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I
LISTED TRUSSES AT 16" O.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 #12 MIN.
26 GA, x 1 --1/2" STEEL STRAP FROM 20"
TRUSS TO WALL STUD 9) 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 EOUIVALENT STRAPPING
END —WALLS
_ 2x6 SYP #2 WALL STUDS 016" 0.C.
*SIDE-WALLS
2x6 SYP #2 WALL STUDS *16" O,C. II
WINDOW HEADER, SEE
SPAN CHART FOR SPECS
^ TYP. WINDOW, SEE
SHEET #2 FOR SPECS
WALL INTERIOR FINISH, SEE
SHEET #1 FOR SPECS. D
TYP, WINDOW SILL 2X6 SYP #2
96" WALL HEIGHT TYP UNLESS
NOTE ON SHEET #2 SPECIFIES OTHERWISE
SEE CONSTRUCTION PACKAGE FOR CONST,
R -11 KRAFTBACK
WALL INSULATION
2 x 6 SYP #2
BOTTOM PLATE
R -11 UNFACED
FLOOR INSULATION
26 GA. x 1 -1/2" STEEL STRAP FROM WALL _L /
STUD TO FLOOR JOIST AT OPENING STUDS AND !,
16" O.C. WITH 6— 14 GA, x 1" STAPLES PER
STRAP END. (TYPICAL SIDEWALLS k 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
RIDGE BEAM
THERMOPLASTIC SINGLE PLY ROOF COVERINGWITH ASTM D4434 OR CGSB37- GP -54M
FIBERTIGHT 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
6" O,C, WITHIN 4' OF ALL OTHER EDGES
8" O.C, ELSEWHERE SITE INSTALLED 3 /8" X 5" LAG SCREWS
ROOF COVERING OVER 3/4" PLYWOOD 3 LAYERS 3/4 "x 16" TEC LAM STAGGERED FROM SIDE TO SIDE
RATED SHEATHING, MINIMUM EXP -1 32/16 RIDGE BEAM BOTH UNITS AT '16" O.C, MAXIMUM, LAG SCREWS
SEE CONST PKG FOR OTHER APPROVED MATERIALS SEE SPAN CHART IN MUST PENETRATE 1 3/4" MINIMUM INTO
SEE SHEATHING DETAIL. APPROVED STRUCTURAL ADJACENT MODULE RIDGEBEAM OR
PACKAGE TRUSS,
24" 2
3 LAYERS 3/4 "x 24" TEC LAM LVL
RIDGE BEAM BOTH UNITS
SEE SPAN CHART IN
APPROVED STRUCTURAL
PACKAGE
TEC -LAM Fb - 2850 PSI
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 GLUED is 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
6 - 16 GA.x 2 1/2" x 7/16" CROWN STAPLES,
SEE STRUCTURAL PKG FOR ALTERNATE RIDGE BEAM CONST.
SEE STRUCTURAL PKG. FOR _/ 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 EOUIVALENT FASTENING.
DOUBLE TOP PLATE
2X6 SPF #2
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 CAD 16" b.C.,SEE SHEET #1 FOR 100 ► LOAD AREAS
M1 Ox8.5 I —BEAM
INSTALL (1) 3 /8"X3" LAG
SCREW INTO FRAME CLIP, TYP, EACH FLOOR JOIST
PER PLAN
6,4 SQUARE FEET NET FREE AREA
OF ATTIC VENTILATION TO BE
PROVIDED BY ROOF AND /OR
GABLE VENTS,
TRUSS DESIGN UNIVERSAL #SF05961
1/4" MIN SLOPE PER FOOT
20
*INSTALL STUDS 12" OX. WITHIN 4' -0" FROM ENDS
OF BUILDING TO ACCOMMODATE END ZONE REQUIREMENTS
48" TYPICAL
T&G JOINT
(TYPICAL)
SI7E 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,
OPTIONAL TRUSS TOR UADE C LINTY SHINGLES
LISTED TRUSSES 0 16" O,C, MAX,
LISTED ROOF TRUSS DESIGN LOADS:
LIVE LOAD 30 PFS TOP CHORD
DEAD LOAD 10 PSF TOP CHORD
DEAD LOAD 10 PSF BOTTOM CHORD
RIM MEMBER 2x4 SYP #2 MIN,
DADE COUNTY r 'FROVED ,SHINGd" OVEN 5/I3" PLYWOOD
RATEDED SHE'a71 111 JG, MIN\IMUM EXP -1 20YO T
SEE ROOF
SHEATHING DETAIL,
2 1/2"— 12" ROOF PITCH
EXTERIOR WALL FINISH:
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" Q.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/!5" APA RATED SHEATHING EXP, 1, -2 EXT
OR 5 /E" APA RATED SIDING EXT. FASTENED
WITH 8d GALVANIZED COMMON OR BOX
AT 4" O,C. EDGES, 8" O.C. FIELD,
DOOR FRAMING WINDOW FRAMING
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 REOUIREMENTS
NOT OUTLINED ON THIS PAGE.
5. ALL STRAPS SHALL BE GALVANIZED WITH A CURRENT PRODUCT
r0NTP0I APPPAVAI
HEADERS
2-2x4 SYP #2
PLATE
YP #2
"LE STUDS
YP #2
O.C.
SEE SPEC. SHEET #1 FOR --✓ SEE SHEET #1 FOR
DUCT SPECIFICATIONS, ROOF INSULATION
SEE SHEET #1 FOR
CEILING INT• FINISH
312"
I
Ll
1 1/4"
CROSSMEMBER SECTION
INSTALL UTAPHRAM BLOCKING WITHIN 4'--0" FROM END -V ALL`
WITH 2X SYP#2 LUMBER
FULL LENGTH 3/16" FILLET WELDS
ONE SIDE OF ALL FLANGES AND
WEBS AT ALL OUTRIGGERS AND
CROSSMEMBERS,
1 -1/2"
- 12 GA, OUTTRIGGER
7„
12 GA. CROSSMEMBER.
(TO BE LOCATED OPPOSITE
OUTRIGGER AS SHOWN)
FRAME DETAIL
ENDWALL
1 -1/2"
OUTRIGGER SECTION
J
t
3
w
0
STAGGER JOINTS 48" O.C.
3/4" 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
SEE S RUCTURAL PKG FOR ALTERNATE SHEATHING METHODS
ROOF SHEATHING DETAIL
LISTING AGENCY
APPROVAL
DESIGN SPACE INC.
P.O. BOX 2008, DOUGLAS, GA, 31533
THESE PRINTS COMPLY WITH THE
FLORIDA MANUFACTURED BUILDING
ACT OF 1979 CONSTRUCTION CODES
AND ADHERE TO THE FOLLOWING
CRITERIA:
q
JOHN A. B O D Z IAK
3637 4TH STREET NORTH
CONST, TYPE
SAINT PETERSBURG, FLORIDA 33704
BATCH #96903352
ARCHITECT
„VI
OCCUPANCY B
ALLOWABLE
rr�n.� mom �s Me,
2730 12TH STREET SOUTH
SAINT PETERSBURG. FLORIDA 33705
HONE #727 - 498 -ro00,
nn
- I f. D S 003 6 2 7
OF FLOORS 1
WIND VELOCITY 146
FIRE RATING OF
EXTERIOR WALLS-_ 0
LISTING AGENCY
DATE SCALE
01/31/2004 - •-NTS—
QUOTE
MDS003627
SER. NO,
PLAN NO, MDS003627
ALLOWABLE
FLOOR LOAD _ 50/100
APPROVAL DATE 01 31 2004
MANUFACTURER PER DCA LETTER
0 / .1 ry 04
APPROVED FOR HI H VELOCITY
WIND ZONE YES
- SIZE CODE TYPE USE
-- - - __ _ -_. ___ .. _
NECKEO r.
..__
REV. APP 'o ly
___
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