HomeMy WebLinkAboutFoundation Plan & Details5TRUGTURAL NOTES:
• 501L BEARING CAPACITY MIN. 2500 PSF
• ALL 5TRUGTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 3000 P51
AT 25 DAYS.
• ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING A5TM 5PE05 A-615
• MIN. GONG. PROTECTION FOR RE-5AR5:
FT65:3" BEAMS:1V SLABS: 1"
• LAP REINFORGIN6 BARS 30 INCHES MINIMUM
EXPOSURE "G" - 1-70 MPH 3 SEC GUSj
PROVIDE 3OX30 6
ALUM A0GES5--
NOTE: DOOR.
THE FOUNDATION/PIER SYSTEM 15 DE516NED
TO RF-515T FLOOD ELEMENTS OF FLOTATION,
GOLLAP5E AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXP05URE "C" LOCATIONS.
ACGE55 DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FR.
SECURED WITH #10 X 2" SHEET METAL 5GREW5,
WITH A HALF-Z WRAP (#5 X 3/4" TEK5 ON THE FACE);
DOOR 5LAB 15 50REEN DOOR MAINFRAME #10 X 1" SHEET
METAL 5GREW5 INTO AN INTERNAL ALUMINUM CORNER WITA
.024 STUCCO COIL FOR THE FACE OF THE DOOR. ATTACH,U
TO FRAME WITH 2 STANDARD SCREEN DOOR OFF5ET HINC
STANDARD SCREEN DOOR LATCH FOR HARDWARE. .
CONCRETE THICKENED EDGE:
S"D X 5"W YV/ (1) #5 RB CONT
CONCRETE EXTENSION
G REQUIRED ALONG ENTIRE
6' LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
SECTION E3-5
SCALE: 3/4" = 1'-0"
UNIT TO BE
TIED DOWN
HYDRO VENT
(5) THI5 SIDE
PROVIDE 5OX50
ALUM ACCESS
-
-T-
.-
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=T =tfII tv t—
F— —Ic-r L —1—
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SEE STAIR DETA
$ DECK DETAILS
HYDRO ENT .
THIS SIDE
36" 16H
;l_A-VIN RAIL
tt5
PROVIDE BOX30 I��
ALUM ACCESS-�"'T I
R1
3'
HYDRO VENT
(5) THI5 SIDE
PROVID /8" TOU6HROCK
FIRE GUA GYP. BOARD
(BOTH SIDES MALL)
(U305) 1 HOUR AAtL.L
ON ZERO LOT LINEbVE
TIE-DO^N /F I ER REQU I REM EN TS
SCALE: 1/4" = I'-O"
PROVIDE (2) #9 X 2-'
2X 5YP
DECK 5GREW5 TOE NAILED
V
AT EACH VERTICAL MEMBER
OF KNEE PNALL
TIE DOWN STRAP
PER SPECIFICATIONS
YlIALL COMPLIES WITH UNIT
MANUFAGTURER'5 PERIMETER
YHALL BLOCKING REQUIREMENT
-BEAM
HYDRO VENT
SEE PLAN
b" X all X 16"
2X4 P.T. 5YP KNEE Y'1ALL W/ STUDS 0 16" OG
GB5 BLOCK
W/Yd'x3" TAP -DONS 24' OC-"
PIERS '
(BOTTOM PLATE) W/ 1 , GDX PLYWOOD COVERED
W/ /8" CEMENT BOARD YV/ IN TYVEX W/ HARDI LAP SIDING
4" SLAB YV/ RB
xx I-
4 H w
SEE TIE -DOWN/
m >
PIER REOUIREMENT5
n L
MI052 ANCHOR
%"x-I" WEDGE ` CONCRETE THICKENED EDGE:
5"D X 5"W A/ (1) #5 RB CONT
(SEE DETAIL) ANCHOR (RED HEAD) O�G
fu�P \ JP
�k Q
SECTION A -A
PROVIDE MIAMI TECH
GUTD BRACC KETS
GONDEN51N6 UNIT
(5) SELF TAPPING
METAL 5GREW5
3/6' X 1 Y4' TAPGON
A/C TIE -DOWN DETA CONCRETE FAD
I -BEAM
PART # 59002
5TRAP/5WIVEL
CONNECTOR
y FACTORY
WELDED
BRACKET
FRAME ATTACHMENT FOR FACTORY BRACKETS
GONGRETE
UNIT WT3560 LB5.
55.5 #/ FT
(1) Y4' X 2Y4' L6. TAPCON PER BLOCK '
8 (2) AT CONCRETE: 180 LB5.
PIER DETAIL
3-BOLT
50ME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS
FOR LON61TUOINAL ANCHORS. ATTACH THE 57RAP/51/4IVEL CONNECTOR TO
THE FACTORY BRACKETS U51NO A 2" GRADE 5 BOLT & NUT. ANCHORS/TIES
MUST BE IN5TAL.LED TO PROVIDE A 450 OR LOWER 5TRAP ANGLE.
CONDENSING UNIT
SIMP50N M5TG5.2
8X16 BLOCK
4 COUR5E
(2) #14 5HEET METAL
51-REW5 TO CONDENSING
UNIT. 200 LB. 5HEER
WORKING GAPAOTY
P05T
PIGKE
1X2-3/4"
ONE
(5) THI5 SIDE
39'-O"
5-4" 5-4" 5-4" 5'-4" 5-4" 5'-4"
1'-4"
❑ ❑ ❑ ❑ ❑ ❑ ❑
I PROVIDE Y2" MACHINE BOLT THRU I -BEAM I
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MI052 ANCHORS AT CONCRETE
AS 5HOY4N
I (SEE TIE DOWN ENGINEERING
C:V= FOR D_E NFORMATI
- - - - - - -
---- IT❑ -�--- n - - o - - o - - a -�- ❑ th
4" 3'-9" 1 4,_�,4'_S""4'_5z'.4l-��. 4'-51„ 4,_„ 5,_3„
Til
E�-------------------�----�-- g��
I
IDE Y,' MACHINE BOLT THRU I -BEAM
5"x16" CONCRETE FOOTING I YV/ (2) TIE DOWN 5TRAP5 AT BOLT
Yll/ (2) #5 RB CONTINUOUS (2) MIG52 ANCHORS AT CONCRETE I ?
I A5 SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
60
to
a, I
- — - — - — - — - 'ACT WINDQW - — - — -
]'_4" 1'_4"
6uM'w10d
5EE SHEET 5-2 FOR aUnPOoo^j„3
5T
G ROOM Ffi�MING
R.
HYDRO VENTS IN KNEE WALL TO BE SCALE: 1/4° r—O°
MODEL F5 1605 (80.7 50. IN. NET)
PER 322.2.2. (1) 50. IN.
FOR EACH 5Q. FT. OF ALL MATE91A1L BELOW FLOOD MUST BE CONSTRUCTED
ENCLO5E1;) AREA.
EACH VENT COVERS ao 5a. FT, WITH FLOOD RE515TANT MATERIAL, IN ACCORDANCE WITH
PER PRODUCT APPROVAL.
SECTION R322 OF THE 2020-1 (7TH EDITION) RE51DENTIAL BUILDING CODE.
535 5Q. FT. / 80 = 10 VENTS
4X4 5YP POST
PER 408.2. EXCEPTION (1) SQ. ".STAIR DETAIL
PER 1500 5Q. FT. OF FLOOR ARE I I 2X6 5YP DECK
WITH VAPOR BARRIER. JOISTS ®16" OG
(1) 50. FT. = 144 5Q. IN. I I I I m
NET VENT AREA 15 80 SQ. � GOMP051TE DECKING
ATTACHED W/ (2) #10 2X6 5YP STRINGER
144 / 80 = 2 VEN 75 GALV DECK 50REW5
AT EACH BEARING POINT 3'-6"
2-#10 X 1" NON-GORR051VE
5.M.5. @ EACH PICKET
CONNECTION.
TOP PLATE TO P05T 8
POST TO CHANNEL W/
#10 X 1-)/y 5.M.5.
NOTES: HANID RAIL DETAIL
2-6ALV. BOLTS 5e'-11
kX/ HEX. 5Q. NECK W/ NUTS
TEN51ON BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
5/e'x1" WEDGE ANCHOR
(RED HEAD) TEN51ON BOLT LABELE
VERTICAL TENSION.
#10 5.5.5. MIN.
2" EMBEDMENT.
4-REQ'D.
M IG52 ANCHOR
BY: TIE DOWN ENGINEERING
MAX UPLIFT PER COMPOSITE
DEVICE 15 4,750 LB5 DEGKIN6
2X5 5YP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) #10
DECK FRAMINO DETAIL AT EACH BEAR N6 POENT
SCALE: 1/4" 1'-0"
2X5 5YP DECK J015T
SUPPORT W/
(2) %" GALV LAG 5GREW5
VINYL 2X2 RAIL P05T AT GARAGE DECK OR
ATTACHED TO VINYL (2) Y2" GALV MACHINE
CASTERS BOLTS
AT EXTERIOR DECKS
Y3" 5.5.5. MIN. 1"
EMBEDMENT.
4-REQ'D.
2X6 5YP
STRINGER DECIG CONNECTION DETAIL TYPICAL ELEVATION5 FOR DEGK5
SCALE: 1/2" I'-O" N.T.S. (FOR VISUAL PURPOSES ONLY)
51MP50N FACE MOUNT
HANGER LU26
- 2X6 5YP DECK
JOISTS 0 16" OG
LENGTH VARIES
51MF50N
STRAP
2X6 5Y7 5TRINOER
SIMP50N LU25 AT STAIR
5TRINC,ER5 TO 2XE5 DECK
J015T SUPPORTS OR
(2) 3/s" 6ALV LAC, 5GREW5
AT 5TRIN6ER TO P05T
2X COMPOSITE DEGKIN6
ATTACHED YV (2) #10
6ALV DECK 5GREW5
AT EACH BEARING POINT
4X4 PT P05T W/
SIMP50N AB44
'5
2X12 5YP 5TRIN6ER
2X12 SYP STEP
1X5 5YP W/
DECK 50REW5
3/6 X 3" 6ALV.
HEX 5GREW5
4-REQ'D.
:R
N6LE
"APGONS
TREAD
+ 1" NOSE
STAIR DETAIL NOTE:
HANDRAIL BRACKETS OR BALUSTERS
N.T.S. SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO C,RA5PABILITY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER.
RAILING BASE
CONCRETE J
Y2' WEDGE ANCHOR
A/ 5" EMBEDMENT MIN
m
i
#8 C,ALV 5GREW5
(2) EACH 51DE
4X4 5YP POST ATTACHED
TO GONG W/ SIMPSON
AB44 P05T BASE
HANDRAIL HAS CIRCULAR
GR055-5ECTION
W/ 1-Y4" TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY NV
FBG 2020 (TTH EDITION)
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
PE51ON GORE FBG — 2020 (`iTH EDITION)
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DO(UnETIT DATE::
11.9.2021
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SHEET TITLE:
FOUNDATION
PLAN & DETAILS
SHEET MUAWD
TYFI GAL WALL SECTION
SCALE: -114- = I'-0"
HATGHIN6 DENOTES
A55EMBLY
5IMF50N H5 5TRAP5 AT EACH STUD TO
SEAM ATTACH TO STUDS AND BEAM
iON 5TRON6 DRIVE FRAMING 5GREW TO WOOD
SON 5TRON6 DRIVE XM 50REW TO ALUM.
X9 ALUMINUM BEAM
IN6 TO BOTTOM OF
,LUMINUM BEAM
SOARD 51DIN6 OVER "HARDIE WRAP OR EQUIVALENT"
BOARD ON
(WOOD ON
161,00
b DETAILS TH15 SHEET FOR FA5TENIN6 INFORMATION
>5T STUD TO EXI5TIN6 4X4 P05T W/
rAL 5GRE N5 6" FROM ENDS 8 12' OG
5PH4 AT EACH STUD
5E PLATE
=-GON5 @ 24" Or -
EXTENSION
ALONG ENTIRE
CARPORT
FOOTING
TINUOU5
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FLOOR FLAN_
SCALE: 1/4" = I'-0"
2xh STP WOOD
FASTEN 5TUD5 TO
DBL TOP PLATE W/
SIMPSON 5PH6
FILL ALL HOLES W/
10d NAILS
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(SEE FLOOR PLAN)
LB1 Architecture
AA26003774
(MIN 2X10 HEADERS YV Y,' T SW HAI K�I /�Il�nl I�
PLYWOOD FLITGHIN6 FOR JI VVVV 1 �HLI\ LL HV U
FLUSH MOUNTING OF DRYWALL POPT SQII IT OGI FL 3495.E
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CONTINUE STRAPPING www.lbjdr(hk(ture.(om
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HEADER 9 16" O.G.
FA5TEN JAGK5 TO OF FL
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FILL ALL HOLES W/
16d NAILS
�A 14248
PROVIDE DOUBLE STUDS FIST �l`
UNDER ALL BEARING WALL ERED N
HEADER OMNIN65 U.N.O.
PROVIDE SINGLE STUD
UNDER 5-0" OPENING
FASTEN STUDS TO
BASE PLATE W/
51MP50N 5PH6
FILL ALL HOLES YV
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WOOD HEADER DETAIL
HardiePlank® Lap Siding
WATER RESISTIVE FARRIER
HardleWrap TM or Equivalent
MIR 1 1/4" OVERLAP
REVIEWED FOR
CODE COMPLIANCE
ST LUCIE COUNTY E CC
4d SIDING NAIL b" O.C. PER FL`131% FILE copy
1/2" EXTERIOR SHEATH[Ws
SIDING ATTACHMENT DETAIL
EXT'R DOOR DETAILS
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED DOOR5 BY DOOR MANUF.
ATTACHED TO 5TUD5
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH PER PRODUCT APPROVAL
5EGTION R322 OF THE 2020 (ITH EDITION) RESIDENTIAL BUILDING
ALL WALL 5HEATHIN6 TO BE NAILED AS
4" OG VV/ 10d NAILS AT ALL EDGE5
6" OG W/ 10d NAILS AT ALL INTERIOR
PANEL BEARING POINTS
DESIGN CRITERIA
1) PER FBG - TfH EDITION
2) USE & OGGUPANGY R-3
3) GON5TRUGTION TYPE V_
4) RI5K GATEGORY 11
ULTIMATE DESIGN WIND SIMEP
5) EXPOSURE G_
SURFACE ROUGHNES5 G
6) GOMPONENT5 $ GLAI7VING (WOR5E
WALL5 +34.4 -42.I
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D0(U/1EI7T DATE::
08.15.2020:
REVISIOfIS:
N% TOUR PROW55 SUMIT WC
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S11EET TITLE:
DETAILS
SHEET 1`11-1/16ER:
S-2