|
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METALLATH
<br />WALL SHEATHING
<br />X
<br />;Q-q t
<br />X-3
<br />16G-Axl-l'I" LONG (314%l -CROWN)
<br />... .. .....
<br />STAPLES @ 6- O.C. VERT BETWEEN- 16GAxl-112" LONG (34'-1"
<br />ROWN) STAPLES( @ 6'
<br />STUDS (NOTED THUS:—) - OFFSET
<br />STAPLES B1117WEEN STUDS AS SHOWN O�C. VERT INTO STUDS
<br />(NOTED THIUS:—)
<br />METALLATHIATTACHIMENT C)ETAIL
<br />REV. 09.24.21 SCALE� 314" V-01"
<br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH.
<br />'**ON[2e APPLIES TO LENNAR TPAIJAX**
<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. VIERTICALLY/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 />101-011
<br />TANK-LESSW/H
<br />STUB -OUT FOR
<br />0
<br />GAS METER
<br />H C G
<br />000
<br />1 1-011 C)
<br />U-)
<br />9
<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" C.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'-3l'
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />61-1
<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 />(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 TOENA ILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />LU
<br />J
<br />co
<br /><
<br />CrJ
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />PinrF- i mip:
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<br />. . . . . . . . . . . . . ...
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<br />+ 4
<br />+ +
<br />+
<br />+ 0., (T
<br />4'4'
<br />+
<br />+
<br />4'4'
<br />+ 4
<br />+ +
<br />+
<br />. .
<br />+
<br />. +
<br />+ +
<br />+
<br />+ 4
<br />+
<br />. .
<br />+ 4
<br />. .
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+ 4
<br />. .
<br />+ +
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<br />. . . . . . . .
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<br />. . . . . . . . .
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<br />\+ + + + .1 4-
<br />+
<br />15/3211 CDX
<br />PLYWOOD OR
<br />7/16" OSB
<br />\—RIDGE LINE
<br />140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.C. &
<br />4" O.C. @ GABLE END WALL OR GABLE TRUSS
<br />8d RING SHANK NAILS @ 6" O.C. EDGES &
<br />8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH
<br />16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />2-3/8 INCH NAIL LENGTH
<br />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: 1
<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
<br />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 />BCl Joist
<br />Backer Block
<br />Series
<br />Thickness
<br />Filler Block Thickness
<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 />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 />1/8" gap
<br />FILL CELL---\ STD. 90' HOOK BOND BEAM
<br />U)
<br />.
<br />. .. ....
<br />71LU
<br />STD 90,
<br />...
<br />CONT. #5
<br />CON T. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<br />... ......
<br />........................
<br />....
<br />..........
<br />...........
<br />..........
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />1
<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 />above to bearing below. STUDS
<br />SECTION @ INT. BRIG. WALL
<br />N.T.S.
<br />1/81, min ,
<br />2"
<br />2" m n.
<br />Small gap
<br />"
<br />.
<br />4
<br />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 />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 stiffen in.
<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 />16" 6-
<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".
<br />- Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor col,,mn IAI/ 1f)Mf`1Q
<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 />0
<br />over squash=20 blocks and
<br />require additional
<br />wall or beam below.'
<br />w
<br />consideration. Check
<br />local building
<br />—f
<br />,4k
<br />code for appropriate
<br />details in
<br />One 10d box
<br />Lor=20
<br />areas=20 of high
<br />sinker
<br />lateral load,
<br />nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam L L 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 />Boise Joist Blocking
<br />Use 3" (1 Od) nails at 6" o.c.
<br />Provide adequate bearing
<br />for each lapped joist.
<br />10dnalls
<br />SECTION INT. BRIG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />(see table below) (KNOCKOUT EXEMPTS)
<br />D
<br />(see table below)
<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 />blocking and wall or beam below.*
<br />Joist
<br />'o
<br />hen joists meet over wall, provide
<br />W
<br />13/4" minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />L
<br />3" max
<br />JOISTS OFFSET
<br />Use 1 0dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.
<br />co
<br />A 1)/2" ROUND HOLE M
<br />6" BE CUT ANYWHERE IN LARGER THAN
<br />CANTILEVIER
<br />AY DO NOT CUT HOLES
<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 />'Ro , 401011��:
<br />Sid (,in)-
<br />6,
<br />7
<br />5.1075
<br />10
<br />ro
<br />11
<br />8,
<br />13
<br />Any 16" jo�st
<br />S pan r,)
<br />-
<br />8
<br />1'0"
<br />V-1"
<br />V2
<br />V-2-
<br />V-3"
<br />V-3"'
<br />V-7-
<br />V-11"
<br />2-4!'
<br />2'-9-
<br />3'-27
<br />3,-7-
<br />12
<br />V-0"
<br />I �-V*
<br />V-2"
<br />V-24
<br />V-3`
<br />V-9"
<br />2'-4"
<br />2ll-ll"
<br />3'-7"
<br />4'-2-
<br />4'-9"
<br />5'-4"
<br />16
<br />V-0"
<br />I'-! "
<br />1 �-2"
<br />V-2"
<br />1 �-7"
<br />2'-5'
<br />3!-2"
<br />3!-10"
<br />4'-9"
<br />5W'
<br />6-4"
<br />7�-2'
<br />20
<br />V-0"
<br />V-1"
<br />V-2"
<br />V-2"
<br />2�-O"
<br />3'-0"
<br />4'-0"
<br />4'-10='
<br />5'-11'
<br />6'-11"
<br />7'-1 1',
<br />81-11"
<br />24
<br />V-10"
<br />1�1",
<br />V-2"
<br />V-W
<br />2�-5"
<br />3--7-
<br />4'-9-
<br />8-4-
<br />, 9`-6-
<br />_w-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 />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 CENTERILINE 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 />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<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 />A
<br />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails,
<br />-,_Install tight to.top flange.
<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 />-'gap—�/Z_
<br />1/4-2
<br />kBacker 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 />1
<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 />Web stiffner as
<br />requirements
<br />—7.
<br />VO.6 X Joist
<br />depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series I Depth I End Intermediate
<br />BCl 1111s�
<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 />5-Td--
<br />BCI 6000so
<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 />1 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 />BCI 90se
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16d
<br />6-16d
<br />SIMPSC
<br />wl (22)
<br />NAILS I
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS T
<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 />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)FFASTENERS
<br />TYPICAL SIMPSON HETA20
<br />Plumbing HETAL20 INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />SLEEVE THRU STEM--/
<br />SEE PLAN FOR-
<br />A
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />(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 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 />UPLIFT= 1015#
<br />TYPICAL SIMPSON H10A
<br />10A
<br />xl 1 /2'
<br />ID 151
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />HTS INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br /><
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />.4
<br />L4 /I IEEd I M
<br />4.
<br />1
<br />I r
<br />F-
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />le
<br />PIPE VERTICAL THRU FND.
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />PENETRATION PLUMBING LINE
<br />CENTERED @ PIPE
<br />- - - - - - - - - - - - - - - - - - - - - - - - -
<br />co
<br />L
<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 />F�-
<br />4 N;q .4
<br />46
<br />..
<br />fi-5
<br />FEI-11 � 11,
<br />4
<br />4 i� ,
<br />< 7z-
<br />SEE FND. PLN,
<br />SIZE & REINF. UL 2 1 23
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FEIC 7th Edition
<br />by Debra Anne Klabr PX2300
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