01-0274-001 METAL FLASHING (MECH. ATTACHED 2 PLY BUILT UP ROOF HOT MOPPED ON 30# FELT (GAF
TO EXTG. STRUCTURE). OVERLAP 4" MIN. ROOFING SYSTEM, PRODUCT CONTROL APPROVAL - __ -
ON HORIZONTAL PLANE OF ROOF.(SEAL No.: 00-0331.08, MAX. DESIGN PRESSURE: -75 psfl ON %2
BETWEEN FLASHING AND EXTG. EXTERIOR GRADE PLYWOOD ON 1x8 TONGUE AND GROOVE _ ___ 1/2"w X 1/2"d C.J.
STRUCTURE) SHEATHING (NAIL SHEATHING WITH 8d NAILS @ 6" O.C.
AT PANEL EDGES AND AT INTERMIDIATE SUPPORTS). G.C.
TO FOLLOW INSTALLATION REQUIREMENTS FROM SFBC, SEC. 4" CONCRETE SLAB.
DEMOLISH EXISTING OVERHANG
3402.4, "BUILT UP ROOFING COMPONENTS AND ROOFING RE: FOUNDATION PLAN.
ABOVE STAIRS. FINISH CONDITION ASSEMBLIES". 6 MIL. VAPOR BARRIER
TO MATCH EXT. HOUSE OVERHANG. ,
; .
4x6 RAFTERS. RE: FRAMING 6x6 WWF
PLAN
1x TERMINATION PIECE. COMPACTED SOIL (4" MIN.) r "
RT-16 HUGHES RAFTER (AS REQUIRED).
1 TYP. UNDER NEW SLAB.
TIES". MAX UPLIFT: 1188 LBS. `r
TYPICAL. (OR USE "SEMCO
RTPGA88T -1"x14 a.
4"h P.T.CANT ATTACHED
/ 9 )
---_ ---------------------
TO T&G SHTG. (BUILT -UP --- -- - -- - - -- - - — - --- - - _ _ _
------------- ---------
ROOF ENDS AT TOP OF ; ' ----"- : -----------=---- --------- 4x4x26 GA. GALVAN>1ZED a
CANT). I METAL DRIP EDGE 0
4" O.C. ON 1x2 P.T.
3x8 HEADER SECURED TO 1 I I BLOCKING
EXISTING TIE BEAM WITH 1/2d O Eff T
LAG BOLTS @ 4' O.C. MAX. ° > SIMPSON STRONG TIE
L 1 No. CC46. TYP. AT °
° w EA. COLUMN/BEAM 2x8 FACIA (AT THREE SIDES 4
SIMPSON STRONG TIE ""
No. H 4 . TYP w CONNECTION. ° OF NEW SHED ROOF). 1'-0"
U 6 P @ EA. � ALLOWABLE LOADS,
BEAM j U
UPLIFT: 2330 LBS., DOWN: G B W/
24060 LBS.
F- 1 #5 RE. BAR
0 �-
0
f I z
2. GRADE BEAM SECTION
w w SCALE = 1" = 1'-0"
o >
Q m
o
N `-
ti co
@
z _Z
t p O
w w
z C7 NEW CONCRETE SLAB.
R Z RE: FOUNDATION PLAN.
w ¢ (HIGH POINT OF NEW SLAB
1 EXISTING BUILDING °0 m EXISTING STAIRS TO MATCH ELEVATION OF 6x6 WOOD
I p
w z EXISTING 2nd STAIR.) POST. TYPICAL.
= w
(? 6 MIL. VAPOR BARRIER
= SIMPSON STRONG TIE
%2" ELASTOMERIC WWF 6x6xW2.9xW2.9 No. PBS66. TYPICAL AT
JOINT. TYP ALONG EACH POST. ALLOWABLE
° ° ° COMPACTED SOIL. TYP. LOADS: UPLIFT: 2630 LBS.,
EXISTING STAIR
UNDER NEW SLAB. DOWN: 9335 LBS. (OR USE
0
"SEMCO CMP66" W/ 16d
o NAILS).
d
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°
° nd Q
Ll
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$ d° Q r 4 . 0 .
EN° A °
d °d ° - °
d? d M
d. A
TTI
ME
%2" E.J. 1'-0" V-811
1 .
oe-
PORCH SECTION
SCALE = 1" = 1'-0"
G.B. W/ G.B. W/
1 #5 RE. BAR 2 #5 RE. BARS
i
GENERAL NOTES: STRUCTURAL NOTES:
1. GENERAL CONTRACTOR(GC)SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,ANGLES AND ALL OTHER 9. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCE TO WETHER STRUCTURE 1. REINFORCEMENT:ALL REINFORCEMENT STEEL TO BE ASTM 615 GRADE 60.
EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. GC TO VERIFY AND APPROVE ALL CAN BE BUILT ON SITE. 1
INFORMATION ON DRAWINGS.ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL.GC TO NOTIFY 2. WOOD:ALL LUMBER SHALL HAVE A MINIMUM FIBER BENDING STRENGTH OF 1000 p.s.i.ALL LUMBER IN
ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES. 10. OWNER AND GC SHALL NOTIFY ARCHITECT DATE AND TIME WHEN PROJECT WILL COMMENCE. CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED AND HAVE A MINIMUM BENDING STRENGTH OF REV. No.: DATE:
2. NEW BUILT-UP ROOF TO BE INSTALLED FOLLOWING THE GUIDELINES DICTATED IN CHAPTER 34(ROOF 11. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE AND AGREEMENT WITH THE FOLLOWING 1200 p.s.i.
COVERING AND APPLICATION)OF THE SOUTH FLORIDA BUILDING CODE (1997 EDITION). STATEMENT: NO PARTY SHALL INITIATE ANY KIND OF LITIGATION AGAINST JOSE"PEPE"OEAS,AIA ARCHITECT. 3. STEEL:ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C. MINIMUM 1 MAY 14, 2001
COVER ON NON-PRESTRESSED STEEL, CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH @ 3';
3. IF ADJACENT EXISTING CONSTRUCTION IS DAMAGED WHILE NEW CONSTRUCTION IS IN PROGRESS, EXPOSED TO EARTH OR WEATHER,#5 BARS OR SMALLER @ 1"TO 1 %2';#6 BAR OR LARGER @ 2"; NOT
GC IS RESPONSIBLE FOR REPAIRING IT TO ITS ORIGINAL CONDITION. EXPOSED TO WEATHER OR GROUND CONTACT(SLABS,WALLS OR JOISTS),#11 BARS OR SMALLER @
4. ALL SITE PLAN INFORMATION HAS BEEN OBTAINED FROM A SURVEY PLAN BY E. BELTRAN AND
NOT EXPOSED TO WEATHER OR GROUND CONTACT(BEAMS, GIRDERS OR COLUMNS)@ 1
ASSOCIATES, INC., DATED 10-20-99. (SURVEY PLAN IS AVAILABLE FROM OWNER UPON REQUEST). 4. MINIMUM HORIZONTAL CLEAR DISTANCE BETWEEN BARS IN A LAYER; BEAMS AND WALLS: MAX.OF JOSE "PEPE" OLEAS, AIA ARCHITECT
ONE BAR DIAMETER OR 1". `,_.�`
5. GC SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING ar # 0016814 r' ` ••'•s"�' _••.• .y'.,
REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING SOIL NOTES: 5. MINIMUM VERTICAL CLEAR DISTANCE BETWEEN BARS IN A LAYER; BEAMS: 1" �, � � _�, .• J
CONSTRUCTION.
ph: 305-668-2392 ;. • ct� �,n� scr�%,.
6. MAXIMUM RE. BAR SPACING(CLEAR DISTANCE WALLS AND SLABS): MINIMUM OF THREE TIMES THE WALL OR
OF
6. GC SHALL OBTAIN FROM ALL SUB-CONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL 1. SOIL AT THIS SITE IS SAND AND ROCK ADEQUATE TO SUPPORT A DESIGN LOAD OF 2000 PSF.AFTER SLAB THICKNESS OR 18". MINIMUM SPLICE TENSION LAP LENGHT IS 12".SPLICES FOR TIE BEAM REINFORCEMENT ; :.. •:r ° ` 1" to
OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. GC SHALL BE RESPONSIBLE FOR LOCATION AND EXCAVATION,A SIGNED AND SEALED LETTER WILL BE SUBMITTED BY THE ARCHITECT OR THE ENGINEER SHALL BE A MINIMUM OF 36 BAR DIAMETERS OR 18",WHICHEVER IS GREATER. SPLICES FOR COLUMN PORCH ADDITION
j
DETAILS. ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO REINFORCEMENT SHALL BE 48 BAR DIAMETERS.
THOSE UPON WHICH THE DESIGN IS BASED. �� �•••�0P
7. ALL CONCRETE FOR FOUNDATION AND SLAB ON GRADE SHALL REACH 2500 p.s.i.COMPRESSIVE MEYER MARZOUKA RESIDENCE �-
_..
STRENGTH AT 28 DAYS.ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL 7. MASONRY:ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM PRISM STRENGTH OF fm EQUAL TO 1500 .( G Y�• _
p.s.i.AND SHALL COMPLY WITH CHAPTER 27 OF THE S.F.B.C.AND WITH ASTM C-270. GROUT FOR FILLING CELLS 7040 S.W. 63rd Court SEAL s .'
REACH 3000 p.s.i. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE.
N
SHALL CONFORM TO ASTM C-476 WITH A SLUMP OF 9"+/- 1"- SHEET
8. GC AND OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE AND FINISH FLOOR
Miami, Florida 33143
A-2 ELEVATIONS WITH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD t
ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY.
j OF �}
II
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