|
1
<br />PRE ENGINEERED WOOD
<br />TRU55 a 24" O.C. U.N.C.
<br />12
<br />(TYPJ VARIES
<br />Y2' HIGH STRENGTH GDP
<br />GYP. BOARD OR /s" WALL
<br />BOARD (OR 5/a" GYP.
<br />TYPE 'X" a GARAGE W/A
<br />HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />5GREW5 a T O.G. CEILING
<br />4 5' O.C. WALLS
<br />R30 MIN. BATT OR -J
<br />BLOWN INSULATION
<br />Ix2 P.T. HORIZONTAL
<br />NAILER
<br />5TD, 90' HOOK (SEE
<br />DETAIL)
<br />R4.1 MIN. INSULATION ON
<br />EXT.. BLOCK WALL5
<br />Ix2 PT WE) FURRING a 24' O.G.
<br />112" GYPSUM WALLBOARD U.N.O.
<br />Ix4 P.T. BASE NAILER
<br />3 1/4" BA5EB0A1RD -
<br />2500 P51 CONCRETE -
<br />SLAB W/ 6x6
<br />WIAxW1.4WW'FOR
<br />FIBERMESH
<br />6 MIL VAPOR- / \�
<br />BARRIER%\
<br />`..
<br />GLEAN POISONED AND
<br />COMP. SOIL. (COMPACTED j
<br />TO 95 o MODIFIED
<br />PROCTOR 45TM D1551)
<br />(2) "5 REBAR CONT. ON-/
<br />(1) LAYER UNDERLAYMENT FOR RCOF PITCH >4:12 4
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12
<br />HURRICANE ANCHOR a EACH 7RU55
<br />(SEE UPLIFT SGHED.) W/ METAL PL.
<br />UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />/--ROOF COVERING
<br />-1 16" O.S.B. MIN. (FOR SHINGLE) OR
<br />5/5' 065 (FOR TILE) SEE ROOF
<br />NAILING SCHEDULE ON SHT. 5N1
<br />ELEV. VARIES
<br />ALUMINUM
<br />-� DRIP EDGE
<br />,---:ALUMINUM FASCIA
<br />-2x4 SUB FASCIA.
<br />-�2" ALUMINUI"I
<br />VENTILATED SOFFIT
<br />- 8"x8"X16" KNOCK -OUT
<br />BLOCK W/ M5 CONT.
<br />FILLED SOLID W/GROUT
<br />20" I"IIN LAP
<br />#3 OR #4 REINFORCING PAR
<br />�3 & #4 LAP SPLI
<br />#5 REINFORCI.N.G DAR
<br />#5 LAP=' 5F=)L 1G�
<br />G.M.U. TYPICAL
<br />TYPE "5" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />(1) "5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />-- ` 4"x4" INSPECTION
<br />X PORT AT EAGH
<br />FILLED CELL TYPICAL
<br />_z MIN. 2500 PSI GONG. SLAB
<br />/ III 'MIN 3000 PSI GONG. 5LAE
<br />FOR HERNANDO CO. ONLY)
<br />III
<br />- v LLl
<br />ILI
<br />T-
<br />3" CHAIRS TYP. U.N.O. _ \-STD. 90* HOOK
<br />14
<br />- (SEE DETAIL)
<br />T1 A A TION � O � UJ LL �G �
<br />SCALE'.: N T S. /
<br />v / (1) ROW 2x BLOCKING a MID
<br />HGT. FOR WALL HGT. < 8'-6".
<br />(2) ROWS 2x BLOCKING a 3rd
<br />PT5 FOR WALL HGT. > S'-6"
<br />1/2" GYP. WB (MIN.) a GARAGE 51DE
<br />IF APPLICABLE.
<br />2x P.T. PLATE / 1/4" 4, X 3/4" T.APGONS a 24" O/G 4
<br />/ a 6" MAX FROM END OF 2 x PLATE
<br />(2) 05 CONT. ON 3" 6 x 6 WI.4 x WI.4
<br />CHAIRS )TYP.) WWF OR FIBERMESH
<br />----------------L
<br />z,
<br />A'
<br />I I
<br />/
<br />T�'FICAL INTERIOR HARING
<br />UJ�TLL UJ/OUT UAL ITT
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL SLAB INFORMATION.
<br />SCALE: 3/4"= i'-m"
<br />#6 REINFORCING BAR
<br />CONTINUOUS To FOCTER BELOW �O- H00< DE:TAIL
<br />� K.a. BLocIC Y
<br />5 E 5I --7 G_`�I
<br />�
<br />P'I
<br />L45 REINFORCING -
<br />BAR
<br />#5 STD. SO' { 400<
<br />ELEV. VARIES
<br />x 2" FURRING
<br />4' x 6" ROUGH SAWN CEDAR
<br />1 M.O. 2x4 SPRUCE SUB FASCIA
<br />ILI !2" ALUMINUM
<br />L-Ix2 P.T. NAILER v. ENTILATED SOFFIT
<br />4[__ TE NATE F,45C I A
<br />�2x S.P.F. STUDS @ 16" O.G.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTt_RIOR 6N: ALL
<br />I
<br />i
<br />I° F.T. T'
<br />i IX BUD
<br />TtI
<br />SEE GG153 OR " #5 VERT IN FILLED 'CELL
<br />5/55 --OR ANCHOR � i � 5/8" x 6" EXPANSION
<br />BOLT INFO. v BOLT @ 24" O.G. VERT.
<br />\ T OR 5/�'x6" "L° BOLTS
<br />*USIF SPT22 TYP.
<br />1�- 2x P.T. PLATE
<br />I I �-ASSUMED
<br />FINISHED GRADE_
<br />MONO OR 5TEMWALL - - - - - -- - z
<br />FOOTING MONO SHOWN
<br />T \
<br />FOR GL,ARI I I ir I
<br />. r
<br />Z
<br />NOTE �!
<br />*FOR BEARING WALL
<br />Y
<br />Try' �� ?�✓ /\ �" O A N E - T I Ij� I
<br />SEE TYP. WALL SECTION FOP, SCALE: =1'-O"
<br />ADDITIONAL SLAB iNFORMATiON.
<br />��-TYPIGAL G.M.U. BLOCK WALL
<br />GALVANIZED METAL STOP
<br />5EGIRED TO WALL TO RUN
<br />CONrINUOU)S AND LEVEL AT A
<br />MINIMUM OF 8' ABOVE (TRADE.
<br />I -EST. GRADE
<br />l e ELEVATION
<br />� TOP OF SLAB Tz�
<br />FINISH TEx T', fiFE 5RE4K l N
<br />SEE TYP. WALL SECTION FOR 5O.ALE N.T.S.
<br />ADDITIONAL INFORMATION.
<br />EXPANSION JOINT FORMED U5IN
<br />1/2' EXPANSION JOINT MATERIAL 3/4 RECESS FOR
<br />^R! r- THI .KEN SLAB EDGE BETWEEN-v %4,R1IE5/ S.O.D. (U.N.O.)
<br />DOOR FRAMES AS OW SH
<br />3/4" RECESS FOR � 6 x 6 W1.4 x W1.4 \ SEE A/53 FOR
<br />WNF OR FIBERMESH FINISHED CONCRETE LANAI TO - REINF. INFO.
<br />5.6.D. (U.N.O.) /
<br />I H OM _ .� ;
<br />,
<br />�aI
<br />I�
<br />W \ T k
<br />i
<br />- v-T - - -- --- - ---
<br />SEE A/53 FORS
<br />H a4 #5 GONT. -� 1 -SEE A/ 53 OR J/56
<br />REINF. INFO. --- 1 =4 TO}R
<br />OFT I ON *'1 _� _�TCRY = FOR �Ew> . INFO.
<br />SEE TYP. HALL 5ECTION FOR
<br />ADDITIONAL SLAB INFORMATION. Of7OI 1 i
<br />5L,45 aTEF 4 RECE-53 n 5,��.1D. /' 1I SEE T,'P. THIGK_ENED SLAB ED(3E DETAIL
<br />ON SHEET 5.3 FOR OUTER ;DOE O)F I AN,A!
<br />SCALE: 3/4"=1'-O'I
<br />SCALE: 3/4"=1'-0
<br />ROW 2x BL OCKiNG a MID
<br />NOTE:
<br />/-(1)
<br />i HGT. FOR WALL HGT. < 8' 6 ".
<br />SEE SECTION C/53 FOR
<br />(2) ROWS 2x BLOCKING a 3rd
<br />LADDITIONAL INFORMATION
<br />PT5 FOR WALL HGT. > 814o".
<br />1/2" GYP. WB (MIN.) a GARAGE
<br />USP 5FT22 CONNECTOR �1
<br />SIDE IF APPLiCABLE,
<br />2x P.T. PLATE
<br />5/8'Q EXPANSION BOLT a 24' O/G
<br />\
<br />5" EMBEDMENT (MIN. SHEAR
<br />SPACE ANCHOR BOL75
<br />3500" MIN, 7EN51ON 211
<br />6" MAX FROM END OF
<br />6 x (o WI.4 x WI4
<br />2" x PLATE
<br />W JF OR FIBERMESH
<br />'I
<br />v� •.�
<br />I '
<br />2) 05 CON . I
<br />k
<br />/
<br />ON 3" CHAIRS
<br />(TYP.)
<br />T"I`I'F C-AIt INTE!�IOF
<br />F3 4 IN G UU4LL ULJ/ UAL iI I
<br />SCALE: 3/41'_1'-0"
<br />6x6Wi.4x4.4
<br />I
<br />WWF OR FIBERME5H
<br />I
<br />I
<br />'1) #5 CONT
<br />N.
<br />T;4I�,-<ENED
<br />5L,45
<br />EE L
<br />5EE TYP. WALL SECTION FOR
<br />51_',ALE
<br />,IT
<br />A I � IC'�NA
<br />L. G i L. S�
<br />-
<br />A� I f c-R
<br />t3 N J NATION.
<br />`N
<br />Ck MASONRY WALL AND _ MASONRY b,\IA.LL AND
<br />PAD FOOTING PAD FOOTING
<br />8" MASONRY WALL_
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FGOT!N(� STEEL MAT REINFORCING.
<br />' I
<br />GRADE
<br />,v y:
<br />111 i111 Z • 1
<br />z 1T, L-K IL
<br />jLl' zLY
<br />1? -> - u1 r
<br />i ` v_
<br />�� FOOTING
<br />/ BEYOND 0
<br />PAD REINFORCEMENT
<br />(5EE SCHEDULE) ! '�
<br />I I
<br />l-_ T lo' C0LL4F7C , DET., I �N
<br />P SCALE: N. r.5. 2
<br />SEE TY WALL SECTION FOR
<br />.ADDITIONAL INFORMATION.
<br />i FIRE RESISTANT OSB 1/16" (FOR
<br />SHINGLE) OR 5/8" (FOR TILE)
<br />j SHEATHING 4' ONE^.. SIDE OF (WALL
<br />NOT STAGGERED OVER PARTY WALL
<br />2X4 LEDGER a 48"-7
<br />1/16" OMB. (FOR SHINGLE) OR 5/8"
<br />0/C MAX.
<br />! OSB (FOR TILE) SHEATHING '.,N.C.
<br />VERTICALLLY NAILED)
<br />I
<br />/
<br />TO TRU55 WE65 J/(2)
<br />15 LB ROOFING FELT (SHINGLES)
<br />/
<br />5d (TYF.) I
<br />2X4 BLOCKING a 4a" O.G. MAX. IW/ l2,1 16d
<br />NAILS a EACH END 4 GLUED TO ROOF -7
<br />PRE ENGINEERED -7 1
<br />SHEATHING /
<br />ROOF TRUSS a 2A"
<br />CLG. RUNNER
<br />C.C. MAX. 1 I
<br />FIRE CAULK-\ i�2"
<br />(21 LAY
<br />SHAFTL INER iNSI
<br />FLOOR 4 C
<br />STEEL 1
<br />aDJACE
<br />1/2" x 6" WI
<br />FIREGUAR
<br />FIREGUAR
<br />BAT TEN
<br />STEEL "H" STUD
<br />ATTIC A
<br />STE). 90 °
<br />(U *5 VER
<br />FILL CELL PLAN FOR LOGATIONS)
<br />NOTE5: j
<br />1) SEPARATION WALL IN THE
<br />ROOF SYSTEM PROVIDES
<br />1 2-HR5 PROTECTION PER
<br />GP WHI 495-0743
<br />2) MASONRY WALL
<br />PROVIDES 2-HR5
<br />PROTECTION PER UL-U905
<br />6x6 W14xW14
<br />WWF
<br />CE
<br />STRIPS
<br />Imo_
<br />--
<br />:RS I" DENSGLA55
<br />I
<br />BREAKAWAY CUPS
<br />:RTED BETWEEN 2"
<br />GEORGI,4-PACIFIC S
<br />LG. RUNNERS__ 2"
<br />EAGH SIDE OF EVER
<br />a STUC BETWEEN
<br />STUD (48' OS MAX)
<br />NT PAIRS OF GYP.
<br />/
<br />VERTICALLY
<br />PANELS.
<br />1
<br />DENSARMOR PLUS-
<br />I ll) LAYER I/2" HIGH
<br />D G OR TOUGHRCCK
<br />1 GYP. WB. W/ 1-3/45'
<br />D C GYPSUM BOARD
<br />a E4. SIDE OF - -
<br />(ONLY REQUIRES IF
<br />1 'I OR DRYWALL 5CR
<br />I S" O.G. WALLS 4 4"
<br />L 2 x 4 SYP 2 x?2" LO
<br />RE4 IS ACCESSIBLE.)
<br />HOOK (5EE DETAIL)
<br />RBG CLIP W/ lod a
<br />1 1 SIMPSCN RBG a 36
<br />T. IN FILL CELLS )SEE
<br />---
<br />NAILS INTO TRUSS
<br />C-HORD/SCAB 8 (3)
<br />-(2) LAYERS I" DEN5GLA55
<br />SHAFTLINER INSERTED
<br />j BETWEEN 2' FLOOR 4 CLG.
<br />/ RUNNERS 'U1 2" 6TEEL H STUDS
<br />BETWEEN ADJAGENT PAIRS OF
<br />G1"P. PANELS.
<br />i2X4 BLOCKING W/ (2) 1Od TOE
<br />N4IL5 a EACH END
<br />/
<br />2X4 BLCCK!NG a 48" Cam. M,�X. -
<br />/ �15 LB ROOFING FELT
<br />Wi ; 2; .mod TOE N4iL5 a ��Cr' 1
<br />/
<br />i (5HING-LES)
<br />END 4 uL!J=D TO RCOFTFIRE CAUL K /
<br />-!16" O.SR. ;FOR SHINGLE) CI
<br />SHE ^THING
<br />^�
<br />S' _0515 (rCR TILE) 5r1EATHIN
<br />2X4 LEDGER w 45 O%C I"i-X.
<br />GL�.
<br />U.N.O.
<br />✓ERTi_-.ALLL', N TILED 0
<br />\ �,UNN`z
<br />FIRE RESIS-ANT CSB l'i6" (FOR.
<br />%
<br />TRUSS w_Cb'': 8c
<br />SH1\G_E) OR 5/S' 'FOR TILE
<br />5H>=a T HING 4 ON E-A. 51DE OF
<br />=RE dI E R -� -
<br />,
<br />WA! NOT STAGGERED OVER
<br />ROOF TRUSS a
<br />\\
<br />�'
<br />a� Y WAIL
<br />i
<br />v T -
<br />I
<br />BREAKAWAY CLIPS S PER
<br />1/2" x 6 WIDE DENSA� MOR F LUS
<br />\
<br />�GECRGIA.-PACIFIC SPEG-FiC4TiON5
<br />u> FID C OR 'CwG-ROCK
<br />a E4C-4SIDE OF EVER" OTHER
<br />A5 PER
<br />2"
<br />W/
<br />3/4"
<br />BOTTOM
<br />F'R�GJARD C G`'�,ar BOAR!;
<br />STEEL 'H" STUD i48 OG MAX) 4
<br />PECIF!GATIUNS d
<br />B4TTEN STRIPS a EA. SIDE OF
<br />I
<br />?OFT CC VERTICALLY
<br />�- T I)_ )= II
<br />O 4 R STEEL H"
<br />T,, ,, �I - _-C ;F- IF
<br />STEEL
<br />. EEL H" 5. :) ', JN_ r<C �InES
<br />!
<br />�R� CI , 1N��
<br />E _ --i EERED ROOF TRUSS
<br />4 ';OFT OC
<br />AT AREES A� CE3S�BI t.l
<br />PERPENDiC ULAR TO WALL 24"
<br />1 1
<br />O.G. MAX.
<br />FLOOR RUNNER
<br />3/16" DIA, x 1
<br />TAPGCNS a
<br />a Y �"
<br />2 x 5 P 2 xl2" LONG S!.B kA H
<br />L 2X4 BLOCKING U1, l2) 106 TOE NAILS
<br />6" O.C.
<br />/
<br />RBG: OL !P Ll,% 10d a 3" C.C.`
<br />1 a EACH END
<br />LAYER 1/2' HIGH STRENGTH OR 5/,5"
<br />SIMPSON RBC a 36" Or. W/ 6-10dx1�
<br />�•
<br />STRENGTH OR 5I5"
<br />^�
<br />1,�' NAILS INTO TRUSS BOTTOM
<br />T
<br />n ALL NAILS OR
<br />P. LuS. W%1-3,8' DRTY
<br />DRYWAI_L NAILS
<br />CHORD ,'SCAB 4 (3) i/4"x2 3/4" TITEN
<br />DRYWALL SCREWS. T" O.C.CEILING, 5"
<br />EW5 -1" O G. CEILING,
<br />5GREWS INTO MASONR''.
<br />O.C. WALLS 4 4" D.G. EDGES
<br />O.G. EDGES
<br />/
<br />1
<br />\ MOISTURE BARRIER
<br />NG SCAB a EACH
<br />F: OCR RUNNER 1V 3/16 ; I A. --'
<br />x 1 3r4" T4PCON5 a 16" C.C. /
<br />�
<br />-USP HTA20 a END OF TRUSS W/ 10-10d
<br />3" O.G.
<br />x 1/2" NAILS INTO TRUSS 4 4"
<br />" O.C. W/ 6-10dxi I/2"
<br />90' HOOK (5EE DETAIL)
<br />EMBEDMENT INTO CONCRETE (NOTE:
<br />S"x8"X16" CONE. KNOCKOL:T BLK. W,'
<br />NSTALL HTA20's PRIOR TO
<br />1141"x2l 3/4" TI TEN
<br />or- RO-, E '-CN' FILLED LUI GROUT
<br />INSTALLING THE PROPRIETARY
<br />-1 - , ��� PANELS
<br />\ 5GREW5 INTO MASONRY.
<br />(TYPICAL ON BOTH FACES OF WALL) �(1) *5 VERT. IN FILL CELLS )SEE
<br />\C-�S: FLOOR PL4N FOR LOCATIONS)
<br />�a'x8%6" GONC. <NOCKOUT BLK. 1) SEPARATION WALL 'N THE 2C_ (U �5 VERT. IN FILL CELLS (SEE
<br />W/1"5 ROC GONT. FILLED W/ sR.l.l �M n1 I FOUNDATION PLAN FOR LOCATIONS)
<br />r T SY5T= PRL" ✓OES 2-HR5 F�� E� ION),
<br />PER GF WHI 495-0T4�
<br />Ili "5 VERT. IN FILL CELLS (SEE 2) MASONRY W :LL PRO.`✓IDES _-,-4RS J r
<br />FOUNDATION PLAN FOR LOCATIONS) FRO T EGTiGN DER UL U905 -
<br />I - J
<br />z
<br />�r1
<br />:v
<br />4"x4" INSPECTION PORT AT
<br />EAGH FILLED 'CELL TYPICAL
<br />V.
<br />•
<br />L) ✓
<br />i E
<br />/
<br />ST�. 90 HOOK
<br />GONT. (5EE DETAIL)
<br />,ELT. FIRTH ILiA 1 [)=TOIL 4T COS 111ON, Ij ' LL
<br />� L k6
<br />n""""?" GONG. KNOCK OUT
<br />W/ (i)'5 ROD CONT.
<br />:D SOLD GROUT
<br />SCALE: 3/4"-1' 0"
<br />BLK.
<br />-1PE "S' MORTAR
<br />---T
<br />(i)'S VERT. IN FILL CELLS
<br />REFER TO 4/53 FOR
<br />(SEE FOUNDATION PLAN
<br />INFORMATION NOT SHOWN.
<br />FOR LOCATIONS)
<br />-
<br />, 4"x4" INSPECTION PORT
<br />/ AT EACH FILL CELL
<br />TYP'C.AL
<br />_
<br />_ - -- -
<br />--- MED FIN15H GRACE
<br />v II
<br />• •
<br />_J
<br />v
<br />8x16 CONT. FOOTING 'W/
<br />;1
<br />(2) 05 CONT. ON 3" CHAIR.
<br />DOJ5L=E 01 UJALL
<br />5E TION
<br />SCALE- 3/4"=! -0"
<br />I-
<br />E _� L
<br />- ,- 4"x4" INSPECTION PORT AT
<br />&x�? 'U'_4x0,4 WILE- � %� EAGH FILLED CELL TYPICAL
<br />I I
<br />-7
<br />i
<br />I
<br />:ONT. )SEE DETAIL)
<br />1= �x
<br />I
<br />T - •I
<br />I�
<br />!-- —I/1 GYP. �I✓.
<br />IF).T. GXI-�--
<br />%�
<br />�f 121 FROM 'Ti AEA
<br />O' 011 ��=�'I ! _? —CONT. BEAD SE,ALA_ � 1 ail'
<br />Q
<br />INT
<br />2X _STUDS @ 24" O.C. U.N.O.
<br />-- -
<br />GONGRETE NAILS A 1 I/4 /2" 'GYPSUM W LI_BvARD U.N.O.
<br />Eti1BEDMENT @ 12" O.G.'�� Wi DRYWALL 5GREWS ©8"O.G.
<br />STA�U=RED, T=ROM JO T Tr;M \SEE THIS SHEET FOR INSULATION '-'HART
<br />PLATE TO CONGRETF_
<br />I'I
<br />!MIN. SHEAR Is30#
<br />-FI� tt
<br />TENSION I O#1-vI -
<br />GIR F15ERME511
<br />r✓ I \ �\. /1/1
<br />F:, �r _ti_. EP �
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<br />SF - TY- -I- 4; E: �5/4' =i -O" \, 7
<br />ADDITONAL LA, INF . v ,. \o�%
<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.danscoengineedng.com
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<br />' F T O TI is B�S OF HE ENGINEER'S KNOWLEDGE AND
<br />BELI°F THE STRUCTURAL PLAN S AN D
<br />COMPLY W R 200i FLO RESIDENTIAL BUILDING
<br />HFLORIDA
<br />CODE (INCLUDING 2009 SUPPLEMENT). SECTION
<br />1 P301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE
<br />ENCLOSED LNTERNAL PRESSURE COEFFICIENT=±0.18)
<br />WINE ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED .A ND SEA LED FOR THE STRUCTURA L PORTION
<br />OFTHIS DRAWING ONLY.
<br />02010 LENNAR CORP._THIS PLAID MAY NOT BE
<br />REPRODUCED IN ANY MANNER WR O RI H UT WRITTEN
<br />CONSENT FROM LENNAR ORP A N C OR TO .
<br />02010-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 />HEATH FOR TILE ROOF
<br />11.12.10
<br />4.00 ADD STEM WALL DETAILS
<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 />IRWIN J. BENSON,
<br />P.E. #49758
<br />-'��tinnu•y�
<br />GEN
<br />•. T cv
<br />Jr
<br />SECTIONS, DETAILS, NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S3
<br />
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