|
T HIS DETAIL ON LY REFERS TO THE DW1,i10I°1D-MIESiH
<br />EXPANDED i4ETAL LATH ATTACHMENT,
<br />METAL LA4 H --.�. ,
<br />VvALL SHEATHIN
<br />II II ll
<br />�......_ .... ........ . �.: m _.m ...,
<br />�! I l l
<br />fl
<br />,,. t
<br />1SAx1-'1 L11 (F414�r_!11 :TFtO1r't1'f�` 9 I I")X , I ...,I. !
<br />STAP'L S ( S^" O 0. VERT`SE7W ENI " l 1SGAx,1µ1 °T" LCLI 13u°` '' 1
<br />ST71UDS (NOTED THUS:)-�" FPSET �RO�� fil STAPLES
<br />STAE LE k EFT` EE STUDS A:SHOWN —_._W .-_m.m..._,.._® �........ .0 Ems. 1NT `:, L!D
<br />S �
<br />�I��.R
<br />(N I ,
<br />ar, TEC 7U S..i
<br />MET/AL 1 AAC E N ET I L
<br />REVT OG.24,21 SCALE: , 4" V 0,
<br />'DETAIL E OEEDS THE R'E01-11R:EMENTS FOR RESR, 703.7,1 L14TH-
<br />°*L""1NL`t APPLIES TO' NN.AR TR': OA,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'-011
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE 00 0
<br />5'-O"
<br />co -
<br />STUB -OUT FOR 11-01, 0 0 -1
<br />GAS METER 0 41 o
<br />� U
<br />9 O
<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 />T-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'-01,
<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 />C7'
<br />w
<br />M
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE N
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<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ +
<br />+
<br />+ 0" (TYP.)
<br />4'-0"
<br />+ + +
<br />+ +
<br />4'-0"
<br />+++
<br />+
<br />+ +
<br />+
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<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />7+++++++
<br />+ +
<br />+ + + + + ++++++
<br />+
<br />+ + + ++ +
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
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<br />Uri
<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 />15/32" CDX I
<br />PLYWOOD OR
<br />7/16" OSB
<br />11-v ` v v.v. ..s VU RIIVI.I JI Iftl Vf\ IVI9ILJ `W L V.V. LV\]LV (X
<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 />BCI0Joist
<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 />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 />FILL CELL—\ — STD. 900 HOOK r- BOND BEAM
<br />- CONT. #5
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<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 /># 2nd FLOOR
<br />Solid block all posts from
<br />STUDS
<br />U
<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 />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 we stiffener 2" min.
<br />i 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 LEAVING y8' GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />t.
<br />DOUBLE JOIST CONNECTION top irdsm uthce of uis.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column 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 />* over squash=20 blocks and
<br />Non -stacking walls wall or beam below.*
<br />require additional
<br />consideration. Check
<br />local building
<br />code for appropriate
<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
<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 />x
<br />+ 1?
<br />Boise Joist Blocking
<br />1 Inn Q11 /i r)Al nniln .,a a'- ....
<br />J for each lapped joist.
<br />Od nails 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 />Joist
<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 />O (0 C0
<br />11 A 1)/2" ROUND HOLE MAY DO NOT CUT HOLES
<br />6 BE CUT ANYWHERE IN 6 6 CANTILEVER LARGER THAN 1%2'
<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 />Round Hole Diameter (in)
<br />2 3 , 4
<br />5
<br />6
<br />! 7
<br />8
<br />8, 875 11
<br />r ,1
<br />12 3
<br />Rectangular Hole rrie(i)
<br />2
<br />9
<br />5
<br />g S
<br />9 10
<br />6
<br />Any 16" joist 12
<br />Span (tt) I6
<br />20
<br />24
<br />l 0" 1'-1 1"
<br />1
<br />1 3
<br />1 7
<br />1 "- I
<br />, 2 -c4
<br />, _2 Y-1,
<br />1 0 1'-1 1 2
<br />r ,"
<br />, 3`
<br />I 9
<br />"2
<br />r-
<br />�T- 4=_2
<br />tl_ 5'4"
<br />V -0 ; -1 1 -2
<br />1 -2"
<br />1 7-
<br />° T,
<br />3 2
<br />; 3'-10
<br />4'-�W,
<br />�5"-11"
<br />8°__. 7=_2"
<br />I,-0" a 1 E ..
<br />1` 0
<br />2'-0"
<br />3"-p°,
<br />4
<br />0I^
<br />1 a-0" 1._1 . 1,LL2.;
<br />i 1'-?''
<br />2, 5,.
<br />3' 7``
<br />4
<br />-1 xt"
<br />7^-2 . 81^41b
<br />^,. 101 g,,
<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%" 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%2' 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 />Joist
<br />Web Stiffener Fastener Schedule
<br />Joist B aring Location
<br />Series De th I 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 6000se
<br />BCI6500sa
<br />921/2"
<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 />BC160s®
<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- /
<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 T
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/(22)
<br />NAILS 7
<br />R TRUSS
<br />OP PLATE
<br />�J
<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 />Plumbing HETAL20 INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />Backer block (12" wide min.) :III —III —III —I I — —I I I
<br />Nail with 10-10d nails.
<br />Install tight to top flange. SLEEVE THRU STEM °
<br />° . °.
<br />SEE PLAN FOR °• a . • ° . • °
<br />FOUNDATION INFO ° °'
<br />STEM FOUNDATION
<br />GRADE
<br />Filler block. REINF. SEE PLAN
<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. ° . I —_III —I 1=
<br />II I II I I� 11 i-
<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 />II— c °:
<br />I_
<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 />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 H10P
<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 />PENETRATION
<br />°
<br />a a
<br />=1 I=1 I I=1 I I=1 I I=1 I I I• a: I ILII WN—=51-11ri:
<br />)E
<br />=1 I I='— J
<br />III I
<br />Ed
<br />I-L-- 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 />CENTERED @PIPE PLUMBING LINE
<br />PENETRATION
<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 />PENETRATIONFF PLUMBING LINE
<br />— d °O . °/ . na G
<br />a /Q 11=1 11=1 11=
<br />-II1=1I1=1 I—III—_III-
<br />1=III= \ ° / —1 1=I
<br />°
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />Virtual Review Assist, I c.
<br />Plans Review completed and oved
<br />for compliance with the 2020 FBC th Edition
<br />by Debra Anne Klahr PX2300
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<br />LAST PLOT DATE
<br />Nov. 30, 22
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