HomeMy WebLinkAbout5843 17th StA 5 and E, INC.
24710 5R 54 LUTZ,
PLORIVA 55Wq
GA 7662
GMU IN -FILL
STRUCTURAL LAYOUT
50ALE : 1/4" = I'-O"
THESE DRAWIN&S ARE AN INSTRUMENT
OF SERVICE BY A 5 and E, INC. USE OF
THESE PLANS, REPRODUCTIONS OF THESE
PLANS, BE IT WHOLE OR IN PART, FOR
ANY PURPOSE, IS PROHIBITED UNLESS
WRITTEN PERMISSION 15 &RANTED BY AN
OFFICER OF A 5 and E, INC.
el
DATE :
6/22/2020
REVISION:
SCALE :
AS NOTED
DRAWN BY :
A54E
PROJECT NO.:
20-065
SHEET DESCRIPTION :
AS SHOWN
THIS SCHEDULE O
USES TH15 SYMBOL.....
STRUCTURAL
CODE I DESCRIPTION
GI 4-PLY 2X6 N0.2 5YP COLUMN WITH (2) ROWS OF IOD NAILS 6" O.G. IN LAYER WITH (2)
SIMPSON HTT22 AT THE BASE
02 RETROFIT FILLED CELL. SEE DETAIL 2/51.
THIS SCHEDULE
USES THIS SYMBOL.....
BEAM SCHEDULE
GODE I DPSGRIPTION
BI 4-PLY 1 5/4" X II 1/5" MICROLLAM LVL 2.OE BEAM WITH (2) ROWS OR IOD NAILS 6"
O.G. IN LAYERS WITH (4) SIMP5ON L5TA24 STRAPS AT EACH COLUMN.
VELAMORA ABRAHAM SERVIN
5845 11TH STREET, ZEPHYRHILLS, FL
ROBERT W. WALL, P.E.
Llamas No.: 46021
m
IT IS THE OPINION OF THE ENGINEER THAT THE
PM16N CONTAINED WITHIN THESE PLANS AND
SPECIFICATIONS WAS P92POWED IN
AGGORDANCE WITN 6TH EDITION (2011)
FLORIDA BUILDING GODE - SECTION 1609. TI$
WIND DESIGN WAS CONDUCTED USING ASGE
1-10.
THE ENGINEERS SEAL PERTAINS ONLY TO THE
STRUCTURAL PORTION OF THIS SET OF DESIGN
DRANUN65 AND IS ONLY VALID FOR 12 MONTHS
AFTER THE DATE IT 15 51644ED AND SEALED.
A 5 and F, INC.
24110 SR 54 LUTZ,
FLORIDA SSW
GA 1662
EX 15T I NG COND I T I ON5
A FOOTING ►W(2) #5 REBAR
B FILLED K.O. BLOCK W(l) #5 REBAR
5TEF5:
5AW GUT FAGS OF BLOCK 5 1/2 GOARSES UP ® BASE
ABOVE FOOTING
5AW OUT FACE OF BLOCK 5 1/2 COARSE5 DOWN ® TOP
2 BELOW K.O. LAYER
DRILL AND EPDXY 50" LONG #5 REBAR W/b" MIN EMB. PER
SIMPSON SET EPDXY RECOMMENDATIONS INTO FOOTING
DRILL AND EPDXY 50" LONG #5 REBAR A/W MIN EMB. PER
4 51MPSON SET EPDXY RECOMMENDATIONS INTO K.O. LAYER
5 INSTALL #5 REBAR IN/25" LAP a TOP AND BOTTOM
6 FORM AND POUR Al 2500 PSI CONCRETE
THESE DRAWIN65 ARE AN INSTRUMENT
OF SERVICE BY A 5 and E, INC. USE OF
THESE PLANS, REPRODUCTIONS OF THESE
PLANS, BE IT WHOLE OR IN PART, FOR
ANY PURPOSE, 15 PROHIBITED UNLESS
WRITTEN PERM155ION 15 &RANTED BY AN
OFFICER OF A 5 and E, INC.
RETROFIT FILLED CELL DETAIL
SCALE : 1/4" = 1'-0"
DATE :
6/22/2020
REVISION:
SCALE :
AS NOTED
DRAWN BY:
ASdE
PROJECT NO.:
20-065
SHEET DESCRIPTION :
AS SHOWN
DELAMORA ABRAHAM SERVIN
5843 IRTH STREET, ZEPHYRHILLS, FL
ROBERT W. WALL, P E.
License No.: 46021
IT 15 THE OPINION OF THE ENGINEER THAT THE
DESIbN GONTAINm WITHIN THESE PLANS AND
SPECIFICATIONS WAS PERFORMED IN
ACCORDANCE WITH eTH mirloN (2on)
FLORIDA BUILDINb GODS -SECTION 1609. THE
WIND DESIbN rugs GONDUGTm uSINb ASGE
T-lo.
THE ENGINEERS SEAL PERTAINS ONLY TO THE
STRUCTURAL PORTION OF THIS SET OF DESIbN
DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS
AFTER THE DATE IT 19 SIGNED AND SEALED.
S2
51MP50N MT5MI6 STRAP
AT GMU WALL
EXISTING MASONRY HALL
A 5 and E, INC.
24-710 SR 54 LUTZ,
FLORIDA 5555q
GA '1662
4-PLY 1 5/4" X 11 1/5" MIGROLLAM LVL 2.OE
BEAM WITH (2) ROWS OR IOD NAILS 6" O.G.
IN LAYERS WITH (4) SIMPSON LSTA24
STRAPS AT EACH COLUMN.
2X8 NO2 5YP J015T 16"
O.G. (TYPICAL) - I
4-PLY 1 5/4" X It i/8" MIGROLLAM LVL
2.OE BEAM WITH (2) ROW5 OR IOD NAILS
6" O.G. IN LAYERS WITH (4) SIMP50N
L5TA24 STRAPS AT EACH COLUMN.
SIMPSON A55
4-PLY 2X6 NO.2 SYP
COLUMN WITH (2) ROWS OF
100 NAILS 6" O.G. IN
LAYER WITH (2) SIMP50N
HTT22 AT THE BASE
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
EXISTING LINTEL
GARAGE OPENING TO BE RETROFIT FILLED CELL
FILLED IN (BY OTHERS) (SEE DETAIL)
CONNECTION DETAIL 2
SCALE: 1/2" = I'-O" 53
THESE DRANIN65 ARE AN INSTRUMENT
OF SERVICE BY A 5 and E, INC. USE OF
THESE PLANS, REPRODUCTIONS OF THESE
PLANS, BE IT WHOLE OR IN PART, FOR
ANY PURPOSE, 15 PROHIBITED UNLE55
WRITTEN PERMISSION 15 GRANTED BY AN
OFFICER OF A 5 and E, INC.
DATE :
6/22/2020
REVISION:
SCALE :
A5 NOTED
DRAWN BY:
AS*E
PROJECT NO.:
20-065
SHEET DESCRIPTION :
AS SHOWN
VELAMORA AE RA14AM SERVIN
5845 I-ITH STREET, ZEPHYRHILL5, FL
2X8 NO.2 5YP
JOIST I6" O.G.
(TYPICAL)
1 ROBERT W. WALL, P.E.
Ltaonso No.: 46021
SIMPSON MTSMI6
STRAP AT GMU HALL
EXISTING MASONRY WALL
IT IS THE OPINION OF THE ENGINEER THAT T-E
DESIGN CONTAINED WITHIN THESE PLANS AND
SPECIFICATIONS WA5 PERFORMED IN
ACCORDANCE KITH 6TH EDITION (2019)
FLORIDA BUILDING CODE - SECTION 16001. THE
KIND DESIGN KAS GONDUGTED USING AWE
T-10.
THE ENGINEERS SEAL PERTAINS ONLY TO THE
STRUCTURAL PORTION OF THIS SET OF DESIGN
DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS
AFTER THE DATE IT 15 SIGNED AND SEALED.
S3
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