HomeMy WebLinkAboutPLANSNOTE
THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS.
ACCESS DOORS TO BE BUILT ON A 1" X 2" OPEN BACK
FRAME SECURED WITH 010 X 2" SHEET METAL SCREWS,
WITH A HALF-Z WRAP (08 X 3/4" TEKS ON THE FACE)i
DOOR SLAB IS SCREEN DOOR MAINFRAME 010 X P 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. .
TIE-DOWN/PIER REQUIREMENTS
SCALE: 1/4" = I'-0"
PER 32222. (1) SQ. IN -
FOR EACH SQ. FT. OF
ENCLOSED AREA.
EACH VENT COVERS 221 SQ. FT.
PER PRODUCT APPROVAL.
ll8 SQ. FT. / 221 = 4 VENTS \`
I -BEAM
FRAME ATTACHMENT FOR FACTORY BRACKETS \�
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE 1-5EAM5 FACTORY
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO RACWELEKE BRACT
T
THE FACTORY BRACKETS USING A J" GRADE 5 BOLT d NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 45' OR LOWER STRAP ANGLE.
0
PART 5SO02
STRAP/SWIVEL
CONNECTOR
.-�
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-- ----
---- - ---
---
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---
�'----
---- �- - -- -- ---
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----
„
PROVIDE Y2" MACHINE BOLT THRU I -BEAM
„
ORLESS
W/ (2) TIE DOWN STRAPS SWIVEL
CONNECTOR
OR LESSWITH
RADIUS CLIP (2) MICS2 ANCHORS
AT CONCRETE
AS SHOWN
(SEE TIE DOWN AILED
INFORMATION)
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PROVIDE Y2" MACHINE BOLT THRU I -BEAM
„
W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR
„
OR LESS
WITH
RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE
OR LESS
AS SHOWN
(SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION)
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----
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-0"
OR LESS
OR LESS
_„
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❑
❑
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II'-4"
4'-10"
i
4'-10"
i 4'-10"
_ 4'-10"
i
4'-10"
I'-4"I
71'P. MULTI -WIDE TIE -DOWN PLACEMENT
SCALE: 1/4" = I'-0"
A -BOLT
NOTES:
2-GALV. BOLTS %"-il X 2-3/411 LG
W/ HEX. SQ. NECK W/ NUTS
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
B-BOLT 5/8"-II X 2-3/4'
I I
I C'I�� (RED HEAD)E ANCHOR
I I
\I I
LJ
MICS2 ANC�40R
BY: TIE DOUJN ENGINEERING
MAX UPLIFT PER
DEVICE IS 4,150 LBS
2X SYP
TIE DOWN STRAP
PER SPECIFICATIONS
-BEAM
8"XS"XI6"
CBS BLOCK
PIERS
4" SLAB W/ RB
SEE TIE -DOWN/
PIER REQUIREMENTS
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-615
• MIN. CONC, PROTECTION FOR RE -BARS:
FTGsS: 3" BEAMS: 1112" SLABS: I"
LAP REINFORCING BARS 30 INCHES MINIMUM
EXPOSURE IICII - 1-70 MPH 3 SEC GUST 2X COMPOSITE DECKING
ATTACHED W/ (2)'10x3"
GALV DECK SCREWS
AT EACH BEARING POINT
UNIT WT.. 360 LBS.
353 #/ FT
L 2X6 SYP STRINGER
CONDENSWS UNIT (2) Na" GALV LAG SCREWS
SIMPSON LU28 AT STAIR -
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
(2) %" GALV LAG SCREWS AT STRINGER TO POST
III SIMPSON MSTC52 ��
11 III
kyP' III SXI6 BLOCK
4 COURSE 4X4 PT POST W/ -
�� SIMPSON A544
11 �
CONCRETE
VINYL POST
VINYL RAIL
--------'----------�� --- -----
10"
CONCRETE TREAD
+ I" NOSE
STAIR DETAIL
N.T.S.
/
(2) 014 SHEET METAL
\/
SCREWS TO CONDENSING
(I)Y4" X 2Y4" LG. TAPCON PER BLOCK
UNIT. 200 LB. SHEER
2X6 SYP DECK
4 (2) AT CONCRETE: ISO LBS.
WORKING CAPACITY
JOISTS o 16" OC
A/C TIE -DOWN
DETAIL
2X85YP
STRINGER
2X6 SYP DECK
Z
E
JOISTS w 16" OC
2X COMPOSITE DECKING
LENGTH VARIES
ATTACHED W/ (2) 010x3"
GALV DECK SCREWS
AT EACH BEARING POINT
SEE STAIR
I
DETAIL
SIMPSON FACE MOUNT
4X4 SYP
_
HANGER
� HANGER LU26
POST
2X8 SYP DECK
STRAP SIMPSON MTSI2
4
RIPPED 4X4
JOIST SUPPORT W/
LU
SYP BLOCKING
(2)" GALV LAG SCREWS
w
N
FOR 2X6 SYP
ANGLED
2X6 SYPSTRINGER
ANGLED
STRINGER
7Y2
08 GALv SCREWS
CONCRETE
(2) EACH SIDE
WE ANCHOR
4X4 SYP POST ATTACHED TO GONG
PECK
W/
3" EMBEDMENT MIN
W/ SIMPSON A544 POST BASE
SCALE: 1/4" 1'-0"
DECK
CONNECTION DETAIL
SCALE: 1/2" = I'-O"
■
UNIT TO BE
TIED DOWN
- PROVIDE (2) 09 X 2-j"
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF KNEE WALL
- WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
WALL BLOCKING REQUIREMENT
HYDRO VENT
SEE PLAN
- 2X4 P.T. SYP KNEE WALL W/ STUDS +■ 16" OC
W/ Y4"x3" TAP -CONS 6 24" OC
(BOTTOM PLATE) W/ }" CDX PLYWOOD W/ 5/6" \ /
CK W/ VINYL LAP SIDING TYPICAL E L E YT I ON5 F
xz
m N.T.S. (FOR VISUAL PURPOSES ONLY)
EXTERIOR FINISH
a/ "xT" WEDGE CONCRETE THICKENED EDGE:
MICS2 ANCHOR ANCHOR (RED HEAD) 8"D X 8"W W/ (I) 5 RB CONT CAULKING
(SEE DETAIL)
SECTION A -A
SCALE: 3/4" = 1'-0"
WIND AGAINST FACE OF UNIT:
010 WOOD SCREW
20.625 x 46 = 10.2 SQ. FT. x 45 P.S.F. = 459 LB. UPLIFT (3) PER SIDE
144 THRU FRAME TO WOOD FRAMING
459 - 360 LB. UNIT = 99 LBS. UPLIFT ASSUMING EQUAL LOAD DISTR. MIN 15" EMBENDMENT
TAPCON WILL HOLD 100 LBS. AND 2 SCREWS WILL HOLD 200 LBS. XT R I OR DOOR
AT EACH OF THE 4 CORNERS. /�
THEREFORE STRAP, TAPCON AND SCREWS WILL HOLD UNIT IN PLACE.1�I �T,4LR�41„I
A 4" SLAB, 42" X 52" WEIGHS 195 LBS-
ALL LUMBER SHALL BE 6YP PRESSURE TREATED
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 2011 RESIDENTIAL BUILDING CODE.
CKS
m
4'-
lD
FO
o N
5 '00
co
VINYL PICKE lv
2XI2 SYP STRINGER
2XI2 SYP STEP
IXS SYP W/
DECK SCREWS
3Y6' X 3" GALV.
HEX SCREWS
4-REQ'D.
r RISER
ALUM. ANGLE
W/ 34" TAPCONS
---PROVIDE (3) 010x3" DECK
SCREWS AT EACH 2X6 SYP DECK
T TO ANGLED 2X6 SYP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) 010x3"
GALV DECK SCREWS
AT EACH BEARING POINT
TAILS
NOTE:
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 TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION
W/ I-Y4" TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY W/ FBC - 5TH ADDITION
POST
PICKS'
2-010 X I" NON -CORROSIVE
611.5. 6 EACH PICKET
CONNECTION.
TOP PLATE TO POST 4
POST TO CHANNEL W/
"10 X 1-V' 5-MS.
HAND RAIL DETAIL
N.T.S.
"10 SS.S. MIN.
2" EMBEDMENT.
4-REQ'D.
2X6 SYP
DECKING
VINYL 2X2 RAIL P05T
ATTACHED TO VINYL
CASTERS
Ya" S.S.S. MIN. 1"
EMBEDMENT.
4-REQ'D.
2X6 SYP
STRINGER
RAILING 8 45E SCANNED
N.T.S. St. LUCID Count.
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CRITERIA
PER FBC - 2011 &TH EDITION
90�-�s"
REVISIONS
BY
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Date:
04-II-201S
(JCa Ie:
1/4" = I'-0"
Drawn:
JB
,)Ob: 5 STAR PIZZY
Sheet:
Of I
Sheets