|
CONVENTIONAL FRAMIWG $PAN TABLE
<br />MBI ER SIZE AND SPACMCs
<br />MGAXMUM LENCsTH
<br />MEMBER CONNECTIONS'
<br />2' X 4' * 16' Ojr,
<br />11-52
<br />(2)16d TOENAILS
<br />2' X 6' * *'Or.
<br />10'-S'
<br />(2)16d TOENAILS
<br />2' X V * 16' O:C`
<br />13'-9'
<br />(3) I6d TOENAILS
<br />2' X 108 * 16' Or..
<br />16'-$'
<br />(V USP HTW20 OR (3) *d TOENALS
<br />2' X 122 * 16' OJC.
<br />19'-3'
<br />(1) USP HTW20 OR (4) *d TOENAILS
<br />2' X 4' * 24' Ojr.,
<br />6'-1'
<br />(2) *d TOENAILS
<br />2' X 6' * 24' OJC,
<br />W-6'
<br />(2) *d TOENAILS
<br />2' X 8' * 24' OjC.
<br />n'-0'
<br />(2)16d TOENAdLS
<br />2' X 10, * 24' OJC,
<br />13'-0'
<br />(3) *d TOENAILS
<br />2' X 12' * 240 OiC,
<br />01-4'
<br />(1) USP 9TW20 OR (3)16d TOENAILS
<br />• T0EK4n- CONNECTION* DESOM FOR $WAR ONLY (I& RAFTER TO RIDGEIBEAM)-
<br />SOUMER N YELLOW PW 53 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
<br />Factor = 1.0)
<br />TRIBUTARY AREA (ftL
<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 wind speeds between those given above the load
<br />may be interpolated, otherwise 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 />UPL.Ft COMECiION
<br />U8P
<br />TE
<br />CONrECTOR
<br />C � �
<br />FAbt10EIQB
<br />col6EctoR
<br />CAPAU f
<br />�
<br />FA9TENH�9
<br />MASONRY AM
<br />"TM
<br />MIMaW AFPI.IGAMM
<br />I4tA16
<br />ow
<br />139E
<br />13-11 d x 1 W,
<br />A*
<br />MW
<br />33b
<br />1-10d x I W'
<br />I4tA20
<br />1300
<br />b90
<br />13-10d x 11R'
<br />META20
<br />IW
<br />336
<br />11-0d x IVY
<br />qT
<br />429P
<br />1111-16d
<br />"6
<br />3SW
<br />B *d x Z R'
<br />W=
<br />R<
<br />32-*J
<br />WM
<br />4*90
<br />32-d
<br />LUGT2
<br />no
<br />--
<br />*40d a b-V4W
<br />Wjgg bob
<br />LC112
<br />2W
<br />--
<br />6-16d SHWO +y -
<br />V4'4 V4' Tttw
<br />LSTI9
<br />aw
<br />8-10d
<br />LT1'19
<br />13w
<br />8.16d SMilas
<br />LTtI%
<br />2"&
<br />16-10d x I V2'
<br />LT rW
<br />23W
<br />S-10d x 1 W'
<br />FRAME AFFLICATIM
<br />FRWRAAMEE
<br />ICAT06
<br />RT1
<br />"b
<br />t10
<br />10-8d x I VY
<br />45
<br />W
<br />10-8d x 110'
<br />RTI6
<br />I=
<br />64D
<br />16-Sd x I IR'
<br />W
<br />to
<br />20
<br />16-8d x I VY
<br />RM-2
<br />I030
<br />390
<br />*-8d x I VP
<br />1410-2
<br />'16®
<br />30
<br />12-10d
<br />SFT12
<br />15
<br />2"
<br />6-10d
<br />am
<br />38b
<br />10-10d
<br />SF'124
<br />WS
<br />260
<br />12-IOd
<br />SP2
<br />Im
<br />9-10d
<br />SF M
<br />ub
<br />6-10d x 1 V'
<br />SF114
<br />Nb
<br />6-10d x 1 V1'
<br />SPIH4
<br />rw
<br />12-10d x I I*'
<br />8P314
<br />a"
<br />E-10d x 11R'
<br />nrxT6
<br />390
<br />22-10d
<br />MCsT
<br />390
<br />22-10d
<br />LU072
<br />22610
<br />324 d
<br />LG12
<br />20b0
<br />304d Spiwf
<br />INiY�
<br />530
<br />0
<br />20-Wd
<br />3inb210
<br />Wbe
<br />20-Wd
<br />MSTAIb
<br />IZ1b
<br />14-10d
<br />LSTAIB
<br />S5
<br />Wiffid
<br />MIbTA24
<br />130b
<br />W10d
<br />LSTA24
<br />123b
<br />0-10d
<br />MSTA30 1
<br />*35
<br />22-10d
<br />LOTA30
<br />*40
<br />22-10d
<br />M US6 1
<br />1636
<br />22-Wd
<br />LSTA36
<br />*40
<br />24-Wd
<br />• C:APPAC41Y 16 SABED ON CONCRETE 9 bEDhW, REFER TO M4NPiACRI4F-R FOR CfROUt AU JV CMU
<br />N010
<br />V CO I ECTOR CAPACIT0 ARE FOR SYP, REFER TO MIANFACIUM9* FOR AWITIONAL
<br />NFOIMTION
<br />2) DO NOT MA NAIU T1#a0W TI'E MW PLATE ON TEE OPPM2 SIDE OF THE TRM, KHM
<br />COULD FORCE TIE PLATE OFF M INK
<br />"J" BOLTS REPLACEMENT CHART
<br />THE F'OLLOU111NG 'J' BOLTS CAN BE REPLACED WITH tHE CORRESPONDING
<br />BOLTS, THE REVERSE IS NOT APPLICABLE. FOR FRAME TO SLAB AFPLICATICN ONLY.
<br />NOTE: EXPANSION BOLTS NOT R'ECOMI-ENDI=D *GONG STEP
<br />'J' BOLTS EXPANSION BOLTS
<br />�i8'# x 6, 3i8'# x 6' MIN.
<br />%'o x 10' 5/6-4,x 10. MIN.
<br />+ 4 + + + + + + + + . . . . . . r
<br />0
<br />ROOF D I APHRAC M NPR I L I NC SCHEDULE
<br />� RIDGE LINE �
<br />+ + +
<br />PLYWOOD OR
<br />1/16" 05B
<br />IDOE LINE
<br />120 MPH 5 SECOND OUST EXP05URE "G" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "G" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.G. � 8d RING SHANK NAILS @ 6" O.G. EDGES &
<br />+ + + 4" O.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.G. 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 RIN65 PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />NOTE:
<br />I) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW FINE OR DOUGLAS FIR OR
<br />BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5G0
<br />ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />CEMWPLAOM
<br />f
<br />aw>I cow 111arymme
<br />I yr m r Aoti
<br />*oof elaOHM ITM A0R'IGOb
<br />Ogee W= 714D
<br />*
<br />Haar nE
<br />tTvEK
<br />AND
<br />METAL
<br />Lang
<br />MAST GO
<br />OVER THE
<br />?OP OF
<br />TFE WEEP
<br />Iom BLOCK IbT
<br />RamRam
<br />�' W'eti rL+1161l0! A
<br />Ad1H7em6 � ~•• $NI
<br />"Lt BACM rtra. •• �:
<br />LAfI! N .i0001
<br />A1lix �.1. , r • r>/8��
<br />MIM A161M1Ci�163 T�
<br />TY1ieC ••y • • �•
<br />Itl�ORA7lD M • •f: /�.
<br />Alm ",om
<br />I'�L+IdiIJ! ill GF EW rsCtllW
<br />wa" r Aeo+i* IM or
<br />4:__1
<br />WALL 90TW
<br />ear r ee.O*
<br />w+K+l'tOole
<br />ICVIAM
<br />NOTE
<br />i
<br />WEEP 5GREED DETAIL
<br />MIN. EMBEDMENT
<br />SCHEDULE 1=0R
<br />E AND QUANTITY
<br />OF F,45TENER5
<br />TYPICAL I-ITA 20-18 / I••ITA 20
<br />IN5T/4LL>AT ION
<br />TYPIC,4L MTUJ INSTALL,4TION
<br />-FAB CHIMNEY CAP :�
<br />C10
<br />L
<br />2"x4" BLOCKING (SEE MANUF.
<br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)
<br />EACH JOINT TYP. '
<br />XTERIOR FINISH
<br />z ¢ I RE-FAB CHIMNEY
<br />LOCKING ®MIQ POINT
<br />� WHEN CHIMNEY EXCEEDS 6'-0"
<br />IN HEIGHT
<br />= a o GALV. METAL /2" SHEATHING OR O.S.B.
<br />o FLASHING
<br />2"x4" STUDS 016" O.C. MAX.
<br />CV =`s
<br />ALV. MTL. FLASHING
<br />CRICKET7�'�4�11_4
<br />TRUSS TOP CHORD
<br />SECTION 11,4-,4"
<br />`-USP HTW20 ®EA. CORNER
<br />OUBLE 2'x4" BLOCKING
<br />w/ 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />F 360 MAX __1
<br />1'R11.75
<br />ATTACH BLOCKING
<br />x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER
<br />MP-34 ANGLE TYPICAL -►
<br />RE -ENGINEERED WOOD TRUSSES
<br />USP 1"IUGT15 TO
<br />QUILT -UP COLUMN DETAIL
<br />,}-ITA 20-15 / I•-IT>4 20
<br />INSTALLAtION e MID SPAN
<br />TE: NO
<br />UPLIFT Y,4L1JP
<br />15 BASED ON
<br />SPf.
<br />RTI USP 6 1,151N6
<br />I6-8Id AI/2" NAILS
<br />UPLIFT = 10306
<br />TYPICAL
<br />RT16 INSTALLATION
<br />WUS INSTALLATION
<br />CRICKET
<br />TYPICAL
<br />-FAB CHIMNEY ASSEMBLY
<br />0
<br />16"
<br />T1'PIC,4L CI--EI1"tNEY PLAN
<br />SCALE: 3 4 =1 -0
<br />GTTf Q/10BM
<br />Gm.
<br />GONT. 6'5
<br />BAR
<br />O.C. MAX.
<br />x4" BLOCKING w/
<br />'LYWOOD FLITCH TYP.
<br />*5
<br />15V"**'-" W-Ed M
<br />I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L
<br />CD
<br />Ln
<br />SCALE: N.T.S.
<br />LD
<br />E
<br />I
<br />I
<br />DAN SCO
<br />ENGINEERING, LLC
<br />it P.O. BOX 3400
<br />Apollo Beach, Florida 33572 I
<br />I p. 813.645.0166 I
<br />f. 813.645.9698
<br />www.danscoengineedng.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 I
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ
<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 />I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />I CONSENT FROM LENNAR CORPORATION.
<br />©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U.C. FC THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE I DESCRIPTION
<br />02.02.09 1.0 2007 F8C UPDATES
<br />10.29.09 1.01 POLK COUNTY REJECTIONS
<br />I
<br />VERSION NO. 1.01 / 10.29.09
<br />CA 25948 - --- -- - I
<br />� SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122 I
<br />� E] IRWIN J. BENSON,
<br />P.E. #49758
<br />Ej ANDREW D. HAROLD,
<br />P.E. #66715
<br />� ENGINEER SEAL:
<br />I
<br />/1� I
<br />SHEET TITLE: I
<br />STRUCTURAL NOTES �
<br />I &DETAILS
<br />I
<br />I SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S Nl
<br />1US
<br />V
<br />I_F - I
<br />TYPICAL
<br />ROOF D I APHRAC M NPR I L I NC SCHEDULE
<br />� RIDGE LINE �
<br />+ + +
<br />PLYWOOD OR
<br />1/16" 05B
<br />IDOE LINE
<br />120 MPH 5 SECOND OUST EXP05URE "G" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "G" WIND ZONE
<br />8d RING SHANK NAILS @ 6" O.G. � 8d RING SHANK NAILS @ 6" O.G. EDGES &
<br />+ + + 4" O.G. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.G. 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 RIN65 PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2 INCH NAIL LENGTH 2 INCH NAIL LENGTH
<br />NOTE:
<br />I) SEE STRUCTURAL NOTES FOR SHEATHING SPEGIFIGATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OGGUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING 15 FASTENED DIRECTLY TO SOUTHERN YELLOW FINE OR DOUGLAS FIR OR
<br />BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT DAN5G0
<br />ENGINEERING, LLG FOR ALTERNATE FOR NAILING PATTERN.
<br />CEMWPLAOM
<br />f
<br />aw>I cow 111arymme
<br />I yr m r Aoti
<br />*oof elaOHM ITM A0R'IGOb
<br />Ogee W= 714D
<br />*
<br />Haar nE
<br />tTvEK
<br />AND
<br />METAL
<br />Lang
<br />MAST GO
<br />OVER THE
<br />?OP OF
<br />TFE WEEP
<br />Iom BLOCK IbT
<br />RamRam
<br />�' W'eti rL+1161l0! A
<br />Ad1H7em6 � ~•• $NI
<br />"Lt BACM rtra. •• �:
<br />LAfI! N .i0001
<br />A1lix �.1. , r • r>/8��
<br />MIM A161M1Ci�163 T�
<br />TY1ieC ••y • • �•
<br />Itl�ORA7lD M • •f: /�.
<br />Alm ",om
<br />I'�L+IdiIJ! ill GF EW rsCtllW
<br />wa" r Aeo+i* IM or
<br />4:__1
<br />WALL 90TW
<br />ear r ee.O*
<br />w+K+l'tOole
<br />ICVIAM
<br />NOTE
<br />i
<br />WEEP 5GREED DETAIL
<br />MIN. EMBEDMENT
<br />SCHEDULE 1=0R
<br />E AND QUANTITY
<br />OF F,45TENER5
<br />TYPICAL I-ITA 20-18 / I••ITA 20
<br />IN5T/4LL>AT ION
<br />TYPIC,4L MTUJ INSTALL,4TION
<br />-FAB CHIMNEY CAP :�
<br />C10
<br />L
<br />2"x4" BLOCKING (SEE MANUF.
<br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)
<br />EACH JOINT TYP. '
<br />XTERIOR FINISH
<br />z ¢ I RE-FAB CHIMNEY
<br />LOCKING ®MIQ POINT
<br />� WHEN CHIMNEY EXCEEDS 6'-0"
<br />IN HEIGHT
<br />= a o GALV. METAL /2" SHEATHING OR O.S.B.
<br />o FLASHING
<br />2"x4" STUDS 016" O.C. MAX.
<br />CV =`s
<br />ALV. MTL. FLASHING
<br />CRICKET7�'�4�11_4
<br />TRUSS TOP CHORD
<br />SECTION 11,4-,4"
<br />`-USP HTW20 ®EA. CORNER
<br />OUBLE 2'x4" BLOCKING
<br />w/ 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />F 360 MAX __1
<br />1'R11.75
<br />ATTACH BLOCKING
<br />x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER
<br />MP-34 ANGLE TYPICAL -►
<br />RE -ENGINEERED WOOD TRUSSES
<br />USP 1"IUGT15 TO
<br />QUILT -UP COLUMN DETAIL
<br />,}-ITA 20-15 / I•-IT>4 20
<br />INSTALLAtION e MID SPAN
<br />TE: NO
<br />UPLIFT Y,4L1JP
<br />15 BASED ON
<br />SPf.
<br />RTI USP 6 1,151N6
<br />I6-8Id AI/2" NAILS
<br />UPLIFT = 10306
<br />TYPICAL
<br />RT16 INSTALLATION
<br />WUS INSTALLATION
<br />CRICKET
<br />TYPICAL
<br />-FAB CHIMNEY ASSEMBLY
<br />0
<br />16"
<br />T1'PIC,4L CI--EI1"tNEY PLAN
<br />SCALE: 3 4 =1 -0
<br />GTTf Q/10BM
<br />Gm.
<br />GONT. 6'5
<br />BAR
<br />O.C. MAX.
<br />x4" BLOCKING w/
<br />'LYWOOD FLITCH TYP.
<br />*5
<br />15V"**'-" W-Ed M
<br />I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L
<br />CD
<br />Ln
<br />SCALE: N.T.S.
<br />LD
<br />E
<br />I
<br />I
<br />DAN SCO
<br />ENGINEERING, LLC
<br />it P.O. BOX 3400
<br />Apollo Beach, Florida 33572 I
<br />I p. 813.645.0166 I
<br />f. 813.645.9698
<br />www.danscoengineedng.com
<br />0
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<br />o
<br />0
<br />I
<br />I
<br />I
<br />I
<br />W
<br />QIO
<br />Z
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ
<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 />I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />I CONSENT FROM LENNAR CORPORATION.
<br />©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U.C. FC THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE I DESCRIPTION
<br />02.02.09 1.0 2007 F8C UPDATES
<br />10.29.09 1.01 POLK COUNTY REJECTIONS
<br />I
<br />VERSION NO. 1.01 / 10.29.09
<br />CA 25948 - --- -- - I
<br />� SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122 I
<br />� E] IRWIN J. BENSON,
<br />P.E. #49758
<br />Ej ANDREW D. HAROLD,
<br />P.E. #66715
<br />� ENGINEER SEAL:
<br />I
<br />/1� I
<br />SHEET TITLE: I
<br />STRUCTURAL NOTES �
<br />I &DETAILS
<br />I
<br />I SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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<br />SECTION 11,4-,4"
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<br />OUBLE 2'x4" BLOCKING
<br />w/ 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />F 360 MAX __1
<br />1'R11.75
<br />ATTACH BLOCKING
<br />x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER
<br />MP-34 ANGLE TYPICAL -►
<br />RE -ENGINEERED WOOD TRUSSES
<br />USP 1"IUGT15 TO
<br />QUILT -UP COLUMN DETAIL
<br />,}-ITA 20-15 / I•-IT>4 20
<br />INSTALLAtION e MID SPAN
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<br />UPLIFT Y,4L1JP
<br />15 BASED ON
<br />SPf.
<br />RTI USP 6 1,151N6
<br />I6-8Id AI/2" NAILS
<br />UPLIFT = 10306
<br />TYPICAL
<br />RT16 INSTALLATION
<br />WUS INSTALLATION
<br />CRICKET
<br />TYPICAL
<br />-FAB CHIMNEY ASSEMBLY
<br />0
<br />16"
<br />T1'PIC,4L CI--EI1"tNEY PLAN
<br />SCALE: 3 4 =1 -0
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<br />Gm.
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<br />BAR
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<br />x4" BLOCKING w/
<br />'LYWOOD FLITCH TYP.
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<br />ENGINEERING, LLC
<br />it P.O. BOX 3400
<br />Apollo Beach, Florida 33572 I
<br />I p. 813.645.0166 I
<br />f. 813.645.9698
<br />www.danscoengineedng.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 I
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ
<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 />I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />I CONSENT FROM LENNAR CORPORATION.
<br />©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U.C. FC THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE I DESCRIPTION
<br />02.02.09 1.0 2007 F8C UPDATES
<br />10.29.09 1.01 POLK COUNTY REJECTIONS
<br />I
<br />VERSION NO. 1.01 / 10.29.09
<br />CA 25948 - --- -- - I
<br />� SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122 I
<br />� E] IRWIN J. BENSON,
<br />P.E. #49758
<br />Ej ANDREW D. HAROLD,
<br />P.E. #66715
<br />� ENGINEER SEAL:
<br />I
<br />/1� I
<br />SHEET TITLE: I
<br />STRUCTURAL NOTES �
<br />I &DETAILS
<br />I
<br />I SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S Nl
<br />1US
<br />V
<br />I_F - I
<br />TYPICAL
<br />I'�L+IdiIJ! ill GF EW rsCtllW
<br />wa" r Aeo+i* IM or
<br />4:__1
<br />WALL 90TW
<br />ear r ee.O*
<br />w+K+l'tOole
<br />ICVIAM
<br />NOTE
<br />i
<br />WEEP 5GREED DETAIL
<br />MIN. EMBEDMENT
<br />SCHEDULE 1=0R
<br />E AND QUANTITY
<br />OF F,45TENER5
<br />TYPICAL I-ITA 20-18 / I••ITA 20
<br />IN5T/4LL>AT ION
<br />TYPIC,4L MTUJ INSTALL,4TION
<br />-FAB CHIMNEY CAP :�
<br />C10
<br />L
<br />2"x4" BLOCKING (SEE MANUF.
<br />USP SPT24 AT SPECS. FOR MINIMUM DISTANCE)
<br />EACH JOINT TYP. '
<br />XTERIOR FINISH
<br />z ¢ I RE-FAB CHIMNEY
<br />LOCKING ®MIQ POINT
<br />� WHEN CHIMNEY EXCEEDS 6'-0"
<br />IN HEIGHT
<br />= a o GALV. METAL /2" SHEATHING OR O.S.B.
<br />o FLASHING
<br />2"x4" STUDS 016" O.C. MAX.
<br />CV =`s
<br />ALV. MTL. FLASHING
<br />CRICKET7�'�4�11_4
<br />TRUSS TOP CHORD
<br />SECTION 11,4-,4"
<br />`-USP HTW20 ®EA. CORNER
<br />OUBLE 2'x4" BLOCKING
<br />w/ 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />F 360 MAX __1
<br />1'R11.75
<br />ATTACH BLOCKING
<br />x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER
<br />MP-34 ANGLE TYPICAL -►
<br />RE -ENGINEERED WOOD TRUSSES
<br />USP 1"IUGT15 TO
<br />QUILT -UP COLUMN DETAIL
<br />,}-ITA 20-15 / I•-IT>4 20
<br />INSTALLAtION e MID SPAN
<br />TE: NO
<br />UPLIFT Y,4L1JP
<br />15 BASED ON
<br />SPf.
<br />RTI USP 6 1,151N6
<br />I6-8Id AI/2" NAILS
<br />UPLIFT = 10306
<br />TYPICAL
<br />RT16 INSTALLATION
<br />WUS INSTALLATION
<br />CRICKET
<br />TYPICAL
<br />-FAB CHIMNEY ASSEMBLY
<br />0
<br />16"
<br />T1'PIC,4L CI--EI1"tNEY PLAN
<br />SCALE: 3 4 =1 -0
<br />GTTf Q/10BM
<br />Gm.
<br />GONT. 6'5
<br />BAR
<br />O.C. MAX.
<br />x4" BLOCKING w/
<br />'LYWOOD FLITCH TYP.
<br />*5
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<br />SCALE: N.T.S.
<br />LD
<br />E
<br />I
<br />I
<br />DAN SCO
<br />ENGINEERING, LLC
<br />it P.O. BOX 3400
<br />Apollo Beach, Florida 33572 I
<br />I p. 813.645.0166 I
<br />f. 813.645.9698
<br />www.danscoengineedng.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 I
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ
<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 />I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />I CONSENT FROM LENNAR CORPORATION.
<br />©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U.C. FC THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE I DESCRIPTION
<br />02.02.09 1.0 2007 F8C UPDATES
<br />10.29.09 1.01 POLK COUNTY REJECTIONS
<br />I
<br />VERSION NO. 1.01 / 10.29.09
<br />CA 25948 - --- -- - I
<br />� SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122 I
<br />� E] IRWIN J. BENSON,
<br />P.E. #49758
<br />Ej ANDREW D. HAROLD,
<br />P.E. #66715
<br />� ENGINEER SEAL:
<br />I
<br />/1� I
<br />SHEET TITLE: I
<br />STRUCTURAL NOTES �
<br />I &DETAILS
<br />I
<br />I SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S Nl
<br />1US
<br />V
<br />I_F - I
<br />TYPICAL
<br />SECTION 11,4-,4"
<br />`-USP HTW20 ®EA. CORNER
<br />OUBLE 2'x4" BLOCKING
<br />w/ 1/2" PLYWOOD FLITCH
<br />SCALE: 3/4"=1'-0"
<br />F 360 MAX __1
<br />1'R11.75
<br />ATTACH BLOCKING
<br />x' PLATEPLATETO TRUSSES w/ USP SLOPE SP HTW20 ®EA. CORNER
<br />MP-34 ANGLE TYPICAL -►
<br />RE -ENGINEERED WOOD TRUSSES
<br />USP 1"IUGT15 TO
<br />QUILT -UP COLUMN DETAIL
<br />,}-ITA 20-15 / I•-IT>4 20
<br />INSTALLAtION e MID SPAN
<br />TE: NO
<br />UPLIFT Y,4L1JP
<br />15 BASED ON
<br />SPf.
<br />RTI USP 6 1,151N6
<br />I6-8Id AI/2" NAILS
<br />UPLIFT = 10306
<br />TYPICAL
<br />RT16 INSTALLATION
<br />WUS INSTALLATION
<br />CRICKET
<br />TYPICAL
<br />-FAB CHIMNEY ASSEMBLY
<br />0
<br />16"
<br />T1'PIC,4L CI--EI1"tNEY PLAN
<br />SCALE: 3 4 =1 -0
<br />GTTf Q/10BM
<br />Gm.
<br />GONT. 6'5
<br />BAR
<br />O.C. MAX.
<br />x4" BLOCKING w/
<br />'LYWOOD FLITCH TYP.
<br />*5
<br />15V"**'-" W-Ed M
<br />I 'f fi'-' I C. 4L H I fi` t-K,41"I I IVC.-; U = 1,4 I L
<br />CD
<br />Ln
<br />SCALE: N.T.S.
<br />LD
<br />E
<br />I
<br />I
<br />DAN SCO
<br />ENGINEERING, LLC
<br />it P.O. BOX 3400
<br />Apollo Beach, Florida 33572 I
<br />I p. 813.645.0166 I
<br />f. 813.645.9698
<br />www.danscoengineedng.com
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<br />0
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<br />I
<br />I
<br />W
<br />QIO
<br />Z
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING I
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C"
<br />ENCLOSED (INFERNAL PRESSURE COEFFICIENT =+U.lOJ
<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 />I 02009 LENNAR CORP.-THIS PLAN MAY NOT 8E
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />I CONSENT FROM LENNAR CORPORATION.
<br />©' 1-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, U.C. FC THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR I
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE I DESCRIPTION
<br />02.02.09 1.0 2007 F8C UPDATES
<br />10.29.09 1.01 POLK COUNTY REJECTIONS
<br />I
<br />VERSION NO. 1.01 / 10.29.09
<br />CA 25948 - --- -- - I
<br />� SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122 I
<br />� E] IRWIN J. BENSON,
<br />P.E. #49758
<br />Ej ANDREW D. HAROLD,
<br />P.E. #66715
<br />� ENGINEER SEAL:
<br />I
<br />/1� I
<br />SHEET TITLE: I
<br />STRUCTURAL NOTES �
<br />I &DETAILS
<br />I
<br />I SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S Nl
<br />1US
<br />V
<br />I_F - I
<br />TYPICAL
<br />I_F - I
<br />TYPICAL
<br />
|