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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT,
<br />METAL LATH WALL SHEATHING
<br />II I
<br />X
<br />a
<br />.:.
<br />I
<br />11'f I
<br />a
<br />16GAx1-1'',2" LONG (3,14�:"- , �.RO .t�',"
<br />I I IAA
<br />.
<br />i I
<br />'1-1 ,,,,
<br />", BET'��'EYEI'
<br />STAPLES (& 6" O.O. L�EF€T
<br />_
<br />[
<br />- 1 2, LONG t34"
<br />STUD, (NOTED THUS _, - OFI:SET
<br />I
<br />I I
<br />CROV,,N STABLES 'd 5"
<br />STAPLES BETWEEN STUDS AS SHOWN
<br />mom__-
<br />_. .-d.m.....
<br />_ _--a_z �
<br />�, _._ ....._® .._.. ,..
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<br />O.C, tiIER7 INTO SL)
<br />INOTECE THUS..--{
<br />METAL
<br />LATH
<br />ATTACHMENT
<br />DETAIL
<br />REV 09.24.21 SCALE: 3 4" = 1 -0"
<br />`DETAIL EXCEEDS THE RECUIREMENTS FOR FBCR 703 7,1 LATH.
<br />"ONLY .APPLIES TO LENNAR TPkJAX:
<br />LATHING ACCESSORIES:
<br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
<br />WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C.
<br />VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
<br />MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @
<br />6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR
<br />GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A
<br />SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID
<br />PORTION OF THE KEY ATTACHMENT FLANGE.
<br />CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN
<br />CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH
<br />CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
<br />ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 &
<br />ASTM C 1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />10'-0"
<br />TANK -LESS W/H
<br />5'-0"
<br />STUB -OUT FOR '
<br />GAS METER O —
<br />O
<br />CV
<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-Y
<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 />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 />(Z) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />164"
<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 />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />+ + t + + + + t t t t EO
<br />t t
<br />+ +
<br />t + + t
<br />+
<br />+
<br />t
<br />+
<br />t t
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+ + + + +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />Backer and Filler Block Dimensions
<br />BCI®Joist Backer Block
<br />Series
<br />Thickness Filler Block Thickness
<br />3/4" or 7/8" Two 3/4" wood panels or 2 x
<br />5000s 1.8/1.7 wood panels
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 112"
<br />5500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0 wood panels 2x _ + 5/8" or 3/4" wood panel
<br />902.0 2x _ lumber Double 2 x _ lumber
<br />FILL CELL
<br />FILL CELL
<br />STD. 90° HOOK BOND BEAM
<br />U)
<br />W
<br />11
<br />... ......
<br />71
<br />Q STD. 90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR--\, I
<br />OOC
<br />#5 CONT.
<br />FROM
<br />17,
<br />FOUNDATIONTOHIHIGHEST
<br />r—
<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 />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 /># OF 2nd FLOOR
<br />Solid block all posts from
<br />STUDS
<br />above to bearing below.
<br />SECTION
<br />@ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min.) Small 2" min.
<br />2" ma
<br />gap
<br />x. � 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 �I'
<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 />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 LEAVINGY8' GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION top flangeuthcuis.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor coh imn W/ ina�z
<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 approp:late
<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 />Squash block /
<br />(2x4 minimum) __
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES —�
<br />DO NOT cut, notch
<br />or drill flanges
<br />DOUBLE JOIST CONST
<br />(Not required if both load
<br />Filler bl
<br />1/8" gap
<br />Boise Joist Blocking
<br />J for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />(see table below)
<br />El
<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 />beam below Load bearing wall must stack over
<br />blu 1;:;T
<br />ocking and wall or beam below.*
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.
<br />(0 CD
<br />6„ A 1Y2" ROUND HOLE MAY 6" 6". DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2"
<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)/2"
<br />Round Hole Diameter (in)
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />8.875
<br />10
<br />11
<br />12
<br />13
<br />Rectangular Hole Side (in)
<br />2
<br />3
<br />—
<br />5
<br />6
<br />8
<br />�._ ._..
<br />9
<br />10
<br />Any 16" joist
<br />Span (ft)
<br />8
<br />-10"
<br />V-
<br />1 2`"
<br />1' 2"
<br />V-3"
<br />1'-3"
<br />1 -11
<br />2'-4"
<br />2"-9
<br />3, 2,w
<br />, 7«
<br />12
<br />V-0"
<br />1%1'
<br />1'-2"
<br />1. 2"
<br />1, 3„
<br />'f 9„
<br />2'-4"
<br />2`-1 "3`
<br />7~
<br />4'-2"
<br />4 9"
<br />5-4"
<br />16
<br />1' 0
<br />`-I"
<br />V-2",
<br />1' 2,
<br />1' 7"
<br />2-5"
<br />3'-2
<br />3'-10"
<br />4%9>"
<br />T-7,.
<br />6'-4"
<br />20
<br />V-0"
<br />1' V'
<br />1,-2.,
<br />1' 2"
<br />27 0"
<br />-t?"
<br />4'-O'
<br />4'-10"
<br />5'-1 1"
<br />24
<br />V-0"
<br />V-1"
<br />V-2"
<br />V-3"
<br />1 2'-5"
<br />13'_7"
<br />1 4'_9 `
<br />5'--10"
<br />T, 2_„
<br />8,-4„
<br />9,�„
<br />10, 9.,
<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)/2" 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 />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series Depth End Intermediate
<br />®
<br />BC15000s
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />-
<br />BCI 6000s®
<br />BCI6500s-"
<br />9-1/2"
<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 />BCI60s®
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BC190s®
<br />"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPSC
<br />vJ/ (22)
<br />NAILS 1
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />).0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />AIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL20 INSTALLATION
<br />C Joist
<br />When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. kJoist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />Joist hanger
<br />SIMPSON HETA20 / HETAL20
<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 />PLUMBING LINE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE PVC OR SCH40 SLEEVE
<br />A/C CHASE 4" PVC -PENETRATION
<br />SLEEVE THRU STEM
<br />WALL a a .. a
<br />A I 1 4.
<br />— — — — O° ��I I I I • I I .. —I I I I II
<br />_III-1 I I=1 I I -I I�-I 11 TI I_ FINISH GRADE I I
<br />Backer block (12" wide min.) �I I II II I I I I II I I I 7.,
<br />Nail with 10-10d nails.
<br />Install tight to top flange. SLEEVE THRU STEMSEE PLAN FORe •°"
<br />FOUNDATION INFOd'
<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 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 />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 />o depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />. Q.
<br />REINF. SEE PLAN
<br />1
<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 />1111-1'T ��J 1
<br />II� L-___
<br />�— SEE FND. PLN.
<br />SIZE & REINF.
<br />12" BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @PIPE
<br />PENETRATION r PLUMBING LINE
<br />TOP (2) #5's x 4'-O"—\
<br />------------- - - - - - - - -
<br />z •, •
<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 />. : I
<br />—� ---4. d —�•— n— °a. of ca G
<br />_ a a
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />MAR 2 5 707..
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approve
<br />'for compliance with the 2020 FBC 7th Editior
<br />by Debra Anne Klahr PX2300
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<br />LAST PLOT DATE
<br />Dec. 15, 22
<br />STRUCTURAL
<br />Z Q
<br />z
<br />J
<br />DETAILS
<br />
|