|
ROOF DIAPHRAGM NAILING SCHEDULE
<br />�
<br />RIDGE LINE
<br />0,,
<br />J
<br />15/32" CDX
<br />00
<br />PLYWOOD OR
<br />7l16" OSB
<br />RIDGE LINE
<br />140 MPH
<br />(ult)3 SECOND GUST EXPOSURE "C"WIND ZONE
<br />140 MPH (ult)3 SECOND GUST EXPOSURE "C"WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.C. &
<br />+ + + 4" O.C. @GABLE END WALL OR GABLE TRUSS
<br />8d RING SHANK NAILS @ 6" O.C. EDGES &
<br />8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />+ + 0.113 INCH NOMINAL SHANK DIAMETER
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH
<br />16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH
<br />2 INCH NAIL LENGTH
<br />NOTE: 1* FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED
<br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
<br />Z} END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
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<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood panels or 2 x
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x _ + 5!8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1l8" or two 1/2"
<br />602.0
<br />wood panels
<br />2 x _ + 5!8" or 3/4" wood panel
<br />902.0
<br />2 x _lumber
<br />Double 2 x _lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking °
<br />x /
<br />1/8"gap
<br />k /
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />w
<br />STD. 90° CONT. #5
<br />]E:7�-
<br />li> HOOK
<br />BOND BEAM STEP
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />SCALE: N.T.S.
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />SEE PLAN FOR REQ'D PLYWOOD FLOOR
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. }Small gap 2" min.
<br />2" max
<br />All
<br />max.
<br />Clinch na
<br />when
<br />possible
<br />4
<br />IIS
<br />1) Support back of web during nailing to prevent damage to 71
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
<br />OF THE JOISTASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S.
<br />-- - - - -- - Under 2nd floor column w! loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />* oversquash=20 blocks and
<br />Non -stacking walls
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or--20 sinker
<br />lateral load. nail each side
<br />10'-0" at bearing.
<br />TANK -LESS W/H
<br />Boise Joist Blocking
<br />Ilea 3" 11()rll nails at fi" n r.
<br />ID CL
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series Depth End Intermediate
<br />9-1l2" 2-8d 2-8d
<br />BCI 5000s® 11-7/8" 2-8d 3-8d
<br />14" 2-8d 5-8d
<br />9-1/2" 2-8d 2-8d
<br />BCI6000s® 11-7/8" 2-8d 3-8d
<br />BCI6500s® 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11-7/8" 2-8d 3-8d
<br />BCI60s® 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11-7/8" 3-16d 3-16d
<br />BCI90s® 14" 5-16d 5-16d
<br />16" 6-16d 6-16d
<br />cRig CD ':5 -00
<br />CL
<br />o
<br />LL
<br />170
<br />>
<br />10
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer Plumbing
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Joist
<br />When joists meet over wall, provide
<br />1 3/4"minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS Of FSET
<br />N.T.S.
<br />U�
<br />M
<br />5/8"I
<br />THE
<br />BOL
<br />R TRUSS
<br />'OP PLATE
<br />Lc
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL HTA 20-18 /HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />=AND QUANTITY
<br />)F FASTENERS
<br />HTA 20-18 /HTA 20
<br />INSTALLATION @MID SPAN
<br />LOCATION OF
<br />SECOND RT16
<br />a
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d x1 1/2" NAILS
<br />UPLIFT =1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Li
<br />0
<br />4.
<br />=
<br />Provide adequate bearing � •' I- III — I I— I•��' I I � • _ Use 10dx3" nails at 6"o.c. for all 'oist o q a a�:(—
<br />CORNER OF for each lapped joist. 1 4 rr—' • •
<br />blocking panel *Non -stacking walls � �= � � I I= � � �• I I�-��
<br />GARAGE SOIDE O O O Squash block -�10d nails require additional consideration. °— � — — °O �
<br />(2x4minimum) SECTION @INT. BRG. WALL 1T=111=III-IT� II� ITI=IT� FIN( GRADE
<br />_
<br />5 -0 � o Bearing wall, Versa -Lam LVL or N.T.S. �—�-T
<br />STUB -OUT FOR �_ �� "
<br />GAS METER O 1 0 0 0 � Glulam Beam ®
<br />—I � ��I I I-
<br />O ,- —III—III � III —I
<br />N
<br />NO HOLES (EXCEPT T— — SEE FND. PLN.
<br />— — KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) ; � � •
<br />— SIZE &REINF.
<br />IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails._�'--
<br />(see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM 12" gELOW
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND.
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR ; a. a . ♦ ',; . •, °
<br />FOUNDATION INFO a' '
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER ordrillf(D' III langes - - STEM FOUNDATION
<br />co ❑ ca
<br />GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />** ** ROUND HOLE MAY �� ,� DO NOT CUT HOLES GRADE
<br />ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY 2 REINF. SEE PLAN CENETERED PIPE
<br />6 6 6 Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" Nail with PENETRATION PLUMBING LINE
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS. a • • � '
<br />Backer block required where top n � � 'a � � a a , �
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. - •Q • � � ' _) I I �ii
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1�' Install tight to top flange. TTT T� •�
<br />RAFTER SPAN TABLE
<br />max.
<br />Clinch na
<br />when
<br />possible
<br />4
<br />IIS
<br />1) Support back of web during nailing to prevent damage to 71
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
<br />OF THE JOISTASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S.
<br />-- - - - -- - Under 2nd floor column w! loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />* oversquash=20 blocks and
<br />Non -stacking walls
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or--20 sinker
<br />lateral load. nail each side
<br />10'-0" at bearing.
<br />TANK -LESS W/H
<br />Boise Joist Blocking
<br />Ilea 3" 11()rll nails at fi" n r.
<br />ID CL
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series Depth End Intermediate
<br />9-1l2" 2-8d 2-8d
<br />BCI 5000s® 11-7/8" 2-8d 3-8d
<br />14" 2-8d 5-8d
<br />9-1/2" 2-8d 2-8d
<br />BCI6000s® 11-7/8" 2-8d 3-8d
<br />BCI6500s® 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11-7/8" 2-8d 3-8d
<br />BCI60s® 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11-7/8" 3-16d 3-16d
<br />BCI90s® 14" 5-16d 5-16d
<br />16" 6-16d 6-16d
<br />cRig CD ':5 -00
<br />CL
<br />o
<br />LL
<br />170
<br />>
<br />10
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer Plumbing
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Joist
<br />When joists meet over wall, provide
<br />1 3/4"minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS Of FSET
<br />N.T.S.
<br />U�
<br />M
<br />5/8"I
<br />THE
<br />BOL
<br />R TRUSS
<br />'OP PLATE
<br />Lc
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL HTA 20-18 /HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />=AND QUANTITY
<br />)F FASTENERS
<br />HTA 20-18 /HTA 20
<br />INSTALLATION @MID SPAN
<br />LOCATION OF
<br />SECOND RT16
<br />a
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d x1 1/2" NAILS
<br />UPLIFT =1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Li
<br />0
<br />4.
<br />=
<br />Provide adequate bearing � •' I- III — I I— I•��' I I � • _ Use 10dx3" nails at 6"o.c. for all 'oist o q a a�:(—
<br />CORNER OF for each lapped joist. 1 4 rr—' • •
<br />blocking panel *Non -stacking walls � �= � � I I= � � �• I I�-��
<br />GARAGE SOIDE O O O Squash block -�10d nails require additional consideration. °— � — — °O �
<br />(2x4minimum) SECTION @INT. BRG. WALL 1T=111=III-IT� II� ITI=IT� FIN( GRADE
<br />_
<br />5 -0 � o Bearing wall, Versa -Lam LVL or N.T.S. �—�-T
<br />STUB -OUT FOR �_ �� "
<br />GAS METER O 1 0 0 0 � Glulam Beam ®
<br />—I � ��I I I-
<br />O ,- —III—III � III —I
<br />N
<br />NO HOLES (EXCEPT T— — SEE FND. PLN.
<br />— — KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) ; � � •
<br />— SIZE &REINF.
<br />IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails._�'--
<br />(see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM 12" gELOW
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND.
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR ; a. a . ♦ ',; . •, °
<br />FOUNDATION INFO a' '
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER ordrillf(D' III langes - - STEM FOUNDATION
<br />co ❑ ca
<br />GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />** ** ROUND HOLE MAY �� ,� DO NOT CUT HOLES GRADE
<br />ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY 2 REINF. SEE PLAN CENETERED PIPE
<br />6 6 6 Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" Nail with PENETRATION PLUMBING LINE
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS. a • • � '
<br />Backer block required where top n � � 'a � � a a , �
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. - •Q • � � ' _) I I �ii
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1�' Install tight to top flange. TTT T� •�
<br />RAFTER SPAN TABLE
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 plf max. along bearing wall
<br />Required on interior walls : -for vertical load transfer Plumbing
<br />when load bearing -for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />Joist
<br />When joists meet over wall, provide
<br />1 3/4"minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS Of FSET
<br />N.T.S.
<br />U�
<br />M
<br />5/8"I
<br />THE
<br />BOL
<br />R TRUSS
<br />'OP PLATE
<br />Lc
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL HTA 20-18 /HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />=AND QUANTITY
<br />)F FASTENERS
<br />HTA 20-18 /HTA 20
<br />INSTALLATION @MID SPAN
<br />LOCATION OF
<br />SECOND RT16
<br />a
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d x1 1/2" NAILS
<br />UPLIFT =1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Li
<br />0
<br />4.
<br />=
<br />Provide adequate bearing � •' I- III — I I— I•��' I I � • _ Use 10dx3" nails at 6"o.c. for all 'oist o q a a�:(—
<br />CORNER OF for each lapped joist. 1 4 rr—' • •
<br />blocking panel *Non -stacking walls � �= � � I I= � � �• I I�-��
<br />GARAGE SOIDE O O O Squash block -�10d nails require additional consideration. °— � — — °O �
<br />(2x4minimum) SECTION @INT. BRG. WALL 1T=111=III-IT� II� ITI=IT� FIN( GRADE
<br />_
<br />5 -0 � o Bearing wall, Versa -Lam LVL or N.T.S. �—�-T
<br />STUB -OUT FOR �_ �� "
<br />GAS METER O 1 0 0 0 � Glulam Beam ®
<br />—I � ��I I I-
<br />O ,- —III—III � III —I
<br />N
<br />NO HOLES (EXCEPT T— — SEE FND. PLN.
<br />— — KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) ; � � •
<br />— SIZE &REINF.
<br />IN BEARING ZONES p DIMENSION OF LARGEST HOLE Nail with 10-10d nails._�'--
<br />(see table below) (KNOCKOUT EXEMPTS) D Install tight to top flange. SLEEVE THRU STEM 12" gELOW
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) GRADE PIPE VERTICAL THRU FND.
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger SEE PLAN FOR ; a. a . ♦ ',; . •, °
<br />FOUNDATION INFO a' '
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER ordrillf(D' III langes - - STEM FOUNDATION
<br />co ❑ ca
<br />GAS CONNECTION DETAIL TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />** ** ROUND HOLE MAY �� ,� DO NOT CUT HOLES GRADE
<br />ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY 2 REINF. SEE PLAN CENETERED PIPE
<br />6 6 6 Filler block.
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 z" Nail with PENETRATION PLUMBING LINE
<br />THE WEB. PROVIDE AT ROUND IN 10-10d nails.
<br />LEAST 3" OF CLEARANCE CANTILEVERS. a • • � '
<br />Backer block required where top n � � 'a � � a a , �
<br />FROM OTHER HOLES mount hanger load exceeds 250 lbs. - •Q • � � ' _) I I �ii
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1�' Install tight to top flange. TTT T� •�
<br />RAFTER SPAN TABLE
<br />MEMBERSIZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2" X 4" @ 16" O.C.
<br />T-5"
<br />(2)16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />10'-8"
<br />(2)16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />13'-9"
<br />(3)16d TOENAILS
<br />2" X 10" @ 16" O.C.
<br />16'-5"
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'-3"
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6'-1"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />8'-6"
<br />(2)16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />11'-0"
<br />(2)16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />13'-0"
<br />(3)16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />15'-4"
<br />(1) USP HTW20 OR (3)16d TOENAILS
<br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />NOTES:
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
<br />MEMBER CONDITIONS.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
<br />THE LARGEST HOLE.
<br />7.1Y" ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAYBE SET WITH THE 1�" KNOCKOUT HOLES TURNED WITHER
<br />UP OR DOWN.
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
<br />HOLE CUTTING CHART
<br />N.T.S.
<br />1/4"-2"gap
<br />Backer Block
<br />'Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be tight
<br />to bottom of top flange with to top of bottom flange with
<br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
<br />flange. flange.
<br />Web stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />0.6 X Joist
<br />D depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />/
<br />A/C CHASE 4" PVC (2) #5 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />e
<br />SEE FND. PLN.
<br />SIZE &REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
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<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: MJAM ES
<br />VERSION NO.
<br />O
<br />SHEET NO.
<br />SN 1
<br />
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