10-359-009Gcncral -':,-)Iruclural Nolc-,5
1. C7�Ni�'f�L
GONG, REAM
A RYE CONTRACTOR SHALL FIELD CHECK ALL DIMENS1ON5 ON ME
811 WALL
5T RUCTURAL DRAW /NG5 AND VERIFY SAME ON rnE ARGn1T`EGTURAL
HOOK AT
5E> : ARCHITEGTURAL DETAILS SucH A5; 5LAB DEPRE55/ONS,
OF G
TERMINATION OF GOL
WATERPROOF1N6, CUiRBS, MEGHANK:AL OPENINGS, FA5GIA FRAMING AND
2#4
MIGING SHALL DE INSTALLED A5 SHOWN ON THE ARGnIrECrURAL 5ET.
2
ro 81-0"
COL. REINFORCEMENT
B. THE GONTRAGTOR SHALL BE RE5PON51DLE FOR 5HORlNG AND BRACING
8 TIES A5 NOTED IN
TO ENSURE SAFE WORKING GONDIrION5 AT ALL TIMES. ALL
COL, SGHEDULE
CON5TRUCTI0N SHALL CONFORM TO THE FLORIDA BUILDING CODE
A STRUCTURAL 51AB5 ff WAI L5
2, CONGPETE
F-1
A ALL GAST -IN -PLACE CONGPETE IN THIS JOD 5nALL ATTAIN A MINIMUM
1 # 5 TOP $ DOri, (F.W.)
GO1'1PRE55I1E 5- MMOT -n (F'G) AT 28 DAYS OF 3000 P5J)
COL, DOWELS SAME
F-2
A5 VERT. DABS
B. CONGRETEWORK SHALL GONFORI7TO ALL REOUIREIlCNT5 OF AGl30l-
HOOK THEM ff TlE TO
LATEST EDIr10N 5PEC;1rrAT1ONS FOR STRUCTURAL GONGRETE FOR BUILDING,
DOTr. REINF.
3. PEINFOPC /N6 STEFLr
'
R REINFORCING STEEL 5nALL DE DETAILED AND PLACED IN ACCORDANCE
l l/2
WIM AGl 3/8- LATEST ED.
5. 17A50NP'
B. REINFORCING 57-EEL SHALL DE DEFORMED DABS CONFORMING TO A57-11
s
A 615 GRADE GO UNLESS OTHERWISE NOTED
AQUAUTY OF AT
0
4
a °.
°• Q a °. a-
. ° A a . .d
• z
3" Ml
GONG. FOOTING,
G. ALL WELDED WIRE FABRIC SHALL CONFORM TO A5T/7 A 185, FOR 512E ff RE /NF.
(SEE SCHEDULE)
D. REINFORCING TO DE SECURELY IN P0517-ION WIrH STANDARD
AGGE550RlES DURING PLACING OF CONCRETE.
F7—(5, TO COL,
E, ALL BOTTOM DABS SHALL BEAR G" MINIMUM OVER 5UPPORr5,
4, MIN CON. OVEP EfINFOi 'LING MIN. GLjffiIK GOVEE(IN) CONNECT ION O fIl,
NT5
A CONCRETE A61VN5T ff PERMANENTLY 3
"ll=1li
G 1711-L VAPOR
DARRIER
WELL GOMPACTED FILL J
OPOP / T WiNDO 5 (F POOP-'5
007-7-OI"I PEINFOPCEIIEW
EXP05ED TO EARTH (UNFORMED FACES)
FEINPOPGING
811 WALL
B. GONGiPEiE EXPOSED 7-0 EARTH OR WEATHER
2 #3
ro 5' -0"
(FORMED FACES),,
TO G' -O"
2#4
A #G DAR5 AND LARGER
2
ro 81-0"
B. #5 BARS AND SMALLER
-01-611
VENT ,PN5 HOOKED ON rOP
G. NOT IN CONTAGT WIRI GROUND
8" X 11" COW
1 # 5 GONl ; r0P ff DOTr
A STRUCTURAL 51AB5 ff WAI L5
3/4
F-1
B. DEAPMS AND COLUMNS
1 # 5 TOP $ DOri, (F.W.)
8" X IS"
(PRIMARY REINFORCEMENT, TIES
F-2
16" X 12" GONI ,
5TlRRUP5 8 SPIRALS)
l 1/Z
FG
G. SLABS ON GRADE OVER VAPOR
1 # 5
BARRIER
l l/2
Vm ps5n05KED ON rOPBDOTr. END5 o48" 0.G.11AR
FILLGE145W/GONGME
5. 17A50NP'
s
A HOLLOW CONCRETE 11A50NRY UN17-5 5nAL1- DE OF
AQUAUTY OF AT
I
LEAST EQUAL TO THAT REQUIRED DY A5TM G 90 "57]ANOND
"ll=1li
G 1711-L VAPOR
DARRIER
WELL GOMPACTED FILL J
OPOP / T WiNDO 5 (F POOP-'5
007-7-OI"I PEINFOPCEIIEW
GI-EA' SPAN
FEINPOPGING
811 WALL
UP O 4' -0"
2 #3
ro 5' -0"
2 #3
TO G' -O"
2#4
70 /' -O"
2 #5
ro 81-0"
2 #6
SPEGIFIGATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS ".
UNITS ".
B. ALL MORTAR SHALL COMM Y WITH Tnr PROPERTY AND PROPORTION
SPECIFICATIONS OF A5rM G 290. EXCEPT THAT SLAG CEMENTS SHALL TOP OF BEAM
NOT BE USED. MORTAR FOR EXTERIOR WALL5 5HAL1- DE TYPE M. FOR
INTERIOR LOAD BEAR /NG WALLS THE MORTAR SHALL DE TYPE M OR 5.
FOR INTERI09 WALL5 ABOVE GRADE AND NOT SUPPORTING
LOADS THE MORTAR 5KNJ- BE TYPE M, 5, OR N.
G. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO GELLS Ar
THE SETTING LOCATION SHALL BE FILLED WITH CONCRETE.
D. GROUT FOR MASONRY UNITS 5HALL GONFORM TO ASTM G 416 AND SHALL
ATTAIN AGOMPRE55NE 57-RENGT1 OF F'G 3000 P51 Al- 28 DAYS.
E PRISM STRENGTH OF MA50NRY UNITS SHALL BE MIN /MUM OF F'M- WOP5J.
F. MAX /MUM POUR UFT FOR MASONRY UNrrS AND GROUT POUR HEIGHT
SHALL
or 4' -0"
I L
G. SLUMP 9" + I
(BEARING EA END)
PUGTU'tL ST�L G, ST
"
REAM REINFORGEMENT
VER% R IN a SIDE OF
OPEN / NT FROM
FTG. TO E ABOVE
TOP OF
2 #SCOW
GONG. SLAP
ON GRADE
•e °
GRAY OWOPPEO 5LAP OFF -All,
5GALF, 3/4" ,11-011
DEARINC WALL
VERT , REINF IN
FULLY GROUTED
OLOGK CELL a 48" O.G.
GONG. FOOTING
5EE 5GnEDULE
FOR SIZE e RE /NF
CONG.SLAD
II•= If= II =11=
U
a `
N
Q
Q �
J Q\ v
O 3 �
w
Ac
WMATARTA
PEP1MffEK' FTC, GONNEGTION Dff&
"L" SEE SGnEDUL E SG�/ 3/411.11 -011
THIS SHT.
A FORK TnTE DESIGN, FABRIGATlON5 ANDMEREGr1ON5 OR BUILD /NG5" A5 Ir TYPI GA� OPENI NG5 GONNEG7—I0N l-/ ff L—
APPEARS ON THE MANUAL OF STEEL CON57]RUGTION, LATEST EDITION.
B. STRUCTURAL STEEL SHAPES, BARS, PLATES AND PIPES SHALL CONFORM
TO A57-1-1 A3G, FY 36 K5 /,
G 5TRUGTURAL STEEL TUBING SHALL GONFORM TO A5TM A 4G, FY -46 K51.
7 57-1'UGTUPAl- LU11PEP
A QUALITY OF WOOD TO GONFORM WITH THE FLORIDA BUILDING CODE
B. ALL LUMBER TO BE SOUTHERN PINE, STRUCTURAL GRADE Not, OR BETTER
G, ALL WOOD IN CONTAGT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
8, WOOD 7-PU55E.5
A 7RU55E5 TO BE DE5 /GNED AND FABRK:ATED TO MEET THE
REQUIREMEN775 OF NATIONAL DE516N SPECIFICATIONS FOR 57-RUGTUM-
6RADE LUMBER AND Ir5 FASTENINGS AND TIMBER CONSTRUCTION
STANDARD BY M. TRUSSES SHALL BE DE51GNED FOR SUPERIMP05ED
LOADS INDICATED IN PLAN,
B. TRUSSES SHALL BE ENGINEERED T 0 SPAN THE CONFIGURATION
INDr,ArED ON 0RAW/NG5, PROVIDE 09 COPIES 24" X 36" OF MU-'55
DRAWINGS AND ENOINEER'S CALCULATIONS WITH SEAL OF REGISTERED
ENGINEER IN THE STATE OF FLORIDA FOR ARGn1rECT'S APPROVAL PRIOR
TO FAPPICATION.
G. ALL ROOF JOISTS, TRUSSES, LOOKOUrS, BEAMS ff 6IRDER5 SHALL BE
SECURED WITH APPROVED METAL TlE5, GUPS AND ANGHORS AT
GONNEGrIONS (SEE CONNEGTION N07-r-'5,? DETAIL5)
NT5
FOOTING 5018 -)ULE
I11WK
SIZE
PEINFOPCEMENT
7-,OF,
MINK
W 1=, - I6
16" X 16" GOW
2 #!5 GONr 1 # 4 a 12" TRAN5,
,01-011
8" X I2"
7T-1
8" X 8" WK,
I # 5 GONr,
-01-611
VENT ,PN5 HOOKED ON rOP
7T2
8" X 11" COW
1 # 5 GONl ; r0P ff DOTr
� 0' -0„
F-1
6'X 6' X 18"
1 # 5 TOP $ DOri, (F.W.)
8" X IS"
4 # 5
F-2
16" X 12" GONI ,
2 # 5 GON> : ff I # 4 12" TNAN5.
-2,-0,,
FG
8° X 8"
1 # 5
Vm ps5n05KED ON rOPBDOTr. END5 o48" 0.G.11AR
FILLGE145W/GONGME
s
I
I
C01M I N 5CflE0Ul E
IIAPK
SIZE
NEINFONGEMENT
MINK
VERTICAL
rlE5
007r PL.
TOP PL.
G -1
8" X I2"
4#5
1 # 3 %8"
JOp No,; 1010
VENT ,PN5 HOOKED ON rOP
G -2
16" X 16"
4#5
1 # 3 %8"
VENT ON5 HOOKED ON TOP
G-5
8" X IS"
4 # 5
1#5#8"
I
MT. PJAN5 HOOKED ONT0P
FG
8° X 8"
1 # 5
Vm ps5n05KED ON rOPBDOTr. END5 o48" 0.G.11AR
FILLGE145W/GONGME
s
I
I
IR
N
501E 7-PEA7_1 TENT
501 � ST T NT RIE DUILDIN6 5I1ALL tlAVE PRA- GON5Tl� UGTION 7- PEATMENr P1'OrTGrION
VISUAL INSPECTION OF ThE EXISTING 501E I� EVEALS U6Y1 r SAND AND UMEI�OGK WIiYI AGAINST SUDrEKI'ANEAN TERMITES, A5 PER " FLORIDA P�UILD /N6 GODS
AN ALLOWABLE DESIGN GAPAGI r1' OF 2,000 P5 GONrRAGtoR SCiALL CONTACT ThE 5EGTION 1816.1.E " A GERT/FIGATE OF GOMPUANGE 511ALL DE ISSUED TD THE
NUIITEGT AFTER GROUND 1"lA5 PEEN PROKEN FOR A 501E IWEGPON PRIOR TD PIE PU /LD /N6 DEPARTMENT DY A LIGENGED PEST CONTROL COMPANY ttiAT
PREPARATION OF PIF F007-/N653TitE NGI117-EG7- 511ALL 5U6i71T TO THE BUILDING GONrAIN5 7-HE FOLLOWING 57-ATEMENI :11ME PUIMN6 HA-5 REGENED A
DEPARTMENT A LETTEN ATTESTING TnAr ME SITE nA5 SEEN 005ENVED AND TnAr GoMPLErE TREATMENT FOP ThE PREVENTION OF 507- MANEAN 7ER171TE5 ,
tf1E CONDITIONS ENGOUNTENED ARE SIMILAR TO T1105E UPON WflIGh rhE DESIGN TREATMENT 15 IN ACCORDANCE WITH rfiE NULES AND LAWS ESTADL15r1ED PY
We DASED ON rhE GONTNAGTON 5hALL &LSO 5UDM1T GOMPAGrION rE5r5 THE FLORIDA DEPARTMENT OF A6NIG1lLTUNE AND GONSUMEN SENVIGES
REP09T5 DONE PAY ATE5rIN6 WORATONY.
9-8,-4„
18' -0" 16' -4" 141-0"
4 I WF -16 _
1 #50x18 °x18°
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W.WF ER ONE LAYER OF 6 MILL VAPOR DANNIEN -
OVEN WELL GOMPAGTED FILL
nOU5FFIN.FL00R tW-0"
+9.6T AnSL
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