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CONVENTIONAL FRAMING SPAN TABLE
<br />MEMBER SIZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS,
<br />2' X 4' 'a 16" O.G.
<br />1'-5'
<br />(2) 16d TOENAILS
<br />2' X 6' 6 16' O.G.
<br />10'-8"
<br />(2) 16d TOENAILS
<br />2' X 8" 6 16" O.G.
<br />13'-9"
<br />(3) 16d TOENAILS
<br />2" X 10' Q 16" O.G.
<br />16'-5°
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />2" X 12' 9 16' O.C.
<br />19'-3"
<br />(1) USP HTW20 OR (4) 16d TOENAILS
<br />2' X 4" e 24' O.C.
<br />0 -11,
<br />(2) 16d TOENAILS
<br />2' X 6' S1 24" O.G.
<br />8'-0
<br />(2) 16d TOENAILS
<br />2" X 6" -1 24' O.G.
<br />III -Oil
<br />(2)16d TOENAILS
<br />2" X 10' e 24" O.C.
<br />13'-0'
<br />(3) 16d TOENAILS
<br />2' X 12' @ 24' O.G.
<br />15'-4'
<br />(1) USP HTW20 OR (3) 16d TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />.. SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />COMPONENT & CLADDING DESIGN PRESSURE
<br />(120mph, enclosed, 3 sec. gust, 2.1/12 to 6.9/12 pitch, Exposure C, Height = 30 feet, Importance Factor= 1.0)
<br />TRIBUTARY AREA (ft2)
<br />ROOF
<br />WALL
<br />ZONE 1
<br />ZONE 2& 3
<br />ZONE 4
<br />ZONE 5
<br />10
<br />20.9
<br />-33.2
<br />20.9
<br />-70.1
<br />36.3
<br />-39.3
<br />36.3
<br />-48.6
<br />20
<br />19.0
<br />-32.2
<br />19.0
<br />-63.6
<br />34.6
<br />-37.7
<br />34.6
<br />-45.4
<br />50
<br />16.7
<br />-31.1
<br />16.7
<br />-55.0
<br />32.5
<br />-35.6
<br />32.5
<br />-41.0
<br />100
<br />14.7
<br />-30.1
<br />14.7
<br />-48.6
<br />30.8
<br />33.9
<br />30.8
<br />-37.7
<br />125
<br />14.7
<br />-30.1
<br />14.7
<br />-48.6
<br />30.8
<br />-33.9
<br />30.8
<br />-37.7
<br />Notes: 1 For effective areas or w ind speeds betw een those given above the load
<br />may be interpolated, otherw ise use the load associated w ith the low er effective area.
<br />2 Table values shall be adjusted for height and exposure by multiplying by adjustment
<br />coefficients in Table R301.2(3) of the Florida Residential Code 2007
<br />3 Flus and minus signs signify pressures acting toward and away fromthe building
<br />surfaces
<br />UPLIFT CONNECTION CRO55-REFERENCE
<br />USP STRUCTURAL CONNECTORS
<br />SIMPSON STRONG -TIE
<br />CONNECTOR
<br />UPLIFT
<br />CAPACITY
<br />LATERAL
<br />CAPACITY
<br />FASTENERS
<br />CONNECTOR
<br />UPLIFT
<br />CAPACITY
<br />LATERAL
<br />CAPACITY
<br />FASTENERS
<br />MASONRY APPLICATIONS
<br />MASONRY APPLICATIONS
<br />HTAI6
<br />1500
<br />590
<br />13-10d x 1 1/2'
<br />METAI6
<br />1450
<br />335
<br />1-10d x 1 1/2'
<br />HTA20
<br />1500
<br />590
<br />13-10d x 1 1/2'
<br />META20
<br />1450
<br />335
<br />1-10d x 1 1/2'
<br />HTT16
<br />4290•
<br />18-16d
<br />HTT16
<br />3955•
<br />--
<br />18-16d x 2 1/2'
<br />HTT22
<br />5310,
<br />--
<br />32-16d
<br />HTT22
<br />4165•
<br />--
<br />32-10d
<br />LUGTZ
<br />1850
<br />__
<br />16-10d 4 5-1/4'x3'
<br />Wedge bolts
<br />LGT2
<br />2150
<br />_
<br />16-Ibd Sinkers 4 1-
<br />1/4'x2 1/4' Titen
<br />L5T19
<br />1390*
<br />--
<br />8-10d
<br />LTTI9
<br />1350.
<br />-
<br />8-16d 5inker5
<br />LTT131
<br />2650,
<br />--
<br />I6-10d x 1 112'
<br />LTT131
<br />2310,
<br />-
<br />I6-10d x 1 1/2'
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT1
<br />585
<br />110
<br />10-8d x 1 1/2"
<br />H2.5
<br />415
<br />150
<br />10-8d x 1 1/2"
<br />RT16
<br />1030
<br />645
<br />16-8d x 1 1/2'
<br />H10
<br />995
<br />285
<br />111 x 1 1/2'
<br />RT16-2
<br />1030
<br />390
<br />16-8d x 1 1/2'
<br />H10-2
<br />160
<br />395
<br />12-10d
<br />5FT22
<br />115
<br />260
<br />8-10d
<br />SPI
<br />585
<br />--
<br />10-10d
<br />SPT24
<br />1015
<br />260
<br />12-10d
<br />51=2
<br />1065
<br />1
<br />12-10d
<br />5P74
<br />885
<br />--
<br />6-10d x 1 1/2'
<br />5P4
<br />885
<br />-
<br />6-10d x 1 1/2'
<br />5PTH4
<br />1130
<br />-
<br />12-10d x 1 1/2'
<br />5PH4
<br />1360
<br />-
<br />12-10d x 1 1/2'
<br />MUGT15
<br />3965
<br />22-10d
<br />MGT
<br />3965
<br />22-10d
<br />LUGT2
<br />2260
<br />--
<br />32-10d
<br />LGT2
<br />2050
<br />30-16d Sinkers
<br />PTUU20
<br />1530
<br />95
<br />20-10d
<br />14T520
<br />1450
<br />-
<br />20-10d
<br />MSTAIS
<br />1215
<br />-
<br />14-10d
<br />L5TA16
<br />1165
<br />-
<br />14-10d
<br />MSTA24
<br />1305
<br />-
<br />I0-10d
<br />L5TA24
<br />1235
<br />-
<br />18-10d
<br />MSTA30
<br />1635
<br />22-10d
<br />LSTA30
<br />1640
<br />-
<br />22-10d
<br />MSTA36
<br />1635
<br />22-10d
<br />LSTA36
<br />1640
<br />-
<br />24-10d
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />HUS26
<br />1925
<br />20-16d
<br />HU526
<br />1550
<br />--
<br />20-1601
<br />THDH26-2
<br />2605
<br />30-1(od
<br />PGUS26-2
<br />2325
<br />-
<br />28-16d
<br />HUS28
<br />2510
<br />-
<br />30-16d
<br />HUS28
<br />2000
<br />30-1(od
<br />THDk1210-2
<br />3910
<br />-
<br />58-1601
<br />HGU528-2
<br />3220
<br />-
<br />48-16d
<br />CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU
<br />NOTES
<br />1) CONNECTOR CAPACITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL
<br />INFORMATION
<br />2) DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH
<br />COULD FORCE THE PLATE OFF THE TRUSS.
<br />"J" BOLTS REPLACEMENT CHART
<br />THE FOLLOWING 'J' BOLTS CAN BE REPLACED WITH THE CORRESPONDING
<br />BOLTS, THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB APPLICATION ONLY.
<br />NOTE: EXPANSION BOLTS NOT RECOMMENDED 51 CONC. STEP
<br />"J" BOLTS
<br />EXP,4N5I0N BOLTS
<br />5/S"0x�o"
<br />5/5"�x6"MIN.
<br />5�a X 10"
<br />Sib " O x 10" MIN.
<br />MIN. EMBEDMENT
<br />5GHEDULE FOR
<br />E AND QUANTITY
<br />OF FA5TENERS
<br />T,I'1=ICAL HTA 20-10 / HTA 20
<br />INSTALLATION
<br />LL,
<br />1
<br />RC,ICIF DIAE'��Rc' Pv1 11.<',IL IP=1;HEC%L.ILE
<br />�InTF I II !F
<br />+ +
<br />+
<br />+ +
<br />+ + + + + + + + +
<br />+ + + + + + + +
<br />+ + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />+ + + + + + + + + + + + + +
<br />- + -
<br />+ +
<br />+
<br />+ +
<br />+
<br />+
<br />+ +
<br />+ +
<br />+ +
<br />--
<br />+
<br />+
<br />+
<br />- ---
<br />++
<br />+ +
<br />+ +
<br />++ - -�
<br />+
<br />+
<br />+ 1c
<br />+
<br />+ +
<br />+ +
<br />++
<br />+ +
<br />+
<br />+
<br />+
<br />+ +
<br />+ +
<br />+++
<br />+++
<br />+
<br />+ + + + + + + +
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + + + + +
<br />+ +
<br />+ + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + y
<br />+
<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + +
<br />+ +
<br />+ + + + + + +
<br />+
<br />ol
<br />r "15L1 �I. P z
<br />PL
<br />LINE
<br />120 MPH 5 SEGOIAD C=711)5T EXP05UP-E "G" F l�l D ZONE 120 MPH SEC ACID I_I T EXP05URE "G"
<br />/FC;R
<br />,�d I lJ cHAPdK NAILS i" O.G. & d INL; `=HAIL K. 117-1L d, e F_ E`_' 4
<br />+ + 4' O.C_ -a-, FABLE END h1ALL OR CABLE TRU55 d RIND =HAIL, 11AIL Cl U 1'1TERMEDIATE
<br />CJ.li3 INCH NOMINAL 5HANK DIAMETER 0.113 INCH N JMIFIAL `HANi D1^.M TER
<br />RIMS DIAMETER OF 001l2 C.)VER SHANK PlAFIETERRING DIA11E1EF= LVFP hµNF� C I METER
<br />I�, Tr RINDS PER INCH I� TI111 T �' R5PE
<br />0.2�_ IIC,H FULL ROIJR,1D HEAD D 4,'�IETER � �� dLH rULL P__'I HE_' L- EF'
<br />II,_-t4 1'1AIL LENC;.TH 1F;r_H NAIL LLld�-rH
<br />(FOR TILE) FOR TILE%
<br />Od RIN1� SHANK NAILS @ 6" OC 1 4" ENABLE EFdD Od RCE, SHA'1K t,dAIC co) bED5F" 4
<br />6�.ALL OR SABLE TRU55 Ic �d RIN1� HAN _NAILS r NTERr EF F
<br />fd :,I�IINA� BHA IK DIF IE IEt2 11 iPl.,' � I C' IP1L.H Il F 111;�L HA11F IAI TEr ('ll'.%
<br />z, _ I.-r-1ETER OF C'IAMETER if�11PdJ ,1r1�= C'�<�.h^E 1E� '.�F _ .��I� EF' _ Id<; C1 A11E P 111+'
<br />T 2O PIH(I�5 PEP III,-H )hII11) TC) r__IN(-3 PE 11'�- T iPi1
<br />INCH FULL HEAL) D AHETEE' iMl ,U '1.�8L r1CH FULL HEAP :7. Al 1ET-LR
<br />3 INCH NAIL LENL'-7TH T 111CH NAIL LEr1r5TH
<br />NOTE:
<br />SEE TR'I''GTI_!f:�'.<-.L N(DTE5 FOi� SHE-r.THIN( -'F ECCIFI; ATIGi1_ PiL�) I ,IIiEI-EE.
<br />ENC JOII'dTS O`= THE ROOF --HE T !i1G SHALL DE =�T 11 EF -' I ![ L;�_:-: I_��- :� ';�E �� _,'<.NIli l': F" ,E
<br />B) SCHEDULE DIRECTLY TO 501iTHERP! FIR TR BETTER.
<br />Ir ROOF F=RAKNG� CONSISTS OF A LE55ER OF LUr,IE'>ER, GOPdTRAC70R MUST �,ONTACT D �N=�I_:T� ENO,IIIEERIhd�..
<br />LLC FOR ALTERNATE FOR NAILING: PATTERN.
<br />MAINTAIN BOTTOM OF
<br />WEEP SCREED
<br />1 1/2' TO 2' ABOVE
<br />ROOF SHEATHING
<br />NOTE
<br />THAT THE
<br />T1'VEK
<br />AND
<br />METAL
<br />LATH
<br />MUST CEO
<br />OVER THE
<br />TOP OF
<br />THE WEEP
<br />SCREED
<br />CEMENT PLASTER
<br />IN ACCORDANCE
<br />WITH ASTM0926
<br />OVER WOOD 2ND
<br />FLOOR
<br />CEMENT PLASTER
<br />OVER BLOCK 15T
<br />FLOOR
<br />- Ye' CEMENT PLASTER
<br />IN ACCORDANCE WITH
<br />ASTMC926
<br />FELT BACKED METAL
<br />LATHE IN ACCORDANCE
<br />WITH ASTMCI063
<br />� TYVEK
<br />SHEATHING
<br />METAL
<br />FLASHING
<br />'055' UNPERFORATED
<br />FLANGE Ye' WEEP
<br />SCREED
<br />VULCLIM
<br />CAUK
<br />BOTTOM
<br />JOINT ONLY
<br />ALL N51DE AND
<br />OUTSIDE CORER
<br />WILL NEED TO BE
<br />MITER CUT. ALL
<br />JOINT5 NEED TO BE
<br />CAULKED USIWs
<br />VULCUM CAULK
<br />' CEMENT/ KEEP TOP EDGE
<br />PLASTER FINISH OF WEEP SCREED
<br />2' ABOVE TOP OF
<br />BLOCK
<br />Y2 ' CEMENT
<br />PLASTER FINISH
<br />PERFORATED \
<br />FLANGE i ' WEEP
<br />SCREED
<br />INSTALL BOTTOM
<br />EDGE OF WEEP
<br />SCREED 1' BELOW
<br />FINISH FLOOR
<br />WEE' 5C�EED DETAIL
<br />T''PICAL t-ITIU INSTALLATION
<br />\,___J� BLOCK
<br />SLAB
<br />Ti'FICAL �JS INSTALLATION
<br />A
<br />5N
<br />B
<br />SNI
<br />(OPT.)
<br />USP
<br />MUC-
<br />THRU
<br />BOLT
<br />U5
<br />ML
<br />:R TRUSS
<br />TOP PLATE
<br />U.G
<br />Tr F1 CA L JSf 1 IIUGT1E TO
<br />5UILT=JF COLUMN DETAfL
<br />HTA 20-18 / �4T,4 20
<br />INSTALLATION MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />15 BASED ON
<br />5.P.F.
<br />J5P RT 16 U51 NC
<br />16-8d xI 1/2" NAILS
<br />JPLIFT = 1030#
<br />T�'FICAL ST1re INSTALLATION
<br />USP SPT24 AT
<br />EACH JOINT TYP.
<br />z
<br />Q
<br />Q
<br />z
<br />z cn
<br />Q
<br />==)
<br />z�
<br />3�:Q
<br />w
<br />z=
<br />oI
<br />eCD
<br />D
<br />GALV. METAL
<br />o
<br />FLASHING
<br />N `-
<br />to
<br />Do--)
<br />CRICKET
<br />SECTION ",4-,4"
<br />DRE-FAB CHIMNEY CAP
<br />-LASHING
<br />2"0" BLOCKING (SEE MANUF.
<br />SPECS. FOR MINIMUM DISTANCE)
<br />XTERIOR FINISH
<br />RE-FAB CHIMNEY
<br />BLOCKING @ MID POINT
<br />WHEN CHIMNEY EXCEEDS 6'-0"
<br />IN HEIGHT
<br />1/2" SHEATHING OR O.S.B.
<br />2%4" STUDS @ 16" O.C. MAX.
<br />V. MTL. FLASHING
<br />TRUSS TOP CHORD
<br />`--USP HTW20 @ EA. CORNER
<br />DOUBLE 2"x4" BLOCKING
<br />w/ 1 /2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />.3r2' MAX
<br />ATTACH BLOCKING-�
<br />TO TRUSSES w/ USP USP HTW20 @ EA. CORNER
<br />SLOPE
<br />MP-34 ANGLE TYPICAL -;
<br />j PRE-ENGINEERED WOOD TRUSSES
<br />PRE-FAB CHIMNEY ASSEMBLY
<br />/CRICKET
<br />T,
<br />TT'1=IC,4L C441t-INE7' FLAN
<br />I('�
<br />SCALE: 3/4"=1'-0"
<br />_LI
<br />01
<br />GONT. #B }
<br />�.�-�!111111!111
<br />@ 16" O.C. MAX.
<br />2"x4" BLOCKING w/
<br />2 PLYWOOD FLITCH TYP.
<br />STD. CIO() BOND BEAM
<br />FILL CELL HOOK
<br />STD. GO°
<br />HOO<
<br />GONT. #5
<br />BAR
<br />#5 GONT.
<br />FROM
<br />FOUNDATION
<br />TO HIGHEST
<br />BOND BEAM
<br />50ND 5 ,4 1 STE F
<br />5GALE: N.T.S.
<br />I T r' I C, /! L H I t®" 1 <,41-11 N(.:z L.,) t 1 ,41 L<
<br />SCALE: N.T.S.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH. 3 SEC. GUST. EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = i0.18)
<br />WIND ZONE,
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02011 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION,
<br />02011-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2 00 GP FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />SHEATHING FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />0420.11
<br />4.01 REVISED NON -DROP
<br />ABLE DETAIL
<br />VERSION NO. 4.01 / 04.20.11
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
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<br />♦0 ,. , AL:
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<br />I\tic. 60122
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<br />4,1311erIA� ie a
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />& D ETA I LS
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 03.09.1 1
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />SNI
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