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<br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METALLATH
<br />WALL SHEATHING
<br />....... ............ ........
<br />.........
<br />... ............
<br />........ .....
<br />... ....
<br />I 1
<br />16GAxl-1\2" LONG (3/4"-1" CROWN) . ......... .
<br />7
<br />MAXI ..... . ..... 16GAxl-1/2" LONG (3/4--l'.
<br />STAPLES @ 6" O.C. VERT BETWEEN .... .............
<br />CROWN) STAPLES @ 6"
<br />STUDS (NOTED THUS:—) - OFFSET I I
<br />STAPLES BETWEEN STUDS AS SHOWN O.C.. ERT 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 />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />101-011
<br />TANK -LESS W/H
<br />H C G
<br />000
<br />1-011
<br />5
<br />C>
<br />STUB -OUT FOR___�
<br />LO
<br />GAS METER 0 -1 A
<br />9
<br />&4
<br />MEASUREMENTS ARE FROM FINISHED FLOOR
<br />0
<br />12" OFF -CENTER
<br />ROUGH -IN GAS TO RIGHT (ALWAYS)
<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 />71-511
<br />(2) 16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />100-811
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />I
<br />13'-9"
<br />i
<br />(3) 16d TOENAILS
<br />2" X 10"!R 16" O,C.
<br />161-61
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19141
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />61-11,
<br />(2) 16d TOENAILS
<br />2" X 6-1 @ 24" O.C.
<br />8'-6"
<br />(2) 16d TOENAILS
<br />2"X 8" @ 24" O�C.
<br />11 t-off
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />13'.011
<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 />5000s 1.8/1.7
<br />3/4" or 7/8"
<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 />1-1/8" or two 1/2"
<br />602.0
<br />wood panels
<br />2 x + 5/8" or 3/4" wood panel
<br />902.0
<br />2x lumber
<br />Double 2 x lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />—i
<br />FILL C STD. 900 HOOK BOND BEAM
<br />F
<br />LU
<br />— ---------- -]
<br />STD. 90' CONT. #5
<br />CONT. #5
<br />HOOK BAR
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />I BONDBEAM
<br />BOND BEAM STEP
<br />SCALE: N.T.$.
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />SHEATHING PER PLAN
<br />COLUMN AND
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJ I
<br />MASONRY WALL OR
<br />INTERIOR BRIG. WALL
<br />TJI PER PLAN
<br />Z OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid block all posts from STUDS
<br />above to bearing below.
<br />SECTION INT. BRIG. WALL
<br />N.T.S.
<br />1/8" min.. 2" min.
<br />Small gap
<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 />T
<br />2) Block solid between joists for full length of span.
<br />ight fit --- - -----
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />2x4/Plywood/OSB web stiffener\ 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails
<br />requ
<br />red w
<br />en
<br />n
<br />cate
<br />or 4" max.
<br />2x CONTRACTOR TO PRO�IDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing
<br />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. higher than 15001b
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1 900 pif max along load bearing wall.
<br />Load bearing wall must stack
<br />*Non -stacking walls
<br />0'
<br />over squash=20 blocks and
<br />require additional
<br />k
<br />consideration. Check
<br />w
<br />wall or beam below.*
<br />local building
<br />Eh-0
<br />--- T1/16"
<br />code for appropriate
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or=11 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam L L or
<br />S
<br />Glulam Beam
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />I kin 3" (1 Od) nails at 6" o.c.
<br />Provide adequate bearing
<br />for each lapped joist,
<br />-1 Od nails
<br />SECTION .1—N INT. BRIG. WALL
<br />�(P
<br />N,T,S.
<br />MINIMUM SPACING 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />NOCKOUT EXEII
<br />(see table below) ID
<br />(see table below)
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1 900 plf max, along bearing wall
<br />Required on interior walls for vertical load transfer
<br />when load bearing - for lateral support when joists 2
<br />meet over wall, or wall stacks directly over wall or
<br />SIMPS(
<br />wl (22)
<br />NAILS I
<br />5/81
<br />THRU
<br />BOLT
<br />SIMPS(
<br />W/ (22)
<br />NAILS I
<br />R TRUSS
<br />OP PLATE
<br />I.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />AIN. EMBEDMENT
<br />SCHEDULEFOR
<br />�_"AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON META1 2
<br />Plumbing META1 2 TSS INSTALLATION
<br />1111L ---- ------
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />It Joist
<br />When joists meet over wall, provide
<br />F1 3/4" minimum bearing for each. I -Joist can be offset
<br />"
<br />Use 1 0dxT nails at Vo.c. for all joist
<br />blocking panel *Non -stacking walls
<br />quire additional consideration.
<br />re
<br />BE CUT ANYWHERE IN LARGER THAN 1Y2"
<br />I Dl< e-4
<br />IDO NOT CUT HOLES
<br />61T A *2" ROUND HOLE MAY CANTILEVER
<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
<br />8
<br />T-a'
<br />V-1-
<br />T-21
<br />T-2"
<br />1 T-3'
<br />T-3r'I
<br />1!--P'
<br />V-11"I
<br />2-4'
<br />24'
<br />1 3�-Z'
<br />3-7' 1
<br />1i6'rjols,t_,
<br />12
<br />1.
<br />T-0
<br />V-11'
<br />T-2-1
<br />11�-2"I
<br />T-3'
<br />T-Y'
<br />1 Z-4�'
<br />2-11"1
<br />3-7-
<br />4!-2-
<br />1 4--g-
<br />1
<br />6-4
<br />an (ft)
<br />16,
<br />'�O_
<br />T-0
<br />T-T'
<br />T-2'1
<br />T-Z'l
<br />T-7'
<br />2-6'
<br />3' -21"
<br />ar-101
<br />*9'
<br />6 -7'
<br />1 6- 4�
<br />7' -Z'
<br />1'4Y'
<br />1-4"
<br />T-2'
<br />T-2"
<br />2-W
<br />3_01
<br />44)"
<br />4-10"
<br />6-111,
<br />6-1111'
<br />7'-11"
<br />8'-11"
<br />24
<br />I
<br />T4Y
<br />T4 "
<br />T-2'
<br />T-T*
<br />-
<br />2-6'
<br />3-7"
<br />4!-g'
<br />6-191
<br />T-2,
<br />8,-4,
<br />[ Y-6.
<br />10,4�
<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 />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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<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 IY2"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
<br />to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N�T.S,
<br />Joist
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min,)
<br />Nail with 10- 1 Od nails. :a73
<br />nstall tight to top flange.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR
<br />'6;7�4,
<br />q 4
<br />NDATION INFO
<br />FOU
<br />STEM FOUNDATION
<br />Nail with
<br />Filler block.
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />1/4'1-2" gap-
<br />11 - ]� 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 stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger, doesn't meet
<br />Web stiffner as
<br />height
<br />requirements
<br />0.6 X Joist
<br />depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SIMPSON META1 2 META1 2 TSS
<br />INSTALLATION @ MID SPAN
<br />SIMPSON H10A
<br />w/ (18) 1 Od x 1 1/2"
<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 />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P,F.
<br />LOCATION OF
<br />SECOND H10A
<br />(WHEN
<br />REQUIRED)
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />12" BELOW
<br />PIPE VERTICAL THRU FND.
<br />GRADE
<br />TERED @ PIPE
<br />PENETRATION_�
<br />TOP (2) #5's x 4' 0"
<br />CEN
<br />4
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />'0
<br />4 .
<br />A
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />Fl-
<br />4 4,.
<br />A4
<br />J=
<br />4
<br />A -
<br />SEE FND. PLN.
<br />SIZE & REINF,
<br />C*
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<br />To the best of the Engineet's knowledge, Information and bellef,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 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 />Engineees signature and seal.
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<br />JOB
<br />NO: 23-00520
<br />SCALE AS NOTED
<br />SHEET NO.
<br />SN 1
<br />1 111 1 1 Ali J�11A[ I i Ili I I 1 11 1 1 1 1 1
<br />
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