05-562(3)-002NgSAL
A. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 15E IN ACCORDANCE
WITH THE SOUTH FLORIDA BUILDING CODE AND THE LATEST ACI, ASTM, AND
AISC SPECIFICATIONS AND RECOMMENDED PRACTICE,
B. CONTRACTOR SHALL FINALIZE HIS COST ESTIMATE FROM PLATS THAT ARC
FULLY APPROVED BY BULDINCs DEPARTMENT. FiNAL ESTIMATE SHALL WAVE
ALLOWANCE FOR ALL REQUEST MADE BY BUILDING DEPARTMENT OFFICIALS.
FOUND t10N5:
A. FOUNDATIONS HAYS BEEN 0561 P FOR A SOIL BEARING CAPACITY OF
2000 POP.
.RE I FQRCrzP !;CNC:RTE:
A AG64MGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE 3/4.
CONCRETE SLUMP: 3' MIN. TO 5' MAX. VERTICAL CONCRETE DROP
NOT TO EXCEED W AT 28 DAYS OF Ate.
ALL CONCRETE SHALL DEVELOP THE FOLLOWING MINIMUM 28 DAY
COMPRESSIVE $TRENGWT (UNLESS OTHERWISE NOTED ON PLANS
FOOTIING�,yS� t SLABS OF FiLL - - -- 2,500 PSI
PIRECA71 - --- ------------- -- -4 - -- 5,000 PSI
ALL OTHER -------- - -- --- - - -- 3,000 PSI
CONCRETE COVER:
TO BE AS FOLLOWS:
BOTTOM
TOP
SIDES
FOOTINGS
3'
2'
3'
GRADE 13EAMS
31
2'
2'
WALLS
-
-
1.5'
COLUMNS
-
-
1.5'
BEAMS
1,
15'
150
SLABS
IN
It
1'
REINFO 'CINQ 5_ TEFL:
1 -d REINFORCING STEEL:
t0 BE NEW HIGH STRENGTH BILLET STEEL DEFORMED AS MR ASTM A -305,
AND GONFOR` ING TO ASTM A -6151 GRADE 60.
LAP CONTINUOUS TOP AND BOTTOM BARS 48 -BAR DIAMETERS, AT MIDSPAN
FOR TOP, AND AT SUPPORTS FOR BOTTOM.
PROVIDE 'L' BARS 30' X 30' FOR TOP AND BOTTOM BARS, AT ALL CORNERS
OF ALL TIE BEAMS,
1 -e WOOK DISCONTINUOUS ENDS OF ALL TOP 1BAiRS FOR STRUCTURAL BEAMS (NON
TIE - BEAMS). REINFORCING STEEL TO BE DETAILED AND F;ABRiCATED IN ACCORDANCE
WiTH 'MANUAL OF STANDARD PRACTICE OF DETAILINCs REINF-ORCING CONCRETE
STRUCTURES', AND THE ACI BUILDING CODE 318. LATEST EDITION, SUBMIT SHOD
DRAWINGS FOR: APPROVAL, SIGNED AND $FACED BY A FLORIDA REGISTERED
PROFESSIONAL ENGINEER, PRIOR TO FABRICATION.
taoLlRY_z
A LOAD - BEARING MASONRY $HALL C ,1FORM TO A61M OW 'HOLLOW
LOAD - BEARING CONCRETE MASONRY UNITS', AND WAVE A COMPRESSIVE
PRISM STRENGTH Pm OF MOO PSI. ALL LOAD - BEARING MASONRY
SHALL BE PLACED PRIOR TO TWE CONCRETE PLACEMENT Or-
COLUMNS OR BEAMS.
B, MORTAR $WALL COMPLY WITH THE PROPERTIES AND PROPORTIONS
OF ASTM C210 EXCEPT THAT SLAG CEMENTS SHALL NOT BE
USED. MORTAR SHALL BE TYPE M. MINIMUM COMPRESSIVE
OTRENII • 26 DAYS OF 2500 PSI. MINIMUM MIXING TIME FiVE
MINUTES AFTER ALL INGREDIENTS ARE ADDED,
C, ALL EX'T'ERIOR MASONRY WALLS SHALL BE REINFORCED WITH 03
LADDER TYKE HORIZONTAL AT 16' O.C. TYP. OR A/E APPROVED
EQUIVALENT At EVERY OTHER BLOCK COURSE
D. RREiNFORCED MASONRY CELL$ SHALL BE FILLED WITH GROUT WAVING
8' To iI' SLUMP: STRENGTH F'a r 2500 PSI COMPLYING WITH A61M
C416. POUR MASONRY CELLS PRIOR TO TWE TIE BEAM CONCRETE
POUR
EkC14vArlaL..
14p, GENERAL CONTRACTOR TO EXERCISE CAUTION DURING EXCAVATIONS
ADJACENT TO THE EXISTING STRUCTURES. IF THERE EXISTS A DEVIATION
OF THE EXISTING FOUNDATION EXISTING STRUCTURES. IF THERE
EXISTS A DEVIATION OF THE EXISTING FOUNDATION FROM WHAT IS
SHOWN IN THESE PLANS, CONTACT ARCHITECT AND STRUCTURAL
ENGINEEit GENERAL CONTRACTOR IS SOLELY RESPON8IFJLE FOR
THE BRACING AND LATERAL SUPPORT, AND FOR MAINTAINING THE
INTECsMTY OF THE EXISTING STRUCTURE DURING ALL PHASE$ OF
THE CONSTRUCTION.
Timer; B
tie DOWN
-SEE R�L.AN
A, ALL TIMBER DESIGN AND FABRICATION SHALL COi-OW WITH THE
Atb0ICAPLE R�RROVISIQN$ C)F THE NAt10NA1 DESIGN SPECIFICATIONS
FOR WOOD CONSTRUCTION, PUBLISHED BY TWE NATIONAL FOREST
PRODUCTS ASSOCIATION, AND THE DESIGN 6F'ECIFICATIONS FOR
METAL PLATE CONNECTED WOOD TRUSSES, PUBLISHED BY THE
ft
='x4' P T, WOOD IEtJC:RC W/
0 4' oz. �S
4 15' OZ. MAX. ELSEWHERE
�MISEDOED IN CA14XN4G
IMPACT' i�SISTiNG
GLAZING uR STOW -i
SI�,ITIER REQUIRED.
SCALE: 3/4' r 1' .-0'
AND I A BA�FE CONDIT UNTIL DECKING PERMANENT �� INFO`00"ILG TRUSS BRACING WAS OEEN FASTENED FOR"iM A
STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL .._w�,.. —■ .._ w„ ■
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED DETAIL FOR.WALL E00* AND ALT. 'TRUSSES PE MANENTLY FASTENED BEFORI= APPLICATION OF ANY LOADS TO THE WOOD FIRAMING SYSTEM, ii a.r■+.�.■i ■r��
c ALL BRACING REQUIREMENTS ALOWs WITH PERMANENT N.TA.
STRUCTURAL, CROSS BRACING TO ENSURE OVERALL RIGIDITY 2 x 8 PI WOOD JAMES
OF THE RCOF SYSTEM SHALL 515 iN ACCORDANCE WITH THE ATTACHED TO COL/SLOCK
WOOD ROI TRUSS DESIGNERS PLANS. w/ 1/210 x B' LONG, STAGGERED
EXPANSION BOLTS a 12' OZ.
d, SAF=E ERECTION OF 'TRUSSES IS THE RESPONSIBILITY OF THE AND 61 FROM TOP r BOTTOM.
BUILDING CONTTTOR.
OVERHEAD GATa''AGE DOOR
a, SHEATHING SHALL BE C -D EXTERIOR SHEATHING, PANNEL INDEX
3246 MINY RATED FOR EXPOSURE I! MIN THICKNESS 19/32',
6. INSTALL SHEATHING CONTINUOUS OVER TWD Ole MORE SPANS VINYL DOOR STOP
—�
WITW FACE GRAIN PERPENDICULAR TO SUPPORT.
e. NAIL SHEATHING TO SUPPORT WITW 10d NAILS SPACED AT
6' OTC, AT PAII EDGES AND INTERMEDIATE SUPPORTS. TIE COL. (T.C.)
V CONCRETE MASONAR Y MIT
5/S' PAINTED STUCCO
FINISH FLOOR
ELEV. 0' -0'
FINISH GRADE
TR183 PLATE INSTITUTE.
- I J
B.
SUBMIT SHOP DRAWINGS FOR ALL WOOD OTF=TURRAL MEMBER AND
FOR O 113E'TUEEN 3' 4 8'
•
CONNECTIONS TO THE ENGINEER FOR REVIEW PRIOR TO PROVIDE 15 IN CONG, FILLED CELLS
BOT.
FAISRICATION.
P ROVIDE D
to
o
Lj�A.
•. M11 ;
ft
='x4' P T, WOOD IEtJC:RC W/
0 4' oz. �S
4 15' OZ. MAX. ELSEWHERE
�MISEDOED IN CA14XN4G
IMPACT' i�SISTiNG
GLAZING uR STOW -i
SI�,ITIER REQUIRED.
SCALE: 3/4' r 1' .-0'
AND I A BA�FE CONDIT UNTIL DECKING PERMANENT �� INFO`00"ILG TRUSS BRACING WAS OEEN FASTENED FOR"iM A
STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL .._w�,.. —■ .._ w„ ■
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED DETAIL FOR.WALL E00* AND ALT. 'TRUSSES PE MANENTLY FASTENED BEFORI= APPLICATION OF ANY LOADS TO THE WOOD FIRAMING SYSTEM, ii a.r■+.�.■i ■r��
c ALL BRACING REQUIREMENTS ALOWs WITH PERMANENT N.TA.
STRUCTURAL, CROSS BRACING TO ENSURE OVERALL RIGIDITY 2 x 8 PI WOOD JAMES
OF THE RCOF SYSTEM SHALL 515 iN ACCORDANCE WITH THE ATTACHED TO COL/SLOCK
WOOD ROI TRUSS DESIGNERS PLANS. w/ 1/210 x B' LONG, STAGGERED
EXPANSION BOLTS a 12' OZ.
d, SAF=E ERECTION OF 'TRUSSES IS THE RESPONSIBILITY OF THE AND 61 FROM TOP r BOTTOM.
BUILDING CONTTTOR.
OVERHEAD GATa''AGE DOOR
a, SHEATHING SHALL BE C -D EXTERIOR SHEATHING, PANNEL INDEX
3246 MINY RATED FOR EXPOSURE I! MIN THICKNESS 19/32',
6. INSTALL SHEATHING CONTINUOUS OVER TWD Ole MORE SPANS VINYL DOOR STOP
—�
WITW FACE GRAIN PERPENDICULAR TO SUPPORT.
e. NAIL SHEATHING TO SUPPORT WITW 10d NAILS SPACED AT
6' OTC, AT PAII EDGES AND INTERMEDIATE SUPPORTS. TIE COL. (T.C.)
V CONCRETE MASONAR Y MIT
5/S' PAINTED STUCCO
FINISH FLOOR
ELEV. 0' -0'
FINISH GRADE
TR183 PLATE INSTITUTE.
- I J
B.
SUBMIT SHOP DRAWINGS FOR ALL WOOD OTF=TURRAL MEMBER AND
FOR O 113E'TUEEN 3' 4 8'
•
CONNECTIONS TO THE ENGINEER FOR REVIEW PRIOR TO PROVIDE 15 IN CONG, FILLED CELLS
BOT.
FAISRICATION.
P ROVIDE D
to
o
2 i 6 CONT.
OR JL.ACA tFWTM
C,
ALL TIMBER SIZES, CONNECTORS, FRAMiNII PLANS NOT SHOWN ON
TOP OF IBAR a' INTO CONC.
8'X14'
STRUCTURAL DRAWINGS SHALL sE PROVIDED 13Y THE FABRICATOR
TIE SEAM ABOVE WITW 6' WOK
405
AND DETAILED ON HIS SWOP DRAWINGS.
TIE....J20UNt
D,
AL.L MATERIALS AND AND CONNECTIONS ARE SUBJECT TO THE
asE GET. S.C.
W.
Lu
APPROVAL OF: THE STRUCTURAL ENGINEER
2 015 X!3'
E.
PROVIDE HURRICANE ANCHOR STRAPS, AS RREQUiRED BY LOCAL
ADD'L. CORM
ui
BUILD CODE, TO ALL MMERS SUBJECT TO WiND LOAD$,
BARS
F.
USE 6T1RE88- RATED TIMBER FOR ALL STRUCTURAL WOOD MEi*0EiR$,
5'X 11' X 12'
C-4
PROVIDE THE MINIMUM PROPERTIES FOR WOOD STRUCTURAL
SEI~ DET. Tc -I
.
FILLED CELL W/ 1 5 VERRT'
MEMBERS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
4 FILL ADJACENT
w
_
'
W
FOIR HEM FIR t 6MTWERN PINE: MIN. 1000 pA.i. MINIMAL EXTREME
2
uj
1
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LU
iF EXISTING 15LOCK CELLS
FIBER STRRE$S IN BENDING (M)
ARE ALRSADY R =iLLED WITH
z
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BENDING STRESSa VARIES W/ SIZE
z
o
CONC., PROVIDS 1 05 X 12' LONG,
u
4
MODULUS OF ELASTICITY: 1/600,000 PSi.
DOWELL • 24' OZ,
W
Z
a
ALL TRUSSES AND WOOD F R.AMING MUST BE SECURELY
O
,
°•
.I
WITH 5" EMBEDMENT WITH
NIT HY 150 ADHESIVE ANCHOR
15 O 1BOT'I-I DURING ERECTION AND AFTER PERMANENT
o •
GROUT MY 141LTY
INSTALLATION IN ACCORDANCE WITH 'BRACING WOOD
°
Q
TRUSSES: COMMENTARY AND RECOMMENDATIONS (OW -16) '
d
A$ PUBLI6WEID BY TRUSS PLATE INSTITUTE.
b
ERECTION ORACING $WAL,L HOLD MOSES St1RAIGNT, PLUMES
of
N ION AND
3
ft
='x4' P T, WOOD IEtJC:RC W/
0 4' oz. �S
4 15' OZ. MAX. ELSEWHERE
�MISEDOED IN CA14XN4G
IMPACT' i�SISTiNG
GLAZING uR STOW -i
SI�,ITIER REQUIRED.
SCALE: 3/4' r 1' .-0'
AND I A BA�FE CONDIT UNTIL DECKING PERMANENT �� INFO`00"ILG TRUSS BRACING WAS OEEN FASTENED FOR"iM A
STRUCTURALLY SOUND ROOF FRAMING SYSTEM. ALL .._w�,.. —■ .._ w„ ■
ERECTION AND PERMANENT BRACING SHALL BE INSTALLED DETAIL FOR.WALL E00* AND ALT. 'TRUSSES PE MANENTLY FASTENED BEFORI= APPLICATION OF ANY LOADS TO THE WOOD FIRAMING SYSTEM, ii a.r■+.�.■i ■r��
c ALL BRACING REQUIREMENTS ALOWs WITH PERMANENT N.TA.
STRUCTURAL, CROSS BRACING TO ENSURE OVERALL RIGIDITY 2 x 8 PI WOOD JAMES
OF THE RCOF SYSTEM SHALL 515 iN ACCORDANCE WITH THE ATTACHED TO COL/SLOCK
WOOD ROI TRUSS DESIGNERS PLANS. w/ 1/210 x B' LONG, STAGGERED
EXPANSION BOLTS a 12' OZ.
d, SAF=E ERECTION OF 'TRUSSES IS THE RESPONSIBILITY OF THE AND 61 FROM TOP r BOTTOM.
BUILDING CONTTTOR.
OVERHEAD GATa''AGE DOOR
a, SHEATHING SHALL BE C -D EXTERIOR SHEATHING, PANNEL INDEX
3246 MINY RATED FOR EXPOSURE I! MIN THICKNESS 19/32',
6. INSTALL SHEATHING CONTINUOUS OVER TWD Ole MORE SPANS VINYL DOOR STOP
—�
WITW FACE GRAIN PERPENDICULAR TO SUPPORT.
e. NAIL SHEATHING TO SUPPORT WITW 10d NAILS SPACED AT
6' OTC, AT PAII EDGES AND INTERMEDIATE SUPPORTS. TIE COL. (T.C.)
V CONCRETE MASONAR Y MIT
5/S' PAINTED STUCCO
FINISH FLOOR
ELEV. 0' -0'
FINISH GRADE
ST'UCCd FINISH ON
CONCRETE BLOCK
SCALES S /4' . 1'•0'
11X3' WOOD F UI ING FOR
BASE BACKING
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2 i 6 CONT.
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a
NEW CONCRETE BEAM O ale 5/41ss V -0'
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w
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BLOCK CELLS
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5
ARE ALRSADY R =iLLED WITH
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CONC., PROVIDS 1 05 X 12' LONG,
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DOWELL • 24' OZ,
W
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C7RILLE0 INTO U,6LL
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WITH 5" EMBEDMENT WITH
NIT HY 150 ADHESIVE ANCHOR
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GROUT MY 141LTY
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uj
COL. RSINFO RCING
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AS SHOWN
Q EXISTING FOOTING
a
;
tL
NEW "Co,
i
i
0
m
a
• Q
°
d CONNECT NEW AND
E
4.
. ; EXISSI . FOOTING BY
Q
DRILLi�NG AND EPDXYING
M DRILL IN OWL. IN EXIT 114
W01RiZoNTAL BARS 6'
a FTCs. WITH EPDXY AS SHOWN
INTO EXISTING CONCRETE,
N
1 911 ; 8T,4!'?,TWa
COLUMN
3
,2E
Scales 3/4' ■ i' -0'
ST'UCCd FINISH ON
CONCRETE BLOCK
SCALES S /4' . 1'•0'
11X3' WOOD F UI ING FOR
BASE BACKING
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2 i 6 CONT.
3
SEE CORNER REIN, OET.
W :,
- .
EXCEEDS 2-05 CONT.
!
FOR
eACM 121 OF ADDITIONAL
SOIL STATEMENT:
ON SITE OSSEiEVAT'ION INDICAI UNDISTURBED ROCK AND SAND
WITH AN ALLOWABLE MRARUNG CAPACITY OF 2 WO PI MIN.
AT TWE TiME OF CONSTRUCTION, A LICENSED ARCHITECT OR
REGISTERED PkOMOSIONAL ENGINEER $HALL SUBMIT TO THE
BUILDING OFFICIAL A LIT -TER ATTESTING THAT THE SITE HAS BEEN
OSSERRVED AND THE FOUNDATION CONDITIONS ART= SIMILAR TO
THOSE UPON W141CW THE DESIGNED iS BASED. THE LI *TTER $WALL.
BE SIGNED AND BEAR THE IMPRESS SEAL OF THE ARCHITECT
OR ENGSINEER, AS APPLICABLE.
CONCRETE MASONRY WALL NOTES
NOTE FOR P.XTSRIOR WALL ONLY
ALL MASONRY WALL6 CONSIST OF S' CMU WITH CONC. GsRDUT
FILLED CELLS AT 48' =., REINfi011I WITH 1 0 6 (F'm. 1500 PSi).
PROVIDE Oz LADDER TYPE HORRZ. REiNFORRCING AT 161 OZ.
CONCiRETE GROUT $WALL HAVE A MiK OF a' TO 11' SLUMP, AND
STRENGTH F'atl 2500 1051 COMPLYIWa WITH ASTM C416.
MAXIMUN LIFT UN15RACED SHALL BE 4' -0' AND MAXIMUN
POUR WSIGHT SHALL 0E 10' -01. POUR MASONRY CELLS P`9ORR TO
THE TIE BEAM CONCRETE POU!IVIDE CLEANOUTS
AT BASIS OF WALL,
BEFORE FOUNDATION HAS SEEN POUR AND ALL BUILDING FILL
MATERIAL HA$ BEEN LAID THE SOIL $WALL BE TREATED FOR
TERMITES BY A CERTIR -Irm PEST CONTROL COMPANY.
THE CEiRTIFICATE $HALL CONTAINING THE FOLLOWING STATEMENT:
'TWE BUILDING WA$ RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUSTEMRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OP AGRICULTURE AND CON"ER SERVICES.'
FL. PLAN
FOOTING SCHEDULE
MARK
SiZE
LONGITUDINAL. REi
PTRANSVERSE. REINF.
REINFORCING - - --
TOT`'
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TOP
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Wr-. 16
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SEE CORNER REIN, OET.
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TC.- DET.
aCA1.E: 3A
1 «5 CONT.
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VAPOR \- COMPACTED FiLL
BARRRiEiR (6 MIL)
SCALES 1/4' • 1' -0'
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