05-1525(3)-007• i
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ID
4" CYANC. `A AB - ON GRADF-
�n W/ GXG W I . =1 XW IA W.W.f. .
OVI-K t OMI'AI FF) 5011..
I—
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- -- _..._ u10
11 ` EXIST. FOOTING
0
IT
j � EXIST. FOOTING—.—
'
/NL
1 #5 IN BLOCK CFI 1. FII 1 FD WITI I CONCF1- I f
FROM TtIE 13FAM TO FOOTING AT l FAST
5" FMBFDMFNT AT FA( :I 1511)F OF OPINING
FOUNDATION PLAN
SCALE: 114" = 1' -0"
12" 1,0 II;"
G
7 -- -` -- - / -- -- - -T - , / /* ,
/ m
- - - -
/ rROVII)F 111- I )OW[h Ill C. h.5 WAI 15
-AT OK NEAR ((WI-11
is A5 51 I( ")WN ON I PLAN DETAILS.
-A•I- 24" O.C.
-AT DOOR AND WII II )OW 4 DOORS 011 -HING5
/
TIE DOWN DETAIL
SCALE: N.T.S.
.. -- -- C. 13.5 WALL
i
3/4' VERT. CONTROL JOINT
— FILLED CELL W/ TYP. WALL REINF.
BACKER ROD t EA. SIDE OF CONTROL JOINT
RESILIENT CAULKING
EA. FACE
NOTES: I. CONTROL JOINT SHALL DE CONTINUOUS WITHOUT INTERRUPTION
FROM FOUNDATION TO TOP OF WALL.
2. TERMINATE HORIZ. REINF. 2' FROM CONTROL JOINT.
3. MAX. SPACING OF CONTROL JOINTS SHALL BE
3 x WALL HEIGHT OR 50' -0', WHICHEVER IS LESS.
MASONRY CONTROL JOINT DETAIL
SCALE: N.T.S.
ROOF NOTES:
ALL ROOFING ACCESSORIES AND MATERIALS SHALL HAVE DADE COUNTY
PRODUCT CONTROL APPROVAL AND MUST BE INSTALLED IN ACCORDANCE
WITH THE REQUIREMENTS AND DIRECTIVES OF THE NOTICE OF ACCEPTANCE
ISSUED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM.
ROOF SHEATHING SHALL BE A.P.A. RATED, NOT LE55 THAN 5/8" (19/32 ")
EXTERIOR GLUE TYPE PLYWOOD SHEATHING AND SHALL HAVE
MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE. INSTALL SHEATHING
IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. CHAPTER 23. SHEATHING
SHALL BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM USING NO.
I Od GALV. RING SHANK NAIL5 (3 "x0. 135 MIN. SHANK DIA. AND RING OF
0.0 1 2 DIA. OR LARGER) @ G "O.C. (U.O.N.).
BLOCKED T UNBLOCKED PLYWOOD DIAPHRAGM SHALL CONSIST OF 5/8"
STRUCTURAL GRADE I PLYWOOD CONTINUOUS OVER TWO OR MORE
SPANS, FACE GRAIN PERPENDICULAR TO SUPPORTS, FASTENED WITH I Od
GALV. RING SHANK NAILS, 1 %2" MIN. PENETRATION IN 2" MIN. NOMINAL
FRAMING MEMBERS SPACED AT 4" O.C. AT ROOF DIAPHRAGM BOUNDARY
PANELS T AT G" O.C. AT ALL OTHER PLYWOOD PANEL EDGES AND ALONG
INTERMEDIATE FRAMING MEMBERS. 1
JIV.00r- DESI( " CRITERIA
DEAD LOAD: 2G PSF.
LIVE LOAD :30 PSF
((1t �1
PROVIDE STA 9m°
NOOK AT COLUMN
TERMINATION
2' cl.
—NO OFFSET FOR
O5 4 lj6 E3AR5
ADD 4 TIES
Q 3' O.C.
—TIES AS SHOWN ON
COI_UMN DETAILS OR
COLUMN SCHEDULE
1/2' PRENOLDED 112' PREHOLDED
JOINT FILLER JOINT FILLER
_— DOWELS SANE SIZE
4 QUANTITY AS COL.
VERT. REINF.
III III— III - III - III= 1Tllll= = III 1111 -11� 1111— III -III-
cn I/2 TIE SPACING (TYP
U IL
TYP. COL. REINF. DETAIL
SCALE: N.T.S.
A
RODRIGO H. CADAVID P.E,
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST, SUITE #14
MIAMI, FLA 33186
PH: (305) 385 -5220
1 -
FOUNDATION NO -FES
1
I - FLOOR SHALL BE 4" THICK CONCRETE SLAB WITH FIBER MF5H
OVER G MIL VAPOR BARRIER, ON COMPACTED FILL. SEE GENERAL
NOTES ON 5 -3 FOR COMPACTING REQUIREMENTS.
1
2- COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS
DIMEN51ONEO OTHERWISE. ±0' -O ", SEE SURVEY PLOT FOR NGVD.
3- REFERENCE ELEVATION
4 - PROVIDE ISOLATION JOINTS BETWEffj INTERIOR AND EXTERIOR SLABS
ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT.
5- COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH
ARCHITECTURAL DRAWINGS,
G - SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
7- WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED
WITH THE WINDOW /DOOR TYPES AND LOCATIONS NOTED
ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS.
8 - SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
9 - RC INDICATES 1 #5 @ 24" VERTICAL REINFORCING BAR IN CELLS FILLED
W/ GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BEAM
OR TIE BEAMS WITH A ACI STANDARD 90 HOOK. REBAR5 51-IAI_L BE
PLACED AS SHOWN IN THE PLAN5.(Pm = 1500 p50
10 - SPLICES IN REINFORCING BARS SHALL NOT BE LE55 THAN 48 BAR
DIAMETERS 05 = 30 "), AND REINFORCING SHALL BE CONTINUOUS.
I I - RATIONAL ANALY515 WAS PERFORMED TO DETERMINE THE STEEL REINFORCING
FOR THE MONOLITHIC FOUNDATION. DESIGNED WAS BASED ON AN
ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.
12- 1 #5 VERT. IN CONC. FILLED BLOCK CELL @ 24" OPEN AREA
f'm= 1 500 p51
13- 4" THICK CONCRETE SLAB VERIFY 51ZE LOCATION W/ A/C CONTRACTOR
(
TERMITE PROTECTION: (FBC 1816)
TERMITE PROTECTION SHALL BE PROVIDED AS A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION AFTER ALL EXCAVATION, BACKFILLING AND
COMPACTION IS COMPLETE. A CERTIFICATE OF COMPLIANCE SHALT. BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED P COMPLETE TREATMENT FOR THE
PREVENTION OF THE SUBTERRANEAN TERMITES. TREATMENT 15 IN
ACCORDANCE W/ RULES AND TAWS ESTABLISHED BY THE FLORIDA DEPT. OF
AGRICULTURE AND CONSUMER SERVICES."
1. SOIL STATEMENT:
501L @ THIS 51TE 15 UNDISTURBED ROCK T SAND
ADEQUATE TO SUPPORT THE DE51GN LOAD OF 2000
p5f. A LETTER WILL BE SUBMITTED BY ARCHITECT OR ENG.
AFTER GROUND HAS BEEN BROKEN ATTESTING THAT
51TE HAS BEEN OBSERVED 4• CONDITIONS ARE
SIMILAR TO TH05E UPON WHICH DESIGN IS BASED.
2. SOIL COMPACTION REQUIREMENTS
COMPACT FILL UP TO MINIMUM OF 95% OF PROCTOR
MAXIMUM DRY DENSITY
TO SUBMIT COMPACTION TE5T5 BEFORE STARTING CONST.
WORKS.
CONCRETE FOOTING SCHEDULE
MARK
ELEV. TOP
OF FOOTING
512E
THICK
REINFORCING
REMARKS
CONTINUO 05-
TRANSVERSE—
WF- I G
5EE PLAN
I G" CONT.
2
2 #5
#5 @ 24" O.C.
8
12
SEE PLAN
2 #5
2 #5
24" O.C.
Q pPEMNG5
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22'.- 1
"
--- - - -' -- - -- - -- - - - - -�� - --- - -- - -- - - -- .. to - -- l —J -✓- ---- - - - - --
----- T ---- - - - - -- T —
ID
4" CYANC. `A AB - ON GRADF-
�n W/ GXG W I . =1 XW IA W.W.f. .
OVI-K t OMI'AI FF) 5011..
I—
r- -- -- -- - - - -- -
- -- _..._ u10
11 ` EXIST. FOOTING
0
IT
j � EXIST. FOOTING—.—
'
/NL
1 #5 IN BLOCK CFI 1. FII 1 FD WITI I CONCF1- I f
FROM TtIE 13FAM TO FOOTING AT l FAST
5" FMBFDMFNT AT FA( :I 1511)F OF OPINING
FOUNDATION PLAN
SCALE: 114" = 1' -0"
12" 1,0 II;"
G
7 -- -` -- - / -- -- - -T - , / /* ,
/ m
- - - -
/ rROVII)F 111- I )OW[h Ill C. h.5 WAI 15
-AT OK NEAR ((WI-11
is A5 51 I( ")WN ON I PLAN DETAILS.
-A•I- 24" O.C.
-AT DOOR AND WII II )OW 4 DOORS 011 -HING5
/
TIE DOWN DETAIL
SCALE: N.T.S.
.. -- -- C. 13.5 WALL
i
3/4' VERT. CONTROL JOINT
— FILLED CELL W/ TYP. WALL REINF.
BACKER ROD t EA. SIDE OF CONTROL JOINT
RESILIENT CAULKING
EA. FACE
NOTES: I. CONTROL JOINT SHALL DE CONTINUOUS WITHOUT INTERRUPTION
FROM FOUNDATION TO TOP OF WALL.
2. TERMINATE HORIZ. REINF. 2' FROM CONTROL JOINT.
3. MAX. SPACING OF CONTROL JOINTS SHALL BE
3 x WALL HEIGHT OR 50' -0', WHICHEVER IS LESS.
MASONRY CONTROL JOINT DETAIL
SCALE: N.T.S.
ROOF NOTES:
ALL ROOFING ACCESSORIES AND MATERIALS SHALL HAVE DADE COUNTY
PRODUCT CONTROL APPROVAL AND MUST BE INSTALLED IN ACCORDANCE
WITH THE REQUIREMENTS AND DIRECTIVES OF THE NOTICE OF ACCEPTANCE
ISSUED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM.
ROOF SHEATHING SHALL BE A.P.A. RATED, NOT LE55 THAN 5/8" (19/32 ")
EXTERIOR GLUE TYPE PLYWOOD SHEATHING AND SHALL HAVE
MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE. INSTALL SHEATHING
IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. CHAPTER 23. SHEATHING
SHALL BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM USING NO.
I Od GALV. RING SHANK NAIL5 (3 "x0. 135 MIN. SHANK DIA. AND RING OF
0.0 1 2 DIA. OR LARGER) @ G "O.C. (U.O.N.).
BLOCKED T UNBLOCKED PLYWOOD DIAPHRAGM SHALL CONSIST OF 5/8"
STRUCTURAL GRADE I PLYWOOD CONTINUOUS OVER TWO OR MORE
SPANS, FACE GRAIN PERPENDICULAR TO SUPPORTS, FASTENED WITH I Od
GALV. RING SHANK NAILS, 1 %2" MIN. PENETRATION IN 2" MIN. NOMINAL
FRAMING MEMBERS SPACED AT 4" O.C. AT ROOF DIAPHRAGM BOUNDARY
PANELS T AT G" O.C. AT ALL OTHER PLYWOOD PANEL EDGES AND ALONG
INTERMEDIATE FRAMING MEMBERS. 1
JIV.00r- DESI( " CRITERIA
DEAD LOAD: 2G PSF.
LIVE LOAD :30 PSF
((1t �1
PROVIDE STA 9m°
NOOK AT COLUMN
TERMINATION
2' cl.
—NO OFFSET FOR
O5 4 lj6 E3AR5
ADD 4 TIES
Q 3' O.C.
—TIES AS SHOWN ON
COI_UMN DETAILS OR
COLUMN SCHEDULE
1/2' PRENOLDED 112' PREHOLDED
JOINT FILLER JOINT FILLER
_— DOWELS SANE SIZE
4 QUANTITY AS COL.
VERT. REINF.
III III— III - III - III= 1Tllll= = III 1111 -11� 1111— III -III-
cn I/2 TIE SPACING (TYP
U IL
TYP. COL. REINF. DETAIL
SCALE: N.T.S.
A
RODRIGO H. CADAVID P.E,
CIVIL AND STRUCTURAL ENGINEER
PE # 0039415
13285 S.W. 124 ST, SUITE #14
MIAMI, FLA 33186
PH: (305) 385 -5220
1 -
FOUNDATION NO -FES
1
I - FLOOR SHALL BE 4" THICK CONCRETE SLAB WITH FIBER MF5H
OVER G MIL VAPOR BARRIER, ON COMPACTED FILL. SEE GENERAL
NOTES ON 5 -3 FOR COMPACTING REQUIREMENTS.
1
2- COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS
DIMEN51ONEO OTHERWISE. ±0' -O ", SEE SURVEY PLOT FOR NGVD.
3- REFERENCE ELEVATION
4 - PROVIDE ISOLATION JOINTS BETWEffj INTERIOR AND EXTERIOR SLABS
ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT.
5- COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH
ARCHITECTURAL DRAWINGS,
G - SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING.
7- WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED
WITH THE WINDOW /DOOR TYPES AND LOCATIONS NOTED
ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS.
8 - SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
9 - RC INDICATES 1 #5 @ 24" VERTICAL REINFORCING BAR IN CELLS FILLED
W/ GROUT ENDS OF REBARS SHALL BE HOOKED INTO FOUNDATION, BEAM
OR TIE BEAMS WITH A ACI STANDARD 90 HOOK. REBAR5 51-IAI_L BE
PLACED AS SHOWN IN THE PLAN5.(Pm = 1500 p50
10 - SPLICES IN REINFORCING BARS SHALL NOT BE LE55 THAN 48 BAR
DIAMETERS 05 = 30 "), AND REINFORCING SHALL BE CONTINUOUS.
I I - RATIONAL ANALY515 WAS PERFORMED TO DETERMINE THE STEEL REINFORCING
FOR THE MONOLITHIC FOUNDATION. DESIGNED WAS BASED ON AN
ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF.
12- 1 #5 VERT. IN CONC. FILLED BLOCK CELL @ 24" OPEN AREA
f'm= 1 500 p51
13- 4" THICK CONCRETE SLAB VERIFY 51ZE LOCATION W/ A/C CONTRACTOR
(
TERMITE PROTECTION: (FBC 1816)
TERMITE PROTECTION SHALL BE PROVIDED AS A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION AFTER ALL EXCAVATION, BACKFILLING AND
COMPACTION IS COMPLETE. A CERTIFICATE OF COMPLIANCE SHALT. BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HAS RECEIVED P COMPLETE TREATMENT FOR THE
PREVENTION OF THE SUBTERRANEAN TERMITES. TREATMENT 15 IN
ACCORDANCE W/ RULES AND TAWS ESTABLISHED BY THE FLORIDA DEPT. OF
AGRICULTURE AND CONSUMER SERVICES."
1. SOIL STATEMENT:
501L @ THIS 51TE 15 UNDISTURBED ROCK T SAND
ADEQUATE TO SUPPORT THE DE51GN LOAD OF 2000
p5f. A LETTER WILL BE SUBMITTED BY ARCHITECT OR ENG.
AFTER GROUND HAS BEEN BROKEN ATTESTING THAT
51TE HAS BEEN OBSERVED 4• CONDITIONS ARE
SIMILAR TO TH05E UPON WHICH DESIGN IS BASED.
2. SOIL COMPACTION REQUIREMENTS
COMPACT FILL UP TO MINIMUM OF 95% OF PROCTOR
MAXIMUM DRY DENSITY
TO SUBMIT COMPACTION TE5T5 BEFORE STARTING CONST.
WORKS.
CONCRETE FOOTING SCHEDULE
MARK
ELEV. TOP
OF FOOTING
512E
THICK
REINFORCING
REMARKS
CONTINUO 05-
TRANSVERSE—
WF- I G
5EE PLAN
I G" CONT.
2
2 #5
#5 @ 24" O.C.
8
12
SEE PLAN
2 #5
2 #5
CONCRETE BEAM SCHEDULE
MAM
SIZE
EI -EV. TOP
OF BEAM
REINFORCING
#3 TIES U.O.N.
SPACING O.C.
REMARKS
W
p
BOTT.
I TOP
"S"
"E"
'C"
TB -1
8
12
SEE PLAN
2 #5
2 #5
24" O.C.
Q pPEMNG5
I
CONCRETE COLUMN SCHEDULE
MAR
SIZE
ELEV. TOP
OF BEAM
REINFORCING
TIES
REMARKS
W
D
TC
8
12
5EE PLAN
4 #5
#3 @ 8"
I
(Sual
IQ _ gwt �6L %a►1 r� �rs'n
-- GLO s � --
PROPOSED NEW ADDITION & REVISIONS
FOR: Mr. & Mrs. GONZALES
7861 S.W. 68 th AVE.,MIAMI, FL. 33143
STRUSTURAL PLAN
DRAWN BY: I.G
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