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<br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METAL LATH
<br />16GAx1-1\2" LONG (3/4%1" CROWN)
<br />STAPLES @ 6" O.C. VERT BETWEEN
<br />STUDS (NOTED THUS:—) - OFFSET
<br />STAPLES BETWEEN STUDS AS SHOWN
<br />WALL SHEATHING
<br />16GAx1-1/2" LONG (3/4"-1"
<br />CROWN) STAPLES @ 6"
<br />O.C. VERT INTO STUDS
<br />(NOTED THUS:—)
<br />METAL LATH ATTACHMENT DETAIL
<br />REV. 09.24.21 SCALE: 3/4" = V-0"
<br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
<br />**ONLY APPLIES TO LENNAR TPA/JAX**
<br />10'-0"
<br />TANK -LESS W/H
<br />CORNER OF L I J
<br />HOME H C G
<br />GARAGE SIDE 000
<br />5'-0" a -
<br />0.
<br />0
<br />STUB -OUT FOR if- 0" b o o
<br />GAS METER 0 0 `n
<br />d- U
<br />oO F
<br />Z O=
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
<br />GAS CONNECTION DETAIL
<br />**ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY**
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE 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) SIMPSON HTS20 OR 3)16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'-3"
<br />(1) SIMPSON HTS20 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 />814,
<br />(2)16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />1114"
<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) SIMPSON HTS20 OR (3)16d TOENAILS
<br />=*TOEUNA CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />RN YELLOW PINE, 55 PSF LOADING
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Series
<br />Thickness
<br />Filler Block Thickness
<br />5000s 1.8/1.7
<br />3/4" or 7/el
<br />wood panels
<br />Two 3/4" wood panels or 2 x _
<br />1-1/8"or two 1/2"
<br />6000s 1.811.7
<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 1 /8" or two 1 /2"
<br />602.0
<br />wood panels
<br />2 x _ + 5/8" or 34' 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 />r
<br />1/8" gap
<br />+ 12
<br />FILL CELL
<br />STD. 900 HOOK BOND BEAM
<br />LU
<br />a STD.90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<br />FROM
<br />ON
<br />TOUHIG HIGHEST
<br />BOND BEAM
<br />BOND BEAM STEP
<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 PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<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 "min.
<br />2" max. � 4 max.
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit — l
<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 />) g 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c.; clinched when possible. Stagger rows from opposite required when indicated or 4" max.
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER
<br />Birdsmouthth cuts. DOUBLE JOIST CONNECTION top flan utsfs.
<br />- . N.T.S.
<br />Under 2nd floor column w/ loads
<br />N.T.S. higher than 15001b
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series I Depth End I ntermediate
<br />® 9-1/2" 2-8d 2-8d
<br />BCI5000s 11-7/8" 2-8d 3-8d
<br />14" 2-8d -8d
<br />9-1/2" 2-8d 2-8d
<br />BCI 6000s® 11-7/8" 2-8d 3-8d
<br />BCI6500s® 14"' 2-8d 5-8d
<br />16" 2-8d I 6-8d
<br />11-7/8" 2-8d 3-8d
<br />BCl60s® 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11-718" 3-16d�6-16d
<br />BCI90s® 14" 5-16d
<br />16" 6-16d
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall
<br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer I!�Plumbing
<br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />bearing wall must stack bmeet eam over
<br />wall, or wall stacks directly over wall or
<br />Load over bearing
<br />=20 blocks and Load bearing wall must stack over
<br />*
<br />Non -stacking walls blocking and wall or beam below.* —
<br />require additional wall or beam below.* Joist
<br />consideration. Check
<br />local buildingcl
<br />When joists meet over wall, provide
<br />code for appropriate k1/16" 1 3/4" minimum bearing for each. I -Joist can be offset
<br />details in One 10d box up to al l avoid
<br />areas=20 of high or=20 sinker vertical plumbing
<br />lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />I N.T.S.
<br />Provide adequate bearing
<br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Squash block -• —10d nails SECTION @ I NT. BRG. WALL require additional consideration,
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />"- `"" ' MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
<br />THE WEB. PROVIDE AT ROUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y"
<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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE 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 />Joist hanger
<br />SIMPSON MGT
<br />w/(22)10d
<br />NAILS TYP. GIRDER TRUSS
<br />2X TOP PLATE
<br />518"0
<br />THRU
<br />BOLT
<br />2 x B.U.0
<br />SIMPSON MGT
<br />w/ (22)10d
<br />NAILS TYP.
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON META12 /
<br />META12 TSS INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I
<br />Nail with 10-10d nails.
<br />Install tight to top flange. e .
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR •. .. • e .
<br />FOUNDATION INFO o .° e' '
<br />STEM FOUNDATION
<br />\ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 Ibs,
<br />Install tight to top flange.
<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 />p `depth
<br />1-JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />c
<br />I—
<br />REINF. SEE PLAN
<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 />SIMPSON META12 / META12 TSS
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />SIMPSON H10A ° ° °° (WHEN
<br />w/ (18)10d x 1 1/2" ° REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Q
<br />SEE FND. PLN.
<br />SIZE &REINF.
<br />PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />Q
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE ,
<br />cm
<br />Z �'Q • /
<br />SEE FND. PLN.
<br />LU
<br />Al
<br />SIZE &REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />cn\ 12
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<br />0.
<br />1
<br />r00
<br />i
<br />W El El
<br />cq
<br />0 Milli
<br />wig
<br />0
<br />CO
<br />was E
<br />CN LO
<br />CD
<br />E co
<br />CD CD
<br />0
<br />CSN 1
<br />o
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />7 d a' e eQ A
<br />a do ;c
<br />-i I I—III=1: i-
<br />''If,lli—
<br />Q
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall
<br />BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer I!�Plumbing
<br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />bearing wall must stack bmeet eam over
<br />wall, or wall stacks directly over wall or
<br />Load over bearing
<br />=20 blocks and Load bearing wall must stack over
<br />*
<br />Non -stacking walls blocking and wall or beam below.* —
<br />require additional wall or beam below.* Joist
<br />consideration. Check
<br />local buildingcl
<br />When joists meet over wall, provide
<br />code for appropriate k1/16" 1 3/4" minimum bearing for each. I -Joist can be offset
<br />details in One 10d box up to al l avoid
<br />areas=20 of high or=20 sinker vertical plumbing
<br />lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />I N.T.S.
<br />Provide adequate bearing
<br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Squash block -• —10d nails SECTION @ I NT. BRG. WALL require additional consideration,
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />"- `"" ' MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
<br />THE WEB. PROVIDE AT ROUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y"
<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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE 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 />Joist hanger
<br />SIMPSON MGT
<br />w/(22)10d
<br />NAILS TYP. GIRDER TRUSS
<br />2X TOP PLATE
<br />518"0
<br />THRU
<br />BOLT
<br />2 x B.U.0
<br />SIMPSON MGT
<br />w/ (22)10d
<br />NAILS TYP.
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON META12 /
<br />META12 TSS INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I
<br />Nail with 10-10d nails.
<br />Install tight to top flange. e .
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR •. .. • e .
<br />FOUNDATION INFO o .° e' '
<br />STEM FOUNDATION
<br />\ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 Ibs,
<br />Install tight to top flange.
<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 />p `depth
<br />1-JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />c
<br />I—
<br />REINF. SEE PLAN
<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 />SIMPSON META12 / META12 TSS
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />SIMPSON H10A ° ° °° (WHEN
<br />w/ (18)10d x 1 1/2" ° REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Q
<br />SEE FND. PLN.
<br />SIZE &REINF.
<br />PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />Q
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE ,
<br />cm
<br />Z �'Q • /
<br />SEE FND. PLN.
<br />LU
<br />Al
<br />SIZE &REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />cn\ 12
<br />OWN
<br />0.
<br />1
<br />r00
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<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
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<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />"- `"" ' MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />rl 6"e A 1 z' ROUND HOLE MAY 6 6 DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
<br />THE WEB. PROVIDE AT ROUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y"
<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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB, THE JOIST MAY BE 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 />Joist hanger
<br />SIMPSON MGT
<br />w/(22)10d
<br />NAILS TYP. GIRDER TRUSS
<br />2X TOP PLATE
<br />518"0
<br />THRU
<br />BOLT
<br />2 x B.U.0
<br />SIMPSON MGT
<br />w/ (22)10d
<br />NAILS TYP.
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON META12 /
<br />META12 TSS INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.) -;;I I II=It I II= 11I1 j 1 I
<br />Nail with 10-10d nails.
<br />Install tight to top flange. e .
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR •. .. • e .
<br />FOUNDATION INFO o .° e' '
<br />STEM FOUNDATION
<br />\ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 Ibs,
<br />Install tight to top flange.
<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 />p `depth
<br />1-JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />c
<br />I—
<br />REINF. SEE PLAN
<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 />SIMPSON META12 / META12 TSS
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />SIMPSON H10A ° ° °° (WHEN
<br />w/ (18)10d x 1 1/2" ° REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Q
<br />SEE FND. PLN.
<br />SIZE &REINF.
<br />PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />Q
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE ,
<br />cm
<br />Z �'Q • /
<br />SEE FND. PLN.
<br />LU
<br />Al
<br />SIZE &REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />cn\ 12
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<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
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<br />SIZE & REINF.
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