RC-12-1733_Plans PLICE PLATE AT JOINTS CONT ALUM RAILING 42"H TYPICAL
/3"SQ ALUM POSTS 4'OC MAX
CLIP L'S WELD TO AND Y4" SQ PICKETS 4 OC MAX
AILSCREW TO POST _ 11'-10"
4ALUM RAIL'G POSTS THIS
W/2-90 SS SCREWS SIDE--EQUALLY SPACED — — — —LINE OF EAVE ABOVE— — — —
NEW 12x12 TILE GRID ONI
CEMENT MORTAR SETTING — _ �_ _ _ = i V "�
=7 cc
7 BED W/ Y2" MORTAR JOINTS Li FLAT PORTION
— — — — — — — - - ERED WALKk . I I I
LLJ OF ROOF--SEE UJ
PLAN, SECTIONS,
CUT TILE ALONG INNER\"- DETAILS _J
Z
ROWS V)
S(/CTION
LIJ SECTION I f SECTION 0.
3/4"SQ PICKETS 4 7/8" 0 10 3�: 1 z
BATH M M i
OC MAX F T 8 < < 0
CONT COPPER FLASH'G. 110 1 W
AT VALLEY V) <
> I
N M 1W
C;) _J
< J
"SQ POSTS 5'OC MAX 1�0 — 0 10
W< CLOS LLJ I LIJ
01 z z
V) 771L
18Q 1 :3 '(0mg V17
SLOPE P R F 00T1 1 2
I � � i NORTH 0. ILI
z
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' — :3 �z z E ST TERRACE- ON
< 1; I=
ATTACH 3"SQ ALUM POST W/4 C4>5; V) FrAT ROOF ABOVE
"SQ NORTH BAYSHORE DRIVE
2 KI HEN
#14ST STL SCREWS TO 1Y
C
C\OE=RE
r3 cl
0
STEEL TUBE WELDED TO 8"SQ Y4 <
STL PL ANCHORED TO Y4"PLYWD z 117 z SITE AND ROOF PLAN
o III LL_ I 1�7 I rN NTS
W/4ST STL LAG BOLTS Y8"DIAM I Tr 4-H 1 9 sl
LEGAL DESCRIPTION:
ENCLOSE STL TUBE AND PLATE\ \CUT TILE THIS ROW LOT 14, BLOCK 2, OF BAYLURE
IN GALV PITCH POCKETS AS PER PLAT BOOK 44, PAGE 63
PART PLAN of EXISTING PART PLAN of EXISTING RESIDENCE MIAMI-DADS COUNTY, FL DRAWING:
POST SPACING FoI16 No.: 032050270251
ROOF TERRACE UNDER FLAT ROOF AREA SITE PLAN
L — — — — — — — — — — — — — — — - TOE RAIL NTS NTS FLOOR PLAN
AP RAIL 42" ABV FIN DECK ROOF PLAN
ATTACH RAILS TO WALL W/ALUM
L CLIP L'S WELD TO POST SECTION DETAILS
'S 2-3"TAPCONS INTO WALL ATTA CREW TO RAILS
LLJ<
_J
41N.*
�A
.4 A
QUARRY TILE
n n n n
4* 16'-2" 112v-510
A
.4 4 ..d. A"4>
.0:
SEALOFLEX ROOFING POSTS 4'-0 Y2- OC MAX POSTS 4'-`I,�* OC MAXI 0
SYSTEM PICKETS 4%"OC MAX 2 PICKETS 4 OC MAX
A z
rZZZZ
XXNXX
TTACH BACK RAILS TO WALL
�=44=
n�N3. X PLYWOOD W/ALUM L'S 2-3-TAPCONS INTO
4:6�J;>h 414)A X4_41:6441 X:Vi.
X
Y4"
xy 41
SHEATHING ALL 00
"LG HOT—DIPPED GAL >A LU I.N U M RAILIN DETAILS NTS 11
n k--4 CY)
LAG BOLTS 3/8"DIAM AT 21'
OUTSIDE ROOF EDGE POSTS 4'-2313' OC MAX
PICKETS 4%" OC MAX LL bj J
136 W
RAILING ELEVATIONS NTS
DIXIE METAL PRODUCTS, Inc. Aluminum Pickets Railing. NOA no. 11 - 0120. 02 Expiration date 3- 26- 2016
or Miami— Dade Co. approved equal . SEALOFLEX Roofing System . NOA no. 10- 0608. 02 Expiration Date: 10- 13- 15
or Miami— Dade Co. approved W <
Pq
equal .
ALUMINUM ALLOY GRADES: Cap Rail 6063— T5x. 090thk Bottom Rail 6063— T5x. 125thk Quarry Tiles embedded in SEALOFEX Corabase
applied to top SEALOFLEX— CT (2 coats) on fully saturated L Q W 0
Post 6066— T6x. 125thk Picket 6005— T5x. 062thk SEALOFLEX Fabric embedded in SEALOFLEX CT Pink base coat on DENS
DECK layer minimum )/4"thick on
CD
All fasteners shall be stainless steel . Anchor Sheet Miami— Dade Co. approved ASTM D4601 Type 11 sheet attached
w/ 1Y4"ring shank nails and W CD
All welding shall be in accordance with the requirements of the A. W. S.
15
/8 tin caps 6"oc in the lap and 6 "oc in three rows equally spaced in the field of
the sheet.
FLASHING: All cracks, joints, base flashings, penetrations, and junctures, shall be flashed w/SEALOFLEX
U.
0
Fabric and SEALOFLEX CT Pink as per SEALOFLEX published details. For vertical surfaces SEALOFLEX
0
Fabric shall extend min . 6" into horizontal surface.
Y4"SQ PICKETS 4 %*OC 42"+ AFF ATTACH 3'SQ ALUM POST W/4 42"+ AFF (3
MAX NEW QUARRY TILE OR SIMILAR AS
#12ST STL SCREWS TO lY2"SQ EXIST SLEEPERS 24"OC MAX ELECTED BY OWNER ON SEALOFLEX
3"SQ POSTS 5'OC MAX STEEL TUBE WELDED TO 8"SQ Y4" UNCOVER--SCREW TO EACH 2x8 ALUM RAILING: -Y4* SQ PICKETS 4"OC SETTING
BED ON 3/4"PLYWD SHEATHING n
STL PL ANCHORED TO �K"PLYWD RAFTER BENEATH WHERE CROSSING 3"SQ POSTS 5'OC MA
CUT TILE THIS RCW W/4ST STL LAG BOLTS %"DIAM .W/2 #14x4"LG SCREWS ANCHOR STL PLATES ALONG
CONT 12 WIDE COPPER ENCLOSE STL TUBE AND PLATE ROOF OUTER EDGES THRU SEAL:
IN GALV PITCH POCKETS AS PER SHEATHING TO CONT 2x8
FLASH'G AT VALLEY POST SPACING PL 4* EXT GRADE PLYWD ON W/%"DIAM HOT-DIP GALV
SLEEPERS,4
ATTACH TO SLEEPERS
NEW QUARRY TILE AS W/4- LG RING-SHANK NAILS 5-OC IN LAG BOLTS 4"LG-4 EACH PL
PER OWNER'S SELECTION SLOPE PER FOOT FIELD, 4*OC AT EDGES AND CORNERS CONT 2x8 ALONG ROOF EDGES--ATTACH
EXIST GRAVEL ON WP TO EXIST OUTRIGGERS W/14GA STEEL
ON SHEATH'G ON 2x8 TRAP W/4-8d NAILS TO EACH TO 2x8
ROOF RAFTERS AND TO OUTRIGGERS Permit Application 12-1733
ISSUE DATES
PLACE GUTTER UNDER NEW EDGE �_,/��
X 1XI
8-17-12
e A 25'
APPROVED BY DAT,�j 9-28-12 A ir'1-25
.ter'��
S AT EXISIING SLEEPERS-EXTEND D`� Cri t
XRX12"IG BETWEEN SLEE R 10-28-12S tail" NO
POST LOCATIONS AT VALLE EDGE EXTEND SLEEPERS AT ROOF EDGE TO END OF EXIST OUTRIGGERS o o '70NING DEPT
SANDWICHED BETWEEN 2x2's 36"L SADWICHED BETWEEN NEW 2x2S o GDEPT
o BILD i
24* MAX TO END 12.E P__T
is I I
OF OUTRIGGERS SUBJECTTO COMIPLIANCE WITH ALL FEDERAL
EXIST 2xB'S 0 WOC RETAIN EXISTING OUTR G RS
OR REPLACE IF DAMAC. D STATE AND COUNTY RU!_FS AND PF_(',(J[ATE(-NS
----------
EXIST GRAVEL ON WP ON PLYWID EXIST SOFFIT-REPLACE AS) ROVIDE 2x BLOCKING BETWE NEW CONT 2x12"PT FASCIA ate
SHEATH'G ON 2x8 ROOF RAFTERS EXIST WALL AND Tl---B---kM REQUIRED-PAINT FINISH ENDS OF OUTRIGGERS PAINTED-SCREW TO NEW AND
EXIST OUTRIGGERS SHEET*
SECTION DETAILS OF CROSS SECTION SAVE DETAIL SIMILAR A-1
PAVED ROOF TERRACE THRU SLEEPERS OVER WALKW
NTS ATTACH ALL SLEEPERS TO EACH CAD FILE:
EXIST 2x8 RAFTER W/TWO Y4"DIA
SCREWS 4"LONG NOTE: CONTRACTOR TO VERIFY ALL 1515
As per FBC and ASCE- 7- 10 for DIMENSIONS AND ALL EXIST CONDITIONS JOB NO:
175mph Exposure D- - <14'abv Grade AS THEY BECOME ACCESSIBLE TO VIEW 146