|
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METALLATH
<br />16GAxl -1 �2" LONG (3/411-1" CROWN)
<br />STAPLES ((i 6" O.C. VERT BETWEEN
<br />STUDS (NOTED THUS:—) - OFFSET
<br />STAPLES BETWEEN STUDS AS SHOWN
<br />WALL SHEATHING
<br />16GAxl-112" LONG (3,4%11"
<br />CROWN) STAPLES �a; 6"
<br />O.C. VERT INTO STUDS
<br />(NOTED THUS:—)
<br />METAL LATH ATTACHMENT DETAIL
<br />4
<br />X
<br />i�
<br />10
<br />I' MAX
<br />I I
<br />REV. 09.24.21 SCALE: 34" V-0"
<br />*DETAIL E.XCEEDS THE REQUIREMENTS FOR F6CR 703.7.1 LATH*
<br />"ONLY APPLIES TO LENNAR TPAJJAX**
<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 C1 063 &
<br />ASTM C1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />101-011
<br />TANK -LESS W/H
<br />51-011
<br />STUB -OUT FOR
<br />GAS METER 0
<br />IN
<br />H C G
<br />000
<br />9
<br />V-07 L 0 En
<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 />71-511
<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 />131 .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 />19-4-
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6'-111
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />-
<br />81-61
<br />(2) 16d TOEN AILS
<br />2" X 8" @ 24" O.C.
<br />111.01.
<br />(2) 16d TOENAILS
<br />2 X 10" @ 24" O.C.
<br />131-0-1
<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 />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />. . . . . . . . . . . . . . . . . . . . . . . . . 4- +
<br />+ -14 . . . . . . . . . . . . . . . . . . . . . . . . . .
<br />. . . . . . . . . . . . . . . . . . . . . . . . ... . .
<br />+ + + 44 . . . . . . . . . . . . . . . . . . . . . . . . 4- + + +
<br />+ 4 + +
<br />+ (TYP.)
<br />4'-0" 44"
<br />v . . .
<br />+ +
<br />+ 4 + +
<br />. . . .
<br />+ +
<br />+ 4 k*1 <--�
<br />+ + + + +
<br />+ + +' + + -0�"Typ-,
<br /><�4:k
<br />uJ + + +++--+++ 15/32" CDX
<br />J + + 4
<br />W + 4 . . . . + + PLYWOOD OR
<br />+ + +
<br />I I I + 7/16"OSB
<br />+ + 1+'+ + + + + + + . . . . . + +
<br />+ +!+ + +
<br />+ + +
<br />+ + + + +/ + +: + + + + +
<br />+ . . . . . . . . . . . . . . . . .
<br />+ + + + + + + + + + + . . . 4, +
<br />+ + /+ + + + +
<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
<br />0.280 INCH FULL ROUND HEAD DIAMETER
<br />2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH
<br />FOR 8d I
<br />RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<br />NOTE:
<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 />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 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x — + 5/8" or 3/4" wood panel
<br />1-118" 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 />2x + 5/8" or 3/4" wood panel
<br />902.0
<br />2x 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. 900 HOOK BOND BEAM
<br />...... ... .......
<br />......... .........
<br />...... .......... . ......
<br />........ ...........
<br />C/)
<br />6W
<br />CONT. #5
<br />§ STD. 900
<br />CONT. #5 BAR
<br />HOOK
<br />BAR
<br />V
<br />........... #5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />��r"ND 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 />FLOOR
<br />SEE PLAN FOR REQ'D
<br />,,�PLYWOOD
<br />SHEATHING PER PLAN
<br />COLUMN AND
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKINGITJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TA 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
<br />@ INT. BRIG. WALL
<br />N.T.S.
<br />1/8" min. Small gap 2" m n.
<br />2" "
<br />max. 4
<br />max.
<br />7d
<br />Clinch nails
<br />when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />Tight fit
<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. 2x4/PIywood/OSB web stiffener 2" min
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails -
<br />4.1 max.
<br />required when indicated or 16
<br />6-16
<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". - Hangers with side nailing.
<br />- 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. higher than 15001b
<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 />0
<br />require additional
<br />wall or beam below.-
<br />w
<br />consideration. Check
<br />local building
<br />--L1/16"
<br />code for appropriate
<br />details in
<br />1--One
<br />10d box
<br />areas=20 of high
<br />N
<br />of--21 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Boise Joist Blocking
<br />for each lapped joist.
<br />Squash block 10d nails
<br />(2x4 minimum) SECTION @ INT. BRIG. WALL
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam 0
<br />10i
<br />,Lam LVL or
<br />MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED
<br />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 />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 />Jse 10dx3" nails at Vo.c.
<br />or all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.
<br />7=5.
<br />A ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1,Y2'
<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 />7=
<br />Round Hole Diameter On)
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />8.875
<br />10
<br />11
<br />12
<br />13
<br />WiFia—n—Qular Hole Side (thy�
<br />2
<br />3 ,
<br />5
<br />6
<br />8 71��Ilfq
<br />10
<br />Any 16" joist
<br />S pan (ft)
<br />8
<br />V-0-
<br />V-1"
<br />V-2"
<br />V-2"
<br />V-3"
<br />l'-3"
<br />11'-7"
<br />1'-11 "
<br />2'-4"
<br />X-91"
<br />X-2"
<br />3'-7"
<br />12
<br />V-0"
<br />V-11"
<br />V-2"
<br />V-2"
<br />V-3"
<br />l'-9"
<br />24"
<br />2'-11 "
<br />3%7"
<br />4'-2"
<br />4'-9"
<br />—5'-4-
<br />16
<br />1 *-0"
<br />V-1 "
<br />11'-2"
<br />1 *-2"-
<br />V-7"
<br />2'-5"
<br />3'-2"
<br />1 W-10"
<br />1 4'-9"
<br />5'-7"
<br />64"
<br />7�-2"
<br />20
<br />V-0"
<br />V-1-
<br />1 V-2"
<br />V-2"
<br />2'-0"
<br />X-0"
<br />1 4'-0"
<br />14'-10"15'-11-'16'-11-17'-11"181-11"
<br />24
<br />2'-5"
<br />3'-7"
<br />14!-9-
<br />15!-10"
<br />1 T-2
<br />8-4"
<br />1 9'-A"
<br />1 10, 91,
<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 />Web Stiffener Fastener Schedule
<br />Joist Bearing
<br />Series FDepth
<br />ocation
<br />End
<br />I Intermediate'
<br />BCI 5000se
<br />9-1/211
<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 />E3CI 6000se
<br />BCI 6500s��
<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 />I 6-8d
<br />BC160 s8
<br />11 -7/8"
<br />2-8d
<br />3-8d
<br />—2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI 90so
<br />11-7/81,
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />"
<br />d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />R TRUSS
<br />'OP PLATE
<br />J.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />AIN. EMBEDMENT
<br />SCHEDULEFOR
<br />:- AND QUANTITY
<br />)FFASTENERS
<br />TYPICAL SIMPSON HETA20
<br />Plumbing HETAL20 INSTALLATION
<br />Joist
<br />When joists meet over wall, provide
<br />I -Joist can be offset
<br />IF-1 3/4" minimum bearing for each.
<br />"
<br />up to 3
<br />to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />N.T.S.
<br />Backer block (12"wic,, min.)
<br />Nail with 10- 1 Od nails.
<br />_,,,Install tight to top flange.
<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 />V1/4"-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 />. 7 .
<br />.6 X Joist
<br />D depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />SLEEVE THRU STEM—/ .A
<br />.. . ........ I ., ::�
<br />SEE PLAN FOR 4A. A
<br />FOUNDATION INFO .4 4
<br />STEM FOUNDATION
<br />GRADE
<br />REINF SEE PLAN
<br />/-Vt, UM/A= 14 rVt,
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<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 />o (WHEN
<br />SIMPSON H10A
<br />w/ (18) 1 Od x 1 1/2"' REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />T`YPICAL SIMPSON H10A
<br />110A
<br />X1 1 /2'
<br />015#
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />HTS INSTALLATION
<br />TOP (2) #5's x 4' 0"
<br />CENTERED @ PI�E
<br />PENETRATION�
<br />12" BELOW
<br />E
<br />GRAD
<br />.4
<br />�r . . . .
<br />I I ITTT
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />4
<br />TIF—
<br />L
<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 />CENTERED @ PIPE PLUMBING LINE
<br />PENETRATION
<br />4.
<br />0 'I'd 'A
<br />— =li-= — — — — — — — — —
<br />1-1 — — — — — — — — — — — — — — — — — — — —
<br />V.
<br />\4 A
<br />SEE FND. %N�.
<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 />4
<br />— — — — — — — —7 4 .4-0
<br />4
<br />= — —
<br />.4
<br />. /
<br />A
<br />411
<br />�:� Y111
<br />/*
<br />SEE FND. PLN,
<br />SIZE & REINF.
<br />MAR 0 4 2023
<br />Virtual Review Assist, Inc.
<br />td ;,nd anor
<br />Plans Review completed and appr
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Kjahr PX2300
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