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
Issued by
Department of the Army Corps of Engineers Engineering District Little Rock

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Part of Attachment I - As-Builts, 43-TPF Corridor

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File Type Posted
1-V1.04_SURVEY_PLAN.pdf PDF
49_25__TPFV4.0_STANDARD_RAMP_AND_STAIR_DETAILS_STAMPED.pdf PDF
55_TQ3.11C_-_FFE_PLAN_-_TPF_PHASE_1,_AREA_C.pdf PDF
55_TQ3.11_-_FFE_PLAN_-_TPF_PHASE_1.pdf PDF
55_TQ4.11C_-_FFE_PLAN_-_TPF_PHASE_2,_AREA_C.pdf PDF
49_24__TPF3.0_Full_Luminary_Plan.pdf PDF
49_23__TCP1.2_Combined_Clinic_TPF_RCP.pdf PDF
49_23__TCP1.0_Combined_Clinic_TPF_RCP.pdf PDF
55_TQ3.11B_-_FFE_PLAN_-_TPF_PHASE_1,_AREA_B.pdf PDF
49_24__TPF7.0_Overall_Plumbing_Plan_-_D.W.V.pdf PDF
49_25__TPFV3.0_STANDARD_RAMP_AND_STAIR_DETAILS_STAMPED.pdf PDF
49_25__TPFV5.0_STANDARD_CANOPY_DETAILS_STAMPED.pdf PDF
49_24__TPF2.1-P2_Full_Building_Plan_Phase_2.pdf PDF
29_06_TNX1.0_Building_Cross_Section.pdf PDF
43_16_TCCA1.0_Exterior_Elevations.pdf PDF
36_10_TSP3.0-PII_Plumbing_Plan_-_Supply_Phase_2.pdf PDF
07_E0-02_-_SYMBOL_LEGEND_AND_GENERAL_NOTES.pdf PDF
36_09_TSA2.0_Floor_Plan.pdf PDF
36_11_TSE3.0_Task_Lighting_Illumination_Plan.pdf PDF
29_02_TNA4.0_Egress_Plan.pdf PDF
36_09_TSA3.0_Reflective_Ceiling_Plan.pdf PDF
29_03_TNP2.0_Plumbing_Schematics.pdf PDF
43_16_TCCA4.0_Egress_Plan.pdf PDF
43_17_TCCE1.0_Elec_Plan.pdf PDF
29_04_TNE3.0_Task_Lighting_Illumination_Plan.pdf PDF
29_05_TNM1.0_Mechanical_HVAC_Plan.pdf PDF
36_10_TSP4.0-PII_Plumbing_Plan_-_DWV_Phase_2.pdf PDF
36_10_TSP1.0_Plumbing_Schematics.pdf PDF
36_09_TSA1.0_Exterior_Elevations.pdf PDF
W9127S19Q6039_Tyndall_TMMF_Response_to_Questions_19Aug19.pdf PDF
29_04_TNE4.0_MDP_-_One_Line_Diagram.pdf PDF
05_1-CU1.02_UTILITY_PLAN_-_PHASE_2_AND_3.pdf PDF
29_03_TNP3.0_Plumbing_Plan.pdf PDF
08_T1.10_-_TELECOM_SITE_PLAN_-_CONSTRUCTION_PHASE.pdf PDF
43_17_TCCE2.0_Illumination_Plan.pdf PDF
29_02_TNA2.1_Interior_Elevations.pdf PDF
Attachment_H_-_TPF_Placement_Area.pdf PDF
36_09_TSA4.0_Egress_Plan.pdf PDF
36_08_TSC1.0_Cover_Sheet.pdf PDF
36_11_TSE1.0_Electrical_Plan.pdf PDF
43_18_TCCM1.0_MECHANICAL_HVAC_PLAN.pdf PDF
08_T6.05-TECHNOLOGY_SITE_RISER_DIAGRAM.pdf PDF
36_13_TSX1.0_Building_Cross_Section.pdf PDF
W9127S19Q6039_Tyndall_TMMF_Response_to_Questions_13Aug19.pdf PDF
Attachment_C_-_AFMSA_Design_Guidance.pdf PDF
Attachment_B_-_Utility_Plans.pdf PDF
W9127S19Q6039_Tyndall_TMMF_Combined_Synopsis_Solicitation.pdf PDF
Attachment_G_-_PFD_TYNDALL_TPF_v2_20190702.pdf PDF
Attachment_E_-_Installation_Facility_Standards_&_Plans.pdf PDF
Tyndall_TMMF_Statement_of_Work_10Jul19.pdf PDF
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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

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& ASSOCIATES

HILBORN, WERNER, CARTER

1627 SOUTH MYRTLE AVE.

CLEARWATER, FLORIDA 33756

THIRD PARTY:

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

T ra ck in g N o

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D at e

SIDEWALL

STAGGER JOINTS 48" O.C.

E N

D W

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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

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

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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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