Technical_Exhibit_2_GTM_Roof_systems.pdf

PDF 3 MB Posted Mar 26, 2019

Attached to: Roof Truss System Federal contract opportunity
Solicitation number: W912QM-19-Q-0071
Issued by: Department of the Army Materiel Command Expeditionary Contracting Command Regional Contracting Office Soto Cano 410th CSB

About this file

From the source

TE 2 (a), (b) and (c) are part of TE2.

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Other files for this federal contract opportunity

Other files attached to Roof Truss System, newest first.
File	Type	Posted
BTH_19_GTM_TE_1_Truss_Materials.xlsx	XLSX spreadsheet	Mar 26, 2019
Latrine_Roof3_TE_2_(c).pdf	PDF	Mar 26, 2019
Combined-Synopsis_Solicitation_W912QM-19-Q-0071.doc	DOC document	Mar 26, 2019
BTH19_GTM_TE_3,_TE_4_&_TE_5.PDF	PDF	Mar 26, 2019
Latrine_Roof1_TE_2_(a).pdf	PDF	Mar 26, 2019
Latrine_Roof2_TE_2_(b).pdf	PDF	Mar 26, 2019

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B e yo n d

T h e

H o ri zo n s

S H

O P

D R

A W

R O

O F

R O

O F P

A N

E L R

E C

A P

A M

B S

N D

T R

SECTION VIEW

1. ROOFING METAL, NET COVERAGE: 36".

2. CORRUGATED STEEL PANEL WITH 4 1-1/4" DEEP NARROW RIBS.

3. DISTANCE BETWEEN RIBS 12" WITH 2 STIFFENING FLUTES BETWEEN RIBS.

4. MANUFACTURED FROM GALVALUMEN STEEL.

5. COLOR: WHITE

6. THICKNESS: 24 GAUGE.

7. TOLERANCE +/- 1/16"

ROOFING PANELS

SCALE: 3" - 1'-0"

LEADING EDGE TRIM

SCALE: 6" - 1'-0"

LEADING EDGE TRIM

1. MANUFACTURED FROM GALVALUMEN STEEL.

2. COLOR: WHITE

3. THICKNESS: 24 GAUGE.

4. TOLERANCE: +/- 1/16"

5. LENGTH: 18'-0"

ROOF RIDGE CAP

1. MANUFACTURED FROM GALVALUMEN STEEL.

2. COLOR: WHITE

3. THICKNESS: 24 GAUGE.

4. TOLERANCE: +/- 1/16"

5. LENGTH: 12'-3"

SECTION VIEW

SCALE: 3" - 1'-0"

GABLE END JAMB TRIM GABLE END BASE TRIM

SCALE: 6" - 1'-0" SCALE: 6" - 1'-0"

GABLE END JAMB TRIM GABLE END BASE TRIM

1. MANUFACTURED FROM GALVALUMEN STEEL.

2. COLOR: WHITE

3. THICKNESS: 24 GAUGE.

4. TOLERANCE: +/- 1/16"

5. LENGHT: 14'-0"

1. MANUFACTURED FROM GALVALUMEN STEEL.

2. COLOR: WHITE

3. THICKNESS: 24 GAUGE.

4. TOLERANCE: +/- 1/16"

5. LENGTH: 10'-4"

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S R

A F T E

R P

U R

F A

S C

SECTION VIEW

1. STEEL C-CHANNEL, COLD-ROLLED

2. GALVANIZED G90

3. 14 GAUGE, 6C2,

4. 1/8" RADIUS IN ALL CORNERS

5. TOLERANCE +/- 1/16"

CEES- RAFTERS

1. FASCIA, METAL TRACK TO FIT OVER 6" STEEL C-CHANNEL RAFTER, COLD-ROLLED

2. 14 GAUGE, GALVANIZED G90

3. FASCIA TO CUT TO 19'-0" LONG

4. TOLERANCE: +/- 1/16"

5. LENGTH: 18'-0"

FASCIA C-CHANNEL

SECTION VIEW

1. PURLIN, STEEL HAT CHANNEL, COLD ROLLED

2. 14 GAUGE, GALVANIZED G90

3. TOLERANCE +/- 1/16"

1. HAT PURLIN FASCIA, CAP PIECE, COLD ROLLED

2. TO FIT OVER PURLIN

3. 14 GAUGE, GALVANIZED G90

4. TOLERANCE +/- 1/16"

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

B R

A C

E B

R A

C K

E T S

G E

B A

S E

A N

C H

O R

GABLE END BASE ANCHOR (S)

fab from

" x 5" flat bar

GABLE END BASE ANCHOR (R)

fab from

" x 3" flat bar x 1

Slot x 1

Slot

TRUSS BASE ANCHOR (P)

fab from

" x 5" flat bar

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S R

A F T E

E R

C O

N N

E C

T O

W A

S H

E R

1. "5/8"-11, ZINC COATED

2. MIN. 3" THREAD LENGHT

3. 8" LONG

4. ANGLE 17 DEGREES

5. TOLERANCE +/- 1/16"

ANGLE "J" BOLT

in threaded rod bolt (Min 36 KSI Steel)

2. 2-1/8 in x 2-1/8 in plate, in thick, in diam hole, center

3. Tack weld nut to rod and tack weld nut to plate

4. After tack welding galvanize threaded bolt, plate, and nut

STRAIGHT THREADED

BOLT

TOP VIEW

FRONT VIEW

SIDE VIEW

1. MATERIAL: 1/4" FLATBAR

2. DEBUR ALL CORNERS

3. HOT DIP GALVANIZED

4. TOLERANCE +/- 1/16"

TOP VIEW

FRONT VIEW

SIDE VIEW

1. MATERIAL: 1/4" FLATBAR

2. DEBUR ALL CORNERS

3. HOT DIP GALVANIZED

4. TOLERANCE +/- 1/16"

ANCHOR LAYOUT

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S J

B O

L T L

A Y

O U

T M

O D

C L

NOTES:

1. USE 18 STRAIGHT THREADED BOLT.

Tactic clinic

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S J

B O

L T L

A Y

O U

T M

O D

C L

NOTES:

El Rancho clinic

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S J

B O

L T L

A Y

O U

-R S

Sarrax-och school

NOTES:

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

FACE of

BLDG

FACE of

BLDG

C O

M P

L E

T E

R U

E M

B L

O M

P L

E T

A B

E M

B L

O M

P L

E T

A B

E M

B L

(A3) DIAGONAL BRACING

(A3) DIAGONAL BRACING(A3) DIAGONAL BRACING

(A3) DIAGONAL BRACING (A4) DIAGONAL BRACING

(A4) DIAGONAL BRACING (A4) DIAGONAL BRACING (A4) DIAGONAL BRACING

(A4) DIAGONAL BRACING(A4) DIAGONAL BRACING

TRUSS ASSEMBLY LAYOUT

TAL

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S S

S E

M B

L Y

L A

Y O

U T

M O

D C

C O

M P

L E

E M

B L

C O

M P

L E

E M

B L

C O

M P

L E

E M

B L

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S J

B O

L T L

A Y

O U

T M

O D

C L

TRUSS ASSEMBLY LAYOUT

TAL

El Rancho clinic

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

FACE of

BLDG

FACE of

BLDG

C O

M P

L E

E M

B L

O M

P L

E T

A B

E M

B L

O M

P L

E T

A B

E M

B L

(A3) DIAGONAL BRACING

(A3) DIAGONAL BRACING(A3) DIAGONAL BRACING

(A3) DIAGONAL BRACING (A4) DIAGONAL BRACING

(A4) DIAGONAL BRACING (A4) DIAGONAL BRACING (A4) DIAGONAL BRACING

(A4) DIAGONAL BRACING(A4) DIAGONAL BRACING

C O

M P

L E

E M

B L

C O

M P

L E

E M

B L

C O

M P

L E

E M

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S A

S S

E M

B L Y

L A

Y O

U T

-R

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

FACE of

BLDG

FACE of

BLDG

O M

P L

E T

A B

E M

B L

O M

P L

E T

A B

E M

B L

(A5) DIAGONAL

BRACING

(A5) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

TRUSS ASSEMBLY LAYOUT

TAL

C.L.

TRUSS

C.L.

TRUSS

C.L.

TRUSS

C O

M P

L E

S S

A S

S E

M B

L Y

(A4) DIAGONAL

BRACING

C O

M P

L E

S S

A S

S E

M B

L Y

(A4) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

C O

M P

L E

S S

A S

S E

M B

L Y

(A4) DIAGONAL

BRACING

C O

M P

L E

S S

A S

S E

M B

L Y

(A4) DIAGONAL

BRACING

C O

M P

L E

S S

A S

S E

M B

L Y

(A4) DIAGONAL

BRACING

C O

M P

L E

S S

A S

S E

M B

L Y

C O

M P

L E

S S

A S

S E

M B

L Y

(A5) DIAGONAL

BRACING

(A5) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

(A4) DIAGONAL

BRACING

Sarrax-och school

SECONDARY FRAMING PLAN

SFP

B1-6" CEE PURLIN

(A1)

(A3)DIAGONAL BRACING END BAY

(A4)

B2 B2 B2 B2

B2-6-1/8" CEE PURLIN

B2 B2

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S S

E C

O N

D A

R Y

F R

A M

P L A

M O

D C

(A4)

(A4)DIAGONAL BRACING MID BAY

(A3)

(A3) (A4) (A4) (A4) (A3)

(A1) (A1) (A1)

B2, FASCIA

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S J

B O

L T L

A Y

O U

T M

O D

C L

SECONDARY FRAMING PLAN

SFP

El Rancho clinic

B1-6" CEE PURLIN

(A1)

(A3)DIAGONAL BRACING END BAY

(A4)

B2 B2 B2 B2

B2-6-1/8" CEE PURLIN

B2 B2

(A4)

(A4)DIAGONAL BRACING MID BAY

(A3)

(A3) (A4) (A4) (A4) (A3)

(A1) (A1) (A1)

B2, FASCIA

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S S

E C

O N

D A

R Y

F R

A M

P L A

-R S

B2 B2 B2

SECONDARY FRAMING PLAN

SFP

(A5)DIAGONAL BRACING END BAY

(A4)DIAGONAL BRACING MID BAY

FASCIA, B2

B1-6" CEE PURLIN

B2-6-1/8" CEE PURLIN

B3-6" CEE PURLIN

(A4) (A4) (A4) (A4) (A4) (A4) (A5)

(TYPICAL) 5 EA.

TRUSS ASSEMBLY

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S T R

U S

S A

S S

E M

B L Y

TOP VIEW

CROSS SECTION

TRUSS DETAILS

U T

A K

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S T R

U S

S D

E T A

Scale: 6"=1'-0" Scale: 6"=1'-0"

Scale: 6"=1'-0"

Scale: 3"=1'-0"

(TYPICAL) 12 EA.

GABLE ASSEMBLY

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S G

A B

L E

A S

S S

E M

B L Y

TOP VIEW

CROSS SECTION

GABLE DETAILS

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S G

A B

L E

D E

T A

Leading edge trim

Fascia

Gable end jamb trim

Gable end base trim

Scale: 6"=1'-0"

GABLE TRIM

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S G

A B

L E

T R

Gable end jamb trim

Gable end base trim

1'-6" roof panel

Fascia

Expanded metal(installed)

DIAGONAL BRACING

GABLE END ASSEMBLY

TRUSS ASSEMBLY

(A3) DIAGONAL BRACING END BAYS

(A4) DIAGONAL BRACING MID BAYS

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

O N

A L B

R A

G M

O D

C L

Tactic clini

GABLE END ASSEMBLY

TRUSS ASSEMBLY

(A3) DIAGONAL BRACING END BAYS

(A4) DIAGONAL BRACING MID BAYS

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

O N

A L B

R A

G M

O D

C L

El Rancho clinic

GABLE END ASSEMBLY

TRUSS ASSEMBLY

(A5) DIAGONAL BRACING END BAYS

(A4) DIAGONAL BRACING MID BAYS

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

O N

A L B

R A

-R

TYPICAL TRUSS ASSEMBLY (PAIR)

TYPICAL GABLE END ASSEMBLY

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S P

E D

T R

U S

S E

G A

B L E

E N

OUTSIDE EAVE RAFTER

RAFTER @ BUILDING

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

E T A

TYPICAL RAFTER DETAIL

Scale: 6":1'-0"

DIAGONAL BRACING CONN.

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

E T A

Scale: 6"=1'-0" Scale: 6"=1'-0"

RIDGE DETAIL

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

E T A

TRUSS CONNECTION

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

E T A

GABLE CONNECTION

B E

Y O

N D

T H

E H

O R

N S

S H

O P

D R

A W

S D

E T A

8' -0

10'-11"

3' 2'-8" 3'

11" 1'-4"

1'-2"

8' -0

-4

6' -8

18'-8"

3' -0

3'-0" DIA.

0' -6

6'-8"

7' -0

-6

1'-2"

Sheet

Number:

Reference

4 3 2 1

USARSO

A 01

3S L

C M

N F

R O

N T

D E

R S

A N

/ M R

O B

R S

A N

R S

A N

A G

A N

'-0

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

FRONT VIEW

RIGHT VIEW

ACHIEVE 1% SLOPE TOWARD DRAIN.

GROUND LEVEL

ACHIEVE 1% SLOPE TOWARD DRAIN.

HM DOOR, TYP.

METAL ROOF PANELS,

TYP.

EARTHEN DITCH

SLOPE

rosa.l.santoni Text Box THIS LAYOUT ALSO APPLIES TO GUATEMALA ROJECTS: EL RANCHO AND SARRAX-OCH 3 STALL LATRINE

0'-4" 4'-11" 9'-8" 14'-2"

4'-7" 9'-4" 13'-10"

Sheet

Number:

Reference

4 3 2 1

USARSO

A 04

3S L

C M

U J-

B O

, B

R A

C K

S, R

O U

R S

A N

I/M R

O B

R S

A N

R S

A N

A G

A N

O W

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

BRACKET L2

(WHAT IS

BRACKET L1)

BRACKET L1

(WHAT IS

BRACKET

L1?)

J-BOLT,

TYP.

J-BOLT

A04A04

BRACKET L1 CHANGE

ORIENTATION

A04A04

RAFTER

FASCIA

RAFTER

FASCIA

RAFTER TUCKS INTO FASCIA.

TWO SCREWS ON TOP AND

ONE ON BOTTOM TO SECURE

RAFTER INTO FASCIA.

WHERE RAFTER FASCIA IS

INSTALLED OVER GABLE

END RAFTER, CUT GABLE

END AND EAVE FASCIAS AT

45Á. USE ONE SCREW EACH

TOP AND ONE SCREW EACH

BOTTON TO SECURE

FASCIAS TO RAFTER. (WHAT

SIZE/TYPE OF BOLTS?)

BRACKET L1

FASCIA

R A

FASCIA

BRACKET L1

BRACKET L1 CHANGE

ORIENTATION

A04A04

3 END FASCIA DETAIL

SCALE: 3/4"=1'-0"

A04A04

4 FASCIA/RAFTER CONNECTION

SCALE: 3/4"=1'-0"

A04A04

5 BRACKET ORIENTATION

SCALE: 3/4"=1'-0"

A04A04

1 WALL PLAN

SCALE: 3/4"=1'-0"

A04A04

2 RAFTER PLAN

SCALE: 3/4"=1'-0"

rosa.l.santoni

4" 4"

2" 4"

OVERLAP PURLINS 16"

Sheet

Number:

Reference

4 3 2 1

USARSO

A 05

3S L

C M

R O

O F

A Y

O U

R S

A N

I/M R

O B

R S

A N

R S

A N

A G

A N

O W

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

PURLIN

ROOF

OUTLINE

ROOF OUTLINE

PURLIN

3/8" HEX HEAD #12GA X 1"

GALV SELF TAPPING

SCREW (TYP)

RAFTER

A05A05

PURLIN OVERLAP DETAIL

SCALE: 1-1/2"=1'-0"A05A05

RAFTER

FASCIA

RAFTER

FASCIA

PURLIN

PURLIN LAYOUT

SCALE: 1-1/2"=1'-0"A05A05

rosa.l.santoni

Sheet

Number:

Reference

4 3 2 1

USARSO

A 06

3S L

C M

U R

O O

B R

A C

S O

N W

R S

A N

I/M R

O B

R S

A N

R S

A N

A G

A N

O W

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

BRACKET L2

WHAT IS

THIS?

ROOF PANEL

3/8" HEX HEAD #12GA X 1"

GALV SELF TAPPING

SCREW (TYP)

RAFTER FASCIA

BRACKET L2

PURLIN

FASCIA

1/2" BOLT, FLAT WASHER,

LOCK WASHER, DOUBLE

HEX NUT

PURLIN

FASCIA

BRACKET L2

CHANGE

ORIENTATION

PURLIN

INSULATION ENDING/

STARTING POINT

1/2" BOLT, FLAT

WASHER, LOCK

WASHER, DOUBLE

HEX NUT

1/2" BOLT, FLAT

WASHER, LOCK

WASHER, DOUBLE HEX

NUT

INSULATION ENDING/

STARTING POINT

RAFTER RAFTER

RAFTER FASCIA

A6A6

GEW LEFT SIDE DETAIL

SCALE: 3/4"=1'-0"A6A6

A6A6

GEW RIGHT SIDE DETAIL

SCALE: 3/4"=1'-0"A6A6

FRONT VIEW

SCALE: 3/4"=1'-0"A6A6

FIN. FLR.

rosa.l.santoni

6'4"

10'-11"

3' 2'-8"3'

11"

1'-4" 6"

2'-9"

3'-3"

Sheet

Number:

Reference

4 3 2 1

USARSO

A 07

3S L

C M

U R

O O

F A

T G

R S

A N

I/M R

O B

R S

A N

R S

A N

A G

A N

O W

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

THIS PURLIN SHOULD BE ALINGED

WITH THE WALL. INSULATION

SHOULD END AT THIS POINT.

PURLIN

FASCIA

ROOF PANEL

PURLIN

PURLIN FASCIA

A7A7

RAFTER RAFTER FASCIA

RAFTER END DETAIL

SCALE: 3"=1'-0"A7A7

PURLIN-RAFTER DETAIL

SCALE: 3"=1'-0"A7A7

3/8" HEX HEAD #12GA X 1"

GALV SELF TAPPING SCREW

(TYP)

RAFTER

ROOF PANEL

3/8" HEX HEAD #12GA X 1"

GALV SELF TAPPING SCREW

(TYP)

SECTION THRU ROOF

SCALE: N.T.S.A7A7

METAL ROOF

PANEL, TYP.

METAL ROOF

PANEL, TYP.

rosa.l.santoni

1' 1'1'

OVERLAP

1'-2" 1'-2"

1'-2"

Sheet

Number:

Reference

4 3 2 1

USARSO

A 08

3S L

C M

U R

O O

O N

/M R

O B

R S

A N

R S

A N

A G

A N

O W

_C M

U _P

U nl im ite d D is tri bu tio n D

O D

LEADING EDGE/

OVERHANG TRIM

LAP SCREW

(20" O.C.)

ROOF PANEL

A8A8

SEALING DETAIL

SCALE: 3"=1'-0"A8A8

RAFTER

TAPE SEALANT

3/8" HEX HEAD #12GA X 1"

GALV SELF TAPPING SCREW

(TYP)

3/8" X 1" X #12 SELF-TAPPING

SCREW WITH 1-1/2" METAL

DISK

INSULATION FASTENING DETAIL

SCALE: 1-1/2"=1'-0"A8A8

ROOF PANEL RIB

NOTES:

1. INSTALL INSULATION SO THAT EACH SECTION IS A SINGLE, CONTINUOUS RUN ACROSS THE FRAME OF THE ROOF. ALLOW 2'-0" OF ADDITONAL INSULATION TO FACILITATE HANDLING AND STRECHING. FASTEN ENDS OF INSULATION TO PURLINS

AS PER DETAIL 1/A8.

2.FIRST SECTION OF INSULATION WILL ALIGN WITH END WALL RAFTER OR 6" BEYOND CENTER LINE OF ROOF FRAME, DEPENDING ON THE METHOD USED TO INSTALL THE ROOF. SEE SHEET A8.

3.OVERLAP SECTIONS OF INSULATION ALONG ENTIRE LENGTH 6 INCHES. INSTALL DOUBLE SIDED ADHESIVE TAPE TO SEAL

OVERLAP JOINT.

4.OVERLAP SECTIONS WILL BE DETERMINED BASED ON DIRECTION OF PREVAILING WINDS. LAP SECTIONS AS PER DETAIL 27.

CAUTION: FOIL SIDE OF INSULATION FACES UP, WITH WHITE SIDE FACING DOWN. DO NOT SOIL OR TEAR INSULATION

DURING INSTALLATION. FINAL INSTALLATION MUST PRESENT A PROFESSIONAL FINISH.

rosa.l.santoni

File details come from the government source that posted it.