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PROVIDE 3OX30 PROVIDE 3OX30
ALUM ACCESS ALUM ACCESS
DOOR DOOR
T I - D ®UJN/PI E R RE QU I REMENT6
A -BOLT
SCALE: 1/4" = 1'-0"
E
I -BEAM —
+
FRAME AtTACI-IMENT FOR 1=ACTORY BRACKEtS E
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS FACTORY
WELDFOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO BRACKET BT
ET
THE FACTORY BRACKETS USING A I" GRADE 5 BOLT 4 NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 45' OR LOUDER STRAP ANGLE.
_4" 51_1„ y_1„ V-7 5'-7 5'_1" 5'-1°
PART 0 59002
STRAP/SWIVEL
CONNECTOR
IN
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PROVIDE J4" MACHINE BOLT THRU I -BEAM
W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR
OR LESS
WITH RADIUS CLIP (2) MIC52 ANCHORS AT CONCRETE OR LE55
AS SHOWN
(SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION)
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PROVIDE 1j" MACHINE BOLT THRIJ I -BEAM
W/ (2) TIE DOWN STRAPS SWIVEL CONNECTOR
6'-0
OR LESS WITH RADIUS CLIP (2) MICS2 ANCHORS AT CONCRETE
OR LE
S
AS SHOWN
(SEE TIE DOWN ENGINEERING FOR DETAILED INFORMATION)
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5'-II"
5'-II"
I'-4"
TYP. MULTI -WIDE TIE -DOWN PLACEMENT
SCALE: 1/4" = 1'-0"
ACCESS DOORS TO BE BUILT ON A I" X 2" OPEN BACK
FRAME SECURED WITH 010 X 2" SHEET METAL SCREWS,
WITH A HALF-Z WRAP (*a X 3/4" TEKS ON THE FACE)'
DOOR SLAB IS SCREEN DOOR MAINFRAME "10 X I" 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..
STRUCTURAL NOTES:
• SOIL BEARING CAPACITY MIN. 2500 PSF
• ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 2500 PSI
AT 26 DAYS,
NOTE: • MEETING REINFORCING STEEL
AL SHALL BE GRADE 60
THE FOUNDATION/PIER SYSTEM IS DESIGNED • MIN. CONC. PROTECTION FOR RE -BARS:
TO RESIST FLOOD ELEMENTS OF FLOTATION, FTGS: 3" BEAMS: Iiz" SLABS: I"
COLLAPSE AND LATERAL MOVEMENT PER LAP REINFORCING BARS 30 INCHES MINIMUM
FEMA CRITERIA FOR EXPOSURE "D" LOCATIONS. EXPOSURE IICII - 110 MPH 3 SEC GUST
HYDRO
ROVENTS IN KNEE WALL TC
MODEL FR4:05
PER 32222. (1) $a IK
, FOR EACH SQ. FT. OF
ENCLOSED AREA.
EACH VENT COVERS 220 SQ. FT.
' PER PRODUCT APPROVAL.
114 SQ. FT. / 220 • 3.5 VENTS
, TOTAL VENTS PROVIDED 4
— — — — — —
5-BOLT
_._ I X 2-3/4"
U2'-GALV.NOTES:
BOLTS ek"-11 X 2-'/♦" LG.
W/ HEX. SQ. NECK W/ NUTS
GIB— ANCHOR
(RED HEAD
TENSION BOLT LABELED (A) FOR
FRAME ATTACHMENT ONLY.
L J
TENSION BOLT LABELED (B) FOR
VERTICAL TENSION.
1" I I C52 ANCHOR
BY: TIE DOWN ENGINEERING
MAX UPLIFT PER
2X SYP
DEVICE 15 4,150 LBS
TIE DOWN STRAP
PER SPECIFICATIONS
I -BEAM -
8" X 8" X 16"
CBS BLOCK
PIERS
4" SLAB W/ RB
SEE TIE -DOWN/
PIER REQUIREMENTS
2X6 SYP DECK
JOISTS a 16" OC
2X8 SYP
STRINGER
Z
L
SEE STAIR J
DETAIL
4X4 SYP
POST
RIPPED 4X4
SYP BLOCKING
FOR 2X6 SYP
ANGLED STRINGER
2X6 SYP
ANGLED
STRINGER
2X8 SYP DECK
JOIST SUPPORT W/
(2) J" GALV LAG SCREWS
DECIG CONNEC
SCALE: 1/2" = 1'-0"
UNIT TO BE
TIED DOWN
2X COMPOSITE DECKING
ATTACHED W/(2)M0x3"
GALV DECK SCREWS
AT EACH BEARING POINT
2X6 SYP STRINGER
(2)" GALV LAG SCREWS
SIMPSON LU28 AT STAIR -
STRINGERS TO 2X8 DECK
JOIST SUPPORTS OR
(2) %" GALV LAG SCREWS
AT STRINGER TO POST
4X4 PT POST W/
SIMPSON AB44
PROVIDE (3) 010x3" DECK
SCREWS AT EACH 2X6 SYP DECK
-T TO ANGLED 2X6 SYP STRINGER
2X COMPOSITE DECKING
ATTACHED W/ (2) 010x3"
G v DECK SCREWS
AT EACH SEARING POINT
VINYL POST , `��
VINYL RAIL O�. G Of,00
-------- -----� --- -----
10"
CONCRETE TREAD
+ P NOSE
STAIR DETAIL
N.T.S.
2X6 SYP DECK
JOISTS 401611 OC
2X8 5YP
STRINGER
Z
2X6 SYP DECK
JOISTS a I6" OC
_
2X COMPOSITE DECKING
LENGTH VARIES ATTACHED W/ (2) 010x3"
GALv DECK SCREWS
AT EACH BEARING POINT
SEE STAIR
DETAIL
1
i
SIMPSON FACE MOUNT
4X4 SYP
w J HANGER LU26
POST /
MT512 F- Q
RIPPED 4X4
STMRAF'SPON
p
SYP BLOCKING
W
FOR 2X6 SYP
N
ANGLED STRINGER
2X6 SYP
ANGLED
STRINGER
�— 08 GALV SCREWS
CONCRETE - --(2)-EACH SIDE
Xx" WEDGE ANCHOR 4X4 SYP POST ATTACHED TO GONG
W/ 3" EMBEDMENT MIN W/ SIMPSON A544 POST BASE
TION DETAIL
PROVIDE (2) 03 X 2-}"
DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER
OF TWEE WALL
WALL COMPLIES WITH UNIT
MANUFACTURER'S PERIMETER
WALL BLOCKING REQUIREMENT
HYDRO VENT
SEE PLAN
2X4 P.T. SYP KNEE WALL W/ STUDS a Iro OC
W/ Y4"x3" TAP -CONS a 24" Or -
(BOTTOM PLATED W/ }" GDX PLYWOOD W/ 5/8"
K W/ VINYL LAP SIDING
zTYPICAL ELEVATION5
LLn
O N.T.S. (FOR VISUAL PURPOSES ONLY)
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SCALE: 1/4" I'-m"
■ EXTERIOR FINISH
■
MIGS2 ANCHOR %"xl" WEDGE CONCRETE THICKENED EDGE:
(SEE DETAIL) ANCHOR (RED HEAD) 8 D X 8 W W/ (I) 5 RB GONT CAULKING
SECTION A -A
SCALE: 3/4" = 1'-011a
WIND AGAINST FACE OF UNIT:
10 WOOD SCREW
28.625 x 46 102 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 160 LBS. AND 2 SCREWS WILL HOLD 200 LBS. XT R I OR DOOR
AT EACH OF THE 4 COMERS. %�
THEREFORE STRAP, TAPGON AND SCREWS WILL HOLD UNIT IN PLACE. (METAL �R/41"I )
A 4" SLAB, 42" X 52" WEIGHS 195 LBS.
ALL LUMBER SHALL BE SYP PRESSURE TREATED
ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
SECTION R322 OF THE 2011 RE51DENTIAL BUILDING CODE.
4'
VINYL
2XI2 SYP STRINGER
2XI2 SYP STEP
Ix8 SYP W/
DECK SCREWS
3/(," X 3" GALV.
HEX SCREWS
4-REQ'D.
_ RISER
L ALUM. ANGLE
W/" TAPCONS
PROVIDE (3) 010x3" DECK
SCREWS AT EACH 2X6 SYP DECK
T TO ANGLED 2X6 SYP STRINGER
2X COMPOSITE DECKING
ATTACHED W/(2)10xV
GALV DECK SCREWS
AT EACH BEARING POINT
MING DETAILS
WCABYU E
NOTE: StLucieCnnnfi
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
GROSS -SECTION
W/ I-Yi' TO 2" DIMENSION.
NOTE:
GUARDRAIL SHALL COMPLY W/ FBG - 6TH EDITION
POST
PICKS'
2-010 X I" NON -CORROSIVE
SMS. is EACH PICKET
CONNECTION.
TOP PLATE TO POST 4
POST TO CHANNEL W/
10 X I-Y," SMS.
HAND RAIL DETAIL
N.T.S.
VINYL 2X2 RAIL POST
ATTACHED TO VINYL
10 SS.5. MIN.
<
CASTERS
2" EMBEDMENT.
4-REQ'D.
y
Ye" S.S.S. MIN. I"
EMBEDMENT.
C 4-REQ D.
2X6 SYP
2X6 SYP
PECKING
STRINGER
RAILING 6J45E
N.T.S.
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CRITERIA
PER FBC - 201Z oTH EDITION
REVISIONS
BY
VENTS FLOOD
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Date:
12AO12018
SCa IC;
1/4" =
I'-0"
Drawn:
MM/JB
JOB: 5 STAR PAU.AMO
Sheet:
Of I
Sheets