13-1230-003LISTED TRUSSES AT 16" O.C.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 10 PSF TOP CHORD
DEAD LOAD 10 PSF BOTTOM CHORD
RIM MEMBER 2x4 SYP #2 MIN.
26 GA. x 1-1/2" STEEL STRAP FROM
TRUSS TO WALL STUD @ 16" O.C. WITH
6 -14 GA. X 1" STAPLES PER STRAP
END. (TYPICAL SIDEWALLS)
DOUBLE STRAPPING AT EACH STUD FOR
FIRST 4' IN FROM EACH CORNER.
TRUSSES THAT DO NOT FALL DIRECTLY
OVER WALL STUDS SHALL BE STRAPPED TO
TOP PLATE AND TOP PLATE SHALL BE
STRAPED TO NEAREST AJACENT WALL
STUD WITH EQUIVALENT STRAPPING
* END —WALLS
2x6 SYP #2 WALL STUDS @16" O.C.
*SIDE —WALLS
2x4 SYP #2 WALL STUDS @16" O.C. —
WINDOW HEADER, SEE
SPAN CHART FOR SPECS
TYP. WINDOW, SEE --�
SHEET #2 FOR SPECS
WALL INTERIOR FINISH, SEE —
SHEET #1 FOR SPECS.
TYP. WINDOW SILL 2X4 SYP #2 —
96" WALL HEIGHT
R -11 KRAFTBACK
WALL INSULATION
2 x 4 SYP #2
BOTTOM PLATE
R -11 UNFACED
FLOOR INSULATION
26 GA. x 1 -1/2" STEEL STRAP FROM WALL
STUD TO FLOOR JOIST AT OPENING STUDS AND
16" O.C. WITH 6- 14 GA, x 1" STAPLES PER
STRAP END. (TYPICAL SIDEWALLS & ENDWALLS)
INSTALL DOUBLE STRAPPING AT EACH STUD
FOR FIRST 4' IN FROM EACH CORNER.
INSTALL (3) 3/8 "X3" LAG
SCREWS FROM TOP FLANGE OF
OUTRIGGER INTO FLOOR,
AND /OR RIM JOIST ABOVE
(TYP. EACH OUTRIGGER)
OUTRIGGER AND CROSSMEMBER INSTALLED
IN ACCORDANCE WITH STATE PACKAGE
20"
THERMOPLASTIC SINGLE PLY ROOF COVERING WITH ASTM D4434 OR CGSB37— GP -54M
FIBERTIGHT BY MULE —HIDE PRODUCTS, OR APPROVED EPDM SEE PACKAGE
SPACE PLY LAPS 51" O.C. WITH 4" MINIMUM OVERLAPS
FASTEN WITH FTR MAGNUM FASTENERS AT ALL
EDGES AND PLY LAPS AT THE FOLLOWING SPACINGS
4" O.C. WITHIN 4' OF THE BUILDING CORNERS
6" O.C. WITHIN 4' OF ALL OTHER EDGES
8" O.C. ELSEWHERE
ROOF COVERING OVER 5/8" PLYWOOD
RATED SHEATHING, MINIMUM EXP -1 32/16 RIDGE BEAM BOTH UNITS
SEE ROOF SEE SPAN CHART IN
SHEATHING DETAIL. —� PACKA ED STRUCTURAL
24 "\ j 24"
SITE INSTALLED 3/8" X 5" LAG SCREWS
STAGGERED FROM SIDE TO SIDE
AT 16" O.C. MAXIMUM. LAG SCREWS
MUST PENETRATE 1 3/4" MINIMUM INTO
ADJACENT MODULE RIDGEBEAM OR
TRUSS.
6.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND /OR
GABLE VENTS.
TRUSS DESIGN UNIVERSAL #SF05961
20
SEE STRUCTURAL PKG. FOR —J R- 19 KRAFTBACK -'
DUCT SPECIFICATIONS. ROOF INSULATION FASTEN RIDGE BEAM TO EACH TRUSS
WITH NO LESS THAN 6 -15 GA. STAPLES
WITH 1" PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING.
— DOUBLE TOP PLATE
2X4 SPF #2 INSTALL FIRE BLOCKING AT CEILING LINE
NOTE INSTALL A 3 1 /2" PLYWOOD STRIP AT TOP PLATE THE SAME THICKNESS AS THE CEILING FINISH
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
2x SYP #2 FLOOR JOISTS, SEE
2X6 0 16" O.C.,SEE SHEET #1 FOR 100# LOAD AREAS
M10x8.5 I -BEAM
INSTALL (1) 3/8 "X3" LAG
SCREW INTO FRAME CLIP, TYP. EACH FLOOR JOIST
*INSTALL STUDS 12" O.C. WITHIN 4' -0" FROM ENDS
OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS
48" TYPICAL
T &G JOINT
(TYPICAL)
PER PLAN
SITE INSTALLED 3/8" LAG SCREWS
STAGGERED FROM SIDE TO SIDE
AT 48" O.C. MAX. LAG SCREWS
MUST PENETRATE 1 3/4" MINIMUM INTO
ADJACENT MODULE RIM JOIST.
EXTERIOR WALL FINISH: T -1 -11
EXTERIOR WALL STRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4' MINIMUM WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
MINIMUM OVER 2" NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
5/8" APA RATED SHEATHING EXP. 1, -2 EXT
OR 5/8" APA RATED SIDING EXT. FASTENED
WITH 8d GALVANIZED COMMON OR BOX
AT 4" O.C. EDGES, 8" O.C. FIELD.
ENDWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4' MINIMUM WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4"
MINIMUM OVER 2" NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
5/8" APA RATED SHEATHING EXP. 1, -2 EXT
OR 5/8" APA RATED SIDING EXT. FASTENED
WITH 8d GALVANIZED COMMON OR BOX
AT 4" O.C. EDGES, 8" O.C. FIELD.
DOOR FRAMING WINDOW FRAMING
HEADERS
2 -2x4 SYP #2
PLATE
YP #2
'LE STUDS
YP #2
6" O.C.
FULL LENGTH 3/16" FILLET WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSMEMBERS.
1 -1/2"
12 GA. OUTTRIGGER r
1 -1/2" r
J 7,.
I]I�2" T
--�I I�-1 1/4" 12 GA. CROSSMEMBER. Imo— P
(TO BE LOCATED OPPOSITE 1 -1/2"
CROSSMEMBER SECTION OUTRIGGER AS SHOWN)
OUTRIGGER SECTION
INSTALL DIAPHRAM BLOCKING WITHIN 4' -0" FROM END —WALL!
WITH 2X SYP #2 LUMBER
LISTING AGENCY
APPROVAL
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
CONST. TYPE VI
OCCUPANCY E
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 146
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO. MDS007521
ALLOWABLE
FLOOR LOAD 40/100
APPROVAL DATE 10/21/2013
MANUFACTURER PER DCA LETTER
APPROVED FOR HIGH VELOCITY
WIND ZONE YES
M.D.S.
FRAME DETAIL
J
J
3
w
0
STAGGER JOINTS 48" O.C.
ENDWALL
5/8" RATED SHEATHING, PLYWOOD TO BE
FASTENED TO TRUSSES WITH #10d NAILS AT 4" O.C.
AT 4' FROM END — WALLS, WITH #10d NAILS AT 6" O.C.
AT ALL OTHER AREAS
ROOF SHEATHING DETAIL
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