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11
<br />i�
<br />PR
<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
<br />HOME H C G
<br />GARAGE SIDE 000
<br />5-0"
<br />STUB -OUT FOR lir
<br />0 1'-O" G 9
<br />GAS METER o
<br />(V =
<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'-51'
<br />1 SIMPSON HTS20 OR 3 16d TOENAILS
<br />2" X 12" 16" O.C.
<br />19'-311
<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 />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 />16-4"
<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" orp
<br />5000s 1.8/1.7
<br />nel
<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 />,Hood 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 />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 />FILL CELL
<br />w
<br />CONT. #5 > STD. 90°
<br />BAR HOOK
<br />STD. 900 HOOK
<br />BOND BEAM
<br />SIMPSON MGT
<br />w/ (22)10d
<br />NAILS TYP. GIRDER TRUSS
<br />CONT. #5
<br />�i_
<br />BAR 2X TOP PLATE
<br />5/8"0
<br />#5 CONT. THRU
<br />FROM BOLT
<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 COLUMN ,
<br />�
<br />SEE PLAN FOR REQ'D -
<br />PLYWOOD FLOOR
<br />SHEATHING PER PLAN
<br />COLUMNAND -
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGrrJI
<br />�
<br />7 ��
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />I � `
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />L
<br /># OF 2nd FLOOR
<br />Solid block all posts from
<br />above to bearing below.
<br />STUDS
<br />SECTION @ INT. BRIG. WALL
<br />N.T.S.
<br />i . ) Small gap 2" min.
<br />2 18 min.
<br />a 4 max. Web Stiffener Fastener Schedule
<br />1/8" gap
<br />I I Joist Bearing Location
<br />'1 V Series I Depth I End Intermediate
<br />r / ,i 1 ;f� ® 9-1/2" , 2-8d 2-8d -
<br />BCI 3-8d
<br />— 14" 2-8d L _ -
<br />Clinch nails — r� ,
<br />s 1-7/ ' - d
<br />when possible BCI 6500s® 914 8" 2-8-d 2-8d
<br />I 3-8d
<br />Po 5-8d -
<br />--
<br />1) Support back of web during nailing to prevent damage to -- - 11 -7/7/ 2-8d 6-8d -
<br />8" 2-8d 3-8d
<br />web -flange connection. BCI 60s® 14" _ 2-8d 5-8d
<br />2) Block solid between joists for full length of span. Tight fit --- 16" 2-8d 6-8d
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d _
<br />2x4/Plywood/OSB web stiffener 2" min. BCI 90s® 14" 5-16d 5-16d
<br />4 Place joists together and nail from each side with 2 rows of 10d nails —+-
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., cliched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6-16d 6-16d
<br />OF THE JOIST ASA REQUIRED LEAVING Ys" GAP TOP sides b 6". - Hangers with side nailing.
<br />@ Y -Hangers with sides not containing WEB STIFFENER
<br />t.
<br />DOUBLE JOIST CONNECTION top irdsmouthcuts.
<br />- 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 />consideration. Check
<br />wall or beam below.*
<br />local building
<br />i116
<br />code for appropriate
<br />Zor--20
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c.
<br />Load bearing walls
<br />Provide adequate bearing
<br />for each lapped joist.
<br />Squash block 10d nails SECTION INT. BRIG. WALL
<br />(2x4 minimum) @
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />rw nvLw (r=.n'.r.r r 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 />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 />Use 10dxY nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. —
<br />■
<br />•
<br />"61 A 1 2" ROUND HOLE MAY 6' 6" DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2"
<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}Z"
<br />1•:;�'k+a"dR�`"�o.F w ^Y"" N,..:�, "Y +4 JA 4x
<br />,..c ..,w. t;���;
<br />F.r ?ar-. 'p'fcn �'31' hrs'+ryl, P �,
<br />�$.. .,,s__ �.C.���:".+..�{..L.�.t� �"r�i^L
<br />(� P;
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<br />5' day-
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<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 1y" 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 />Jc
<br />Backer block (12" wide min.)
<br />Nail with 10-10d nails.
<br />'_-,.Install tight to.top flange.
<br />-L' \ 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 />r 1/4"-2" gap f
<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 />e
<br />requirements
<br />0.6 X Joist
<br />depth
<br />� �
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />1.0
<br />SIMPS(
<br />w/(22)
<br />NAILS 1
<br />TYPICAL SIMPSON MGT TO
<br />-UP COLUMN DETAIL
<br />BUILT
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULEFOR
<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 />SLEEVE THRU STEM—/ •
<br />' e
<br />SEE PLAN FOR •• a . •
<br />FOUNDATION INFO ' • 4
<br />STEM FOUNDATION
<br />GRADE
<br />0
<br />d 4
<br />Q
<br />REINF. SEE PLAN
<br />1 (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 META12 / META12 TSS
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />o LOCATION OF
<br />° SECOND H10A
<br />SIMPSON H10A • ° °° (WHEN
<br />! 18 10d 1 1/2" ° REQUIRED)
<br />w( ) x
<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 />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />r%lMf— 1, )1-11T1P% A 1 TI 1r%1 1 1—\ 111
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />c 4
<br />v° e
<br />Z • C •
<br />4
<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 />a
<br />N
<br />SEE FND, PLN.
<br />SIZE & REINF.
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
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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 Florida Building Code -
<br />Resldengal 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 23-0052;
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SN 1
<br />
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