|
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />L L S EA T H N
<br />METAL LATH
<br />1>
<br />CIN G I A. III
<br />16GAX 1 - 1'_' L � -i 13 4"- 1 C R C)ViN I I 163Ax I LONG 134%1"
<br />STAPLES a G" 0 - �,,ERT IBET�A-IEENI
<br />1;-UDS 'NC I ED THU`� C,177'1:�ET cRO.,N� STAPLES �d) 6"
<br />0 C, VEPT lt,�TC, STUD3
<br />STAPLES BETWEEN STUDS AS SHCA'N
<br />I ' OTE Ci 7HIj_,-, -
<br />v
<br />METAL LATH ATTACHMENT DETAIL
<br />REV. 09.24.2-1 SCALE� 3:4" I'-C"
<br />'DETAIL EACEEDS T HE RI-EQU IREMENT S FL)R
<br />**ONLY APPLIES TO LENNAR TPAjjAX.**
<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 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 C 186 1.
<br />101-01,
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME __//7 H C G
<br />GARAGE SIDE 000
<br />5'-0"
<br />'00
<br />CD
<br />19 -1
<br />STUB -OUT FOR r _0" in
<br />11 ? 1P -1
<br />GAS METER 0
<br />C:1
<br />0
<br />M:
<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 />1014.
<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'-l"
<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 />011
<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 />15-4"
<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 />Ld
<br />an
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDG F I INF
<br />+ j4-
<br />+ + + + + + + +
<br />9
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />. .
<br />. . . . . . . . . zo ..
<br />. . . . . . . . . . . . . .
<br />i- +
<br />4f
<br />. . . . . . . . ...
<br />. . . . . . . . . . . . ..
<br />. .
<br />+ +
<br />4- +
<br />+ 4
<br />+ +
<br />+ _0 (TYP.)
<br />_0" (Typ)
<br />4'-0"
<br />+ + +
<br />+
<br />+ +
<br />+ +
<br />4-4'
<br />+ 4
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />* 4
<br />+
<br />+
<br />+
<br />+ +
<br />4- +
<br />+ 4
<br />+
<br />+ .
<br />+
<br />//,
<br />+
<br />. .
<br />+ +
<br />+ +
<br />. .
<br />+
<br />+
<br />I
<br />+ + + + + + + +
<br />.
<br />. . . . . 7, +7
<br />+ +
<br />+ +
<br />+ + C)
<br />/++-+4+
<br />+ +
<br />+ + . . . .
<br />4- +
<br />* 4
<br />. . . . . . . C6
<br />+
<br />+ + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ . + + +
<br />+_ +
<br />\-RIDGE LINE
<br />140 MPH (ult) 3 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 I
<br />4" O.C� @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 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 2-3/8 INCH NAIL LENGTH
<br />FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<br />NOTE: I
<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 />BCI J oist
<br />Backer Block
<br />.
<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 />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 />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 />FILL CELL�� STD. 900 HOOK BOND BEAM
<br />F........
<br />U)
<br />Lu
<br />M
<br />STD. 90'
<br />CONT. #5
<br />CONT. #5 HOOK
<br />7-=
<br />-7-
<br />BAR
<br />BAR
<br />E
<br />.,.-
<br />.. _ � � 4�1
<br />� _...
<br />__ � ..
<br />.. .........
<br />.........
<br />t'
<br />..... .
<br />.
<br />#5 CONT.
<br />ROM
<br />-IF_-IF-][
<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 RE Q'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. I Small gap 2" min.
<br />2" "
<br />. 4
<br />max.
<br />Clinch nails
<br />when
<br />possible /\
<br />L
<br />1) Support back of web during nailing to prevent damage to 7 7
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit u
<br />q
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />2x4/Plywood/OSB wet stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails
<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
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
<br />- Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />N.T.S. - Under 2nd floor column w/ loads
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer = 1900 plf max. along bearing wall
<br />BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer
<br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or 2
<br />Load bearing wall must stack beam below Load bearing wall must stack over
<br />over squash=20 blocks and
<br />*Non -stacking walls blocking and wall or beam below.*
<br />wall or beam below
<br />�
<br />0
<br />w
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series I Depth I End Intermediate
<br />BCI 5000so
<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 />d
<br />BC16000so
<br />BC16500so
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />—
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 60e
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />5-8d
<br />14"
<br />2-8d
<br />16"
<br />2-8d
<br />6-8d
<br />SUR
<br />BCI 90
<br />11-7/8"-
<br />3-16d
<br />3-16d
<br />14"
<br />5 16d
<br />5 16d
<br />16"
<br />1�ud��-16d
<br />SIMPSC
<br />wl (22)
<br />NAILS I
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)'
<br />NAILS I
<br />R TRUSS
<br />'OP PLATE
<br />J.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />TYPICAL SIMPSON HETA20
<br />Plumbing HETAL20 INSTALLATION
<br />require additional
<br />.
<br />� Joist
<br />consideration. Check -When joists meet over wall, provide
<br />local building 13/4" minimum bearing for each. I -Joist can be offset
<br />code for appropriate One 10d box
<br />details in
<br />areas=20 of high or--20 sinker fl
<br />lateral load. nail each side
<br />at bearing.
<br />k
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or
<br />Glularn Beam 0
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />for each lapped joist. use i uaxi" naiis at b"O.C. Tor an joist
<br />blocking panel *Non -stacking walls
<br />1 Od nails require additional consideration.
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />DIMENSION OF LARGEST HOLE
<br />D
<br />NOCKOUT EXEMPTS)
<br />(see table below)
<br />D
<br />(see table below)
<br />0
<br />F1 W16&�M - =
<br />C.0
<br />1%
<br />A %" ROUND HOLE
<br />6" 1 6"
<br />CANTILEVER LARGER THAN 1J/2"
<br />MAY \-DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN
<br />THE WEB. PROVIDE AT ^OUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />2"
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y
<br />Round Flole-Dian--ieter (in)
<br />12
<br />13
<br />4
<br />15
<br />6 J7
<br />8 -
<br />8.875
<br />10
<br />Ill
<br />12
<br />1 3
<br />Rectangular Hole Side (in)
<br />12
<br />3
<br />5
<br />6
<br />B
<br />9
<br />10
<br />Any 16" joist
<br />S pan (ft)
<br />8
<br />1 --0"
<br />1 - 1
<br />--2
<br />V-'2"
<br />1_'�_3"
<br />V-3"_
<br />V-7"
<br />V-11"
<br />2'-4"
<br />2'-9"
<br />3'-2
<br />3777-1
<br />12
<br />1,-o,,
<br />P-P,
<br />3'-7"
<br />16
<br />V-0"
<br />V-1"
<br />1'-2"
<br />V-2"
<br />V-7"
<br />2'-5"
<br />7'
<br />6'-4
<br />20
<br />V-0"
<br />V-1 "
<br />V-2"
<br />V-2"
<br />2'-0"
<br />T-0"
<br />4'-0"
<br />4'-10"
<br />ik�j
<br />15'-1 1 "
<br />6'-11
<br />1 T- 11
<br />8,-1 1 - �
<br />24
<br />V-D"
<br />I'_1"
<br />2'_7"
<br />4'-q"
<br />8�-4"
<br />1 9'B"
<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 />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />1�lnstall tight to.top flange.
<br />Jc
<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"-2" gap
<br />:V ;1
<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"-Z' 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
<br />required if,,anger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />— - —
<br />.17. 7
<br />1 /_0*6 X Joist
<br />. / .1 depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />AIN. EMBEDMENT
<br />SCHEDULEFOR
<br />AND QUANTITY
<br />)FFASTENERS
<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) 1 Od x 1 1/2" REQUIRED)
<br />NAILS
<br />110A
<br />x 1 1 /2'
<br />015ff
<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" 1 , /
<br />CENTERED @ PIPE PVC OR SCH40 SLEEVE
<br />A/C CHASE 4" PVC- PENETRATION
<br />SLEEVE THRU STEM
<br />r,_
<br />4 4
<br />WALL
<br />I I 1E1 1E21 1 1 1E] I FEI I 1�
<br />�,w la I I
<br />4,
<br />'� _11 � 16
<br />11=1 E
<br />IS = - -111=1= 1� �11- F10
<br />11— '. it
<br />FINI,5H GRADE 11
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />)f X X
<br />I -
<br />, I
<br />dr, 1, 1
<br />IJ r
<br />I
<br />7. , \\- (2) #5 REBAR
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />--T
<br />FrF_
<br />L
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />7K
<br />12" BELOW
<br />PIPE VERTICAL THRU FND.
<br />GRADE
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4- 0"
<br />@
<br />PLUMBING LINE
<br />PENETRATION-\
<br />CENTERED WE
<br />TI_ I
<br />C�
<br />ISEE 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 />FF PLUMBING LINE
<br />TYP. FND. PENETRATIONS _46_
<br />4 4__
<br />- N.T.S. 4
<br />SCALE.
<br />4 /4
<br />4
<br />A
<br />/*
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />OCT 2
<br />Inc.
<br />virtuat Review Assist,
<br />v
<br />,,nve
<br />plans Review completed and appro e
<br />for Compliance with the 2020 FBC 7th Editiou
<br />by Bebra Anne Wtahr PX2300
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<br />LASTPLOTOATE
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<br />Jul. 21, 22
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<br />DLTAILS
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