|
I I II " I I I !I I I I I II I III I I 'III 'I' III
<br />THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH A-TACHMENT.
<br />METAL LATH — - +HALL `'HEATH+FiG
<br />II I II
<br />1..1.,... -...._
<br />I I s X I
<br />I
<br />I. I I
<br />16GA LONG (3�4%1" CROWN) -
<br />fV
<br />=
<br />-i fOC.ERT BETWEEN y 1ISTAPLES,&, 6LONG {3.4°-1
<br />r1r c1,IES � 6.
<br />STUDS (N0TEDTHUS:_1-OFSET C C. VERT INTO STUD" BE'7`WEEN SUDS AS SHOWN 'NOTED TH12S
<br />'
<br />v
<br />METAL LATH ATTACHMENT DETAIL
<br />REV. 09.24.21 SCALE: 3°4" _ T-C'
<br />'CET,-'dL EK.CEECS T-iE REQU;P,EMEN-, S' FOR FBdP ?103' 1 LATH
<br />-'ONL'>r APPLIES 70 LENNAP TPA V1MX"*
<br />LATHING ACCESSORIES:
<br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. 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 />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />10'-0"
<br />TANK -LESS W/H
<br />STUB -OUT FOR -I
<br />GAS METER 0 —
<br />O
<br />CV
<br />H C G
<br />0 O 0
<br />a
<br />0�
<br />1'-0" C?° '
<br />o '�
<br />U
<br />0
<br />0
<br />x
<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-Y
<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'-3"
<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 />164"
<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 />w
<br />m
<br />cal
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />} t
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />}
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ t
<br />+ + + + + + + + + ifl
<br />+ + + + + + + + + + + + + +
<br />+
<br />}
<br />+ + + + . + + + +
<br />+ + + + + + + . + -I- . + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />/++++
<br />++
<br />-0" (TYP.)4'
<br />0"4'-0"
<br />+ +
<br />+
<br />+
<br />+
<br />�!
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ 4
<br />+
<br />+
<br />+ +
<br />+
<br />++
<br />+ +
<br />+t
<br />+
<br />++
<br />+ + + + + + +
<br />+
<br />+ + + + + +
<br />+
<br />+:++
<br />+ +
<br />+
<br />+ + + +
<br />++ ++
<br />+ ++
<br />+ + + +++
<br />++
<br />+
<br />+
<br />+ + ++
<br />+
<br />+ + + + + + +
<br />+ +
<br />++
<br />+ +
<br />+++++
<br />+
<br />+++
<br />0_1
<br />15/32" CDX I
<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 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
<br />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" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood anels or 2 x _
<br />P
<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 />woodpanels
<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 />2x _ lumber
<br />Double 2 x _ lumber
<br />FILL CELL--v STD, 900 HOOK r- BOND BEAM
<br />V)I
<br />W
<br />Q STD. 90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAh
<br />BAR
<br />OOC
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />C TO HIGHEST
<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'Dtposts
<br />PLYWOOD FLOOR
<br />COLUMN ANDSHEATHING
<br />PER PLAN
<br />CONNECTIONTJI
<br />TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br />OF 2nd FLOOR
<br />Sol#
<br />STUDS
<br />above to bearing below.
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. }Small gap 2" min.
<br />2"
<br />max. � 4 max.
<br />-4
<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 oists to ether and nail from each side with 2 rows of 10d nails 2x4/PlywoodlUS6 web stiffener 2" min.
<br />1 g required when indicated or 4" max.
<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 LEAVINGY" 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 cnh,mn w/ Innds
<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
<br />over squash=20 blocks and
<br />require additional
<br />wall or beam below.*
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />1116"
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or=20 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Squash block
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam O
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES —�
<br />DO NOT cut, notch
<br />or drill flanges
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking +
<br />1/8" gap + /
<br />+ ,ti
<br />Boise Joist Blocking
<br />Llse 3" 11 id) nails at 6" n.r..
<br />Provide adequate bearing
<br />for each lapped joist.
<br />Odnails SECTION @ INT. BRG. WALL
<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 />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 />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration. —
<br />CO CO
<br />6„ A 1%2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN 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 1Y
<br />Round Hole Diameter (in)
<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 />Rectangular Hole Side (in)
<br />2
<br />3
<br />5
<br />6
<br />8
<br />9
<br />10
<br />Any 16" joist
<br />Span (ft)
<br />1'-0,
<br />1 1"
<br />1.2"
<br />1 2„
<br />.I,_3"
<br />1'-.3'"
<br />V-7
<br />V-"11,
<br />2,-4"
<br />2-9r"
<br />3'-2"
<br />3,-7r"
<br />12
<br />1, 0„
<br />1,_1„
<br />,,_2.,
<br />1 _2-
<br />1' 3"
<br />,._9..
<br />2'-4
<br />2'-11"
<br />,, ;..
<br />4,_2..
<br />4,_9"
<br />5'-4
<br />16
<br />1'-0"
<br />1'-1"
<br />1'-2"
<br />1' 2"
<br />V-7"
<br />2'-5"
<br />3'-2"
<br />3'-10'.
<br />=9"
<br />5'_7"
<br />6'-4"
<br />7'_2'
<br />1 "_ 1 "
<br />1 '-2"
<br />1'-?"
<br />2'-0"
<br />3'-0"
<br />4' 0"
<br />4' 10"
<br />5' 1 1 "
<br />6'-1 1 "
<br />T-11 "
<br />8'-11 "
<br />1' 1"
<br />1' ?"
<br />1'-3"
<br />2'-5"
<br />3'-7"
<br />4'-9"
<br />5'-10"
<br />7'-2"'
<br />8'-4"
<br />9'-6"
<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. 1Yz" 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 BearingLocation
<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 />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />wl (22)
<br />NAILS 7
<br />R TRUSS
<br />OF PLATE
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />VIIN. EMBEDMENT
<br />SCHEDULEFOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL20 INSTALLATION
<br />Joist
<br />When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. I -Joist can J
<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 10-10d nails.
<br />Install tight to top flange.
<br />Jc
<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 />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 />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 />p depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />SIMPSON HETA20 / HETAL20
<br />INSTALLATION @ MID SPAN
<br />SIMPSON H10A
<br />w/ (18) 10d x 1 1/2"'
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />LOCATION OF
<br />SECOND H10A
<br />(WHEN
<br />REQUIRED)
<br />PLUMBING LINE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @PIPE PVC OR SCH40 SLEEVE
<br />A/C CHASE 4" PVC PENETRATION
<br />SLEEVE THRU STEM
<br />WALL ° ° a °
<br />a I I a
<br />�_� I I761
<br />I I i• a 11=i 11=1 I IEEE
<br />, III= I I • l�l 111
<br />—� I-1 I-III-1I I-1111911 IL: I I FINISH GRADE III I I —I
<br />SLEEVE THRU STEM-/
<br />SEE PLAN FOR � '• a • •
<br />FOUNDATION INFO ° a
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />IT_ ) I
<br />lI
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />12" BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />—\
<br />CENTERED @ PIPE
<br />PENETRATION rPLUMBING LINE
<br />--------------
<br />-----------------------
<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 />FI.11
<br />1511I—I \ ° a / I III
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />APR 0 8 2023
<br />rX_
<br />Vr
<br />l� brt 1I
<br />virtual Review Assist, Inc.
<br />;> ans t<eview completed and approved
<br />,,;Ji;ipiiance v'aio the 2020 FRC 7th Edition
<br />I;J (ieitra r'.n;h I'"taI r I'23i;G
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