|
METAL !LATH
<br />WALL .SHEATHING
<br />I 11
<br />I II
<br />Ll
<br />t
<br />I I�-•��.
<br />I.
<br />�1) I I
<br />160A3. V,2" LONG (34!-1' CROWN)
<br />STAPLES � 6"' O.C, w'1ERT BETIA/EE (af1
<br />i w
<br />l l 1 I
<br />1SGaAx1-1iZ" L0NG 13 4'fi"1fi
<br />S °LDS (NOTED 1-1Lt .,...i =OFFSET
<br />CROWN G T a�Pi S � 66"
<br />fERT
<br />STAPLES IEETINEiEIN STUNS AS SHOWN
<br />..
<br />IN70 STUDS
<br />f NOTED THUS,. -
<br />ETAL
<br />II C E T
<br />T L
<br />RED'. 013 24L1
<br />SCALE: 304" - 1'. „
<br />"DETAIL FzACEEDS THE
<br />REQUIREMENTS FOR FSOR 703,71 LATH'
<br />"ONLY APPLIES TO LENNAR TPA[.aA -*
<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 O
<br />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 />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 />F-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 />01,1
<br />15/32" CDX
<br />QPLYWOOD
<br />OR
<br />O
<br />7/16" OSB
<br />+ + X
<br />+
<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 />+
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+ + + + + +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />4'-0"
<br />tt
<br />4'-0"
<br />Zd++
<br />+ +
<br />++++
<br />+++
<br />++
<br />+++
<br />+++++++++
<br />+
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4"
<br />5000s 1.8/1.7
<br />p nel
<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 />2x — + 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 />r
<br />Filler blocking
<br />1/8" gap ° x
<br />FILL CELLS STD. 900 HOOK BOND BEAM
<br />U)
<br />W
<br />..
<br />............ .. ..... .... ......
<br />Q STD. 90°
<br />]�
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />OOC
<br />..
<br />....... ....
<br />45 CONT.
<br />FROM
<br />ETOUHIGHESOT
<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 na
<br />when
<br />possible
<br />ils
<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 1 Od 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 t/$' GAP @TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION top flangeuthcuts.
<br />- Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor coil imn w/ marls
<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 O
<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 />I NP 3" 110d1 nails at 6" n c_
<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 />'-�, 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 require additional consideration.
<br />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 />o
<br />CD
<br />6 A 1 z" ROUND HOLE MAY 6,6a 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 1�"
<br />Round Hole Diameter (if)
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />B
<br />&875
<br />10
<br />111
<br />1z
<br />13.
<br />tR otan2ular Hole Side (In)
<br />2
<br />3
<br />5
<br />6
<br />8
<br />i 0
<br />Any 16°" joist
<br />Span (11)
<br />3
<br />12
<br />1,-0.,
<br />1" 0"'
<br />1
<br />1 1'"
<br />1 -2"
<br />V-2W
<br />1" `�°
<br />1'_3`.
<br />V-3",
<br />1 - "
<br />1 -g""
<br />1 7
<br />2
<br />14
<br />2!-! 1"'
<br />.,
<br />�. �,"
<br />"
<br />4-�"'
<br />4' �
<br />.1.
<br />5
<br />16
<br />1-D"'
<br />1'_1"
<br />1.2`
<br />1-2,
<br />.E 7.
<br />T-5-
<br />T-21"
<br />3-10"°
<br />"'-9"
<br />-T'
<br />64"
<br />7`-2-
<br />20
<br />1'-0"'
<br />1'-1 "
<br />1'-2"°
<br />1'-?"
<br />2'-0
<br />3"
<br />D,<
<br />4 1 .<
<br />° 1 1 ",
<br />6' 1 1'"
<br />7"-1 1.
<br />8`-11="
<br />4
<br />--0"
<br />1 1"
<br />1.-aa
<br />1, 3,r
<br />f-5",
<br />3'-7'
<br />y-
<br />,^' 10`
<br />7a-2,"
<br />Sa-, Rd
<br />_i,
<br />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. 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 %" 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 />0
<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 />5-8d
<br />BCI6000s®
<br />BCI6500sw
<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 />BCI90s®
<br />11-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />5-16d
<br />5-16d
<br />16"
<br />6-16d
<br />6-16d
<br />SIMPS(
<br />w/ (22)
<br />NAILS 1
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPS(
<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/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULEFOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />Plumbing HETAL20 INSTALLATION
<br />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" wic:j min.)
<br />Nail with 10-1 Od 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 required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />0.6 X Joist
<br />depth
<br />-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 />o LOCATION OF
<br />SECOND H10A
<br />03
<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
<br />I U, 9
<br />=1 1-1 11-1 1=1 1=1 d d. I I• a": I-i 1=1 1=1 I I-1 I I
<br />A. d I —I I I —I 11- 1
<br />41 ° e � ''I ;III= �. .• i i' . —III,;
<br />1=1 i 1=1 11=1 1=1 I I(=I FINI GRADEI-
<br />I I —I 11—I I I —I 11—I I I—
<br />—III—III-1 11=1 I I —III III—M1111
<br />III—I I —I I —I I —I 1-1
<br />11=1 11=1 11=1 11=1 11= 11=1 I I I=1 I I —III III —III —III V �
<br />SLEEVE THRU STEM—/ °
<br />SEE PLAN FOR--'°• a . • • °
<br />FOUNDATION INFO ° d
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />rv%, �,nrxx,+ rv%,
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />Illy L----�
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />BELOW
<br />GRADE PIPE VERTICAL THRU FND.
<br />G
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />a d d
<br />- ° d
<br />------------- - - - - - - - -
<br />-
<br />d
<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 />° ° .d
<br />------� . a --.-- — °°. c�" na
<br />,III—;1I1=1I1=1I `� :` a ,a I1=1I1=1I
<br />I F
<br />-1I1=1I1=1 a
<br />d. a �i �I l l
<br />.��
<br />------
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />OCT 2 0 2022
<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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<br />LAST PLOT
<br />DATE
<br />Jul. 21, 2
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<br />STRUCTURAL
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