09-184(3)-046EXISTING WOOD TRUSSES. 4 FELT OVER SOLID SUBSTRATE.
_N ULTRA SEAM STANDING SEAM
30# FELT OVER SOLID SUBSTRATE NEW ULTRA SEAM STANDING SE/ M ROOFING SYSTEM.
METAL ROOFING SYSTEM,
NEW ULTRA SEAM STANDING SEAM
METAL ROOFING SYSTEM.
12
5 1/80 MIN.
_SLOPE STUCCO CORNE BEAD (TY D.) 0 PLY -WOOD ROOF DECKING,
- ROOF DRAIN STRAINER,
SEALANT TO CLOSE
0
4 NEW WOOD RAFTERS
END OF PANEL 4
MULTIPLE -PLY MEMBRANE
STIPPING PLIES, HURRICANE STRAPS AS REQUIRED,
MEMBRANE FIELD PLIES, METAL
4 4
4
FLASHING AND STRIPPING PLIES ALL 4
TAPERED INSULATION. 17 , 4
NEW METAL FACIA AS EXTEND UNDER CLAMPING RING.
DECORATIVE PR: -CAST CO C.
TOP FLASHING ROOF
REQUIRED (BY ROOFING MFG.) SLOPE SLOPE MEMBRANE BANDING.
4 4 A
4
< -.i
Pit
MULTI -PLY BUILT-UP 4
ROOF MEMBRANE
CONTINUOUSE 20GA.
METAL GUTTER
4 SMOOTH STUCCO FINISH.
p.
Q i
4 < MULTI -PLY MEMBRANE
4 41 BASIEfLASHING.,,
NEW 2 X 8 P.T. WOOD BLOCKING. 4 4 '' 4
4' FIBER CANT SET IN
4FULL BED OFWTIC. NEW STRUCTURAL TIE BEAM
4
fill —Ill REFR TO STRUCT. DWG'S.).
SMOOTH STUCCO FINISH. SMOOTH STUCCA) FINISH.
4
NEW 6'CONGRETE SLAB — P.T. WAALERS
REFER TO STRUCT DWG'S). - AS REQUFED.
6
4 STRUCTURAL CC NCRETE
< THERMAL INSULATION. 4� PARAPETREFE NEW 8` C.M.U, WALL (REFER TO
DECK CLAMP. <
4 STRUCT. DWGS,).
4 COVERB0fflD INSULATION.
STRUCT.DWG'SJTO` 41
L 2�
MEN 'I
DETAIL I- OVI) r2 DETAIL DETAIL DETAIL
A-8.0 (SCALE: 3"= 1 (SCALE: 3 1 011) (SCALE: 311 1- Off) r4 it 1-011)
�_o -8.0 (SCALE: 3 1
CUT EXISTING ROOF
HURICANE METAL STRAPS NEW 8' C.M.U. WALL (REFER To
STRUCT. DWGS.). OVERHANG AS READ.
AS REQUIRED.
TOP FLASHING MEMBRANE.
P.T. WOOD NAILER LP-2 OR BETTER MIN. 2X (NO PENTA OR ROOF DRAINS kIN.
30# FELT OVER SOLID FASTENERS APPPROX. ir SMOOTH STUCCO FINISH.
SUBSTRATE. PETROLEUM PRODUCTS ACCEPTABLE}. ANCHOR NAILER TO TOP [203mml D.C.
0 OF PARAPET W/ FASTENERS W/11 DIA. WASHERS (TO COMPLY 4' FIBER CANT SET IN A
12 0 WTTH FM 1-90). FASTENERS SHALL HAVE MIN, W/R OR 350 LBS.. PRE -CAST SCUPPER SET4N BED OF FULL BED OF MASTIC, MEMBRANE FIE LE RES METAL
NEW ULTRA SEAM STANDING 5 GROUT (REFER TO DET. 101A-8.0). FLASHING ANDISRIPPING PLIES ALL
SEAM METAL ROOFING SYSTEM. JXMID UNDER GLAMPING RING.
-----------------------------
22GA. STAINLESS •P.T. WD. NAILER AS
STEEL COPING CAP. REQUIRED. MULTI -PLY MEMB WE
SEALANT TO CLOSE
HIGH -DOMED, CAPPED, GASKETED
STRIPPING PLIES ---------------
END OF PANEL FASTENERS AT (APROX I Ir [457mm)
D.C. DEPENDING UPON WIND ZONE
NEW METAL FACIA AS READ. ------
STUCCO CASING BEAD. AND LOCAL CONDITION. f7 TAPERED INSULfi nON,
(BY ROOFING MFG.).
------------------------------- -------------------
4-
CONT. VENT 4
CONTINUOUS 2DGA_ : : . %, TOP FLASHING MEMBRANE
4
METAL GUTTER. 4< 4
44 4
4,'l
4
4 4
4
SELANT AS REQUIRED. 3. 4 4 4 NEW 2 X 8 P.T. WD. BLOCKING. 4
NEW STRUCT. CONCRETE BEAN 4
M' OVERHANG 4
4 4
4 (REFER TO STRUCT. DWGS.). A
® NEW STRUCTURAL TIE BEAM
4
4
4� SMOOTH STUCCO FINISH. 4 4
REFR TO STRUCT. DWG!S.} 4
4 < I I <
44 4 rI 4
4
4 4 4
4
o
4p
NEW STRUCTURAL CONCRETE BEAM -.4 4 4
- I A 4
(REFER TO STRUCT. DWG!S.). SMOOTH STUCCO FINISH. 41
tI
NEW
6' CONCRETE SLAB REFER
STUCCO CORNER BEAD. TO STRUCT. DWGS).
NEW 8' C.M.U. WALL (REFER TO
STRUCT. DWGS.
4
4 DECK CLAMP,
NEW HURRICANE IMPACT RESISTANT 4
ALUMINUM WINDOW FRAME AND GLAZING. 0
7 4 ---
f4 rr cvIcInkit'l C)fNnc 4 4
DETAIL DETAIL DETAIL
A-8.0 (SCALE- 1-1/2" it- 0") A-8.0 (SCALE: 311 1- 011) 7
A-8.0 (SCALE: 3" 1'- 0")
EXISTING WOOD TRUSSES.
NEW 8' C.M.U. WALL (REFER TO
STRUCT. DWG'S.).
NEW 8' C.M.U. WALL (REFER TO
30# FELT OVER SOLID SUBSTRATE
STRUCT. DWG!S.).
TOP FLASHING MEMBRANE.
PLY -WOOD ROOF DECKING. SMOOTH STUCCO FINISH.
4' FIBER CANT SET IN A
PRE -CAST SCUPPER SET-IN BED OF FULL BED OF MASTIC,
NEW ULTRA SEAM STANDING SEAM GROUT (REFER TO DET. 101A-8.0).
2' STUCCO REVEAL (W REMOVABIJ COVER).
METAL ROOFING SYSTEM. n
NAJLER AS
NEW ULTRAI STANDING SEAM REQUIRED.
4ETAL1100FING SYSTEM.
4' MIN.
RETURN MULTI -PLY BASE
COVERBOARD INSULATION. FLASHING AND SET IN OVERLAP
MAS71CINSIDE SCUPPER,
— --------- C14
THERMAL INSULATION.
------------
4 < 4
4 4 4
-4
4 4
> < !!!7r
> .4
NEW STRUCT. CONCRETE BEAN
Z
(REFER TO STRUCT. DWG!S.Y 4
1 4
17
A < 4 4
4 4 4
NEW 6" CONCRETE SLAB 4
Is 4
(REFER TO STRUCT. DWG
4 4 A 4
SMOOTH sTUCCo FINISH.
A.
4 <4
4 <4 4
< 4,
4
4
FELT
N U M AL
CIME
F..........................
NOT USED
DETAIL 9 ( 10 DETAIL DETAIL
A-8.0 A-8.0 (SCALE: . -.)" - 'I 1 011) -8.0 (SCALE: 311 11 011) (SCALE: 311 1 1- Off)
"HeJery Inton-maonal hic.
811 Ponce De Leon Blvd.
-Cora! Cables, F!-- 331'm -
EL: (30C) 441-1556
-FAX. (305j44.1%2374 W
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http://www.s-garchitects.com
AA 0002293
EB 0005176
6z
Project Number I
En
0723701 fzA
0
Consultants,
13
ISM. PIREZ
STRUCTURAL ENGINEERS
7315 S.W. 87th AV
MIAMI, FL 33173
TEL.- 305-412-2200
Consultants
DESIGN ONE
CONSULTING ENGINEERS
809 S.W. 8 STREET, No. 200
MIAMI, FL 33130
TEL: 305-860-0384
as
OFFICE TENANT
IMPROVEMENT FOR
DR. ILEANA R.
PEREZ - QUINTAIROS
6310 SUNSET DRIVE 14
MIAMI, FLORIDA 33143 iE
Revisions Date Oo
4.
ixgs
CL
Se <: -
.� **®..* ** .w Q
z
ROBERTO
50UEIRA
REGISTRATION NO. AR-0009035
PLAN NORTH
9
6
0
IiE
z
0
5
:3
W
R
Checked By:
E.G.
Drawn By:
A.A.
Issue:
03-04-09
Date:
01-12-09 R 0
W
?-C
Sheet Index: l0-
DETAILS
ke. �-o
Sheet NunI