|
THIS DETAIL ONLY REFERS TO THE DIANIONII -MES'H
<br />EXPANDED METAL LATH ATTACHMENT -
<br />METAL, LATH ....,.,.
<br />lOV LL SHEATHdI9GI
<br />II �I it
<br />II _ i 1I
<br />dI 1
<br />6 Ax1-1 LONG t ,4 -1 RO'€FJN) 'A I I;GA �1 1 " o I-r
<br />�
<br />STAPLES( . C G C.'� ERT BETWEEN
<br />P -;m � , STAPLES A 1;
<br />STUDS (NOTED THUS ) O SET r t � i I I .I fi
<br />o
<br />STAPLES BETWEEN STUDS AS SHOWN w_ __.. 0. „,, ERT IN701 STUDS
<br />'NOTED, THUS, )
<br />METAL LATH ATTACH M E T DETAIL
<br />REVL 09.24 -11 SCALE: 34' V-0"
<br />DET"AiL E.XCEECS THE RiEQUIRIEVYEINTS FOR FECR F03.F.1 LATH''
<br />'IONL'�I ARRLIES TO LENNAR 7PA J'-,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 C 1861.
<br />10'-0"
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE 00 0
<br />5'-0" ¢ -
<br />STUB -OUT FOR 11-011 o a o
<br />LO
<br />GAS METER 0 41 o
<br />d U
<br />0 0
<br />N =
<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 />C�
<br />W
<br />l
<br />M
<br />ca
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGF I INF
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + Q
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + + + �
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ +
<br />/++
<br />+
<br />-0" (TYP.)4'
<br />0"
<br />+
<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 />+ + + + + + + o
<br />+ +
<br />+ + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + + + + + +
<br />+
<br />— 1I
<br />PLYWOOD OR
<br />CDX
<br />7/16" OSB
<br />"—RIDGE LINE
<br />140 MPH (u103 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<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 />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />woodpanels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 112"
<br />6500s 1.8/1.7
<br />wood panels
<br />2x — + 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 />x
<br />1/8" gap
<br />1 k 12
<br />FILL CELL STD. 900 HOOK BOND BEAM
<br />ff^^
<br />W
<br />1.1171—
<br />Q STD. 90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />OOC
<br />FROM
<br />FOUNDATION
<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 gap 2" min.
<br />2"
<br />max. � 4 max.
<br />-7 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 joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min.
<br />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 8" 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. 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" (10d) 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 squash=20 blocks and beam below Load bearing wall must stack over
<br />Non -stacking walls wall or beam below " blocking and wall or beam below.'
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series Depth I End Intermediate
<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 6000®
<br />s
<br />BC16500s®
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />2-8d
<br />3-8d
<br />14"
<br />1 2-8d
<br />5-8d
<br />16"
<br />1 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 />BC190s®
<br />11-7/ "
<br />3-16d
<br />3-16d
<br />1 14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />Plumbing
<br />require additional Joist
<br />consideration. Check
<br />local building minimum When joists meet over wall, provide
<br />code for appropriate bearing for each. Woist can be offset
<br />1/16" F1 3/4"
<br />details in One 10d 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 O
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES —1
<br />DO NOT cut, notch
<br />or drill flanges
<br />Provide adequate bearing
<br />for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />Od nails SECTION @ INT. BRG. 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 />CD u CO
<br />6„ A 1%2" ROUND HOLE MAY 6„ 6, DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN
<br />THE WEB. PROVIDE AT leROUND 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 1/2'
<br />Round bole Oi rnet r Mfrs)
<br />2
<br />3
<br />"4
<br />5
<br />6
<br />7
<br />8.875
<br />0
<br />1
<br />12
<br />1
<br />Ro t qI Ho i i
<br />1110
<br />Any 16"° jinist
<br />Spats (f1.1
<br />8 1'-0"
<br />1"',
<br />1-
<br />1,-2'
<br />1'-3
<br />3 -3"
<br />1,-7"
<br />V-11
<br />2'-4"
<br />9
<br />'-2"
<br />3"-7
<br />12 1 "-0"
<br />1 `-3
<br />1'-9"
<br />2'-4"
<br />2"-1 `i N
<br />3 _7"
<br />4-2"
<br />4 -9 "
<br />5 -4 „
<br />16 1. 1,
<br />1"-1"
<br />1 2'
<br />1'-2°
<br />1'-7
<br />2-51,
<br />3 2'=
<br />3'-10K
<br />9"
<br />r 7"
<br />64"
<br />F .2"
<br />00 1, C,e
<br />1, 1"
<br />1 -2"`
<br />V-2'
<br />2` O
<br />3:
<br />4 -
<br />4,-l04f
<br />5%1 1,
<br />: �,- 1 E,
<br />� 1 1"
<br />41,
<br />24 1. 0.0
<br />1 1
<br />1'-2"
<br />.1 `ape
<br />2°-5"°
<br />3'-7
<br />5'-10-
<br />7%2„
<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. 1Y2" 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 />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 P 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 7
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/(22)
<br />NAILS 7
<br />R TRUSS
<br />'OP PLATE
<br />I.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. 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 />•�� — 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 />A/C CHASE 4" PVC PENETRATION
<br />SLEEVE THRU STEM
<br />a
<br />WALL a o . a
<br />d I v
<br />d:
<br />FINI GRADE I—II-I—III— I I ---I=I—I
<br />I-
<br />''
<br />—_—_- — —_
<br />—I I —I 11=11 f=111- i I TI I I I I —III —I _—�=1
<br />I —I 1=1 11=1 11=T— I I —I 11= III=1 1=1 I I I=1 1=1 I F J
<br />SLEEVE THRU STEM-` :
<br />SEE PLAN FOR °. a .. . °
<br />FOUNDATION INFO ° d"
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />NU UNAJC 4 t'Vt,
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />I
<br />EEI
<br />`IL-
<br />I __� J
<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" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />a .a
<br />- a a
<br />- - - - - - - - - - - - ---------
<br />z �a
<br />c
<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 />FF d b ' .a c
<br />-- '4--.-- -- ° °/ na G
<br />II ICI—ICI—I� \� d 4
<br />II—ICI—ICI;
<br />' 1=III—III-
<br />a
<br />SEE FND. PLN.
<br />SIZE & REINF.
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