10-640-008LISTED TRUSSES AT 10^ D.C.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 30 PSF TOP CHORD
DEAD LOAD 10 PSF TOP CHORD
DEAD LOAD 10 PSF BOTTOM CHORD
RIM MEMBER 2x4 SYP #2 W|N.
THERMOPLASTIC SINGLE PLY ROOF COVER|NOVNTH ASTM D4434 OR CGS637-CP-54W
RBERTIQHT BY MULE-HIDE PRODUCTS
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
8^ O� WITHIN 4' OF ALL OTHER EDGES
.. ' ' SITE INSTALLED 3/8'' X 5^ LAG SCREWS
� D.C. ELSEWHERE '
� � " '' STAGGERED FROM SIDE TO SIDE
- - - ----� - - ^ � LAYERS 3/4 18 TEC L�w
ROOF COVERING OVER 3/4^ PLYWOOD x o."v��n�u ,nv� o.u� .* ".u�
RATED SHEATHING, MINIMUM EXp-1 32/18 RIDGE BEAM BOTH UNITS AT 16 0.C, MAXIMUM. LAG SCREWS
SEE SPAN CHART |N MUST PENETRATE 1 J/4^ MINIMUM INTO
SEE C0NST PK0 FOR OTHER APPROVED MATERIALS '
SEE SHEATHING DETAIL,
APPROVED STRUCTURAL ADJACENT MODULE R|DgEBEAW OR
PACKAGE TRUSS.
\ \ ..\ /
\ \ 2u\ �24 .
RIDGE BEAM
3 LAYERS 3/4"x 24" TEC LAM LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN
BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
COLUMNS TO EXTERIOR FACE OF ENDWALL,
MULTIPLE UNITS ARE TO BE CLUED & NAILED TOGETHER
TO ACT AS ONE UNIT,
INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER
SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE
OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND
SEE STRUCTURAL PKG FOR ALTERNATE RIDGE BEAM CONST,
SEE STRUCTURAL PK0, FOR--/ R- 19 KRAFTBACK
DUCT SPECIFICATIONS, ROOF INSULATION
FASTEN RIDGE BEAM TO EACH TRUSS
WITH NO LESS THAN 6-15 CA, STAPLES
WITH 1' PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING.
DOUBLE TOP PLATE
2X4 SPF #2
NOTE INSTALL A J 1/2" PLYWOOD STRIP AT TOP PLATE THE SAME THICKNESS AS THE CEILING FINISH
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
T--2x SYP #2 FLOOR J0|9T3. SEE
\ 2X5 @16" O.C.,3EE SHEET #1 FOR 100# LOAD AREAS
WlOx8.5 |-BEAM
INSTALL (1) 3/8^XJ^ LAG
SCREW INTO FRAME CLIP, TYP, EACH FLOOR JOIST
8.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/0R
GABLE YENTS,
TRUSS DESIGN UNIVERSAL #SF05961
1/4' MIN SLOPE PER FOOT
20
*INSTALL STUDS 12" O,C. WITHIN 4'-0" FROM ENDS
OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS
48" TYPICAL
T&Q JOINT
(TYPICAL)
PER PLAN
SITE INSTALLED J/O^ LAC SCREWS
STAGGERED FROM 'SIDE TO SIDE
AT 48° D.C. MAX. LAG SCREWS
MUST PENETRATE 1 3/4^ MINIMUM INTO
ADJACENT MODULE RIM JOIST.
, t /�[}T|/lN�| T��U��{� �/�[� F\�Fl[ �`/�UNTV SHINGLES
�// //`//�/`�_ //`�/`�`� FOR �//`�/�- �/����/x / /
LISTED TRUSSES 0 10" O.C. MAX.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 30 PFS TOP CHORD
DEAD LOAD 10 pSF TOP CHORD
ULAU~'`^ '^^~ ^~ ~~- ~~--^'' ~'^R~
RIM MEMBER 2x4 SYP #2 W|N.
DADE COUNTY APPROVED SHINGLES OVER 5/8~ PLYWOOD
RATEDED�SHEATH|NG. MINIMUM EXP-1 20/0
SEE ROOF
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EXTERIOR WALL FINISH,
EXTERIOR WALL STRUCTURAL BRACING
S|DEWALLS:
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 P0SS|BLE,
BRACING MATERIAL:
5/8'^ APA RATED SHEATHING EXP, 1.-2 EXT
OR 5/8" APA RATED SIDING EXT. FASTENED
WITH Dd 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
SAN[ SIZE AND GRADE AS EXTERIOR WALL
FR4W|NG, 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 3|0N8 EXT, FASTENED
WITH 8d GALVANIZED COMMON OR BOX
AT 4^ D.C. EDG[S, 8^ D.C. FIELD.
O[lOA FRAMING
NUN[)0Vy FRAMING
HEADERS
2-2x4 SYP #2
PLATE
YP #2
)LE STUDS
YP #2
5" O.C.
20"
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
ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC
END. (TYPICAL SIDEWALLS)
DOUBLE STRAPPING AT EACH STUD FOR
FLOOR LOAD 10 PSF DL
FIRST 4' IN FROM EACH CORNER,
5/16" = 60 KSI MINIMUM
TRUSSES THAT DO NOT FALL DIRECTLY dz/
OVER WALL STUDS SHALL BE STRAPPED TO
WIND LOAD 146 MPH
TOP PLATE AND TOP PLATE SHALL BE
3, SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
STRAPED TO NEAREST AJACENT WALL
STUD WITH EQUIVALENT STRAPPING
ROOF' 10 PSF DL
4. SEE FBC TABLE 2324.1 FOR FASTENING REQUIREMENTS
NOT OUTLINED ON THIS PACE.
5, ALL STRAPS SHALL BE GALVANIZED WITH A CURRENT PRODUCT
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 TYP UNLESS
NOTE ON SHEET #2 SPECIFIES OTHERWISE
SEE CONSTRUCTION PACKAGE FOR CONST,
R-11 KRAFTBACK
WALL INSULATION
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
INSTALL DOUBLE STRAPPING AT EACH STUD
FOR FIRST 4' IN FROM EACH CORNER,
INSTALL (3) 3/8"XY 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
THERMOPLASTIC SINGLE PLY ROOF COVER|NOVNTH ASTM D4434 OR CGS637-CP-54W
RBERTIQHT BY MULE-HIDE PRODUCTS
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
8^ O� WITHIN 4' OF ALL OTHER EDGES
.. ' ' SITE INSTALLED 3/8'' X 5^ LAG SCREWS
� D.C. ELSEWHERE '
� � " '' STAGGERED FROM SIDE TO SIDE
- - - ----� - - ^ � LAYERS 3/4 18 TEC L�w
ROOF COVERING OVER 3/4^ PLYWOOD x o."v��n�u ,nv� o.u� .* ".u�
RATED SHEATHING, MINIMUM EXp-1 32/18 RIDGE BEAM BOTH UNITS AT 16 0.C, MAXIMUM. LAG SCREWS
SEE SPAN CHART |N MUST PENETRATE 1 J/4^ MINIMUM INTO
SEE C0NST PK0 FOR OTHER APPROVED MATERIALS '
SEE SHEATHING DETAIL,
APPROVED STRUCTURAL ADJACENT MODULE R|DgEBEAW OR
PACKAGE TRUSS.
\ \ ..\ /
\ \ 2u\ �24 .
RIDGE BEAM
3 LAYERS 3/4"x 24" TEC LAM LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR SPAN
BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER
COLUMNS TO EXTERIOR FACE OF ENDWALL,
MULTIPLE UNITS ARE TO BE CLUED & NAILED TOGETHER
TO ACT AS ONE UNIT,
INSTALL 2X4 X DEPTH OF BEAM SPF #3 BEARING STIFFENER OVER
SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE
OF STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND
SEE STRUCTURAL PKG FOR ALTERNATE RIDGE BEAM CONST,
SEE STRUCTURAL PK0, FOR--/ R- 19 KRAFTBACK
DUCT SPECIFICATIONS, ROOF INSULATION
FASTEN RIDGE BEAM TO EACH TRUSS
WITH NO LESS THAN 6-15 CA, STAPLES
WITH 1' PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING.
DOUBLE TOP PLATE
2X4 SPF #2
NOTE INSTALL A J 1/2" PLYWOOD STRIP AT TOP PLATE THE SAME THICKNESS AS THE CEILING FINISH
SEE STRUCTURAL PACKAGE FOR FLOOR DECKING
T--2x SYP #2 FLOOR J0|9T3. SEE
\ 2X5 @16" O.C.,3EE SHEET #1 FOR 100# LOAD AREAS
WlOx8.5 |-BEAM
INSTALL (1) 3/8^XJ^ LAG
SCREW INTO FRAME CLIP, TYP, EACH FLOOR JOIST
8.4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND/0R
GABLE YENTS,
TRUSS DESIGN UNIVERSAL #SF05961
1/4' MIN SLOPE PER FOOT
20
*INSTALL STUDS 12" O,C. WITHIN 4'-0" FROM ENDS
OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS
48" TYPICAL
T&Q JOINT
(TYPICAL)
PER PLAN
SITE INSTALLED J/O^ LAC SCREWS
STAGGERED FROM 'SIDE TO SIDE
AT 48° D.C. MAX. LAG SCREWS
MUST PENETRATE 1 3/4^ MINIMUM INTO
ADJACENT MODULE RIM JOIST.
, t /�[}T|/lN�| T��U��{� �/�[� F\�Fl[ �`/�UNTV SHINGLES
�// //`//�/`�_ //`�/`�`� FOR �//`�/�- �/����/x / /
LISTED TRUSSES 0 10" O.C. MAX.
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 30 PFS TOP CHORD
DEAD LOAD 10 pSF TOP CHORD
ULAU~'`^ '^^~ ^~ ~~- ~~--^'' ~'^R~
RIM MEMBER 2x4 SYP #2 W|N.
DADE COUNTY APPROVED SHINGLES OVER 5/8~ PLYWOOD
RATEDED�SHEATH|NG. MINIMUM EXP-1 20/0
SEE ROOF
QWF'Armu(' nPTxx
EXTERIOR WALL FINISH,
EXTERIOR WALL STRUCTURAL BRACING
S|DEWALLS:
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 P0SS|BLE,
BRACING MATERIAL:
5/8'^ APA RATED SHEATHING EXP, 1.-2 EXT
OR 5/8" APA RATED SIDING EXT. FASTENED
WITH Dd 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
SAN[ SIZE AND GRADE AS EXTERIOR WALL
FR4W|NG, 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 3|0N8 EXT, FASTENED
WITH 8d GALVANIZED COMMON OR BOX
AT 4^ D.C. EDG[S, 8^ D.C. FIELD.
O[lOA FRAMING
NUN[)0Vy FRAMING
HEADERS
2-2x4 SYP #2
PLATE
YP #2
)LE STUDS
YP #2
5" O.C.
~-� ~-~ ...-- �. .~`
DUCT �PEC1RCA�ONS.
SEE SHEET #1 FOR
CEILING INT. FINISH
ROOF INSUL�TION
:1 -�
|
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2.
_�
-=��=-1 1/4"
CROS3W[MBER SECTION
INSTALL D|ApHRNN 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 1879 CONSTRUCTION CODES
AND ADHERE T0 THE FOLLOWING
CRITERIA:
CONST. TYPE VI
OCCUPANCY B
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 146
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO. WDSUO8y54
ALLOWABLE
FLOOR LOAD 00
APPROVAL DATE 06/02/2010
MANUFACTURER PER DCA LETTER
APPROVED FOR HIGH VELOCITY
WIND ZONE YES
M.D.S.
FULL LENGTH 3/15^ FILLET WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSWEMB[RS.
1-1/2"
12 GA. OUTTRIGGER r
1-l/2~ ---^-
7'
12 GA. CR0SSWEM8ER.
(T0 BE LOCATED OPPOSITE
1-1/2^
0UTR|CQER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
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cn
STAGGER JOINTS 48~ O.C.
ENDWALL
3/4' RATED SHEATU|NG, PLYWOOD TO BE
FASTENED TO TRUSSES WITH #10d NAILS AT 4^ O.C.
AT 4' FROM END-WALLS. WITH #106 NAILS AT 8'' O.C.
AT ALL OTHER AREAS
SEE STRUCTURAL PKG FOR ALTERNATE SHEATHING METHODS
ROOF SHEATHING DETAIL
SIZE CODE TYPE
PER PRINT 2001 FBC N
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GENERAL CROSS SECTION NOTES
DESIGN CRITERIA
1, UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH
ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC
FLOOR LOAD 50 PSF LL
2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18.2.1
FLOOR LOAD 10 PSF DL
5/16" = 60 KSI MINIMUM
WIND LOAD 146 MPH
3, SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
ROOF; 30 PSF LL
LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS.
ROOF' 10 PSF DL
4. SEE FBC TABLE 2324.1 FOR FASTENING REQUIREMENTS
NOT OUTLINED ON THIS PACE.
5, ALL STRAPS SHALL BE GALVANIZED WITH A CURRENT PRODUCT
CONTROL APPROVAL
~-� ~-~ ...-- �. .~`
DUCT �PEC1RCA�ONS.
SEE SHEET #1 FOR
CEILING INT. FINISH
ROOF INSUL�TION
:1 -�
|
�
2.
_�
-=��=-1 1/4"
CROS3W[MBER SECTION
INSTALL D|ApHRNN 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 1879 CONSTRUCTION CODES
AND ADHERE T0 THE FOLLOWING
CRITERIA:
CONST. TYPE VI
OCCUPANCY B
ALLOWABLE #
OF FLOORS 1
WIND VELOCITY 146
FIRE RATING OF
EXTERIOR WALLS 0
PLAN NO. WDSUO8y54
ALLOWABLE
FLOOR LOAD 00
APPROVAL DATE 06/02/2010
MANUFACTURER PER DCA LETTER
APPROVED FOR HIGH VELOCITY
WIND ZONE YES
M.D.S.
FULL LENGTH 3/15^ FILLET WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSWEMB[RS.
1-1/2"
12 GA. OUTTRIGGER r
1-l/2~ ---^-
7'
12 GA. CR0SSWEM8ER.
(T0 BE LOCATED OPPOSITE
1-1/2^
0UTR|CQER AS SHOWN)
OUTRIGGER SECTION
FRAME DETAIL
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cn
STAGGER JOINTS 48~ O.C.
ENDWALL
3/4' RATED SHEATU|NG, PLYWOOD TO BE
FASTENED TO TRUSSES WITH #10d NAILS AT 4^ O.C.
AT 4' FROM END-WALLS. WITH #106 NAILS AT 8'' O.C.
AT ALL OTHER AREAS
SEE STRUCTURAL PKG FOR ALTERNATE SHEATHING METHODS
ROOF SHEATHING DETAIL
SIZE CODE TYPE
PER PRINT 2001 FBC N
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