|
CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />101-019
<br />TANK -LESS W/H
<br />H C G
<br />000
<br />51-0"
<br />01 0 C)
<br />STUB -OUT FOR '9 1 1-011 � = :) 0 - I
<br />J LO
<br />GAS METER 0 0
<br />9
<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 />1 0'-8t'
<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 />161-51f
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'J'
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6-11"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />81-6"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />11 �_011
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />1T-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 />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />\
<br />0-I
<br />. . . . . . . . . . . .. . . . . . . . . . . . . . .
<br />+
<br />+ . . . . . . . . 2 . . . . . . . . . . . . . .
<br />9
<br />+ +
<br />. . . . . . . . . . . E0 .. . . . . . . . . . . . . . .
<br />+
<br />+ . . . . . . . . . . + + .. . . . . . . . . . .
<br />+ +
<br />+ '-0" (TYP.)
<br />+ _0" (Typ)
<br />6'-0"
<br />6'-0"
<br />+
<br />+ + + + + +
<br />+ +
<br />+ +
<br />4- +
<br />Lu + + + + + +
<br />+
<br />15/32" CDX
<br />+ +
<br />00 + 4
<br />+
<br />PLYWOOD OR
<br />+ +
<br />7/16" OSB
<br />+ + + + + + + + + + + + + +
<br />+ 4 + + + + + +
<br />+ +
<br />+ + + + + + +
<br />+ + + + + + 9 . . . .
<br />++ ++ \+++
<br />. . .
<br />+
<br />+ . . . . . . . . . . . . . . . . . . .
<br />. .
<br />+ + + +N+ + +
<br />+ +
<br />\—RIDGE LINE
<br />140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C"
<br />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 0.1 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 />Web Stiffener Fastener Schedule
<br />Joist De Bearinq Location
<br />Series pth End Intermediate
<br />0 9-1/2" 2-8d 2-8d
<br />BCI 5000s 11 -7/8" 2-8d 3-8d
<br />14" 2-8d ___5-8d
<br />9-1/2" 2-8d 2-8d
<br />BCI 6000s 11 -7/8" 2-8d 3-8d
<br />BCI 6500su 14" 2-8d 5-8d
<br />16" 2-8d I 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 />8" 3-16d 3-16d
<br />BCI 90se 5-16d 5-16d
<br />6-_16d 6-16d
<br />Backer and Filler Block Dimensions
<br />Backer and Filler Block Dimensions
<br />BCI@Joist
<br />Backer Block
<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 112"
<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 />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />FILL CELL---\ -- STD. 90' HOOK r— BOND BEAM
<br />U)
<br />LU
<br />> STD. 90'
<br />T-E
<br />CONT. #5
<br />E:
<br />CONIT. #5
<br />BAR HOOK
<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
<br />FLOOR
<br />INITERIOR/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 />Ablockall
<br />FOR BLOCKING1TJI
<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 posts rom
<br />STUDS
<br />above to bearing bel .
<br />SECTION
<br />INT. BRIG. WALL
<br />N.T.S.
<br />1/8" min. 2" min
<br />0" }Small gap
<br />4 m
<br />ax.
<br />Clinch nails 71
<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. 9"
<br />2x4/Plywood/OSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails 4" Max
<br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required Men Indicated or
<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 w/ loads
<br />N.T.S. hinher than 15001b
<br />JC
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall
<br />BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
<br />Load bearing walls when load bearing - for lateral support when joists
<br />Vertical load transfer =1 900 pif max along load bearing wall.
<br />meet over wall, or wall stacks directly over wall or ki
<br />Load bearing wall must stack beam below Load bearing wall must stack over
<br />*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
<br />require additional wall or beam below.* � Joist
<br />consideration. Check - When joists meet over wall, provide
<br />local building El �1_1 k1/16" 13/4" minimum bearing for each. I -Joist can be offset
<br />code for appropriate up to 3" to avoid
<br />details in One 10d box vertical plumbing
<br />areas=20 of high kor=20 sinker fl
<br />lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />N.T.S.
<br />Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist
<br />for each lapped joist. blocking panel *Non -stacking walls
<br />Squash block 10d nails require additional consideration.
<br />(2x4 minimum) SECTION @ INT. BRG. WALL
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam E)
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES — \� I D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
<br />"7]L�
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<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 %"
<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 *2" 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 />TOP (2) #5's x 4' 0"
<br />CENETERED
<br />PENETRATION
<br />5/1
<br />TI-
<br />B(
<br />R TRUSS
<br />'OP PLATE
<br />Ire
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HTA 20-18 / HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />L
<br />MIN, EMBEDMENT
<br />SCHEDULE FOR
<br />- AND QUANTITY
<br />)FFASTENERS
<br />:2 00
<br />� FINISH GRADE
<br />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails.
<br />M
<br />install *tight to top flange.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR 4 0 44
<br />FOUNDATION INFO :4.., 4'
<br />STEM FOUNDATION
<br />r— GRADE —OMKIC 0CM Ill AKI
<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 />IV1/4"-2" gap—�_�/ Z_ _J
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be fight 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 />depth
<br />/ VJ_
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />Nu uni-kor- 4 rvu
<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 />a
<br />NOTE:
<br />UPLIFTVALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d A 1/2" NAILS
<br />UPLIFT = 1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />4
<br />A A. 4 4
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"—\
<br />CENETERED @ PI�E
<br />PENETRATION
<br />PLUMBING LINE
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE VERTICAL THRU FND.
<br />12" BELOW
<br />GRADE
<br />A
<br />/PVC OR SCH40 SLEEVE
<br />,---PLUMBING LINE
<br />.4
<br />A
<br />. / , <'A 'A
<br />0 V..
<br />A A
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
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<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 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 sea].
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: MIAMES
<br />VERSION NO 10
<br />SHEET NO.
<br />SN 1
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENETERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />__7__ . - .4
<br />4
<br />Aq
<br />4
<br />.1 A A
<br />4
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />A
<br />4
<br />fi, MIT I
<br />TYPICAL HUS INSTALLATION
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall
<br />BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing
<br />Load bearing walls when load bearing - for lateral support when joists
<br />Vertical load transfer =1 900 pif max along load bearing wall.
<br />meet over wall, or wall stacks directly over wall or ki
<br />Load bearing wall must stack beam below Load bearing wall must stack over
<br />*Non -stacking walls over squash=20 blocks and blocking and wall or beam below.*
<br />require additional wall or beam below.* � Joist
<br />consideration. Check - When joists meet over wall, provide
<br />local building El �1_1 k1/16" 13/4" minimum bearing for each. I -Joist can be offset
<br />code for appropriate up to 3" to avoid
<br />details in One 10d box vertical plumbing
<br />areas=20 of high kor=20 sinker fl
<br />lateral load. nail each side 3" max
<br />at bearing. JOISTS OFFSET
<br />N.T.S.
<br />Provide adequate bearing Use 1 Odx3" nails at 6"o.c. for all joist
<br />for each lapped joist. blocking panel *Non -stacking walls
<br />Squash block 10d nails require additional consideration.
<br />(2x4 minimum) SECTION @ INT. BRG. WALL
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam E)
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE
<br />IN BEARING ZONES — \� I D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />(see table below)
<br />DO NOT cut, notch
<br />or drill flanges
<br />6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
<br />"7]L�
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<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 %"
<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 *2" 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 />TOP (2) #5's x 4' 0"
<br />CENETERED
<br />PENETRATION
<br />5/1
<br />TI-
<br />B(
<br />R TRUSS
<br />'OP PLATE
<br />Ire
<br />TYPICAL USP MUGT15 TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL HTA 20-18 / HTA 20
<br />INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />L
<br />MIN, EMBEDMENT
<br />SCHEDULE FOR
<br />- AND QUANTITY
<br />)FFASTENERS
<br />:2 00
<br />� FINISH GRADE
<br />Backer block (12" wide min.)
<br />Nail with 10- 1 Od nails.
<br />M
<br />install *tight to top flange.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR 4 0 44
<br />FOUNDATION INFO :4.., 4'
<br />STEM FOUNDATION
<br />r— GRADE —OMKIC 0CM Ill AKI
<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 />IV1/4"-2" gap—�_�/ Z_ _J
<br />Backer Block
<br />"Top Mount" "Face Mount"
<br />Backer block shall be fight 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 />depth
<br />/ VJ_
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />Nu uni-kor- 4 rvu
<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 />a
<br />NOTE:
<br />UPLIFTVALUE
<br />IS BASED ON
<br />S.P.F.
<br />USP RT16 USING
<br />16-8d A 1/2" NAILS
<br />UPLIFT = 1030#
<br />TYPICAL RT16 INSTALLATION
<br />TYPICAL MTW INSTALLATION
<br />4
<br />A A. 4 4
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"—\
<br />CENETERED @ PI�E
<br />PENETRATION
<br />PLUMBING LINE
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE VERTICAL THRU FND.
<br />12" BELOW
<br />GRADE
<br />A
<br />/PVC OR SCH40 SLEEVE
<br />,---PLUMBING LINE
<br />.4
<br />A
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<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
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<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 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 sea].
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: MIAMES
<br />VERSION NO 10
<br />SHEET NO.
<br />SN 1
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENETERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />__7__ . - .4
<br />4
<br />Aq
<br />4
<br />.1 A A
<br />4
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />A
<br />4
<br />fi, MIT I
<br />TYPICAL HUS INSTALLATION
<br />TYPICAL HUS INSTALLATION
<br />
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