09-97-020rl
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CONTINUOUS TAPERED SHIM
SHEET METAL PARAPET CAP
CONTINUOUS MEMBRANE LINER
HIGH DOMED, CAPPED & GASKETED
FASTENERS @ 18" o.c. DEPENDING
ri ON WIND ZONE AND LOCAL CONDITIONS
-- --- CONTINUOUS CLEAT
/--SHEET METAL FLASHING
(800T200-43)18GA. 1 e"X8" 16" O.C.
USE (2) NO.10 S.M.S AT EACiTSIDE TO
CONNECT TO VERTICAL STUDS AT TOP.
CONT. BUILTUP HEADER (120OS200-54)
16GA. FAST. 2X12 HEADER TO VERT.
STUDS W/2 NO. 10 S.M.S PER STUD
(1 l 2- TRACK ATTACH ED
TO 20OHORT. HE DER WXNO. 10 SMS @ 2 O.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. 18 "X8" CONT.BRACE
@ MID SPAN. BRACED W/3 NO.10 S.M.S
PER DIAG.
800Sl62-43) 18GA. 1e"X8" METAL STUD
CONNEC�ED 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)a" A325 GALV. THRU BOLTS
W/ 1" DIA. WASHERS (THRU DECK)
EXISTG DECK TO REMAIN
EXIST'G TRUSSES TO REMAIN
EXISTG EXTERIOR/PARAPET
WALL TO REMAIN
0
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
ALL MATERIALS REQUIRED. VERIFY EXISTING CONDITION &
CHECK W/ ARCHITECT FOR ANY STRUCT. CONSIDERATION.
L
EXISTING GUTTERS
TO BE REPLACED
RAISE EXISTING PARAPET
METAL FRAME AWNING BY SCANCOWERSINCAET
OR EQUAL APPROVED. ENGINEERED AND INSTALLED
NEW ROOF SPEC: ROOFING MATERIALS TO BE JONH'S MANSVILLE BY AWNING FABRICATOR SUBMIT SHOP DWG'S
SPEC 631 OR EQUAL TO BE APPLIED AS PER MANUR'S SPECS. FOR ARCHITECTS APPROVAL
FLASHING TO BE INSTALLED OVER PARAPETS (NEW ELEVATIONS w 1-
2X8 P.T. FASTENED TO TOP TRACK
W/ DRYWALL SCREWS 2" LONG
@ 8" O.C.
(60OS162-43))18GA. 185. 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)
ADDITION/
WHITE ALUMINUM FLASHING
CONTROL JOINT (TYP)
ALUM. EXTRUDED CAST LETTERS
WITH RED NEON BEHIND BY OTHERS
3 COAT PORTLAND CEMENT PLASTER
OVER Yz" "CDX" PLYWOOD
SHEATHING BOARD
METAL FRAME AWNING BY SCANCOWERSINCAET
OR EQUAL APPROVED. ENGINEERED AND INSTALLED
BY AWNING FABRICATOR SUBMIT SHOP DWG'S E
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.
ROOF PLAN
SCALE: 1/4"= l'-0"
7'-0"
i
�- ZA RUSTICA
'/ CV
i
ELECTRICAL SERVICE
- TO REMAIN
-- -------------------------- - --- - - --------- -- - - ------------
------- - ------
(80OS162-43)18GA. NEW 1-5/8" X 8" PARAPET WHITE ALUMINUM FLASHING
@16" O.C. STUD FAST. TO TRACK W/4 3 COAT PORTLAND CEMENT PLASTER
NO. 10 S.M.S (TYP.)
OVER Yz" "CDX" PLYWOOD
SHEATHING BOARD
. (800T200-43)18GA. 15/8" X 8" TRACK CONTROL JOINT (TYP)
FAST. TO TOP OF CON. W/1/2" DIA. HILTI
KWIK BOLT II SS @ 32" O.C. EXISTING
W/11/2" DIA. STL. WASHER WALL/PARAPET METAL FRAME AWNING BY SCANCOWERSINC.NET—
OR EQUAL APPROVED. ENGINEERED AND INSTALLED
BY AWNING FABRICATOR SUBMIT SHOP DWG'S
FOR ARCHITECTS APPROVAL
PET EXTENSION DETAIL
SCALE: 1/2"=V-011
RAISE EXISTING PARAPET
EAST ELEVATION
SCALE: 1/4"= 1'-0"
TOP OF NEW PARAPET
ELEV. =17'-8"
in
OP OF EXISTING PARAPET
EXISTING ELEV. =12'-1 112"
TO REMAIN zo
N
BOTTOM OF EXISTING TRUSS
°Q ELEV. = 9'-7112'
ELEVATION
TO BE
RENOVATED
s
ti
1
EXISTING STOREFRONT
WINDOW TO BE REFINISHED
NEW CONCRETE SILL
LEDGE STONE VENEER
ALL TILE FINISHES TO BE
SELECTED BY OWNER FINISH FLOOR
ELEV. = 0'-0"
EXISTING STOREFRONT DOOR
TO BE REFINISHED EXISTING WALK
ELEV. VARIES
WHITE ALUMINUM FLASHING
3 COAT PORTLAND CEMENT PLASTER
OVERYz" "CDX" PLYWOOD
SHEATHING BOARD —\ TOP OF NEW PARAPET
ELEV.=17'-8"
EXISTING ELEV. =12'-1 1/2"
TO REMAIN
B TTOM OF EXISTING TRUSS
ELEV. = 9'-71/2"
N op
ELEVATION
TO BE
RENOVATED
_
METAL DOOR W/ LOCK
LEDGE STONE
WEST ELEVATION
SCALE: 1/4"= 1'-0"
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.