e uslr0029 s rev2 for quote only! not for construction! · b 5/16" 3/4" 1/4" 1/4" 13/16" 15/16"...
TRANSCRIPT
-
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
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
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
Continuous Strongback 2 X 10
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
Reviewed For Code Compliance
-
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)
Label Description Width Depth Qty Plies Pcs Length
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)
Label Description Width Depth Qty Plies Pcs Length
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
Reviewed For Code Compliance
-
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)
Label Description Width Depth Qty Plies Pcs Length
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)
Label Description Width Depth Qty Plies Pcs Length
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
Reviewed For Code Compliance
Ciliberto Structural Plans 1st and 2nd Floor 9-3-15Ciliberto Structural Plans 6-23-16