|
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />WALL SHEATHING
<br />X
<br />X
<br />1 SCvk,<! -1 tZ LONG (3/41!-1 CRO�A IN)
<br />1�4x
<br />I�
<br />IGGAxl-112"
<br />STAPLES @ V' O.C,. VERT BETWEEN
<br />LONG 13)4"-1`
<br />STUDS (NOTED THUS.- — I - OFFSET
<br />CROWN) STAPLES �4i� 6"
<br />STAPLES BETWEEN STUDS AS SHOWN
<br />O�C. VERT INTO STUDS
<br />(NOTED THUS:—)
<br />METAL
<br />LATH
<br />I r-1
<br />ATTACHMENT
<br />DETAIL
<br />SCALE: 204" = 1 I-V
<br />REV. 0914�21
<br />'DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH'
<br />**ONLY APPLIES TO LENNAR TPA--',;.kX*
<br />LATHING ACCESSORIES:
<br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
<br />WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C.
<br />VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
<br />MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MIM' 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 C1 063. 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 C1 063 &
<br />ASTM C1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />101-01,
<br />TANK -LESS W/H
<br />51-011
<br />STUB -OUT FOR "
<br />1
<br />GAS METER 0
<br />9
<br />H C G
<br />000
<br /><
<br />0
<br />0 -1
<br />1'-0'- L 1 .9 -J LO
<br />11 11 0
<br />:;t 3
<br />I-
<br />0
<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 />101-8"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />131-911
<br />(3) 16d TOENAILS
<br />2" X 10" @ 16" O,C.
<br />161-61
<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-l"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24l O.C.
<br />81-6"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />-01,
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />13'-0"
<br />(3) 16d TOENAILS
<br />2" X 1211 @ 24" O,C.
<br />15141
<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 />ZMA
<br />UJ
<br />J
<br />Co
<br /><
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGF LINF
<br />. .
<br />. . . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+
<br />+
<br />. . . . . . . .
<br />. . . . . . . . . . . . . .
<br />+ +
<br />+ +
<br />. . . . . . . . .
<br />. . . . . . . . . . . . . .
<br />4- +
<br />+
<br />+ +
<br />4- +
<br />+ 4
<br />+ +
<br />+
<br />+ '-0" (TYP.)
<br />-,"'TYP",
<br />4'-0"
<br />+
<br />4'-0"
<br />+ 4
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+ 4
<br />+
<br />. .
<br />+
<br />+
<br />. .
<br />+
<br />+ +
<br />+
<br />+
<br />4-
<br />- +
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ + + + + + + +
<br />.
<br />.
<br />+
<br />. . . . . + + + + + +
<br />+ +
<br />+ +
<br />+ + + C)
<br />/4+4+
<br />. .
<br />. . . . . . . . . .
<br />\++++
<br />+
<br />+ 4
<br />+ + + + + + + (6
<br />.
<br />. . . . . . . . . . .
<br />.
<br />+ +
<br />+
<br />+ +
<br />+
<br />\ . . . . . . 4- +
<br />++
<br />\—RIDGE LINE
<br />140 MPH (U103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />15/32" CDX
<br />PLYWOOD OR
<br />7/16" OSB
<br />+
<br />1+ + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />1, + - + 0.113 INCH NOMINAL SHANK DIAMETER 0113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2-3/8 INCH NAIL LENGTH
<br />2-3/8 INCH NAIL LENGTH
<br />NOTE: 1* FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL'GUN NAILS MAY BE USED
<br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
<br />Backer and Filler Block Dimensions
<br />BCIOJoist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<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 />2x + 5/8" or 314" 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 314" 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 />1/8" gap
<br />FILL CELL---\ STD. 900 HOOK BOND BEAM
<br />0
<br />ui
<br />7
<br />.... ......
<br />< STD. 900
<br />...
<br />F
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />............
<br />......
<br />.........
<br />........
<br />.
<br />#5 CONT.
<br />.............
<br />ROM
<br />FOUNDATION
<br />...
<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 />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 (T INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. 2" min.
<br />Small gap 11
<br />2"
<br />.
<br />4
<br />max.
<br />/71
<br />Clinch n ils
<br />a
<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
<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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min.
<br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4"
<br />. 16" 6-1 6
<br />OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER -
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor cohmn w/ Inqd.q
<br />N.T.S.
<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 />over squash=20 blocks and
<br />0
<br />require additional
<br />wall or beam below.*
<br />w
<br />k
<br />consideration. Check
<br />—f
<br />local building
<br />kl/16"
<br />code for appropriate
<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) —J
<br />Bearing wall, Versa -Lam LVL or
<br />G
<br />Glulam Beam
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />t hsp. T' (Ind) nails Rt 6" o r,
<br /><� Provide adequate bearing
<br />for each lapped joist.
<br />10d nails
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />DIMENSION OF LARGEST HOLE
<br />D
<br />KNOCKOUTEXEMPTS)
<br />(see table below) D
<br />V (see table below)
<br />6.
<br />11
<br />El
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 pif 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 />blocking and wall or beam below.*
<br />c'
<br />'0
<br />Web Stiffener Fastener Schedule
<br />Joist B arinq Location
<br />Series --bepth I End Intermediate
<br />BCI 5000so
<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 />BCI 6000S
<br />UR
<br />BCI 6500s
<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 />BCI 60so
<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 />BC1 90so
<br />11-7/81,
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />d
<br />6-16d
<br />SIMPSC
<br />wl (22)
<br />NAILS I
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />wl (22)
<br />NAILS I
<br />R TRUSS
<br />'OP PLATE
<br />Ice
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />TYPICAL SIMPSON HETA20
<br />Plumbing
<br />HETAL20 INSTALLATION
<br />Joist
<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 />' /e
<br />&1
<br />3 4
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.
<br />0---El
<br />(0
<br />-DO N
<br />61' A ROUND HOLE MAY 6" 6" OT CUT HOLES
<br />BE CUT ANYWHERE IN
<br />CANTILEVER LARGER THAN
<br />THE WEB. PROVIDE AT - 01 /ROUND
<br />7 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 />Round Hote - Uta met er fl n 2
<br />2
<br />3
<br />4
<br />5
<br />16
<br />7
<br />8
<br />8-a75
<br />10
<br />11
<br />12
<br />13
<br />Rectaingular411olle Side (in)
<br />21
<br />3
<br />5
<br />6
<br />8
<br />0
<br />Any 16" joist
<br />Span (ft)
<br />8
<br />1 1-0"
<br />1 'A "
<br />1 l-2"
<br />V-2"
<br />V-3"
<br />V-3-
<br />1 �-7"
<br />1 �-1 1"
<br />2-4"
<br />2'-9"
<br />3'-2"
<br />*-7'l
<br />12
<br />V-0"
<br />V-11"
<br />P-2"
<br />V-2"
<br />V-3"
<br />1 �-9"
<br />2-4"
<br />2�4 1"
<br />3'-7"
<br />4%.2,,
<br />4,-g,,
<br />5,-4,,
<br />16
<br />1 '-0"
<br />F
<br />, 1 '-1 1
<br />1 1-2"
<br />1 V-2"
<br />1 �-7"
<br />2�-5
<br />31-2"
<br />3'-10'
<br />4'-9"
<br />5'-7"
<br />64"
<br />7�-2
<br />20
<br />Vj��,
<br />V�11`-2-,
<br />T-0-
<br />13'-0"
<br />4--0"
<br />4'-10-'
<br />6-111
<br />W-11 1
<br />T-1 1"
<br />8'-1
<br />24
<br />1 '-0"
<br />1 V-1
<br />1 l-2"
<br />1 V-3"
<br />12'-5"
<br />1 3�-7-
<br />9'-6"
<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. %" 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 />N.T.S
<br />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails.
<br />��Install tight to top flange.
<br />A
<br />Filler block.
<br />Nail with
<br />10-1 Od nails,
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />114%2" gap
<br />Backer Block
<br />"Face Mount"
<br />"Top 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 />16 X Joist
<br />de'pth
<br />\ ILL
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />VIIN. EMBEDMENT
<br />SCHEDULEFOR
<br />=- AND QUANTITY
<br />)F FASTENERS
<br />SIMPSON HETA20 HETAL20
<br />INSTALLATION " MID SPAN
<br />�T
<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 />w/ (18) 1 Od x 1 1/2" REQUIRED)
<br />NAILS
<br />UPLIFT= 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />xl 1 /2'
<br />015#
<br />TYPICAL SIMPSON MTS
<br />FITS INSTALLATION
<br />PLUMBING LINE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE PVC OR SCH40 SLEEVE
<br />AIC CHASE 4" PVC- PENETRATION
<br />SLEEVE THRU STEM 4'
<br />WALL
<br />IE 11�- : 1''. 1
<br />00
<br />FINISP GRADE
<br />I El I IEE Ell I I— A-4
<br />F
<br />A
<br />4
<br />SLEEVE THRU STEM--/
<br />SEE PLAN FOR 4 'S A'
<br />. 1
<br />FOUNDATION INFO .4 4'
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />z— A/C CHASE 4" PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />SEE FND. PLN.
<br />SIZE & REINF
<br />12" BELOW
<br />GRADE
<br />PIPE VERTICAL THRU FND.
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4'4'
<br />CENTERED @ PIPE
<br />PLUMBING LINE
<br />PENETRATION
<br />I
<br />- - - - -
<br />- - - - - - - - - --
<br />CAO
<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
<br />PLUMBING LINE
<br />. : F�-
<br />< 1.4
<br />4
<br />4
<br />\ .- - -d
<br />'d
<br />4
<br />7
<br />�64,, -
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />VR/\
<br />VIRTUAL REVIEW ASSIST
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and ved
<br />for compliance with the 2020 FBC 7th
<br />Edition by Debra Anne Klahr PX2300
<br />C14
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