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SCALE: 1/4" 1'-0"
imino now
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AF_d" ._ 2'-01,
41'-4"
TYf=. MULTI -WIDE TIE -DOWN FLACEMENT
5c4E= 1/4" . P-m"
NOTES:
EXISTING CONCRETE SLAB TO
BE SAW CUT FOR TIE DOWN
INSTALLATION INTO SOIL.
STANDARD VERTICAL TIE -DOWN
ANCHORS MAX. 4'-0" O.G.
COLUMN SUPPORT TIE -DOWNS
REQ'D. AT COLUMN LOCATIONS_
MAX 6'-0" O.G.
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2X6 PT Di
JOISTS e N
4X4 P1
POST
2X8
STRMGI
2X6 PT -
STRMGER
2XIO PT ST
15" RISERS
'35" TREADS
DI=CIG �
SCALE: 1/4" = 1'-0"
2X6 PT -
DECKWG
2X2 ALUM.
POST
REAR DECK
I= CK I=,
SCALE: 1/4" = 1'-0"
PT
SCALE: 1/4" 1'-0"
A -BOLT
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DIVISION INSPEC UDas 01 ''-
BUILDING PRODUCTS 1NCL AILS.
AI.Uµ1NUC IA
NNEC110N8 ONS AN
VISIB%-E CO CONNEC11 ,TS
pETA1LS ARETNERESPONSI�
OF THE ALUµINUNI CONTRA
I
I AI
Al
Lq'11NUM
RAIL
VINYL
SIDING
VENT
3"-11 X 2-%u
SIMPSON FACE MOUNT W
HANGER HU626 W/ 6-Ibd PROVIDE SIMPSON FACE
TO JOISTS W/ 14-16d MOUNT HANGER HUS26
TO STRINGER 2X6 PT DECK +ALL DECK JOISTS.
JOIS72 Y I6" O.G.
LENGTH VARIES
2X6 PT DECKING ATTACHED
W/ MO GALV. DECK SCREWS.
SIMPSON MTS12 J"
STRAP W/ 14-10d
NAILS.
2X8 PT STRINGER W/
2-% LAG SCREWS
4X4 PT POST
ATTACHED TO
_
14" WEDGE ANCHOR
CONC. W/ SIMPSON
A644 POST BASE.
W/ 3" EMBEDMENT MIN.
EXISTING CONCRETE 08 GALV. SCREWS
2 EACH SIDE
DECK DETAIL
SCALE- 1/2" = I'-0°
2X6 PT
DECK11,ez
2Xs PTA
STRINGER
%u LAG -�
NOTES:
2-GALV. BOLTS V-11 X 2-3/4" LG.
W/ HEX SQ NECK W/ NUTS
TENSION BOLT LABELED (A)FOR
FRAME ATTACHMENT ONLY_
TENSION BOLT LABELED (S) FOR
VERTICAL TENSION -
FOR TYPE 1 SOIL USE:
MODEL: M121- % PART: 59081
48" X %u ROD, I'-6° HELIX
-OR-
MODEL: M121- % PART #: 5SOS4
48" X 2l4" ROD, 1'-6" HELIX
FOR TYPE 2 -SOIL USE•
MODEL: M601 PART '- DSOSS
60" X W' ROD, I'--V HELIX
ANCHOR DETAIL
N.T.S.
TI9 DOWNS CERTIFIED TO 140 M.P.H_
EXPOSURE "C" MODULAR TIE -DOWNS
4 DECKS ARE ENGINEERED FOR USE
IN A "FLOOD ZONE"
gECOMMENDED MODULAR HOME ANCHORING ORDINANCE
FOR PURPOSES OF EVALUATION 4 PERFORMANCE, EACH GROUD ANCHOR WHEN
INSTALLED 4 LOADED M THE DIRECTION THE EXPECTED F+ROE SHALL BE
NOT LESS THAN 4,150 POUNDS IN THE SOIL TYPE FOR WHICH i SPECIFIED.
ALL MODULAR HOMES SHALL BE ANCHORED TO EACH PROWED ANCHOR ON THE HOME
AND SHOULD BE IN COMPLIANCE WITH EXISTING DEPARTMEWO° HOUSING AND
URBAN DEVELOPMENT FEDERAL MODULAR HOME GONSTRUdON AND SAFETY STANDARDS_
NEW HOMES SHALL BE ANCHORED TO THE SPECIFICATIONS A PROVIDED BY THE
MANUFACTURER OF THE MODULAR HOME.
NOTE: GROUND ANCHORS FOR FLORIDA ONLY: FOR RIRPOES OF INSTALLATION OF
MANUFACTUREDYMODULAR HOMES IN THE STATE OF FLORID, THERE WILL BE TWO SOIL
CLASSIFICATIONS. ALL ANCHORS AND STABILIZER PLATES'1UST BE GALVANIZED.
SOIL CLASSIFICATION ANALYSIS: GOO@ CODE PROBE VALUES
TYPES OF SOIL (IN LBS.)
"4A" - LOOSE TO MEDIUM DENSE SANDS, FIRM TO GEEN 215-350
Tyf* i STIFF CLAYS AND SILTS, ALLUVIAL FILL
"4 " - VERY LOOSE SANDS, FIRM CLAYS AND im n5-2-15
TYP€ 2 SILTS. ALLUVIAL FILL.
THf TEST PROBE IS THE DEVICE USED TO MEASURE TRQUE VALUES OF SOILS TO
A9¢I51' IN THE DETERMINING P.S.I. HOLDING CAPABILI7 OF THE SOIL IN WHICH
THE ANCHOR IS INSTALLED. THE PROBE HAS A I-ELIAL SECTION 10.15" LG. X 125"
NOTE:
4" 2 RISERS 4 1 TREAD
iM NOT LESS THAN 24"
NOT MORE THAN 25"
ALUMINUM RAIL
ALUMINUM PICKETS
Ak 2X12 PT STRINGER
r
2X10 PT
IXe PT W/
DECK SCREWS
L
° X 3" GALV.
HEX SCREWS
4-REQ D.
-r RISER
ALUM_ ANGLE
- 9 " W/ %" TAPCONS
EXISTING CONCRETE
STAIR PETAL
SCALE: 3/4" r-0"
Ole S.S.S. MIN-
2" EMBEDMENT.
4-REQ'D.
2X6 PT
DECKING
ALUMINUM 2X2 RAIL POST
ATTACHED TO ALUMINUM
CASTERS
Ye" SS.S. MIN. 1"
EMBEDMENT.
4-REQ'D.
THESE
AP
ESUBd�YFIE TTO
2X6 PT
STRINGER
oU1RED B T TO
MAYBENECESSAI
CokikYWITNALL
RAILING SASE
N.TS.
NOTE:
HANDRAIL BRACKETS OR BALUSTERS
SHALL NOT BE CONSIDERED TO BE SCANNED
OBSTRUCTIONS TO GRASPABILITY. Bl�
BOTTOM OF HANDRAIL SHALL CONTINUE irC}�Illptc ;'
TO SLOPE FOR A DISTANCE OF THE DEPT14
OF ONE TREAD FROM BOTTOM RISER
HANDRAIL HAS CIRCULAR
CROSS-SECTION
W/ 1-4" TO 2" DIMENSION.
NOTE
GUARDRAIL SHALL COMPLY WJ
FBC 2004 SECTION 160'I.TJ
POST
PICK'
2-010 X I" NCN-CORROSIVE
&MS. ® EACH PICKET
CONNECTION.
TOP PLATE TO POST 4
POST TO CHANNEL W/
"10 X I-V S.MS.
NAND TRAIL DETAIL
N.T.S.
MAJOR DIA. X 081 MINOR DIA. X 1.15" PITCH, THE CCNECTING SHAFT MUST BE OF
SUITABLE LENGTH FOR OVERALL ANCHOR PENETRAON N CODE FSC 2004
F
I L E N
REVISIONS
BY
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Date: m-06-01
Scale: 1/4" -
1'-v
Drawn: MM/BGM
Job: STAHL
Sheet:
Of Sheets
1