04-52-0160
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CONCRETE I DOWN SPOUT W/ I
EMEWSENCY PRE CAST
OVERFLOW CONC. SPLASH
SCUPPER(TYPJ BLOCK I
11' -9" 25' -6" 11-111 11-91 21_611 9._0.. 2'4'1' -0" ELEV. 25'-foll
_ �1 _ ���• I •�� ••�'•�i I II II I p 1 = TOP of EYEBROW
N ! i
DOWN SPOUT W/ L
�n I • �••� � - I I LI = = dI = _ _ II �_ I I _ _ I I _ _ RI - = Q I _= _ iIiI _ = _
I I I !
PRE- ENGNERE
D
t ��l
WO TRUSSES PRE CAST ELEV. 25' -9"
CONC. SPLASH TOP OF ROOFLPJ ! j I
BLOCK 3 A _ _
�,! I I I I
A -WTYP. Ise__- _.},�_ =v �
_ i I _ ELEV. + 30' -6"
C4 z E a 1' -8" X 1' -e" I I I I
n AiA 1 WALL MOUNTED Fl = _ _ _ _ A TOP OF WALL
CONCRETE ri 1294 SF HOR 'L S.S. ACCESS PAN£ I� 4: IZ TYR I I N
EMERGENCY y �+ 510 /2 = 255 8F VERT. qn _ _ _
OVERFLOW TOTAL - 154S SF _ _ _ _ _ _ = I ELEV. + 28' -6"
SCUPPER (TYPJ
S I I I I TOP OF WALL
` 1,4 " FT. min
I I I I
DOWN SPOUT W/ �� TOP OF ROOF(HP) I I = u ii I o _i I ! ELEV. + 25' -6"
B C — ELEV. +26 -4 f- _____T = = = -=
CONC. SPLASH TOP of ROOF(NP) I 1 II it I 1 I II I Top OF EYEBROW
I �
BLOCK I II II I I I I
ELEV. + 28' -6" _ ELEV. + 28' -6" L -11- - _ -H- J
TOP OF PARAPET r TOP OF PARAPET " e cj ql I q "
ELEV. + 25'- 6 "(LP)
TOP OF ROOF � ON
CONCRETE SL 0 EMI=RGENCY v 1�a" FT. mtn 12,_0„
r OVERFLOW £LEY. + 32' -6" ELEV. + 23' -8"
5 .'UPPER (TYPJ toP of PARAPET BOTTOM OF £Y£BROw
e Q
ELEV. + 28' -6" -I ELEV. + 28' -6"
in TOP of PARAPET `r AREA 2 TOP OF PARAPET VP
ca 45' -8"
1031 SF NOR v
534 /2 = 261 8F VERT. ;h `^
TOTAL = 104 SF
C
Ev + 26' -4"
TOP OF ROOF(HP)
y SL ON B
B 'Q" FT. min. AREA 3 1' -8" X 1' -8" '
- 1526 BF NOR FLUBW MOUNTED CRICKET
561 /2 - 281 SF VERT. PRE - ENGINEERED
CONCRETE TOTAL - 1,801 SF S.S. ACCESS PANEL WOOD TRUSSES
EMERGENCY 10 -8 24 O.G.
OVERFLOW o E �-
E
SCUPPER (TYR) F-
dk ELEV. + 30' -6"
n I hI I � - _ _ ��tIIIr I ! I ! I IIIIII I I ! I !!Ip III I ! I IIIIII I I I I IIIIII I I I I I p_IIIIII I I I I @ p I 1 1 q 1 p I 1 IlI i III I �pp p II
_ TOP OF WALL
ELEV. + 25
9" 0 TOP of EYEB
" R
OW III III I
DOWN SPOUT W/ ELEV. 25' - 3
PRE CAST TOP OF ROOF -gZ
• �,• I II II II II Hz �II p I II II p I '� �4 ��
�• •� f = it ll II !! IQ II p !I 11 _ _ ELEV. + 28 -6
CONC. SPLASH II 11 ,.11 1 11 II II 1 TOP OF WALL
/� • k= =�I II II II II II 1 p II II p = —
BLOCK
131-611 1 3.31-111 - - �-
•, .• HJ - L t 17+ 1 - I - I "ri 1' -0"
GOWN SPOUT U11 2' -1" N SPOUT 1' -8 6Qt
PRE casT PRE CAST CONCRETE PRE �T
CONC. SPLASH EMERGENCY C.SPLASH
BLOCK OVERFLOW CK 25' -4"
SCUPPER lT1rPJ
A
MIAMI DARE PRODUCT CONTROL APPROVAL
ROOF TILES MPR 13Y ' MONIER" OR
RAINFALL RATE= 5" PER HOUR APPROVAL EQUAL REF: SIGNATURE SERIES
MISSION "S" STYLE: PINTO, COLOR
BUTTERCUP BLEND NAILED ON S& HOT TAR
MOPPED SLATE ON 300 TM CAPPED FELT
ROOF FLAN GRADE ROOFI NAILS AT 12" OC, ON 5/8 EXT
GRADE CDX (32/16) PLYWOOD NAILED W /8d
NORTH COMMON MAILS AT 6" OC AT PANEL EDGES,
SCALE : 1 /8" = �' -0" ® 6" OC AT INTERMEDIATE SUPPORTS AND 4"
OC ALONG SIDE PANELS
ROOF D A I NAGS CAL CUL ATOMS
DESCRIPTION
AREA 1
AREA 2
AREA 3
HORIZONTAL PROJECTED ROOF AREA
1294 OF NOR.
1031 OF HOR.
1526 SF NOR
VERTICAL PROJECTED ROOF AREA
510 /2 = 255 8F VERT.
534 /2 = 261 BF VERT.
561 /2 = 281 8F VERT.
TOTAL ( HOP. + VERT.)
TOTAL - 1,549 OF
TOTAL - 1,304 SF
TOTAL - 1001 SF
VERTICAL COND. OR LEADER(DOWNSPOUT)
DIAMETER REQUIRED (PER MC- PLUMB. 11062)
(2) 3" DIA. = 3,520 S.F.
(2) 3" DIA. = 3,520 S.F.
(2) 3" DIA. = 3,520 Sr-.
VERTICAL COND. OR LEADER(DOWNSPOUT)
DIAMETER PROVIDED
(2) 4" DIA. = 1,360 S.F.
(2) 4" DIA. = 1,360 S.F.
(2) 4" DIA. = 1 ,360 SF
EMERGENCY OVERFLOW SCUPPER
REQUIRED (PER F5C- PLUMB. 11063)
50 SQ. IN.
50 so. IN.
50 SQ. IN.
EMERGENCY OVEIRFLOW PROVIDED
(2) 48 = 96 50. IN.
(3) 48 = 144 SQ. IN.
(2) 48 = 96 SQ. IN.
REMARKS
NOTE: RAINFALL RATE = 5" PER HOUR
GENERAL ROOFING NOTES
1. ROOFING PLAN IS GENERAL IN NATURE AND INDICTATES
APPROXIMATE CONDITIONS AT THE PROJECT SITE. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
SURVEY M REGARD TO QUANTITY, DIMENSIONS. ELEVATIONS,
ROOF SLOPES CONDITIONS AND CONFORMANCE TO CODE.
2. CONTRACTOR SHALL CAREFULLY EXECUTE ALL WORK TO
CARRY OUT ALL WORK REQUIRED TO MEET THE INTENT OF
THE DRAWINGS.
3. ALL ROOF MOUNTED EQUIPMENT, CURBS. WOODWORK AND
SHEET METAL WORK SHALL BE FASTENED SAFELY TO
RESIST A MIN" 146 MPH WIND VELOCITY AS SPECIFIED IN
F.B.G. (2001 EDITION) UNLESS OTHERWISE NOTED.
4. CONTRACTOR SHALL PERFO` I A ROOF SLOPE SURVEY
TO VERIFY SLOPE CONDITIONS OF THE PROJECT PRIOR TO
COMMENCEMENT OF ROOFNG WORK AN ADDITIONAL
SURVEY SHALL BE CONDUCTED AFTER COMPLETION OF
ROOFING WORK FOR CONFORMANCE TOTHE REQUIREMENT OF
THE CONTRACT DOCUMENTS.
5. CONTRACTOR SHALL COORDINATE WITH MECH. ELEG. AND
PLUMBING AS REQUIRED.
6. MAINTAIN A MIN. OF 10' -0" CL. FROM ANY EXHAUST TO
ANY FRESH AIR INTAKE.
1. SHEET METAL FLASHING, ROOFING ACCESSORIES AND
DRAINAGE COMPONENTS t0 BE SHOP FABRICATED 22 GA.
COMMERCIAL GRADE PAINTED SHEET METAL.
8. MINIMUM INSULATION "R" VALUE , COMPLY WITH FBC IF
HIGHER "R" VALUE IS REQUIRED.
3 FOR ROOF PIPE OR CONDUIT PENETRATIONS USE
URETHANE INSULATED FLEXIBLE OR RIGID CONDUITS
MODELS MEF -20, FEF -IA MF'R BY "THALLER ROOFNG
SPECIALTIES PRODUCTS INC. OR APPROVED EQUAL
INSTALL PER MPR SPECIFICATIONS. DO NOT USE PITCH
POCKETS.
10. ALL ROOFING MATERIAL SYSTEM, INSULATION BOARD
AND INSTALLATIONS SHALL COMPLY WITH FBC AND HAVE
MIAMI DADE PRODUCT CONTROL APPROVAL. SUBMIT SHOP
DWG6. To THE ARCHITECT FOR APPROVAL PRIOR TO
INSTALLATION.
- ,?L -ES 4 •C�,� ,c�
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JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 447 1501
JACHAWANET@aci.com
A R 0 0 1 2 6 1 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
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DATE:
12 -14 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
A -2.4