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ROOF PLAN
SCALE: 1 \4 "= 1'-•0"
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 LESS THAN 5 /6" (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 NAILS (311x0. 135 MIN. SHANK DIA. AND RING OF
0.0 1 2 DIA. OR LARGER) @ G "O.C. (U.O.N.).
BLOCKED * 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, I %" 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.
FLOOR DESING CRITERIA
DEAD LOAD: 2G PSF.
LIVE LOAD :30 PSF
O VENTILATION:
SOFFIT VENTILATION REQUIRED
1,430 SQ. FT. = 9.5 SQ. FT.
SOFFIT VENTILATION PROVIDED
G" X 2411
144
10 VENTS @ I SQ. FT. EA. = 10 SQ. FT.
TOTAL VENTILATION PROVIDED
10 SQ. FT.
DOKOWALL TRUSS TYPE HORIZONTAL
{�' "' REINFORCING EVERY OTHER COURSE (I G")
CS. - BLOCK� EXTEND 4" INTO CONC. COLUMN.
MORTAR Sf1ALL~COMPLY
W/ ASTM C -270
SLUMP 5" MIN. - 8" MAX.
#3 DOWEL_ WELDED TO COL
@36" O.0 do 12" FROM
JOINT HALVES AS PER TOP & BOTTOM.
MRF RECOMMENDATIONS
W/ CONC/ CEMENT GLUE.
- 10" DIA. PREFAB
STEEL COL DECORATIVE COLUMN
(SEE PLAN FOR (SEE PLAN)
SIZE & LOCATION)
DECORATIVE COLUMN DETAIL
SCALE: N.T.S.
BACKER ROD &
RESILIENT CAULKING
EA. FACE
3/4" VERT. CONTROL JOINT
•�
FILLED CELL W/ TYP. WALT_ REINF.
EA. SIDE OF CONTROL JOINT
NOTES: 1. CONTROL JOINT SHALL BE 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.
STRUCTURAL NOTES:
SOIL STATEMENT: FOR A VISUAL INSPECTION, THE SOIL IS ROCK
AND SOND WITH A BEARING CAPACITY OF 2000
PSF, HOWEVER IF AT THE TIME OF CONSTRUCTION
DIFFERENT CHARACTARISTICS ARE ENCOUNTERED,
ENGINEER WILL HAVE TO BE CONTACTED. ALSO AT
THE TIME OF CONSTRUCTION, A LICENSED ENGINEER
OR ARCHITECT SHALL SUBMIT A LETTER ATTESTING
THAT THE SOIL HAVE BEEN OBSERVED AND THE
FOUNDATION CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN 15 BASED.
SOIL COMPACTION: FILL AND BACKFILL TO BE COMPACTED TO A MIN.
OF 95% OF THE MAXIMUM DENSITY AT OPTIMUS
MOISTURE AS DETERMINED BY TESTS.
COMPACTION TEST REPORTS SHALL BE SUBMITTED
TO THE BUILDING OFFICIAL BEFORE STARTING
CONSTRUCTION WORK.
TERMITE TREATMENT: TERMITE TREATMENT CERTIFICATE SHALL BE
SUBMITTED TO THE BUILDING OFFICIAL AFTER
COMPATION IS COMPLETED.
SLAB ON FILL: SHALL BE PLACED ON CLEAN NON ORGANIC SOIL
MOISTENED BEFORE CONCRETE IS POURING.
SHALL BE POURED IN A CHECKERBOARD 5EQUE-
NCE EACH FRAGMENT OF WHICH NOT EXCEED A
MAXIMUM AREA OF G25 S.F. OR 30 LINEAL FEET
IN ANY DIRECTION. ALSO PROVIDE A POLYETHY-
LENE FILM (0.000) UNDER THE SLAB ON GROUND
OVER A WELL COMPACTED FILL.
FIRE STOPPING: SHALL BE PROVIDED TO CUT OFF ALL CONCEALED
DRAFT SPACES BOTH VERTICAL AND HORIZONTAL.
STEEL STRENGTH: SHALL BE 60,000 PSI.
CONCRETE STRENGTH: FOOTINGS... 2,500 PSI, COLUMNS, BEAMS
AND SLAB ON GROUND SHALL BE NO LESS THAN
3,000 PSI.
PLYWOOD SHEATHING: PLYWOOD ROOF SHEATHING SHALL BE 32"
WITH A FACE GRAIN PERPENDICULAR TO THE
SUPPORTS, ON A CHECKERBOARD DISTRIBU-
TION. PLYWOOD PANELS SHALL BE NAILED TO
SUPPORTS WITH 8 -D COMMON NAILS, SPAC-
ING AT PANELS EDGES G" AND AT GABLE END
4 ". EAVE AND GABLE DRIP SHALL BE INSTALLED
SO THAT THE BOTTOM OF THE DRIP EDGE SHALL
HAVE A MINIMUN OF 2" CLEARANCE FROM THE
STRUCTURE..
CONSTRUCTION NOTES:
TIE COLUMNS: CONCRETE TIE COLUMNS SHALL BE REQUIRED IN EXTE-
RIOK WALLS OF UNIT MASONRY. CONCRETE TIE COLU-
MNS SHALL BE REQUIRED AT ALL CORNERS, AT INTER-
VALS NOT TO EXCEED I G'- 00" CENTER TO CENTER OF
COLUMNS, ADJACENT TO ANY OPENING EXCEEDING 4'-
00" IN WIDTH AND AT THE END OF FKEE STANDING
WALLS EXCEEDING 2'- 00" IN LENGTH. WHEN OPENINGS
EXCEED 8' -00" IN WIDTH, TIE COLUMNS SHALL BE PRO-
VIDED ON EACH SIDE OF ALL SUCH OPENINGS. ALL
GABLE AND SHED END CORNERS SHALL HAVE TIE COLU-
MNS. WHEN OPENINGS ARE BETWEEN 3' -00" AND 8' -00"
IN WIDTH, SUCH OPENINGS SHALL HAVE ONE � 5 VEKTI-
CAL REINFORCING BAR AT EACH SIDE,
TIE BEAMS: ALL TIE BEAMS SHALL HAVE FOUR # 5 VERTICAL MINI-
MUM AND # 3 TIES @ 12" C/C AT CORNERS AND EACH
BEND AT 48" C/C ELSEWHERE. A TIE BEAM SHALL NOT
BE LESS IN DIAMEN51ON OR REINFORCING THAN RE-
QUIRED FOR THE CONDITIONS OF LOADING.
CONTINUITY SHALL BE PROVIDED AT CORNERS ADDING
2 # 5 BENT BARS WHICH EXTEND 30" EACH WAY FROM
THE CORNER.
HORIZONTAL REINFORCING IN WALLS: SHALL BE PROVIDED AT EVERY
SECOND COURSE ( I G" VERTICALLY) FOR ALL EXTE-
RIOR WALLS. STANDARD # 8 LADDER TYPE FOR REIN-
FORCING MASONRY AND TRUSS TYPE FOR ALL OTHERS
SHALL BE PROVIDED. THIS REINFORCEMENT SHALL
EXTEND 4" INTO COLUMNS.
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FIRESTOP CONTINUITY
1'8" x 12" CONC. TIE
' BK W/ (4)45
#3' 48" O.C. NOTE:
112" GYP. BD. APPLIED I'st (4) #3- ;TO BE @
C7 TO I" x 2" P.T. FURR. :.1 2" O.C. @ CORNERS ..
STRIPS @ 24" O.C. REINF. MASONRY
STL. BEYOND'k
R -5.0 INSUL. BETW. STRIPS `
EXT. 3/4" STUCCO «'
WD. BASEBD.
112" EXP. JT.
4" THK. CONIC. SLAB
W 1 G "xG "x #10WWM ON
G MIL. POLYETHYLENE
VAPOR BARRIER
COMPACT FILL TO
J5 07- PROCTOR
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MAX. DENSITY
I G "X 12" W12 #5 CONT. `
(TYP). MIN. CLEAR
REQ'D.(TYP). •i ••
TYP. WALL SECTION
N.T.S.
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PROPOSED NEW ADDITION*%' - -
FOR: Mr. & Mrs. GONZALES„r'
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7861 S.W. 68 th AVE.,MIAMI, FL. X33143
- -- - ' --_
ROOF PLAN & DETAIL'S YR
DRAWN BY: I.G
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5/8 "" PLYWOOD SHEATHING NAILED TO RAFTERS @
G" O.C. "
W/ I Od NAILS, SHEATHING TO BE COVERED
W/ 43# BASE SHEET T.C., COV. W/ 2 -PLY FIBERGLASS HOT MOPPED
f'
TOPPED W/ ALUM. COATING OR CAP SHEET
I " SLOPE PER FT.
/3" x 3" 26 GA�,,N1�L. SAVE
F�
DRIP �w
,
2" x10" WD. JOISTS @ 24" O.C.
"' x 2" WD. BLOCKING,;�Y
INS. BATT (R -1 9)
0. H.
2" x 12" P.T. WD. F,,ACIA
i „r
30# FELT * MTL*'•RI,B. LATH
1/2" GYP. BD. ON
COV. W/ EXT. STUCCO
I " x 3" WD. FURR.
3 "X22" VENT $ INSECT
SCREEN @ 48" V-3,;
,.
STRIPS @ 24" O.C.
NOTE: PROVIDE (2) #5'Rx GO" LONG
BENT
I " x 4" P.T. WD.
CORNERS (30" EA. WAY)
FIRESTOP CONTINUITY
1'8" x 12" CONC. TIE
' BK W/ (4)45
#3' 48" O.C. NOTE:
112" GYP. BD. APPLIED I'st (4) #3- ;TO BE @
C7 TO I" x 2" P.T. FURR. :.1 2" O.C. @ CORNERS ..
STRIPS @ 24" O.C. REINF. MASONRY
STL. BEYOND'k
R -5.0 INSUL. BETW. STRIPS `
EXT. 3/4" STUCCO «'
WD. BASEBD.
112" EXP. JT.
4" THK. CONIC. SLAB
W 1 G "xG "x #10WWM ON
G MIL. POLYETHYLENE
VAPOR BARRIER
COMPACT FILL TO
J5 07- PROCTOR
r �a IPA
F N. GK4DE
00
MAX. DENSITY
I G "X 12" W12 #5 CONT. `
(TYP). MIN. CLEAR
REQ'D.(TYP). •i ••
TYP. WALL SECTION
N.T.S.
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4u ••io •
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Urii � rt, l+ V
�`�' ql i i b •
b=2
PROPOSED NEW ADDITION*%' - -
FOR: Mr. & Mrs. GONZALES„r'
r
7861 S.W. 68 th AVE.,MIAMI, FL. X33143
- -- - ' --_
ROOF PLAN & DETAIL'S YR
DRAWN BY: I.G