DRAWING INDEX Ritz-Craft TM FOR: BUILDER / CUSTOMER

Truss Fastening Details

Cross Section

Notes

Cover Sheet

1st Floor Electrical Plan

1st Floor Plan

Foundation Design Criteria

Elevations

N1

X2

SITE ADDRESS:

FAS3

ELV1

FD

E1

CS

FP1

146 SALISBURY ROAD

FRANKLIN, NH 03235

MERRIMACK County

The enclosed drawings and specifications (referred hereinafter as subset) are the property of

Ritz-Craft Corporation of PA, Inc. This subset is intended to show a specific plan or layout.

This is intended to show the Ritz-Craft building module is in compliance with all state code

requirements and standard engineering practices in order for the general contractor to obtain

building permits. No part of this subset may be reproduced or used in any form or by any

means without written authorization from Ritz-Craft Corporation Inc. This subset is

proprietary and confidential. Any unauthorized use is prohibited.

The drawings in this subset should not be scaled for dimensional reference. All dimension

lines and notes supersede any such reference.

Ritz-Craft Corporation Inc. will be considered a sub-contractor in all building projects,

supplying a building component to a general contractor or builder. All notes with reference to

"in-field", "by other", "on-site" and "by builder" are pertaining to the responsibilities of the

general contractor.

FOR: BUILDER / CUSTOMER

DESCRIPTION:SHEET:

DRAWING INDEX

MODULE / ROOF LAYOUT:

FRONT ELEVATION

FOR ILLUSTRATIVE PURPOSES ONLY; SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS.

1st Floor Braced Wall PlanBW1

Module Fastening DetailsFAS4

NotesN2

Ritz-Craft Corporation

of PA, Inc.

15 Industrial Park Road

Mifflinburg, Pa 17844

MANUFACTURER INFORMATION

Label Locations:

As Noted. (HERS / Energy Star Label located at

Kitchen Sink or Master Bedroom Closet)

THIRD PARTY APPROVAL AGENCY

ICC NTA LLC.

305 North Oakland Avenue

Nappanee, IN 46500 (574)-773-7975

Cross SectionX1

Truss Fastening DetailsFAS1



10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH

06/08/21 CONFIRM MJJ

2655921

SHEET:

CO#:

SN:

12575

PROFESSIONAL ENGINEER SEAL

SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD

COPYRIGHT 2021. THIS DOCUMENT AND THE SUBJECT

MATTER CONTAINED HEREIN IS PROPRIETARY AND MAY

N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N

P E R M I S S I O N O F " R I T Z - C R A F T C O R P O R A T I O N "

C

Ritz-Craft

TM

COVER SHEET

NTS

CS

Model Number or Name:

Occupancy:

Building Area:

Construction Type:

No. of Stories Above Grade:

Mean Roof Height:

Min. Distance to Lot Line:

Exterior Wall Rating:

Ground Snow Load (Pg):

Roof Snow Load (Pf):

Minimum Roof Live Load:

Roof Dead Load:

Floor Live Load:

Floor Dead Load:

Wind Speed:

Wind Exposure:

Seismic Design Category:

Electrical Service Panel Size:

Additional Sub-Panel?

Permissible Gas Type:

Design Codes:

Thermal Climate Zone:

Degree Days:

Minimum Furnace Output:

Thermal Transmittance Values:

SQ. FT.

FT.

FT.

HR.

PSF

PSF

PSF

PSF

PSF

PSF

MPH V

asd

( V

ult

)

AMPS;

Floor* Wall* Roof*

DESIGN CRITERIA

ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS

SUBJECT TO LOCAL INSPECTION:

* See RESCheck

1 and 2 Family Dwelling ( )

see Sheet N1

2655921

1586

70.8

40

90

B

C

20

10

10

N/A

Roof Pitch: / 12

Y N

VB VA

1

15.21

> 5

0

54.5

200

7

115

see RESCheck

see RESCheck

-

SITE ELEVATION: 470 ft ASL

NOTES:NEW HAMPSHIRE

2015 IRC, w/Amendments

2017 Edition NEC

2015 IECC, w/Amendments

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

NOTES

NTS

N1

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

NOTES

NTS

N2

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

1ST FLOOR PLAN

3/16" = 1'-0"

FP1

Timer

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

1ST FLOOR

ELECTRICAL PLAN

3/16" = 1'-0"

E1

SPECIAL NOTES TO BUILDER/DEALER:

1. THE SOLE PURPOSE OF THIS PAGE IS TO RELAY FOUNDATION DESIGN CRITERIA TO THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE FOUNDATION DESIGN. THIS IS NOT A CONSTRUCTION

DOCUMENT AND SHOULD NOT BE USED AS SUCH.

2. FOUNDATION DESIGN CRITERIA IS LIMITED TO WIND/SEISMIC AND/OR GRAVITY LOADS AND COLUMN/PIER/PILING SPACING AND LOCATIONS.

3. FOUNDATION DIMENSIONS AND ELEVATION DIFFERENCES SHALL BE OBTAINED FROM THE BUILDER'S COPY OF THE FLOORPLAN.

4. WINDOW LOCATIONS FOR RAISED RANCH AND SPLIT LEVEL MODELS SHALL BE OBTAINED FROM THE BUILDER'S COPY OF THE FLOORPLAN.

5. IN THE EVENT OF A DISCREPANCY BETWEEN THE BUILDER'S COPY OF THE FLOORPLAN AND THIS DOCUMENT, THE BUILDER'S COPY OF THE FLOORPLAN SHALL SUPERSEDE ANY AND ALL

INFORMATION PROVIDED ON THIS PAGE.

6. THIS PAGE IS NOT AND SHALL NOT BE USED AS A CONSTRUCTION DOCUMENT. THE INFORMATION ON THIS PAGE MAY NOT BE COMPLETE OR ACCURATE ENOUGH TO USE FOR CONSTRUCTION

PURPOSES AND SHOULD NOT BE USED AS SUCH.

7. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR THE FINAL CONSTRUCTION DOCUMENTATION REQUIRED BY THE STATE AND/OR LOCAL AUTHORITY HAVING JURISDICTION.

8. RITZ-CRAFT CORPORATION ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE DESIGN OR CONSTRUCTION OF THE FOUNDATION AND SHALL HAVE NO LIABILITY WITH RESPECT THEREOF.

9. THIS PAGE REFLECTS THE DIMENSIONS OF THE MODULAR FLOORPLAN. ANY PLANNED GAPS AT THE MARRIAGE WALL WILL REQUIRE ADJUSTMENTS TO THE FOUNDATION PLAN.

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FOUNDATION

DESIGN CRITERIA

3/16" = 1'-0"

FD

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

ELEVATIONS

1/8" = 1'-0"

ELV1

A

B

1 2

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

1ST FLOOR

BRACED WALLS

3/16" = 1'-0"

BW1

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

SECTION

0.024644

X1

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

SECTION

0.024644

X2

FLIP TO TOP CHORD CONNECTION

RIDGE TO RIDGE CONNECTION

KNEE WALL TO KINGPOST CONNECTION

TRUSS TO SIDEWALL CONNECTION

CEILING BEAM TO BOTTOM CHORD CONNECTION

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FASTENING

NTS

FAS1

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FASTENING

NTS

FAS2


RIDGE TO RIDGE CONNECTION

KNEE WALL TO KINGPOST CONNECTION

KNEE WALL TO BOTTOM CHORD CONNECTION

SHIP LOOSE KNEE WALL TO TOP CHORD CONNECTION

TRUSS TO SIDEWALL CONNECTION


CEILING BEAM TO BOTTOM CHORD CONNECTION

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FASTENING

NTS

FAS3

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FASTENING

NTS

FAS4

10/18/21 SUBSET MJJ

08/04/21 REV02 KLH

07/22/21 REV01 KLH


2655921

SHEET:

CO#:

SN:

12575


SCALE:

TITLE:

CUSTOMER:

DATE

NEW STYLE HOMES

MONTAMBEAULT

MODEL:

VSR 7504

BUILDER:

BYDESCRIPTION

FRANKLIN , NH

CHRIS SEEBOLD





C

Ritz-Craft

TM

FASTENING

NTS

FAS5

Job

104891

Truss

CCD24203

Truss Type

KINGPOST

Qty

1

Ply

1Ritz-Craft 212

8.420 e Sep 14 2020 MiTek Industries, Inc. Fri Feb 12 10:18:52 2021 Page 1 of 2UFP Industries Inc., Grand Rapids, MI 49525, Mike Patten

[P]

Provide support to resist horizontal reactions of 422 lb at joint 14 and 501 lb at joint 8

See Note 12See Note 12

- Verify design parameters and READ NOTES

an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building

designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction

is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding

fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available

from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe

WARNING

C

UFP Industries, Inc. 2801 EAST BELTLINE RD, NEPHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525

This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible

for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for

The professional engineering seal indicates that a licensed professional engineer has designed the truss under the standards referenced within thisdocument, not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determinationon whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee.

Truss shall not be cut or modified without approval of the truss design engineer.

Copyright 2021 UFP Industries, Inc. All Rights Reserved

B1

T1

T5

W2

W1

B2

W4

T4

T3

W5

T2

W3

1

23

4

5

6

78

13 12 11 10 9

15

17 18

1416 19

20

MTH18K

6x8

SMH18D

SMH18K 6x8

MTH18C

4-1

0-4

9-4

-3

1-9

-2

1-4

-6H

ing

e H

gt.

7-4

-6

0-3-0

2-1-0

0-3-0

8-11-1

6-0-3

0-3-0

0-7-8

11-10-15

0-5-11

0-0

-12

0-1

-8

0-1-8

1-0-0 6-3-12 6-1-4 0-3-0 13-5-0

27-1-0

1-0-0 9-10-2 16-2-14

10

-6-5

1-1

-8

7.00 12

Plate Offsets (X,Y)-- [1:0-2-0,0-0-8], [1:2-1-3,4-1-4], [6:0-0-11,0-1-2], [7:0-1-4,0-0-0], [8:Edge,0-3-12], [9:0-5-4,0-3-0], [12:0-1-4,0-1-0]

SPACING-: 2-0-0LOADING (psf)TCLL(Ground Snow=60.0)TCDLBCLLBCDL

46.2

10.00.0 *

10.0


69.3

15.00.0 *

15.0


92.4

20.00.0 *

20.0

Plate Grip DOLLumber DOLRep Stress IncrCode

1.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-R

0.920.680.94

DEFL.Vert(LL)Vert(CT)Horz(CT)

in-0.32-0.49-0.01

(loc)8-98-9

9

l/defl>496>324

n/a

L/d240180n/a

PLATESMT20MT18HS

Weight: 133 lbFT = 0%

GRIP137/130137/130

LUMBER-TOP CHORD 2x6 SPF 1650F 1.5E *Except*

T5: 1-1/2X9-1/4 LP-LSL TC 1.75E, T4: 2x6 SPF 2100F 1.8E, T3: 2x6 SPF No.2T2: 2x4 SPF No.2

BOT CHORD 2x10 SPF No.2 *Except*B2: 2x8 SPF No.2

WEBS 2x3 SPF Stud *Except*W2: 2x4 SPF Stud, W4: 2x8 SPF No.2, W3: 2x3 SPF No.2

BRACING-TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.WEBS 1 Row at midpt 6-15, 2-11JOINTS 1 Brace at Jt(s): 15

REACTIONS. (lb/size) 14=1096/0-3-8 (min. 0-1-14), 8=1117/0-3-8 (min. 0-1-15), 9=860/Mechanical, 11=453/MechanicalMax Horz 14=422(LC 15), 8=-501(LC 10)Max Uplift14=-252(LC 9), 8=-315(LC 10), 9=-600(LC 10), 11=-365(LC 9)Max Grav14=1180(LC 14), 8=1220(LC 15), 9=1049(LC 15), 11=683(LC 3)

FORCES. (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-17=-893/237, 2-17=-691/248, 2-3=-532/257, 3-4=-500/265, 4-5=-489/156, 5-6=-791/141, 6-18=-779/132, 7-18=-1313/129, 7-8=-1337/316,

1-13=-1238/331, 9-15=-1003/650BOT CHORD 13-14=-422/158, 12-13=-422/158, 12-16=-202/359, 11-16=-202/359, 10-11=0/0, 9-19=-336/518, 19-20=-336/518, 8-20=-336/518WEBS 1-12=-158/721, 6-15=-1059/686, 2-11=-745/420

REQUIRED FIELD JOINT CONNECTIONS - Maximum Compression (lb)/ Maximum Tension (lb)/ Maximum Shear (lb)/ Maximum Moment (lb-in)2=745/420/0/0, 3=523/260/150/0, 4=476/266/407/0, 5=727/142/408/0, 11=745/420/0/0, 13=1238/331/0/0, 15=1059/686/340/0

NOTES-1) Wind: ASCE 7-16; Vult=152mph (3-second gust) Vasd=120mph @24in o.c.; TCDL=3.0psf; BCDL=3.0psf; (Alt. 180mph @16in o.c.; TCDL=4.5psf;

BCDL=4.5psf); (Alt. 180mph @12in o.c.; TCDL=6.0psf; BCDL=6.0psf); h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-CExterior(2E) 1-1-4 to 4-1-4, Interior(1) 4-1-4 to 10-9-4, Exterior(2E) 10-9-4 to 13-9-4, Interior(1) 13-9-4 to 23-11-9, Exterior(2E) 23-11-9 to 26-11-9 zone;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60

2) TCLL: ASCE 7-16; Pg=60.0 psf; Ps=46.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Roof design snow load has been reduced to account for slope.4) Unbalanced snow loads have been considered for this design.5) All plates are MT20 plates unless otherwise indicated.6) See HINGE PLATE DETAILS for plate placement.7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation.8) All additional member connections shall be provided by others for forces as indicated.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom

chord and any other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 14, 315 lb uplift at joint 8, 600 lb uplift at joint 9

and 365 lb uplift at joint 11.12)13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.14) Attic space shown is not designed for occupancy.15) This truss is designed in accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/TPI 1

MTH18K

2/15/2021

16) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is put into service.17) The field-installed members are an integral part of the truss design. Retain a design professional to specify final field connections and temporary supports. All

field-installed members must be properly fastened prior to applying any loading to the truss. This design anticipates the final set position.







WARNING UFP Industries, Inc. 2801 EAST BELTLINE RD, NEPHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525





Job

104891

Truss

CCD24203

Truss Type

KINGPOST

Qty

1

Ply

1Ritz-Craft 212

8.420 e Sep 14 2020 MiTek Industries, Inc. Fri Feb 12 10:18:52 2021 Page 2 of 2UFP Industries Inc., Grand Rapids, MI 49525, Mike Patten

CCopyright 2021 UFP Industries, Inc. All Rights Reserved

104891 212 RITZ-CRAFT

Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060

ufpi.com

Job Truss MFG Customer

The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, not necessarily the current state building code. The engineering seal is not an approval to use a design in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee.

CCD24203

Job

95796

Truss

HMD16905

Truss Type

HINGE MONO

Qty

1

Ply

1Ritz-Craft 2127/12 27'4 WD

8.220 e Aug 13 2018 MiTek Industries, Inc. Fri Apr 12 09:59:28 2019Universal Forest Products Inc., Grand Rapids, MI 49525, Mike Patten

T1

B1

W2

T2

T3

W1

12

3

4

6

7

8

5

9 10

6x6

SMH18D

7x12 MT20HS

SMH18K

0-7-8

0-3-0

11-10-15

0-5-11

1-4

-6H

inge H

gt.

7-4

-6

1-9

-2

2-10-12

0-1-8 Opt.Cut-off

0-1-8 Opt.Cut-off

0-0-12

13-5-0

13-5-0

1-1

-8

8-1

1-7

7.00 12

Plate Offsets (X,Y)-- [1:0-1-12,0-3-10], [2:0-1-4,0-0-0], [3:0-1-4,0-1-0], [6:0-6-7,0-1-5]


46.2

10.00.0 *

10.0


69.3

15.00.0 *

15.0


92.4

20.00.0 *

20.0


1.151.15YES

IBC2018/TPI2014

CSI.

TCBCWBMatrix-R

0.970.650.29

DEFL.

Vert(LL)Vert(CT)Horz(CT)

in0.40

-0.450.00

(loc)1-61-6

6

l/defl>388>346

n/a

L/d240180n/a

PLATES

MT20MT20HSMT18HSWeight: 74 lbFT = 0%

GRIP

137/130110/93137/130

LUMBER-

TOP CHORD 1-1/2X9-1/4 LP-LSL TC 1.75E *Except*T2: 2x8 SPF No.2, T3: 2x4 SPF No.2

BOT CHORD 2x8 SPF No.2WEBS 1-1/2X7-1/4 LP-LSL TC 1.75E *Except*

W1: 2x4 SPF Stud

[P]

BRACING-

TOP CHORD Structural wood sheathing directly applied, except end verticals.BOT CHORD Rigid ceiling directly applied or 7-10-10 oc bracing.WEBS 1 Row at midpt 3-7

REACTIONS. (lb/size) 1=993/0-3-8 (min. 0-1-13), 6=755/0-3-8 (min. 0-1-9), 5=0/MechanicalMax Horz 1=443(LC 9), 5=-318(LC 13)Max Uplift1=-373(LC 8), 6=-505(LC 9)Max Grav1=1162(LC 13), 6=995(LC 13)

FORCES. (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-2=-1272/318, 2-8=-1184/121, 3-8=-844/132, 3-4=-553/137, 4-5=-381/151, 6-7=-845/496BOT CHORD 1-9=-282/482, 9-10=-282/482, 6-10=-282/482WEBS 3-7=-973/570

REQUIRED FIELD JOINT CONNECTIONS - Maximum Compression (lb)/ Maximum Tension (lb)/ Maximum Shear (lb)/ Maximum Moment (lb-in)4=496/144/202/0, 7=973/570/482/0

NOTES-

1) Wind: ASCE 7-16; Vult=152mph (3-second gust) Vasd=120mph @24in o.c.; TCDL=3.0psf; BCDL=3.0psf; (Alt. 180mph @16in o.c.; TCDL=4.5psf;BCDL=4.5psf); (Alt. 180mph @12in o.c.; TCDL=6.0psf; BCDL=6.0psf); h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-CExterior(2E) 0-1-7 to 3-1-7, Interior(1) 3-1-7 to 13-4-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; LumberDOL=1.60 plate grip DOL=1.60

2) TCLL: ASCE 7-16; Pg=60.0 psf; Ps=46.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Roof design snow load has been reduced to account for slope.4) Unbalanced snow loads have been considered for this design.5) All plates are MT20 plates unless otherwise indicated.6) See HINGE PLATE DETAILS for plate placement.7) Provisions must be made to prevent lateral movement of hinged member(s) during transportation.8) All additional member connections shall be provided by others for forces as indicated.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom

chord and any other members, with BCDL = 10.0psf.11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 1 and 505 lb uplift at joint 6.12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.13) Take precaution to keep the chords in plane, any bending or twisting of the hinge plate must be repaired before the building is put into service.14) The field-installed members are an integral part of the truss design. Retain a design professional to specify final field connections and temporary supports.

All field-installed members must be properly fastened prior to applying any loading to the truss. This design anticipates the final set position.15) Based on HMD16904 - IBC 2018







WARNING

C

Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NEPHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525





Copyright 2019 Universal Forest Products, Inc. All Rights Reserved

Designed for porch application, fully exposed to wind

8/25/2020



ufpi.com



HMD16905

Job

104891

Truss

M0889622

Truss Type

MONO TRUSS

Qty

1

Ply

1Ritz-Craft 212

8.420 e Sep 14 2020 MiTek Industries, Inc. Fri Feb 12 10:02:06 2021UFP Industries Inc., Grand Rapids, MI 49525, Mike Patten

B1

T1

W3

W2

B2

W1

1

2

3

4

5

9 8

7 6

10

5x5

3x4

2.5x4

2x6

4x4

1x3

1x3

1.5x3

9-3-10

1-4-11 4-5-5 0-1-8 1-2-0

0-10-15 7-1-8

0-10-15 1-4-11 4-6-13 1-2-0

0-8

-6

4-1

0-4 4

-1-0

0-9

-4

7.00 12

Plate Offsets (X,Y)-- [2:Edge,0-0-4], [3:0-1-8,0-0-4], [4:0-5-6,0-1-0], [5:Edge,0-2-8], [8:0-1-8,0-1-8]


46.2

10.00.0 *

10.0


69.3

15.00.0 *

15.0


92.4

20.00.0 *

20.0


1.151.15YES

IBC2018/TPI2014

CSI.TCBCWBMatrix-R

0.570.290.17

DEFL.Vert(LL)Vert(CT)Horz(CT)

in0.09

-0.090.00

(loc)8-98-9

8

l/defl>716>708

n/a

L/d240180n/a

PLATESMT20

Weight: 34 lbFT = 0%

GRIP197/144

LUMBER-TOP CHORD 2x6 SPF No.2BOT CHORD 2x4 SPF No.2WEBS 2x3 SPF Stud *Except*

W2: 2x6 SPF Stud

[P]BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.

REACTIONS. (lb/size) 2=480/0-3-8 (min. 0-1-8), 8=548/MechanicalMax Horz 2=340(LC 9)Max Uplift2=-104(LC 9), 8=-383(LC 9)Max Grav2=626(LC 14), 8=811(LC 14)

FORCES. (lb) - Maximum Compression/Maximum TensionTOP CHORD 1-2=0/49, 2-10=-273/95, 3-10=-255/99, 3-4=-288/224, 4-5=-171/59, 5-6=-50/59BOT CHORD 2-9=-30/27, 8-9=-31/26, 6-7=-39/34WEBS 7-8=-739/585, 4-7=-772/642, 3-9=-162/151

NOTES-1) Wind: ASCE 7-16; Vult=152mph (3-second gust) Vasd=120mph @24in o.c.; TCDL=3.0psf; BCDL=3.0psf; (Alt. 180mph @16in o.c.; TCDL=4.5psf;

BCDL=4.5psf); (Alt. 180mph @12in o.c.; TCDL=6.0psf; BCDL=6.0psf); h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-CExterior(2E) -0-10-15 to 2-1-1, Interior(1) 2-1-1 to 4-0-2, Exterior(2E) 4-0-2 to 7-0-2 zone; porch left exposed;C-C for members and forces & MWFRS forreactions shown; Lumber DOL=1.60 plate grip DOL=1.60

2) TCLL: ASCE 7-16; Pg=60.0 psf; Ps=46.2 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) Roof design snow load has been reduced to account for slope.4) Unbalanced snow loads have been considered for this design.5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live

loads.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom

chord and any other members.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 2 and 383 lb uplift at joint 8.9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.10) This truss is designed in accordance with the 2015 IBC Sec 2306.1 and referenced standard ANSI/TPI 1







WARNING

C

UFP Industries, Inc. 2801 EAST BELTLINE RD, NEPHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525





Copyright 2021 UFP Industries, Inc. All Rights Reserved

Designed for porch application, fully exposed to wind

2/15/2021



ufpi.com



M0889622

DATE: 10/15/2021 COMPANY: Ritz-Craft Corp PAVITRUVIUS BUILD: Base DESIGNED BY: Curt Zimmerman

CUSTOMER: REVIEWED BY: Curt ZimmermanPROJ. ADDRESS: -- PROJECT NAME: 2655921

--LEVEL: Main Floor LOADING: ASD

MEMBER NAME: HDR1 (W: TRUSS M0889622 ) CODE: 2018 International Building CodeMEMBER TYPE: FLOOR BEAM NDS: 2018 NDS

MATERIAL: Structural Composite LumberMurphy 2.0E LVL (3) 1.5 X 7.25 DRY

HDR1 (W: TRUSS M0889622 ) DIAGRAM

BEAM PROPERTIES

Area Ix Iy BSW Lams Cfn Kcr

(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor

32.62 142.9 6.12 8.5 3 5.55 1

STRENGTH PROPERTIESFb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³

Base Values 3100 2100 290 3200 750 2000 984.984

Adjusted Values 3100 2100 290 3200 750 2000 985

CM 1 1 1 1 1 1 1

CT 1 1 1 1 1 1 1

Bending Adjustment Factors CV = 1.1 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values

BEAM DATAUnbraced Length (ft) Beam End

Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right)

1 10.5 0 10.5 0 1.00 0.55 1.00 1.00

PASS-FAIL

Shear Stress Y (psi)

Bending Stress Y (psi)

Deflection (in)

Bearing Stress (psi)

PASS/FAIL

PASS (60.2%)PASS (40.9%)PASS (3.8%)

PASS (78.7%)

MAGNITUDE

115.5

2007.3

0.337 (=L/374)

159.5

STRENGTH

290.0

3394.6

0.350 (=L/360)

750.0

LOCATION (ft)

10.5

5.25

5.25

0

LOAD COMBO

D+L

D+L

L

D+L

DURATION FACTOR CD

1

1

1

REACTIONS Units for V: lbf Units for M: lbf-ft

DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTHY axis

A 664 1848 0 0 0 0 0 0 0 0 0

B 664 1848 0 0 0 0 0 0 0 0 0

Reaction Location

A B

LOAD LIST

Uniform (lbf/ft) 352 352 0 10.5 Live Y

Uniform (lbf/ft) 118 118 0 10.5 Dead Y

Self Weight (lbf/ft) 8.5 8.5 0 10.5 Dead Y

Page 1

2018 International Building Code ASDPROJECT: 2655921

DATE: 10/15/2021 COMPANY: Ritz-Craft Corp PAVITRUVIUS BUILD: Base DESIGNED BY: Curt Zimmerman

CUSTOMER: REVIEWED BY: Curt ZimmermanPROJ. ADDRESS: -- PROJECT NAME: 2655921

--LEVEL: Main Floor LOADING: ASD

MEMBER NAME: HDR1 (W: TRUSS M0889622 ) UP... CODE: 2018 International Building CodeMEMBER TYPE: FLOOR BEAM NDS: 2018 NDS

MATERIAL: Structural Composite LumberMurphy 2.0E LVL (3) 1.5 X 7.25 DRY

HDR1 (W: TRUSS M0889622 ) UPLIFT DIAGRAM

BEAM PROPERTIES

Area Ix Iy BSW Lams Cfn Kcr

(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor

32.62 142.9 6.12 8.5 3 5.55 1

STRENGTH PROPERTIESFb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³

Base Values 3100 2100 290 3200 750 2000 984.984

Adjusted Values 3100 2100 290 3200 750 2000 985

CM 1 1 1 1 1 1 1

CT 1 1 1 1 1 1 1

Bending Adjustment Factors CV = 1.1 Cr = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values

BEAM DATAUnbraced Length (ft) Beam End

Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right)

1 10.5 0 10.5 0 1.00 0.55 1.00 1.00

PASS-FAIL

Shear Stress Y (psi)

Bending Stress Y (psi)

Deflection (in)

Bearing Stress (psi)

PASS/FAIL

PASS (92.8%)PASS (89.3%)PASS (84.1%)PASS (96.2%)

MAGNITUDE

20.9

362.9

0.056 (=L/2270)

28.8

STRENGTH

290.0

3394.6

0.350 (=L/360)

750.0

LOCATION (ft)

10.5

5.25

5.25

0

LOAD COMBO

D+L

D+L

L

D+L

DURATION FACTOR CD

1

1

1

REACTIONS Units for V: lbf Units for M: lbf-ft

DEAD LIVE LIVE ROOF SNOW WIND + WIND - SEISMIC + SEISMIC - ICE RAIN EARTHY axis

A 150 304 0 0 0 0 0 0 0 0 0

B 150 304 0 0 0 0 0 0 0 0 0

Reaction Location

A B

LOAD LIST

Uniform (lbf/ft) 58 58 0 10.5 Live Y

Uniform (lbf/ft) 20 20 0 10.5 Dead Y

Self Weight (lbf/ft) 8.5 8.5 0 10.5 Dead Y

Page 2

2018 International Building Code ASDPROJECT: 2655921

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DRAWING INDEX Ritz-Craft TM FOR: BUILDER / CUSTOMER

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Transcript of DRAWING INDEX Ritz-Craft TM FOR: BUILDER / CUSTOMER