HomeMy WebLinkAboutModular Home PlanSTRUCTURAL NOTES:
* SOIL BEARING CAPACITY MIN. 2500 PSF
* ALL STRUCTURAL CONCRETE SHALL DEVELOP
A MIN. COMPRESSIVE STRENGTH OF 3000 PSI
AT 26 DAYS.
4
* ALL REINFORCING STEEL SHALL BE GRADE 6D
CU
MEETING ASTM SPECS A-615
* MIN. CONC. PROTECTION FOR RE -BARS:
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FTGS: 3" BEAMS: 1 \" SLABS: 1 "
* LAP REINFORCING BARS 30 INCHES MINIMUM
EXPOSURE "C" - 170 MPH 3 SEC GUST o
PROVIDE SOX30 O
-
ALUM ACCESS `-
NOTE: DOOR.
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THE FOUNDATION/PIER SYSTEM IS DESIGNED
TO RESIST FLOOD ELEMENTS OF FLOTATION,
COLLAPSE AND LATERAL MOVEMENT PER
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FEMA CRITERIA FOR EXPOSURE "C" LOCATIONS.
ACCESS DOORS TO BE BUILT ON A 1" X 2" OPEN BACK FRAME SECURED
WITH #1 O X 2" SHEET METAL SCREWS,
WITH A HALF-Z WRAP (#B X 3/4" TEKS ON THE FACE);
o
DOOR SLAB IS SCREEN DOOR MAINFRAME # 10 X 1 " 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 r
LATCH FOR HARDWARE. .
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CONCRETE THICKENED EDGE:
B"D X 81`W W/ [1) #5 RB CONT
CONCRETE EXTENSION
G
REQUIRED ALONG ENTIRE
6"
LENGTH OF CARPORT
(FOR FUTURE IMPROVEMENT]
SECTION B-B
SCALE: 3/4" = 1'-0"
HYDRO VENT
(3)THIS SIDE
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40'-0" 3'-6" 3'-6"
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SCALE: I/4" = 1'-0" ------
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PROVIDE Y," MAC�HINNE BOLT THRU I -BEAM
W/ [21 TIE DOWN STRAPS AT BOLT
1
121 MICS2 ANCHORS AT CONCRETE
AS SHOWN
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1' 4" 5' 4"
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9"
(SEE TIE DOWN ENGINEERING
FOR AILED INFORMA ]
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B"x16".CONCRETE FOOTING
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PROVIDE
Y2" MACHINE BOLT THRU I -BEAM
W/ (2) TIE DOWN STRAPS AT BOLT
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W/ (2) #5 RB CONTINUOUS
1
[2) MICS2 ANCHORS AT CONCRETE
AS SHOWN
(SEE TIE DOWN ENGINEERING
FOR DETAILED INFORMATION)
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1
STORAGE 3Fn
1 --- , O 0
J_30N40"IMPA TWINDO
(3) I VENT
HY ISSIDE L1'-4" 5'-2" 5'-2" 5`-2" 5'-2" 5'-2" 5'-2" 5'-2" 1'-4"�
SEE SHEET S-2 FOR
STORAGE ROOM FRAMING
SCALE:1/4" 2 1`-01i
t Pk
�'I''vol"D V
UNIT TO BE
TIED DOWN
2X SYP PROVIDE (2)#9X2-g ALL MATERIAL BELOW FLOOD MUST BE CONSTRUCTED
° V DECK SCREWS TOE -NAILED
AT EACH VERTICAL MEMBER TIE DOWN STRAP OF KNEE WALL WITH FLOOD RESISTANT MATERIAL, IN ACCORDANCE WITH
'.
PER SPECIFICATIONS MANUFACTURERS COMPLIESWITHUNIT SECTION R322 OF THE 2017 [6TH EDITION] RESIDENTIAL BUILDING CODE.
MALL BLOCKING
R PERIMETER
WALL BLOCKING REQUIREMENT
I -BEAM HYDRO VENT .:, -, 4X4 SYP POST VINYL POST
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,':: SEE STAIR DETAIL .
8° X 8" X 16" K S 2X6 SYP DECK . VINYL RAIL
CBS BLOCK 2X4 SYP.KNEE WALL W/ STUDS @ 16' OC
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PIERS ' W/ "x3' TAP -CONS 0)24" OC (BOTTOM PLATE) ,
W/ �" COX PLYWOOD I I = JOISTS @ 16" OC
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UNIT WT. 360 LBS. , m
4' SLAB W/ RBw 35.3 #�FT 2COMPOSITE
W/ [ 1 DECKING 2X6 SYP STRINGER I I I I 3-3/4
SEE TIE -DOWN/ m > A O
PIER REQUIREMENTS iu or. U- L GALV DECK SCREWS
AT EACH BEARING POINT T-6"
CONDENSING uNlr 2X8 SYP STRINGER VINYL PICKETS
[ I 2X COMPOSITE DECKING
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CONCRETE THICKENED EDGE:, Q ATTACHED W/ (21 #10
MICS2 ANCHOR 5/e"x7" UVEDGE 8"D X B"W W/ f 1] #5 RB CONT rI I I DECK FRAMING 1 A M I N G DETAIL I L GALV DECK SCREWS
G [SEE DETAIL] ANCHOR (RED HEAD] II / AT EACH BEARING POINT 2X1.2 SYP STRINGER
SIMPSON MST7;52
SCALE:
SECTION A -A Py r ' II 0 4COURSE
Id
SCALE: 3/4" = I'-0"
PROVIDE [41 MIAMI TECH
^' CUTE) BRACKETS
A/C TIE -DOWN DETAI
I -BEAM
CONDENSING UNIT
(3) SELF TAPPING
METAL SCREWS
3/ 6" X 1-y4' TAPCON
L CONCRETE PAP
PART # 59002
- STRAP/SWIVEL
CONNECTOR
FACTORY
WELDED
BRACKET
FRAME ATTAC MENT FOR FACTORY BRACKETS
SOME HOMES MAY HAVE FACTORY BRACKETS WELDED TO THE I -BEAMS
FOR LONGITUDINAL ANCHORS. ATTACH THE STRAP/SWIVEL CONNECTOR TO
THE FACTORY BRACKETS USING A 2' GRADE 5 BOLT & NUT. ANCHORS/TIES
MUST BE INSTALLED TO PROVIDE A 450 OR LOWER STRAP ANGLE.
CONCRETE \
I1) & X 2Ya LG. TAPCON PER BLOCK
& [2) AT CONCRETE: 180 LBS.
PIER DETAIL
MW'vI
(2) #14 SHEET METAL
SCREWS TO CONDENSING
UNIT. 200 LB. SHEER
WORKING CAPACITY
POST
PICKE
....... _ B-BOLT 5/8"-11. X
OTES: HAND HAIL
2 GALV: BOLTS %"-1 1 X 2-3/4 LG. —
/ HEX. SO. NECK W/ NUTS N.T.S.
��==j TENSION BOLT LABELED [A] FOR
FLAME ATTACHMENT ONLY.
% x7" WEDGE ANCHOR
(RED HEAD] TENSION BOLT LABELED [B
VERTICAL TENSION.
#1 O S.S.S. MIN.
2" EMBEDMENT.
4-REO'D.
MICS2 ANCHOR
BY. TIE DOWN ENC�INEERINCs
MAX UPLIFT PER COMPOSITE
DEVICE IS 4,750 LEIS DECKING
RAILING BASE
N.T.S.
2-#1 O X 1" NON -CORROSIVE
S.M.S. @ EACH PICKET
CONNECTION.
TOP PLATE TO POST &
POST TO CHANNEL W/
# 10 X 1-Y2" S.M.S.
TAIL
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DOCUAMT DATE_
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08.132020
RIVI510115:
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2X12 SYP STEP -- - -
2X6 SYP STRINGER
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SIMPSON LU28 AT STAIR _
1 X8 SYP W/
STRINGERS TO 2X8 DECK =a
DECK SCREWS w
JOIST SUPPORTS OR m
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CONCRETE TREAD 0C LU [Yj
2X COMPOSITE DECKING +1"NOSE G W <
2X6TYR S@DECK ATTACHED SC (2] #1O STAIR DETAIL NOTE:' �-
JOISTS @ 16° OC GALV DECK BEARING
P IL, -tea -
AT EACH BEARING POINT HANDRAIL BRACKETS OR BALUSTERS Q Z O
LENGTH VARIES N.T.S. SHALL NOT BE CONSIDERED TO BE F- O
OBSTRUCTIONS TO GRASPABILITY. (n :E LE
BOTTOM OF HANDRAIL SHALL CONTINUE L!7 Lif I --
TO SLOPE FOR A DISTANCE OF THE DEPTH Cd Q_
OF ONE TREAD FROM BOTTOM RISER. Q
HANDRAIL HAS CIRCULAR O
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STRAP m Ya
OD W/ 1-' TO 2° DIMENSION.
2XB SYP DECK JOIST
SUPPORT W/ NOTE:
[21 %' GALV LAG SCREWS
GUARDRAIL SHALL COMPLY W/
VINYL 2X2 RAIL POST AT GARAGE DECK OR FBC 201415TH ADDITION]
ATTACHED TO VINYL (2) Y2' GALV MACHINE BOLTS
CASTERS AT EXTERIOR DECKS HUT44X4
T TITLE:IFOUN#8 GALV SCREWS `DATION
Y3[2) EACH SIDE
EMBEDMENT.
4-REO'D. }[2^WEDGE ANCHOR SYP POST ATTACHED TO CONIC &N�
eJ PL N & DETAILS
W/ 3" EMBEDMENT MIN W/ SIMPSON AB44 POST BABE �#y f'12X6SYP
STRINGER TYPICAL ELEVATIONS FOR DECKS ;',AEG sneer nuAeER:
DECK CONNECTION DETAIL "°
SCALE: I/2" = I'-0" N.T.S. (FOR VISUAL PURPOSES ONLY) "��.^3
THIS SETUP HAS BEEN DESIGNED
FOR A FLOOD ZONE INSTALLATION
DESIGN CODE FBC - 2017 (6TH EDITION) '
4X4 PT POST W/ RISER 0
SIMPSON AB44 f q
SIMPSON FACE MOUNT
HANGER LU26
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DOOAMT DATE:
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08.13.2020.
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