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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHt,.1Lr—_NT-
<br />METAL LATH ... WALLSHEATIHI SHEATHING
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<br />CROWN) STAPLES S,ff
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<br />'STAPLES BET�L�EEN' ST.�L ,� ,� SHOV4dN
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<br />+,i�itOTED
<br />METAL
<br />LATH
<br />ATTACHMENT
<br />DET�LI
<br />REV.09.24.21 SCALE: A" V-CI'
<br />`DETAIL E CEECS THE REQUIREMENTS IFOR FECR 703,,,7,1 L,kTIH'l
<br />'ONLY APPLIES 70 LENNIAR TPAiLL
<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 />AM11111
<br />STUB -OUT FOR '
<br />GAS METER 0
<br />0
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<br />H C G
<br />C C C IV
<br />a _
<br />1'-01, o
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<br />tJ- 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 />10'4"
<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 />T-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 />w++
<br />15/32" CDX
<br />a
<br />PLYWOOD OR
<br />c7
<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 CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
<br />+
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<br />4'-0"
<br />+
<br />4'-0"
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />++
<br />+++
<br />+++++++++
<br />+
<br />Backer and Filler Block Dimensions
<br />BCIOJoist
<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 />602.0
<br />wood panels
<br />2 x — + 5/8" or 3/4" wood panel
<br />902.0
<br />2 x — lumber
<br />Double 2 x — lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />k
<br />Filler blocking
<br />k
<br />1/8" gap °
<br />k
<br />} 1`i
<br />FILL CELL- r- STD. 90° HOOK BOND BEAM
<br />LU
<br />..
<br />..
<br />STD. 90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />DOC
<br />#5 CONT.
<br />.I .... I.
<br />.........
<br />..........
<br />FROM
<br />ON
<br />TOUHI HIGHEST
<br />— — — —
<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 />PLYWOOD FLOOR
<br />SEE PLAN FOR REQ'D
<br />SHEATHING PER PLAN
<br />COLUMN AND
<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 />118" min. } Small gap 2" min.
<br />2"
<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/Plywood/OSB 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 TKE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION -
<br />Birdsmouthcuts. N.T.S.
<br />Under 2nd floor column w/ loads
<br />N.T.S. higher than 15001b
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 pit 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 O
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />Use 3" (10d) nails at 6" o.c.
<br />Q/ Provide adequate bearing
<br />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 />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 />CD co
<br />ffA
<br />6" A 1%" 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 1%"
<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%" 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 />BC15000s
<br />9-1/2"
<br />2-81
<br />2-81
<br />11-7/8"
<br />2-8d
<br />3-8d
<br />14"
<br />2-8d
<br />5-
<br />BC16000s®
<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 />BCI90se
<br />11- ! "
<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 />1.C;
<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 />Plumbing HETAL20 INSTALLATION
<br />L Joist
<br />When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. I -Joist can be offset
<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 />A
<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 />o depth
<br />I -JOISTS BUCKETS
<br />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 />A/C CHASE 4" PVC PENETRATION
<br />SLEEVE THRU STEM
<br />WALL d .1 °
<br />I I, 1 I 1= I4611
<br />°: 11° d:° 11=111=11 �' ' .111= I I
<br />' -II1—I_ ° I —III —_III-
<br />00
<br />III—FINI I GRADE — -III i i
<br />I I —III —III —III —III— I I —III— T . — — — — — )
<br />—III—III—III—III—III ITI=1 I I
<br />III —I � I —IT III—III—� j I- �
<br />SLEEVE THRU STEM
<br />SEE PLAN FOR °• a . • a . < • °
<br />FOUNDATION INFO ' d
<br />STEM FOUNDATION
<br />GRADE REINF. SEE PLAN
<br />Q
<br />�E —a X si
<br />fVL1 LrNAOL 4 rvi-
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<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" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION /—PLUMBING LINE i
<br />-- - - - - - - - - - - - - r----------
<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 />TYP. FND. PENETRATIONS ° F�_ .
<br />d
<br />SCALE: N.T.S.
<br />I11=1I1=1I1=11 ` ' 15111=111
<br />4 �—Ill—_I I I-
<br />'
<br />MAR 2 202 mod- - - - ,- - ,
<br />1 SEE FND. PLN.
<br />SIZE & REINF.
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
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