|
THIS I "DETAIL 011-40'P"EIFERS TO THE DIAMOND -MESH
<br />EXPANDED METAL LATH ATTACHMENT.
<br />MIET,AL LATH - _ WALL S''HEATHI I',*
<br />l i . II II
<br />N I
<br />.I II � ... III. .. i I• ..
<br />_ I (,I
<br />16AO-•112" LONG ('4m Imp CRO gAd,tr4N n"�'"�'
<br />STAPLES @ r O.0 VERT SETOiEEI
<br />n I LAX I 'll S1A, I I 161-1 , LONG, (3^4i1-1
<br />S(mr
<br />STUDNOTE HL1S:—.)-OFFSET I u pN 1----- I CRC"A" S PLES 511r
<br />STAPLES BETWEEN STUDS AS SHOWN _........ � __..... ... _-........ O,t . VERT IIIJO STUDS
<br />(NOTED THUS:---)
<br />METAL LATH ATTAC H M E'NT!DETA'I! L
<br />tl "DETAIL EXCEEDS THE IIFEQUIREMEtATS FOR FBCR 03.7.1 LATH''
<br />_r,01`41_`°' APPLIE''.S� TO LEW,, AR. TP'A"/JAK`
<br />LATHING ACCESSORIES:
<br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2 LONG (3/4"-1 CROWN) STAPLES @ 6"
<br />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 />10'-0'r
<br />TANK -LESS W/H
<br />CORNER OF
<br />HOME H C G
<br />GARAGE SIDE O O O
<br />5'-0" a -
<br />STUB -OUT FOR 1 r-Owl O O C)
<br />GAS METER O 0 LO
<br />Ej^ U
<br />O 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.G.
<br />T-5"
<br />(2)16d TOENAILS
<br />2" X 6" @ 16" Q.C.
<br />10'-8"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" Q.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'-0"
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />13'-0"
<br />(3) 16d TOENAILS
<br />2" X 12" @ 24" Q.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 />A
<br />J
<br />Q
<br />c7
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGE LINE
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + [^]
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ 'i' + + + + + + + �,p
<br />+ + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ +
<br />+
<br />+ -Orr (TYP.)
<br />4+0
<br />+
<br />+ +
<br />+ +
<br />4'-0"
<br />+ + +
<br />+
<br />+ +
<br />+
<br />+ + ,
<br />��
<br />+ + +
<br />+
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+ + + + +++++++
<br />+ ++
<br />+ +
<br />+ + + +q++
<br />Z++
<br />+ + + + + +++ + + +
<br />+
<br />+
<br />+ + + + + +
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />++
<br />+
<br />+++++++++
<br />+
<br />IM
<br />— 15/32" CDX I
<br />PLYWOOD OR
<br />7/16" OSB
<br />I `—RIDGE LINE
<br />140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS O 6" O.C. EDGES &
<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 />BCI®Joist
<br />Backer Block
<br />Series
<br />Thickness
<br />Filler Block Thickness
<br />3/4" orp
<br />5000s 1.8/1.7
<br />nel
<br />wood panels
<br />Two 3/4" wood panels 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
<br />STD. 900 HOOK BOND BEAM
<br />W
<br />`C STD. 90°
<br />.
<br />CONT. #5
<br />CONT. #5 HOOK
<br />-
<br />BAR
<br />BAR
<br />#5 CONT.
<br />..
<br />.... ..
<br />........ ..
<br />FROM
<br />NDATION
<br />TOHIGHEST
<br />1
<br />BOND BEAM
<br />max
<br />v 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 />Solid block all posts from # OF 2nd FLOOR
<br />above to bearing below. STUDS
<br />SECTION
<br />@ INT. BRG. WALL
<br />N.T.S.
<br />min. 2" min.
<br />} Small gap „
<br />2"
<br />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 1 Od nails 2x4/Plywood/OSB web stiffener 2" min.
<br />) g"
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4max.
<br />- Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S. higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1 900 pIf max. along bearing wall
<br />BEARING Use 3" (1 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer
<br />Load bearing walls when load bearing - for lateral support when joists
<br />Vertical load transfer =1900 pIf max along load bearing wall. meet over wall, or wall stacks directly over wall or
<br />Load bearing wall must stack beam below
<br />'Non -stacking walls over squash=20 blocks and Load bearing wall must stack over
<br />9 wall or beam below.* blocking and wall or beam below."
<br />require additional
<br />consideration. Check
<br />local building When joists meet over wall, provide
<br />code for appropriatepzv: I -Joist can be offset
<br />1/16" 1 3/4" minimum bearing for each.
<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) --I
<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 />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap +
<br />k
<br />-' Provide adequate bearing
<br />for each lapped joist. Use 1 Odx3" nails at 6"o.c. for all joist
<br />blocking panel "Non -stacking walls
<br />10dnails 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 />Err A 12" ROUND HOLE MAY Crr Err DO NOT CUT HOLES
<br />BE CUT ANYWHERE IN V CANTILEVER LARGER THAN 1Y2"
<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 />R+�supd I'-l+bfe IDIa,ieter isa
<br />-
<br />2
<br />3
<br />4
<br />5
<br />6 ,,
<br />7
<br />IS'
<br />0 '87`6
<br />, t 0
<br />11
<br />12
<br />13
<br />Rectangular Mole Side (in)
<br />—_
<br />2 �-
<br />3
<br />5 -
<br />6-�
<br />8
<br />9
<br />10
<br />Any •16" joist.
<br />Span I;ft)
<br />8
<br />1, 0,»
<br />.1 " 1,"
<br />1 '-2
<br />17.
<br />1 J" -
<br />1
<br />1 ';r
<br />1 11 ,....
<br />-4
<br />2 :+,
<br />3
<br />'"-7 ,
<br />12
<br />V-�0""
<br />1'-1"
<br />1 -2'
<br />' V-2
<br />1 -3„
<br />1 r �""
<br />2'4"
<br />2, 11
<br />°_
<br />rr "
<br />4' 1^^
<br />4"-9"
<br />64"
<br />16R
<br />1» 1",
<br />V-2".
<br />V-2»,
<br />1'-7,»
<br />3r w
<br />10
<br />_4 9 '
<br />5_7"
<br />W-4"
<br />7»-2"
<br />20
<br />_rr,""I
<br />d1
<br />1 1 r"V
<br />1�1"v'7'-"11
<br />"n8r-11,241»
<br />1""
<br />1"-2"'
<br />1' 3"
<br />2"-5"
<br />3"-'7""
<br />4"-J'"
<br />f "-1011
<br />7' �""
<br />8"�'""
<br />P114rtT
<br />10H_9,r11
<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 />T 1Y" 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 CALL 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 FastenerSchedule
<br />Joist BearingLocation
<br />Series Depth End Intermediate
<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 />BC16000s®
<br />BCI6500sQ
<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 />BCI90so
<br />"
<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 />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 />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 H10P
<br />SIMPSON H10A ° ° s° (WHEN
<br />w/ (18) 10d x 1 1/2" REQUIRED)
<br />NAILS
<br />UPLIFT = 10154
<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 ° °
<br />a . I I ° °
<br />• , a° ' , ' � ---. I ITr I �— 1 ° .. °: I I ° , 4 : v' �-ri-r�rrT
<br />FINI GRADE I�
<br />II I I I I I I I I I II I I I I I ILL I I III —I 11=1 I =�1 I Iil I ICI' �)
<br />Tf 1Tf—fII=TTT Tl1= —111 I11=1 1=1 I II1=1I1=1 I* )
<br />Backer block (12" wide min.) �I
<br />Nail with 10-10d nails. _
<br />Install tight to top flange. d
<br />SLEEVE THRU STEM °
<br />SEE PLAN FOR °• ° . • "
<br />FOUNDATION INFO
<br />STEM FOUNDATION
<br />`V F-GRADE—ncrnrr c rr. nr nnr
<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 />H/t.r l.rr7HC 4 rvt,.
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND, PENETRATIONS
<br />SCALE: N.T.S.
<br />h----
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />12" BELOW
<br />GRADE
<br />PIPE VERTICAL THRU FND.
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4'4'
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />e °
<br />------------------------
<br />'°
<br />.
<br />SEE FND, PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0"
<br />PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION
<br />PLUMBING LINE
<br />b A
<br />i 111 lll I
<br />11-1 I I -I 1I-
<br />.
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />r
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<br />LAST PL+; pT DATE
<br />Mar. 9, 23
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<br />STRUCTURAL
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