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<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
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<br />-0" (TYP.)
<br />6'-0"
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<br />6-4'
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<br />++++++++
<br />+
<br />15/32" CDX
<br />PLYWOOD OR
<br />7116" OSB
<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 />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: * 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"
<br />5000s 1.8/1.7
<br />p nel
<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 — + 518" 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 />k
<br />Filler blocking
<br />x /
<br />1/8" gap
<br />k /
<br />/
<br />FILL CELL
<br />STD. 90° HOOK BOND BEAM
<br />w
<br />..... .... ... ......
<br />¢ STD. 90'
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />LTO
<br />BOND BEAM
<br />v 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 PLYWOOD FLOOR
<br />COLUMN AND SHEATHING PER PLAN
<br />CONNECTION TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGITJI
<br />~MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min.) Small gap 2" min.
<br />2" max. 4" max.
<br />i�
<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 4" max.
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION topflanguthe ofcuts.
<br />- Birdsmouth cuts. N.T.S.
<br />Under 2nd floor column w/ loads
<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 over squash=20 blocks and
<br />require additional wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for appropriate ;V
<br />1/16"
<br />details in One 10d box
<br />areas=20 of high or-20 sinker
<br />lateral load. nail each side
<br />1 0'-0" at bearing.
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE O O O
<br />0. 5'-0" -
<br />STUB -OUT FOR 1 �_�+� o 0
<br />GAS METER O °
<br />U
<br />0
<br />CV =
<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 />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) 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 />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 />15'-4"
<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 />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c.
<br />Load bearing walls
<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 />i/ Provide adequate bearing
<br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />(quash block) 10dnails SECTION @INT. BRG. WALL require additional consideration.-
<br />2x4 minimum
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />6" A 1 z' ROUND HOLE MAY 61, 6", DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%"
<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%"
<br />S
<br />4 -0
<br />1f -'I`
<br />'I' 2
<br />142"
<br />1'-3"
<br />1-3'
<br />4'-7'"
<br />1'-11 `
<br />'-4'
<br />2,-9'
<br />S'- '
<br />S' 7,"
<br />_
<br />A 10 jr i f
<br />12
<br />'I'- '
<br />1""
<br />.1, .
<br />1,-2.
<br />I''-5,.
<br />1,Lg.
<br />Z-4"
<br />'-11"
<br />S'-7"'
<br />4_2'"
<br />4'
<br />S-4
<br />- ._.._
<br />11S
<br />1't'"
<br />1,_1,"
<br />11-2"
<br />1,^2,"
<br />1._7 °
<br />3'-2°
<br />?I'-1[J..,,,.
<br />6,_
<br />,7-2
<br />"
<br />20
<br />1,,"
<br />1'-1„
<br />1, 2.
<br />1'2'°
<br />2 {Y.
<br />3'-J.
<br />4'-{J'"
<br />4'-10"
<br />S'-11'"
<br />6'-11,.
<br />7''-1,°
<br />S'-11,.
<br />24
<br />T-0'"
<br />1,-1,.
<br />1 Z'
<br />1'-3"
<br />2' 9'
<br />3' 7"°
<br />4-`
<br />6'-10"
<br />7-2'
<br />Ste„
<br />�, ,
<br />10,E
<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%" 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 Bearing Location
<br />Series Depth End Intermediate
<br />®
<br />BCI5000s
<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 />BCI6000se
<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 />BCI60s®
<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 />BC190s®
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />__J
<br />6-16d
<br />Plumbing
<br />Joist
<br />�When joists meet over wall, provide
<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 />Joist hanger
<br />USP
<br />MUC
<br />5/8"0
<br />THRU
<br />BOLT
<br />US
<br />ML
<br />R TRUSS
<br />'OP PLATE
<br />I.0
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HUS INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL HTA 20-18 / HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.) ;III —III —I I I —I I I-Tll—t�hl I I
<br />Nail with 10-10d nails. -I 11=1 11=TI 1=T—%
<br />Install tight to top flange. SLEEVE THRU STEM
<br />SEE PLAN FOR
<br />FOUNDATION INFO a ^ 4''
<br />STEM FOUNDATION
<br />\ \ GRADE
<br />Filler block. r
<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 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 />eb 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 />I 0.6 X Joist
<br />p j�depth
<br />of
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />REINF. SEE PLAN
<br />rvu �.nri�� 4 r_v�l
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />LC
<br />SE
<br />HTA 20-18 / HTA 20
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d x1 1/2" NAILS
<br />UPLIFT =1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @ PIPE
<br />PENETRATION
<br />d" a
<br />a
<br />:I I I WI I I —I
<br />WI I f=1 .
<br />11=1 I I— o
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />i—PVC OR SCH40 SLEEVE
<br />�• - d
<br />° 1=1I1=III-
<br />• IIlIIi� �I�
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4'-0`
<br />CENETERED @ PIPE
<br />PENETRATION
<br />/r_
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />d
<br />m •°• •
<br />°
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />CENETERED @ PIPE
<br />PENETRATION
<br />PVC OR SCH40 SLEEVE
<br />PLUMBING LINE
<br />° atd a n
<br />T ° T .Q
<br />SEE FND. PLN.
<br />SIZE & REINF.
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<br />To the best of the Engfd`eedsJnowledge, i for ation, and
<br />belief, the structural plans a �cis�i�fiL�FioiT`s'contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: ERAND
<br />VERSION N0. 2.0
<br />SHEET NO.
<br />SIN 1
<br />
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