HomeMy WebLinkAboutConstruction PlanREVISIONS I BY
v
v
TYPICAL ELEVATIONS
hiTS /FOR VISUAL PURPOSES ONLY)
LENGTH VARIES
SIMPSON MTSI2
STRAP
)�" WEDGE ANCHOR
W/ 3" EMBEDMENT MIN
4X4 SYP POST ATTACHED TO CONC
CONCRETE Y
W/ SIMPSON A544 POST BASE DECK CONNECT1j
01
SCALE: I/2" = I'-0''
2X6 SYP DECK
JOISTS ■' 16" OC
2X COMPOSITE DECKING
ATTACHED W/ (2) #1ID
GALV DECK SCREWS
AT EACH BEARING POINT
SIMPSON FACE MOUNT
HANGER LU26
�- 2X8 SYP DECK JOIST SUPPORT W/
(2)Y2" GALV MACHINE BOLTS
08 GALv SCREWS
(2) EACH SIDE
DETAI
2X8 SYP
STRINGER —
i
2X6 SYP DECK '
JOISTS a 16" OC
4X4 SYP
POST @ ,
i
2X6 SYP '
STRINGER
DECKi
SCALE: 1/4" = I' -Oil
h
■ ■
■
2-010 X 1" NON -CORROSIVE
S.M.S. m EACH PICKET
-
HANDRAIL BRACKETS OR BALUSTERS
POST
CONNECTION.
SHALL NOT BE CONSIDERED TO BE
OBSTRUCTIONS TO GRASPABILITY.
1
11
PICKET
TOP PLATE TO POST 4
BOTTOM OF HANDRAIL SHALL CONTINUE
POST t0 CHANNEL W/
70 SLOPE FOR A DISTANCE OF THE DEPTH
"10 X I-,�" S.M.S.
OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION
N RAIL
IL T4 1 L
W/ I-Y4" TO 2" DIMENSION.
N.T.S.
NOTE:
GUARDRAIL SHALL COMPLY W/ Ell - 5TH ADDITION
VINYL 2X2 RAIL P08T
010 SS.S. MIN.
,
_
- ATTACHED TO VINYL
2" EMBEDMENT,
CASTERS
j
4-REQ'D.
y
■
■
e
Yes SS.S. MIN. I"
EMBEDMENT.
ems.
4-Ill
i
2X6 SYP -J
2X6 SYP
DECKING
STRINGER
FRA
L ING
5, 5E
i
N.T.S.
9
I
- I
UNIT WT. 360 LBS.
353 */FT
L
CONDENSING UNIT
n
r
SIMPSON MSTC52
kd Poi\
II
`° "
SXI& BLOCK
4 COURSE
I
- CONCRETE
.
a '�-
(2) *14 SHEET METAL
y.�
- a(UY4"
SCREWS TO CONDENSING
X 2Y4" La TAPi PER BLOCK UNIT. 200 LE. SHEER
t (2) AT CONCRETE: IW LESS. WORKING CAPACITY
" A/C TIE-DOUN DETAIL
WIND AGAINST FACE OF UNIT:
28.o25 x 46 = 102 SQ. FT. x 45 P.S.F. 45S LB.
= UPLIFT
I
144
"
45S - 31 LB. UNIT = g9 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR
TAPCON UJILL HOLD 160 LBS. AND 2 SCREWS WILL HOLD 200 LEIS,
*°
AT EACH OF THE 4 COR ERS.
THEREFORE STRAP,
TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
A 4" SLAB, 42" X 52" WEIGHS IW LBS.
2X COMPOSITE DECKING
ATTACHED W/ (2) 010
GAL'v VefJiG . LL78
AT EACH BEARING POINT
2X6 SYP STRINGER
(2) �/■" GALV LAG SCREWS
SIMPSON I AT STAIR
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
(2) %" GALV LAG SCREWS
AT STRINGER TO POST
4X4 PT POST W/
SIMPSON AB44
4'_b"
NOTE:
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS.
HYDRO VENTS IN KNEE WALL TO BE
MODEL 1412-F (61 60. IN. NET)
PER 322.2.2. (1) SQ. IN.
FOR EACH SQ. FT, OF
ENCLOSED AREA.
EACH VENT COVERS 263 SQ. FT.
PER PRODUCT APPROVAL.
'. 6 SQ. FT. / `&3 = 4 VENTS
PER 400.2. EXCEPTION (1) SQ. FT.
PER 1500 SQ. FT. OF FLOOR ARE
WITH VAPOR BAkRIER.
(1) SQ. FT. = 144 SQ. IN.
NET VENT AREA 18 6-1 SQ, IN.
SCREEN ROOM 3'-O" A MINIMUM = 4" OF CONCRETE
144 / rol = 3 VENTS
FLATWORK BETWEEN M
STRUCTURAL NOTES:
* SOIL BEARING CAPACITY MIN. 2500 PSF
* ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
AT 28 DAYS.
* ALL REINFORCING STEEL SHALL BE GRADE 60
MEETING ASTM SPECS A -,I
* MIN. CONIC. PROTECTION FOR RE -BARS:
FTGS,t all BEAM& 11sI" SLABS: 1"
* LAP REINFORCING BARS 30 INCHES MINIMUM
EXPOSURE "Cll - li0 MPH 3 5EC GU5T
TO VENT HYDRO VENT ODULAR 3'_0"
BY OTHERS — C2) THIS SIDE UNIT 4 0 PROPERTY LINE. 0 LOT LINE TO VENT
L (NOT TO EXCEED PROPERTY LINE)
1/___ ___---------- ------ --- _--- -- _ _--
- - -_
m it -DECK 15Y O q�
O O o -0 O SKIRTING 7 O CONCRETE j
LO FOOTING: O \
O O
SCREEN ROOM N 8"D X S"W 2'_8" I 6" CONCRETE
\ \ 4 ROOF BY a" all 6'-0" 8" 6'-m° pr s" 4'-6" 8" 4'-6" 8" 6'-0" s" 6'-0" e 1 EXTENSION \
9
OTHERS _ z , I�
MODULAR I, �11 F
\ 3,-6 I I
��� �
u O I I A\
a a LCDJ
__
O 4" 4'-IO" 1'-4"
--------- ----- — — — IL O O 00 ---- 00 ----, �
--------------- O O ----- ----- O---------- — O O---------------------------
CK Y------------- _0O------00--------0---_---- \
---Do _ CONCRETE
\SEE DECK \ ,AC--- CONCRETE \
O FOOTING: O O O i t � FOOTING:
DETAILS -1 O O 8"D X 12"W O O 00 8"D X I
�0 8 ('s-I el b m 8 0" $ 6'-0"
WW
36" HIGH -/ ` I I in 4" CONCRETE SLAB (al PSI) OVER
VINYL RAIL 16" X Fi" X 10/10 W.W.M. OR FIBRE MESH OVER MODUL,�R 8" x 8" X I6" I' \
\ 6 MIL POLYETHYLENE VAPOR BARRIER OVER CBS BLOCK PIERS I
CLEAN, POISONED, COMPACTED (TO 2500 Per -
OR AA I \
SEE STAIR 95% DENSITY) FILL. f-+r m
DETAIL O CONCRETE O� I
O FOOTING: O L�J01
,. \ \m \
\ 81D X S"lU L O O do
CONCRETE THICKENED EDGE:
8"D X I W/ (1) *5 RB CONT
CONCRETE EXTENSION
b�. REQUIRED AS SHOWN
SCALE: 3/4" = 1'-0"
\ .\
_--------__------------------_I ------_-----
® \ \ 3'-m" (2) THIS SIDE ----------------------------------------- A -------- ----- --- 3 O
T /� I L TO VENT HYDRO VENT 4 > TO VENT \ f� \, 3 -6" \ \
41'-O" \ \
® PROPERTY LINE \
_sl
TIE = / I T
SCALE: 1/4" 1'-0"
�i iR D"TA"
.S.
A -BOLT
TREAD
+ I" NOSE
B-Bc
FRAME ATTACHMf=mT FOR 1=ACTORY C T:�
SOME HOMES MAY HAVE FACTORY BRACIKETS WELDED TO THE I®BEAMS I -BEAM
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO
THE FACTORY BRACiKETS USING A 2'I GRADE r✓- BOLT 4 NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 45` OR LOWER STRAP ANGLE. FACTORY®
WELDED
BRACKET
PART • 590(02
STRAP/SWIVEL
CONNECTOR
5'_4" 5 4" 5'-4" 5'_4" 3'_4 3"_4"
---
------------❑----------------❑-
tTS
L _____�1� _ ___ _ ��fi _ ___ _ __ __Tye___ ___ h II
- Y -.1- - `
b 0 ° Wes/ ��TDIE DOWN MACHINE
STRAPSSWIVEL -J A -
17
=AM
OR LESS CONNECTOR
2X12 SYP STRINGER WITH RADIUS CLIP (2) MICS2 ANCHORS b'-0"
AT CONCRETE AS SHOWN OR LESS
2X12 SYP STEP (SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
IX&
DE SYP R 1 ----- --- - 4" ---- - --�1 i---- ----- 5t 4i - --- fi -- - --- 5 }o ---------
We,"L 4
DECK SCREWS _ -- ! �-_ _-- _--
__ _ __ __ ........
4�REQDEWSV JI a r
--- ❑ ❑ ❑ ❑ LJ'_
❑ ❑ r ❑ �i❑ ❑--------------
=--- 8--- 4 8 5 -4 5 4�J ❑ 5 -0
❑ ----
II. 4u 3.0u 4'_ u � u ❑ �_ a �� ❑ ❑ I ❑ �� -
-- ----- f _
�' -- - --- ? -�----
�7------`��- Ic. �� ----- -- - �r--------- -- a�--�>' ---
_ - 4"
-- - --
I PROVIDEYs" MACHINE BOLT THRU I -BEAM LorR
'-0" I
OGLE 6'-0" WITH RADIOS CLIPMIG82OWN STRAPS 1 ANGHORSVEL ECTOR LESS
%PCONS OR LESS AT CONCRETE AS SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
I
- ---
0\ I -BEAM
--- _ _
- ----- , _- ------ - �_� -- - - - °
6 - -- - - - - - - - ---- s MICS2 ANCHORR - ---
\ \ \�
❑ L11 ❑ILJ
--------------------- -- -- It. �I
4'-4" 4'-4" 5--4" 5'-4" 5'-4" " 4"
'8"-II X 2-3,4"
II
NOTES:
-GAL B BOLTS %11-II X 2-Y4" LG. 14 (RED HEAD)
WEDGE ANCHOR
W/ HEX. SQ. NECK W/ NUTS
FTENSION RAME ATBOLT LABELED (A) ONLY. FOR L � M I C 5 ANCHOR
BY: TIE DOWN ENGINEERING
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION. MAX UPLIFT PER
DEVICE IS 4,'150 LBS
I I I
' esV
I I
SCALE: 1/4"
WIN
UNIT TO BE
TIED DOWN
2X SYP
PROVIDE (2) "0 X 2-}"
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
TIE DOWN STRAP
OF KNEE WALL
PER SPECIFICATIONS
I -BEAM
WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
WALL BLOCKING REQUIREMENT
8" X 8" X 16"'
HYDRO VENT
CBS BLOCK
SEE PLAN
PIERS
PROVIDE 5/8" DURAROCK
FIRE GUARD GYP. BOARD
Z
(U305)IHOUR WALL
CONCRETE SLAG
ON ZERO LOT LINE SIDE
n
rm 'HOUR SUBMERSIBLE)
I
�O�
■
■
�- 2X4 SYP KNEE WALL W/ STUDS ® 16" OC
MICS2 ANCHOR
g/e"xi" WEDGE
W/ Y4"x3" TAP -CONS ■ 24" Or,
(SEE DETAIL)
ANCHOR (RED HEAD)
(BOTTOM PLATE) W/ }" PT PLYWOOD
L' CT I O� I
A - J� CONCRETE THICKENED EDGE:
05
�.,J I V
f�*} 8"p X S"W W/ ( I) RE, CONT
SCALE: 3/4" = i'-0"
ALL MATERIAL 5ELOW FLOOD MUST 8E CONSTRUCTED
WITH FLOOD RES15TANT MATERIAL, IN ACCORDANCE WITH
SECTIO1 R322 OF THE 2014 (STH ADDITION)
RESIDENTIAL SUILDING CODE.
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REGUI
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IGNED
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Date:
06-16-Ib
Scale:
1/4" - r-0"
Drawn:
MM/BGM
Job:
MILLAR
Sheet:
I
I
Of
Sheets