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GONVENTICN4L FF,4r1ING SPAN 745L=
<br />MEMBER 51ZE AND &FACING MAXIMUM LENGTH MEMBER CONNECTION5,
<br />2" X 4' a 16' O.G.
<br />-I'-5
<br />(2) 16d TOENAILS
<br />2" X 6" a 16" O.G.
<br />10'-8"
<br />(2) !6d TOENAILS _ I
<br />2" X 8" a 16' O.G.
<br />13'-9"
<br />_
<br />l3) 16d TOENAILS
<br />2" X 10' 16" O.C.
<br />16'-5"
<br />(U U5F HTW20 OR (3) 16d TOENAILS_
<br />2" X 12" 16' O.C.
<br />19'-3"
<br />ll) USP HTW20 OR (4) 16d TOENAILS
<br />2' X 4" 24" O.C.
<br />6'-1"
<br />(2) 16d TOENAILS
<br />2" X 6" a 24' O.C.
<br />S -0
<br />(2) 16d TOENAILS
<br />2" X 8" a 24 O.G.
<br />ill -Oil
<br />(2) 16d TOENAIL5
<br />2" X 10' a 24" O.G.
<br />i3'-0"
<br />(3) 16d TOENAILS
<br />2' X 12' a 24' O.G.
<br />15'-4"
<br />(U U5P HTW20 OR (3) !6d TOENAILS
<br />x TOENAIL CONNECTIONS DESIGNED FOR 5HEAR ONLY : i.e. R•4F T ER TO RIDGEBEAM).
<br />SOUTHERN YELLOW PINE, 55 F5F 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 (ft'-)
<br />ROOF
<br />WALL
<br />ZONE
<br />ZONE 2&3
<br />ZONE
<br />ZONE
<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 Plus and minus signs signify pressures acting tow and and aw ay from the building
<br />surfaces
<br />UPLIFT CONNECTION CRO55-REFERENCE
<br />I
<br />U5P STRUCTURAL CONNECTORS
<br />UPLIFT LATERAL
<br />CONNECTOR FASTENERS
<br />CAPACITY CAPACITY
<br />51MP50N STRONG -TIE
<br />I UPLIFT T
<br />CONNECTOR I F45TENER5
<br />1 CAPACi T'f�CAPAGiTY
<br />I"1A5ONRY APPLICATIONS
<br />MASONRY APPLIGAT!0�i5
<br />HTAI6
<br />1500
<br />590
<br />13-10d x 1 1/2' _
<br />MET4I6 _
<br />450
<br />335
<br />'1-10d x 1 1,12"
<br />HTA20
<br />1500
<br />590
<br />13-10d x 1 1/2'
<br />1 ME T A20
<br />1450
<br />335
<br />I T-Imd x 1 1/2°
<br />_
<br />HTTI&
<br />HTT22
<br />4290#
<br />5310i
<br />18-16d
<br />32-16d
<br />I HTT16
<br />HTT22
<br />3955
<br />4165�
<br />L
<br />l IS-I6d x 2 ' t
<br />_ 32-!00 _ 1
<br />LUGT2
<br />L5T19
<br />LTT131
<br />1850
<br />1390E
<br />2650,
<br />_
<br />-
<br />1 16 10d s 5-1/4"x3'
<br />Wed e belts
<br />8-10d
<br />18-10d x 1 1/2"
<br />I
<br />LCT2
<br />LTT19
<br />L TT131
<br />2150
<br />1350,
<br />231
<br />-
<br />!6 16d 51nker5 1 7-
<br />_ li4"!!4' Titers_
<br />x2 -�
<br />8-16d 5!nKer5
<br />18-IOd x ! !/2
<br />FRAME AFFUCATION5
<br />FRAME APPLICATIONS -�
<br />RTl
<br />585
<br />110
<br />10-Sd x 1 1/2'
<br />H2.5
<br />415
<br />150
<br />!0 81 x ' !r'"
<br />RTI&
<br />1030
<br />645
<br />16-8d x I !/2"
<br />HIC
<br />995
<br />I 285
<br />16-93d x 1 1/2'
<br />RTI6-2
<br />1030
<br />390
<br />16-Sd x 1 1/2'
<br />H10-2
<br />160
<br />395
<br />12-10_d
<br />5FT22
<br />115
<br />260
<br />8-10d
<br />SPi
<br />585
<br />10-lad
<br />5PT24
<br />5PT4
<br />1075
<br />885
<br />260
<br />_
<br />12-10d
<br />6-10d x 1 1/2'
<br />5P2
<br />SP4
<br />106,
<br />885
<br />1 --
<br />-
<br />- 12-10d
<br />6-10d_x 11/2_ i
<br />5PTH4
<br />1730
<br />12-10d x i 1/2"
<br />5PH4
<br />_
<br />1 1360
<br />-
<br />12-10d x 1 1i2" �
<br />MUGT15
<br />LU5T2
<br />3965
<br />2260
<br />22-10d
<br />32-IOld
<br />MCAT _
<br />LGT2
<br />3965
<br />205_0
<br />_
<br />_22-10d
<br />30_-16d Sinkers
<br />HTW20
<br />MSTAIS
<br />1530
<br />1215
<br />95
<br />20-10d
<br />1.4-106
<br />HT520
<br />L5TA18
<br />_
<br />1450
<br />1165
<br />-
<br />-
<br />20-10d
<br />4-10d
<br />M5TA24
<br />i15TA30
<br />1305
<br />1635
<br />18-10d
<br />22-10d
<br />L5TA24
<br />L5TA30
<br />1235
<br />1640
<br />-
<br />-
<br />18-10d
<br />22-!Od_
<br />1-15TA36
<br />1135
<br />22-10d
<br />L5T436
<br />i640
<br />I 24-10d
<br />HUNG APPUCATION5
<br />HU526 1925 20-16d
<br />HUNG 4PPLICATION5 _
<br />HU526 1550 - 20-16d
<br />THDH26-2
<br />2605
<br />30-16d
<br />HGU526-2
<br />2325
<br />-=
<br />2816d
<br />HU528
<br />2510
<br />30-16d
<br />HU528
<br />2000
<br />30-16d
<br />THDH210-2
<br />3910
<br />58-166
<br />HGL1528-2
<br />3220
<br />-
<br />46-1(o
<br />CAPACITY 15 5A5ED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU
<br />NOTES
<br />1) CONNECTOR C4PACITIE5 ARE FOR SYP, REFER TO MANUFACTURER5 FOR ADDITIONAL
<br />INFORMATION
<br />2) DO NOT DRIVE NAIL5 THROUGH THE TRU55 PLATE ON THE OFF051TE 51DE OF THE TRUSS WHICH
<br />COULD FORCE THE PLATE OFF THE TRUSS.
<br />"J" BOLTS REPLACEMENT CHART
<br />THE FOLLOWING "J" BOLTS GAN BE REPLACED WITH THE CORRESPONDING
<br />BOLT5, THE REVERSE 15 NOT AFF'LIGABLE. FOR FRAME TO 5LAB APPLICATION ONLY.
<br />NOTE: EXPANSION BOLT5 NOT RECOMMENDED 1@ CONC. 67 EF
<br />1 i Flrlls� FLOOR
<br />"J" BOLTS EXFAN5!ON BOLT5 j
<br />5/g"a x Co" x (o" M1N. i -✓ ��
<br />5/gio X 1�1, 5�8,� X_!CT" MIN.
<br />.r
<br />4-+ + 1 + + + + + - -r ---�.. -+ + r -+- + -r- + +- + --+
<br />1
<br />+ ,
<br />+
<br />+ - + + + + + + + + + + + + + + + I + +
<br />+ +
<br />+ +
<br />+ + + + + + + + + + + + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + . + + + + + + +
<br />+ +'
<br />+
<br />Y +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+++
<br />+ +
<br />+ ------
<br />t++
<br />+
<br />4
<br />+ <,
<br />1 + +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />+ +
<br />+ + + + + + +
<br />+ + + + + + + + + + + +
<br />+ +
<br />+ +
<br />+ + + t + + + +
<br />+ + + + + + + + + + +
<br />+
<br />+
<br />+ +1+ + + + +
<br />+ + + + + + + + +
<br />+ +
<br />+
<br />+ + + +
<br />+ + + + + +
<br />+
<br />120 MPH I -I- XPOSURE G" 1111-
<br />H
<br />i I[
<br />- =- EXPOSURE "G"
<br />-
<br />h J.
<br />+ + LI EIiF ;JAL -Or E I
<br />t'll,r- -I-III
<br />°Il
<br />rI'IFLI,'IF-
<br />II )Ill 1 �ITII Al _
<br />I;�_
<br />11111 "I_
<br />�L•lll �1C=E
<br />i r_ ,
<br />1 F�
<br />11' _1
<br />,I
<br />=
<br />c ,--1-fl ll'1I
<br />F n,- 1[
<br />I, rI_IL, r Chll HE�` L'I''•11t11: IIIJ
<br />IIJ_ -i - C'I1-;' .I 11!11
<br />=� N( Fl NAIL 1 EI9 TH
<br />l
<br />T�'L.� 1Ic 7 t 1
<br />I
<br />_T-_ L_ -- -
<br />- ,
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND O'vANT!TY
<br />OF FA5TENER5
<br />T''f=ICAL NTA 20-!a / NTA 20
<br />INSTALLATION
<br />-1 1(7-4L M71� 1N5T4'"LA1"1ON
<br />71'Flir_.4L NIUS N115T4LL4T1(31\1
<br />L�
<br />5E
<br />' isp
<br />MUG
<br />8"O
<br />TH RU
<br />BOLT
<br /><)JI
<br />MU
<br />R TRUSS
<br />TOP PLATE
<br />.J.C_
<br />T'll' i' I 11�` C I
<br />-70
<br />l��J
<br />=�= COL1.1 iN DE i 4IL
<br />HTA 20-!a / NTA 20
<br />INSTAL Li I ION -,:� i-11 D SPAN
<br />NOTE:
<br />J L ITT VA LIE
<br />I5 EASED ON
<br />S.P.F.
<br />051' RT16 U5111NC5
<br />6-8d xI 1/2" NA!L5
<br />JPLIFT = 1030#
<br />T1'f=1(_S,4;AL ;1Q1( II T111_L� ION
<br />r ^
<br />"x4' _LO;_KING (SEE MANUF.
<br />SFT24 i+T
<br />FOB "viiN:MUM DISTAIJCE i
<br />EACH
<br />•JOIPJT TYP
<br />----�
<br />_
<br />-
<br />�-`'
<br />+XTEB!OR FINISH
<br />l
<br />PRF-FAB -1 VNEY
<br />II
<br />1 '. Pn.V T
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<br />I, I^ I_, IM,N
<br />I
<br />`� II
<br />C,C
<br />II
<br />II
<br />III I
<br />&EC.TION I14-411
<br />A i TA(_H BLI'iCK1N� TO TRUSSES i-1S°
<br />Tull - `4 ANGLE T�'PICAI,-
<br />{ n- '',❑ C
<br />!I �
<br />�i
<br />HTVd20 @ EA. CORNER
<br />`--10U8LE 2°x4" BLOCKING
<br />w/ 1,/,2" PLYWOOD FLITCH
<br />SCALE 3/4 1' C„
<br />-USP HTW2O @ FA. CORNER
<br />ASSEMB'I_Y
<br />r�t
<br />x. ' K; N G
<br />2" 1 YNI"OlD FLINCH TYP.
<br />ly: r NT# I
<br />"CN
<br />-
<br />L
<br />0 H 1 HEST
<br />- t�OND B A.M
<br />11� _ 1
<br />1�
<br />I J1
<br />`--
<br />N.T.S.
<br />''
<br />SCE! E: N.T.a.
<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 />1 www.donscoengineering.com
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<br />TO THE BEST OP THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF THE 5TRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLI WITH 2007 ,LORIDA RESIDENTIAL BUILDING
<br />CODE IINCLUDING 2009 SUPPLEMENT). SECTION
<br />P301 FOR 120 MPH. 3 SEC. GUST. EXPOSURE "C"
<br />ENCLOSED INTERNAL PRESSURE COEFFICIENT=i0.18)
<br />W INC ZONE.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT 15 SIGNED AND SEALED.
<br />SIGNED .AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTH15 DRAWINGONLY.
<br />02010 LENNAP. CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02010 THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OP DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PPOJECT..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 />I
<br />VERSION NO. 4.00 / 1 1.12.10
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />1-I, IRWIN J. BENSON,
<br />P.E. #49758
<br />= * ' No. 6 122
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<br />TAT F : �Q/at
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<br />•••• S+S'O
<br />rat A
<br />,•,�`��Flttit
<br />SHEET TITLE'
<br />STRUCTURAL NOTES
<br />& DETAILS
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />SNI
<br />1) A
<br />
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