© VERSATUBE BUILDING SYSTEMS 2021 MARK SOWDER 181 …

SEAL:NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES

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© VERSATUBE BUILDING SYSTEMS 2021

30' X 40'-2" X 16' W/ 10' LEAN-TO SUMMIT

VXC5304016053GD2WD3W-36R-10LTKB_1019627REV

1

MANUFACTURED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.

E. BARTGES

PROJECT:TITLE:DWG NO:

DATE:

VERSATUBE SUMMIT BUILDING

DRAWN BY: 10/11/2021

THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.

PAGE1 OF 12

CODE COMPLIANCE: 2018 IBCOCCUPANCY GROUP: U-13:12 PITCH

1. DEAD LOAD: 2 PSF

2. ROOF LIVE LOAD: 32.5 PSF GROUND SNOW LOAD: 43 PSF

BK-40, 700-BK40: 18GA, 50 KSI STEEL

30' X 40'-2" X 16' W/ 10' LEAN-TOLEWISTON, UT 84320181 WEST 200 SOUTH

MARK SOWDER

RAT TRACK HAT CHANNEL SPACING: 90 13/16" SIDE HAT CHANNEL SPACING: 46 11/16" LEAN-TO ROOF HAT CHANNEL SPACING: 29 9/16" MAIN BLDG. ROOF HAT CHANNEL SPACING: 29 1/2"5. ON CENTER FRAME SPACING: 5'

4. SEISMIC CATEGORY: D

WIND IMPORTANCE FACTOR: 13. WIND LOAD: 115 MPH, EXPOSURE (C)

5. HAT CHANNEL (ROOF PURLINS, EAVE SIDE GIRTS, RAT TRACK):

1 1/2" X 1 1/2" 18 GA 1008 STEEL, 45 KSI4. WEB BRACES, GABLE END GIRTS, NAILER TUBES:

2" X 2" 15 GA 1015 STEEL, 50 KSI

6. SHEET METAL: 29GA MULTIPURPOSE, 80KSI, STEEL ALLOWABLE WIND PRESSURE LOAD ON 46 11/16" CENTERS: 37 PSF ALLOWABLE GRAVITY LOAD ON 29 1/2" CENTERS: 78 PSF PANELS ARE CLASS (A) FIRE RATED. EXTERIOR SHEETING NOT SHOWN.

3. COLLAR TIE:

2" X 3" 14 GA 1015 STEEL, 50 KSI EXTENSIONS, MAIN BUILDING END WALL COMPONENTS:2. LEAN-TO SIDE POSTS, RAFTERS, BASE RAILS, HEIGHT

2" X 4" 14 GA 1010 STEEL, 50 KSI EAVE CORNERS, EAVE SIDE DOOR AND WINDOW FRAMES:1. MAIN BUILDING SIDE POSTS, RAFTERS, PEAKS, BASE RAILS,

MATERIALS:DESIGN CRITERIA:

18 GA, 1010 STEEL, 50 KSI

6. BRACKETS: BK-30, BK-31, BK-60, BK-61: 14GA, 50 KSI STEEL BK-10, BK-20, 700-BK10, BK-WEB-1.5SQ, BK-65VT-2.625: 12GA, 50 KSI STEEL BK-BPR-36: 16GA, 50 KSI STEEL

DRAWING INDEX:

COVER PAGE1.ELEVATIONS2.LH SIDE DETAILS3.FRONT GABLE DETAILS4.ROOF WALL SECTION DETAILS5.BACK GABLE DETAILS6.SHEET METAL INSTALL DETAILS7.BASE RAIL LAYOUT DETAILS8.FOUNDATION9.ANCHOR DETAILS10.CONNECTION DETAILS11.CONNECTION DETAILS12.

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8 7 6 5 4 3 2 1THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED.

NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES MANUFACTURED BY VERSATUBE BUILDING SYSTEMS. VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL.

E. BARTGES


DATE:


DRAWN BY: 10/11/2021




SEAL:

PAGE2 OF 12

MARK SOWDER181 WEST 200 SOUTHLEWISTON, UT 84320

30' X 40'-2" X 16' W/ 10' LEAN-TO

TRUSS BRACING ONALL INTERNAL FRAMES

4'-0" 12'-0"

38"

81 3/4"

13'-0"

46 11/16"TYP

29 1/2" TYPMAIN BLDG

29 9/16"TYP

LEAN-TO

4'-0" 12'-0"

9'-0" 3'-0"

4'-0"

30'-0" 10'-0"

13'-6" 16'-0"

A

A

(3) RUNS OF RAT TRACKHAT CHANNEL THROUGH

TRUSS BRACING

ANCHORAT EVERYPOST

5'-0"TYP

40'-2"

90 13/16"TYP

SECTION A-A

7'-0"

8'-0"

4'-0"TYP

3'-0"TYP

38"

81 3/4"

131 1/2" 119 1/2"

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SEAL:

PAGE3 OF 12


30' X 40'-2" X 16' W/ 10' LEAN-TO

EAVE SIDEWALK DOORCONSISTS OF:(1) 7000-05775(1) 7000-08175(1) 7500-04200P2(2) 7500-08175P5(3) BK-10(1) BK-20(12 71-9999-C314

700-40505' STARTERBASE RAIL

700-471310' STARTERBASE RAIL

700-471210' EXTENSIONBASE RAIL

700-70105' EXTENSIONBASE RAIL

700-08400DDJ-7.7584" DOUBLE DOOR JAMB7.75" PIN

700-08400DDJ-5.7584" DOUBLE DOOR JAMB

5.75" PIN

7500-08400P41.5"SQ X 84"

4 HOLES2 PLACES

7500-10000P41.5"SQ X 100"

4 HOLES

700-11800TDH118" TRIPLE

DOOR HEADER

7000-054122"X4"X54.125"

BK-10ANGLE BRACKET

6 PLACES

EACH 3'X4' EAVESIDE WINDOWCONSISTS OF:(2) 7000-05775(2) 7000-04800(2) 7500-04000P3(2) 7500-04800P(8) BK-10(12 71-9999-C314

69 1/2"2X

29"

81"

63"

19 1/2"2X

6'-0" 8'-0"

7'-0"

16'-8" 26'-8"

4'-0"TYP

3'-0"TYP

38"

81 3/4"

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FEC13016112X813X4W-10LT-4H_1019627



SEAL:

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1615

1223 1018

21

11

19

9

8

75

6

13

20 423

14

1

17

22

ATTACHWITH (5)

CONCEALERSCREWS

4'-0" 12'-0"

9'-0"

52"TYP

9'-8" 3'-0"

3'-8"

4'-0"

73"

48 1/2"

46 11/16"TYP

16'-0"

30'-0"


30' X 40'-2" X 16' W/ 10' LEAN-TO

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 7100-4512P625 2"x3" x 45 1/8", 5/8" HOLE 1

2 81-SR-T T-CONNECTOR 2

3 7100-3825 2"X3"X3'-2 1/4" 1

4 7100-3912 2"X3"X3'-3 1/8" 1

5 81-DJ-L L-CONNECTOR 2

6 7100-10800 2"X3"X9'-0" 2

7 7100-3400P625 2"X3"X2'-10", 5/8" HOLE 1

8 HE-6 2"X3"X6'-0", 4 3/4" SWAGE 4

9 7100-14800 2"X3"X12'-4" 1

10 7100-10750 2"X3"X8'-11 1/2" 1

11 7100-10900 2"X3"X9'-1" 1

12 7100-13900 2"X3"X11'-7" 1

13 7100-5175 2"X3"X4'-3 3/4" 2

14 7100-4800 2"X3"X4'-0" 2

15 7100-13525 2"X3"X11'-3 1/4" 1

16 7100-12175 2"X3"X121 3/4" 1

17 7500-05175 1 1/2"X1 1/2"X4'-3 3/4" 9

18 7500-07275 1 1/2"X1 1/2"X6'- 3/4" 4

19 7500-03975 1 1/2"X1 1/2"X3'-3 3/4" 3

20 BK-10 CORNER BRACKET 14

21 700-BK10 ANGLE BRACKET 10

22 BK-30 SINGLE PURLIN BRACKET 12

23 BK-31 DOUBLE PURLIN BRACKET 10

30'-0" 10'-0"

13'-6" 16'-0"

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30X16 RWS TB5 42KB BK-BPR-36 LH10LT 2X3 24KB



SEAL:

PAGE5 OF 12


30' X 40'-2" X 16' W/ 10' LEAN-TO


1 7000-13612 2"X4"X11'-4 1/8" 2

2 700-5000B EAVE CORNER 2

3 700-6000B 2"x4" PEAK 1

4 7000-09225 2"X4"X7'-8 1/4" 2

5 700-BK40 CORNER BRACKET 1

6 BK-61 COLLAR TIE BRACKET 2

7 BK-60 COLLAR TIE BRACKET 2

8 74-1110 2"SQ X 111" CENTER STRINGER 1

9 7400-11050 2"X2"X9'-2 1/2" 2

10 1.5SQ-WEB-5625 56.50" WEB BRACE 2

11 BK-WEB-1.5SQ WEB BRACKET 11

12 1.5SQ-WEB-3512 35.125" WEB BRACE 2

13 BK-BPR-36 36" REINFORCEMENT BRACKET 4

14 1.5SQ-WEB-4200 42" WEB BRACE 2

15 700-BK55-2X3 2X4 TO 2X3 LEAN-TO BRACKET 1

16 71-8510 RAFTER FOR 10'W LEAN-TO 1

17 2X3-SP-8 8' SIDE POST 1

18 HE-5.5 5'-6" EXT. 1


20 BK-65VT-2.625 WEB BRACKET 1

21 1.5SQ-WEB-2400 24" WEB BRACE 1

11

20

14

152

9 128

3104

5

1

13

18

17

19

16

21

7

6

6

7

1'-6"

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BEC13016112X131WD-10LT-5V-4H_1019627



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1421

13

19

18

11

1624

9

10

1775

8

20

6

423221 25

12

15

ATTACHWITH (7)

CONCEALERSCREWS

23

52"TYP

38"

81750

48 1/2"

46 11/16"TYP

16'-0"

4'-0" 12'-0"

13'-0"

73"

30'-0"


30' X 40'-2" X 16' W/ 10' LEAN-TO


1 7100-4512P625 2"x3" x 45 1/8", 5/8" HOLE 1

2 81-SR-T T-CONNECTOR 2

3 7100-3825 2"X3"X3'-2 1/4" 1

4 7100-3912 2"X3"X3'-3 1/8" 1

5 81-DJ-L L-CONNECTOR 2

6 7100-15600 2"X3"X13'-0" 2

7 7100-3400P625 2"X3"X2'-10", 5/8" HOLE 1

8 HE-6 2"X3"X6'-0", 4 3/4" SWAGE 4

9 7100-14800 2"X3"X12'-4" 1

10 7100-10900 2"X3"X9'-1" 1

11 7100-13900 2"X3"X11'-7" 1

12 7100-5175 2"X3"X4'-3 3/4" 1

13 7100-13525 2"X3"X11'-3 1/4" 1

14 7100-12175 2"X3"X121 3/4" 1

15 7500-05175 1 1/2"X1 1/2"X4'-3 3/4" 10

16 7500-07275 1 1/2"X1 1/2"X6'- 3/4" 2

17 7500-03975 1 1/2"X1 1/2"X3'-3 3/4" 3


19 700-BK10 ANGLE BRACKET 10

20 BK-30 SINGLE PURLIN BRACKET 16

21 BK-31 DOUBLE PURLIN BRACKET 8

22 7100-8175 2"X3"X6'-9 3/4" 1

23 BK-20 FLAT BRACKET 1

24 7100-5950 2"x3"x59 1/2" 1

25 7500-01175 1 1/2"X1 1/2"X11 3/4" 1

INTERMEDIATE ROOF AND PURLINS AND ALL SIDING

SCREW PATTERNS

EAVES AND ENDLAPS - ROOF PURLINS

3/4"

3" 2"

4"

4"

14.04° 3/12 PITCH

2"

3"

3"

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SHEET METAL INSTALLATION



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30' X 40'-2" X 16' W/ 10' LEAN-TO

BK-55LEAN-TOBRACKET

NOTCH SHEET METALAND TRIM

SIDE METAL

ROOF METAL

IF ROOF SHEET METALIS IN 2 PANELS, THE LOWERPANEL ON THE LEAN-TOIS TO BE PLACED UNDERTHE UPPER ROOF PANEL

TRIM SIDE SHEETMETAL AND EAVETRIM AROUNDTHE LEAN-TOBRACKET

EAVETRIM

SIDE GIRTHAT CHANNEL

OUTSIDECLOSURE

STRIP

ROOF PURLINHAT CHANNEL

OUTSIDECLOSURE STRIP RIDGE CAP

USE #12 X 1" SELF-DRILLING SCREWSWITH SEALING WASHERS TO FASTENSHEET METAL TO ROOF AND SIDES OFBUILDING.

INSIDECLOSURESTRIP

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PAGE8 OF 12

BB


30' X 40'-2" X 16' W/ 10' LEAN-TO

REFER TOFRONT WALL

DETAIL

1 THIS ROWBASE RAIL2X4 10' STARTER700-4713



3 THIS ROWBASE RAIL2X3 10' EXTENSION71-4712




1 THIS ROWBASE RAIL2X4 5' STARTER

7.75" PIN84" DOUBLE JAMB700-08400DDJ-7.75

5.75" PIN84" DOUBLE JAMB700-08400DDJ-5.75

700-4050

REFER TOBACK WALLDETAIL

5'-0"TYP

40'-2"

10'-0"

4'-0"

12'-0"

30'-0"

3'-2"WALKDOOR

3'-2"WALKDOOR

4'-0"

12'-0"

6'-0" 8'-0"

1 1/2"

1 1/2"

12"

30" MIN.

4"

6"

3"

9"TYP

#4 REBAR, CONT4 PLACES

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FOUNDATION DETAIL



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PAGE9 OF 12

34"

4"

1'-0"TYP

GENERAL NOTES:

1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS AS FOLLOWS: 1500 PSF MINIMUM. OWNER TO VERIFY THAT SOIL IS STABLE AND COMPACTED TO A MINIMUM OF 90% RELATIVE OPTIMUM VALUE.

2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 1" DIA.

3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 2500 PSI

4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND.

5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIMUM LAP OF 40 DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 4'-0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED.

6. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL AS IN WALLS SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASE, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE BEING LEVEL AT ALL TIMES.


30' X 40'-2" X 16' W/ 10' LEAN-TO

SECTION DETAILON ANCHOR PAGE

GRADE

SHEETING LEDGE(OPTIONAL)6/6/10/10 WWF

MID DEPTH

NO SHEETING LEDGE

40'-5"LENGTH

40'-6"WIDTH

1 1/2"OPTIONALSHEETING

LEDGE

30'-6"

10'-0"

1'-0"

1'-0"TYP

3"

4 1/2"

4 1/2"

2"

3"

1 1/2"

1 1/2"

5"

4"

4 1/2"5"

2"

3"

5"

1 1/2"

1 1/2"

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ANCHOR DETAIL



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PAGE10 OF 12


30' X 40'-2" X 16' W/ 10' LEAN-TO

END VIEW

ANCHOR DETAILFOR MAIN STRUCTURE

ANCHOR DETAILFOR LEAN-TO

GRADE

FLAT WASHER

1/2" X 7" WEDGE ANCHOR BOLTLOCATED 5" FROM EACH POST

BASE RAIL

OPTIONALSHEETINGLEDGE

INSTALLATION: USING HAMMER DRILL AND A 1/2" CONCRETE DRILL BIT, DRILL A HOLE INTO THE CONCRETE 5"TO 5 1/2" DEEP. REMOVE DEBRIS FROM ALL HOLES. PLACE THE FLAT WASHER ON THE BOLT AND INSTALL THE NUT UNTIL ABOUT 2 THREADS ARE EXPOSED ABOVE THE NUT. TAP THE ANCHOR THROUGH THE BASE RAIL INTO THE HOLE UNTIL THE WASHER TOUCHES THE TOP OF THE BASE RAIL. NOW, TIGHTEN THE NUT TO SET THE ANCHOR. DO NOT OVER TIGHTEN AND CRUSH THE TUBE.

HEX NUT

END VIEW

ANCHOR HOLD DOWN FORCE 2,425(POWERS FASTENERS, INC.) ESR-2818

SIDE VIEW

CONCRETE(2500 PSI)

BASE RAIL

4 1/2"

FLAT WASHER

GRADE

5/8" X 7" WEDGE ANCHOR BOLTLOCATED 5" FROM EACH POST

BASE RAILOPTIONALSHEETING LEDGE

INSTALLATION: USING HAMMER DRILL AND A 5/8" CONCRETE DRILL BIT, DRILL A HOLE INTO THE CONCRETE 5"TO 5 1/2" DEEP.REMOVE DEBRIS FROM HOLES. PLACE THE FLAT WASHER ON THE BOLT AND INSTALL THE NUT UNTIL ABOUT 2 THREADS ARE EXPOSED ABOVE THE NUT. TAP THE ANCHOR THROUGH THE BASE RAIL INTO THE HOLE UNTIL THE WASHER TOUCHES THE TOP OF THE BASE RAIL. NOW, TIGHTEN THE NUT TO SET THE ANCHOR. DO NOT OVER TIGHTEN AND CRUSH THE TUBE.

HEX NUT

ANCHOR HOLD DOWN FORCE 3,285(POWERS FASTENERS, INC.) ESR-2818

SIDE VIEW

BASE RAIL

CONCRETE(2500 PSI)

4 1/2"

TIE

RAFTERBK-60/61COLLAR TIEBRACKET

#12 X 3/4"SELF-DRILLINGSCREWS.16 PLACES

END OFCOLLAR

COLLAR TIE BRACKET

EACH SIDE OF

(6) FRAMINGSCREWS ON

ASSEMBLY

CORNER BRACKET TOEAVE CORNER

DOUBLE WEB BRACES

1.5"SQ. WEB

TO BRACKET

NUT, BOLT,

BRACE

BK-WEB-1.5SQATTACH W/

WASHER

(5) SCREWS

WASHER

1.5"SQ KNEEBRACE

BK-WEB-1.5SQATTACH W/(5) SCREWS

SIDEPOST

NUT, BOLT,

KNEE BRACE TO BRACKET SINGLE WEB BRACE TO BRACKET

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DETAIL CONNECTIONS

30' X 40'-2" X 16' W/ 10' LEAN-TO


SEAL:

PAGE11 OF 12

CENTER TIE2"SQ SWAGEDBOTH ENDS

2"SQ END TUBE #12X3/4"

SD SCREWS6 PLACES


30' X 40'-2" X 16' W/ 10' LEAN-TO

LEAN-TO BRACKET TO RAFTERAND LEAN-TO RAFTER TO SIDE

POST CONNECTION

MAIN BUILDING FRAMESWAGE JOINT CONNECTION

MAIN BUILDING END WALLSAND LEAN-TO FRAME VERTICALSWAGE JOINT CONNECTIONS

COLLAR TIE CONNECTION DETAIL

EAVE CORNER

700-BK40 OR700-BK55-2X3 ONMAIN BUILDINGBK-40 ON LEAN-TO

2"X4" MAIN BUILDING2"X3" LEAN-TO

NUT, BOLT,WASHER

BK-WEB-1.5SQATTACH W/(5) SCREWS

1.5"SQ. WEBBRACE

SWAGED ENDOF TUBE(2"X3"MAIN BUILDINGEND WALL & LEAN-TOFRAME VERTICALS)(2"SQLEAN-TO END WALLVERTICAL)

RECEVING ENDOF TUBE

#12X3/4" SD SCREWS1/2" FROM TUBE EDGE2 PLACES

RECEIVING ENDOF TUBE(2"X4")


SWAGED ENDOF TUBE(2"X4")(PEAK, EAVE CORNER,BASE RAIL PIN)

2"X3"


2"X3"

2"X4"MAIN BUILDING2"X3"LEAN-TO

(2) #12X3/4"SD SCREWS

BASE RAIL

NEXT BASERAIL

BASE RAIL CONNECTION

HATCHANNEL18 GA.

CENTER ENDS OF HAT CHANNEL ON FRAME. ATTACH TOP & BOTTOM FLANGE WITH #12X3/4" SD SCREWS

BUTT CONTINUINGHAT CHANNEL.USE (4) SCREWSAT THESE JOINTS

FRAME2"X4"X14GAMAIN BUILDING2"X3"X15GALEAN-TO

HAT CHANNEL TO FRAME

1 1/2" SQ.

DOUBLEBRACKET

DOUBLE PURLIN BRACKET

SCREW, 6 PLACES#12 SELF-DRILLING

VERTICAL

PURLIN/GIRT

BK-31

BK-30 SINGLE

VERTICAL POST

1.5" SQ. COLLARTIE VERTICAL TUBE

(4) #12 SELF-DRILLINGSCREWS, (2) PAN SCREWS

PURLIN BRACKET

LEAN-TORAFTER

#12 SELF-DRILLINGSCREWS,4 PLACES

LEAN-TOBRACKET

#12 SELF-DRILLINGSCREWS,

4 PER SIDE

SIDE POST

LEAN-TO BRACKET

POST

BK-BPR-36 TO SIDE POST

RAILBASE

(10) SCREWSATTACH W/

BK-BPR-36

SIDE

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DETAILS CONNECTIONS

30' X 40'-2" X 16' W/ 10' LEAN-TO


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PAGE12 OF 12

DOOR HEADER2"X3"

CENTER VERTICAL2"X3"

BK-10 BRACKETBOTH SIDESATTACH WITH(6) #12X3/4"SD SCREWSEND WALL

BASE RAIL

SIDE BASE RAIL

BK-10 BRACKETATTACH WITH(6) #12X3/4"SD SCREWS

END WALL BASE RAILTO SIDE BASE RAIL PIN

HEADER2"X3"

END WALL VERTICAL2"X3"

3"X#14 CONCEALERSCREWEVERY (2) FEET

HEADER VERTICALSUPPORT2"X3"

BK-10 BRACKETATTACH WITH(6) #12X3/4"SD SCREWS


30' X 40'-2" X 16' W/ 10' LEAN-TO

MAIN BUILDING GABLEEND VERTICAL TO RAFTER,PEAK OR EAVE CORNER

MAIN BUILDINGGABLE END DOOR HEADER

TO VERTICAL POST

MAIN BUILDINGGABLE END DOOR HEADERCENTER VERTICAL DETAIL

SINGLE PURLIN BRACKET

EAVE SIDE TRIPLEDOOR HEADER DETAILS

END WALL RAFTER,PEAK OR EAVE CORNER2"X4"

FRONT OR BACKWALL VERTICAL2"X3"

700-BK10BRACKETBOTH SIDESOF POST

#12X3/4" SD SCREWS8 PLACES

TRIPLE DOORHEADER

SHORT FRAMESIDE POST

NAILER TUBEATTACH WITHCONCEALER

SCREWS

BK-10ANGLE BRACKET

ATTACH WITH(6) SCREWS

DOUBLEDOOR JAMB

FRAME

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© VERSATUBE BUILDING SYSTEMS 2021 MARK SOWDER 181 …