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1"x6" T&G. SYP No.2
CEILING. BLIND NAIL
INTO EACH CEILING JOIST
3pcs 2"x8" P.T. SYP No.2
HEADER BEAM. SPLICE TOGETHER
w/ 3 ROWS 12d COMMON WIRE
NAILS 0 12" O.C., EACH SIDE
2pcs SIMPSON H2.5
CLIPS EACH FLOOR
JOIST TO FLOOR BEAM
FASTEN w/ 10-lOdxi'/2"
NAILS
2x8 P.T. SYP No.2
BAND BOARD. FASTEN w/ 4pcs
12d COMMON WIRE NAILS INTO
EACH JOIST
3.5"x11.25" 2.0E
PARALLAM PSL
F100R BEAM
1pc SIMPSON CBSQ66-SD52 EMBEDDED
POST ANCHOR w/ 14pcs '/4"0x2"
SOS SCREWS
12"x12" CMU PIER w/
2-~5 VERTICAL DOWELS
w/ STD. 90' BEND INTO
FOOTING
4'-0"x4'-0°xl'-4"d
CONCRETE FOOTING
w/ 4-5x3'-6" EACH
war =
8'-1 7/8"
2`x8" P.T, SYP No.2 1pc SIMPSON A35 EACH
RIDGE BEAM SIDE OF RIDGE BEAM
12 '/s" CDX PLYWOOD ROOF
" P.T. SYP No.2 SHEATHI G, FASTEN w/ 8d
ERS 0 24" O.C. 6 COMMON WIRE NAILS 0 4" OC
EDGE 4' OC FELD
j 2°x6° P.T. SYP° No.2 ~ ~ L 2pcs SIMPSON H2.5
I CEILING JOIST 0 24 O.C. I CLIPS EACH RAFTER
FASTEN TO RAFTEWR w/ 8-12d TO ROOF BEAM, FASTEN
COMMON NflRE NAILS EACH END. w/ 10-10dx1'/Z" NAILS
6x6 P.T. SYP No.2 POST
4pcs SIMPSON MSTA24
3/," TdcG PLYWOOD, GLUE STRAPS FROM ROOF BEAM
i AND FASTEN W/ 10-d COMMON ~ TO POST, FASTEN w/
I WIRE NAILS 0 4" O.C. I 18-10d NAILS
~ EDGE AND 6" O.C. FIELD ~
2x8 P, T. SYP No.2-~ I~-4pcs SIMPSON MSTA36
FLOOR JOISTS 0 I6" O.C. I STRAPS FASTEN w/
j 26-10d NAILS
I (SIMPSON CS16
~ STRAPS MAY BE
-6x6 P.T. SYP No.2 POST SUBSTITUTED FOR
SIMPSON MSTA36
~,T STRAPS)
11'-7 1 /2" 11'-10 1 /2"
12"x12" CMU PIER 12`x12" CMU PIER w/
(TYPICAL 3 LOCATIONS) 2-~5 VERTICAL
(TYPICAL 3 LOCATIONS)
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3'-0"x3'-0"xt'-4"D r~i M
CONCRETE POST FOOTING ~
w/ 4-~5 x 2'-6' EACH WAY j I
~ 'c r--- ---------i 6"x6" P.T. SYP No.2 POST
~ I (TYPICAL 3 LOCATIONS)
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4'-0"x4'-0"xl'-4"D I 1
CONCRETE P05T FOOTING ~-------------~
w/ 4-~'5 x 3'-6" EACH WAY
(TYPICAL 2 LOCAl1pNS}
WALKWAY FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
23'-9"
1
S-7 2"x8" P.. SYP
No.2 BAN BOAD
NEW THREE
STORY RESIDENCE
EXISTING 2"x12" P.T.
1pc SIMPSON HUS412 SYP No.2 WAIT LEDGER
FACE MOUNT HANGER w/ s/e"¢ ANCHOR BOLTS
0 12" O.C.
CONCRETE PA110
SLAB ON GRADE
DESIGNED BY OTHERS
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SECTION
S-7 SCALE: 3/," = 1'-0"
3. "x11.2 2.0E ARA M
P BEA
2"x8
P,T.
No.
BOOR
IST
016
O.C. a
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3.
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2.0E
AR
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VERIFY/MODIFY EXISTING W LL
FRAMING. PROVIDE 4pcs 2"x4" 6"x6" POST
SYP No.2 STUDS, MINIMUM AT (TYP. 3 LOCATIONS) 2"x8" P.T. BAND BOARD
BEAM BEARING LOCATION
WALKWAY FRAMING PLAN
SCALE: 1/2" = 1'-0"
2 -0" lpc SIMPSON HUS412
FACE MOUNT HANGER
11'-10 1 /2"f 11'-10 1 /2"t
1pc SIMPSON HGUS28-3
1 FACE MOUNT HANGER w/
g-7 30-16d COMMON WIRE NAILS
3p 2"x8' P. SYP No.2 EADER BE M.
SP E TOGETH W/ 3 R 12d C MON
WIR NAILS 0 " O.C. EA SIDE
2" " P.T. S No.2 RAF RS 0 24" .C.
w/ 2"x6 P.T. SYP 0.2 CEIIIN JOISTS 0 4" O.C. ~
r
i
x6" P.T. No.2
POST 3pcs 2"x " P.T. SYP Na.2 HEA R BEAM.
SPLICE T ETHER W 3 ROWS i d COMMO
WIRE NAI 0 12" 0 EACH SI
ADDITIONAL NOTES
1. THESE PLANS ARE DESIGNED TO BE IN COMPl1ANCE 1MTH THE STANDARDS ESTABLISHED IN SEC110N
166-33.007 FLORIDA ADMINISTRATIVE CODE.
2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SEC110N 6,
ANSI/ASCE 7-88 (JULY 1993) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH.
3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE
DESIGN AND SPECIFlCATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR
BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2.
6'x6" P,T, SYP No.2 ~ I 9'-10 7/16"
POST OVER EXISTING 2"x8" P.T. SYP No.2
WALL FRAMING RIDGE BEAM
WALKWAY ROOF FRAMING PLAN
SCALE: 1/2° = 1'-0"
2'-O" `-ipc SIMPSON HGUS28-3
FACE MUUMT HANGER w/
30-16d COMMON WIRE NAILS
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REVISIONS BY
REISSUE CCK
02 07 03
REISSUE CCK
06/06/03
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