|
THIS DETAIL ONLY REFERS TO THE DI,AN10'IJD-MESH
<br />EXPANDED ANDED METAL LATH ATTACHMENT.
<br />METAL LATH
<br />)jV LL SHEATHING,
<br />{,1
<br />I III 11. I III
<br />I I.
<br />I I:77} I x i R
<br />II I 1
<br />16GAxl-110 LONG(3.14%1' CROWN)
<br />STAt=LES C S O.0 . VER'T BETWEEN Iw 13(a x 1 2' � NG � �: 1 `"
<br />STUDS T OTED THUS -,—I - OFFSET I I ! --- I CROWN) STAPLES 3d:D its
<br />STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS
<br />i (NOTED THUS:—.
<br />METAL LATIN" AATTAC%HMENT DETAIL
<br />RE',(" 108.24.21 SCALE: 314" 1x_Qv
<br />DETAIL E>i":EEDS THE REQUIREMENTS FOR F51CR 70317.1 LATHI'
<br />*"ONLY A'.PPLl E"3 70 LENNAR T P .'L.A.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 />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />10'-0"
<br />TANK -LESS W/H
<br />STUB -OUT FOR
<br />GAS METER O
<br />O
<br />CV
<br />H C G
<br />000
<br />a _
<br />1'-0"
<br />o Ln
<br />U
<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 />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'-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 />11'4"
<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 />154"
<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 />C7�
<br />w
<br />in
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />+ +
<br />+ . + + t + + + +
<br />+ + + + + + + + + + + + + t
<br />-f
<br />+
<br />+ + + + + + + + o
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + +
<br />+ t + + + + + + + + + + + t
<br />.}
<br />+
<br />+ + + + + + + + +
<br />+ + + + t t + + + + + + 4- +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ +
<br />t
<br />+ 0" (TYP.)
<br />4'-0"
<br />+
<br />4'-0"
<br />+
<br />+
<br />L�
<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 />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + o
<br />+ +
<br />+ + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + 6
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />++
<br />+++
<br />+++++++++
<br />+
<br />CT'
<br />15/32" CDX
<br />PLYWOOD OR
<br />7/16" OSB
<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 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2-3/8 INCH NAIL LENGTH 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 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 panels or 2 x—
<br />1-118" 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 />2 x—+ 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 k
<br />k
<br />k 1�
<br />FILL CELL STD. 90° HOOK — BOND BEAM
<br />.... .
<br />...............................
<br />W
<br />c STD90°
<br />I�
<br />CONT. #5
<br />.
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />OOC
<br />#5 CONT.
<br />.
<br />...
<br />FROM
<br />::1��
<br />TOHIGHEST
<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 BRG. 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 @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. Small 2" min.
<br />2" } gap
<br />max. � 4 max.
<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. 2x4/PlywoodlOSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 10d nails 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 LEAVING%" 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 w/ loads
<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 />1/16
<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 G
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES —�
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />Use 3" N Od) nails at 6" o.c.
<br />Provide adequate bearing
<br />J for each lapped joist.
<br />10dnails 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 />ffA 0-ifl
<br />1Y" ROUND HOLE MAY 6," 6„ DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y"
<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 />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 />�When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. I -Joist can be offset
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.—
<br />Round Hale Dia net r Liu)
<br />2 S 4
<br />6
<br />6
<br />7
<br />8
<br />8:. 7.
<br />10 )1
<br />12 1
<br />..:
<br />dWngul r1-Hole Side (in`
<br />2 '
<br />S
<br />5
<br />', 1
<br />Any 16" ivist
<br />S Pa n (t;)
<br />8
<br />": E_>" 1'-1" 7 "
<br />1 `-2
<br />1 `-3
<br />3"
<br />1' 7"
<br />1 P � 1 �
<br />., 2 9"
<br />3 -2" �`-7"
<br />12
<br />I" 0"" 1'-1" 1 2:`
<br />1' 2F
<br />1° 3`
<br />i' 9'''
<br />2'-4-
<br />2'-11",
<br />3'-7i. 4=2."
<br />4,- � 5. -
<br />I6
<br />V-0"- 1'- '1'-,2`
<br />V-2"
<br />1. 7.
<br />85,,
<br />3, 8,.
<br />8..10"
<br />14. 9, 5W'
<br />6, � .-2'
<br />120
<br />1 141 1 f ," .j _2'
<br />-i -2 "
<br />T-0"
<br />3 "4C'
<br />4'-6"
<br />4'-10"
<br />T- I 1 "' '-i t ,.
<br />T-11 "' 8'-11=1
<br />2'4
<br />1 "-0," 1 "_1 " -j _2r°
<br />1 "-3
<br />2' _5"
<br />3, 7"
<br />4=
<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%" 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 />Jc
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series Depth End Intermediate
<br />0
<br />BC15000s
<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 />5- d
<br />BCI 6000s®
<br />BCI6500s®
<br />9-112"
<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 />BCI60sP
<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 />11-7/ "
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />Plumbing
<br />Backer block (12" wide min.)
<br />Nail with 10-10d nails.
<br />\nstall 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 />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 />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />-OP PLATE
<br />1.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />VAIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />HETAL20 INSTALLATION
<br />SIMPSON HETA20 / HETAL20
<br />INSTALLATION @ MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />F.j
<br />LOCATION OF
<br />SECOND H10A
<br />SIMPSON H10A WHEN
<br />w/(18) 10dx1 1/2" REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />i HTS INSTALLATION
<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
<br />„III Ili,=111—III—I ! i �-Jli
<br />I I —III —III„ .III=I I I
<br />Iil �lllil\�11_ .. I I lllll�ll� lll_
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<br />—III-III=III-1I1=111 III=1.I ° FINI GRADE 3 i1—''
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<br />Illlllli�lllllllllllllllllllllllll�l III�III111111111111�1illlil ��J J
<br />a.
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR--'°• a . • •
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />i
<br />A/C CHASE 4" PVC (2) #5 REBAR
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />�--
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />12" BELOW
<br />GRADE
<br />PIPE VERTICAL THRU FND.
<br />TOP (2) #5's x 4' 0"
<br />CENTEPVC OR SCH40 SLEEVE
<br />—\
<br />RED @ PIPE
<br />PENETRATION PLUMBING LINE i
<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 />-----4 . —�.-- ° — °°.
<br />Q
<br />a
<br />i1 I —I I I —I I;
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<br />° ° `
<br />`� val 'I ',111111=1_\\. -! A /
<br />,V ��—-----�
<br />a
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />4. \4 and appr®ved
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<br />$ W�ew�ith �01n
<br />plan Ceance ���e
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<br />LAST PLOT DATE
<br />May. 9, 23
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