09-74R-005r••• ••• • • •ar•r •Y•
STRUCTURAL and GENERAL NOTES
t SOIL STATEMENT -
A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE
BEARING CAPACITY OF 2.0 K.S.F.
B. PROVIDED PROPERLY COMPACTED NON -ORGANIC FILL TO 95%. MODIFIED PROCTOR.
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C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK
D. AT THE TIME OF CONSTRUCTION THE PROFESSIONAL SHALL SUBMIT TO THE BUILDING OFFICIAL A
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A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE
SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED AS PER FBC R4404.2.2.
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2 CONCRETE:
A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON-- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL
OTHER CONCRETE 3000 P.S.I
M
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B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION
THEREOF, SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C-39. ONE AT 3 DAYS ONE AT 7 DAYS
AND THREE AT 29 DAYS
C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS:
1) CONCRETE POURED AGAINST THE EARTH - 3"
2 CONCRETE EXPOSED TO EARTH OF WEATHER
{
5 OR SMALLER - 1 1/2"
6 OR LARGER - 2"
3 CONCRETE NOT IN CONTACT WITH THE GROUND
BEAMS AND COLUMNS --- 1 1/2"
SLABS AND WALLS -- 3/4"
3. REINFORCING STEEL -
A. REINFORCING BARS MUST CONFORM WITH ASTM A615 GRADE 60
B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A-185 AND MUST BE SUPPORTED ON SLAB BOLSTER
SPACED AT 36" MAXIMUM ON CENTER
C. FABRICATION AND DETAILING ACCORDING TO ACI 318-95
D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION
4. MASONRY WALL&
A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE
ABOVE BEING ERECTED
B. MORTAR MUST CONFORM WITH ASTM C270 TYPE M (2000 P.S.I.)
C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, GRADE N, TYPE 1, NORMAL
WEIGHT WITH Fm=1500 PSI
D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C476 WITH 2O00 PSI STRENGTH AT 28 DAYS.
E. REINFORCING: USE DURAWALL TRUSS TYPE # 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL
REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK.
jk TOP 5M. +6-10"
TOP OF BEAM
TOP 5M. +,8'-2" --
TOP OF BEAM
TOP FF. +0'-0" ___--
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CLCVA I IUIV A —A 1/ 4-
NEW WOOD FRAMING GABLE END WALL
ELEVATION B—B 1/4T
5. WOODY
A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE
REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH
FLORIDA REGISTRATION.
B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. EXCEPT FOR 4 X 12 HEADER BEAMS
WHICH MUST HAVE A MINIMUM OF 1500 P.S.I.
C. ALL WOOD IN CONTACT W/CONCRETE, MASONRY, OR LATH SHALL BE PRESSURE TREATED AS PER THE
"AMERICAN WOOD -PRESERVERS ASSOCIATION".
4. STRUCTURAL STEEL -
A. PIPE COLUMNS MUST CONFORM WITH ASTM A53 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE
ASTM A-36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A-500 GRADE 13,
B. BOLTS MUST CONFORM WITH ASTM A-325
C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE
ACCORDANCE WITH RISC SPECIFICATIONS
7. SLAM ON FILL,
A. TO BE PLACED ON CLEAN, NON -ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE
CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.006 IN VISQUEEN VAPOR BARRIER. SLABS
ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A
MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION.
•. APPROVALS:
A. SUBMIT SHOP DRAWINGS FOR ITEMS 3&5 AS ABOVE
B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE
& COOMIDINATIOM
A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND
MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE.
B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB
SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO THE ARCHITECT PRIOR TO FABRICATION
C. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY IN
THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO
ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS
CONTRACT.
EXISTING RESIDENCE
3"x(o" W/ (3) - 16d
NAILS + EA. TRUSS
CUT EXISTING SHEATHINGS
AS REQUIRED
EXISTING
0
USP RT-"I HURRICANE CLIP —
ATTACHED TO TRUSS 4 PLATE
W/ 5-56 NAILS EACH (TYP)
NOA 02-0126.05
SECTION
1"
SECTION A —A 11"
106 NAIL:
USP RT-"1
ATTACHE
W/ a-8d r
NOA 02 - c
2x6 STUD
USP RT-19
ATTACHE'
JOIST W/
(TYP) NO.
REMOVE
EXISTING
TO REMA
EXISTING
SECTION
6-6 1"
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WOOD TRUSSES w 24" O.G.
NvRT-36 NU-VUE STRAP ATTACHED TO TRU55
W/ -1-166 NAILS t TO CMU WALL
W/ 5-1/4" 0 TAPCONS (1- 1/2" EMBEDMENT)
FOR INSTALLATION FOLLOW MANUR INSTRUCTIONS
NOA 03-0321.14
EXISTING WOOD JOISTS
XISTING WOOD TRUSSES
TING TIE BEAM
165ES
PLATE
[STING WOOD TRUSSES
2x4 GROSS PRACING
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Eusebio M. Mors.
Architect Fla. Lic. # AR0011732
6761 Southwest 65th Terrace
Miami, Florida 3 3 1 4 3
(3 0 5) 7 4 0-- 5 1 8 5
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D RAW N BY:
EMM
CHECKED BY:
EMM
ATTACHMENT NO.:
ATT/1C H M E NT#
DRAWING FILE NO.:
2006-002
DATE:
3 f 2/2006
SCALE:
NOTED
SHEET NUMBER:
S5
OF 12
J I �