|
THIS DETAIL 0,NLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED rAETAL LATH ATTACHMENT,
<br />METAL LATH - '"-)ALL SHEATHING
<br />16G4w1-1`2"" LOI4GL ,114M"_1" CRC, N't
<br />Twl I -ES S'" iO.0 '��EEC"T FrET'W.-EEC MAXI j - 1+ 1 ~" L1 r," 1"
<br />"STUDS I� Iy�TEC� THUS:— I �:1FP�ET I I I w I ;�7,,QV`v'N) STAPLES .
<br />7APLES IBE7A'EIEN GTUIDS'A'S SHOWN _-__.._...w.. r)M......_.,. uD,C.VERT INTO STUDS
<br />110TESr THUS:--)
<br />REV. 09.24.21 SCALE: 3'4" _ T-O""
<br />`DETAIL E ICEEDS THE RE,OtJIREMENTS FOR F'SC!R 70.71.1 LATH -
<br />"ONLY APPLIES TO LENNAR T°.� -JA1 yA-
<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 />N
<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-5"
<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 />(3) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />1514"
<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 />w
<br />m
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />Rtf)GF I INF
<br />+ +
<br />+ + t + t + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + + �
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ +
<br />+
<br />+ -0" (TYP.)
<br />+
<br />+
<br />+ +
<br />+++
<br />+ +
<br />+ + l
<br />9�Fj-
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />++++
<br />+
<br />+ +
<br />++ +
<br />++++++ + +
<br />+
<br />+ + + + + +++++
<br />++
<br />++
<br />+
<br />+ + + + + + o
<br />t +
<br />+ + + ++ + + + +
<br />++
<br />+
<br />+ + + + + + + + Ea
<br />+
<br />+ + + + + + + +
<br />+ +
<br />++
<br />+++
<br />++
<br />+
<br />15/32" CDX I
<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 />NOTE: FOR 8d RING SHANK NAILS 0.113x 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 />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" orp
<br />5000s 1.8/1.7
<br />nel
<br />wood panels
<br />Two 3/4" wood panels or 2 x -
<br />P
<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 />FILL CELLS STD. 90° HOOK BOND BEAM
<br />CONT. #5
<br />BAR
<br />#5 CONT.
<br />FROM
<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 />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 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 @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. 2" min.
<br />)Small gap
<br />2"
<br />max. � 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
<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 required when indicated or
<br />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 LEAVING Y8' 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 column wi marl.-
<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 appropriate
<br />1/16"
<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 O
<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 />I E.... �n /i AA\ ,, H, .,. all ,. ,.
<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 />for each lapped joist. use i uaxs nans at n O.G. Tor an foist
<br />blocking panel *Non -stacking walls
<br />10d nails SECTION @INT. BRG. WALL require additional consideration.—
<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 />Zo ❑ Co
<br />A 112" ROUND HOLE MAY DO NOT CUT HOLES
<br />6' BE CUT ANYWHERE IN 6 6" „
<br />CANTILEVER LARGER THAN 12
<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 Z"
<br />Round Hole Dameter (ire)
<br />2
<br />3'
<br />4.
<br />5
<br />6'
<br />'
<br />8
<br />8 "87'S
<br />10�
<br />11
<br />12
<br />13
<br />RectangularHo. e Side; (Ire)
<br />L'
<br />�-
<br />10
<br />Ark"qI 161 'lis.fi
<br />`3 f "' n Vft,
<br />- '
<br />3
<br />42
<br />F-
<br />1'-C
<br />1" I „"
<br />1T-3''""
<br />l
<br />1
<br />l r
<br />1
<br />1
<br />1 3"
<br />..._
<br />1' ,,
<br />"tl',,'_"t
<br />l
<br />2'-:1
<br />_.,__.
<br />1 1
<br />..11
<br />4'
<br />3 7
<br />_...
<br />9""
<br />t.2""
<br />a �,"
<br />4, 9
<br />7"'
<br />. 4v"
<br />I
<br />i °-U
<br />1 ° l''
<br />T "
<br />.i'-2""
<br />1-7
<br />2 -7
<br />ZF
<br />^-1't"'
<br />�.'_g"
<br />s-m •7""."
<br />C . 4°,a
<br />—2
<br />20
<br />`1; "'
<br />l "_ ,
<br />1 " ��""
<br />1 .2
<br />' '3 ,1,
<br />W)"�u�1'`
<br />4'-0"
<br />4 "- l ('Ji " i
<br />b"-1 .11
<br />11 1,
<br />T" 'd�,1 m° '�
<br />8" I'"p
<br />24
<br />1" 0„
<br />.l,_I ,
<br />I "_28",
<br />l 3"
<br />2 "
<br />wl" P ",,
<br />4"-C
<br />q'�
<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 CUTOUT. 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 />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 />5-8d
<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 />BCI60e
<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 />BCl90su
<br />11-7 "
<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 />w/ (22)
<br />NAILS T
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />wl (22)
<br />NAILS T
<br />R TRUSS
<br />'OP PLATE
<br />I.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 />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL20 INSTALLATION
<br />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 />Jc
<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_
<br />VC PENETRATION
<br />SLEEVE THRU STEM
<br />WALL A'
<br />a
<br />„I 1-1 11, I I 1=r11=1 I l e a a I 1=i 11=1 I I, ,III- I
<br />_III-1I I-11 I-1I I-1I I-1I I FINISH GRADE
<br />Backer block (12" wide min.) =rl I I I I ITI I I I I I I IT= -III _
<br />Nail with 10-10d nails. -
<br />Install tight to top flange. SLEEVE THRU STEM °
<br />SEE PLAN FOR °• Q . • . °
<br />FOUNDATION INFO d
<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 Its.
<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 />p depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />REINF. SEE PLAN
<br />wt, UNA, 4 rvl,
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />ILA
<br />SEE FND, PLN.
<br />SIZE & REINF.
<br />12" BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />CENTERED @ PIPE PLUMBING LINE
<br />PENETRATION-\
<br />--- ----------r---------
<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 />_ Q — o _ ° _ °a.
<br />a ,a 11=111=111
<br />-III—III�—�I a / I —III —III-
<br />4-4--
<br />SEE
<br />FND. PLN.
<br />ol SIZE & REINF.
<br />JUN 7 7 202
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2028 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
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<br />LAST PLOT DATE
<br />May. 8, 23
<br />STRUCTURAL
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<br />z 0
<br />J
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