43_19_TCCX1.0_Building_Cross_Section.pdf
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- Attached to
- Tyndall AFB Temporary Modular Medical Facility Federal contract opportunity
- Solicitation number
- W9127S19Q6039
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JE DUNN + HWA
CLEARWATER, FL 33756
CONSULTING ENGINEER
1765 CARNEGIE AVENUE
Ph: (727) 505-9941
JAMES E. BRADLEY, P.E.
J E B
0' 4' 8' 16' 32'
1/8" = 1'-0"
0' 2' 4' 8' 16'
1/4" = 1'-0"
0' 1' 2'
3/4" = 1'-0"
4'0' 1'
1 1/2" = 1'-0"
2' 2'1'6"6"3"0' 6"
3" = 1'-0"
1'3"
2500 INDUSTRIAL STREET LEESBURG, FL 34748 (352) 728-2930
TPF TYNDALL -
CONNECTING CORRIDOR
T Y
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-D -6
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& ASSOCIATES
HILBORN, WERNER, CARTER
1627 SOUTH MYRTLE AVE.
CLEARWATER, FLORIDA 33756
THIRD PARTY:
A s i n d ic a te d B
U
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D
IN
G C
R O
S S
S E
C T
IO
N
TCC-
X1.0
D e s ig n e r
A u th o r C h e c k e r W
-1
-R
-6
W
-1
-D -6
S y m b o l D es cr ip ti o n
T ra ck in g N o
A ct io n
D at e
SIDEWALL
STAGGER JOINTS 48" O.C.
E N
D W
A
LL
SCALE: N.T.S.
AND 6" O.C. (FIELD)
TO TRUSSES w/8d NAILS @ 6" O.C. (EDGES)
7/16" APA RATED FR DECK SHEATHING TO BE FASTENED
ROOF SHEATHING DETAIL
3.
4.
2.
1.
SPECIALTY ENGINEERS DESIGN DRAWING.
STUDS ARE DOUBLED.
Fyb = 60 K.S.I. MIN.
YIELD STRENGTH = 36 KSI.
TRUSS BOTTOM CHORDS MUST BE BRACED IN ACCORDANCE WITH
ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B18.2.1.
UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
GENERAL CROSS-SECTION NOTES:
EXTERIOR WALL STUDS MAY NOT BE NOTCHED OR CUT (DADO), UNLESS
ROOF PLAN
SCALE: N.T.S.
TPF TYNDALL - NORTH
PUBLIC HEALTH BLDG
TPF TYNDALL - SOUTH
AMBULANCE SERVICES BLDG
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
ROOF SLOPE
.25" / 12"
EXTERIOR FINISH MATERIAL:
WALL:
OVER 7/16" FR DECK PANEL-C (CLASS "C" RATED) IN ACCORDANCE WITH
ROOF: MULE-HIDE 45 MIL EPDM FULLY ADHERED IN ACCORDANCE WITH ER-5867
INSTALLED PER MANUFACTURER'S SPECIFICATIONS
BARRIER AND BRACING MATERIAL; FASTENED AND
5/16 NICHIHA PANELS OVER APPROVED MOISTURE
ESR-1365.
(UNLESS OTHERWISE NOTED)
BOTTOM PLATE 2x6 SYP#3
CROSS SECTION
SCALE: N.T.S.
(TYP.)
T & G JOINT
PLATE w/(2) TOE-
BRACING MATERIAL:
BRACING MATERIAL:
BRACING INSTALLATION:
ENDWALLS:
R-19 INSULATION
w/KRAFTBACK
NAILED #10x4" SCREWS
7/16" APA RATED FR DECK PLYWOOD SHEATHING MIN. EXP-1, 24/0.
PENETRATION STAPLES PER STRAP END. (TYP. SIDEWALLS)
T-GRID CEILING
TAPERED 2x10 RAFTER @ 24" O.C.
ROOF COVERING OVER
SEE ROOF SHEATHING DETAIL THIS SHEET
SEE DETAIL THIS SHEET
R-38 INSULATION w/VAPOR BARRIER
EXTERIOR WALL FINISH
SIDEWALLS:
BRACING INSTALLATION:
EXTERIOR WALL STRUCTURAL BRACING
TO WALL STUD @ 16" O.C. w/(8) 15 GA. x 1" 26 GA. x 1 1/2" STEEL STRAP FROM TRUSS
EXTERIOR WALL STUDS: 2x6 SYP#2 AT 16" O.C.
DBL 2x6 SYP #2
CONNECTED TO TOP
EACH RAFTER TO BE
TOP PLATE
(8) STAPLES INTO
TRUSS RIM MEMBER
WALL STUD BELOW
(8) STAPLES INTO
2x RAIL
NOTE: AIR GAPS BETWEEN FLOOR
WRAPPED OR OTHERWISE SEALED.
GASKETED, WEATHER-STRIPPED,
AND CEILING SHALL BE CAULKED,
FLAMESPREAD <25
SMOKE DEVELOPMENT <450
BOX NAILS @ 4" O.C. (EDGES) AND 8" O.C. (FIELD)
EXP.-2, EXT., FASTENED w/8d COMMON OR GALV.
7/16" APA RATED O.S.B. SHEATHING, EXP.-1, 47 3/4"
95 1/2"
FROM I-BEAM TO EA. FLOOR JOIST
STUDS AND AT 16" O.C. w/(8)
(1) 3/8" x 3 1/2" LAG SCREW w/FLANGE CLIP
15 GA. x 1 1/2" STAPLES PER STRAP END.
(TYPICAL SIDEWALLS & ENDWALLS)
WALL STUD TO FLOOR JOIST AT OPENING
26 GA. x 1 1/2" STEEL STRAP FROM
AT 16" O.C.
R-19 INSULATION w/KRAFTBACK
RIM JOIST 2x6 SYP #2
BOARD (TYP.)
NYLON IMPREGNATED BOTTOM
FLOOR JOIST 2x6 SYP #2
I-BEAM - M12x11.8
BOX NAILS @ 4" O.C. (EDGES) AND 8" O.C. (FIELD)
EXP.-2, EXT., FASTENED w/8d COMMON OR GALV.
7/16" APA RATED O.S.B. SHEATHING, EXP.-1,
PVA GLUE COVERAGE AND APPROVED
DBL LAYER 5/8" PLYWOOD, STURD-I-FLOOR, T&G
EXP.-1, 24" O.C. FASTENED WITH 100%
MECHANICAL FASTENERS
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP
OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST
W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP
OF TRUSS TOP CHORD TO 3/4" MINIMUM BELOW TOP OF RIM JOIST
W/ ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
2x6 SYP#2 FIRE STOP
W A
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IN
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EXTERIOR WALL STUDS: 2x8 SYP#2 AT 16" O.C.
DBL 2x8 SPF #2
TOP PLATE
2x8 SYP#2 AT 16" O.C. FIRE STOP
(UNLESS OTHERWISE NOTED)
BOTTOM PLATE 2x8 SYP#3
2x10 SYP#2 ROOF RAIL
PARAPET
FASTEN TO RAFETER W/
w/(4) .148"x3" GUN NAILS2x8 SYP#2 ROOF RAIL
FASTEN TO RAFETER W/
w/(4) .148"x3" GUN NAILS
9'-9"
/4
/4
RAFTER DETAIL
SCALE: N.T.S.
(1) 3/4" x 4" LAG SCREW @ 16" O.C.
2x4 #2 SYP PARAPET FRAMING 16" O.C.
PARAPET CONSTRUCTION DETAIL
N.T.S
(1) 3/4" x 4" LAG SCREW @ EACH RAFTER
PENETRATION STAPLES PER STRAP END.
TO WALL STUD @ 16" O.C. w/(8) 15 GA. x 7/16" x 1" 26 GA. x 1 1/2" STEEL STRAP FROM TRUSS
END WALL DETAIL
@ EA END.
RAFTER SEE
MAT. SCHEDULE.
(3) 10d NAILS
SCREWS @ 8" O.C.
#10x6" WOOD
N.T.S.
2x6 BALLOON WALL
FIRE BLOCKING
TAPERED 2x10 #2 SYP @ END WALLS
ROOF DRAIN DETAIL @ ROOF
N.T.S
3" PVC PIPE
PVC ROOF DRAIN W/ OVERFLOW
CONCEAL DRAIN PIPE IN WALL & STUB
OUT BELOW FLOOR FOR SITE
CONNECTION TO DRAIN SYSTEM
CANT STRIP
ROOF FLASHING @ CORRIDOR SECTION "A"
N.T.S
CANT STRIP
FLASH EPDM ROOFING FROM 60'-0"
MODULES ONTO CORRIDOR ROOFS SMM TO
LEAVE 60'-0" MODULAR ROOFS 24" LONG &
SECURE FOR SHIPPING. FIELD CUT TO FIT
RUN CORRIDOR EPDM ROOFING UP
BACK SIDE OF PARAPET
INSTALL THERMO-PLY ACROSS UNITS
FROM REAR MODULES TO TOP OF
CORRIDOR PARAPET STAPLE TO ROOF W/
15 GA. x 7/16" x 1" STAPLES @ 4" O.C.
3" SEAM TAPE
3" OVERFLOW 2" ABOVE ROOF LINE
OVERFLOW NOT SHOWN FOR CLARITY
CANT STRIP
3" PVC PIPE ROOF DRAIN PIPE
EXTERIOR WALL 2x8 SYP #2 AT 16" O.C.
RIM JOIST 2x6 SYP #2
DBL LAYER 5/8" PLYWOOD, STURD-I-FLOOR, T&G
ROOF DRAIN DETAIL @ FLOOR
N.T.S
CONNECTION TO DRAIN SYSTEM
DESIGNED BY SITE PLUMBING
CONTRACTOR
(1) 10d NAIL @ 16" O.C.
SEE SHEATHING DETAIL
2x SYP #2 BLOCKING 2x4 #2 SYP PARAPET FRAMING 16" O.C.
SEE PARAPET CONSTRUCTION DETAIL
FOR CONECTION & HEIGHTS
CANT STRIP
RUN CORRIDOR EPDM ROOFING
UP BACK SIDE OF PARAPET
PARAPET FLASHING DETAIL
N.T.S
7/16" OSB SHEATHING SEE
SECTION FOR FASTENING
EXTERIOR WALL SHEATHING & SIDING
NOT SHOWN FOR CLEARITY
EXTERIOR WALL SHEATHING & SIDING
SEE CROSS SECTION FOR ATTACHMENT CANT STRIP
2x4 #2 SYP PARAPET FRAMING 16" O.C.
SEE PARAPET CONSTRUCTION DETAIL
FOR CONECTION & HEIGHTS
CORRIDOR EPDM ROOFING UP BACK
SIDE OF PARAPET AND ATTACHED TO
FACE OF PARAPET
TERMINATION BAR W/ 1" BUTYL SEAL
TAPE BEHIND & SCREWS @ 6" O.C.
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