E USLR0029 S Rev2 FOR QUOTE ONLY! NOT FOR CONSTRUCTION! · B 5/16" 3/4" 1/4" 1/4" 13/16" 15/16" 5/16" 9/16"-0" 5/8"-6"-8"-0" 1/16"-4" 1/2"-4"-8" 3/8"-8"-0" -4" -0"-6" 3/4"-8" 3/8"

GARAGE SLAB

18'-2

5/1

6"14

'- 3/

4"12

'-8 1

/4"

10'-6

1/4

"12

'-3 1

3/16

"3'

-11

15/1

6"

17'-7 5/16"

6'-2 9/16"

9'-0

"3'

-8 5

/8"

2'-6

"

5'-8

"10

'-0"

6'-4

1/1

6"6'

-4"

10'-1 1/2"

32'-4"

20'-8"

13'-2 3/8"

10'-8"

2'-0" 8'-4" 10'-0"

2'-6

"

17'-4 3/4"

12'-8"

13'-2

3/8

"9'

-8 1

5/16

"

16" O.C.SpacingStart

2'-0" 15'-8 15/16"

J7

J23

J5

J6

J4J2

3

J7

J7J5

J5

J23

J5

J6

J23J4

J8

J6

J7

J8

J9J8

J5J2

3

J23

J5

J6

J4

J22

J6

J9J11

J9

J8

J5

Continuous Strongback 2 X 6Continuous Strongback 2 X 6

Con

tinuo

us S

trong

back

2 X

6

Continuous Strongback 2 X 6




Continuous Strongback 2 X 6 Continuous Strongback 2 X 6

G26

G24

G9

G5

G9

G24

G9

G2

G5

G17

G9

G6

G11

G11

G11

G27

G9

G5

G5

G11

G5

G27

G6

G5

G24

G17

G11

G3

G8

G9

G24

G5

G9

G5

G6

G9

G5

G3

G9

G8

G9

G25

G2

G25

G2

G5

G8

G6

G5

G5

G5

G24

G5

G2

G8

G2

G1

G16

G11

G24

G9

G5

G9

G9

G9

G5

G24

G3

G10

G11

G26

G9

G24

G27

G8

G24

G17

G24

G4

G24

G3

G28

G9

G11

G11

G3

G3

G25

G9

G11

G9

G24

G1

C28TUL: 681.1

C82TUL: 8354.6

C18TUL: 7982

C17TUL: 9154.3

C99TUL: 0

C87TUL: 3203.7

C61TUL: 1436.3

C100TUL: 3164.8

C54TUL: 6733.6

C74TUL: 0

C137TUL: 5867.4

C19TUL: 5001.1

C6TUL: 6530.2

C101TUL: 7915.4

C2TUL: 673.1

C55TUL: 1074.6

C49TUL: 117.3

C13TUL: 3833.8

C24TUL: 9534.5

C44TUL: 0

C20TUL: 10981.8

C112TUL: 1571.4

C94TUL: 7277.2

C66TUL: 3679.4

C63TUL: 0

C34TUL: 1011.9

C22TUL: 2203.2

C15TUL: 28.7

C90TUL: 3834.4

C14TUL: 2252.1

C26TUL: 1521.9

C7TUL: 3827

C71TUL: 723.9

C84TUL: 7396.1

C56TUL: 791.4

C105TUL: 432.2

C109TUL: 0

C48TUL: 626.9

C80TUL: 5184.8

C10TUL: 2189.9

C3TUL: 3026.2

C79TUL: 2948.4

C39TUL: 4960.1

C47TUL: 2377.7

C50TUL: 4406.7

C65TUL: 2231.3

C40TUL: 4708

C46TUL: 8038.1

C8TUL: 0

C52TUL: 0

C30TUL: 4840.7

C16TUL: 2349.8

C113TUL: 3463

C111TUL: 2167.1

C45TUL: 71.9C32

TUL: 4050.8

C21TUL: 3155.2

C37TUL: 0

C51TUL: 346.7

C42TUL: 1246.1

C35TUL: 93.2

C9TUL: 6044.3

C38TUL: 0

C11TUL: 0

C58TUL: 4390.4

C25TUL: 1531.6

C88TUL: 461.3

C12TUL: 70.7

C41TUL: 3014.2

C93TUL: 4126

C72TUL: 4685.5

C5TUL: 5218.5

C4TUL: 12047.7

C33TUL: 466.3

C29TUL: 2011.1

C98TUL: 3367.8

C83TUL: 3193.3

C102TUL: 2469.3

C36TUL: 36.8

C27TUL: 669

C97TUL: 3237.9

C43TUL: 0

C23TUL: 982.8

C73TUL: 0

C31TUL: 1684.7Start Joist Run

LAYOUT/MODEL NAME

USLR0029S_Rev2

See your local building code in effect forminimal bottom chord bracing.

ENGINEERINGDesign Method ASD

Floor LoadsLive 40 PSFDead 15 PSFConstruction 0 PSF

Floor DeflectionLL Girder L/360LL Joist L/480DL Girder L/360DL Joist L/360TL Girder L/240TL Joist L/240

Floor Deck and VibrationDeck: 3/4" SPF Plywood, Nailed & GluedCeiling: NoneStrapping: no strapping

PROJECT/JOB NUMBERUSLR0029CUSTOMER NAMEUS LUMBERCREATED DATE9/3/2015 2:15:10 PM

DRAWN BYEWP

JOB NAMECILIBERTO RESIDENCE

WARNING FOR A PROPER INSTALLATION(TOP AND

BOTTOM)Please refer to the stamp on the joist to

install them in the right position

ReinforcementFor reinforcement please refer to the

calculation sheets

HANGER SCHEDULELVL/JOIST QTY DESCRIPTIONG26 2 CUSTOM HUS212-2G27 2 CUSTOM HUS212-2G24 8 CUSTOM HUS212-2G17 2 CUSTOM HUSR/L410G8 1 CUSTOM HUSR/L414G11 1 CUSTOM HUSR/L414G1 1 CUSTOM HUSR/L414G5 1 CUSTOM HUSR/L414J8 3 CUSTOM SUR/L2.56/14J22 1 CUSTOM SUR/L2.56/14J23 9 CUSTOM SUR/L2.56/14J7 1 CUSTOM SUR/L2.56/14J9 2 CUSTOM SUR/L2.56/14J5 5 CUSTOM SUR/L2.56/14J6 4 CUSTOM SUR/L2.56/14J4 1 CUSTOM SUR/L2.56/14G6 3 Simpson HGUS414 14G5 3 Simpson HGUS414 14G10 1 Simpson HGUS414 14G2 1 Simpson HGUS414 14G3 4 Simpson HGUS414 14G11 2 Simpson HGUS414 14G4 2 Simpson HGUS414 14J11 18 Simpson IUS2.56/14 14J9 56 Simpson IUS2.56/14 14J8 51 Simpson IUS2.56/14 14J5 43 Simpson IUS2.56/14 14J23 7 Simpson IUS2.56/14 14J7 47 Simpson IUS2.56/14 14J6 92 Simpson IUS2.56/14 14J22 1 Simpson MIU2.56/14 14J4 2 Simpson MIU2.56/14 14J4 3 Simpson SUR/L2.56/14 14

Continuous StrongbackDESCRIPTION TOT. LIN. FT.Continuous Strongback 2 X 6 204

JOIST SCHEDULELABEL QTY DESCRIPTION PLIES R/LENJ22 1 NI-40X 14 1 4'J4 3 NI-40X 14 1 3'

Total length: 13'J9 29 OJ-314 14 1 16'J23 8 OJ-314 14 1 6'J8 27 OJ-314 14 1 14'J6 48 OJ-314 14 1 10'J5 24 OJ-314 14 1 8'J7 24 OJ-314 14 1 12'

Total length: 1850'J11 9 OJ-315 14 1 18'

Total length: 162'LVL SCHEDULE

LABEL QTY DESCRIPTION PLIES R/LENG8 5 PW LVL-2.0E 1.75 X 14 2 9'G6 4 PW LVL-2.0E 1.75 X 14 2 3'G9 18 PW LVL-2.0E 1.75 X 14 2 7'G11 10 PW LVL-2.0E 1.75 X 14 2 8'G10 1 PW LVL-2.0E 1.75 X 14 2 2'G2 5 PW LVL-2.0E 1.75 X 14 2 10'G1 2 PW LVL-2.0E 1.75 X 14 2 5'G3 6 PW LVL-2.0E 1.75 X 14 2 11'G5 16 PW LVL-2.0E 1.75 X 14 2 6'G4 1 PW LVL-2.0E 1.75 X 14 2 13'

Total length: 1000'

NOTES1. THIS JOIST PLACEMENT GUIDE IS FOR "TRIFORCE" PRODUCTS ONLY.2. THIS JOIST PLACEMENT GUIDE SHOULD BE REVIEWED BY THE ARCHITECT, ENGINEER OF RECORD OR BUILDER TO

ENSURE THAT NO ADDITIONAL ROOF LOADS WILL BE TRANSFERRED ONTO THE FLOOR SYSTEM AND THAT THEFOUNDATION DESIGN ACCOUNTS FOR ALL LOADS.

3. THIS JOIST PLACMENT GUIDE IS PROVIDED FOR THE SOLE PURPOSE OF MATERIAL REFERENCE ONLY. THE BUILDINGDESIGNER AND/OR PROJECT COORDINATOR IS THE PROJECTS SOLE REPSONSIBLE PARTY AND ALL SPANS,LOCATIONS, LOADING FOR JOISTS, BEAMS, LENGTHS AND QUANTITIES SHOULD BE VERIFIED PRIOR TO ORDERING.

4. THIS JOIST PLACEMENT GUIDE MAY HAVE BEEN DESIGNED WITH OR WITHOUT FULL STRUCTURAL PLANS ANDSHOULD BE REVIEWED BY THE ARCHITECT AND/OR THE ENGINEER OF RECORD TO ENSURE STRUCTURAL INTEGRITY."TRIFORCE" CAN NOT BE REPSPONSIBLE FOR FIELD FRAMING AND BRACING LOCATIONS NOT SPECIFIED ON THEORIGINAL PLANS. THE PROJECTS SOLE RESPONSIBLE PARTY IS TO TRANSFER ALL ROOF LOADS TO FOUNDATIONS.

5. ALL "TRIFORCE" PRODUCTS DETAILS APPLY TO ALL REVELANT OCCURENCES WHETHER OR NOT THEY ARESPECIFICALLY INDICATED ON THE PLACEMENT GUIDE.

6. CONTRACTOR TO COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS FOR THELOCATIONS AND SIZES OF FLOOR/ROOF OPENINGS, WHICH WILL AFFECT THE LOCATION OF JOISTS AND BEAMS.

7. CONTRACTOR TO ADVISE "MANUFACTURERS" OF ANY MODIFICATIONS AND/OR CHANGES TO THIS JOIST AND BEAMPLACEMENT GUIDE.

8. JOISTS SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION.9. DO NOT CUT, DRILL, OR NOTCH THE TOP OR BOTTOM CHORD OF THE JOISTS.

10. DO NOT CUT, DRILL, OR NOTCH BEAMS.11. FIELD BRACING IS NOT THE RESPONSIBILITY OF THE "TRIFORCE" FABRICATOR, SUPPLIER, OR DESIGNER. FIELD

PERSONEL ERECTING JOISTS ARE CAUTIONED TO SEEK PROFFESIONAL ADVICE REGARDING TEMPORARY ERECTIONBRACING WHICH IS "ALWAYS REQUIRED" TO PREVENT TOPPLING AND DOMINOING IN SPECIFIC APPLICATIONS.

12. WHERE NO DIRECT TOP CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 2'-0" O.C. MAXIMUM.WHERE NO BOTTOM CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 10'-0" O.C. MAXIMUM.

13. ALL JOISTS AND LVL BEAMS MUST BE USED IN A DRY ENVIROMENT AND PROTECTED FROM MOISTURE.14. JOISTS MUST BE HANDLED WITH EXTREME CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY.

REFER TO JOIST ENGINEERING FOR CONNECTION AND BRACING REQUIRMENTS. THESE CALCULATIONS ARESUPPLIED FOR THE ENGINEER OF RECORD TO ADEQUATELY PROVIDE FOR CONNECTION AND INTEGRATION OF THEROOF ASSEMBLY TO THE SUPPORTING STRUCTURE. DESIGNERS OF SUPPORTING CONNECTIONS ARE "SOLEY"RESPONSIBLE FOR THE INTEGRITY OF THEIR PRODUCT(S).

15. ALL JOIST AND BEAMS MUST HAVE FULL BEARING CONTACT IN HANGERS. ALL JOIST AND LVL HANGERS TO BEFASTENED AS PER "SIMPSON STRONG TIE" SPECIFICATIONS FOR MAXIMUM RESISTANCE.

16. WHEN TILE IS INSTALLED AS AN OPTION ON SECOND STORY APPLICATIONS. A L/600 DEFLECTION CRITERIA OR 16" ONCENTER SPACING WILL BE NECESSARY TO MAINTAIN TILE WARRANTY.

17. WHERE BEAMS ARE NOT THE SAME DEPTH AS THE JOISTS, LOCATE THE BEAM AT THE SAME ELEVATION AS THE TOPOF THE JOISTS. BUILD UP WALL AT BEARING POINTS OR BUILD UP BEAM WITH A COMBINATION OF 2X'S ANDPLYWOOD.

18. THE FOLLOWING PRODUCT EVALUATIONS, ISSUED FOR "TRIFORCE" ARERECOGNIZED BY BOCA, IBC, IRC, SBC, AND UBCREPORT NO. ESR-2999"TRIFORCE" IS A MEMBER OF THE WOOD TRUSS COUNCIL OF AMERICATHIRD PARTY CERTIFICATION: INTERTEK TESTING SERVICES, WHICH USES THE WARNOCK HERSEY CERTIFICATIONMARK FOR ENGINEERED WOOD PRODUCTS IS THE INDEPENDENT EVALUATION/TESTING AGENCY FOR CERTIFICATIONOF "TRIFORCE" MANUFACTURING PROCESS.

19. WHEN SPECIFIC GRAVITY (DENSITY) IN SEISMIC ZONES IS SPECIFIED .05, SPF 2400 MSR WILL NEED TO BE SPECIFIEDFOR ALL LENGTHS. PLEASE VERIFY WITH ENGINEER OF RECORD AND/OR LOCAL MUNICIPALITY.

20. MINIMUM BEAM SPECIFICATIONS FOR SUBSTITUTION SHOULD BE AS FOLLOWS MOE-2.0E6 PSI, FB 2800 PSI, AND FV285 PSI. VERIFY WITH ENGINEER OF RECORD FOR VARIANCE.

21. ALL INTERIOR WALLS ARE ASSUMED TO BE NON LOAD BEARING UNLESS NOTED OTHERWISE. ALL LOADS AREASSUMED TO BE TRANSFERRED TO WALLS OR COLUMNS THAT STACK ALL THE WAY DOWN TO THE FOUNDATION. IFTHIS IS NOT THE CASE, ADDITIONAL MATERIAL WILL BE REQUIRED!!!

22. JOIST PLACEMENT GUIDES AND ENGINEERING MAY NOT BE REPRODUCED IN PART OR IN FULL UNDER ANYCIRCUMSTANCES.

OPEN JOIST TRIFORCE® and OPEN JOIST 2000® are in accordance with ICC 2009 and NDS-2010. OPEN JOIST TRIFORCE® and OPEN JOIST 2000® have been evaluated by ICC (report # ESR-2999) & (report # ESR-1035) and are quality controlled by a qualified third

party agency. Parts are joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is visually graded in-plant as per quality control manual. A sub-floor must be attached to the top chord member according to the building code. If

specified, strong backs must be of dry lumber and attached to the joists, according to current practice. Required bearing length must be determined for each application based on specifications by the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000®

must be used under dry conditions. Refer to the specifications by the manufacturer for details of installation

FOR QUOTE ONLY! NOT FOR CONSTRUCTION!

FLOOR/LEVEL NAME1st Level

Qui

ckTo

ols

5.4.

1211

.0

Reviewed For Code Compliance

ALL INTERIOR WALLS ARE ASSUMED NON-LOAD BEARING UNLESS OTHERWISE NOTED.

FULL DEPTH BLOCKING

FULL DEPTH BLOCKING

FULL DEPTH BLOCKING

FULL

DEP

TH

BLO

CKIN

G

FULL DEPTH BLOCKING

6

N2P

2

N2P

6

6

N2P

6

6

16" O.C.SpacingStart

9'-0

"

10'-8"

10'-0"

J12

J15

4'-0

"

2'-6"

12'-8

"

20'-8"

22'-2 1/4"

J19

J17

J1

J15

J16

J12J17

J10J12J

14

20'-0"

5'-10"12'-8"

2'-6

"

4'-7 1

/4"

1'-8

"

30'-8

"

18'-8

"

10'-0

"

8'-4"

32'-0"

6'-4

"10

'-2"

5'-6

"

32'-4"

2'-6

"

6'-4

"

19'-6 1/16"

2'-0"

5'-8

"

J13

J14

J13

J1

J1

J16

J12

J15

J10

J15

J1

J21

J14J14

J2

J13

J1

J15

J16

J14

J10

J12

J1J1

5

Rim

boar

d

Rim

boar

d

Rimboard

Rimboard

Rimb

oard

Rim

boar

d

RimboardRimboard

Rimboard

Rimboard

Rim

boar

d

Rim

boar

d

Rim

boar

d

Rim

boar

d

Rimboard

Rimboard

Rim

boar

d

Rim

boar

d

Rimboard

Rimboard

Rimboard

Rim

boar

d

Rim

boar

d

Rimbo

ard

Rimboard

Rimboard

Rim

boar

d

Rimboard

Rimboard

Rim

boar

d

H1

TUL: 2890TUL: 2890

H1

TUL: 2890TUL: 2890

G15

G12

G14

G27

G20

G21

G34

G19

G7

G18

G7

G22

G13

G20








C85TUL: 335.2

C67TUL: 0

TUL: 4556

TUL: 954

C69TUL: 0

C136TUL: 0

C68TUL: 1850.7

TUL: 4505.8

C81TUL: 0

C70TUL: 0

C62TUL: 0 C135

TUL: 0

C134TUL: 0

TUL: 6339.2

TUL: 1419.5

TUL: 7282.2

TUL: 4222.5 C132TUL: 0

C124TUL: 1521.9

TUL: 2281.8

TUL: 422.7

C128TUL: 0

C64TUL: 941.6

C139TUL: 0

TUL: 7558.4

TUL: 990.2

Start Joist Run

ENGINEERINGDesign Method ASD

Floor LoadsLive 40 PSFDead 15 PSFConstruction 0 PSF

Floor DeflectionLL Girder L/360LL Joist L/480DL Girder L/360DL Joist L/360TL Girder L/240TL Joist L/240

Floor Deck and VibrationDeck: 3/4" SPF Plywood, Nailed & GluedCeiling: NoneStrapping: no strapping

NOTES1. THIS JOIST PLACEMENT GUIDE IS FOR "TRIFORCE" PRODUCTS ONLY.2. THIS JOIST PLACEMENT GUIDE SHOULD BE REVIEWED BY THE ARCHITECT, ENGINEER OF RECORD OR BUILDER TO

ENSURE THAT NO ADDITIONAL ROOF LOADS WILL BE TRANSFERRED ONTO THE FLOOR SYSTEM AND THAT THEFOUNDATION DESIGN ACCOUNTS FOR ALL LOADS.

3. THIS JOIST PLACMENT GUIDE IS PROVIDED FOR THE SOLE PURPOSE OF MATERIAL REFERENCE ONLY. THE BUILDINGDESIGNER AND/OR PROJECT COORDINATOR IS THE PROJECTS SOLE REPSONSIBLE PARTY AND ALL SPANS,LOCATIONS, LOADING FOR JOISTS, BEAMS, LENGTHS AND QUANTITIES SHOULD BE VERIFIED PRIOR TO ORDERING.

4. THIS JOIST PLACEMENT GUIDE MAY HAVE BEEN DESIGNED WITH OR WITHOUT FULL STRUCTURAL PLANS ANDSHOULD BE REVIEWED BY THE ARCHITECT AND/OR THE ENGINEER OF RECORD TO ENSURE STRUCTURAL INTEGRITY."TRIFORCE" CAN NOT BE REPSPONSIBLE FOR FIELD FRAMING AND BRACING LOCATIONS NOT SPECIFIED ON THEORIGINAL PLANS. THE PROJECTS SOLE RESPONSIBLE PARTY IS TO TRANSFER ALL ROOF LOADS TO FOUNDATIONS.

5. ALL "TRIFORCE" PRODUCTS DETAILS APPLY TO ALL REVELANT OCCURENCES WHETHER OR NOT THEY ARESPECIFICALLY INDICATED ON THE PLACEMENT GUIDE.

6. CONTRACTOR TO COORDINATE WITH MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS FOR THELOCATIONS AND SIZES OF FLOOR/ROOF OPENINGS, WHICH WILL AFFECT THE LOCATION OF JOISTS AND BEAMS.

7. CONTRACTOR TO ADVISE "MANUFACTURERS" OF ANY MODIFICATIONS AND/OR CHANGES TO THIS JOIST AND BEAMPLACEMENT GUIDE.

8. JOISTS SHALL BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION.9. DO NOT CUT, DRILL, OR NOTCH THE TOP OR BOTTOM CHORD OF THE JOISTS.

10. DO NOT CUT, DRILL, OR NOTCH BEAMS.11. FIELD BRACING IS NOT THE RESPONSIBILITY OF THE "TRIFORCE" FABRICATOR, SUPPLIER, OR DESIGNER. FIELD

PERSONEL ERECTING JOISTS ARE CAUTIONED TO SEEK PROFFESIONAL ADVICE REGARDING TEMPORARY ERECTIONBRACING WHICH IS "ALWAYS REQUIRED" TO PREVENT TOPPLING AND DOMINOING IN SPECIFIC APPLICATIONS.

12. WHERE NO DIRECT TOP CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 2'-0" O.C. MAXIMUM.WHERE NO BOTTOM CHORD SHEATHING IS DIRECTLY APPLIED, JOISTS MUST BE BRACED AT 10'-0" O.C. MAXIMUM.

13. ALL JOISTS AND LVL BEAMS MUST BE USED IN A DRY ENVIROMENT AND PROTECTED FROM MOISTURE.14. JOISTS MUST BE HANDLED WITH EXTREME CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY.

REFER TO JOIST ENGINEERING FOR CONNECTION AND BRACING REQUIRMENTS. THESE CALCULATIONS ARESUPPLIED FOR THE ENGINEER OF RECORD TO ADEQUATELY PROVIDE FOR CONNECTION AND INTEGRATION OF THEROOF ASSEMBLY TO THE SUPPORTING STRUCTURE. DESIGNERS OF SUPPORTING CONNECTIONS ARE "SOLEY"RESPONSIBLE FOR THE INTEGRITY OF THEIR PRODUCT(S).

15. ALL JOIST AND BEAMS MUST HAVE FULL BEARING CONTACT IN HANGERS. ALL JOIST AND LVL HANGERS TO BEFASTENED AS PER "SIMPSON STRONG TIE" SPECIFICATIONS FOR MAXIMUM RESISTANCE.

16. WHEN TILE IS INSTALLED AS AN OPTION ON SECOND STORY APPLICATIONS. A L/600 DEFLECTION CRITERIA OR 16" ONCENTER SPACING WILL BE NECESSARY TO MAINTAIN TILE WARRANTY.

17. WHERE BEAMS ARE NOT THE SAME DEPTH AS THE JOISTS, LOCATE THE BEAM AT THE SAME ELEVATION AS THE TOPOF THE JOISTS. BUILD UP WALL AT BEARING POINTS OR BUILD UP BEAM WITH A COMBINATION OF 2X'S ANDPLYWOOD.

18. THE FOLLOWING PRODUCT EVALUATIONS, ISSUED FOR "TRIFORCE" ARERECOGNIZED BY BOCA, IBC, IRC, SBC, AND UBCREPORT NO. ESR-2999"TRIFORCE" IS A MEMBER OF THE WOOD TRUSS COUNCIL OF AMERICATHIRD PARTY CERTIFICATION: INTERTEK TESTING SERVICES, WHICH USES THE WARNOCK HERSEY CERTIFICATIONMARK FOR ENGINEERED WOOD PRODUCTS IS THE INDEPENDENT EVALUATION/TESTING AGENCY FOR CERTIFICATIONOF "TRIFORCE" MANUFACTURING PROCESS.

19. WHEN SPECIFIC GRAVITY (DENSITY) IN SEISMIC ZONES IS SPECIFIED .05, SPF 2400 MSR WILL NEED TO BE SPECIFIEDFOR ALL LENGTHS. PLEASE VERIFY WITH ENGINEER OF RECORD AND/OR LOCAL MUNICIPALITY.

20. MINIMUM BEAM SPECIFICATIONS FOR SUBSTITUTION SHOULD BE AS FOLLOWS MOE-2.0E6 PSI, FB 2800 PSI, AND FV285 PSI. VERIFY WITH ENGINEER OF RECORD FOR VARIANCE.

21. ALL INTERIOR WALLS ARE ASSUMED TO BE NON LOAD BEARING UNLESS NOTED OTHERWISE. ALL LOADS AREASSUMED TO BE TRANSFERRED TO WALLS OR COLUMNS THAT STACK ALL THE WAY DOWN TO THE FOUNDATION. IFTHIS IS NOT THE CASE, ADDITIONAL MATERIAL WILL BE REQUIRED!!!

22. JOIST PLACEMENT GUIDES AND ENGINEERING MAY NOT BE REPRODUCED IN PART OR IN FULL UNDER ANYCIRCUMSTANCES.

OPEN JOIST TRIFORCE® and OPEN JOIST 2000® are in accordance with ICC 2009 and NDS-2010. OPEN JOIST TRIFORCE® and OPEN JOIST 2000® have been evaluated by ICC (report # ESR-2999) & (report # ESR-1035) and are quality controlled by a qualified third

party agency. Parts are joined together with phenol-resorcinol adhesives. Lumber used for diagonal and vertical web members is visually graded in-plant as per quality control manual. A sub-floor must be attached to the top chord member according to the building code. If

specified, strong backs must be of dry lumber and attached to the joists, according to current practice. Required bearing length must be determined for each application based on specifications by the manufacturer and must never be less than 1.5 inches. OPEN JOIST 2000®

must be used under dry conditions. Refer to the specifications by the manufacturer for details of installation

PROJECT/JOB NUMBERUSLR0029CUSTOMER NAMEUS LUMBERCREATED DATE9/3/2015 2:15:10 PM

DRAWN BYEWP

JOB NAMECILIBERTO RESIDENCE

FLOOR/LEVEL NAME2nd Level

FOR QUOTE ONLY! NOT FOR CONSTRUCTION!JOIST SCHEDULE

LABEL QTY DESCRIPTION PLIES R/LENJ2 1 NI-60 16 1 4'J13 3 NI-60 16 1 3'

Total length: 13'J16 9 OJ-314 16 1 8'J14 29 OJ-314 16 1 14'J15 8 OJ-314 16 1 10'J1 7 OJ-314 16 1 6'J10 26 OJ-314 16 1 12'J12 35 OJ-314 16 1 16'

Total length: 1472'J19 1 OJ-315 16 2 20'J19 19 OJ-315 16 1 20'J17 9 OJ-315 16 1 18'

Total length: 582'J21 24 OJ-418 16 1 24'

Total length: 576'RIM BOARD SCHEDULE

QTY DESCRIPTION R/LEN22x16' board(s) APA Rimboard 16 / 1.125 352

LAYOUT/MODEL NAME

USLR0029S1_Rev2

See your local building code in effect forminimal bottom chord bracing.

WARNING FOR A PROPER INSTALLATION(TOP AND

BOTTOM)Please refer to the stamp on the joist to

install them in the right position

LVL SCHEDULELABEL QTY DESCRIPTION PLIES R/LENH1 2 PW LVL-2.0E 1.75 X 11.875 2 10'

Total length: 40'G18 1 PW LVL-2.0E 1.75 X 16 2 7'G22 1 PW LVL-2.0E 1.75 X 16 2 13'G7 2 PW LVL-2.0E 1.75 X 16 2 5'G15 1 PW LVL-2.0E 1.75 X 16 3 20'G12 1 PW LVL-2.0E 1.75 X 16 2 6'G13 1 PW LVL-2.0E 1.75 X 16 2 14'G14 1 PW LVL-2.0E 1.75 X 16 2 18'

Total length: 196'

ReinforcementFor reinforcement please refer to the

calculation sheets

HANGER SCHEDULELVL/JOIST QTY DESCRIPTIONG34 1 CUSTOM HUS212-2G20 1 CUSTOM HUSR/L410J12 2 CUSTOM SUR/L2.56/16J15 1 CUSTOM SUR/L2.56/16J17 1 CUSTOM SUR/L2.56/16J14 1 CUSTOM SUR/L2.56/16J16 1 CUSTOM SUR/L2.56/16J1 1 CUSTOM SUR/L2.56/16J10 2 CUSTOM SUR/L2.56/16J19 1 CUSTOM SUR/L2.56/16G22 1 Simpson HGUS414 16G12 1 Simpson HGUS414 16J19 2 Simpson IUS2.56/16 16J17 1 Simpson IUS2.56/16 16J16 8 Simpson IUS2.56/16 16J15 3 Simpson IUS2.56/16 16J10 19 Simpson IUS2.56/16 16J1 4 Simpson IUS2.56/16 16J12 10 Simpson IUS2.56/16 16J14 29 Simpson IUS2.56/16 16J13 1 Simpson MIU2.56/16 16J2 1 Simpson MIU2.56/16 16

BLOCKING SCHEDULEDESCRIPTION TOT. LIN. FT.NI-60 2.5 X 16 64

Continuous StrongbackDESCRIPTION TOT. LIN. FT.Continuous Strongback 2 X 10 254

Qui

ckTo

ols

5.4.

1211

.0


F19

F19

F19

SCALE: 1/4" = 1'

CEILING FRAMING

ALL 2X DIMENSIONAL LUMBER

PROVIDED BY OTHERS

ALL CEILING JOIST

TO BE A MINIMUM

2X8 SPF #2 @ 16"

O/C (U.N.O)

( 4 ) J3 @ 6' J3

2 X J6

( 7 ) J8 @ 16'

3 X J8

J7

2 X J6

J5

2 X J2

J1

( 14 ) J8 @ 16'

( 9 ) J7 @ 14'( 7 ) J7 @ 14'3 X J7

( 9 ) J4 @ 8'

( 8 ) J7 @ 14'

3 X

J4

3 X

J5

( 5 )

J5 @

10'

2 X

J5

J5

FB10 ( 2 ply )

FB

9 (

2 p

ly )

FB

9 (

2 p

ly )

FB

9 (

2 p

ly )

FB8

( 2 p

ly )

FB8

( 2 p

ly )

FB

8 (

2 p

ly )

FB7 ( 2 ply )

FB7 ( 2 ply )

FB6 ( 2 ply )

FB

6 (

2 p

ly )

FB

5 (

2 p

ly )

FB14 ( 2 ply )

FB

3 (

2 p

ly )

DB

1 (

2 p

ly )

FB

16 (

3 p

ly )

FB

16 (

3 p

ly )

FB

15 (

3 p

ly )

FB

15 (

3 p

ly )

FB12 ( 3 ply )

FB

12 (

3 p

ly )

FB2

( 2 p

ly )

FB1 ( 2 ply )

FB13 ( 2 ply )

FB

11 (

3 p

ly )

FB17

( 3

ply

)

FB

17 (

3 p

ly )

PS

PS

PS

H1

H1

H1

H1

H1

H1

H1H

1H

1

H1

Ceiling Framing

LVL (Flush)

Label Description Width Depth Qty Plies Pcs Length

FB3 GP Lam 2.0E LVL 1.75 9.25 1 2 2 18-0-0

FB14 GP Lam 2.0E LVL 1.75 11.875 1 2 2 16-0-0

Lumber (Flush)


J1 S-P-F #2 1.5 7.25 1 2-0-0

J2 S-P-F #2 1.5 7.25 2 4-0-0

J3 S-P-F #2 1.5 7.25 5 6-0-0

J4 S-P-F #2 1.5 7.25 12 8-0-0

J5 S-P-F #2 1.5 7.25 12 10-0-0

J6 S-P-F #2 1.5 7.25 4 12-0-0

J7 S-P-F #2 1.5 7.25 28 14-0-0

J8 S-P-F #2 1.5 7.25 24 16-0-0

FB1 S-P-F #2 1.5 7.25 2 10-0-0

FB2 S-P-F #2 1.5 7.25 2 12-0-0

FB5 SYP #2 1.5 9.25 2 6-0-0

FB6 SYP #2 1.5 9.25 4 10-0-0

FB7 SYP #2 1.5 9.25 4 12-0-0

FB8 SYP #2 1.5 9.25 6 14-0-0

FB9 SYP #2 1.5 9.25 6 16-0-0

FB10 SYP #2 1.5 9.25 2 20-0-0

FB12 SYP #2 1.5 9.25 6 12-0-0

FB15 SYP #2 1.5 9.25 6 14-0-0

FB16 SYP #2 1.5 9.25 6 16-0-0

FB11 SYP #2 1.5 11.25 3 24-0-0

FB13 SYP #2 1.5 11.25 2 12-0-0

FB17 SYP #2 1.5 11.25 6 16-0-0

Lumber (Dropped)


DB1 SYP #2 1.5 9.25 2 12-0-0

LegendPS

Point Load Support

Load from Above

4" EXT

4" NON

4" INT

3.5" EXT

GP Lam 2.0E LVL 1.75 X 9.25

GP Lam 2.0E LVL 1.75 X 11.875

S-P-F #2 1.5 X 7.25

SYP #2 1.5 X 9.25

SYP #2 1.5 X 9.25 (Dropped)

SYP #2 1.5 X 11.25

Ceiling Framing Design Method ASD

Building Code IBC/IRC

FloorLoads

Live 20

Dead 10

Deflection Joist

LL Span L/ 480

TL Span L/ 240

LL Cant L/ 180

TL Cant L/ 180

Deflection Girder

LL Span L/ 360

TL Span L/ 240

LL Cant L/ 180

TL Cant L/ 180

Decking

Deck SPF Plywood

Fastener Nailed & Glued

Thickness 23/32"

FastPlan Notes:

GP Lam LVL, GPI, WI, GP GluLam, and FiberStrong Rim Board are registered trademarks of Georgia-Pacific Wood Products LLC.

Specified products are sized for gravity loads only. Prior to installation, review these layouts with the project designer or engineer of record.

For additional Georgia-Pacific installation details and information please refer to our Installation Guide.

Do not notch or cut holes in Georgia-Pacific engineered wood products outside the guidelines of the Installation Guide.

These products were designed for “dry use” conditions only and must be protected from long term exposure to high moisture.

WARNING: DO NOT ALLOW WORKERS ON I-JOISTS UNTIL PROPERLY BRACED.

See Georgia Pacific Installation Guide for additional information.

General Installation Notes:

I Joists require 1 ¾” minimum bearing and should be nailed to bearing plate with one 10d box/sinker nail each side.

I-joist rim and FiberStrong Rim Board should be nailed to the bearing plate with 8d nails @ 6” O.C.

Side loaded, double I-Joists shall be packed solid and connected with 2 rows of 10d nails @ 12” O.C.

Plumbing Conflicts: Every third joist may be shifted up to 3” to avoid plumbing.

Deck attachment: Exterior decks may be attached to 1 1/8” FiberStrong Rim Board with ½” diameter lagscrews or thru bolts. (capacity = 350 lbs per fastener )

Minimum multiple LVL fastening:14” depth or less 2 rows 16 d nails @ 12” O.C.16” depth and greater 3 rows 16d nails @ 12” O.C.

ClientGuy C Lee-Shallotte

Client Address315 Brick Landing Road SW

Shallotte, NC

28459

Project201601-5410

CreatedJanuary 11, 2016

Layout NameCiliberto Res REV

Description

DesignerKeven Keenan

RevisedJune 14, 2016

3312 North Berkeley Lake Rd

Duluth, GA 30096

888-613-5078

Powered by iStruct 15.8.104 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them


1

ROOF FRAMINGSCALE: 1/4" = 1'

ALL 2X DIMENSIONAL LUMBER

PROVIDED BY OTHERS

JOIST LABELS

HIDEN

FOR CLARITY

POST PO

ST

POST

POSTPOST POST

POST

POST

POST

POST

PO

ST

POST

POST

PO

ST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

POST

ALL RAFTERS TO

BE A MINIMUM

2X8 SPF #2@ 16"

O/C (U.N.O)

BR

AC

E S

TR

ON

G B

AC

KS

RB16 ( 2 ply )

RB15

( 2 p

ly )

RB14

( 2 p

ly )

RB13

( 2 p

ly )

RB13 ( 2 ply )RB12 ( 2 ply )

RB

12 (

2 pl

y )

RB11

( 2 p

ly )

RB11 ( 2 ply )

RB11 ( 2 ply )

RB

11 (

2 p

ly )

RB11 ( 2 ply )

RB10

( 2 p

ly )

RB10 ( 2 ply )

RB10

( 2 p

ly )

RB10 ( 2 ply )

RB9 ( 2 ply )

RB9 ( 2 ply )

RB

9 ( 2

ply

)

RB9 (

2 pl

y )

RB9 ( 2 ply )

RB

9 (

2 pl

y )

RB9 ( 2 ply )

RB8 ( 2 ply )

RB8 (

2 pl

y )

RB8 (

2 pl

y )

RB8 ( 2 ply )

RB8 ( 2 ply )

RB8 ( 2 ply )

RB8 (

2 pl

y )

RB8 ( 2 ply )RB7 ( 2 ply )

RB7 ( 2 ply )

RB7 ( 2 ply )

RB

7 (

2 p

ly )

RB7 ( 2 ply )RB

7 ( 2

ply )

RB7 (

2 pl

y )

RB7 ( 2 ply )

RB6 (

2 pl

y )

RB

6 (

2 p

ly )

RB6 ( 2 ply )

RB6 (

2 pl

y )RB6 ( 2 ply )

RB5 ( 2 ply )

RB4 ( 2 ply )

RB

4 (

2 p

ly )

RB

3 (

1 pl

y )

RB17 ( 1 ply )

RB17

( 1 p

ly )

RB2 (

1 pl

y )RB2 ( 1 ply )

RB2 (

1 pl

y )

RB2 ( 1 ply )

RB1 ( 1 ply )

Roof Framing

Lumber (Flush)


RB1 SYP #2 1.5 9.25 1 8-0-0

RB2 SYP #2 1.5 9.25 4 10-0-0

RB3 SYP #2 1.5 9.25 1 18-0-0

RB17 SYP #2 1.5 9.25 2 12-0-0

Lumber (Dropped)


RJ1 S-P-F #2 1.5 7.25 4 2-0-0

RJ2 S-P-F #2 1.5 7.25 53 4-0-0

RJ3 S-P-F #2 1.5 7.25 83 6-0-0

RJ4 S-P-F #2 1.5 7.25 71 8-0-0

RJ5 S-P-F #2 1.5 7.25 57 10-0-0

RJ6 S-P-F #2 1.5 7.25 71 12-0-0

RJ7 S-P-F #2 1.5 7.25 35 14-0-0

RJ8 S-P-F #2 1.5 7.25 7 22-0-0

RJ9 S-P-F #2 1.5 7.25 21 16-0-0

RJ10 S-P-F #2 1.5 7.25 38 18-0-0

RJ11 S-P-F #2 1.5 7.25 10 20-0-0

RJ12 S-P-F #2 1.5 7.25 7 24-0-0

RB4 SYP #2 1.5 9.25 4 4-0-0

RB5 SYP #2 1.5 9.25 2 6-0-0

RB6 SYP #2 1.5 9.25 10 8-0-0

RB7 SYP #2 1.5 9.25 16 10-0-0

RB8 SYP #2 1.5 9.25 16 12-0-0

RB9 SYP #2 1.5 9.25 14 14-0-0

RB10 SYP #2 1.5 9.25 8 16-0-0

RB11 SYP #2 1.5 9.25 10 18-0-0

RB12 SYP #2 1.5 9.25 4 22-0-0

RB13 SYP #2 1.5 9.25 4 24-0-0

RB14 SYP #2 1.5 9.25 2 26-0-0

RB15 SYP #2 1.5 9.25 2 28-0-0

L1 SYP #2 1.5 11.25 1 14-0-0

RB16 SYP #2 1.5 11.25 2 32-0-0

LegendPS

Point Load Support

Load from Above

4" EXT

4" NON

4" INT

3.5" EXT

S-P-F #2 1.5 X 7.25

SYP #2 1.5 X 9.25 (Dropped)

SYP #2 1.5 X 9.25

SYP #2 1.5 X 11.25 (Dropped)

SYP #2 1.5 X 11.25

Roof FramingDesign Method ASD

Building Code IBC/IRC

RoofLoads

Live 0

Dead 10

Construction 16

Deflection Joist

LL Span L/ 480

TL Span L/ 240

LL Cant L/ 180

TL Cant L/ 180

Deflection Girder

LL Span L/ 360

TL Span L/ 240

LL Cant L/ 180

TL Cant L/ 180

Decking

Deck SPF Plywood

Fastener Nailed & Glued

Thickness 5/8"

FastPlan Notes:

GP Lam LVL, GPI, WI, GP GluLam, and FiberStrong Rim Board are registered trademarks of Georgia-Pacific Wood Products LLC.

Specified products are sized for gravity loads only. Prior to installation, review these layouts with the project designer or engineer of record.

For additional Georgia-Pacific installation details and information please refer to our Installation Guide.

Do not notch or cut holes in Georgia-Pacific engineered wood products outside the guidelines of the Installation Guide.

These products were designed for “dry use” conditions only and must be protected from long term exposure to high moisture.

WARNING: DO NOT ALLOW WORKERS ON I-JOISTS UNTIL PROPERLY BRACED.

See Georgia Pacific Installation Guide for additional information.

General Installation Notes:

I Joists require 1 ¾” minimum bearing and should be nailed to bearing plate with one 10d box/sinker nail each side.

I-joist rim and FiberStrong Rim Board should be nailed to the bearing plate with 8d nails @ 6” O.C.

Side loaded, double I-Joists shall be packed solid and connected with 2 rows of 10d nails @ 12” O.C.

Plumbing Conflicts: Every third joist may be shifted up to 3” to avoid plumbing.

Deck attachment: Exterior decks may be attached to 1 1/8” FiberStrong Rim Board with ½” diameter lagscrews or thru bolts. (capacity = 350 lbs per fastener )

Minimum multiple LVL fastening:14” depth or less 2 rows 16 d nails @ 12” O.C.16” depth and greater 3 rows 16d nails @ 12” O.C.

ClientGuy C Lee-Shallotte

Client Address315 Brick Landing Road SW

Shallotte, NC

28459

Project201601-5410

CreatedJanuary 11, 2016

Layout NameCiliberto Res REV

Description

DesignerKeven Keenan

RevisedJune 14, 2016

3312 North Berkeley Lake Rd

Duluth, GA 30096

888-613-5078

Powered by iStruct 15.8.104 This layout is to be used as an installation guide only. It is meant to be used in conjunction with the architectural and structural drawings, not to replace them


Ciliberto Structural Plans 1st and 2nd Floor 9-3-15Ciliberto Structural Plans 6-23-16

Documents

E USLR0029 S Rev2 FOR QUOTE ONLY! NOT FOR CONSTRUCTION! · B 5/16" 3/4" 1/4" 1/4" 13/16" 15/16" 5/16" 9/16"-0" 5/8"-6"-8"-0" 1/16"-4" 1/2"-4"-8" 3/8"-8"-0" -4" -0"-6" 3/4"-8" 3/8"