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GONVENTION,4L FRX'11NG 5FAN T,45LE
<br />MEMBER 51ZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS,
<br />2' X 4" 6 I(o " O.C.
<br />11-5.
<br />(2) I(od TOENAIL6
<br />2' X (o' Is 16' O.G.
<br />101-81
<br />(2) I(od TOENAILS
<br />2' X 0 I(o " O.C_
<br />13, - 9"
<br />(3) I(od TOENAIL5
<br />2' X 10' e I (o' O.C.
<br />I& 1- 5"
<br />(1) U5F` HTUJ20 OR (3) I(od TOENAILS
<br />2' X 12' Q 16' O.G.
<br />1131-31
<br />(1) U5F HTW20 OR (4) I(od TOENAILS
<br />2' X 4" 6 24' O.G.
<br />(01-11
<br />(2) l(od TOENAILS
<br />2 " X (o' S 24" C.G.
<br />51 - (0 11
<br />(2) I(od TOENAILS
<br />2" X 6" 6 24' O,r-.
<br />111_0�
<br />(2) I(od TOENAILS
<br />2' X 10' ID 24" 0-C.
<br />131-01
<br />(3) 1(od TOENAILS
<br />2' X 12" 6 24' O.C.
<br />15'-4'
<br />(1) U5F HTW20 OR (3) I(od TOENAILS
<br />TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />SOUTHERN YELLOW FINE, 55 FeF 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 />ZONE1
<br />ZONE 2 & 3
<br />ZONE4
<br />ZONE5
<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 />'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 Rh the low er effective area.
<br />2 Table values shall be adjusted for height and exposure by multiplying by adjustment
<br />oefficients in Table R301.2(3) of the Florida Residential Code 2007
<br />3 Plus and minus signs signify pressures acting tow ard and aw ay from the building
<br />surfaces
<br />UPLIFT CONNECTION CROSS-REFERENCE
<br />U5F` STRUCTURAL CONNECTORS
<br />SIMPSON STRON6-TIE
<br />CONNECTOR
<br />I 'UI1LI1T
<br />AFACITI
<br />LATERAL
<br />I CAPACITY
<br />FASTENERS
<br />I
<br />CONNECTOR
<br />UPLIFT
<br />AFACITY
<br />LATERAL
<br />CAPACITY
<br />FASTENERS
<br />I
<br />MASONRY APPLICATIONS
<br />MASONRY APPLICATIONS
<br />HTAI(o
<br />1500
<br />590
<br />13-10d x 1 1/2'
<br />METAI(o
<br />1450
<br />335
<br />I -loci x 1 1/2"
<br />H7A20
<br />1500
<br />590
<br />13-10d x 1 1/2'
<br />ME7420
<br />1450
<br />335
<br />1-106 x 1 1/2"
<br />HTTI(o
<br />4290,
<br />IL3_1601
<br />HTTI(o
<br />31�55'
<br />18 - lbd x 2 1/2'
<br />HTT22
<br />5310,
<br />32-16d
<br />HTT22
<br />4165,
<br />32 - 10d
<br />LUGT2
<br />1850
<br />16-10d 4 5-1/4"x3'
<br />wedcle bolts
<br />LGT2
<br />2150
<br />16-1(od 5inker5 4 1-
<br />1/4'x2 1/4" Titan
<br />L5TI9
<br />13130,
<br />a-lod
<br />LTT19
<br />1350,
<br />8-Irod Sinkers
<br />LTT131
<br />2650,
<br />18-10GI X 1 1/2"
<br />LTT131
<br />2310,
<br />18-10cl x 11/2'
<br />FRAME APPLICATIONS
<br />FRAME APPLICATIONS
<br />RT7
<br />585
<br />110
<br />10-8�d x 1 1/2'
<br />H25
<br />415
<br />150
<br />10-e�d x 1 1/2'
<br />RTI&
<br />1030
<br />645
<br />I(O-ad x 1 1/2'
<br />HIO
<br />12195
<br />265
<br />16-8d x 1 1/2'
<br />RTI(o-2
<br />1030
<br />3130
<br />lb -ad X 1 1/2'
<br />H10-2
<br />160
<br />3e5
<br />12 - 10d
<br />5FT22
<br />115
<br />260
<br />a-lod
<br />5PI
<br />585
<br />10-10cl
<br />5FT24
<br />1015
<br />260
<br />12 - 10cl
<br />5F2
<br />1065
<br />12 - 10d
<br />5FDT4
<br />885
<br />6-10d x 1 1/2'
<br />885
<br />(6-10d x 11/2'
<br />5F`TH4
<br />1130
<br />12-10d x 1 1/2"
<br />5PH4
<br />1360
<br />12-10cl x 1 1/2'
<br />MLIGT15
<br />3965
<br />22-10cl
<br />MGT
<br />312165
<br />22-10d
<br />LUGT2
<br />2260
<br />32-IOCI
<br />LGT2
<br />2050
<br />30-Iroci 5'irkers
<br />HTLU20
<br />1530
<br />95
<br />20-10d
<br />HT520
<br />1450
<br />20-10d
<br />M5TAI8
<br />1215
<br />14-0ol
<br />L5TA18
<br />1165
<br />14-10d
<br />MSTA24
<br />1305
<br />la-1001
<br />L5T,424
<br />1235
<br />18-10d
<br />MSTA30
<br />1635
<br />22-iOd
<br />L5TA30
<br />1640
<br />22-106
<br />M5TA3&
<br />____F
<br />163r,
<br />---
<br />22-10cl
<br />L5TA3(o
<br />1640
<br />24-IOGI
<br />HUNG APPLICATIONS
<br />HUNG APPLICATIONS
<br />HU526
<br />1925
<br />20-16cl
<br />HU526
<br />1550
<br />20-1(od
<br />THDI126-2
<br />2605
<br />30-16cl
<br />HGU52 (o - 2
<br />2325
<br />25-1(ocl
<br />HUS28
<br />2510
<br />30-1601
<br />HU628
<br />2000
<br />30-1(od
<br />THIDH210-2
<br />3910
<br />58-16d
<br />HGU528-2
<br />3220
<br />45-Irocl
<br />CAPACITY 15 BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU
<br />NOTES
<br />1) CONNECTOR CAPACITIES ARE FOR 6YFI, REFER TO MANUFACTURERS FOR ADDITIONAL
<br />INFORMATION
<br />2) DO NOT DRIVE NAILS THROUGH THE TRU55 FLATE ON THE OFF051TE SIDE OF THE TRUSS, LJHICH
<br />COULD FORCE THE PLATE OFF THE TRUSS.
<br />99 91
<br />J BOLTS REPLACEMENT CHART
<br />THE FOLLOWING 'J' BOLTS CAN BE REPLACE[) WITH THE CORRESPONDING
<br />BOLTS, THE REVERSE 16 NOT AFDf='LIC;AE3LE. FOR FRAME TO SLAB AFF'LICATION ONLY.
<br />NOTE: EXPANSION 5OLT5 NOT RECOMMENDED 'a GONG. 5TEf=
<br />"J" E3oLTS
<br />EXf='4N5I0N 50L.Te
<br />5/a "P X (0
<br />Nallo x &` MIN.
<br />5/a 4" X 10
<br />%"4� x 10" 1`11N.
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />E AND OUANTITY
<br />OF FASTENERS
<br />T'�J='IC;AL 14TA 20-10 �-ITA 20
<br />IN&TALLATION
<br /><
<br />T
<br />ROOF P. APHPA('�-771'l `-7,C-�HEI)ULE
<br />RIP(5E LINE 11
<br />.
<br />.
<br />. . . . . . . . ....
<br />. .
<br />. . . . . . . . . . . ..
<br />+
<br />+ f
<br />. . . . . . . . ....
<br />.
<br />. . . . . . . . . . . .
<br />+
<br />+
<br />. . . . . . . . ......
<br />. .
<br />. . . . . . . . . . . ...
<br />. .
<br />+ -+
<br />. . . . . . . . ..
<br />.
<br />. . . . . . . . . . . ..
<br />.
<br />.
<br />+
<br />+
<br />+
<br />+ 4
<br />+
<br />+
<br />I/
<br />-
<br />+
<br />+
<br />+
<br />+
<br />....
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+ 4
<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 />. . . . . . .
<br />+
<br />+
<br />L+
<br />+
<br />4- 4- 4 4- +
<br />+ +
<br />1`11 . . . . . .
<br />+
<br />Er� '-E,--'< F)L'i H(J-DE'
<br />_1 I
<br />I)
<br />P _7 /I P
<br />HI1I,_LE'
<br />J-R' TILF-)
<br />Dt',IE
<br />7C
<br />120 MPH SEC�0�0 00",T EXPOSURE 'G" �11�0 11E
<br />120 MPH 3 F` f;,Ijl�-T EXPOSURE "G"
<br />;-7 OR �7-H 1 N:. _E)
<br />RAIL5 @
<br />O.'_'. @ ��,ADLE ENI� HALL OF �_��I�\BLE TFLj'`�
<br />�_'d RIHE-� �__�HANK. HAIL-F),,:4,
<br />OJ13 �,,ICIH ��Ot,IINAL 5HAN< PIAI`/IETEf��'
<br />'_).113 hCH c-,HAW, PIAFT TE��
<br />PIH(�,- D1,%I-1FTFP OF 0.012 OVER ;HANK DIAt-IETER
<br />P!�[E, P14��IETE�' _�F OZ)12 (-_',/EP �7,H/,t,V P'1141-IETEP
<br />10 T__ RIN�� PER 11'�"H
<br />TO FII`�c7c, FEF:� !',I(-'-H
<br />- FI 1IF TE P
<br />FULL HEAF
<br />H Fi) TEI:�;
<br />2 11 H HAIL Lll+_�?TH
<br />'ill'_H N,-IL LHI�
<br />(.F,'DR TILE)
<br />�F,_-)P TiLF)
<br />'__-1HAW NAIL��- @ d 41' oc, @ (-:�'AELE ENE,
<br />(')d FIIV� ��HAV'4, IIAIL�--) ca 0(� i
<br />1'�4LL OF TPU�_-,c_�
<br />HkL5 -�i IIITE'�:�J'IEDI"_TF
<br />��j�IIHAL
<br />I I !�,_H !E
<br />FIN(7- PIA11ETER OF r,'ER (�-!N:
<br />I
<br />1,- TO 2)0 R'Ni3l� PER N."SH 0_'JIIL�;
<br />ii'� TC1 _20 FIER (I IIN�i
<br />0.__T�0 INCH F:IJLL ROIJ�,ID HEAD PIAI`�lETEP (�-IIPT
<br />(__11.2��C INC-H F0LL F(jLJND HEAF, f)IA�,IETEF
<br />3 HCH NAIL LEN&TH
<br />3, WIL LEI+_�TH
<br />OTE:
<br />'_�)E E 5Tf.� TUR,4 L TE �_- FO R, 5H E �:- TH I �)PE_,` 1 F T! 5, 1 ND E7�'
<br />A
<br />END OF TH.E7 ROOF 5HE�11_Hlk,__-�:' F-E -E-,T_'L(5-��-F.E17 4,14E' 0 .,ER:
<br />-5) �:-f-'HE17)L)LE ��E/-'THINC:�7 -_-) F,",,_E-TENE[,- P,1P,.Er_7_Li T,") 7-,I..ITHEF-�N F-1HE '_)F F:',_A_I FIF--) E3ET7��P_
<br />I F ��OOF FRAF11NO CON51�7)T5 OF A LE��,E-R ORA[__)E (-)F LIJ��BER, (-,01\ITRACT0F_' �IIJ5T
<br />LLC FLDR. ALTERNATE FOP NAILINC-7 FIATTERN.
<br />MAINTAIN BOTTOM OF
<br />WEEP SCREED
<br />1 1/2' TO 2' ABOVE
<br />ROOF SHEATHING
<br />NOTE
<br />TP,4T THE
<br />T'�VE<
<br />4N[)
<br />�IET,4L
<br />L,4TH
<br />MU5T 60
<br />OVEf;R THE
<br />TOFD OF
<br />�THE U)EEf=
<br />5CREED
<br />0C
<br />CEMENT PLASTER
<br />IN ACCORDANCE
<br />WITH AVMC926
<br />OVER WOOD 2ND
<br />FLOOR
<br />CEMENT PLASTER
<br />OVER BLOCK IST
<br />FLOOR
<br />- Ys" CEMENT PLASTER
<br />IN ACCORDANCE WITH
<br />A5TMC32(b
<br />FELT BACKED METAL
<br />LATHE IN ACCORDANCE
<br />WITH A5TMC1063
<br />TYvEK
<br />SHEATHING
<br />METAL
<br />FLASHING
<br />1�'LINPERFORATED
<br />FLANGE Ya' WEER
<br />SCREED
<br />A;LCUM "�
<br />rW-ALK
<br />50TTOM
<br />50TTOM
<br />ONLY
<br />JOINT ONLY
<br />ALL N6IDE ME)
<br />OUT51DE DOWER
<br />WILL NEED TO BE
<br />MITER CUT. ALL
<br />JOINTS NEED TO BE
<br />CAULKED U5IW5
<br />\,ULCUM CAULK
<br />7V
<br />PERFORATED
<br />FLANGE,�' WEEP
<br />SCREED
<br />IN -STALL BOTTOM
<br />EDGE OF WEER
<br />5CREED I' BELOW
<br />FINISH FLOOR
<br />C
<br />�'CEMENT/ KEEP TOP EDGE
<br />PLASTER FIN16H OF WEEP 5GREED
<br />2' ABOVE TOP OF
<br />BLOCK
<br />CEMENT
<br />PLASTER FIN15H
<br />UJEEF GC�REEI) [DETAIL
<br />TTf=IC;AL r-ITUJ INSTALLATION
<br />BLOC<
<br />SLAB
<br />TTFICAL HU,5 1N5T,4LL,4T10N
<br />5NI
<br />B
<br />(OFT.)
<br />SE
<br />USP
<br />muc-
<br />THRU
<br />E30LT
<br />us
<br />ML
<br />R TRUSS
<br />U.G
<br />T�'FIG,4L J5f= �IUGTIE5 TO
<br />E3U1LT=UF COLU�IN DET,41L
<br />�JA 20-1(a ��TA 20
<br />IN5TALL,4TION r-11D &f=,4N_
<br />NOTE:
<br />JPLIFT VALUE
<br />15 BASED ON
<br />5.P.F.
<br />JSP RTle) U51NG
<br />6-bd xI 112" NAILS
<br />JFLIFT = 1030#
<br />T�'FIQ4L F=,T1(o �NST,4LL,4TION
<br />RE-FAB CHIMNEY CAP
<br />LASHING
<br />BLOCKING (SEE MANUF.
<br />USP SPT24 AT
<br />EACH JOINT TYP
<br />Z2"x4"
<br />S
<br />SPECS. FOR MINIMUM DISTANCE)
<br />XTERIOR FINISH
<br />RE-FAB CHIMNEY
<br />= C/�
<br />LOCKING @ MID POINT
<br />ES
<br />WHEN CHIMNEY EXCEEDS 6'-0"
<br />Q:�
<br />IN HEIGHT
<br />C)f
<br />I-- — _ —
<br />— — - -_
<br />LL
<br />=
<br />�5 GALV. METAL
<br />,jr
<br />12" SHEATHING OR O.S.B.
<br />FLASHING
<br />�2%4" STUDS 16" O.C. MAX.
<br />C:)
<br />cif <
<br />I
<br />C)
<br />loor
<br />=
<br />MTL. FLASHING
<br />CRICKET
<br />//,--GALV.
<br />/-TRUSS TOP CHORD
<br />SECTION 11,4-,411
<br />`USP HTW20 @ EA. CORNER
<br />DOUBLE 2%4" BLOCKING
<br />wl 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />340" 1`11AX
<br />ATTACH BLOCKING
<br />TO TRUSSES wl USP SLOPE /—USP HTW20 @ EA. CORNER
<br />MP-34 ANGLE TYPICAL
<br />x!
<br />CRICKETI
<br />RE -ENGINEERED WOOD TRUSSES
<br />RE-FAB CHIMNEY ASSEMBLY
<br />C�41�INE'�' FL,4N��
<br />SCALE: 3/4"=V-0"
<br />�W d T� V� E I V A .1 W W
<br />I T t' I C,,4 L �-4 1 t` 711 NC:: L,� t 1 41 L
<br />SC-4LE. N-T.5-
<br />@ 16" O.C. MAX.
<br />2"x4" BLOCKING w/
<br />2" PLYWOOD FLITCH TYP.
<br />m"AM
<br />�ONT. #5
<br />3AR
<br />GONT.
<br />Zo M
<br />)UNDATION
<br />) HI6HE5T
<br />)NO BEAM
<br />SGALE: N.T.S.
<br />DANSCO
<br />ENGINEERING, ILLC
<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 />zen
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<br />V)
<br />To THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2007 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301FOR 120 MPH. 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED IINTERNAL PRESSURE COEFFICIENT = ±0. 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 />0201 I -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 2D07 UPDATE
<br />05.07.10
<br />2 00 GP FIREWALLS
<br />07.28.10
<br />—
<br />A R
<br />'T 0�1
<br />=GF ROOF
<br />11.12.10
<br />4.00 ADD STEM WALL DEIAILS
<br />04.20.11
<br />4.01 REVI ED NON -DROP
<br />-
<br />GA LE DETAIL
<br />06.10.11
<br />4.02 REVISED J/S6, B/S6 & F/S6
<br />qN,
<br />06.24.11
<br />4,03 REVISED ROOF SHEATHING
<br />T FIREWAU.S
<br />V ERS 10 IN N 0. 4.03 / 06.24.11
<br />CA 25948
<br />F-] SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />H. HUYNH,
<br />?)THUY
<br />P.E. #60122
<br />o IRWIN J. BENSON,
<br />P.E. #49758
<br />0. G-01 ZP
<br />OW
<br />A,
<br />STAT�-
<br />'ST
<br />0 N A L
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />& DETAILS
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />SNI
<br />00
<br />C)
<br />%�o
<br />L0
<br />
|