01-0274-004 I
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 pso 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. 1 - 4" CONCRETE SLAB.
TO FOLLOW INSTALLATION REQUIREMENTS FROM SFBC, SEC. ---- --
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. 6x6 WWF
4x6 RAFTERS. RE: FRAMING
PLAN
1x TERMINATION PIECE.
COMPACTED SOIL (4„ MIN.)
SIMPS (AS REQUIRED). TYP. UNDER NEW SLAB.
I
ON STRONGTIE HTS 16 (14 ga.).
/ ALLOWABLE UPLIFT: 1005 Ibs.
° ° TYP. AT ALL BEAM/JOIST CONNECTIONS.
4"h P.T.CANT ATTACHED d-
TOT&G SHTG. (BUILT -UP - ----=-- ------------------------------------------------------------------------------------------------ ------------------------------------------------- ---------------- --------- 4x4x26 GAG GALVANIZED
-
ROOF ENDS AT TOP OF o
CANT). I METAL DRIP EDGE NAILED
4" O.C. ON 1x2 P.T. WOOD
3x8 HEADER SECURED TO 1 I I .-. BLOCKING
EXISTING TIE BEAM WITH 1/2d O
LAG BOLTS @ 4' O.C. MAX. ° > SIMPSON STRONG TIE
LE 1 No. CC46. TYP. AT
° W LL EA. COLUMN/BEAM ° 2x8 FACIA (AT THREE SIDES
SIMPSON STRONG TIE w CONNECTION. OF NEW SHED ROOF). 1'-0”
No. HU46. TYP @ EA. I I ALLOWABLE LOADS:
BEAM j U UPLIFT: 2330 LBS., DOWN: G.B. W/
24060 LBS. 1 #5 RE. BAR.
co ~
i 0 cn
z
co P 2. GRADE BEAM SECTION
w w SCALE = 1" = V-0"
w
> >
--1 _
Q m = -
_
CD
N - I
r
~ ~
z z
z NEW CONCRETE SLAB.
Z
IY RE. FOUNDATION PLAN.
_ W Q (HIGH POINT OF NEW SLAB _
EXISTING BUILDING v 0° m EXISTING STAIRS TO MATCH ELEVATION OF 6x6 WOOD
z Z EXISTING 2nd STAIR.) POST. TYPICAL.
= w
(D 6 MIL. VAPOR BARRIER
_ SIMPSON STRONG TIE
— —J -7777'77-7 %2" ELASTOMERIC WWF 6x6xW2.SxW2.9 No. PBS66. TYPICAL AT
d` ° JOINT. TYP ALONG EACH POST. ALLOWABLE
° EXISTING STAIR COMPACTED SOIL. TYP. LOADS: UPLIFT: 2630 LBS.,
d < a
UNDER NEW SLAB. DOWN: 9335 LBS. (OR USE
° "SEMCO CMP66" W/ 16d
a ° o NAILS).
d
° Q Q
S ° a �
Q
°
-E
oa o a_ o 4
d' d
%2' E.J. 1'-0" 1'-8"
1 . PORCH SECTION
G.B. W/ G.B. W/
SCALE = 1" = 1'-0" 1 #5 RE. BAR 2 #5 RE. BARS
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:
1200 p.s.i.
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
COVERING AND APPLICATION)OF THE SOUTH FLORIDA BUILDING CODE(1997 EDITION). STATEMENT: NO PARTY SHALL INITIATE ANY KIND OF LITIGATION AGAINST JOSE"PEPE"OAS,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
NOT EXPOSED TO WEATHER OR GROUND CONTACT(BEAMS, GIRDERS OR COLUMNS)@ 1 %". DEC 24, 2001
4. ALL SITE PLAN INFORMATION HAS BEEN OBTAINED FROM A SURVEY PLAN BY E. BELTRAN AND
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 ```"•�• „€;�,���1� \'
ONE BAR DIAMETER OR 1".
5. GC SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING ar# 0016814 ~��;•' �. '�'•'f ��-, �,,
REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING SOIL NOTES:
CONSTRUCTION. 5. MINIMUM VERTICAL CLEAR DISTANCE BETWEEN BARS IN A LAYER; BEAMS: 1 .
ph: 305-668-2392
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 6. MAXIMUM RE. BAR SPACING (CLEAR DISTANCE WALLS AND SLABS): MINIMUM OF THREE TIMES THE WALL OR
r
SLAB O
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 B A MINIMUM OF 616 RU I DIAMETERS OR 18"WHICHEVER IS GREATER. SPLICES FOR COLUMN REINFORCEMENT
I " } /I ;•���y
DETAILS. ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THAT THE FOUNDATION CONDITIONS ARE SIMILAR TO REINFORCEMENT SHALL BE 48 BAR DIAMETERS. PORCH ADDITION �yl *jl "� I•.�,e` .'
l THOSE UPON WHICH THE DESIGN IS BASED. `��. ••.,o ��• . g
7. ALL CONCRETE FOR FOUNDATION AND SLAB ON GRADE SHALL REACH 2500 p.s.i.COMPRESSIVE
� MEYER MARZOUKA RESIDENCE 7. MASONRY:ALL CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM PRISM STRENGTH OF fm EQUAL TO 1500 ,�' � S' �•C 'C',�Gr '_
STRENGTH AT 28 DAYS.ALL COLUMNS,GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL
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 .., •�� ,���,,
REACH 3000 p.s.i. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS UNLESS NOTED OTHERWISE. SHEET
SHALL CONFORM TO ASTM C-476 WITH A SLUMP OF 9"+/-1". r<
8. GC AND OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED GRADE AND FINISH FLOOR Miami, Florida 33143
ELEVATIONS WITH RESPECT TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD A-2
ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY.
OF
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