09-97-019I
M
N
0
Q�
O
O
N
In
TOP OF EXISTING PARAPET
ELEV. =14'-1 V2•
T0� __ P OF EXISTING LOW PARAPET N
ELEv�-12'-1 v2•
BOTTOM OF EXISTING TRUSS
ELEV. - 9 7112'
FINISH FLOOR
ELEV. - 0'-V
NOTE: FLASHING TO BE INSTALLED OVER PARAPETS (NEW
ELEVATIONS WHEN APPLICABLE) & CURBS FOR MECHANICAL
EQUIPMENT.PROVIDE NEW ROOF PRIOR TO PARAPET
CONSTRUCTION (SEE DESIGN) AND AFTER PARAPET
CONSTRUCTION ROOF CONTRACTOR TO APPLY
FINAL ROOF MOPPING TO ASSURE WEATHER TIGHTNESS.
GENERAL CONTRACTOR: TO REMOVE EXISTING ROOFING
MATERIAL APPLY NEW BONDED ROOF OVER Y8""CDX"
PLYWOOD SHEATHING AND SOFT FELT - 3 PLY FELT.
/ IF SHEATHING AND FELT ARE NOT EXISTING IT IS THE
/ GENERAL CONTRACTOR'S RESPONSABILITY TO FURNISH
/ EXISITNG MECHANICAL ALL MATERIALS REQUIRED. VERIFY EXISTING CONDITION &
/ EQUIPMENT CHECK W/ ARCHITECT FOR ANY STRUCT. CONSIDERATION.
/
/
/
/ EXISTING GUTTERS
/ TO BE REPLACED
MECH. SCREENING DIAGRAM
SCALE: N.T.S.
CONTINUOUS TAPERED SHIM \
SHEET METAL PARAPET CAP
CONTINUOUS MEMBRANE LINER
HIGH DOMED, CAPPED & GASKETED
FASTENERS @ 18" o.c. DEPENDING
ON WIND ZONE AND LOCAL CONDITIONS
CONTINUOUS CLEAT
SHEET METAL FLASHING
L:UNNtL: I I U I 'HL 51 UUS H I I UF'.
CONT. BUILTUP HEADER (120OS200-54)
16GA. FAST. 2X12 HEADER TO VERT.
STUDS W/2 NO. 10 S.M.S PER STUD
(1 HED
TO HORT. HE DER WXNO. 10 SMS @ 2l 2" TRACK CO.C.
(AT BRACE FAST HEADER W/5 NO.10 S.M.S TO
TOP HORIZ. BRACE & 5 NO.10 S.M.S TO BOTT.
HORIZ. BRACE).(TO BE COVERED
W/PLYWOOD AND STUCCO).
14 GA. CLIP ANGLE FAST.
W/10 NO.10 S.M.S EA. LEG
(800S162-33) 20GA. 1'8'X8" CONT.BRACE
@ MID SPAN. BRACED W/3 NO.10 S.M.S
PER DIAG.
(800S162-43)18GA. 18 "X8" METAL STUD
CONNECTED TO TRACK @ 48" O.C. W/ (4)1/4X14
SCREWS
8"x8"xl2GA. CLIP ANGLE, FAST. TO DIAG.
W/10 NO. 10 S.M.S & TO TOP OF STL DECK
W/(2)83" A325 GALV. THRU BOLTS
W/ 1" DIA. WASHERS (THRU DECK)
EXISTG DECK TO REMAIN
EXISTG TRUSSES TO REMAIN
EXISTG EXTERIOR/PARAPET
WALL TO REMAIN
nX
1
t
NEW ROOF SPEC: ROOFING MATERIALS TO BE JONH'S MANSVILLE
SPEC 631 OR EQUAL TO BE APPLIED AS PER MANUR'S SPECS.
FLASHING TO BE INSTALLED OVER PARAPETS (NEW ELEVATIONS
WHFN APPI IrARI FIX r1 IRRS FOP NAFrHANIrAI F01IIPMFNT
METAL FRAME AWNING BY SCANCOWERSINC.NET
OR EQUAL APPROVED. ENGINEERED AND INSTALLED
BY AWNING FABRICATOR SUBMIT SHOP DWG'S
FOR ARCHITECTS APPROVAL
w f -
U PIJ
RAISE EXISTING PARAPET
2X8 P.T. FASTENED TO TOP TRACK
W/ DRYWALL SCREWS 2" LONG
@8"O.C.
(600S162-43)) 18GA. 18"X6 BETWEEN
STUDS @ BRACE LOCATION FAST.
TO SIDES OF STUDS W/4X4X14GA.
CLIP ANGLES 6" LONG TOP OF
NEW PARAPET
ELEV. VARIES
NEW 1/2" STUCCO LATH (PAINTED)
(@ BOTH SIDE OF PARAPET)
NEW (19/32" EXTERIOR RATED PLYWD. SHTG.
W/1-1/2" (10X1-7/16") SHEET METAL SCREWS @
6" O.C. PANEL EDGE, AND 4" O.C. @
INTERMEDIATE SUPPORTS (@ BOTH SIDE OF
PARAPET)
ADDITIONAL
(800S162-43) 1 SGA. NEW 1-5/8" X 8" PARAPET
@16" O.C. STUD FAST. TO TRACK W/t
NO. 10 S.M.S (TYP.)
o4 -'ROOF PLAN
SCALE: 1/4"= V-0"
WHITE ALUMINUM FLASHING
CONTROL JOINT (TYP)
I
ALUM. EXTRUDED CAST LETTERS i
WITH RED NEON BEHIND BY OTHERS
3 COAT PORTLAND CEMENT PLASTER
OVER" "CDX" PLYWOOD
SHEATHING BOARD ZA RUSTICA
METAL FRAME AWNING BY SCANCOWERSINC.NET �4
OR EQUAL APPROVED. ENGINEERED AND INSTALLED N
BY AWNING FABRICATOR SUBMIT SHOP DWG'S
FOR ARCHITECTS APPROVAL
NOTE: CONTRACTOR TO SAND & REPAINT ALL
ALUMINUM WINDOWS AND DOORS IN KYNAR PAINT
COLOR BRONZE. SUBMIT COLOR SAMPLES TO ARCHITECT /
FOR APPROVAL. --- - - -- --_--_ --_ -- -- — - - — - - - - __ --
------------- ELECTRICAL SERVICE
-- - - - --- - - - -- ----- - - TO REMAIN
WHITE ALUMINUM FLASHING
(800T200-43)18GA. 15/8" X 8" TRACK
FAST. TO TOP OF CON. W/1/2" DIA. HILTI 3 COAT PORTLAND CEMENT PLASTER
KWIK BOLT II SS @ 32" O.C. OVER Y" "CDX" PLYWOOD
W/11/2" DIA. STL. WASHER EXISTING SHEATHING BOARD
PARAPET EXTENSION DETAIL
SCALE: 1/2"=V-011
WALUPARAPET
CONTROL JOINT (TYP)
METAL FRAME AWNING BY SCANCOWERSINC.NET—
OR EQUAL APPROVED. ENGINEERED AND INSTALLED
BY AWNING FABRICATOR SUBMIT SHOP DWG'S
FOR ARCHITECTS APPROVAL
EAST ELEVATION
SCALE: 1/4"= 1'-0"
WHITE ALUMINUM FLASHING
3 COAT PORTLAND CEMENT
OVERY" "CDX" PLYWOOD
SHEATHING BOARD ---\
O
❑ D
0
METAL DOOR W/ LOCK
EQUIPMENT AND UTILITY LEDGE STONE
SINK BEHIND WALL
WEST ELEVATION
SCALE: 1/4"= V-0"
RAISE EXISTING PARAPET
-K-4
14
rh
EXISTING —
TO REMAIN.
TN
ELEVATION
TO BE
RENOVATED
ti
EXISTING STOREFRONT an
WINDOW TO BE REFINISHED
NEW CONCRETE SILL
LEDGE STONE VENEER
ALL TILE FINISHES TO BE
SELECTED BY OWNER
EXISTING STOREFRONT DOOR
TO BE REFINISHED
EXISTING -
TO REMAIN
ELEVATION
TO BE
RENOVATED
TOP OF NEW PARAPET
ELEV. =17'-8"
OF EXISTING PARAPET
ELEV. =12'-1 1/2"
IM OF EXISTING TRUSS
ELEV. = T-71/2"
FINISH FLOOR
ELEV. = 0'-0"
EXISTING WALK
ELEV. VARIES
ELEV. =17'-8"
ELEV. =12'-1 1/2"
ELEV. = 9'-7112"
V
'✓ v i .FINISk LOOR
ti 'ELEV, = 0'4"
G� a
STING WALK
ELEV. VARIES
1
R,
CITY OLpING DEPT. MIAMI'F SOUTH
BU
13U1LD1NG SECTION
I,APPROVEO HY'
ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF
TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND
DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS
SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION
FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF
TECTONICS ASSOCIATES, INC.
WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE
OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE
RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS
OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE
SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH
FABRICATION.