|
THIS DETAIL ONLY REFERS TO THE DIAMOND-NIESH
<br />EXPANDED METAL LATH ATTACHMENT,
<br />METAL LATH — 'IPJALL SHE.ATI IfNG
<br />16 aA I 1 2" LC 'N G 13,4%1'" CF;-)' `+N,
<br />STAPLES hair b" 0.�:. ''.� EFiT BETA,EEP,~I
<br />STUDS NOTED THUS: —,I - OFFSET
<br />f Iiii I I
<br />ti
<br />1'^ _ir,,."-1•. "
<br />LCJING 4'-1"
<br />C•RO*N) STAPLES I;�z)'6"
<br />p I I j
<br />S,TrPLE:=`� EET",'E'EN :STUDS AS SHC',144
<br />A. _.... ,.
<br />.... ......
<br />..._
<br />O.S. VERT INTO STUDS
<br />(NOTED THUS —
<br />METAL
<br />LATH
<br />ATTACHMENT
<br />DETAIL
<br />REV, 09.24.21 SCALE: 3'4" = V-0"'
<br />'DETAtL Ex'CEEDS THE REQUIREMENTS FOR FBCR 703-7.1 LATH*
<br />r:�liL ::PPLIE'�. LEN11�,R TP-,' J4'X'-
<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 C1063 &
<br />ASTM C1861.
<br />10'-0"
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE O O O
<br />5'-0„
<br />STUB -OUT FOR 1'-01, 0 9 0
<br />GAS METER 0 - ;y o
<br />o
<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) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'J'
<br />(1) SIMPSON HTS20 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) 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 />Ur,
<br />15/32" CDX
<br />m
<br />PLYWOOD OR
<br />7/16" OSB
<br />RIDGE LINE
<br />140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.C. &
<br />+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS
<br />8d RING SHANK NAILS @ 6" O.C. EDGES &
<br />8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />+ + 0.113 INCH NOMINAL SHANK DIAMETER
<br />0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH
<br />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
<br />2-3/8 INCH NAIL LENGTH
<br />NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" 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
<br />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 />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ + + + +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />9�F
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ + ++++++++
<br />+
<br />/++
<br />+++
<br />+++++++++
<br />+
<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 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 _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />60 2.0
<br />wood panels
<br />2x _ + 5/8" or 3/4" wood panel
<br />90 2.0
<br />2x _ lumber
<br />Double 2 x _ lumber
<br />FILL CELL STD. 90° HOOK BOND BEAM
<br />........... ......
<br />w
<br />STD. 90° CONT. #5
<br />CONT. #5 HOOK BAR
<br />BAR OC
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />1-7
<br />BOND BEAM
<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 />PLYWOOD FLOOR
<br />COLUMN AND
<br />SHEATHING PER PLAN
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRIG. WALL
<br />TJI 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" min.
<br />2"
<br />max. � 4 max.
<br />�H
<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 l�
<br />41
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4) '�min.
<br />Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener q max.
<br />required when indicated or
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVINGYa" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S.
<br />Under 2nd floor column wl loads
<br />N.T.S. higher than 15001b.
<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
<br />Vertical load transfer =1900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists
<br />Load bearing wall must stack meet over wall, or wall stacks directly over wall or
<br />over bearing
<br />blocks and beam below Load bearing wall must stack over
<br />*Non -stacking walls blocking and wall or beam below.*
<br />require additional wall or beam below.* Joist
<br />consideration. Check
<br />local building When joists meet over wall, provide
<br />code for appropriate I -Joist can be offset
<br />1116" 1 3/4" minimum bearing for each.
<br />details in One 1 Od box
<br />areas=20 of high or=20 sinker
<br />lateral load. nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />DOUBLE JOIST CONST!zzz
<br />(Not required if both load
<br />Filler bl1/8" gap
<br />�/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist
<br />for each lapped joist.
<br />blocking panel *Non -stacking walls
<br />10d nails SECTION @ INT. BRIG. WALL require additional consideration,—
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />(see table below)
<br />io ❑ co
<br />61
<br />A 1Yz" ROUND HOLE MAYDO NOT CUT HOLES
<br />r6' BE CUT ANYWHERE IN 6 6"
<br />CANTILEVER LARGER THAN 1Yz"
<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 />Round Hole Diameter (in)
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />8.875
<br />1rJ
<br />; 1
<br />12
<br />13
<br />ectangu ar Hole Sitle tln7
<br />---- —
<br />Any 1f" lol t
<br />Span ffti
<br />'...
<br />1...
<br />�.
<br />1'-2"
<br />1'-3"
<br />1,_3"
<br />V-7"
<br />I'-11"
<br />`.„.
<br />.
<br />_
<br />Lr.. �
<br />--
<br />2"
<br />,..-_.,_
<br />1::'
<br />S
<br />_
<br />V-2"
<br />1'..3"
<br />V-9„
<br />24„
<br />2 _1 1'
<br />16
<br />20
<br />24
<br />U
<br />1'-0"
<br />i'-0"1�,
<br />1 1 '
<br />1';
<br />1 °-
<br />1'-r"
<br />5„
<br />-
<br />rr
<br />?' �,'
<br />-4 U
<br />�� -
<br />9` Li""
<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. %" 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 1%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 />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- 1Od nails.
<br />_Install tight to top flange.
<br />Jc
<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 />1/4"
<br />-2"
<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 me-t
<br />height
<br />requirements
<br />0.6 X Joist
<br />W.
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin 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 />-
<br />BCI 6000s®
<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 />BCI90s®
<br />"
<br />3-16d
<br />3-16d
<br />14"
<br />-
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS T
<br />5/8"0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />AJ
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULEFOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL20 INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />SLEEVE THRU STEM--`
<br />SEE PLAN FOR °• a •
<br />FOUNDATION INFO " d
<br />STEM FOUNDATION
<br />GRADF
<br />REINF, SEE PLAN
<br />rvu ummar- 4 rvu
<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 />SIMPSON H10A ° ° (WHEN
<br />w/ (18) 10d x 1 1/2" ° REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />PLUMBING LINE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE PVC OR SCH40 SLEEVE
<br />PENETRATION
<br />d
<br />nlll,-1 I I,�, 1ll� d. ° � d �d 111
<br />.. —I I IFS fi
<br />)E I I
<br />II�--��
<br />Z-- SEE FND. PLN.
<br />SIZE & REINF.
<br />G BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />q d /F
<br />- ° d
<br />----------------------- -�
<br />Z °
<br />cn �
<br />d
<br />SEE FND. PLN.
<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 />=C'rF7
<br />-4 Al. a/ a° G
<br />111,�III =III:
<br />I�Ir7I— o
<br />\ ° d /
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />FEB 0 3 2023
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />far compliance with the 2020 FBC 7th Editio
<br />9
<br />by Debra Anne Klahr PX2300
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