|
THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />METAL LATH
<br />WALL SHEATHING
<br />II = li II
<br />/
<br />L.I X I . 11. ..:.� .i.I.....
<br />1 GAx1-12" LONG ,+ ,_1" CROWN)
<br />STAPLES S" C).C. VERT BETWEENI MAx� 1SGAx1-1/2" LONG (1W1-1"
<br />STUDS (NOTED THUS:—) OFFSET CROWN' STAPLES i7 6"
<br />STAPLES BETWEEN STUDS AS SHOWN _ _ O.C. INTO STUDS
<br />(NOTED THUS;—.!
<br />METAL T TT E E IL
<br />REV09.24-21 SCALE 314" : 1 Y-0"
<br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FSCR 703.7,1 LATH*
<br />"*ONLY APPLIES TO ILENNAR TPA JA.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 />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />10'-0"
<br />TANK -LESS W/H
<br />5'-0"
<br />STUB -OUT FOR -'
<br />GAS METER C
<br />0
<br />CV
<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'-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 Or,
<br />w
<br />15/32" CDX
<br />+ +
<br />+
<br />+
<br />Backer and Filler Block Dimensions
<br />BCI�Joist Backer Block
<br />Thickness Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x —
<br />1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3!4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7 wood panels 2 x—+ 518" or 3/4" wood panel
<br />1-118" or two 1/2"
<br />602.0 wood panels 2x _ + 5/8" or 3/4" wood panel
<br />902.0 2 x—lumber Double 2 x_ lumber
<br />DOUBLE JOIST CONST!Z8;
<br />(Not required if both load
<br />Filler bl118" gap
<br />FILL CELL-� STD. 900 HOOK BOND BEAM
<br />W
<br />DOUBLE JOIST CONST!Z8;
<br />(Not required if both load
<br />Filler bl118" gap
<br />FILL CELL-� STD. 900 HOOK BOND BEAM
<br />W
<br />...
<br />�.r,rr.'..'.'.'.'.' .......... ..... .
<br />`t STD. 90'
<br />CONT. #5
<br />CONT. #5 > HOOK
<br />BAR
<br />BARL�, 1
<br />.:.. .
<br />...:.......:.: :.11
<br />....:.:.
<br />t
<br />I
<br />#5 CONT.
<br />-
<br />FROM
<br />FO
<br />TOUNDATION HIGHESST
<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------ —17
<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 />"
<br />.
<br />required when indicated or 4max.
<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 />t.
<br />DOUBLE JOIST CONNECTION top flangeuthcuts.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor cohimn w/ Inaric
<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 />I;or=20
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c.
<br />Provide adequate bearing
<br />for each lapped joist.
<br />Squash block 10d nails SECTION INT. BRG. WALL
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or N.T.S.
<br />Glulam Beam
<br />NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST
<br />KNOCKOUTS) ALLOWED 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 71t
<br />or drill flangesMM
<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 />1 Joist
<br />When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. ]-Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />3" max
<br />JOISTS OFFSET
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel *Non -stacking walls
<br />require additional consideration.
<br />6„ A 12" ROUND HOLE MAY J 6„ 6„ DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12"
<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 12"
<br />R�ou d Holy: --Di Diameter (in)
<br />2
<br />3
<br />4
<br />,;
<br />T
<br />B.S75
<br />0
<br />tT °
<br />12
<br />Rectangular Hate Side (ire)'
<br />2.
<br />-
<br />5
<br />S
<br />S.-
<br />An`, 16" joist
<br />Span (f1`
<br />8
<br />V-0"
<br />1'-1
<br />1%2"
<br />1'-2"
<br />V-3"
<br />1,-3"
<br />1,_7.,
<br />1'-11"
<br />.2'-4"
<br />2'-9"
<br />3'-2"
<br />3%7"
<br />12
<br />V-0"
<br />1'-1 '
<br />1 2«°
<br />1, 2"
<br />1°-3"'
<br />1 "-9"
<br />2°-�4"
<br />2'-11"
<br />. 3'-7 .
<br />4'm2"
<br />4°- "
<br />V4"
<br />16
<br />V-0"
<br />'I'll"1
<br />-2"
<br />1 2"
<br />1' 7"
<br />2'-5"
<br />3'-2'°
<br />3"-10""
<br />4,
<br />5"-7«,
<br />6, °,
<br />7, 2.,
<br />20
<br />V-0"
<br />1'-1
<br />1'-2`
<br />V-2"
<br />2`-0"
<br />3'-0"
<br />4'-C"
<br />4'-10"
<br />5'-11"
<br />6,-11"
<br />7'-11„
<br />8'-11
<br />24
<br />V-0"
<br />1'-1"
<br />1'2"
<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 />30,_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. 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 12" 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 />N.T.S.
<br />JC
<br />Web Stiffener Fastener Schedule
<br />Joist BearingLocation
<br />Series Depth End Intermediate
<br />BCI 5000s®
<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-
<br />BCI 6000s®
<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 />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI60e
<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 />W/(22)'
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />I.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUB/HUC
<br />INSTALLATION
<br />WN. EMBEDMENT
<br />SCHEDULE FOR
<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 />co
<br />FINISH GRADE
<br />Backer block (12" wide min.) ;III —III —III —I I I I I
<br />Nail with 10-10d nails. =1 I 1=1 I 1=1 I 1=1 I— _ _
<br />Install tight to top flange. SLEEVE THRU STEM °
<br />°
<br />SEE PLAN FOR °• ° . • •
<br />FOUNDATION INFO ° ° d °
<br />STEM FOUNDATION
<br />Y \ 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 byjoist hanger. doesn't meet
<br />height
<br />requirements
<br />7.
<br />0.6 X Joist
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />d
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />�CCHASE4" PVC
<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 />to 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 />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION
<br />12" BELOW
<br />GRADE
<br />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />a
<br />,111=I I I=11 ; ; a. a : I I-III=III, ,III-111
<br />-III—III—I_ ° I —III —III -
<br />I I
<br />I
<br />F_ JUL 2
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />I aI Jkeview Assist, Inc
<br />PIPE VERTICAL Tlh{ai dmpleted and ap
<br />for compliance with the 2020 FBC
<br />by Debra Anne l(lahr PX231
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPEA
<br />PENETRATION —PLUMBING LINE
<br />------ --------
<br />------------------------
<br />�o �° • 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 />-----4 . N�q d —. d°
<br />d Qf. as G
<br />-I j 1=1 11=1 Ia ; a
<br />—a------/
<br />a
<br />SEE FND. PLN.
<br />SIZE & REINF.
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<br />LAST PLOT DATE
<br />May. 8, 23
<br />z 0
<br />STRUCTURAL
<br />..� J
<br />DETAILS
<br />
|