|
THIS DETAIL ONLY REFERS TO THE DIAI`,AOND-MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METALLA,rH
<br />16GAxl-1\2" LONG (3/4"-1' CROWN)
<br />STAPLES �—w 6" O.C. VERT BETWEEN
<br />STUDS (N'OTED THUS:—) - OFFSE7
<br />$7APLES BETWEEN STUDS AS SHOWN
<br />I 1
<br />f
<br />X
<br />
<br />WALL SHEATHING
<br />16GAx1-1.,`" LONG (314'l-l"
<br />CROWN) STAPLES (p 6"
<br />O.C. VERT INTO STUDS
<br />(NOTED THUS:-)
<br />METAL LATH ATTACHMENT DETAIL
<br />REV. 09.24.2`1 SCALE: 3/4" 14"
<br />"DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH*
<br />"ONLY APPLIES TO LENNAR TPA./JAX-*
<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/HORIZONITALLY 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 C1 063 &
<br />ASTM C1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />100-011
<br />H
<br />TANK -LESS W/
<br />5f-01'
<br />STUB -OUT FOR
<br />GAS METER 0
<br />a
<br />9
<br />H C G
<br />000
<br />-b 9 [0
<br />o. 1 8
<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.Ce
<br />T.5"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />10-41
<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 />81-611
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />111-011
<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 />1514"
<br />I
<br />(1) SIMPSONHTS20 OR (3) 16d TOENAILS
<br />I -
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i,e. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />LLI
<br />_J
<br />M
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />PInr.F I INJF
<br />+
<br />+
<br />+ + + + + + + + +
<br />+
<br />. .
<br />. . . . . . . . . .
<br />� +
<br />+ 44
<br />. . . . . . . . . �CD
<br />. .
<br />. .
<br />. . . . . . . . . .
<br />+
<br />+
<br />.
<br />.
<br />. . . . . . . . . Z� I
<br />. .
<br />. .
<br />. . . . . . . . . .
<br />+
<br />+
<br />. . . . . . . . . ..
<br />. .
<br />. .
<br />. . . . . . . . . .
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />.0 (Typ)
<br />(TYP.)
<br />4'-0"
<br />+
<br />+
<br />4'-0"
<br />+
<br />+
<br />+ + +
<br />. .
<br />+
<br />+ + +
<br />. .
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ -4
<br />. .
<br />. .
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ -4
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />\
<br />+
<br />+
<br />+ + + + + + + +
<br />. .
<br />. .
<br />. . . . . . . . .
<br />+
<br />.
<br />.
<br />+
<br />+
<br />+ + + + + + +
<br />. .
<br />. .
<br />. . . . . . . .
<br />+
<br />+ -1
<br />. . + + + Cb
<br />+/
<br />.
<br />. .
<br />k+
<br />. . . . . . . . .
<br />\++
<br />.
<br />.
<br />+
<br />+
<br />4, 4. 4. .4- + + +
<br />+ +
<br />+
<br />+ + + +
<br />+
<br />15/32" 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 />+ +
<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 />I 2-3/8 INCH NAIL LENGTH
<br />NOTE: FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE UTED
<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 />BCI8JoIst
<br />BackerBlock
<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 />60 2.0
<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
<br />BO N D B EAM STE P
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<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 />PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />SHEATHING PER PLAN
<br />COLUMN AND
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGITA
<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. 2" min.
<br />Small
<br />?" I
<br />gap "
<br />ax, 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 />web stiffen J2- min.
<br />2x4/Plywood/OSB er
<br />4) Place joists together and nail from each side with 2 rows of 10d nails
<br />required when indicated or 4" max. 16
<br />6-16
<br />at 12" o.c., clinched when possible. Stagger rows from opposite
<br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT - Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Ya" 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 column w/ loads
<br />N.T.S. higher thRn I rnnih
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1 900 pif 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 />w
<br />wall or beam below!
<br />k
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />Z—One
<br />details in
<br />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 />Boise Joist Blocking
<br />I 1— 1'- 11nA%
<br />for each lapped joist.
<br />Od nails
<br />SECTION INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />DIMENSION OF LARGEST HOLE
<br />D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<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 />Joist
<br />-When joists meet over wall, provide
<br />13/4" minimum bearing for each. I -Joist can be offset
<br />"
<br />se
<br />x
<br />" na
<br />s at
<br />"o.c.
<br />or a
<br />jo
<br />st
<br />blocking panel *Non -stacking walls
<br />require additional consideration. —
<br />bit UU I ANYWI-ItIrit IN
<br />� CANTILEVER
<br />THE WEB. PROVIDE AT
<br />LEAST 3" OF CLEARANCE
<br />V FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2"
<br />DO NOT CUT HOLES
<br />LARGER THAN 1)/2"
<br />ROUND IN
<br />CANTILEVERS.
<br />Round Holt. Diameter (in)
<br />2
<br />3i
<br />4,
<br />5
<br />6
<br />7
<br />8
<br />8._9�7_
<br />10
<br />11
<br />12
<br />13
<br />Rectangular Hole S Ide (in)
<br />2
<br />3
<br />5
<br />6
<br />8
<br />9
<br />10
<br />An� 16" jo�st
<br />S pan (ft)
<br />8
<br />V-0"
<br />V-1 "
<br />1!-2"
<br />V-2"
<br />V-3"
<br />V-3"
<br />V-7"
<br />V- 11 "
<br />2'-4
<br />2'-9"
<br />3'-2"
<br />T-7'
<br />12
<br />V-0"
<br />V-1"
<br />1%2"
<br />V-2"
<br />V-3"
<br />V-9"
<br />74"
<br />2'-1,1"
<br />3-7"
<br />4'-2"
<br />4'-9"
<br />5'-4"
<br />16
<br />V-0"
<br />I V- I "
<br />V-2"
<br />, V-2"
<br />, V-7-
<br />, 2'-5-
<br />, X-2"
<br />3'-10",
<br />4%9-
<br />, 5'-7"
<br />1 6'-4"
<br />7'-2"
<br />1,C)
<br />1,_0,,I1,_r
<br />V-2"
<br />1 V-2"I
<br />2!-0"
<br />13'-0'
<br />14'-0"
<br />14'-10"
<br />15'-11-16'-11
<br />17--111"
<br />1 8--1 1"
<br />F�1_1'7-_l
<br />"
<br />V-2"
<br />1 V-3"
<br />1 2�-5"
<br />13'-7"
<br />14!-9"
<br />15'-10"
<br />1 7�-2"
<br />1 8'4"
<br />1 9'-6"
<br />11 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 />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 avbid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />A/C CHASE 4" PVC -
<br />SLEEVE THRU STEM
<br />WALL
<br />..A .. .. .
<br />A :4 )i 9t
<br />- - - 00
<br />--I III 1=1 I 1=1 I- I
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />Install tight to top flange.
<br />I . � . �
<br />SLEEVE THRU STEM-/
<br />Joist hanger
<br />SEE PLAN FOR
<br />4
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<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 />1/4"-2" gap —
<br />Backer Block -1
<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 />D depth
<br />oom
<br />I -JOISTS BUCKETS
<br />N.T,S.
<br />GRADE
<br />REINF. SEE PLAN
<br />Web Stiffener Fastener Schedule
<br />Joist B aring Location
<br />Series --ff-epth I End Intermediate
<br />BCI 5000sp
<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 />5-8d
<br />BCI 6000S
<br />BCI 6500s@
<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 />5-8d
<br />"1611
<br />1 2-8d
<br />6-8d
<br />BCI 60se
<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 />11-7/81,
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />"
<br />d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<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 />\AIN. EMBEDMENT
<br />SCHEDULE FOR
<br />E AND QUANTITY
<br />)F FASTENERS
<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 />(WHEN
<br />SIMPSON H10A
<br />REQUIRED)
<br />w/ (18) 1 Od x 1 1/2"
<br />x 1 1 /2'
<br />NAILS
<br />LIPLIFT= 1015#
<br />015#
<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 />PENETRATION
<br />4
<br />4�
<br />4.
<br />�1 I 1=1 -= I A. = = -
<br />. a. .4
<br />- 1-111
<br />FINI� GRADE
<br />Jul
<br />F_
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />12" BELOW
<br />GRADE PIPE VERTICAL THRU F�Q Review Assist
<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 />Plans Review completed av
<br />201
<br />e with the 20
<br />tar complianc
<br />1
<br />by Debra Anne Kjahr
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />CENTERED @F
<br />PENETRATION
<br />)I�E PLUMBING LINE 1
<br />- - - - - - -
<br />- - - - - - - - - - - - - - - - - -
<br />- - - - - - - - - - - - - - - - - - -
<br />ro
<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 />CENTER @ PIPE
<br />PE ETRATION PLUMBING LINE
<br />.6 FIr— .
<br />7 4 4.1
<br />I EEI I [Eii A 411
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />4-1
<br />CY)
<br />N
<br />0
<br />C14
<br />;5
<br />0
<br />0
<br />00
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