10-359R-002I WE - mm
1, 6E NEPAL-
GONG. BEAM
B. GONGKETE EXPOSED O EARTH OR WEATHER
811 WId j
A. THE GONrRAGTOR'HALL FIELD GHEGK ALL DIMEN'lONS ON THE
2 #3
A #6 BARS AND LARGER
2
STRUCTURAL 0RAWING5 AND VEKIFY 5AME ON THE ARGWrEGTUKAL
HOOK KEINF. Ar
G. NOT IN GOWAGT W RI GROUND
SET. ARGHfiEGTURAL DErWt,5 5C�tl A5; 5LAB DEPRE55/ON5,
TERM /NATION OF COL.
314
WATERPROOFING, CUiRaS, MECHANICAL OPENINGS, FA5GIA FRAMING AND
VEpr. PAR5 HOOKED ON TOP
(PRIMARY REINFORGEMENI , TlE5
BRACING 511ALL BE INSTALLED A5 St10WN ON THE AKGMrEGTUKAL'FT
57-IKRUP' ff'PlRAL5)
1112
G. SLABS ON GRADE OVER VAPOR
GOL. REINFORCEMENT
BARRIER
B. THE CONrKAGTOR'HALL BE RE5PON51BLE FOR SHORING MID BRACING
ff 77E5 A5 NOTED IN
4#5
TO ENSURE 5AFE WORKING GONE)DON5 AT ALL TIMES, ALL
CIOL- -15GHEDULZ
CON'rRUGTION 5tlALL GONFORM TO THE FLORIDA BUILDING CODE
-21-011
FG
8" x 811
2, GONCPETE
A. ALL GAST -IN -PLACE GONGRETE IN THl5 JOB'HALL AMIN A MINIMUM
G017P9E551VE STRENGTH (F G) AT 28 DAYS OF 3000 P.SJ)
COL, DOWELS SAME
A5 VCPr. BARS
B. GONGRETEWORK SHALL CONFORM TO ALL REOUIREMENT5 OF AGl30l-
HOOK THEM ff TlE TO
LATEST E017-10N SPEGIFCAT10N5 FOR STRUGTUKAL GONGRETE FOR BUILDING.
POT r. REINF.
5, FEINFOPCIN6 STEEL:
° °. : -e.
a
v
-a
A. KEINFORGIN6 STEEL SHALL BE DETAILED AND PLACED IN AGCORDANGE
- _
WfiH AGl3/8- LATEST ED.
° -
- ! °
B. REINFORGING STEEL SHALL BE DEFORMED BAK' GONFOPI-IING TO A57-M
•
A 615 GRADE 60, UNLESS OTHERWISE NOTED.
GONG. FOOT 7,
G. ALL WELDED WIRE FABRr, 'HALL GONFORI1 TO ASTM A W.
FOR 51ZE ff REIN!
(SEE SGHEDULE)
D. KEINFORGING TO BE'EC JPELY IN P051rION WfiH 5rANDARD
AGGES 'ORlESDURING PLACING OFGONGRCTE.
F1 61 0 G01-1
E, ALL BOTTOM OAKS SHALL BEAR G" MINIMUM OVER SUPPORrS.
I l
3 111 MV t
4, MIN. CON, OVEP Pr1NF0IPG /N(5 MIN. GLEAIP GOVEI'M) GONNEG7-I oN 0E7-All-
A. GONGRETE AGNN5r ff PERMANENTLY 3
EXP05ED TO EARTH (UNFORMED FACES)
CL-EAP SPifiN 17-11
B. GONGKETE EXPOSED O EARTH OR WEATHER
811 WId j
(FORMED FACES):
2 #3
A #6 BARS AND LARGER
2
B. #5 BAR' AND 5MAUXP
1112
G. NOT IN GOWAGT W RI GROUND
2 #5
A. 5TRUG7-URA1- 51.885 ff WAL45
314
B. 0EA175 AND G01-UMN5
VEpr. PAR5 HOOKED ON TOP
(PRIMARY REINFORGEMENI , TlE5
8" X I1" GONr
57-IKRUP' ff'PlRAL5)
1112
G. SLABS ON GRADE OVER VAPOR
F-1
BARRIER
1112
5, l7tt,5ONPY
4#5
A. HOLLOW GONGRErr 11JA50NRY UN/r5 5HALL BE OF
A OUAUTY OF AT
LEAST EOUAL TO THAT REQUIRED BY ASTPI G 90 "STANDARD
GONG. 'LAB ON GRADE
G MILL VAPOR
BAKRIER
WELL COMPACTED FILL
OPOP A7" WINDOWS (F POOPS
007-7-OM PEINFOPCEI" IEW
CL-EAP SPifiN 17-11
PEINFO GINC-2
811 WId j
UP TO 41-0"
2 #3
7-0551-011
2 #3
TOG' -o"
2#4
ro 91-0"
2 #5
7-051-91
2 #6
'PEGIFIGAr10N5 FOR HOLLOW LOAD BEARING GONGRErE MASONRY UN1r5 ".
UNfi' ",
B. ALL MORTAR SHALL GOMPL Y W01 THE PROPERTY AND PROPORTION TOP OF BEAM
5PEGI�S - HAt-
T T r'
NOT BE USED. MORTAR FOR EXTERIOR WALL' SHALL BE TYPE M. FOR
INTERIOR LOAD BEARING WALL' THE MORTAR SHALL BE TYPE M OR S.
FOR INTERIOKWALL' ABOVE GRADE AND NOT'UPPORr/NG
LOAD-5 THE MORTAR SHALL DE TYPE M, 5, OR N
G. WHENEVER ANGHOK BOLTS ARE TO BE SET IN /7A50NRY, TWO GELL5 Ar
THE SETTING LOCATION SHALL BE FILLED WfiH GONGRErC
D. GROUT FOR MA50NKY UNfiS SHALL GONFOKM TO A5TM G 496 AND SHALL
ATTAIN A GOMPRE55/VE STRENGTH OF F'G -3000 PSJ. Ar 28 DAY'.
E. PRISM STRENGTH OF MASONRY UNfiS 'HALL BE MINIMUM OF F'M -1500P 51.
F. MAXIMUM POUR L1FT FOR MASONRY UNITS AND GROUT POUR HEIGHT
SHALL BE 41-011.
G. SLUMP 9" + I ".
CREAKING EA. END) —14
6. 5771(UG7-UiPA1 - STEEL
NN
50IL 57-N -VIEW
VISUAL IN5PEGPON OF THE EXISTING 501E KEVEAL5 U6Hr SAND AND UMEWOCK W01
AN ALLOWAPLE DE516N GAPAM OF 2,000 PSE. CONTKACTOK SHALL GONTACT THE
2 #!5 GOVT AKGHITFGT AFTEK 6KOUND HA5 PEEN PKOKEN FOP A SOIL INSPECTION PRIOK r0 THE
PREPAKATION OF THE F007-ING5, THE AKGMEG-r SHALL SUPMIT TO rHF PUILDIN6
DEPARTMENT A LETTEK ATTESTING THAT THE 5177E HA5 PEEN 0P5EWED AND rHAr
THE GONDITION5 ENCOUNTERED AWE 51M1W TO rn05E UPON WHICH RIF OE516N
GONG, 'LAB WA5 PA5ED ON THE GONTKAGrOK 5HALL ALSO 5UP1111- COMPACTION 7-E57-5
ON GRADE KEP0KT5 DONE PY ATF5TING LAPOKAM PY,
48'-4(1
°
18' -0" I6' -4"
(5APA (5jf r� o r� 51 r� )ff r Il-
SG�Liff: 3/4„ ,10„
# 5 VERT , REINF IN -
FULLY GROUTED
BLOCK GELL a 48" O.G.
8" MA50NRY BEARING WALL
KEINF. WITH # 9 LADDER TYPE
HOR: REINFORCEMENT a 16" O.G.
GONG. FOOTING
5EE SCHEDULE
FOR 51ZE $ REINF
BEAM REINFORCEMENT P�PI lffjEP F7 (5, CONNECTION IDE7
VERr. R IN a'1VE OF I I
oPENi NT FROM 5GALF, 3/411 11
-1 x'0
FTC, r0 E ABOVE
4
"L" SEE SCHEDULE
THIS SHT.
A N T Y IG L O N /NB 5 GONN GTION P 1 � FOR TE D 1GN, FABRGAT/O5 AND REGT/ON5 OR BUILDING5" A5 fi
APPEARS ON THE MANUAL OP 5r=l- GON5TRUGDON, LATEST EDITION.
B. 'TRUGTURAL STEEL SHAPES, BARS, PLATE' AND PIPES SHALL CONFORM
TO A5Tl 1 A36, FY -36 K5 /,
G. STKIJGrURAL'TEFL TUBING'HALL CONFORM TO ASTM A 46, FY -46 K5/.
7, 57-IPUG7-UI'A1- LUMPEP
A. OUALIIY OF WOOD TO GONFORM WV1 THE FLORIDA BUILDING GODS
B. ALL LUMBER TO BE SOUTHERN PINE,'TRUGTUKAL GRADE N62, OR BETTER
G. ALL WOOD IN C0N7-AG7 -WIrH GONGPM OR MA50NRY'HALL BE
PRESSURE TREATED,
8, WOOD 7-PU55E5
A. TRUSSES TO BE DE5 10NED AND FABRMATED TO MEET THE
9EOUIREMENr5 OF NATIONAL DE516N 5PEGIMAMN5 FOR 57TUGTURAL
GRADE LUMBER MID 1775 FA5TEN/NG5 AND TIMBER CON57TUG7-I0N
57-ANDARD BY 7-PI TRU55E5'HA1L BE OE5I6NED FOR SUPERIMP05ED
LOADS INE)CATEO IN PLAN.
D. TRUSSES 5HALL BE ENGINEERED T O SPAN THE GONFIC7UeAT10N
INV GA7TV ON DRAWINGS PROVIDE (3) GOPlES 24" X 36" OF TRU55
DRAWING-5 AND ENGINEER'S GAL- GULATION5 W1rH SEAL OF REGISTERED
ENGINEER IN THE 5TATE OF FLORIDA FOR ARGMrUGT'S APPROVAL PRIOR
7-0 FAPMArION.
G. ALL ROOF JOl577S TRUSSES, LOOKOUTS AMI 5 6 GIRDERS SHALL BE
SEGURED WfiH APPROVED METAL TIES, GLIP5 AND ANCHORS AT
GONNEGT10N5 (SEE CONNEGrION NOTES ff DETNLS)
NT5
FoOiINC SCf1E0U1T
111WK
5IZE
PEINF0P CEMENT
7-OF
MINK
W.F. - 16
16" X 16" GOW
2 # 5 GONT, ff I # 4 a 12" 7'KAN5,
-21-011
8" X 1211
7-.F; l
8" X 8" COW
I # 5 COW
-01-61'
VEpr. PAR5 HOOKED ON TOP
T,E -Z
8" X I1" GONr
1 # 5 GOVT, TOP e POrr
t 0'-0"
1010
F-1
G X G X 18"
1 # 5 7-0P $ POTr, (E.W.)
-21-011
4#5
F-2
16" X 12" GONI-
2 # 5 GOW $1 # 4 a 12" 7-9'AN5,
-21-011
FG
8" x 811
1 #
VERB PARS HOOKED ON TOP $ POM ENDS 848" 0. G. nAX
F1GLGEUL5W /G01u XE7-E
COLUMN 5CNEOULX
IIAPK
51Zr
REINFOKCEMEW
I'jff11vK
VERTICAL
TIE'
POTT, PL,
TOP PL,
C-/
8" X 1211
4 #!5
I # 3 a 8"
VEpr. PAR5 HOOKED ON TOP
G-2
1611 X 1611
4 # 5
/ # 3 s 8"
1010
VEKT, PAWS HOOKED ON rOP
G-5
8" X 18"
4#5
1 # 5 B 8"
VE,P> , PAK5 HOOKED ON rOP
FG
8" x 811
1 #
VERB PARS HOOKED ON TOP $ POM ENDS 848" 0. G. nAX
F1GLGEUL5W /G01u XE7-E
U
9
N
v-
50/1- 7 -PEA I I EW
rHF DUILDING SHALL HAVE PPE- G0N5MUGr10N -T UA MFNr PPOFEGrION
A6AIN5T SUPrEKWANEAN TERMITES, A5 PEW "FLOKIW PUIVIN6 CODE
5ECTION 18161-1 "A GEKT/FIGATE OF COMPUANCE SHALL OF I55UED r0 rHE
PUILDIN6 DEPAKTMENT PY A LICENCED PE5T CONTKOL COMPANY THAT
CONTAINS THE FOLL0WIN6 5- WEMENr " rnF PUILDIN6 HAS REGEA/ED A
COMPLETE TKENWENT FOP THE PKEVENI-ION OF 5UPTEKKANEAN 7-EW11ITE5 ,
TKEArMENr 15 IN AGGOKDANGE WITH RIF RULF5 AND LAW5 E5r14PU5HFD PY
THE FLOPIPA DEPAKTMEW OFA6KIGULTUKEAND GON5UMEK5EW U5 ",
MW
•
s
1#�OXILYXIT
L J
I
I�
F -1
150X18 "X18"
COKNEIPDAK5
O mn)
N
0
4" GONG ErE 51AP KEINFOKCED WITH 6" X 6" # 1.4X1.4
W,WP, EK ONE LAYFK OF 6 MILL VAPOK PAKKIEK -
OVEKWal- COMPACTED FILL
n0U5EFIN.FIDOK tU-0
+10JG AH51.
14'-0"
WF-16 � I
1 #50X18 "X18"
ayp) n
F -1
I
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N
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I
N
` I I
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I
WF -16 —
FjUyp)
O I#40X5.0" -
29' -411 o G1 11 51 -/j-11 ( 111 O1l I — ( QII
FT
1 F -1
G2 ,' OF SOUTH I MA
FIN.FL.GAi�AGE
WF-16 I I +9fuA 151 I = 3(�JILOING Dc T.
� I
UC:TURAL SEC r10
�) I I I I
1 P ED $Y.
WF-
LL
1
r 5L�16KiGE55.ovEr nEAnoOOe
21 -211 Q1�1, 21 -211
�1 -811 51 -411 I2-, -411
I ,
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KEVI510N5
1
10/02/10
2
3
4
DRAWN PY: ,1',L,, Jr,
DArn
04/2-2/10
JOP No.;
1010
�5-/ of 5