HomeMy WebLinkAboutFoundation Plan & DetailsSTRUCTURAL NOTES:
* SOIL BEARING CAPACITY MIN. 2500 PSF
* ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 3000 PSI
AT 28 DAYS.
* ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A-615
* MIN. GONG. PROTECTION FOR RE -BARS:
FTGS:3" BEAMS: 1\" SLABS:1"
* LAP REINFORCING BARS 30INCHES MINIMUM
EXPOSURE "C" - 170 MPH 3 SEC GUST 0
O
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS.
ACCESS DOORS TO BE BUILT ON A 1 " X 2" OPEN BACK FRAME SECURED
WITH # 10 X 2" SHEET METAL SCREWS,
WITH A HALF-Z WRAP (#8 X 3/4" TEKS ON THE FACE);
DOOR SLAB IS SCREEN DOOR MAINFRAME #10 X 1" SHEET METAL
SCREWS INTO AN INTERNAL ALUMINUM CORNER WITH .024 STUCCO
COIL FOR THE FACE OF THE DOOR. ATTACHES TO FRAME WITH 2
STANDARD SCREEN DOOR OFFSET HINGES, STANDARD SCREEN DOOR
LATCH FOR HARDWARE. .
SECTION B-B
SCALE: 3/4" = 1'-0"
2X SYP -
TIE DOWN STRAP -
PER SPECIFICATIONS
I -BEAM -
8"XB"X 16"-
CBS BLOCK
PIERS
4' SLAB W/ RB
SEE TIE -DOWN/
PIER REQUIREMENTS
MICS2 ANCHOR
[SEE DETAIL)
IN
CONCRETE THICKENED EDGE:
8"D X 8"W W/ [1 ] #5 RB CONT
CONCRETE EXTENSION
REQUIRED ALONG ENTIRE
LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT)
%W" WEDGE
ANCHOR (RED HEAD)
V
c1
0
N
HYDRO VENT
151 THIS SIDE
PROVIDE 3OX30
ALUM ACCESS
- _r=�
r�
�
—i—
� ia
.=tom=r
I
rl
INDING
#5
SEE STAIR DETAIL 5] THI SIDE
S. DECK DETAILS : GH
40'-O"
PROVIDE 30X30
ALUM ACCESS
PROVIDE 5/8" CEMENT
1 HOUR WALL
ON ZERO LOT LINE SIDE
TIE-DOWN/PIER REQUIREMENTS
SCALE: 1/4" = 1'-O"
UNIT TO BE
TIED DOWN -
PROVIDE (2) #9 X 24"
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER OF KNEE WALL SLAB IS EXISTING. CONTRACTOR TO SA
WALL COMPLIES WITH UNIT MANUFACTURER'S PERIMETER EXISTING SLAB FOR NEW FOOTINGS.
W LOCKING R IREMENT
HYDRO VENT "q�
ME PLAN
2X4 P.T. SYP KNEE WALL W/ STUDS 0 16" DC
W/ Y,"5AW TAP -CONS @ 24" OC 1
[BOTTOM PLATE] W/ f' COX PLYWOOD W/ 5/8'
CEME BOARD W/ HARD[ LAP SIDING
UNIT WT. 360 LBS.
Q Z 35.3 #�Ff
m j
N�o L
CUIE9W_L6/1F11L:KtNtU tUUL: /-7 n
8"D X B°W W/ (1 ] #5 RB CONT
�IAQ�
16Ay 5\ n I
SECTION A -A
SCALE: 3/4" = 1'-0"
II TECH
IN
PART # 59002
STRAP/SWIVEL —
CONNECTOR
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE [-BEAMS
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO
THE FACTORY BRACKETS USING A 2' GRADE 5 BOLT & NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 45❑ OR LOWER STRAP ANGLE.
CONCRETE
[1) Y4' X 2Ya LG. TAPCON PER BLOCK
& 121 AT CONCRETE: 180 LBS.
PIER DETAIL
B-BOLT B-BOLT
CONDENSING UNIT
SIMPSON MSTC52
8X16 BLOCK
4 COURSE
[2) #14 SHEET METAL
SCREWS TO CONDENSING
UNIT. 200 LB. SHEER
WORKING CAPACITY
%'x7" WEDGE ANCHOR
I -I (REDHEAD]
p I I
I 1
I I
I J
A L_J
MICS2 ANCHOR
f3Y: TIE: DOWN ENGINEERI43
bvm UPLIFT PER
'DEVICE IS 4,750 LBS
POST
PICKE
1 X2%"
NOTES. HAND RA
2-GALV. BOLTS %/ l 1 X 2-3/4 LG.
W/ HEX. SO. NECK W/ NUTS N.T.S.
TENSION BOLT LABELED [A] FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED [B
VERTICAL TENSION.
# 10 S.S.S. MIN.
2" EMBEDMENT.
4-REO'D.
COMPOSITE
DECKING
RAILING BASE
N.T.S.
HYDRO VENT
(5) THIS SIDE
T
LANDING
HYDRO VENT
(5) THIS S1DE
40'-U'
1,4„ V-4" 1, 5'4" 5-4" 51,44 5'-4" 51-411 5,-4„ V 4,
—(0 ° - — - ° - -- n -----° -- ° --- o ---- ° - - ° D
O O
- ---- - ----II, -- ---- ---- - ��,.-� I
PROVIDE Y2" MACHINE BOLT THRU I -BEAM JJ [
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MICS2 ANCHORS AT CONCRETE
AS SHOWN
1 (SEE TIE DOWN ENGINEERING 1
FOR AILED INFORM J 9i
y
-la
-------------- - ------ gamy
�O-°°la °°°a [J O5'-4" -9 4'_9? 4'_ 1= 4'-5z" 4'-51, 4,-5z„ 4'-5�' 4'-1z" 5' 3"
Tc�
--- ®----- ----- — 8------t -- E: O
PROVIDE Yz" MACHINE BOLT THRU I -BEAM
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MICS2 ANCHORS AT CONCRETE 1
AS SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION]
Q 1
C - -- - - ----- ----- - ----- - -� �
0 ° --- ° --- ° --- ° --- ° - ° --- ° --- °
0 Q
1'-4" 5'-2" 5'-2" 5'-2' 5'-2" 5'-2' 5'_2" 5'-2" 1'-4"
1
T R MU
SCALE: 1/4" = 1'-0
CROSS HATCHING
DENOTES SQ. FT.
FOR VENT CALC'S
HYDRO VENTS IN KNEE WALL TO BE
MODEL FS 1608 (80.7 SQ. IN. NET)
PER 322.2.2. (1) SO. IN.
FOR EACH SO. FT. OF
ENCLOSED AREA.
EACH VENT COVERS 80 SQ. FT.
PER PRODUCT APPROVAL.
838 SO. FT. / 80 = 10 VENTS
PER 408.2. EXCEPTION (1) SQ. FT.
SEE STAIR DETAIL
PER 150D SO. FT. OF FLOOR ARE
WITH VAPOR BARRIER.
(1) SQ. FT. = 144 SO. IN.
Lucle C0130
C
LTI-WIDE TIE- N PLACENE -��AtEWE
vlv
PLANS A Np INSI
SITE OR
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 2017 (6TH EDITION) RESIDENTIAL BUILDING CODE.
4X4 SYP POST VINYL POST
2X6 SYP DECK VINYL RAIL
JOISTS @ 16" OC
m
NET VENT AREA IS 80 SQ. IN. X COMPOSITE DECKING I I 3.3ya
144 / SO = 2 VENTS ATTACHED W/ (2) #10 2X6 SYP STRINGER
GALV DECK SCREWS
m
AT EACH BEARING POINT 3'-6'
241 O X 1" NON -CORROSIVE
S.M.S. @ EACH PICKET
CONNECTION.
TOP PLATE TO POST &
POST TO CHANNEL W/
#10 X 1-X" S.M.S.
IL DETAIL
2X8 SYP STRINGER VINYL PICKETS
2X COMPOSITE DECKING
ATTACHED W/ [2) #10
DECK
FRAMING
DETAIL
EACH BEARINGCK
AT EACH BEARING POINT
POINT
2X12 SYP STRINGER
SCALE: 1/4"
= 1'-0"
2X12 SYP STEP
2X6 SYP STRINGER
I.
•I:
SIMPSON LU28 AT STAIR
1 XB SYP W/
STRINGERS TO 2X8 DECK
DECK SCREWS
JOIST SUPPORTS OR
(2) %" GALV LAG SCREWS
Ls'
X 3° GALV.
AT STRINGER TO POST
/- HEX SCREWS
SIMPSON FACE MOUNT
HANGERLU26
2X6 SYP DECK
JOISTS @ 16" OC
LENGTH VARIES
2X COMPOSITE DECKING
ATTACHED W/ [2) #1 O
GALV DECK SCREWS
AT EACH BEARING POINT
SIMPSON MTS12 ---
STRAP
°
ro
2X8 SYP DECK JOIST
SUPPORT W/
[21 %" GALV LAG SCREWS
VINYL 2X2 RAIL POST AT GARAGE DECK OR
ATTACHEO TO VINYL (2) Y2" GALV MACHINE BOLTS
—
CASTERS AT EXTERIOR DECKS
#8 GALV SCREWS
Y" S.S.S. MIN. 1" CONCRETE (21 EACH SIDE
EMBEDMENT.
4-REQ'D. 3v WEDGE ANCHOR 4X4 SYP POST ATTACHED TO CONC
W/ 3" EMBEDMENT MIN W/ SIMPSON AB44 POST BASE
2X6 SYP
RINGER DECK CONNECTION DETAIL
SCALE: 1/2" 1'-0"
4X4 PT POST W/
SIMPSON A844
4-REG'D.
R
GLE
APCONS
TREAD
+ V NOSE
STAIR DETAIL
NOTE:
--
N.T.S. -
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILTTY.
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREAD FROM BOTTOM RISER.
HANDRAIL HAS CIRCULAR
CROSS-SECTION
W/ 1-Y4" TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY W/
FBC 2017 (6TH EDITION)
TYPICAL ELEVATIONS FOR DECKS
N7.5. (FOR VISUAL PURPOSES ONLY)
THIS SETUP HAS BEEN DESIGNED
-OR A FLOOD ZONE INSTALLATION
DESIGN CODE FBC - 2017 (iDTH EDITION)
LBJ Architecture
AA20005774
W SW HAMILL AV[nU[
PORT SAIM LUCK rL. 34953
772-800-5700
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DO(UMfnT DATE:
08.13.2020
RIVISIOnS:
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WRECEIVED
J OCT 1.3- 2020
P8rmltdng. Department
LLU St. Lucie County
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SMICT TITLE:
FOUNDATION
PLAN & DETAILS
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