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<br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METAL LATH
<br />WALL SHEATHING
<br />771 .
<br />I..�,' ..
<br />16GAxl-1\2" LONG (3/4"-l" CROWN) 8
<br />STAPLES @ 6" Q.C. VERT BETWEEN MAX -' I 16GAx1-1/2" LONG (3/4"-1"
<br />STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6"
<br />STAPLES BETWEEN STUDS AS SHOWN 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
<br />HOME H C G
<br />GARAGE SIDE 0 O 0
<br />6-0" Q -
<br />CD
<br />STUB -OUT FOR 1'-O" o °
<br />GAS METER 0 o
<br />� U
<br />N so
<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 />7'-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'-Y
<br />(1) SIMPSON HTS20 OR (4)16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6 4'
<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) SIMPSON HTS20 OR (3)16d TOENAILS
<br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4"
<br />5000s 1.8/1.7
<br />p nel
<br />wood panels
<br />Two 3/4" wood panels or 2 x
<br />P
<br />1-118" 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 />1-1/8" or two 1/2"
<br />60 2.0
<br />wood panels
<br />2x _ + 5/8" or 3/4" wood panel
<br />902.0
<br />2x _ lumber
<br />Double 2 x _ lumber
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />to
<br />w
<br />STD. 90° CONT. #5
<br />B OR T. #5 HOOK BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO 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 COLUMNSEE
<br />PLAN REQ'D
<br />PLYWOOD FLOOR
<br />COLUMN AND
<br />(I
<br />SHEATHING PER PLAN
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />Tom
<br />—MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />'
<br />OTHERWISE SOLID
<br />'
<br />BLOCKING TO MATCH
<br />L Solid block all posts from
<br /># OF 2nd FLOOR
<br />above to bearing below.
<br />STUDS
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. }Small gap 2" min.
<br />2" max
<br />• � 4 max.
<br />Clinch nails I
<br />when I
<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
<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 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 JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION Birdsmouth cuts. 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 />* Non -stacking walls
<br />over squash=20 blocks and
<br />require additional
<br />wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />1/16"
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or=20 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above) '
<br />+
<br />Filler blocking °
<br />1/8" gap
<br />+
<br />+ ,ti
<br />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c
<br />Load bearing walls
<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
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series Depth End Intermediate
<br />BCI 5000s®
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />14"
<br />2-8d
<br />: 5-8d
<br />BCI 6000s®
<br />BC16500s®
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI60sYH
<br />11-7/8"
<br />2-8d
<br />_
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />1 s"
<br />2-8d
<br />6-8a
<br />BCI 90s®
<br />11-7/8"
<br />3-16d
<br />I 3-16d i
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />wl (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />1.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULEFOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON META12 /
<br />Plumbing META12 TSS INSTALLATION
<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 />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 INT. 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 />6„ A 1 2' ROUND HOLE MAY 6 6„ DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<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 1�
<br />---------------
<br />Any 1'6" foist
<br />Span (it)
<br />--
<br />S._._..1,�„
<br />1'-1'
<br />V-2'°
<br />1'-,2"
<br />1'-3'
<br />'�'-3."
<br />'f'-T"
<br />I'Al""
<br />24'
<br />2,-9"
<br />3,_�"
<br />3' 7
<br />12
<br />1,-1,
<br />T-1,.
<br />1, 2,.
<br />1r 2,"
<br />V-3'
<br />T-9"
<br />2'-4"
<br />2'-'11"
<br />3, 7,
<br />4, Z'
<br />,4,-,.
<br />6,-,.
<br />16
<br />I -U'
<br />T-1'°
<br />1, Z'
<br />1' 2,"
<br />V-7"
<br />2' 6'
<br />3'-2"
<br />3'-10"
<br />4-9'
<br />6,-T'
<br />6-4'
<br />7, 2'
<br />20
<br />1'4Y'
<br />1'-1"
<br />1' 2'°
<br />1 2,.
<br />24Y'
<br />3�-0"
<br />4'-0"
<br />4'-10'"
<br />9-11"
<br />0'-1'1'"
<br />T-11'"
<br />&-1'1"
<br />24
<br />1,_,,
<br />1,-1r.
<br />1'-2'"
<br />1'-3'°
<br />2
<br />3'-?"
<br />4'-9'"
<br />Er'-10..
<br />7 2.
<br />5,,.
<br />9r,.
<br />10,.
<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. %" 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 %" 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 />up to 3 to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />Joist hanger
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />Install tight to top flange. SLEEVE THRU STEM a "
<br />°.
<br />°
<br />SEE PLAN FOR °• Q . •
<br />FOUNDATION INFO ` a'
<br />STEM FOUNDATION
<br />y \ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<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 />eb 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 />depth
<br />I �a
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE REINF. SEE PLAN
<br />r'a
<br />�
<br />4 °pl=�i� SIT
<br />I`i I 1—► i
<br />ii
<br />I I—_ I • 4 d:
<br />I�
<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 />TOP (2) #5's x 4' 0"
<br />—\
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />4
<br />• d d
<br />Z •'a •
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />da
<br />a ° i da c
<br />e d
<br />V d d
<br />a a.�
<br />N
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />0
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />9 9P 9P 9 9
<br />Engineers signature and seal.
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<br />NO :
<br />23-06134
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />SN 1
<br />■ - -
<br />-1 1'11l 1 E.1 IL. 1:. 11
<br />
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