HomeMy WebLinkAboutMULTI-TIE-DOWN PLACEMENTNOTE:
THE: FOUNDATION/PIER SYSTEM IS DESIGNED UNIT TO BE SIMPSON FACE MOUNT
TO RESIST FLOOD ELEMENTS OF FLOTATION HANGER LU26
A MINIMUM OF 4" OF CONCIETE TIED DOWN
COLLAPSE AND LATERAL MOVEMENT PER FLATUX>W BETWEEN MODL.AR
FEMA CRITERIA FOR EXPOSURE IID" LOCATIONS. UNIT 4 0 PROPERTY .INE. 2X COMPOSITE DECKING
(NOT TO EXCEED PROPERTY LNE�
2X SYP PROVIDE (2) "9 X 2-}" 2X6 STP DECK ATTACHED W/ (2) #10
39' 0" 8'-011 DECK SCREWS TOE -NAILED JOISTS P 16" OG GALV DECK SCREWS
AT EACH VERTICAL MEMBER AT EACH BEARING POINT
3'-0" 16'-roll 0 LOT LINE I6'-roll 3'-0" HYDRO VEN'i OF KNEE WALL
TO VENT TO VENT TO VENT TO VENT
(3) THIS SIDE TIE DOUN STRAP LENGTH VARIES
CONCRETE FOOTING: PER SPECIFICATIONS
A 8"D X 12"U1 YPLIES WITH UNIT
MANUFAWALL CTURER'S PERIMETER
+ "` ' SEE DETAILS FOR I'
—� — v �� ��� �� FRAMING I -BEAM WALL BLOCKING REQUIREMENT
I I I I
O H o 0 D O i A 8" X 8" X 16" HYDRO VENT
' Lll•�3 CBS BLOCK / SEE PLAN SIMPSON MT512
O O = O O O O O PIERS 2X8 SYP DECK JOIST SUPPORT W/ STRAP
PROVIDE 5/8" DURAROCK (2) 3/ell GALV LAG SCREWS
81� /__mll 6�1 I_1_mll 411----------L-1 HYDRO VENTS IN KNEE 11JALL TO BE _ T FIRE GUARD GYP. BOARD AT GARAGE DECK OR
V V V V V V T IV V V V V V g11 �\ MODEL 1412-F C6� SQ. IN. NET) EXISTING LTS
QFZ1u (ONZEROHLOTRWALL LINE SIDE (2) GALV
AT EXTERIOR DECKS
= L = i m > (72 HOUR SUBMERSIBLE)
CONCRETE w CONCRETE ------- -J
4 PER 322.2.2. (1) SQ. IN. SLAB ------___--
FOOTING: �D DIAGONAL HATCH
�^ � 8"p X 18"W DENOTES CONCRETE MODULAR DECK ��� FOR EACH SQ. FT. OF ■ - ~ o
I'-8" 8" 5'-0' +8 GALV SCREWS
«; FootERs ENCLOSED AREA.
■ (2) EACH SIDE
■ CONCRETE EACH VENT COVERS 145 SQ. FT. �. 2X4 SYP KNEE WALL W/ STUDS a I(o OC CONCRETE
O FOOTING: s „ „ W/Ya''x3" TAP -DONS + 24" OC (BOTTOM PLATE) „
O O PER PRODUCT APPROVAL. /a x1 WEDGE X� WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG
a + O O `r 8"D X 12"W MICS2 ANCHOR ANCHOR (RED HEAD) W/ P7 PLYWOOD W/ 3" EMBEDMENT MIN W/ SIMPSON ABd4 POST BASE
■ O�� O A O A �O A (SEE DETAIL)
A A 851 SQ, FT. / 145 = 6 VENTS
SECT ION , - 8"D X 12"W DOTER: DECK CONNECTION DETAIL
' - 11 PER 406.2. EXCEPTION (1) SQ. FT. SCALE-- 3/4" = 1'-0" W/ (2) 05 RB GONT SCALE: 1/211 = I'-0"
LANDMrs o o o • EXISTING o a' x a X 16 •
coNCRE'E P ESRSBLOGK 0 PER IE700 SQ, FT. OF FLOOR ARE
- 1 �U
F -- WITH VAPOR BARRIER. sT. Lucy; COLWTY BUU.DINC DIVISION �- VINYL POST
� (, ----- all 811 6 -0 8' 5'-3 8 W-311 81. 6'-01. 8" 6'-0" 8" 6'-0., 8" a NET VENT AREA IS 61 SQ, IN. 36" HIGH DATE R''ED BY COMPLIANCE
/r
m v (1) SQ. FT. - 144 SQ. IN. REVIEWED FOR
-- ---
VINYL RAIL
e IL ____ CONCRETE a 144 / 6Z 3 VENTS
L RAIL OR NO InSPECTION WILL BE ADE,ON 70
' � MODULAR SKIRTING - TERMITE TREATMENT REQUIRE�OTING= _ 3-3/4
!--- ---- A /l BELOW 8'Ip X IS"W
f� MODULAR
00 O O O O O �(] LANDING 3 6
�+
IS ONE STEP SCANN
BELOW SEE STAIR AV
��`�
DECK
DETAIL
3'_611
a
VINYL PICKETS
15'-9"
15'_911 3'4 A
1.61F1 2X COMPOSITE DECKING
SEE DETAILS TO VENT I TO VENT
TO VENT TO 4NT
2X8 SYP
THESE PLANS AND ALL PROPID D W/ (2) 70
FOR FRAMING r
�� CONCRETE FOOTING:
HYDRO VENT
, STRINGER
L CK SCREWS
;,ARE SUBJECT TO ANY CO#iRE>a 0WARING POINT
2XI2 SYP STRINGER
s°D x 1211W
(3) THIS SIDE
"'
REQ IRED BY FIELD INSPECTORS THAT'
6'-roll
�_611
K
,WYBE NECESSARY IN ORDER TO'
2XI2 SYP STEP
JOISTSYP 6E
YP STRINGER
CO LY.WITH ALL d.60E`%,
,,,....
T f = D 0WN/P
f R R QU f R M NTS
m
SIMP50N LU28 AT STAIR
IX8 SYP W/
DECK SCREWS
STRINGERS 70 2X8 DECK
SCALE: 1/4" 1'-0"
J015T SUPPORTS OR m
(2) No"AT GALV LAG SCREWS
L
v
STRUCTURAL NOTES:
STRINGER
AT STRINGER TO POST
4EREQ' SCREWS
• SOIL BEARING CAPACITY MIN. ALL. DEVELOP PSF
* ALL STRUCTURAL CONCRETE SHALL
THIS PLAN IS LAVED OUT USING AN
4X4 SYP REA
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
EXISTING 4" CONCRETE SLAB.
POST
4X4 PT POST W/
RISER
AT 28 DAYS.
* ALL REINFORCING STEEL SHALL BE GRADE 60
SAW CUTS FOR FOOTERS : RE$AR
--._
51MPsoN A544
MEETING AS7M SPECS A-615
PINN4N+'x 1sQUIRED.
SEE STAIR
--------•----------- -----
--------
- J ALUM. ANGLE
* MIN. GONG. PROTECTION FOR RE -BARS:
FTGS: 3" BEAMS: II'/2" SLABS: 1"
(45 X 12" RB PINS 0 24" OC
DETAIL
8 0
1011
W/ %" TAPCONS
* LAP REINFORCING BARS 30 INCHES MINIMUM
611 INTO EXISTING CONCRETE W/
CONCRETE
TREAD
EXPOSURE "C" - 110 MPH 3 SEC GUST
EPDXY 4 roll INTO NEW CONCRETE)
+ P NOSE
ALL CONCRETE FOOTERS
DECK FRAMING DETAILS
STAIR DETAIL
TO HAVE: (2) 05 RB CONTINUOS
SCALE: I/4" = I'-0"
N.T.S.
391_0,1
81_01
811 G.(11
5--4"�_211
1i_211
G_011 i,_011
511
0
0
0
\m
0
2'-roll
V-4"
V-4"
V-4"
3'-10" 5'-4"
5'.4"
5'-4" 8"
PROVIDE ADDITIONAL
e
p
TYPICAL STRAP TO
T-------------------------
----------r`-
-
FOUNDATION
FOR 4664 LB UPLIFT
------
3------------
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-----3'=4"-----
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g
-----���u-----------��-----
-------------
-------- -
-
0
PROVIDE)P MACHINE BOLT
2
0"
THRU I -SEAM W/ (2) TIE DOWN
0
STRAPS AT BOLT (45' ANGLE) W/
0
(2)MICS2 ANCHORS AT CONCRETE
-
AS SHOWN
2'-0"
(SEE TIE DOWN ENGINEERING 2
0"
m\
----
-----------------
I -BEAM
-�-------
MICS2 ANCHOR
-----------------------------
FOR DETAILED INFORMATION)
----------------------------- ----
--
—
----------
---- - ------------------=-
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21_1011
5'-4"
51_411
5'.411
y_�11
5'_411
5'_A11
5'_411
I
TYP. MULTI -WIDE TIE -DOWN PLACEMENT
A -BOLT
NOTES:
2-GALV. BOLTS %"-II X 2-3/W LG.
W/ HEX. SQ. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
B-50
-'1"-11 X 2-74'
5/B'x1" WEDGE ANCHOR
I CI (RED HEAD)
GONGFeTE
ANCHOR
� i HANDRAIL BRACKETS OR BALUSTERS
I M I C (� V 2 AN C H O I` $HALL NOT BE CONSIDERED OBSTRUCTIONS TO GRASP BITo Y.BE
L J BY: TIE DOWN ENGINEERING (2) 74 SHEET METAL
SCREWS To CONDENSING BOTTOM OF HANDRAIL SHALL CONTINUE
MAX UPLIFT PER (1)Y4" x 2V4' LG. TAPCON PER BLOCK WIT. 200 LB. SHEER TO SLOPE FOR A DISTANCE OF THE DEPTH
DEVICE 15 4,150 L55 4 (2) AT CONCRzTE: 180 LBS. WORKING CAPACITY OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
A/C TIE-DO*UN DETAIL CROSS-SECTION
W/ I-Y4" TO 2" DIMENSION. A
NOTE:
GUARDRAIL SHALL COMPLY W/ FBG - 5TH ADDITION
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED WITH FLOOD RESISTANT MATERIF_. THIS SETUP HAS BEEN DESIGNED
A IN ACCORDANCE WITH SECTION R322 OF THE 2014 RESIDENTIAL BUILDING CODE. FOR A FLOOD ZONE INSTALLATION
DE61GN CRITERIA
A PER FBG - 5TH ADDITION
WIND c aAINST FACE OF UNIT:
28.625 x 466 = 102 SQ. FT. x 45 F.S.F. = 459 LB. UPLIFT
■
■
2-010 X I" NON-CORROSIvE
144
459 - 36O LB- UNIT = 98 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR
POST
I
SM.6. P EACH PICKET
CONNECTION,
IAENEERROPONSiEI 17C`'
TAPCON WILL HOLD 180 LBS. AND 2 SCREWS WILL HOLD 200 LBS.
AT EACH OF THE 4 CORNERS.
CO❑ I tvg� I OR OF RECm PICKET
TOP PLATE TO POST 6
POST TO CHANNEL W/
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.
010 X 1411 Sm.
A 4" SLAB, 4211 X 52" WEIGHS 195 LBS.
WIT WT. 360 LBS.
I-4AND RAIL
DETAIL
353 #/ FT
N.T.S.
I L
CONDENSWG WIT
VINYL 2X2 RAIL POST
ATTACHED
�I
410 S.5.5_ MIN.—
CASTERS TO VINYL
2" EMBEDMENT.
��
■
Ya" 5.5.5. MIN. P
sG°�
sll'iPFiON MSTG52 ��
4 REED DENT.
III
\����P�'
III
SXI6 BLOCK
2X6 SYP
2X6 SYP
4 COURSE
DECKING
STRINGER
II
��
RAILING
545E
7
N.t.s.
NOTE-
REVISIONS
BY
REVISED PER
BLDG.DEFT.
BGM
IID-(D5-15
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Date:
06-29-15
Scale:
I/4" - 1'-0"
Drawn:
MM/BGM
JOb: CXAJAK LOT 816
She 1 L
f C
Of
Sheets
10