Timber Framing | Sample Of work

Table Of Content Sheet Number A100 A100.2 A100.4 A101 A102 A103 A104 A401 A402 A403 A501 A502 A503 R105 R106

Sheet Name Coversheet General Notes and Contents Actual Member Sizing Floor Plan Truss Profile(s) North Truss South Truss 3D-DETAILS North Column Moment Connection Porch House Connection Truss connections I Truss Connections - Spline Strut - King Post Isometrics/Details Moment Post Base - South Moment Base Anchoring Epoxy - North

Owner/Builder: Scott Tillman Designer: Scott Tillman

Project name:

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

plan name:

Coversheet

Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A100

Author Checker ST- CO

GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. IF A REQUIRED DIMENSION IS NOT INDICATED, PLEASE REQUEST THE MISSING INFORMATION. 2. THESE DRAWINGS ARE FOR THE HEAVY TIMBER SUPERSTRUCTURE ONLY AS HEREIN DEFINED BELOW FOR THE STRUCTURE OR STRUCTURES INDICATED. ARCHITECTURAL DETAILS SUCH AS WATERPROOFING, FLASHING, ROOFING, FINISHES, COATINGS ARE NOT INCLUDED IN THESE DRAWINGS. 3. NORMAL CONSTRUCTION TOLERANCES/DIMENSIONAL VARIATIONS MAY OCCUR IN THE COMPLETED STRUCTURE AS WELL AS DIMENSIONAL CHANGES DUE TO SHRINKAGE AND SWELLING THROUGHOUT THE LIFE OF THE STRUCTURE. FOR THESE REASONS, DETAILS OF ADJOINING SURFACES AND MATERIALS MUST BE ABLE TO ACCOMMODATE THESE VARIATIONS AND CHANGES. 4. THE KEY TO THE LONG-TERM SURVIVABILITY OF THE STRUCTURE DEPENDS ON KEEPING THE TIMBERS SEALED, DRY AND WELL VENTILATED. DESIGN ASSUMPTIONS AND RELATED DETAILS TIMBER FRAME SYSTEM ENGINEERING DRAWING NOTES 5. APPLICABLE STRUCTURAL CODES: - 2020 FLORIDA BUILDING CODE- RESIDENTIAL, 7TH EDITION 6. QUALITY CONTROL CRITERIA: • TFEC2-4-2020 DESIGN GUIDE FOR TIMBER ROOF TRUSSES • CODE OF STANDARD PRACTICE FOR TIMBER FRAME STRUCTURES 7. DESIGN CRITERIA • ROOF LIVE LOAD: 10 PSF • ROOF DEAD LOAD: 20 - 25 PSF (As calculated with Timber weight and asphalt roofing materials, solar panels) WIND LOADS: DESIGN WIND SPEED: 145 MPH, 3-SECOND GUST EXPOSURE CATEGORY: B BUILDING CLASSIFICATION: Il WIND IMPORTANCE FACTOR: 1.0 ENCLOSURE CLASSIFICATION: ENCLOSED WITH PROTECTED OPENINGS. ROOF PITCH 6.01117 UNITS RISE/12 UNITS RUN - WEST, 5.83198 UNITS RISE/12 UNITS RUN - EAST NOTE: STRUCTURE IS NOT SYMMETRICAL SEISMIC LOADS: NOT APPLICABLE/NOT CONTROLLING NOTE: CONCENTRATED LOADS AND CONSTRUCTION LOADS MUST NOT EXCEED DESIGN LOADS ABOVE. 8. MATERIALS TIMBER DOUGLAS FIR, #1 AND BETTER, Western Wood Products Association (WWPA) GRADING RULES, 16-18% MOISTURE CONTENT (TO CORE OF TIMBER) BEFORE FABRICATION AND IN SERVICE, FREE OF HEART CENTER AND FINISHED S4S IN ACCORDANCE WITH NDS 2012 TABLE 1B. TIMBERS TO BE CUT, TRIAL FITTED, SANDED AND SHIPPED F.O.B. JOBSITE FOR INSTALLATION. THE USE OF END GRAIN SEALER SHALL BE USED FOR ALL TIMBERS TO HELP RESIST END CHECKING. 9. CONNECTORS PEGS: 1" DIAMETER, STRUCTURAL, STRAIGHT GRAINED, HARDWOODS SUCH AS: BLACK WALNUT, WHITE OAK, RED OAK OR LOCUST TREATED WITH PARAFFIN, LINSEED OIL OR SIMILAR SEALING SUBSTANCE. TENONS: (MINIMUM DIMENSIONS UNLESS OTHERWISE NOTED) STUB TENONS: 1 1/2" THICK BY 3-4" LONG FULL TENONS: 1 ½'" THICK BY 4-1/2" LONG SPACING: END DISTANCE: 2 ½" EDGE DISTANCE: 2", SPACING: 2 ½" TO 4" 10. THREADED RODS AND PINS: ASTM 240 STAINLESS STEEL 316 FOR ALL METAL CONNECTORS AND PLATES (INSTALLER NOTE: AT LEAST TWO FULL THREADS SHALL EXTEND PAST THE FACE OF ANY NUTS.) BOLT HOLES IN TIMBER SHALL BE DRILLED TO YIELD A TIGHT FIT REQUIRING MODERATE' DRIVING FORCE WITH A MALLET TO SEAT THE BOLTS. ANTISEIZE LUBRICATION IS REQUIRED ON ALL BOLTS TO PREVENT THE GALLING AFFECT OF STAINLESS STEEL BOLTS. 11. TO COMPENSATE FOR THE EFFECTS OF CROSS GRAIN SHRINKAGE ON BOLTED CONNECTIONS IN TIMBER. RE-TIGHTENING SHALL OCCUR IN ALL BOLTS IMMEDIATELY PRIOR TO OCCUPANCY OR AT THE LATEST POSSIBLE DATE BEFORE CONCEALMENT 12. DOWELS AND THREADED ROD TENSION TIE BOLTS: ASTM 240 (INSTALLER NOTE: AT LEAST TWO FULL THREADS SHALL EXTEND PAST THE FACE OF ANY NUTS OR THREADED TURN-BUCKLE SLEEVES 13. PLATE WASHERS ASTM, 240 STAINLESS STEEL 316 ALL BORES TO 1/16" OVER SIZED FOR METAL TO METAL CONNECTIONS.

Owner/Builder: Scott Tillman

1

Designer: Scott Tillman

ISOMETRIC VIEW TOP

Project name:

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

2

ISOMETRIC VIEW BOTTOM

plan name:

General Notes and Contents Date

6/1/2023

Project number

01-23

Drawn by

SRT XXX ST- CO

Checked by

14. TIMBER FRAME JOINERY CONNECTIONS (AS NOTED ON THE DRAWINGS AND DETAILS) END OF GENERAL NOTES

Structural Coordinator

A100.2

Owner/Builder: Scott Tillman Designer: Scott Tillman

Project name:

Timber Frame Rear Porch Trusses

1

ISOMETRIC VIEW TOP Copy 1 Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

plan name:

Actual Member Sizing

Date

6/1/2023

Project number Drawn by Checked by Structural Coordinator

A100.4

01-23 Author Checker ST- CO

22' - 9 1/2"

1

SS Double L6x4x1/2 Strong DRIVE 1/4''x3/2'' Screw (Simpson 316 SS)

west

Column to Column - IN

9' - 0"

2 A101

2

3

North Truss (house Side)

Owner/Builder: Scott Tillman Porch Area

Designer: Scott Tillman

3 A101 Project name:

24' - 1 1/2"

Timber Frame Rear Porch Trusses

Column to Column - Out

Simpson moment base plate

FLOOR LEVEL 1 3/4" = 1'-0"

South Truss

Client name:

Simpson moment base plate 1

1

Scott Tillman / Royal Heritage Builders

7 1/2" Concrete PAD

1 3/8"

2"

1 3/8"

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL

1 A402

Concrete PAD Cast in Situ

As indicated

plan name:

Floor Plan 1 3/8"

2"

8''x8'' Column

7 1/2"

Scale

SS Double L6x4x1/2 Strong DRIVE 1/4''x3/2'' Screw (Simpson 316 SS) 4 Pieces

3 1/2"

8''x8'' Post

7 1/2" Date

6/1/2023

Simpson moment base plate

01-23

Project number Drawn by Checked by

FLOOR LEVEL - Callout 1 2 3" = 1'-0"

Structural Coordinator

3

FLOOR LEVEL - Callout 2 3" = 1'-0"

A101

SRT Checker ST- CO

2

3

12' - 0 3/4"

12' - 0 3/4" North Truss

SOUTH TRUSS

1

NORTH TRUSS

Edge of house

EDGE OF HOUSE

ROOF FRAMING PLAN 14' - 9 1/8"

6X10 RAFTER

NORTH TRUSS

26' - 2 1/2"

6x6 PURLIN

6x6 PURLIN

6x6 PURLIN

6x6 PURLIN

6X10 RAFTER

12' - 7 11/16"

6x6 PURLIN

6x6 PURLIN

6x6 PURLIN

west

6x6 PURLIN

6x6 PURLIN

East

2' - 0"

9' - 0" SOUTH TRUSS

EDGE OF HOUSE

Owner/Builder: Scott Tillman

South Truss South

ROOF FRAMING PLAN 3/8" = 1'-0"

1

Designer: Scott Tillman

GR LEVEL 0' - 0"

Project name:

4

1

2

13' - 1 1/4"

13' - 1 1/4"

1

3

LEFT ELEVATION 3/8" = 1'-0"

2

3

1 A502 2 A502

4 A501

63

8x10 King post

.39

8x10 Rafter

3 A501

Timber Frame Rear Porch Trusses

23

0°

6

23 0

3°

03

8 4.0

6x8 Strut

63 .39

° 6

Exisiting house rafter

8 4.0

3°

Client name:

03

Scott Tillman / Royal Heritage Builders

6x8 Strut

1' - 0"

7x9 Collar 7x9 Collar Spine A502

CUT ARCH FROM 8X14 (ROUGH SAWN, PLANE AND SAND AFTER CUTTING) 3/8'' Stainless Steel Plate Spine

8x8 Actual size column

Post Lengh estimated 105'' cut in feild to mach existing elevation

14' - 11 3/4"

6x8 Strut

7x9 Collar CUT ARCH FROM 8X14 (ROUGH SAWN, PLANE AND SAND AFTER CUTTING)

3/8'' Stainless Steel Metal plate Spine 8x10 King post

8x8 Column- Actual Dimension

22' - 9 1/2" 24' - 1 1/2"

24' - 1 1/2"

Post Lengh estimated 105'' cut in feild to mach existing elevation

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

As indicated

plan name:

Truss Profile(s)

GR LEVEL 0' - 0" Date

3 2

South Truss 1/2" = 1'-0"

North Truss 1/2" = 1'-0"

1 A104

6/1/2023

Project number

01-23

Drawn by

SRT Co ST- CO

Checked by Structural Coordinator

A102

North

WEST 6.01117 /12 PITCH

1

3'

3'

-6

3

EAST 5.83198/12 PITCH

61 /2" 3' -

63

.39

23

0°

64

°

33

0 .08

61 /2" 3' -

" 3/4

Owner/Builder: Scott Tillman

61 /2"

6x8 Strut

3' -

/4" 3 6

Designer: Scott Tillman

61 /2"

8x10 Rafter

East Project name:

2 1/8"

west

3'

6

/4" 3 6

3' -

" 3/4

Exsisting house rafter

3'

2

7x9 Collar

CUT ARCH FROM 8X14 (ROUGH SAWN, PLANE AND SAND AFTER CUTTING)

3/8'' Stainless Steel SPLINE 8x10 King post

Timber Frame Rear Porch Trusses

Client name:

8x8 Column- Actual Dimention

Post Lengh estimated 105'' cut in feild to mach existing elevation

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

3/4" = 1'-0"

plan name:

North Truss 1

North Truss Drawing No 2 3/4" = 1'-0" Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A103

Author Checker ST- CO

1

2

3' WEST 6.01117 /12 PITCH

3' 3'

3' -

" 4 / 3

61 /2" 3' -

" 3/4 63 63 .39 23

" 4 / 3

8x10 King post

.39

23 0

°

64

0°

6x8 Strut

0 .08

33 6

°

8 4.0

3

03

6x8 Strut

7 1/8"

1' - 0"

1' - 0 1/2"

61 /2" 3' -

" 4 / 63

CUT ARCH FROM 8X14 (ROUGH SAWN, PLANE AND SAND AFTER CUTTING)

EAST 5.83198/12 PITCH

3' -

3°

A502

7x9 Collar

61 /2"

4

Owner/Builder: Scott Tillman

61 /2"

3/8'' Stainless Steel Spine

1' - 0 1/2" Project name:

Timber Frame Rear Porch Trusses

Post Lengh estimated 105'' cut in feild to mach existing elevation

8' - 0 5/8"

from Ground level @ 0.00

8x8 Actual size column

7' - 3 7/8"

Designer: Scott Tillman

7x9 Collar

A502

2 1/8"

3'

6

-6

-6

3

Client name:

24' - 1 1/2" Column to Column - Out

Scott Tillman / Royal Heritage Builders

22' - 9 1/2" Column to Column - IN GR LEVEL 0' - 0"

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

3/4" = 1'-0"

plan name:

South Truss 1

South Truss Drawing No 2 3/4" = 1'-0"

Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A104

Author Checker ST- CO

NOTCH RAFTER (IN SHOP) 1-3/4" DEEP x 7-1/4" WIDE (Both sides)

6X6 PURLINS TYP NOTCH PURLIN 15/16" DEEP X 7-1/4" WIDE (IN FIELD) SEAT PURLIN ON RAFTER

Owner/Builder: Scott Tillman

existing house rafter 8X10 RAFTER (TOP CHORD)

Designer: Scott Tillman

Attachment board to rafter

Project name:

Timber Frame Rear Porch Trusses

6x8 Struts

8X10 KING POST

Client name:

7X9 COLLAR BOTTOM CHORD North Elevation

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL

6X6 PURLING TYP

8X10 RAFTER

8X8 POST

Scale

plan name:

3D-DETAILS 7X9 COLLAR 8X8 FULL DIMENSION (ACTUAL SIZE) Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A401

SRT Checker ST- CO

8x8 COLUMN Actual Dimension

8x8 COLUMN Actual Size/Dimension

Owner/Builder: Scott Tillman

L 6x4x1/2 SS (4 Sides) 3 1/2" SDS Stainless Steel Heavy Duty

L 6x4x1/2 SS

3 1/2" SDS Stainless Steel Heavy Duty

Designer: Scott Tillman 5/8'' SS Threaded rod anchor Bolt 5/8'' SS Threaded rod anchor Bolt Project name:

Timber Frame Rear Porch Trusses 1 1/4" Standoff base CPS 7 Client name:

Scott Tillman / Royal Heritage Builders EPOXY Grout SIKA FIX-2 Super Strength See attached data sheets

North Column Moment Connection SS Screws and Bolts 2 6" = 1'-0" THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

6" = 1'-0"

plan name:

North Column Moment Connection 1

North Column Moment Connection 6" = 1'-0" Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A402

SRT Checker ST- CO

2x6 T&G Decking

Purlin 6x6

Notched Purlin And top Chord RAFTER

Overlapping Sheating (See Sheathing Plan)

Exising 3/4'' Roof Sheating /Boards

5/16'' RSS GRK SCREWS 3 1/2'' TYP

EXISINT ROOF RAFT 8x10 Top CHORD

NEW 2X8 ATTACHMENT BOARD SIMPSON HU66 Hanger

Owner/Builder: Scott Tillman Designer: Scott Tillman

1

Purlin Connection to House 3" = 1'-0"

Project name:

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

Staggerd roof diaphram tie in place over existing roof and 2x6 T&G

Alternate - non staggerd Diaphram Tie in

3" = 1'-0"

plan name:

Porch House Connection Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A403

SRT Checker ST- CO

8x10 King post 6x8 Strut 6x8 Strut

Owner/Builder: Scott Tillman Designer: Scott Tillman 3/8'' Stainless Steel Metal Spine

Project name:

7x9 Collar

Timber Frame Rear Porch Trusses

1 Client name:

1' - 0 1/2"

3

Collar To Rafter 1 1/2" = 1'-0"

3

7x9 Collar

Scott Tillman / Royal Heritage Builders

/4" 3 6

" 6" 6 1 / 1 / 61 31 6" 1 / 1

/8" 37

8"

" tch 3/4 er no aft lR

/2" 1 2 2" 3"

" 1/2

6"

3'

8x10 Rafter

/2" 41

/2" 1 5

6" 3/1 31

3'

/4" 1 1

ica

3'

/4" 3 6

typ

USE 2" WIDE X 4-1/2" LONG TENON, ATTACH WITH Four (4) 1" HARDWOOD PEGS TYP.

/2" 1 5

8x10 Rafter

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

3/4" SS All thread rod and 3"x 3" Square SS Washer

6x8 Strut 4

1 1/2" = 1'-0"

plan name:

Truss connections I

Strut To Rafter 1 1/2" = 1'-0"

Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

A501

SRT Checker ST- CO

2

ROOF FRAMING PLAN 14' - 9 1/8"

5 1/2"

6x8 Strut BEVELLED HOUSING ON RAFTER, ATTACH TO KING POST W/ 3/4" ALL THREAD AND HEX NUTS USE 3"X3"X1/4" THICK WASHERS BOTH ENDS ALL HARDWARE 316 STAINLESS STEEL (MANUALLY TIGHTEN WITHOUT IMPACT DRIVER TOOLS TO PREVENT GALLING (USE ANTI-SEIZE LUBRICANT). SLOW SPEED TOOL ONLY.

4 5/8"

3/8'' SS Spine

Owner/Builder: Scott Tillman

4 A502

Curve Radius= Radius= 12' 11-13/32''

Designer: Scott Tillman

3/8"

3 5/8"

6 1/2" 8x10 King post 3 A502

6x8 Strut

5/8'' Stainless Steel Bolt with 1-1/2" circular Washer

3' - 3 1/2"

3/8'' Stainless Steel Spine

4

7x9 Collar 3 5/16" 3 5/8"

11/16"

USE 3/8'' by 5.5'' by 3' 3-1/2'' Metal Stainless Steel Spine , Gap between spine and Tember edge 1/4'' (overcut) for expansion and contraction.

NOTE: Visual offset is as shown. Truss is NOTE Symmetrical

3 5/16" 3 5/16"

Client name:

3 5/16"

11/16"

11/16"

3 5/8"

2 3/8"

5 1/2"

3/8'' Stainless Steel Spine

Void for 5/8'' Stainless Steel Bolt

Timber Frame Rear Porch Trusses

11/16"

9 1/4"

2 3/8"

6x8 Strut

A502

Project name:

Section 6 3 3" = 1'-0"

11/16"

11/16"

Scott Tillman / Royal Heritage Builders

11/16"

SS Spine Detail Spine 1 1/2" = 1'-0"

2

2

4"

71 /4"

1 1/2"

4 9/16"

4 5/8"

4"

4"

3 3/8"

4"

Truss Connections Spline Strut - King Post Date

6/1/2023 01-23

Project number

3' - 3 1/2" Detail 2 4 3" = 1'-0"

As indicated

plan name:

71 /4"

4"

Scale

53 /8"

3/8"

6 1/2"

1 7/16"

3/8"

9 1/4"

A502

4"

/8" 37

3

" 1/2

6" 1 / 61

King post to collar and Strut 1 1/2" = 1'-0"

2"

1

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL

Strut Detail 2 1 1/2" = 1'-0"

Drawn by Checked by Structural Coordinator

A502

Author Checker ST- CO

2X6 T&G DECKING

6X10 RIDGE BEAM

NAIL PATTERN FOR 2X6 DEXKING 2 @ PLANK FACE + (1) TOE-NAIL AT TONGUE. 16D COMMON RING -SHANK NAIL OR EQUIVALENT SCREEW FASTENERS TO BE STAINLESS STEEL

6X6 PURLIN TYP

8X10 RAFTER

Owner/Builder: Scott Tillman

6x8 Strut

Designer: Scott Tillman

Project name:

8X10 KING POST

7X9 COLLAR

Controlled random pattern ROOF DECK LAYOUT AND ATTACHMENT DETAIL

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders 8x10 Rafter

6x6 Purlin

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL

6X6 PURLIN

Scale

STaggerd

3/8" = 1'-0"

plan name:

Isometrics/Details

6x6 Purlin 6X6 PURLIN

NOTCH RAFTER TOP 3/4" DEEP X 5-1/2" WIDE NOTCH PURLIN 15/16" DEEP X 7-1/2" WIDE (IN FIELD) SEAT PURLIN ON RAFTER ATTACH WITH TWO (2) 1/4" X 8" MIN TIMBER SCREWS ON DIAGONAL. SINK HEADS FLUSH INTO PURLINS FOR DECKING OVER TOP

Date

6/1/2023 01-23

Project number

PURLIN TO RAFTER

Drawn by

SECTION VIEW

Checked by Structural Coordinator

ISOMETRIC VIEW

A503

SRT Checker ST- CO

Owner/Builder: Scott Tillman Designer: Scott Tillman

Project name:

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

plan name:

Moment Post Base South Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

R105

Author Checker ST- CO

Owner/Builder: Scott Tillman Designer: Scott Tillman

Project name:

Timber Frame Rear Porch Trusses

Client name:

Scott Tillman / Royal Heritage Builders

THESE DRAWINGS ARE THE PROPERTY OF ROYAL HERITAGE BUILDERS AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN APPROVAL Scale

plan name:

Moment Base Anchoring Epoxy North Date

6/1/2023 01-23

Project number Drawn by Checked by Structural Coordinator

R106

Author Checker ST- CO