|
THIS DETAIL. �N..Y RFEI� TO THE CIAMOND-M'EH
<br />EXPAI'�DED ��1E1-AL LATH ATTACHMENT.
<br />f'�ETAL. LATH
<br />�1A.LL SH E'�A°THI NO
<br />II ��,. II II
<br />. I (-�« . I.�.. � .. III .. ,
<br />_ it II
<br />1SG�Ax1-1'�' LOICa (,314'"-1" OROWNI . I �: �' :11 .. I
<br />LES , "� O,C. VERT IEYEEN I I�� ? �. t _ I i `•° 1�SGAs�"I-1/�' LCt (3'l�n11N
<br />ST��,�P ,' �n
<br />.�TU%�'S (ISO. ED TI�US;--) OFFSET I I i I I I ROWN) .�T�PLES
<br />S `AP'LES BETWEEN STUDS AS WN-----®---..-..-�I - O.C, !/EFT IITC STUDS
<br />fCTI=13 THUS.)
<br />I�'I ETA L LAT ATTAC � M E NT D ETA � L
<br />REV'. Ct.�4.21 SCALE: {4" = 1°-"
<br />DETAIL EXCEECS THE REQUIREMENTS FOR FISCR 74�.7. LATH*
<br />'ONLY APPLIES TO LENNAR TPAtJAX'*
<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 I� 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 />4$llyl
<br />STUB -OUT FOR "'
<br />GAS METER C —
<br />0
<br />CV
<br />H C G
<br />C C O
<br />a
<br />�-
<br />1'-0° o
<br />o �
<br />� U
<br />0
<br />x
<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) SIUPSON 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 />w
<br />J
<br />Q
<br />c�
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RII�C;F I INF
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />-�.
<br />1
<br />+ + + + + + + + Q
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ +
<br />+
<br />+
<br />4'-0"
<br />+
<br />+ +
<br />+ +
<br />4'-0"
<br />+
<br />+
<br />9l�.
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + + o
<br />+ +
<br />+ + + + + + + + + + +
<br />+
<br />++
<br />+++
<br />+++++++++
<br />+
<br />C?�
<br />— 15/32" CDX
<br />PLYWOOD OR
<br />7116" OSB
<br />BRIDGE 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 MAYBE 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 />BCI�Joist
<br />Backer Block
<br />Series
<br />Thickness
<br />Filler Block Thickness
<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 />60 2.0
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />90 2.0
<br />2 x —lumber
<br />Double 2 x —lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Nat required if both loaded equally from above)
<br />k
<br />Filler blocking °
<br />1/8"gap °
<br />k
<br />,. ,�
<br />FILL CELL
<br />BOND BEAM STEP
<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 /># 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. 2" min.
<br />}Small gap
<br />2" a
<br />m x. � 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 1l8"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 />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 �" GAP @TOP sides by 6". -Hangers with sides not containing WEB STI F F E N E R
<br />top flange ofjoist.
<br />DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.s.
<br />-Under 2nd floor column w/loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEADING
<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 />�1/16"
<br />code for appropriate
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or--20 sinker
<br />lateral load.
<br />�
<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 />l lsa 3" findl Haile at R" nr._
<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.* C
<br />�When joists meet over wall, provide 1 `
<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 />�'/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist
<br />for each lapped joist.
<br />blocking panel *Non -stacking walls
<br />10d nails SECTION @INT. BRG. WALL require additional consideration.—
<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 />❑ -�
<br />6�� A 1Yz°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%2'
<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 BYTHE 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAYBE 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 />N.T.S.
<br />Jc
<br />Web Stiffener Fastener Schedule
<br />Joist Bearin Location
<br />Series De th 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 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 />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 />Plumbing
<br />Backer block (12"wide min.)
<br />Nail with 10-10d nails.
<br />\Install tight to top flange.
<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 />p depth
<br />I —JOISTS BUCKETS
<br />N.T.S.
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />5/8">D
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />'OP PLATE
<br />1.0
<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 />HETAL20 INSTALLATION
<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 a ° d
<br />d i I° °
<br />a°. ..a .�.�� ��III, III —ill —III —II ° � d, d, d. O I—III—I�IiT, 1 III
<br />' -I —_III—I— a �—III—I � I-
<br />° � ' I i—III— ' I I ' . —III—i I
<br />11I-11I-11I-11I-11I ..III-111 _ _ _.�_ FINISH GRADE '' -I11— I I III_
<br />SLEEVE THRU STEMS ° .�� ° v. °:
<br />a.
<br />� SEE PLAN FOR °• a .. . a . • ° °
<br />FOUNDATION INFO ° °
<br />STEM FOUNDATION
<br />GRADE REINF. SEE PLAN
<br />d
<br />a ���.��
<br />. ° �—I,��III���III—�
<br />fv� �rlN,ac 4 rv�.,
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />� i� IT J �
<br />L__�
<br />i�-- SEE FND. PLN.
<br />—_,
<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
<br />PENETRATION PLUMBING LINE I
<br />�a . � .
<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—�.--.d-- °°. °/ as
<br />11=III=III=11 ` 11=III=III:
<br />" I I �—_III—� `\. � ° a � �—_III—_� I I-
<br />I— —_
<br />I �,1�1�1�= �� o � ° °��—I�IIII�, II�
<br />II_ � ° i II
<br />MAR 2 � ���� �� ��-�----,�. ��
<br />SEE FND. PLN.
<br />SIZE &REINF.
<br />Virtual Review Assist. Inc.
<br />plans Review completed and approved -
<br />tor compliance with the 2D2D FBC 7th Ediin� �
<br />by Debra Anne Klahr PX23Q0
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