMEDIATELY
BEFORE PROCEEDING.-,
02. SOIL BEARING CAPACITY ASSUMED @ 2000
P.S.F.
03. ALL FOOTING AND SLABS SHALL BE MINIMUM
25.00 PSI CONCRETE. ALL POURED LINTELS,
COLUMNS, TIE BEAMS AND CELLS SHALL BE
MINIMUM 3000 PSI CONCRETE.
04. ALL CONCRETE BLOCK SHALL BE C-90.
05. ALL REINFORCING RODS TO BE SCHEDULE 60.
06. ALL WORK SMALL BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE STATE AND
LOCAL CODE, WHERE A DISCREPANCY OCCURS
THE MORE STRINGENT SHALL APPLY AND.
GOVERN.
07. COORDINATE ALL WORK WITH CIVIL AND SITE
DRAWINGS.
08. THESE DRAWINGS ARE COPYRIGHTSED AND THE
PkOPERTY OF THE ARCHITECT. ANY USE.
P'R,ODUCTIO* OR CONSTRUCTION WITHOUT
WRITTEN AUTHORIZATION OTHER THAN THIS
PROJECT IDENTIFIED AS THE PASCO MEDICAL
ARTS CENTER SHALL BE A DIRECT VIOLATION
OF COPYRIGHT LAWS AND SUBJECT TO LEGAL
ACTION ON THE PART OF THE ARCHITECT.
09., UPON COMPLETION, THE OWNER/DEVELOPER
SHALL FORWARD TO THE ARCHITECT A SIGNED
AFFIDAVIT THAT THE BUILDING HAS BEEN,
BUILT ACCORDING TO THE PLANS ANO/OR
SPECIFICATIONS.
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REVISIONS
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01. ROOF CONSTRUCTION. 2 X 6'S @ 12" O.C.
W12-2 X IA WITH 5/8" CDX ROOF
DECK AND STANDING SEAM METAL ROOF W/RIDS
2 12" O.C. (INTERIOR SOFFIT-1/2"
EXTERIOR G.W.B. ON 3/4" FURRING WITH
5/8' 2 COAT STUCCO ON SELF FURRING METAL
LATH. SEE DETAIL 2/A.5.
02. CIRCULAR FRAME. 3/4" PLYWOOD FRAME 6"
WI IOR DIAMETER (PAINTED
COBALT BLUE) .
03. LATTICE. 1 X 2 WOOD LATTICE WITH 1-112"
XT-I/Zw GRID .( PAINTED WHITE) . SEE
DETAIL 7/A.5.
04. PARAPET COPING. 6" FACE ALUMINUM
COPINGS ESP FINISH BLACK WITH ANCHOR
CLEATS. SEE DETAIL i/A.S.
05. PARAPET WALL. 4" 18 G METAL STUDS @ 16"
D.C. W114 01 2 COAT STUCCO ON SELF
FURRING METAL LATH ON 1/2" EXTERIOR
G.W.B. WITH 3-1/2" FOIL BATT INSULATION
BETWEEN (R-19) BETWEEN. SEE DETAIL
1/A.5.
06. AWNING. 100% ACRYLIC AWNING (COBALT
BLUE) ON 3/4" GALVANIZED METAL PIPE
SUPPORTS. PROVIDE REQUIRED BLOCKING @
PARAPET WALL FOR ATTACHMENT'.
07. STOREFRONT. ALUMINUM STOREFRONT (ESP
FINMi-3C'dIC)c) EQUAL TO KAMNEER TRIFAB
450 WITH 3/16" SOLAR GREY GLAZING WITH
65 TRANSMISSION.
08. BASE WALL. 8" CMU WITH FILLED U-BLOCK @
TOP-I'6tJK5E AND 145 CONTINUOUS AND 1-#5
VERTICAL @ 4'-0" O.C. WITH 5/8" 2 COAT
STUCCO EXTERIOR. FACE AND 1/2" G.W.B.
ON 3/4" P.T. FURRING STRIPS WITH 3/4"
RIGID INSULATION BETWEEN.
09. BOX BEAM. BEYOND, @ CENTER OF WINDOW
MULLION -SYSTEM ONLY. SEE DETAIL 1 A/5.
10. CONTROL JOINT. STANDARD 1/4" FRYE
RETa:ET.
11. SEE NOTSIMILAR
E OS FOR CONSTRUCTION.
12. PARAPETWALL. 5l8a CD)( PLYWOOD THIS SIDE
ON`A"i'$"CA"RTAL STUDS @ 16" O.C. WITH
235 LB F18ERGLASS SHINGLES FOR VERTICAL
APPLICATION. OYER 30 LB. FT PROVIDE
CONTINUOUS FLASHING ABOVE CANT. SEE
DETAIL 5/A.4.
13. COPING. CONTINUOUS ALUMINUM COPING TO
EXiTEW12" ONTO ROOF DECK. PROVIDE DRIP
@ RAIN GUTTER.
14. DEMISING PARAPET. TO EXTEND 18" MINIMUM
A$UVL Wes- PROVIDE CONC WASH @
TOP WITH NON -SHRINK GROUT.
15. GUTTER. 6" ALUMINUM BOX GUTTER.
16. 14ALE CONSTRUCTION. 8" CMU WITH
HUMUNTAL JOINT EINFORCING EVERY 2
COURSES AND 145 BAR VERTICAL @ 4'-0"
(FILLED CELL). COORDINATE WITH LINTEL
LOCATIONS. STRIKE JOINT HORIZONTALLY
AND PAINT.
17. DOWNSPOUT. 5" ALUMINUM DOWNSPOUT WITH .
CLTFAi"i1EC11MENTS'AS INDICATED.
18. SP`AMOCK. PRECAST.
19. KWe "$"
20. FASCIA PXNEE. W 14 X 26 W PT 2 X 6'S
ANCHORED X}I$ 1tRAPPED WITH 5/8" STUCCO ON
SELF FURRING METAL LATH.
21. AW141YA BEYOND. SEE NOTE 06.
22. CENTER OVER EXIT DOOR-
SitL LttlliXIUar-tOR SPECIFICATIONS.
23. CONCRETE PAID. 4'-O" X 7'-4" X 4"
•RETNr'U9#1CRETE PRO FOR CONDENSING
UNIT LOCATION. SET 6" BELOW FINISHED
FLOOR.
24. WINDOW. 8 X 8 X 8 CLEAR GLASS BLOCK
P.7bMI EQUAL.
25. ENO WALL. END WALL EXTEND TO FULL HEIGHT
To TUP OF FRONT PARAPET WALL TYPICAL @ .
SUITE NO. 1 AND NO. 12-FINISH END WALL
WITH 2 COATS 5/8" STUCCO.
nencan Bwepr,ntinq & Suoolv Inc
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NC FLOOR WITH 6 X 6 X 60. ANGLE. 3LZx3'�
27. FLOOR SLAB. 4" COSTEEL ANGLE WELDED CONTINIOUS
i I 40.
TO TOP CORD OF STEEL JOIST
02. CURBING. 6" X 1'-6" CONC CURB WITH 1 95 TiTTM-T..F REINFORCING OVER 6 MIL VAPOR Q W
'- BARRIER ON COMPACTED TREATED FILL @ 95% 61. ANGLE. CORD OF
ANGLE WELDED CONTINUOUS
�-,.�.__ ___�__._�_,_.__ I +� - �DR1"-T�iIYH 1/2' PRE -MOLDED JOINTS @ 18 �`b�P CORD OF STEEL JOIST
- - 1 0" O.C. ENTIRE PARKING AREA. DENSITY. 62. COPING. CONTINIOUS ALUMINUM COPING TO EXTEND' 12"
w
-� � _ 03. SIDEWALK. 4" CONC SIDEWALK WITH 6 X 6 28. FOOTING. 10 x 1-1/8" COND FTG WITH 3- 5 -,-% =
T0/10 W.�.F REINFORCING -CONTROL JOINTS @ SINUOUS AND 4 BARS @ 32" O.C. ON TO ROOF DECK. PROVIDE DRIP AT RAIN GUTTER
1 ACROSS (SEE DETAIL 5/A-1)• 63. FLASHING. FLASH UNDER COPING AND HOLD WITH U
6'-0" O.C. CLIPS ANCHORED TO 2x8 BLOCKING-
- 04. ARCHITECTURAL PAVERS. 1" ARCHITECTURAL 64. BEARING PLATE. BXBx, STEEL PLATE WITH HOOKED
NON -SLIP EXTERIOR GRADE PAVERS (SIZE 12" 29. BLOCKING. P.T. 2 X 3 CONTINUOUS ANCHORED MASONRY EMBEDEO IN TIE BEAM, TYPICAL �4.
X. 12") SET IN 1" GROUTING BED. T�Ar�C�@ 30" O.C. COUNTERSINK ALL ALL BEARING CONDITIONS W
` VJC'J 05. MUD SLAB. 2" CONC MUD SLAB WITH 10 X 10 BOUTS FLUSH. 65. TIE BEAM. 8"xl'-4" REINFORCED TIE BEAM WITH Q
X 10/10'A.W.F REINFORCING. 30. GUTTER. 6" ALUMINUM BOX GUTTER. N�RS CONTINIOUS
06. BASE WALL. 8" C.M.U. WITH FILLED U BLOCK 31. TF!=ION. 3/4" R-11 RIGID INSULATION
TOTAL 145 CONTINUOUS 8 1-#5 FROM CFILfAG TO UNDERSIDE OF METAL DECK.
VERTICAL @ 4'-0" O.C. WITH 5/8' STUCCO 32. 'WALL CONSTRUCTION. 8" CMU WITH
\ L}- EXTERIOR FACE AND 1/2" G.W.B. ON 3/4" INFORCING EVERY 2
- I r s_►C -� IZ Poo f; . )
-- _y - - P.T. FURRING STRIPS WITH 3/4' RIGID COURSES AND 1-#5 BAR VERTICAL @ 4'-0"
INSULATION BETWEEN. O.C. (COORDINATE WITH DOOR PLACEMENT AND
�(p I II "•i ��� I-1p" --- 07. CONTROL JOINT. STANDARD 1/4 FRYE LINTEL) WITH 1/2" G.W.B. ON 3/4" FURRING
WITH 3/4" RIGID INSULATION BETWEEN.
08. STOREFRONT. ALUMINUM STOREFRONT (0 iL-L- STRIKE EXTERIOR HORIZONTAL JOINT AND
FINISA1TT) EQUAL TO KAWNEER TRIFAB PAINT C.M.U.
` I Qb ttt1 450 WITH 3/16" SOLAR GREY GLAZING WITH 33. BASE. 4" BLACK VINYL BASE TYPICAL WITH O
I rL�► 65% TRANSMISSION. T= AND OUTSIDE CORNERS.
" 09. CHANNEL . C8 X 11 .5 WRAPPED WITH 2METAL 34 • DOWNS MALUMINUM
LU IN M DOWNSPOUT WITH
I I " r
y� C> STUDS AN 5/8" STUCCO TO MATCH FASCIA
_ - - BEAM CONSTRUCTION. 35. SPLASHBLOCK. PRECAST.
i
10. BOX BEAM. FALSE BOX BEAM @ THE CENTER OF 36. FOOTING. I -O" X 2'-8" REINFORCED CONIC
T,iTNDaA-TdOLLION SYSTEM ONLY. SEE NOTE 11 77797•WITH 4-d5 BAR AT BOTTOM AND 1-45 Z'
-� - �_-JI �, FOR SIMILAR CONSTRUCTION. BAR @ TOP, CONTINUOUS WITH #4 BAR AT 32" W W
^ �--- w---Cj4 11. FASCIA PANEL. W 14 X 26 WITH R.T. 2 X
AND WRAPPED WITH 5/8" O.C. ACROSS. V
STUCCO ON SELF FUYRICGAWNING METAL LCOBALT XN6IWOODDSILL WITH BULLNOSEr
bT�-AAC`ftbiiF6•- 37. TIE BEAM. 8" X 16" TIE BEAM WITH 2-d5
-
� 12. AWNING. 100% ACRYLIC ( 38. SILL 1 '
7. _ _K_ ..� BLUE) 0 3/4" GALVANIZED METAL PIPE -[FAi'A'fED) . SEE DETAIL 9/A-5 FOR (�l }"••
I CONSTRUCTION. v kf
\ I PARAPETSWALLRFFORDATTACCHMENT•BLOCKING @ 39. FLASHING. CONTINUOUS FLASHING AND Lu
rDIIATEiiFCASHING TO EXTEND 12" UNDER Q Q -r�� '�"1 - 13. LINE OF WALL BEYOND. STEP C.M.U. AND ROOFING FELTS. i ;/�/ ION @ 45 PROFILE .r
_- AND COVER WITH 5/8" 2 COAT STUCCO. 40. TIE BEAM. 8 X 8" U BLOCK FILLED WITH '�' ..„j
L}�j i I .I �� II 2-00
14. PARAPET WALL. 4" 18 GA. METAL STUDS @ CONIC � ND 1-#5 BAR CONTINUOUS.
I�"�-AiTfi 5/8" 2 COAT"STUCCO ON SELF 41. TURN DOWN SLAB. 1'-0" X 1'-4" THICKENED V
vv j� �jCj FURRING METAL LATH ON 1/2 EXTERIOR 245 BARS CONTINUOUS (SEE
G.W.B. WITH 3-1/2" FOIL BATT INSULATION DETAIL 6/A-1). �+ .
R-19 BETWEEN. PROVIDE 1/2" G.W.B. @ 42. JOINT. 1/2" PREMOLDED EXPANSION JOINT @ Q
-__ _._.-_ HEAD CONDITION OF STOREFRONT SYSTEM. ALL�LAB EDGES.
, -- LL
rl
j - }'� 43. PARAPET COPING. 6" FACE ALUMINUM {.l.i
15. PARAPEwT. 5/8@ 16X PLYWOOD
235 LB CLEATS.
GAUGE ISH BLACK WITH ANCHOR
METAL S
FIBERGLASS SHINGLES FOR VERTICAL 44. DEMISING WALL. 8" C.M.U. WITH ALL CELLS
<- rJ APPLICATION. PROVIDE CONTINUOUS FILLED WITH ZRMICULITE AND FILLED CELL
o
i.1L¢- _ �' FLASHING ABOVE CANT. SEE DETAIL 7/A-5. AS INDICATED IN FOUNDATION PLAN AND r ,
16. CANT. 4" CONTINUOUS FIBER CANT STRIP. JOINT REINFORCING EVERY 2 COURSES WITH Z
17/ STEEL BEAM. W-14 X 26 WITH CONT 3-1/2" 1/2' G.W.B. ON 3/4" FURRING TYPICAL BOTH d Ln
-- - �/ 18. A'3-1/2" X-3/8" ANGLE WELDED TO TOP AND SIDES. [[ 11
BOTTOM FOR STUD ANCHORING. PROVIDE 3 X 45. 'WALL. 8" CMU WALL WITH JOINT REINFORCING v,
+ + 3 X 1/4" TUBE 'WELDED TO BOTTOM @ EPERY 2 COURSES AND FILLED CELL AS
Q d n.
LOCATION OF TRANSVERSE BOX BEAM AND INDICATED. 3/8" 2 COAT STUCCO BOTH
'420 Z - CHANNEL ATTACHMENT FOR LATERAL BRACING. SIDES.
G' ..� o19. ANGLE. CONTINUOUS 3 X 3 X 3/8" ANGLE
CONTINUOUS BOTTOM CORD OF STEEL JOIST 46. ROOF CONSTRUCTION. 2 X 6 @ 12" O.C. IN
(SEE NOTE 20) 2.2 X 10 @ FASCIA WITH 5/8" COX ROOF
--a( °5 " 20. DIAGONAL BRACING. 418 GAUGE METAL
DECK AND STANDING SEAM METAL ROOF WITH
-S�CTNG @ 32' O.C. WELDED TO "
PARAPET CONSTRUCTION AND CONTINUOUS RIBS @ 12 O.C. AND 15/8 EXTERIOR G.W.B.
1�_ ! ll . /f ,,,✓ ANGLE (SEE NOTE 19) • ON 3/4" FURRING WITH 5LA 2 COAT STUCCO
j ON SELF FURRING METAL LATH.
t) - ►.
' 21. CONC WASH. PROVIDE NO NON SHRINK GROUT 47. FRAME. 2 X 10 FRAME (PAINTED BLACK). DRAWN
=ET -FRAM CENTER TYPICAL ALL BLOCK
� PARAPET WALLS. 48• 777.2 X 2 'WOOD STOP (PAINTED COBALT
22. ROOF CONSTRUCTION. 3-PLY BUILT UP ROOF LATTICE.
'SY'STEM WITH BREATHER VENTS @ 150 SQ FT 49• LATTICE. i X 2 WAIN LATTICE WITH 1-1/2" CHECKED
INTERVALS ON 2 LAYERS 1-1/2" RIGID XIRCULAR GRID (PAINTED WHITE) .
N BOARD. (R-20 COMPOSITE) ON 1- 50. CIRCULAR FRAME. IOR PLYWOOD FRAME 6"
INSULATION - IOR DIAMETER (PAINTED .DATE
1/2" METAL DECKING ON 12H3 STEEL JOIST @ COBALT BLUE).
4-1 5'-0"SPACING(METAL DECK SHALL MEET ALL 51 X 6 REVEAL (PAINTED COBALT
M-a I i+ p„II 0 STRUCTURAL REQUYREMENTS FOR DESIGN REVEAL__ 2 (P SCALE I
v - - - - SPACING). 52. HURRICANE CLIPS. PROVIDE HURRICANE HOLD.
23. STEEL BEAM. W 18 X 35 ST. BEAM WELDED FRAMING MEMBERS
T(f•S�X-5/8" PL. ANCHORED TO ANCHORED TO 2 X 8 ANCHORED TO TIE BEAM. JOB NO
REINFORCED FORMED AND POURED COLUMNS.
,,�.►• �' � .I ,/ . +� 53. PENT. 12 X 12 ALUMINUM VENT WITH INSECT
•' /� j�'� "n� i I /i�,,� �j r� f�' "'' + ' " 'I �' I f "� -t 24. CEILING. 2 X 4 SUSPENDED ,
�v 4i"L.i�y t f` (/ t� }i_ZG� I✓ {� I 1-'t-* i%"'� ✓° �%'�' G fi �� l./ �Ci(E''N CENTERED EACH ROOF SOFFIT. SHEET
- ACOUSTIC CEILING @ 8'-0" A.F.F.C. UNLESS FISSURED 54. CAULK. 1/4" CAULK JOINT TYPICAL ENTIRE
-�� - /n ('. ,, J� G✓ �� -� COI OTHERWISE SPECIFIED. FERIMER ALL DOOR AND 'WINDOW FRAMES.
25. COLUMN. 8 X 1'-6" REINFORCED FORMED AND 55. REAR DOOR. 1-3/4" H.M. STEEL DOOR AND
POURED -GONG COLUMN WITH 645 BARSMLIALFK}(pIE WITH JAMB ANCHORS.
VERTICAL AND N4 STIRRUPS @ 12" O.C. 56. STEEM BEAM. W 14 X 26 (SEE NOTE 11)•
HORIZONTALLY. 57. CASI M STANDARD WOOD RANCH CASING.
58. TNTERIO WALL CONSTRUCTION. 3" METAL
STUD WITH I/Z" G.W.B. BOTH SIDES. SOUND
INSULATE WALL AS INDICATED.
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01.
•;a
INTERIOR WALL CONSTRUCTION. 3# METAL
, SIDEAid 4„
BLACK VINYL BASE. SOtd Iw AT?E WITH
2-1/2" BATT INSULATION WHERE INDICATED.
02,
WALL CONSTRUCT « CI" CHU .WITH
KV9L'ONIAL JULINFOKTw4 EYERV
COURSES AMD 145 B VElIrIM 6 FILLED
CELLS 4'-0" D.C. TIE KAM 0, SOP 8 X 1'-4
WITH 245 BAR CONTINUOUS HORIZONTAL IP
DEMISING MALL. FILL ALL C.M.U. CELLS'
W/VERMICULITE 09 EQUAL FOR FIRERAfiiNB AS
REQUIRED. ADJUST 414HT Ol PARAPET L
BETWEEN SUITES 6 A & TO ,A UST FOR ROM
LEVEL VARIATION.
03.
INTERIOR FI#I 1/2" DRYWALL ON 3/4" .
1�':T. F ING WITH 314' RI to INSULATION
BETUEENr
04«
EXTERIOR WALL. STRIKE ►ORIZONTAL JOINTS
XND oxImIr—ft
05.
WING WALLS. SEE FOUNDATION PLAN FOR
FTLLM LOCATIONS. WING 'WALL$B
SUITE NO. I ANO SUITE NO. 18 EXTEND TO
TOP OF PARAPET. SEE SECTION I A.5,FOR
06.
TYPICAL PROFILE.F
STOREFRONT, ALUMINUM STOREFRONT ILA-
�
FINISH- EQUAL iD KAWNEER ,.
45- WI T13 3/16' SOLAR GREY "GLASS �iN 66`L
TRANSMISSION.
07.
ARCHITECTURAL PAVERS. 1" ARCHITECTURAL
PAVERS (SIZE-12"
% 12") SET IN 1" GRWTING BED.
OB.
SIDEWALK. 4' COVC VOEWALK WITH B X 6 X
MID WF REINFORCING CONTROLJOINTS AS
INDICATED
09.
CONTROL JOINT AW EXPANSION JOINTS.'AS
DED
EVERY AD JOINT.
10.
LANDSCAPE AREA. BY R, VERIFY EXACT
�I� �TS� IRRIGATION SYSTEN!
DESIGN.
11.
WOOD SILL. SEE DETAIL_VA.S..
12.
RIB 1M SEE DETArIt. I/A S AND 6/A.1.
13.
=11TtIR Mb BASE I VERIFY EXACT
ECTIONS XITH
SUITE a7WCR5. AI:L TOPS TO BE1-1/2"
SELF ED itI7H 4- 8ACKSP A''SW STANDARD
STANLEY CROW HINGAS AND 9' 6 V 75 Lit
BALL BEARIWo GLIDES FORtRAWERS.
COORDINATE EXACT,LOCATION` " KTER
HEATER WM SPECIFIED. SEE MECHANICS.
FOR CABINET LOCATION. C b INATE ALL
SINK TOP ;LOCATIONS.
14.
UPPER" CABINET. VERIFY EXACT
$'ICAi'iAm C,tBt SELECTION$ WITH
SUITE OWNERS. CABINETS SHALL BE l.8":
DEPTH AND 24" HEIGHT..'
IS.
BYPA"S WINDOW. 114' POLISHED PLATE
L%b 5 IiINIKAI It ALUMINUM TRACK
(RECESS IN TOP):; PWVIDE CHROME PULLS
MOUNTS -TO Gt«ASS POW AND REAR. SEE
DETMIL 1/A.6 F, Sft-CIFIC FRONT DESK
I�SIGN:.
I6.
RE.FAIGi RATQR. OPTIONAL a,Y OAR«
11«
3 WI t.YING
II -24" WIDE IBM `
SIs I`SEE PLt IN6} TOILET
t E1«TD} `iPL`IT SEAT. 24 X
MIR R (w St' TES) IAND Sit RECESS O
CHOok TWA PAPER, #R1LOER.. 24*
TAB BAR {BEND "LETI « T1(PICAi EKH
TOILET Rt1w.
,19..
CABINETS. "28" WII lAtt COINET WTH
911t lln 94' UPPO CABINET Wt" AO,I.
SHELVES, VERIFY SPECIAL BE viatmOFS
FOR CUSTOM SUM 0061FICATINS.
20.
FASCIA r SEE MIC#It I1/A.S«
^�1«
, . NEiTE 1kYlA«S«
22.
• DBE Wt STAINLESS STEEL
SINK-� FN:tIfi�ING
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01. INTERIOR WALL CONSTRUCTION. 3":METAL '
U H SIZE AND 4"
BLACK VINYL BASE. SOUND INSULATE,'WITH
2-1/2" BATT INSULATION. WHERE INDICAIE0.
02. WALL CONSTRUCTION. 8" CMU WITH
HDRIZONTZ INFORCING EVERY 2
COURSES AND 145 BAR VERTICAL @ FILLED
CELLS 4'-0" O.C. TIE BEAM .0 50P 8 X 1'-4
WITH 245 BAR CONTINUOUS HORIZONTAL @
DEMISING WALL. FILL ALL C.M.U. CELLS
W/VERMICULITE OR EQUAL FOR FIR£RATING AS
REQUIRED. ADJUST HEIGHT OF PARAPET WALL
BETWEEN SUITES 6 6, 8 TO ADJUST FOR FLOOR
LEVEL VARIATION.
03. INTERIOR FINISH. 112" DRYWALL ON 3/4"
F.T. FURRING 3/4" RIGID INSULATION
BETWEEN '4o :? N ""�� ri e t*�' , owl
04. EXTERIOR WALL. STRIKE FItTRIZ NTAL JOINTS
AM PTIRT 8" U.
05. WING WALLS. SEE FOiNDATION PLAN FOR
rILIED CELL LOCATIONS. WING WALLS @
SUITE NO. 1 AND SUITE NO. 12 EXTEND TO
TOP OF PARAPET. SEE SECTION I A.5 FOR
TYPICAL PROFILE.r
06. STOREFRONT, ALUUMINUM ST'OREFRONT6t ,�-� .
TTEin7-r- ' EJUAL TO KAWNEER TRIFAV
45- WITh 3116 SOLAR GREY GLASS WITH 65%
TRANSMISSION.
07. ARCHITECTURAL PAVERS. I" ARCHITECTURAL
NUN -SLIP EXi'G'RY6fI"GME PAVERS (SIZE-12"
X 12") SET 1N 1" GROUTING BED.
O8. SIDEWALK. 4" CONC SIDEWALK WITH 6 X 6 X
10/10 Wr REINFORCING CONTROL JOINTS AS
INDICATED.
09. CONTROL JOINT AND EXPANSION JOINTS. AS
OLDED
EVERY 3RD JOINT
10. LANDSCAPE AREA: :BY OWNER, VERIFY EXACT
REQUIREMENTS MR IRRIGATION SYSTEM
DESIGN.
11. WOOD SILL. SEE DETAIL 9/A.S.
12. iZAL'l. SEE DETAIL 1/A.5 AND W.I.
13. ZMVirTi(Ilb BASE CABINET. VERIFY EXACT
SELECTIONS WITH
SUITE OWNERS. ALL TOPS 10 BE 1-1/2"
SELF EDGED WITH 4" BACKSPLASH STANDARD
STANLEY CHROME HINGES AND K A V 75 LB
BALL BEARING GLIDES FOR DRAWERS.
COORDINATE EXACT LOCATION OF WATER
HEATER WHERE SPECIFIED. SEE MECHANICAL
FOR CABINET LOCATION. COORDINATE ALL
SINK TOP LOCATIONS.
14. UPPER CABINET. VERIFY EXACT
VECIFICATIONI AND COLOR SELECTIONS WITH
SUITE OWNERS. CABINETS SHALL BE 12"
DEPTH AND 24" HEIGHT.
15. BYPASS WINDOW. 1/4" POLISHED PLATE
MASSBYPASSINDOW IN ALUMINUM TRACK
(RECESS IN TOP). PROVIDE CHROME PULLS
MOUNTED TO GLASS FRONT AND .REAR. SEE
DETAIL 1/A.6 FOR SPECIFIC FRONT DESK
DESIGN.
16. REFRIGERATOR. OPTIONAL BY OWNER
YIkG 17. 6"SHELVES �PER CLOSET..
18. TOILET ROOM. PROVIDE 24" WIDE BASE
EXIIINET SINK (SEE PLUMBING) TOILET
(ELONGATED) WITH SPLIT SEAT. 24 X 36
MIRROR (NO ROSSETTES) AND SEMIRECESSED
CHROME TOILET PAPER HOLDER,'74" CHROME
TOWEL BAR (BEHIND TOILET). TYPICAL EACH
TOILET ROOM.
19. CABINETS. 24" WIDE BASE CABINET WITH
3TRit'= 24" UPPER CABINET WITH ADJ .
SHELVES. VERIFY SPECIAL REQUIREMENTS
FOR CUSTOM SUITE MODIFICATIONS.
20. FASCIA PANEL. SEE NOTE 11IA.5,
21. BOX BEXA. SEE NOTE IO/A.5.
22. LX9SINK . DOUBLE BOWL STAINLESS STEEL
DI iP"`Bi3iiC SINK -SEE PLUMBING
SPECIFICATIONS.
23. VIEW BOXES. BY OWNER VERIFY SPECIAL
FI:F(.'1'RiZ'Af`REQUIREMENT&. F
24. FILM FILE. X-RAY FILM FILE BY OWNER.
FAIT aE ON MUST BE 1 HR RATED.
25. BY OWNER.
26. iRMESSOR. BY OWNER.
27. PA SOX. LIGHT TIGHT PASS THRU
-�
28. I-RAY'WALL . LEAD LINED DRYWALL.
X-RAY ROOM.
29. VIEW WINDOW. 10 X 10 LEADED VIEW WINDOW,
30. R=irRY"'iiTEi,(.: RECESSED X-A# VIEWER BY
31. PASS THRU. 12 X 12 DOUBLE DOOR SLIDING
32. WINDOW. GLASS BLOCK WINDOW. SEE
ECTPATTON-3/A.4 FOR LOCATION AND SIZE.
33. SHOWER 30" X 30" FISEROLASS SHOWER PAN
WIIR '4-'X 4 CERAMIC @ WALLS. AT SHOWER
USE GREENBOARD FOR WATERPROOFING.
�'�; � ". Via" v�AL-L �'�`✓ +''ri IZILo � �
REVISIONS DATE
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05.
EXTERIOR
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06.
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07.
FLUORESCENT F T
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VANITY LIGH.7,
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