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� I - - I I . , . - A a - 1, 1 . i 1_ - - I . � --i . ____ I— �__ _ — . : - A__IW0II
<br />�".Ji 11 11 �, - i .� _. - � 11. . - 1! t - I
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />N
<br />. . . . . . . . . . . . . . . . . . . . . . . . . ... . .
<br />+ + z . . . . . . . . . . . . . .
<br />* 4f . . . . . . + +
<br />. . . . . . . . . . . .. . . . . . . . . . . . . . . +
<br />+ + +
<br />* 4 + + +
<br />"
<br />_01� (TYP.)
<br />0"
<br />6-0" 6'-0"
<br />4- + +
<br />+ +
<br />+ + +
<br />4 . . . .
<br />+ + + +
<br />+
<br />+ +
<br />+ 4 + + + +
<br />U-1 + +
<br />X++
<br />15/32" CDX
<br />J + +
<br />+ + +
<br />. . . .
<br />PLYWOOD OR
<br />+ + +
<br />7/16" OSB
<br />+ 4' + + + + + + + + . . . . . . . + + + + + +
<br />+ + + + . . . . . . . . . . . . 4- +
<br />/++ 4,
<br />+ 4 + + + . . . . . . . . . . . .
<br />+
<br />x
<br />+ + I., + + + + + + +
<br />4- 4- -� y 4
<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" D.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"FOR8dRING ANK NAILS 0.113x2x3/8" RING SHANK COIL GUN NAILS MAYBE 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 />5000s 1.8/1.7
<br />3/4" or 7/8"
<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 />—
<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 CONS
<br />(Not required if both loa
<br />Filler
<br />1/8" gap
<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.
<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 1 Od nails
<br />2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6".
<br />DOUBLE JOIST CONNECTION
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 pff max along load bearing wall.
<br />Load bearing wall must stack
<br />over squash=20 blocks and
<br />"Non -stacking walls wall or beam below."
<br />require additional
<br />0,
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />101-011 details in One 10d box
<br />TAN K-LESS W/H 0. areas=20 of high or--20 sinker
<br />lateral load. nail each side
<br />M at bearing.
<br />51-01'
<br />-OUT FOR -1
<br />STUB
<br />GAS METER 0
<br />9
<br />H C G
<br />000
<br />I -oil
<br />CD _1 LO
<br />8
<br />i-
<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.C.
<br />T-5"
<br />(2) 16d TOENAILS
<br />2" X 6- @ 16- O.C.
<br />10'-81'
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />13t-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 />19-4-
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2" X 4" @ 2411 O.C.
<br />6-A
<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 f-011
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />131-0"
<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 />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or
<br />Glularn Beam
<br />Boise Joist Blocking
<br />I I-QP. 1" (1 Od) nnilq:;t R" n r
<br />Q�� Provide adequate bearing
<br />for each lapped joist.
<br />1 Od nails
<br />SECTION @ INT. BRIG. WALL
<br />N.T.S.
<br />�_Z MINIMUM SPACING = 2x GREATEST
<br />CKOUTS) OWED D DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES see e below) NOCKOUT EXEMPTS)
<br />(see tabl D
<br />(see table below)
<br />)t
<br />DO NOT cut, notch :;K
<br />or drill flanges
<br />FILL CELL:� STD. 900 HOOK BOND BEAM
<br />F
<br />CD
<br />HOOK
<br />CONT. #5 BAR
<br />CONT. #5
<br />STD. 90-
<br />BAR F
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />___2nd
<br />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
<br />WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />Solid block all posts from
<br /># OF 2nd FLOOR
<br />above to bearing below.
<br />STUDS
<br />SECTION W INT. BRIG. WALL
<br />N.T.S.
<br />1/8" min.
<br />2" max
<br />Small gap 2" min.
<br />"
<br />.
<br />max.
<br />Clinch nails
<br />when
<br />possible i
<br />Tight fit
<br />2x4/Plywood/OSB web stiffener 2" min.
<br />required when indicated or 4" max.
<br />eb ti ener astener Schedule
<br />Joist Bearing ocation
<br />Series Depth I End Intermediate
<br />BCI 5 000S(1,
<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 />__-6-8-d-
<br />BCl 6000s6_1_1_-_7/8'
<br />BC16500so
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />i 5-8d
<br />-
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 60sP
<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 />I 90sQ9
<br />---
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />I 5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />- Hangers with side nailing.
<br />- Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1 900 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 />Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel "Non -stacking walls
<br />require additional consideration.
<br />171ME MINWI!..-�.�Mt.�!",-�l-...-...��m�I I
<br />In
<br />BE CUT ANYWHERE IN
<br />THE WEB. PROVIDE AT
<br />rl 6'*' A %" ROUND HOLE MAY 6'7]��
<br />CANTILEVER
<br />LEAST 3" OF CLEARANCE
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN lY2'
<br />LARGER THAN
<br />DO NOT CUT HOLES
<br />ROUND IN
<br />CANTILEVERS.
<br />8
<br />V-0"
<br />llm-l"
<br />lI-2*
<br />V-2"
<br />1!-3"
<br />V-3-
<br />V-7-
<br />1'-11-
<br />2-4-
<br />2!-9"
<br />3'-2"
<br />31-7"-
<br />Any 16" joist 12
<br />V-0"
<br />1!-l"
<br />1!-2"
<br />V-2'
<br />V-3"
<br />l'-9"
<br />2-4"
<br />2!-11"
<br />3-7"
<br />4!-2"
<br />4'-9-
<br />5-4-
<br />Span (ft) `16
<br />11-0"
<br />V-0"
<br />1!-l"
<br />li-l"
<br />l-2"
<br />V-2"
<br />V-7-
<br />2'-5"
<br />3!-2"
<br />3!-10"
<br />4!-9"
<br />51-7"
<br />64"
<br />7!-2"
<br />1!-2" V-2" 74)" 3'-0"
<br />4'-0" 4'-l(r 5!-11" 61-111" 7!-11"
<br />6-111"
<br />_______20
<br />124
<br />V-0"
<br />'I'A"77-T-F
<br />W-11"
<br />41-9-
<br />5-40",
<br />71-2- ,
<br />8-4- ,
<br />9'-6- ,
<br />1 0!-g'
<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. IY2" 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 />When joists meet over wall, provide
<br />13/4" minimum bearing for each.
<br />Plumbing
<br />Joist
<br />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 />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails.
<br />��Install tight to top flange.
<br />Joist hanger
<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 />1/4"-2" gap_�_Z.-
<br />I / /
<br />Backer
<br />Block'�L_z
<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 />/!ne iffner as
<br />Web stiffeners are not required when top ir! if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />0 6 X Joist
<br />D de*pth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />USP
<br />MU
<br />5/8 Ho
<br />THRU
<br />BOLT
<br />UC
<br />Mt
<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 />SCHEDULEFOR
<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 />SLEEVE THRU STEM
<br />SEE PLAN FOR--'
<br />FOUNDATION INFO 4'
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. S
<br />EE PLAN
<br />4
<br />A*.
<br />IF
<br />I I -
<br />(2) #5 REBAR
<br />4C CHASE 4- PV�C_
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />HTA 20-18 HTA 20
<br />INSTALLATION @ MID SPAN
<br />LOCATION OF
<br />SECOND RT16
<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 />wslvii, M�
<br />AlIffiliffill
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />0. -
<br />4. 4
<br />F
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE VERTICAL THRU FND.
<br />- PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />PLUMBING LINE
<br />PENETRATION—\
<br />CENETERED @ PI�E
<br />- - - - - - - - - - - - - - - - - - - - - - - - - -
<br />0 19 0
<br />A
<br />;2�
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 41-0" PVC OR SCH40 SLEEVE
<br />CENETERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />A
<br />TO . : A,.
<br />A A A-0
<br />4
<br />A
<br />A
<br />4.
<br />A
<br />SEE FND. PLN.
<br />SIZE & REINF.
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<br />C, 144)
<br />*
<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth 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 />PLOT DATE 12/7/2012
<br />TECH: FFLORES
<br />VERSION NO.
<br />1525
<br />JOB NO: 17-1426
<br />SHEET NO.
<br />SN 1
<br />4L
<br />UA
<br />tu"I
<br />at
<br />40
<br />
|