|
THIS DETA1 ONLY REFERS TO THE DIAMOND-lOESH
<br />EXPANDED METAL LATH A7 ACHMENT.
<br />METAL LATH
<br />v'O'_ �1-r-EATHING
<br />-4-
<br />lit
<br />>
<br />I 1
<br />L
<br />16GAxl-1 1"' LONG 13,4%"' CRO��,`N)
<br />STAkPLES.& G" 0 C.'I BETWEEN
<br />I I- tIAX
<br />I GGAY1 -1, --LONG �3.4'-V'
<br />STk�DS i,N0_ i ED THUS:- i - OF::7s=T
<br />CROIAI'N, STAPLES,411 6"
<br />STAPLES BETWEEN STUDS AS SHOWN
<br />0 r. '.`ERT INTO ST IDS
<br />i,NiDTED THUS:—�
<br />METAL
<br />LATH
<br />ATTACHMENT
<br />DETAIL
<br />RE'IIII`. 09.24�21
<br />-DETAIL EXCEEDS THE REQUIREIMEN75 FOR F--_,:�R 70.7.1 ATII
<br />-ONLY?`�.PP-11ES �O LENNAR TPAI'.�IX*'
<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 C1 063 &
<br />ASTM C1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />101-01,
<br />TANK -LESS W/H
<br />5'-0"
<br />STUB -OUT FOR -1
<br />GAS METER 0
<br />H C G
<br />000
<br /><
<br />C)
<br />z a -1
<br />9 LO
<br />- 0
<br />It 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'-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 />1 8'-6"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />111-01
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" 0. C.
<br />13'-0"
<br />(3) 16d'FOENAILS
<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 />N
<br />* + + 4 . . . . . . . . . .
<br />. . . . . . . . . . . . 4- +
<br />+ 4f . . . . . . . . E, . .
<br />. . . . . . . . . . . . + +
<br />* . . . . . . . . . .. (0, 1 . .
<br />. . . . . . . . . . . . 4- +
<br />+ 44 . . . . . . . . . ... .
<br />. . . . . . . . . . . . + +
<br />+ +
<br />4- +
<br />+ 4
<br />/++
<br />+ +
<br />+ I yP`
<br />-01, (TYP.)
<br />0" (T
<br />4-10"
<br />4'-0"
<br />+
<br />+ 4 + +
<br />+ + . .
<br />+ + +
<br />. . +
<br />F +
<br />+
<br />+ 4
<br />+ 4
<br />UJ + + +
<br />+ + + 4 +
<br />15/32" CDX
<br />ED + 4
<br />+
<br />< , . .
<br />. . + +
<br />PLYWOOD OR
<br />+ +
<br />+
<br />7/16" OSB
<br />+ 4 . . . . . .. . . .
<br />. . . . . . . . . . . .
<br />+ + /+ + . .
<br />4 . . . . . . C?
<br />. . . . . . +
<br />+ . . . . .
<br />+ 4 + + co +
<br />+ +
<br />. . .
<br />. . . . . . . . . . . .
<br />��
<br />+ + + + + + + + +
<br />. . . . . . . . +
<br />\—RIDGE LINE
<br />140 MPH (ult)3 SECOND GUST EXPOSURE `I 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 />FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<br />NOTE:
<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
<br />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 />BCIOJoi,t
<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- 118" or two 1/2"
<br />6500s 1.8/1.7
<br />wooJ panels
<br />2 x - + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0
<br />I
<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 />Filler blocking
<br />1/8" gap
<br />FILL CELL --- STD. 90' HOOK BOND BEAM
<br />SIMPSC
<br />w/ (22)'
<br />NAILS I
<br />CONT. #5
<br />BAR
<br />5/8"0
<br />#5 CONT.
<br />THRU
<br />BOLT
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<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 BLOCKINGfTJI
<br />MASONRY WALL OR
<br />INTERIOR BRIG. 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. I Small gap 21' min.
<br />2" "
<br />max. 4
<br />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 />2x4/Plywood/OSB web stiffener 2" min.
<br />4) Place joists together and nail from each side with 2 rows of 1 Od nails
<br />required when indicated or 4"
<br />.
<br />16
<br />1 6-
<br />2x CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING Y8" GAP@ TOP sides by 6".
<br />- Hangers with sides not containing
<br />top flange of joist. WEB STIFFENER
<br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer
<br />=1 900 plf max along load bearing wall.
<br />Load bearing wall must stack
<br />L'
<br />*Non -stacking walls
<br />over squash=20 blocks and
<br />0
<br />require additional
<br />wall or beam below.�
<br />consideration. Check
<br />k
<br />local building
<br />_f
<br />--- T1/16"
<br />code for appropriate
<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
<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 />Usp 3" (10(il nailsst 5" In r
<br />Provide adequate bearing
<br />for each lapped joist.
<br />1 Od nails
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />DIMENSION OF LARGEST HOLE
<br />D (KNOCKOUT EXEMPTS)
<br />(see table below) D
<br />1 (see table below)
<br />�:T
<br />I
<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 diredy over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />FWhen joists meet over wall, provide
<br />13/4" 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 />T 2
<br />Use 1 Odx3" nails at 6"o.c. for all joist
<br />-stacking walls
<br />blocking panel *Non
<br />require additional consideration.
<br />\-DO NOT
<br />BE CUT ANYWHERE IN 6" 1 6" CANTILEVER LARGER THAN
<br />A %" ROUND HOLE MAY CUT HOLES
<br />THE WEB. PROVIDE AT _,01 '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 1Y2"
<br />Round Hole Diameter (in)
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />8.875
<br />10
<br />11
<br />12
<br />13
<br />Rectangular Hole Side (in)
<br />2
<br />3
<br />5
<br />6
<br />8
<br />9
<br />10
<br />Any 16" joist
<br />Span (ft)
<br />8
<br />V-0"
<br />V-1�'
<br />l'-2"
<br />V-2"
<br />V-3"
<br />1 '- 3 "
<br />V-7
<br />1'- 11 "
<br />12'-4"
<br />2'-9"
<br />IT-2"
<br />, I
<br />3'-7'
<br />12
<br />V-0"
<br />V-1"
<br />l'-2"
<br />V-2"
<br />l'-3"
<br />1'-9"
<br />2'-4
<br />2'-11"
<br />3'-7"
<br />4'-2-
<br />4�-9"
<br />5'-4 "
<br />16
<br />1 V-0"
<br />V-1"
<br />V-2"
<br />V-2-
<br />l'-7"
<br />2'-5-
<br />3'-12"
<br />'-10"
<br />4'-9"
<br />5'-7"
<br />6'-4
<br />7'-2 "
<br />—
<br />,0
<br />1'-0"!
<br />1 -1-
<br />I,--r
<br />V-2"
<br />2 -0
<br />13'-0"
<br />14'-0"
<br />4'-10"
<br />5'-11"]6'-11"17'-11"
<br />8 .-ill,
<br />24
<br />V-0"
<br />I V-1
<br />1
<br />V-3"
<br />2'-Y'
<br />1 3�-7
<br />14'-�,-'
<br />5--1 0"
<br />1 7 -2
<br />8'-4
<br />9'-.6"
<br />10--9- 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. 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 />N.T.S.
<br />JC
<br />Web Stiffener Fastener Schedule
<br />Joist Bearing ocation
<br />Series D-e-P -th End intermediate
<br />BCI 5000s
<br />9-112"
<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 />BCI 6000s@
<br />BC16500suR
<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 />BCI 60SO
<br />11 -7/8"
<br />-T-8d
<br />3-8d
<br />14"
<br />1 2-8d
<br />5-8d
<br />16" 1
<br />2-8d
<br />6-8d
<br />BCI 90 0
<br />s
<br />11 -7/8"
<br />1 3-16d
<br />I 3-16d
<br />14"
<br />1 5-16d
<br />I 5-16d
<br />"
<br />16d
<br />6-16d
<br />Plumbing
<br />Backer block (12" wide min.)
<br />Nail with 10- 10d nails.
<br />',,,Install tight to top flange.
<br />Nail with
<br />Filler block.
<br />10-1 Od nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />_J
<br />1/4"_2" gap—
<br />z
<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 han6er. doesn't meet
<br />height
<br />requirements
<br />7.
<br />0.6 X Joist
<br />depth
<br />//
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />SIMPSC
<br />w/ (22)
<br />NAILS I
<br />R TRUSS
<br />OP PLATE
<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 />7- AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20
<br />HETAL20 INSTALLATION
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU STEM
<br />WALL
<br />SLEEVE THRU STEM-/
<br />SEEPLANFOR-1-11 A
<br />i 0 ,
<br />FOUNDATION INFO 4
<br />STEM FOUNDATION
<br />GRADE
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />1'�—A/C CHASE 4- 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 />LOCATION OF
<br />SECOND H10A
<br />(WHEN
<br />SIMPSON H10A REQUIRED)
<br />w/ (118) 1 Od x 1 1/2"
<br />NAILS
<br />UPLIFT= 1015#
<br />.0
<br />X 1 1 /2'
<br />D1
<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 />PLUMBING LINE
<br />PVC OR SCH40 SLEEVE
<br />.4
<br />4
<br />. I
<br />)E
<br />=FFF_=__r__
<br />I lEd
<br />Ed I ` F_
<br />I IE L___
<br />EA
<br />_LL_
<br />SEE FND. PLN.
<br />SIZE & REINF
<br />12" BELOW
<br />PIPE VERTICAL THRU FND.
<br />GRADE
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4' 0"
<br />P
<br />PENETRATIONA PLUMBING LINE
<br />CENTERED@ PI E
<br />- - - - - - - - - - - - - - - - - - - - - - - - - -
<br />- - - - - - - - - - - - - - - - - - - - - - - - -
<br />21!
<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 />I
<br />'Tq 141
<br />4
<br />. ,d .. 4<
<br />...
<br />-=I I 1��Ei I 1� 1 -11
<br />77d /., I r
<br />rF, .111 1LF 'I-
<br />/. /P
<br />-- — — — —
<br />SEE FND. PLN.
<br />SIZE & REINF. OCT 1 8 2022
<br />Virtual Review Assisi, inc
<br />Plans Review COMPleted and approvej
<br />for COMPliance with the 2029 F8C 7th Edit!c�,
<br />h,V Debra Aring Klahr PX2300
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