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CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />LU
<br />—1
<br />in
<br />0
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINF I
<br />+ +
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<br />+ + + + + + + + + + + + + +
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<br />. . . . . . . . . . . . . .
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<br />+ 44
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<br />. . . . . . . . . . . . . .
<br />+ +
<br />+ +
<br />4- +
<br />+
<br />+ +
<br />1.01. (TYR)
<br />'_O" (Typ)
<br />6'-0"
<br />-4
<br />6-0"
<br />+ 4
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />4- +
<br />+
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<br />+ +
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<br />+
<br />+ 4-
<br />+ +
<br />4 +
<br />+
<br />+ + + +
<br />+ + + + +
<br />+ +
<br />+ +
<br />4-+
<br />+ + + +
<br />+4
<br />7+4+
<br />+ +
<br />+ + + + + +
<br />+ + + + + + +
<br />+
<br />+
<br />+ + + + ++ + + +
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<br />cl�j
<br />15/32" CDX
<br />PLYWOOD OR
<br />7/16" OSB
<br />I \—RIDGE LINE
<br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES &
<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 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />NOTE: I- 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 />Series
<br />Thickness
<br />Filler Block Thickness
<br />3/4" or 7/8"
<br />5000s 1 �8/11.7
<br />wood panels
<br />Two 3/4" wood panels or 2 x
<br />1-1 /8" or two 1/2"
<br />6000s 1.811.7
<br />wood panels
<br />2 x — + 518" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.811.7
<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 CELL
<br />STD. 900 HOOK F BONDBEAM
<br />7
<br />STD. 90'
<br />CONT. #5
<br />CONT. #5 HOOK _\
<br />— —
<br />BAR
<br />BAR —\
<br />IN
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />LISP
<br />Muc
<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 />'Do
<br />PLYWOOD FLOOR
<br />COLUMN AND
<br />SHEATHING PER PLAN
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING!TJI
<br />Irposts
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION
<br />@ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min 2" min.
<br />�,, __' I Small gap 11 1
<br />_ma x,
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection. z
<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 />2x4/PIywood/OSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails A'� —
<br />2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible, Stagger rows from opposite required when inal tea or 1b' 16-
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - 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 column wil loads
<br />N.T.S. higher than 15001h
<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 over squash=20 blocks and
<br />require additional wall or beam below.*
<br />consideration. Check
<br />0,
<br />w
<br />local building
<br />code for appropriate
<br />details in One 10d box
<br />areas=20 of high or=20 sinker
<br />lateral load. nail each side
<br />101-011
<br />at bearing.
<br />TANK -LESS W/H
<br />H C G
<br />000
<br />U)
<br />5'-0"
<br />STUB -OUT FOR 0
<br />LO
<br />GAS METER 0 0
<br />C o
<br />9 F—
<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 />101-81,
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.0 -
<br />13'-9"
<br />(3) 16d TOENAILS
<br />2" X 10" @ 16" O.C.
<br />16-51'
<br />(1) USP HTW20 OR (3)16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'-3"
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />61-111
<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 />111-0.1
<br />(2) 16d TOE NAILS
<br />2" X 10" @ 24" O.C.
<br />13'-0'1
<br />(3) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />164"
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap -
<br />Provide adequate bearing
<br />for each lapped joist.
<br />Squash block —10d nails
<br />(2x4 minimum) SECTION @ INT. BRIG. WALL
<br />Bearing wall, Vers7a-LamLVL or N.T.S.
<br />Glulam Beam 0
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D
<br />(see
<br />(KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />DO NOT cut, notch (see table below)
<br />or drill flanges
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing Location
<br />Series I Depth I End Int rmediate
<br />@ 9-1/2" 1 2-8d 2-8d
<br />BC15000s 11 -7/8" 2-8d 3-8d
<br />14" 2-8d ___-5--8d
<br />9-1/2" 2-8d 2-8d
<br />BC16000se 11-7/8" 2-8d 3-8d
<br />— 2
<br />BCl 6500se 14" -8d 5-8d
<br />16" 2-8d 6-8d
<br />11 -7/8" 2-8d 3-8d
<br />BCI 60sP 14" 2-8d 5-8d
<br />16" 2-8d 6-8d
<br />11- /8' 3_ 1 6d 3-16d
<br />BCI 90s8 14" 1 5-16d 5-1 6d
<br />6' 16d 6-16d
<br />I
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer = 1900 plf max. along bearing wall
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />Required on interior walls : - for vertical load transfer __,,,,.,--PIumbii g
<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 />LJ
<br />loc'
<br />Whe
<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 />N.T.S.
<br />Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. —
<br />I<Ae It 6 L#
<br />r77 A %" ROUND HOLE MAY 6,'7 6"^ \-DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<br />THE WEB. PROVIDE AT ?e-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 %"
<br />Required on interior walls : - for vertical load transfer __,,,,.,--PIumbii g
<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 />LJ
<br />loc'
<br />Whe
<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 />N.T.S.
<br />Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. —
<br />I<Ae It 6 L#
<br />r77 A %" ROUND HOLE MAY 6,'7 6"^ \-DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<br />THE WEB. PROVIDE AT ?e-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 %"
<br />8
<br />1 '-0"
<br />11 '-1 "
<br />1 '-2"
<br />11 �-2'
<br />1 V-3"
<br />1 �-3"
<br />1 1 �-7-
<br />V-11 1 "
<br />1 74"
<br />2-9"
<br />1 3'-2"
<br />3'-7" 1
<br />Kn_ —yf6; j _oi s t
<br />12
<br />V-0"
<br />V-11"
<br />V-2"
<br />V-7
<br />V-3-
<br />l'-9"
<br />2-4-
<br />2'-11'
<br />3�-71
<br />4'-2"
<br />4'-9-
<br />5-4"
<br />Span (ft)
<br />16
<br />V-0"
<br />V-11
<br />V-2"
<br />V-2"
<br />1 �-7"
<br />2-5"
<br />3'-2"
<br />3-10"
<br />4-9"
<br />6-7"
<br />6'-4-
<br />7�-2-
<br />20
<br />V-0"
<br />V-11"
<br />V-2"
<br />V-2"
<br />2'-0"
<br />3'-0-
<br />4'-0"
<br />4'-10"
<br />5!-Il"
<br />6!-11"
<br />7�-1 1 "
<br />8,-11
<br />24
<br />V-0"
<br />V-11"
<br />V-2"
<br />11-4-
<br />2'-5�
<br />3'-7"
<br />4',9'
<br />5'-10"
<br />7'-2"
<br />8'-4"
<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 />7.1)/2" 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 />5/81
<br />THRU
<br />BOLT
<br />U�
<br />M �
<br />R TRUSS
<br />'OP PLATE
<br />I.0
<br />HTA 20-18 / HTA 20
<br />INSTALLATION @ MID SPAN
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />AIN. EMBEDMENT
<br />SCHEDULE FOR
<br />- AND QUANTITY
<br />)FFASTENERS
<br />USP RT16 USING
<br />i 16-8d x1 1/2" NAILS
<br />" t-,_ A UPLIFT = 1030#
<br />TYPICAL RT16 INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @1 11 E I
<br />PENETRATION
<br />4'
<br />A. 4
<br />J\
<br />FINISH GRADE
<br />TYPICAL HTA 20-18 / HTA 20
<br />INSTALLATION I TYPICAL MTW INSTALLATION
<br />A/C CHASE 4" PVC -
<br />SLEEVE THRU STEM
<br />WALL
<br />NOTE:
<br />LOCATION OF UPLIFT VALUE
<br />SECOND RT11 IS BASED ON
<br />S. P. F.
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />Install &tight to top flange. SLEEVE THRU STEM
<br />-OR
<br />4. — 4'�
<br />SEE PLAN FOR *44
<br />0
<br />FOUNDATION INFO 4'
<br />STEM FOUNDATION
<br />r— GRADE — MEAKIE CIE= M1 A ki
<br />Filler block.
<br />Nail with
<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 />Backer Block, ---
<br />"Top Mount" "Face Mount"
<br />Backer block shall be tight Backer block shall be fight
<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 />hai ht
<br />, U
<br />requirements
<br />7
<br />0.6 X Joist
<br />D depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />iLvt- t_ntiar_,+ rvu
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />Joist hanger
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />C NETERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />-d [41
<br />4 4<.
<br />4
<br />;d .4
<br />J= III -
<br />SEE FIND. PLN.
<br />SIZE & REINF.
<br />e-
<br />SEE FND. PLKI I
<br />SIZE & REli�
<br />12" BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />TOP (2) #5's x 4'-0" — PVC OR SCH40 SLEEVE
<br />CENETERED @ PIPE PLUMBING LINE
<br />PENE
<br />TRATION
<br />------------- - �_4 L
<br />= ;2�
<br />4
<br />A
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
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<br />belief, the structural p 5 pecl ica ions c
<br />within these drawings cor�p
<br />nt
<br />Building Code- Reside ialfth=f
<br />signature and seal is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />and seal.
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<br />SCALE AS NOTED
<br />DATE 1/5/2018
<br />TECH: MIAMES
<br />VERSION NO 10
<br />SHEET NO.
<br />SIN 1
<br />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c.
<br />Load bearing walls -,—
<br />TYPICAL HUS INSTALLATION
<br />
|