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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 />.... .. -�i - I. .. *...'_... 11
<br />............
<br />......... ...
<br />.......... Q
<br />....... ........
<br />......... --- .........
<br />...........................
<br />16GAxl-1\2" LONG (3/4"-1" CROWN) MAX'' 16GAxl-1/2" LONG (3/4"-l"
<br />O.C. VERT BETW ..... .
<br />STAPLES @ 6 EEN .......... . ...... CR
<br />v ) STAPLES@ 6"
<br />STUDS (NOTED THUS:-) - OFFSET 0 OWN
<br />STAPLES BETWEEN STUDS AS SHOWN C. VERT INTO STUDS
<br />(NOTED THUS:-)
<br />V
<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 />101-01,
<br />TANK -LESS W/H
<br />I I %
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE 000 'V
<br />5'-011
<br />STUB -OUT FOR r - -1
<br />0" L 1 9 _1 LO
<br />GAS METER 0 0
<br />L)
<br />0
<br />0 MEASUREMENTS ARE FROM FINISHED FLOOR
<br />0 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 />MAXIMUMLENGTH
<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 />101-8"
<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'-V
<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 />111-01,
<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'-41'
<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 />BC10joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.811.7
<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 />1-1/8" or two 1/2"
<br />602.0
<br />wood panels
<br />2x + 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 />1_�
<br />1/8" gap
<br />N1
<br />-i
<br />FILL CELL --- STD. 90' HOOK BOND BEAM
<br />LU
<br />STD. 90-
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<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 />SEE PLAN FOR REQ'D
<br />PLYWOOD FLOOR
<br />COLUMN AND
<br />SHEATHING PER PLAN
<br />CONNECTION
<br />A'D
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGITJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid bl,,k,11 .. t, from
<br />Solid block all.posts from STUDS
<br />above to bearing below.
<br />SECTION @ INT. BRG. WALL
<br />N.T,S.
<br />1/8" min.
<br />i 2" max
<br />Small gap 2" min.
<br />"
<br />.
<br />max.
<br />--I
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />Tight fit
<br />2) Block solid between joists for full length of span.
<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 />4"
<br />. 16
<br />6-
<br />required when indicated or
<br />2x CONTRACTOR TO PROVIDE 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".
<br />- Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />- Birdsmouth cuts. N.T.S.
<br />DOUBLE JOIST CONNECTION
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />higherthan 15001b
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1 900 plf 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 />wall or beam below.*
<br />consideration. Check
<br />k
<br />local building
<br />code for appropriate
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or�21 sinke,
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />.
<br />BLOCKING PANEL, INTERIOR
<br />Boise Joist Blocking Vertical load transfer =1 900 plf max. along bearing wall
<br />Use 3" (1 Od) nails at 6" o.c. Required on interior walls for vertical load transfer
<br />Load bearing walls 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 />c'
<br />oal bearing Zw
<br />'0
<br />Web Stiffener Fastener ScNedufe
<br />Joist Bearing Location
<br />Series � Depth End I Intermediate]
<br />BC1 5000s�
<br />9-1/21,
<br />2-8d
<br />2-8d
<br />11-7/8'
<br />2-8d
<br />3--8d
<br />14"
<br />2-8d
<br />5-8d
<br />BCI 6000se
<br />BC16500se
<br />9-1/2"
<br />-fl --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 />BCI 60s8
<br />11 -718"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />—
<br />16-
<br />2-8d
<br />1 6 -8d
<br />BCI 90s�'-'
<br />11-7/8"
<br />3 -161
<br />3-16d i
<br />14"
<br />5-16d
<br />5-16d
<br />"
<br />16d
<br />6-16d
<br />SIMPS(
<br />w/ (22)
<br />NAILS I
<br />5/81
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />RTRUSS
<br />OP PLATE
<br />jut
<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 />)FFASTENERS
<br />TYPICAL SIMPSON META1 2
<br />Plumbing
<br />META1 2 TSS INSTALLATION
<br />UlJoist
<br />When joists meet over wall, provide
<br />13/4" minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />he
<br />3 4
<br />QY-' Provide adequate bearing
<br />for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Squash block 10d nails require additional consideration.
<br />(2x4 minimum) SECTION INT. BRG. WALL
<br />N.T.S.
<br />Bearing wall, Versa -Lam LVL or
<br />0
<br />Glulam Beam
<br />10(
<br />s amLvLorw
<br />7a;L
<br />MINIMUM SPACING 2x GREATEST
<br />KNOCKOUTS) ALLOWED
<br />DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D
<br />(KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />K
<br />or drill flanges I
<br />(se,
<br />)tch
<br />DO NOT CUT HOLES
<br />6" 6"
<br />BE CUT ANYWHERE IN LARGER THAN 1Y2"
<br />A 1Y2" ROU CANTILEVER
<br />THE WEB. PROVIDE AT
<br />ROUND IN
<br />CANTILEVERS,
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)12'.
<br />ELM
<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 1,Y2" 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 />N.T.S
<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. ...
<br />- 4.
<br />Install tight to top flange.
<br />'A.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR
<br />Joist ha
<br />nge
<br />FOUNDATION INFO 4
<br />STEM FOUNDATION
<br />'is
<br />ai'wl'h 10- 1
<br />"0,0, fl
<br />nslall ligh an
<br />,e M
<br />ist Ahanger
<br />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 />/l/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.
<br />doesn't meet
<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 />'LA/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 META1 2 META1 2 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 />(WHEN
<br />SIMPSON H10A
<br />REQUIRED)
<br />w/ (18) 1 Od x 11/2"
<br />10A
<br />X1 1 /2'
<br />1
<br />NAILS
<br />UPLIFT 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />015
<br />TYPICAL SIMPSON MTS
<br />HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION�
<br />I . . .1
<br />4
<br />1E]l I lEd I F1 N
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />— . . 4
<br />4
<br />P
<br />SEE FND. PLN. 1
<br />SIZE& REL�
<br />12" BELOW
<br />GRADE PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />.4
<br />4
<br />z
<br />cD
<br />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 />41.
<br />A
<br />4
<br />7
<br />SEE FND. PLN.
<br />? SIZE & REINF.
<br />I
<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 1,Y2" 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 />N.T.S
<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. ...
<br />- 4.
<br />Install tight to top flange.
<br />'A.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR
<br />Joist ha
<br />nge
<br />FOUNDATION INFO 4
<br />STEM FOUNDATION
<br />'is
<br />ai'wl'h 10- 1
<br />"0,0, fl
<br />nslall ligh an
<br />,e M
<br />ist Ahanger
<br />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 />/l/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.
<br />doesn't meet
<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 />'LA/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 META1 2 META1 2 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 />(WHEN
<br />SIMPSON H10A
<br />REQUIRED)
<br />w/ (18) 1 Od x 11/2"
<br />10A
<br />X1 1 /2'
<br />1
<br />NAILS
<br />UPLIFT 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />015
<br />TYPICAL SIMPSON MTS
<br />HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION�
<br />I . . .1
<br />4
<br />1E]l I lEd I F1 N
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />— . . 4
<br />4
<br />P
<br />SEE FND. PLN. 1
<br />SIZE& REL�
<br />12" BELOW
<br />GRADE PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />.4
<br />4
<br />z
<br />cD
<br />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 />41.
<br />A
<br />4
<br />7
<br />SEE FND. PLN.
<br />? SIZE & REINF.
<br />I
<br />AD r- 0
<br />> 4'
<br />C's 1- 0
<br />0-
<br />0- co X"11,
<br />CIA i".211--_ M Ll-
<br />0
<br />C: 64',�a
<br />3: C13
<br />>
<br />-a
<br />b
<br />rvoo c-
<br />CU (n 0 0
<br />7 C:
<br />CN
<br />C14
<br />C=>
<br />24-
<br />C">
<br />C=�
<br />c",
<br />0
<br />J 1--
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florda Building Code
<br />-
<br />Residential 7th Edition. Engineers signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />0
<br />0
<br />W
<br />gt E co co
<br />4 c-,
<br />0)
<br />5 c, 6 c G
<br />V _j
<br />.2 .6 'D
<br />0 o? a Lau
<br />-0 up
<br />0 , - L
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<br />JOB
<br />NO: 22-02388
<br />SCALE AS NOTED
<br />SHEE7 NO.
<br />SN 1
<br />
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