|
PRE ENGINEERED WOOD
<br />TRUSS 6 24" O.G. U.N.O.
<br />12
<br />(TYP.) VARIE6
<br />Y2" HIGH 5TRENGTH C;[)--/
<br />GYP, BOARD OR %" WALL
<br />BOARD (OR Va" GYP.
<br />TYPE 'X" -5 GARAGE WIA
<br />HABITABLE ROOM
<br />ABOVE) W/DIRYWALL
<br />SCREWS 9 7" O.C. CEILING
<br />a" O.C. WALL5
<br />R30 MIN. BATT OR
<br />BLOWN INSULATION
<br />Ix2 P.T. HORIZONTAL
<br />NAILER
<br />5TD. 90' HOOK (5E
<br />DETAIL)
<br />R4.1 MIN. INSULATION ON
<br />EXT.. BLOCK WALL5
<br />Ix2 PT LUC) FURRING 0 24" O.G.
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />(1) LAYER UNDERLAYMENT FOIR ROOF PITCH >4:12
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12
<br />HURRICANE ANCHOR e EACH TRU55
<br />F(6EE UPLIFT 5CHED.) W1 METAL PL.
<br />UNDER EA. TRJ65
<br />MOISTURE BARRIER
<br />ROOF COVERING
<br />1116" 0.5.5. MIN. (FOR SHINGLE) OR
<br />5/8' 055 (FOR TILE) SEE ROOF
<br />NAILING 5CHEDULE ON 5HT. 5NI
<br />ELEV. VARIE5 4dk
<br />I
<br />ALUMINUM
<br />DIRIP EDGE
<br />s
<br />LUMINUM FASCIA
<br />\I. U.N.o. 2X4 SUB FASCIA
<br />11,
<br />2" ALUMINUM
<br />VENTILATED SOFFIT
<br />5`xa"XI(o" <NOC<-OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED 5OL11D W/GROUT
<br />6' CJ-1,U. TYPICAL
<br />'-#3 OR #4 REINI70RON6 BAR
<br />YPE `5' MORTAR
<br />1__T *3 #4 LAFf 5FfL ICE
<br />1QP
<br />ELEV. VAR
<br />I" x 2" FURRINC�,
<br />I" x (b" ROUGH 5ANN C�EDAR
<br />12 " L�.N,C. 2x4 5PRUGE SUB FA50A
<br />L1x2 P.T. NAILER 12" ALUMINUM
<br />VENTILATED SOFFIT
<br />4LTFfPN,4TE f745C, 14
<br />'x
<br />1�x(I,' 3UC 2x4
<br />CONTINUOUS TO rOOTER BELOW cJO' �400K E)ET,41
<br />20` �11N. 1 4
<br />�11N. L4,F1
<br />ARCHITECTURAL
<br />XXA' AAA AAA AAA -A
<br />"'�#5 REINFORGIN6 BAR
<br />FINISH
<br />'T� L=,4 Ff &f=L ICE
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 f-�'.T. BASE N ILEIR
<br />----------
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />3 114" 5,A45EE550
<br />FILLED CELL TYPICAL
<br />2500 P51 CONCRETE
<br />z
<br />z
<br />MIN 2500 PSI GONG. SLAB
<br />5LA5 W/ (ox(o
<br />(MIN 3000 P51 GONG. 51-415
<br />UJI.4 x WI.4 WWF OR
<br />FOR HERNANDO GO, ONLY)
<br />FIBERME5H
<br />0
<br />Z�
<br />------
<br />Lu
<br />7�;t LL1
<br />\7
<br />7\7
<br />w
<br />(o MIL VAPOR
<br />BARRIER
<br />CLEAN 1`015ONED AN
<br />COMP. SOIL. (GOMPA ED
<br />TO 135% MODIFIED
<br />PROGTORA5TM D1551)
<br />,�`�JIN,
<br />C; L i;R.
<br />(2) 15 REBAR CONT. ON
<br />I
<br />3' GI4AIR5 TYP. UN.O,
<br />11=41,
<br />5TE). 90* HOOK
<br />I
<br />(SEE DETAIL)
<br />T�'PIC,4L
<br />WALL 5ECTION
<br />r'4
<br />SCALE;
<br />N-T.5- k
<br />Nl" �3
<br />V (1) ROW 2x BLOCKING 6 MID
<br />HGT, FOR WALL HGT. i� 64o'.
<br />(2) ROW5 2x BLOCKING 6 3rd
<br />PT5 FOR WALL HGT. > L3' o".
<br />1/2" 5YP. WB (MIN.) 6 GARAGE SIDE
<br />IF APPL I
<br />GABLE.
<br />'AXL xxx/'xN./\1 ... .... . x x xxx/'I
<br />'-#(b REINFORGIN6 BAR
<br />#(o LA F Sf=LIC;E
<br />SEE L4F SPL'GE IDE741L
<br />R I Vbll__1
<br />x
<br />x
<br />#5 REINFORGING
<br />I
<br />BAR x
<br />x
<br />#E-) 5TD. eO' k400<
<br />�REE�4fR DETAILS rF'��
<br />SGALE: N.T.5.
<br />2x S.P.F. STUD5 @ I(b'' O.G.
<br />2x STUD
<br />LOAD BEARING OR--- 7�
<br />EXTERIOR NALL 51, CI.M.U.
<br />I "x P.T. STUD
<br />#5 VERT. IN FILLED (�,ELL
<br />SEE GG/53 0
<br />6/53 FOR AN HOR 51b" x (9" EXPAN51ON
<br />E30LT INFO.
<br />E30LT @ 24'' 0.6. VERT.
<br />OR 51b"xb" "J" E30LTS
<br />5
<br />B',
<br />*U5P SPT22 TYP.
<br />2x P.T. PLATE
<br />ASSUMED
<br />711 � VFINISHEI) GfR,4DE
<br />MONO OR STEMNALL--,_-
<br />FOOTING MONO 5HONN
<br />FOR GLARITY
<br />/xX-,
<br />NOTE:
<br />*FOR BEARING NALL
<br />W UPLIFT ONL'�
<br />FF,,X-1E UJALL TO WALL CONNEC I (�D�
<br />2x F.T. FLATE 14' X 3 1/4' TAPGON5 6 24" O/C 4 SEE T"rP. NALL SEGTION FOR SCALE: 314"=I'-O"
<br />,@ (o" MAX r-ROM ENE) OF 2 x PLATE ADDITIONAL SLAE3 INFORMATION.
<br />3#
<br />(2) 05 CONT, ON x (o WI.4 x WI.4
<br />CHAIRS (TYP.)
<br />WWF OR FIBERME5H TYPICAL C,.M.U. BLOG< NALL
<br />F, - I j -
<br />- f - - - - - _L - - _� __ z 10
<br />GALVANIZED METAL STOP
<br />SEGUIRED TO NALL TO RUN
<br />t> I" / / /
<br />X/ GONTINUOU5 AND LEVEL AT A
<br />MINIMUM OF c5" ABOVE GRADE.
<br />EST GRADE
<br />4ELEVAT -0
<br />ION 0'
<br />1'- 4 a 11 x
<br />__jTOP OF SLAB
<br />w
<br />T"'rfmICAL INTEF,10F, 5EARING
<br />UJALL W/OUT �FLIFT
<br />SEE TYP. NALL SECTION FOR 6GALE: 3/4 1'- 0 FIN15H TEXTL�5DE E3FE,4< H
<br />ADDITIONAL SLAB INFORMATION.
<br />SEE TYP. NALL SECTION FOR 5GALE: N.T.5.
<br />ADDITIONAL INFORMATION.
<br />EXPAN51ON JOINT FORMED USING
<br />112" EXPANSION JOINT MATERIAL 3/4" RECE55 FOR
<br />RIES
<br />THIG<EN SLAB EDGE BETNEEN AF-IES 5.6.D. (U.N.O.)
<br />DOOR FRAMES AS 5HONN
<br />3/4" REGE55 FOR x (b NIA x NIA SEE A/53 FOR
<br />5.6.D. (U.N.O.) NNF OR FIBERME5H FIN15HED CONGRETE LANAI TO REINF. INFO.
<br />REGEIVE BROOM FIN15H U.N.O.
<br />7
<br />C11
<br />7
<br /><
<br />X
<br />4 j \�<
<br />< X//"/
<br />�\:x
<br />zl
<br />Ti
<br />SEE A/53 F
<br />OR
<br />all
<br />REINF. INFO.
<br />Of=TION #1
<br />SEE TYP. NALL SECTION FOR
<br />ADDITIONAL SLAE3 INFORMATION.
<br />SLAE3 STEf=
<br />(1) #5 CONT.
<br />CESe 'o-) S.G;D.
<br />SGALE: 5/4"=I'-O"
<br />'��-SEE A/53 OR -1/56
<br />FOR REINF. INFO.
<br />I'- a (2 - 5T0fRT')
<br />all
<br />Of=TICN #2
<br />SEE TYP. THIC�KENED SLAB EDOE DETAIL
<br />ON SHEET 55 FOR OUTER EDGE OF LANAI
<br />SGALE: 3/4"=1'-O"
<br />(1) ROW 2x BLOCKING MID
<br />NOTE:
<br />HGT. FOR WALL HGT. 0'- (o
<br />SEE SECTION G/53 FOR
<br />(2) ROW5 2x BLOCKING fD 3rd
<br />ADDITIONAL INFORMATION
<br />FT5 FOR WALL HGT. >
<br />1/2" GYP. W5 (MIN.) a GARAGE
<br />U5f= 5PT22 CONNECTOR
<br />//__5I[)E IF APPLICABLE.
<br />2x P.T, PLATE
<br />5/8"0 EXPANSION E30LT Q 24" 01G.
<br />W1 5" EMBEDMENT (MIN. SHEAR
<br />SPACE ANCHOR 5OLT5
<br />3500� MIN. TEN51ON 2600")
<br />(o" MAX FROM END OF
<br />(o x ro WI.4 x W1.4
<br />2" x PLATE
<br />WLLF OR FIBERME5H
<br />��I=
<br />"'
<br />- - - - - - -
<br />- - - - t (�) X:
<br />V
<br />(2) #5 GONT.
<br />ON 3" CHAIR5
<br />Ell
<br />T�'PICAL NTEIRIOR
<br />5EARING JJALL W1 UPLIFT
<br />SCALE: 3/4 1'- 0
<br />6 x 6 NIA x NIA
<br />NNF OR FIBERMESH
<br />f------- Z_
<br />GRADE
<br />7
<br />/"/ " /' /
<br />'x\
<br />411 #5 ( ONT.
<br />MIN.
<br />SEE T)�P. NALL ��EC�TION FOR SCALE: 31411=11-011 ��53
<br />T"Tf=�CAL T1=41C<ENED 5L,45 EDGiE L
<br />ADDITIONAL SLAE3 INFORMATION. -
<br />MA50NR NALL AND
<br />MA50NRY NALL AND
<br />PAD FOOTING
<br />PAID FOOTING
<br />8)" MA50NRY NALL--,
<br />EXTEND FILL GELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORGIN6.
<br />GIRADF
<br />LLI I_w
<br />kD LH -A
<br />z (D �:3
<br />z .
<br />Lu
<br />LLI
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<br />I
<br />I
<br />E q
<br />- 0
<br />�3 �D
<br />\
<br />\
<br />\ ' / OOTIN5
<br />-A
<br />/ /'
<br />' / "I BEYOND
<br />0
<br />PAD REINFORGEMEN
<br />CLEL�RANCE
<br />(SEE SC�HEDULE)
<br />�70OTINr_3 LUIIE,Tk�
<br />SEE SCI�EDULE
<br />F=ATIO COL-JI-IN F=-7G-
<br />DETAIL
<br />N
<br />SEE T"rP. NALL SEISTION FOR
<br />SC�ALE: N.T.5.'
<br />'e �
<br />ADDITIONAL INFORMATION.
<br />FIRE RESISTANT 055 1/16' (FOR
<br />SHINGLE) OR 5/0" (FOR TILE) SHEATHING
<br />4' ON EA. SIDE OF PARTY WALL
<br />2X4 LEDGER 6 46" 1/16' 0.5-5. (FOR SHINGLE) OR 5/5'
<br />O/C MAX. 055 (FOR TILE) SHEATHING UN-0.
<br />VERTICALLLY NAILED
<br />15 LE3 ROOFING FELT (5HINGL
<br />TO TRU55 WE55 W/(2)
<br />E`7
<br />8d (TYP.) 2X4 BLOCKING 6 4a' O.G. MAX� W/ (2) I(od TOE
<br />NAILS 6 EACH END 4 GLUED To
<br />FIRE ENGINEERED SHEATHING Roo
<br />ROOF TIRU55 24'
<br />Of_ MAX. FIRE CAUI_<-,,� 2' GLG. RUNNER
<br />(2) ILAY
<br />5HAFTLINER N5
<br />FLOOR 4 �
<br />STEEL 1
<br />ADJACE
<br />1/2" x 6" WID
<br />FIREGUAR
<br />FIREGJAR
<br />BATTEN 5
<br />STEEL "H" STUD
<br />ATTIC A
<br />STE). 90*
<br />(1) 115 vER
<br />x
<br />7-E3RE4KAWAY CLIFIS
<br />ER5 I" DENE
<br />- -1
<br />RTED BETWEEN 2"
<br />GEORGIA-P4GIFIC S
<br />,'LG. RUNNERS W1 2"
<br />EACH 51DE OF EVER
<br />1 5TJD5 BETWEEN
<br />STUD (45' Or- MAX)
<br />NT PAIR5 OF GYP,
<br />VERTICALLY
<br />PANELS.
<br />2
<br />3
<br />1
<br />E DENSAIRMOR PLUS
<br />(1) LAYER 1/2' HIGH
<br />D G OR TOUGHROG<
<br />. ?I;
<br />1-
<br />GYP. W5. W/ 1-3/a'
<br />D G GYPSUM 50ARD
<br />OR DRYWALL SCR
<br />TRIP5 e EA� SIDE OF
<br />0' O.C. WALL5 It 4"
<br />(ONLY REQUIRES IF
<br />2 x 4 5YF#2 x12' LO
<br />REA 15AGGE5515LE.)
<br />RE3G CLIP W1 IOd 6
<br />HOCK (SEE DETAIL)
<br />5IMf=5ON RBG 6 36
<br />7. IN FILL CELLS (SEE
<br />NAILS INTO TRU55 B
<br />CPORD/5GA15 4 (3)
<br />FILL CELL PLAN FOR LOCATIONS)
<br />NOTES:
<br />1) 5EFARATION WALL IN THE
<br />ROOF SYSTEM PROVIDE5
<br />2-HRS PROTECTION PER
<br />GP WPI 49�-0143
<br />2) MASONRY WALL
<br />PROVIDES 2-HR5
<br />PROTECTION PER UL-U905
<br />2X4 BLOCKING 48' C.C. MAX,
<br />W1 (2) I(od TOE NAILS 6 EACH
<br />END 4 GLUED TO ROOF
<br />5HEATHING
<br />2X4 LEDGER 6 45' O/C MAX. -
<br />VERTICALLILY NAILED TO
<br />TRUSS WE56 WK2) 5d (TYR)
<br />PRE ENGINEERED
<br />ROOF TRU55 24'
<br />O.G. MAX.
<br />FIRE CAULK
<br />2' CLG.
<br />7RUNNER
<br />1/2' x (o' WIDE DEN5ARMOR PLUS
<br />FIREGUARID G OR TOUGHROG<
<br />AS PER FIREGUARD C, GYPSUM BOARD
<br />PECIFICATIONS -a BATTEN 5TRIF5 6 EA. SIDE OF
<br />Y OTHER STEEL 'P' STEEL `H' STUD (ONLY REQUIRE5 IF
<br />]OFT OC. ATTIC AREA 15 AGGE551BLE.)
<br />" FLOOR RUNNER
<br />/ 311ro' DIA. x 1
<br />7
<br />/4' TAPGONS 6 2 x 4 5YF'02 x12' LONG SCAB 6 EACH
<br />(0 1 O.C. R5C CLIP W/ 10d 6 3" O�C.
<br />5IMFI50N R5G 9 3(o" O.G. W1 (o-106xl
<br />1/2" NAILS INTO TRUSS E30TTOM
<br />STRENGTH OR 5/8'
<br />DRYWALL NAILS CHORE) /5CAB 4 (3)1/4"x2 3/4' TITEN
<br />EWS T O_G_ CEILING, SCREWS INTO MASONRY.
<br />O.G. EDGE5
<br />2' FLOOR RUNNER W1 3116' D IA.
<br />G SCAB a EACH x 1 3/4' TAFCON5 6 16" O.C.
<br />3" O.G_
<br />STID. 90* HOOK (SEE [DETAIL)
<br />" C.C. W/ (o-IOdxI 1/2"
<br />OTTOM 83`x0"XI(o' GONG. KNOCKOUT BLK. W/
<br />11/4`4 3/4' TITEN 1 15 ROD CONT. FILLED W1 GROUT
<br />5GREW5 INTO MASONRY.
<br />(TYPICAL ON BOTH FACES OF WALL)
<br />a'x5'XI(o' GONG- KNOCKOUT BL<. 1) SEPARATION WALL IN THE ROOF
<br />W/10�5 ROD CONT. FILLED W/ GROUT SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GP WHI 4135-0143
<br />(1) 05 VERT. IN FILL CELLS (SEE 2) MA50NRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-Uc3O5
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />4"x4" INSPECTION FORT AT
<br />(ox(o WI.4xWI.4 EACH FILLED CELL TYPICAL
<br />WWF
<br />- - - - - -
<br />�_ �_T
<br />XX
<br /><
<br />STE). eOo
<br />(2) 05
<br />HOO<
<br />CONT. (SEE DETAIL)
<br />a
<br />ALT. FIRE UJALL DETAIL AT C;Ct-1�10N UJALL
<br />GONG. KNOCK OUT
<br />W/ (1) Is ROE) cON-7.
<br />50LID GROUT
<br />�'-4` AFF.
<br />SCALE; 3/4'= 1'- 0'
<br />5"GONG. 5L<.
<br />TYPE "5' MORTAR
<br />=-N) 05 VERT. IN FILL CELL5
<br />(SEE FOUNDATION PLAN
<br />REFER TO A/53 FOR
<br />INFORMATION NOT SHOWN. FOR LOCATIONS)
<br />4' IN5PECTION FORT
<br />EACH FILL CELL
<br />61,
<br />/ d, 455UMED FIN15H GRA
<br />Cf)
<br />� x N
<br />A'\\
<br />/x
<br />>
<br />- \/x x
<br />N
<br />A& GONT. FOOTING W1
<br />/x"
<br />(2) #5 CONT. ON 3" CHAIR
<br />.4
<br />DCL�5LE aJALL 5EG71CN
<br />SCALE: 3/4"=I'-O'
<br />P.T. 2x
<br />(ox(o WI.4xWI.4 WWF
<br />(2) LAYER5 I' DEN5GLA55
<br />5HAFTLINER IN51EIRTED
<br />BETWEEN 2" FLOOR $ CLG.
<br />RUNNERS W1 2' STEEL H 5TUID5
<br />BETWEEN ADJACENT PAIRS OF
<br />GYP. PANELS.
<br />2X4 BLOCKING W1 (2) 10d
<br />TOE NAILS -@ EACH ENID
<br />15 L5 ROOFING FELT
<br />(SHINGLES)
<br />-7/16" 0.55. (FOR SHINGLE) OR
<br />5/5" 055 (FOP, TILE)
<br />SHEATHING U.N.O.
<br />FIRE RE516TANT 065 111ro'
<br />(FOR SHINGLE) OR 5/0" (FOR
<br />TILE) SHEATHING 4' ON EA.
<br />SIDE OF PARTY WALL
<br />1`11N� G,4F-:'(ONLY REQUIRES IF ATTIC
<br />REA 15 NOT AzGE5 - LE)
<br />5REA<AWAY
<br />15F�15%L
<br />F`5 5 PER
<br />�-GEORGIA-PAGIFIG SPECIFICATIONS
<br />'s EACH 511DE OF EVERY OTHER
<br />STEEL 'H' STUD (45' OC MAX)
<br />IOFT CC; VERTICALLY
<br />PRE ENGINEERED ROOF TRU55
<br />PERPENDICULAR TO WALL @ 24"
<br />O.G_ MAX�
<br />-2X4 BLOCKING W1 (2) 10d TOE NAILS
<br />6 EACH END
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/0'
<br />GYP, W5. W/1-3/0" DRYWALL NAILS OR
<br />DRYWALL SCREWS, T O.C.CEiLING, 0"
<br />O.C. WALL5 4 4" O,C. EDGE5
<br />-MO15TURE BARRIER
<br />U5F HT420 @ ENE) OF TRUSS W/ 10-106
<br />x 1 1/2' NAILS INTO TRUSS 4 4'
<br />EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20'r, PRIOR TO
<br />INSTALLING THE PROPRIETARY
<br />PANELS
<br />(1) *5 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />(1) 15 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATION&)
<br />4"x4" INSPECTION PORTAT
<br />EACH FILLED CELL TYPICAL
<br />- - - - - -
<br />A
<br />STE), '300 HOCK
<br />(2)IS
<br />C.ONT. (SEE DETAIL)
<br />a', 10" all
<br />ALT. FIRE WALL DETAIL AT GC��ON LUALL
<br />-0'
<br />5CALE: 3/4'=I'
<br />112'' G'�P. BID.
<br />-HOLD 6'�P. BID.
<br />112" FROM SLAB
<br />6ONT. BEAD SEAL/
<br /><
<br />INTERIOR
<br />4 3 112
<br />GONGRETE NAILS N 1 114"
<br />EME3EDMENT 9 12" O.r..
<br />STAG GERED, FROM E30TTOM
<br />PLATE TO GONGRETE
<br />(MIN. SHEAR 00# MIN.
<br />TENSION 120#) GONGRETE SLAB
<br />-- - - - - -
<br /><
<br />rb MIL VAP--,r
<br />I
<br />BARRIER
<br />_2X 5TUD5 @ 24" O.G. U.N.O.
<br />GARAGE
<br />112" 6"rP5UM NALLBOARD U.N.O.
<br />A/ DRYNALL 5GREN5 @ b"O.G.
<br />_-5EE TH15 SHEET FOR INSULATION CHART
<br />CONT. BEAD SEALANT
<br />F_
<br />14
<br />6 x 6 NIA x NIA
<br />HNF OR FIBERMESH
<br />7,
<br />X �'/\>///X
<br />/I
<br />INTEf;tPIOf;�,' WALL 5L,45 STEF NON 5F�G.
<br />SEE T'1`P. NALL SEGTION FOR
<br />ADDITIONAL 5LAE3 INFORMATION.
<br />SCALE: 3/4"�I'-O"
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 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 />COMPLY WIT H 2007 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301FOR 120 MPH, 3 SEC- GUST, EXPOSURE �C�
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT= ±0. 18)
<br />WIND ZONE.
<br />THIS RAWING 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 />-
<br />02011 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />1 -THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />CD20 I
<br />PROPERTY Of DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBIT ED.
<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 />11.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />04.20.11
<br />GABLE DETAIL
<br />06.10.11
<br />4.02 REVISED .1156, B/S6 & F/S6
<br />FOR HANGER CONN.
<br />06.24.11
<br />4.03 REVISED ROOF SHEATHING
<br />VERSION NO. 4.03 / 06.24.11
<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 />SHEET TITLE
<br />SECTIONS, DETAILS, NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.11
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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