05-1525-006I
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22' -1"
7' -5"
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WF -16
F
;i 4" CONC. SLAB - ON GRADE
IU- W/ GXG- W 1.4 XW 1.4 W.W.F.
� — — G/ — •� � OVER COMPATED SOIL
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"-2 � EXIST. FOOTING
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EXIST. FOOTING I I
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1 #5 IN BLOCK CELL FILLED WITH CONCRETE
FROM THE BEAM TO FOOTING AT LEAST
5" EMBEDMENT AT EACH 51DE OF OPENING
FOUNDATION PLAN
SCALE: 1/4" = 1' -0"
1 ') " TO 1 F"
TIE DOWN DETAIL
SCALE: N.T.S.
C. [3.5 WALL
BACKER ROD 4
RESILIENT CAULKING
EA. FACE
3/4' VERT. CONTROL JOINT
II
FILLED CELL W/ TYP. WALL REINF.
EA. SIDE OF CONTROL JOINT
NOTES: I. CONTROL JOINT SHALL 5E 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 5m' -m', WHICHEVER IS LESS.
MASONRY CONTROL JOINT DETAIL
SCALE: N.T.S.
I'!
ROOF NOTES:
ALL ROOFING ACCE550RIE5 AND MATERIAL5 5HALL HAVE DADE COUNTY
PRODUCT CONTROL APPROVAL AND MUST BE IN5TALLED IN ACCORDANCE
WITH THE REQUIREMENT5 AND DIRECTIVES OF THE NOTICE OF ACCEPTANCE
155UED FOR EACH INDIVIDUAL PRODUCT OF THE SYSTEM.
ROOF SHEATHING 5HALL BE A.P.A. RATED, NOT LE55 THAN 5/8" (19/32 ")
EXTERIOR GLUE TYPE PLYWOOD 5HEATHING AND SHALL HAVE
MANUFACTURER'S PRODUCT STAMP CLEARLY VISIBLE. INSTALL SHEATHING
IN ACCORDANCE WITH REQUIREMENTS OF F.B.C. CHAPTER 23. 5HEATHING
5HALL BE NAILED TO ROOF TRUSSES TO FORM A DIAPHRAGM U51NG NO.
I Od GALV. RING 5HANK NAIL5 ONO. 135 MIN. SHANK DIA. AND RING OF
0.012 DIA. OR LARGER) @ G "O.C. (U.O.N.).
BLOCKED 4 UNBLOCKED PLYWOOD DIAPHRAGM 5HALL CON515T OF 5/8"
5TRUCTURAL GRADE I PLYWOOD CONTINUOUS OVER TWO OR MORE
5PAN5, FACE GRAIN PERPENDICULAR TO 5UPPORT5, FASTENED WITH I Od
GALV. RING 5HANK NAILS, I %2" MIN. PENETRATION IN 2" MIN. NOMINAL
FRAMING MEMBER5 SPACED AT 4" O.C. AT ROOF DIAPHRAGM BOUNDARY
PANELS * AT G" O.C. AT ALL OTHER PLYWOOD PANEL EDGE5 AND ALONG
INTERMEDIATE FRAMING MEMBERS.
I'v<.00i;;:� DES1(; t-i CRITERIA
DEAD LOAD: 2G P5F.
LIVE LOAD :30 P5F
PROVIDE STA 9m°
NOOK AT COLUMN
TERMINATION
1/2' PREMOLDED
JOINT FILLER
2' cl.
—NO OFFSET FOR
*5 4 #6 BARS
ADD 4 TIES
e 3' O.C.
—TIES AS SHOWN ON
COLUMN DETAILS OR
COLUMN SCHEDULE
1/2' PREMOLDED
JOINT FILLER
_�DOUJELS SAME 4 OUANTI Y AS COL.
VERT. REINF.
U?
m�
TYP. COL. REINF. DETAIL
SCALE: N.T.S.
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
(TYP
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FOUNDATION NOTES -
- FLOOR 5HALL BE 4" THICK CONCRETE 5LAB WITH FIBER MESH
OVER G MIL VAPOR BARRIER, ON COMPACTED FILL. 5EE GENERAL
NOTES ON 5 -3 FOR COMPACTING REQUIREMENT5.
2- COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLE55
DIMENSIONED OTHERWI5E. ±O' -O ", 5EE SURVEY PLOT FOR NGVD.
3- REFERENCE ELEVATION
4- PROVIDE 150LATION JOINTS BETWEEN INTERIOR AND EXTERIOR 5LAB5
ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT.
5 - COORDINATE SLAB ELEVATIONS, 5TEP5, AND 5LOPE5 WITH
ARCHITECTURAL DRAWING5.
G - 5EE ARCHITECTURAL DRAWING5 FOR THE ORIENTATION OF THE BUILDING.
7- WINDOWS, DOORS AND ROUGH OPENING5 ARE TO BE COORDINATED
WITH THE WINDOW /DOOR TYPE5 AND LOCATIONS NOTED
ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURER5.
8 - SEE ARCHITECTURAL DRAWING5 FOR WALKWAY 5LAB LAYOUT.
9 - [jTC INDICATES 1 #5 @ 24' VERTICAL REINFORCING BAR IN CELL5 FILLED
W/ GROUT ENDS OF REBAR5 SHALL BE HOOKED INTO FOUNDATION, BEAM
OR TIE BEAM5 WITH A ACI STANDARD 90 HOOK. REBAR5 5HALL BE
PLACED A5 5HOWN IN THE PLAN5.0'm = 1500 psi)
10 - 5PLICE5 IN REINFORCING BARS 5HALL NOT BE LE55 THAN 48 BAR
DIAMETERS ( #5 = 30 "), AND REINFORCING 5HALL BE CONTINUOUS.
I I - RATIONAL ANALY515 WAS PERFORMED TO DETERMINE THE STEEL REINFORCING
FOR THE MONOLITHIC FOUNDATION. DESIGNED WAS BASED ON AN
ALLOWABLE 501L BEARING CAPACITY OF 2,000 P5F.
12- 1 #5 VERT. IN CONC. FILLED BLOCK CELL @ 24" OPEN AREA
f'm= 1500 psi
13- 4" THICK CONCRETE SLAB VERIFY 51ZE LOCATION W/ AIC CONTRACTOR
TERMITE PROTECTION: (FBC 1816)
TERMITE PROTECTION 5HALL BE PROVIDED A5 A PREVENTIVE TREATMENT
TO NEW CONSTRUCTION AFTER ALL EXCAVATION, BACKFILLING AND
COMPACTION 15 COMPLETE. A CERTIFICATE OF COMPLIANCE 5HALL BE
155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT:
"THE BUILDING HA5 RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF THE SUBTERRANEAN TERMITE5. TREATMENT 15 IN
ACCORDANCE W/ RULES AND LAWS E5TABL15HED BY THE FLORIDA DEPT. OF
AGRICULTURE AND CONSUMER 5EKVICE5."
1. SOIL STATEMENT:
501L @ TH15 51TE 15 UNDISTURBED ROCK * SAND
ADEQUATE TO 5UPPORT THE DE51GN LOAD OF 2000
p5f. A LETTER WILL BE SUBMITTED BY ARCHITECT OR ENG.
AFTER GROUND HAS BEEN BROKEN ATTESTING THAT
51TE HA5 BEEN 0135ERVED 4 CONDITIONS ARE
SIMILAR TO TH05E UPON WHICH DE51GN 15 BASED.
2. SOIL COMPACTION REQUIREMENTS
COMPACT FILL UP TO MINIMUM OF 95% OF PROCTOR
MAXIMUM DRY DENSITY
TO SUBMIT COMPACTION TE5T5 BEFORE STARTING CON5T.
WORKS.
CONCRETE FOOTING SCHEDULE
MARK
ELEV. TOP
OF FOOTIN
51ZE
THICK
REINFORCING
REMARKS
CONTINUOUS
TRAN5VER5E
WF- I G
5EE PLAN
I G" CONT.
12"
2 #5
#5 @ 24" O.C.
8
12
SEE PLAN
2 #5J2
#5
CONCRETE BEAM SCHEDULE
MARr,.5
51ZE
ELEV. TOP
OF BEAM
REINFORCING
#3 TIES U.O.N.
SPACING O.C.
REMARKS
W
D
BOTT. I
TOP
1 "5"
1 "E"
"C"
TB -1
8
12
SEE PLAN
2 #5J2
#5
24" O.C.
#3 TIE5
® OPENING5
r-.
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?� e9 G
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CONCRETE COLUMN SCHEDULE
MA
51ZE
ELEV. TOP
OF BEAM
REINFORCING
TIE5
REMARK5
W
D
TC
8
12
5EE PLAN
4 #5
#3 aQ 8'
PROPOSED NEW ADDITION & REVISIONS
FOR: Mr. & Mrs. GONZALES
7861 S.W. 68 th AVE.,MIAMI, FL. 33143
STRUSTURAL PLAN
DRAWN BY: I.G
S -1