36_13_TSX1.0_Building_Cross_Section.pdf

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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 - SOUTH

AMBULANCE SERVICES BLDG

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& ASSOCIATES

HILBORN, WERNER, CARTER

1627 SOUTH MYRTLE AVE.

CLEARWATER, FLORIDA 33756

THIRD PARTY: B

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TSX1.0

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S y m b o l D es cr ip ti o n

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SIDEWALL

STAGGER JOINTS 48" O.C.

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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

(UNLESS OTHERWISE NOTED) PLAN FOR SPECIFICATIONS

CRIPPLE STUDS 2x6 SYP #2 @ 16" O.C.

(UNLESS OTHERWISE NOTED)

BOTTOM PLATE 2x6 SYP#3

(UNLESS OTHERWISE NOTED)

CROSS SECTION

SCALE: N.T.S.

(TYP.)

T & G JOINT

2x4 SYP #3

BOTTOM PLATE

CRIPPLE STUDS 2x6 SYP #2 @ 16" O.C.

2x HEADER PER APPROVED

(UNLESS OTHERWISE NOTED)

STRAPS AT OPENING COLUMNS PER FLOOR PLAN

PENETRATION STAPLES PER STRAP END PLUS

TYPICAL WINDOW SEE FLOORSILL PLATE 2x6 SYP#2

STRUCTURAL PACKAGE (TYPICAL EACH MARRIAGE WALL)

TO WALL STUD @ 16" O.C. w/(8) 15 GA. x 1"

26 GA. x 1 1/2" STEEL STRAP FROM TRUSS

TO WALL STUD AND/OR FROM RIDGE BEAM

FASTEN RIDGE BEAM TO EACH TRUSS

1 INCH PENETRATION INTO TRUSS KING

WITH NO LESS THAN (10) 15 GA. STAPLES

POST OR EQUIVALENT FASTENING

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PLATE w/(2) TOE-

COLUMNS PER FLOOR PLAN (TYP. EA. MARRIAGE WALL)

PER STRAP END; PLUS STRAPS AT OPENING

FASTENED w/(8) 15 GA. x 1" PENETRATION STAPLES

STUD TO FLOOR JOIST PERIMETER RAIL @ 16" O.C.

26 GA. x 1 1/2" STEEL STRAP FROM WALL

MARRIAGE WALL STUDS

2x4 SYP #2 @ 16" O.C.

FLOOR SHEATHING

ROUT OFF EXCESS

BRACING MATERIAL:

BRACING MATERIAL:

BRACING INSTALLATION:

ENDWALLS:

R-19 INSULATION

w/KRAFTBACK

NAILED #10x4" SCREWS

NOTE: AT TRUSS SIDEWALL PROVIDE (2) LAYER 3/4" PLYWOOD

BEAM FOR EXTERIOR BRACING AND SIDING MATERIAL TO BE

FASTENED TO; FASTEN TO TRUSS w/(8) .131"x3" GUN NAILS

7/16" APA RATED FR DECK PLYWOOD SHEATHING MIN. EXP-1, 24/0.

PENETRATION STAPLES PER STRAP END. (TYP. SIDEWALLS)

FASTENED w/(8) 15 GA. x 1 1/2" STAPLES WITH MIN. 1" PENETRATION

SEE MECHANICAL NOTES

SPECIFICATIONS

FOR CEILING DUCT

DOUBLE 2x4 SYP #2

WALL INTERIOR FINISH

TOP PLATE

LAG SCREWS MUST PENETRATE 1 3/4" MIN.

FROM SIDE TO SIDE AT 16" O.C. MAXIMUM

INTO ADJACENT MODULE RIDGEBEAM

SITE INSTALL 3/8" LAG SCREWS STAGGERED

OR TRUSS

T-GRID CEILING

SPECIFICATIONS

RETURN AIR DUCT

SEE HVAC PLAN FOR

EITHER SIDE OF TRUSS TO DOUBLE TOP PLATE w/(1) 26 GA.

OR (10) 15 GA. x 3" STAPLES (MIN. 1 INCH PENETRATION).

PRE-ENGINEERED TRUSSES AT 24" O.C.

ROOF COVERING OVER

SEE ROOF SHEATHING DETAIL THIS SHEET

DEAD LOAD 12 PSF TOP CHORD

LIVE LOAD 20 PSF TOP CHORD

ROOF TRUSS DESIGN LOADS:

R-38 INSULATION w/VAPOR BARRIER

WALL FASTENING REQUIREMENTS

EXTERIOR WALL FINISH

SIDEWALLS:

BRACING INSTALLATION:

SEE APPROVED PACKAGE FOR CEILING TO

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 x 1 1/2" STRAP WRAPPED AROUND DOULBE TOP PLATE AND

EXTERIOR WALL STUDS: 2x6 SYP#2 AT 16" O.C.

DBL 2x6 SYP #2

CONNECTED TO TOP

EACH TRUSS TO BE

TOP PLATE

SHALL BE STRAPPED TO TOP PLATE w/(1) 26 GA x 1 1/2"

MIN. 1" PENETRATION PER STRAP END. STRAP WALL STUDS

STRAP AND FASTENED w/(8) 15 GA. x 1 1/2" STAPLES WITH

TRUSSES WHICH DO NOT FALL DIRECTLY OVER WALL STUDS

NOTE:

(8) STAPLES INTO

TRUSS RIM MEMBER

WALL STUD BELOW

(8) STAPLES INTO

PLYWOOD BEAM

NOTE: AIR GAPS BETWEEN FLOOR

WRAPPED OR OTHERWISE SEALED.

GASKETED, WEATHER-STRIPPED,

AND CEILING SHALL BE CAULKED,

2x4 SYP #2 LATERAL BRACING CONTINUOUS

FULL LENGTH OF BUILDING (AT 1/3 POINTS)

FASTENED TO TOP OF TRUSS BOTTOM CHORD

w/(2) 10d COMMON NAILS @ EACH TRUSS

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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,

OR (8) .131"x3" GUN NAILS WITH A MIN.

A MIN. 1 INCH PENETRATION INTO TRUSS

WITH NO LESS THAN (10) 15 GA x 3"

KING POST OR EQUIVALENT FASTENING

STAPLES OR (8) .131"x3" GUN NAILS WITH

(2) LAYER 3/4" PLYWOOD BEAM (FULL

HEIGHT OF TRUSS KING POST) FASTENED

MATERIAL

47 3/4"

95 1/2"

(TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN)

12 GA. CROSSMEMBERSCROSSMEMBER SECTION

SCALE: N.T.S.

ALL OUTRIGGERS AND CROSSMEMBERS

FULL LENGTH FILLET WELDS ONE SIDE

OF ALL FLANGES AND WEBS AT

3"

1 1/2"

22 1/4"

12 GA. OUTRIGGERS

2"

OUTRIGGER SECTION

SCALE: N.T.S.

9"

2"

SITE INSTALL 3/8" LAG SCREWS STAGGERED

BETWEEN FLOOR JOIST UNDER ALL COLUMNS

FROM SIDE TO SIDE @ 48" O.C. MAXIMUM. LAG

SCREWS MUST PENETRATE 1 3/4" MINIMUM INTO

HAVING A TRIBUTARY LOAD DISTANCE OF GREATER

THAN 12 FEET MEASURED ALONG MARRIAGE LINE.

ADJACENT MODULE RIM JOIST

INSTALL 2x6 SYP #2 MINIMUM BEARING BLOCK

JOIST @ EACH OUTRIGGER AND AT EACH I-BEAM (TYP.);

IN ADDITION (1) 3/8" x 3 1/2" LAG SCREW w/FLANGE

CLIP FROM I-BEAM TO EA. FLOOR JOIST BETWEEN

OUTRIGGER AND CROSSMEMBER

SPACING 48" O.C. MAXIMUM

OUTRIGGERS, TYP.

STUDS AND AT 16" O.C. w/(8)

(1) 3/8" x 3 1/2" LAG SCREW THRU FLANGE INTO FLOOR

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-30 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.

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"

1.

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NOTES:

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8.

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5.

4.

ASTM D3024, D2559, OR CA25-4.

MOISTURE CONTENT MUST BE LESS THAN 16 %.

TO EXTERIOR FACE OF ENDWALL.

3.

RIDGE BEAM CONSTRUCTION:

ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH, THICKNESS, AND

BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS

WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE

INSTALL (2x4) x 20" SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS

PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED TO ADJACENT

LAYERS IN ACCORDANCE WITH PDS SUPPLEMENT #5, WITH AN ADHESIVE COMPLYING WITH

GRADE OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED.

BEAM WITH 100 % GLUE COVERAGE AND 6- 16 GA. x 2-1/2" STAPLES.

PLYWOOD MUST NOT BE TREATED WITH A FIRE RETARDANT PROCESS.

PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH PS 1-95.

PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN.

ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM.

CONTINUOUS ENTIRE LENGTH OF EACH MATELINE.

( 4 ) LAYERS OF 3/4" x 24" PLYWOOD RATED SHEATHING EXP.-1 48/24, STRUCT.-1, (TAPERED FROM 24" to 34" to 24"); 5-PLY/5 LAYER EACH SIDE OF EACH MARRIAGE LINE

MATELINES

SIDEWALLS

( 2 ) LAYERS OF 3/4" x 24" PLYWOOD RATED SHEATHING EXP.-1 48/24, STRUCT.-1, 5-PLY/5 LAYER EACH ENTIRE LENGTH OF SIDEWALL

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.

60'-0"

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LONGITUDINAL CROSS SECTION

SCALE: N.T.S.

60'-0"

30'-0" 30'-0"

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ROOF TRUSS LAYOUT

SCALE: N.T.S.

END WALL DETAIL

@ EA END.

RAFTER SEE

MAT. SCHEDULE.

(3) 10d NAILS

SCREWS @ 8" O.C.

#10x6" WOOD

N.T.S.

SEE SHEATHING DETAIL

2x SYP #2 BLOCKING

2x6 BALLOON WALL

FIRE BLOCKING

TAPERED 2x10 #2 SYP @ END WALLS

APPROVED TRUSS DESIGN:

TRUSS DWG #:

TRUSS MF'R:

F367609

UNIVERSAL

VALIDVALLLLLLLLLLLLIIIIIIIIIIIIIIIIIIIIIDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD

January 27, 2017