HomeMy WebLinkAboutConstruction PlanSTRUCTLAAL NOTES:
I�y- * SOIL BEARING CAPACITY MIN. 2500 PSF
9aE i * ALL STRUCTURAL CONCRETE SHALL DEVELOP
THE FOUNDATION/PIER SYSTEM IS DESIGNED AT 25 DG��ESSIVE SIRENCsTFi OF 2500 PSI
TO RESIST FLOOD ELEMENTS OF FLOTATION, * ALL REINFORCING STEEL SHALL BE GRADE bO
COLLAPSE AND LATERAL MOVEMENT PER MEETING ASTM SPECS A-615
• MIN. CONC. PROTECTION FOR RE -BARS:
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. FTGS: 3" BEAMS: 11/2" SLABS: P
* LAP REINFORCING BARS 30 INCHES MINIMUM
EXPOSURE IIC" - 1-10 MPH 3 SEC GUST
HYDRO VENT
« (3) THIS SIDE
—4" CONCRETE SLAB (3000 PSI) OVER
roll X 6" X 10/10 W.W.M. OR FIBRE MESH OVER
ro MIL POLYETHYLENE VAPOR BARRIER OVER
CLEAN, POISONED, COMPACTED (TO 2500 PSF
OR 95% DENSITY) FILL.
TO VENT I TO VENT u`3'
TO VENT TVENT
I I
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-*P
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SEE DECK ; t
6'-0' --- a' — 3 0 jell 6 0" 8" — I
— — - — — — - — - — — --- — — — . .. DETAILS
_II_I I_I_I_I
iI_ _kil
_I_1 1_Il1�
-_- _- -1i
`---/ _ -- -1--- __ -_ - I1 --�
31-0" 3'-0"
TO VENT TO VENT TO VENT TO VENT)
HYDRO VENT
(3) THIS SIDE
SCALE: 1/4" = 1'-0"
3'-2" V-4" 5'-4" 5'-4" 3'_4" 3'_4" 5'_4° V-4" V-I0"
----1} - - ---- - --- --- --- ---- --- -- -- ----- -- -
----- ---��-y�
C PROVIDE )4" MACHINE BOLT THRU I -SEW ANCHOR I -BED
W/ (2) TIE DOWN STRAPS AT BOLT
2'-0" (2) MICS2 ANCHORS AT CONCRETE
AS SHOWN I
(SEE TIE DOWN ENGINEERING 1
FOR DETAILED INFORMATION)
II
V-Q"" W_4" V-4" 5'-4"
,o L o
____ ___ O
V-2" --- '----- --- -- -- - ---- - --- ----- ---- ----- ----- ----- �I-- - - L --
O
— ❑ ❑ - - p --... °❑-- ° d- ❑ ❑ ❑ ❑
5'-4" 4'-3" 4'-3" 5'_4« 5'-4"
/ ____
____J�,___-_ -__ _____ _ ____ _____ ___ _____ _____ ___� __ _ ____ )L _ -- -- - -
F
< PROVIDE Y21, MACHINE BOLT THIS,! I -BEAM MIC62 ANCHOR I -BEAM
W/ (2) TIE DOWN STRAPS AT BOLT
(2) MICS2 ANCHORS AT CONCRETE L2O
AS SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
,o G O1
_________________ ------------------------------------ __
-F
10" 5'-4" 5'-4" 5'-4" -4, ( 5,_4" V_4« 5._4" 10
m T I UJTIEID OWN L M NT
SCALE: 1/4" = 1'-0"
CROSS HATCHING
DENOTES SQ. FT.
FOR VENT CALC'S
UNIT TO BE
TIED DOWN
2X SYP
PROVIDE (2) n X 2-j"
DF_GK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
TIE DOWN STRAP
PER SPECIFICATIONS
' WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
BEAM
WALL BLOCKING REQUIREMENT
a" X 8" X Iro
HYDRO VENT
CBS BLOCK
SEE PLAN
PIERS
1
4" SLAB
I
X ~
m
SEE TIE --DOWN/
T
PIER REQUIREMENTS
�, O
■
■
%: 2X4 SYP KNEE WALL W/
STUDS ®I6" OG W/
MICS2 ANCHOR%"xT"
WEDGE
Y4'x3" TAP -CONS m 24" Or -
(SEE DETAIL)
ANCHOR (RED HEAD)
(BOTTOM PLATE)
W/ I TOUGHRO(_K
SGTI ^
p CONCRETE THICKENED EDGE:
W/ (ll 05
(�
8"D X 8"W RB GONT
SCALE: 3/4' _ :'-0
� FRAME OUT PIERS 4 UNDERSIDE
OF MODULAR HOME W/ 2X& SYP W/
5/9" TOUGHROCK FIRE GUARD
GYP. BOARD
(BOTH SIDES OF WALL)
(U305) 1 HOUR WALL
PER 322.2.2. (1) SQ. IN,
FOR EACH 80. FT. OF
ENCLOSED AREA.
EACH VENT COVERS 145 SQ. FT.
PER PRODUCT APPROVAL.
85i SQ. FT. / 145 = (o VENTS
E'ER 4082. EXCEPTION (1) 50. FT.
E'ER 1500 SQ. FT. OF FLOOR ARE
WITH VAPOR BARRIER.
(1) SQ. FT. = 144 SQ. IN.
NET VENT AREA IS C -1 SQ, IN.
144 / roi = 3 VENTS
A -BOLT
N.T.S. (FOR VISUAL PURPOSES ONLY)
ST ILUCIE COUhJTi'
Gtu.11 ,)
RE�(IE`,^/rJ 6V
L�.ATE
PLANS r.h"' P 7V1IT
wiJS r BE KEPT ON JOB OR
NOTES:
2-GALV 15OLTS %"-It X 2-3/4' LG.
W/ HEX. SQ. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
V-10" 4'-2"
a
�n
!I
II
3"-11 X 2-3/4"
FRONT
SCALE: 1/4" = 1'-0"
ARE SUB:':;,", `0 ANY CCorie mg"
REQUIRO ®Y HELD INSPO.c ro,iS r
MAYBE NECE2A" IN 00,a 1 TO
COMPLY WITH ALL APPLCi.XE ^n^,
SEE STAIR
DETAIL
i— 4X4 PT —
POST
2X6 SYP-
STRINGER
�— 2X6 SYP DECK -
JOISTS a 16" O.G.
2XS SYP
5TRINGER
2X COMPOSITE DECKNG
ATTACHED W/ (2) 010
GALV DECK SOWS
AT EACH BEARING POINT
2X6 SYP STRINGER
(2) %u GALV LAG SCREWS
SIMPSON LU29 AT STAIR
STRINGERS TO 2XS DECK
JOIST SUPPORTS OR
(2) %" GALV LAG SCREWS
AT STRINGER TO POST
4X4 PT POST W/
SIMP50N A844
NOTE:
2 RISERS 4 1 TR
NOT LESS THAN
NOT MORE THAI
i.5+-1.5+10=<
NEW
WIND AGAINST FACE OF UNIT:
REVISIONS I BY
TS F� $
O N
C/]
2XI2 SYP STRINGER
2X10 SYP STEP a w
w£
-8 9�07
IXS SYP W/ B w
DECK SCREWS
o
%" X 3" GALV.
HEX SCREWS C�
4-REQ'D. \
q «"'i cS
R {�
NGLE
APCONS
P
6TAIR
DETAIL
SCALE: 3/4" 1'-0"
Fm+�
SIMPSON FACE MOUNT
t'°I
HANGER LU26
2X COMPOSITE DECKING
2X6 SYP DECK
JOISTS s I6" OC
ATTACHED W/ (2) 70
GALV DECK SCREWS
AT EACH BEARING POINT
w
LENGTH VARIES
Q�
2XS SYP DECK JOIST SUPPORT W/
(2) %" GALV LAG SCREWS
AT GARAGE DECK OR
(2)YJ" GALV MACHINE BOLTS
AT EXTERIOR DECKS
SIMPSON
STRAP
-------------------
CONCRETE
N' WEDGE ANCHOR
W/ 3" EMBEDMENT MIN
✓ONNE C T
SCALE: 1/2" = 1'-0"
284,25 x 46 10.2 SQ. FT. x 45 P.SF_ - 459 LB. UPLIFT
144
459 - 360 LB. UNIT - 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR.
TAPCON WILL HOLD ISO LBS. AND 2 SCREWS WILL HOLD 200 LBS.
AT EACH OF THE 4 COMERS_
THEREFORE STRAP, TAPCON.I AND SCREWS WILL HOLD UNIT IN PLACE,
A 4" SLAB, 42" X 52" WEIGHS 195 LBS.
fl
�K/ 1
Ay
GONC(iETE
4- %nxi" WEE)GE ANCHOR
1 (RED
1 1
I I M 12 NOR
L J BY: TIE DOWN ENGINEERING
MAX UPLIFT PER
DEVICE IS 4,150 LBS
UNIT WT. 360 LBS
353 -/FT
L
CONDENSIW4 WIT
n1
III
11
' 1 1 SIMPSON MSTC52
III
c 111 87couRSE
(2) 014 SHEET I"ETAL
\/ SCREwS TO COND"WS
(I) ye X 7}4" 1-a T � MR BLOCK UNIT. 200 LB. SHEER
4 (2) AT C�NCRETE: IW L55. IUORKING CAPACITY
A/C TIE -DOWN DETAI
Co
II
I
o
�
�
�a
Z
01-4
Q
•8 GALV SCREWS
a-+
(2) EACH SIDE
4X4 SYP POST ATTACHED TO CONC
'
W/ S9'1PSON AB44 POST BASE
�)N DETAIL
t■ ■'
2-010 X I" NON -CORROSIVE
IC
SMS. s EACH PICKET
i°jOST I I-
CONNECTION.
PICKET I I
TOP PLATE TO POST 4
I I
POST TO CHANNEL W/
010 X 1 2" SM.S.
,AND RAIL
DTA�I�...
N.T.S
v ALUMINUM 2X2 RAIL POST
ATTACHED TO ALUMINUM
#10 S.S.S. MIN. - -..� CASTERS
2" EMBEDMENT.
Y5" S.S.S. MIN- P
EMBEDMENT.
4-REQ'D.
2X6 PT - 2X6 PT
DECKING u STRINGER
RAILING
N.T.S.
PNOTECo " J
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILITY,
BOTTOM OF HANDRAIL SHALL CONTINUE
TO SLOPE FOR A DISTANCE OF THE DEPTH
OF ONE TREA17 FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION
W/ I Y4' TO 2" DIMENSION,
NOTE:
GUARDRAIL SHALL COMPLY W/ FBC 2010
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Date:
03-02-15
Scale:
1/4" = I'-o"'
Drawn:
MM/BGM
Job:
KEIPER
Sheet:
of
Sheets
0