|
2x FURRING, e 16' O/C (45 REQ'D.)
<br />Ix4 P?. BASE NAILER (45 REQ'D.)
<br />31/4' BASE BOARD (AS REQ'D.i
<br />6x6 WI.4 0.4 WWF
<br />OR F!BERME5H
<br />MIN. 2500 P51
<br />GONG 5LA8
<br />CD �-
<br />�31/2" MIN.
<br />TYP.
<br />05 vERT. IN FILL CELLS
<br />.� (SEE FOUNDATION +-LAN
<br />FOR LOCATIONS)
<br />ARCHITECTURAL RN15H
<br />(EXT. ONLY)
<br />�I
<br />4'x4' INSPECTION PORT
<br />AT EA(_-H FILLED CELL
<br />� TYPICAL
<br />NOTE:
<br />In
<br />1) MASONRY WALL PROVIDES 2-HR
<br />PROTECTION PER UL-U905 (AS REQ'D.)
<br />2X4 BLOCKING e 48" C.G. MAX. LU/ (2) lod
<br />STD.90 o HooK - --%
<br />TOE N411-5 a EACH END 4 GLUED TO
<br />(SEE DETAIL ON SHT. 53)
<br />ROOF SHEATHING
<br />3 lit' MIN. 2X4 LEDGER a 48° 0/G MAX.
<br />VERT 1C,4LLLY NAILED TO
<br />L ? TRUSS WE55 IUK2) Sd (TYF.) 1
<br />'
<br />SEE IA/53 FOR ONE STORY 4 MIL VAPOR
<br />G/56 FOR TWO STORY REINF. INFO \:
<br />I'% `-\ ONE 3TORY� i \ BARRIER
<br />CLEAN POISONED AND COMP. -� 8" 2'-0" (TWO STORY) R" .
<br />50IL.(95% MODIFIED PROCTOR
<br />PER A5TM D1551)
<br />2-4 40U 1114e, FIfPE�4LL � aTEF 3E�TION 4
<br />I -
<br />&GALE: 3/41'-11-0"
<br />PRE ENGINEERED
<br />ROOF TRU55 a 24"
<br />O.C. MAX, i --
<br />1/2" x 6 IDE DWNS "RI'^OR PLUS
<br />FIREGUARD C OR TOUGHROCK FIREGUARD
<br />C G'T'P5UM BOARD BATTEN 5TR!P5 a EA.
<br />SIDE OF STEEL "H" 5TUC (ONLY REOUIRE5
<br />IF ATTIC AREA IS .ACGE55iBLE.)
<br />2" FLOOR RUNNER W%-
<br />3/16" DIA. x 1 3/4'
<br />TAPGONS a 16' O.G. <XXXXXY--f
<br />2X4 BLOCKING a 40" C.C". MAX.
<br />(2) L4YER5 I" DEN5GLA55 5H4FTLJNER
<br />UJ/ (2) 16d TOE N41L5 a EACH
<br />% INSERTED BETWEEN 2" FLOOR 4 GLG.
<br />END 4 GLUE[) TO ROOF ��
<br />/ RUNNERS W/ 2" STEEL H 57U05 BETWEEN
<br />SHEATHING
<br />" ADJACENT PAIRS OF GYP. PANEL S.
<br />2X4 LEDGER e 45" O/C M;1X. -�� �,
<br />% 2X4 BLOCKING W/ "2) 100 TOE NAILS
<br />VERTIC4LLLY NAILED TO 1
<br />e EACH END
<br />' 4ULK /� G `EL: r (SH,NGi E&1
<br />TRUSS WEBS W/(2FIRE ) 8d (TY�.1 � 1 � ' SIN LB ROOFIN�s E_�.,,
<br />(2) LAYERS 1" DENSGLASS SHAFTLINER
<br />NSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS
<br />PRE ENGINEERED A
<br />ROOF TRUSS a 24" �� I `
<br />�_2" GLG. j / 1/!roll 0.5.B. (FOR SHINGLE) OR 5/8"
<br />X\RUNNER/ 055 (FOR TILE) SHEATHING U.N.O.
<br />W/ 2" 5TEEL H STUDS BETWEEN ADJACENT
<br />O.G. MAX.
<br />FIRE RESISTANT 056 1/16' (FOR
<br />PAIRS OF GYP. PANELS.
<br />J
<br />s N GL I ONNLY -5HINGLE) OR 5/8 ,'FOR TILE)
<br />FIRE GAULK
<br />r H , SHEATHING 4' ON EA. SIDE OF
<br />!F
<br />\ 2X4 BLOCKING e 48" O.C. MAX. 11J/ (2) 16d
<br />-
<br />1/2" x 6" WIDE DENSARMCR PLUS
<br />�U _
<br />I - NOT �GG� �� � WALL NOT STAGGERED OVER
<br />T
<br />2" GLG. TOE NAILS a EACH END 4 GLUEDO
<br />FIREGUARD C OR TOUG-HROGK�`
<br />A� PART` WALL
<br />\ RUNNER / ROOF SNEATNNG
<br />1
<br />FIREGUARD G GYPSUM BOARD
<br />BREAKAWAY GLI-5 45 PER GECRG 14-P4CIFIC
<br />I -15 LB ROOFING FELT (SHINGLES)
<br />BATTEN STRIPS a E4. SIDE OF
<br />,SPECIFICATIONS e EACH SIDE OF EVERY OTHER
<br />\ i6" O.S.B. (FOR SHINGLE) OR 5/8"
<br />STEEL "N" STUD (ONLY REQUIRES IF
<br />STEEL "H" STUD (48" CC MAXI 10F7 OC `✓ERTICALLY
<br />ATTIC AREA 15 ACCESSIBLE.)
<br />(2) !Od TOE
<br />j 055 (FOR TILE) 5HE4-HIND U.N.O.
<br />�X4 BLOCKING- W/ NAILS a EACH END
<br />-
<br />2 x 4 Si P 2 x12" LONG-1
<br />PeE ENG!NEEREC ROOF TRUSS
<br />`-FIRE RESISTANT 055 1116" (FOR
<br />SCAB a EACH RBG CL!F ��
<br />% PERPENDICULAR TO WALL e 24" Cv. MAX.
<br />SHINGLE) OR 5/8" (FOR TILE)
<br />W/ 10d a 3" Gd. ^
<br />-
<br />SHEA T HING 4' ON EA. SIDE OF WALL
<br />/
<br />R30 INSUL. MIN.
<br />4 NOT 5TAGGERED OVER PARTY LUAL L
<br />51MP50N RBG a 3o" O.G.'W/ 6-10dxi 1/2" NAILS--'
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP, WB.
<br />BREAKAWAY CLIPS 45 PER GEORG!A-PACIFIC
<br />INTO TRU55 BOTTOM CHORD/SGAB 4 (3)
<br />W/1-3/8" DRYWALL N4!L5 OR DRYWALL 5CREW5. 1"
<br />/ 5FECIFIC4TION5 a EACH SIDE OF EVERY OTHER 5TEEL
<br />1 'H"
<br />1
<br />1/4"x2 3/4" TIITEN SCREWS INTO M45ONRT'.
<br />r
<br />\, C��EILING, 8" G.C. WALLS 4 4' C.C. EDGES
<br />STUD (48" OG MAX) 4 IOFT Or- VERTICALLY
<br />E 1 \
<br />NOTE RBG CL P5 TO B" INSTALLED PRIOR -MGIS T URE BARRIER
<br />j (U LAYER 1/2` HIGH STRENGTH OR
<br />TO FURRING STRIP INSTALLATION
<br />V '
<br />-- 1" P.T. NAILER
<br />5/8" GYP. WB. UP I-3/8" DRYWALL
<br />;
<br />\
<br />��
<br />-\R30 INSUL. MIN N4I1 5 OR DRYWALL 5GREW5 1" O.C.2"
<br />FLOOR RUNNER W/ 3/Iro" CIA.-�
<br />j'��; -U5P H.TA20 a END OF TRU55 W%'0-10d x 1 1/2" N4IL5
<br />CEILING, 8" O.C. WALLS 4 4" O.G.
<br />PG I�
<br />1 „,4" TA, ON„
<br />x . a 16" O.C. � �
<br />III II INTO TRUSS 4 4" EMBEDMENT INTO CONCRETE MOTE:
<br />EDGES
<br />STD. 90° NOOK (SEE DETAIL)
<br />�I INSTALL HTA20's PRIOR TO INSTALLING THE
<br />_ � STD. 90' HOOK- 2 x 4 5YP1`2 x12" LONG SCAB a EACH 8"x8"X16" GONG. KNOCKOUT BLK. W/-� __I f PROPRIETARY P4NEL5
<br />NOTES: (SEE DETAIL) ' _ ``(I) #5 VERT. IN FILL CELLS (SEE
<br />RBG CLIP W/ 10d a 3" O.G. 1#5 ROD CONT. FILLED W/ GROUT
<br />1) SEPARATION WALL IN THE
<br />R-3 MIN, INSUL. PER SIMPSON RBG a 36" O.C. II/ ro-10dx1 /2" NAIL5 INTO II FLOOR PLAN FOR LOCATIONS)
<br />ROOF SYSTEM PROVIDES FBC (2001 ED.) `I
<br />2-HR5 PROTECTION PER I TRUSS BOTTOM CHORD/SCAB 4 (3) 1/4"x2 3/4" TITEN
<br />513-602.I.45C.1.1
<br />LAYER
<br />I GP I:JHI 495-0i43 � I SCREWS INTO MASONRY. NOTE: RBG CLIPS TO BE R-3 MIN. INSUL. PER FBG/11
<br />(1) AYER UNDERLA.-MENT FOR ROOF Fi TITC-I+ > 4:12 4 ('1) 05 VERT. IN FILLINSTALLED PRIOR TO FURRING STRIP INSTALLATION (2001 ED.) S13-602.I.AB
<br />/_(2) L.4YER5 UNDERLAYMENT FOR ROOF PITCH < 4:12. 2) MASONRY WALL CELLS (5EE FILL jl ' Q C G, "
<br />PROVIDES 2-HRS (TY, I�A� ON BOTH ACES OF WA�L/
<br />CELL PLAN FOR 71 PRE ENGINEERED WD TRUSS a 24° O.C. MAX. PROTECTION PER UL-U905 I x F.T. NAILER INSTALLED AFTER INSTALLING RBC's
<br />12 5HINGLC ROOF -- LOCATIONS) u - � 811x8"X16" GONG. KNOCKOUT BLK. �\
<br />(I) 15 VERT IN FILL GELLa (SEE
<br />.,
<br />(1) 05 VERT IN FILL CELLS (SEE _ FILL CELL PLAN FOR LOCATIONS)
<br />r
<br />15 LB ROOFING FELT (SHINGLES) W/1#5 ROD CONT. FILLED W/ GROUT (2) 2x8 P.T. LEDGER WI/ lit" x 8
<br />FILL CELL PLAN FOR LOC4T!CN5)
<br />HURRICANE ANCHOR a EACH TRUSS \I
<br />(SEE UPLIFT SCHED.) W/ METAL PL. (2) 2x8 F.T. LEDGER W/ 112' x 8" - \ TITEN HD a 16" O.G. (2 ROWS) '
<br />UNDER E.4. TRU55 TO OUT5iDE OF WALL. TITEN HD a loll O.G. (2 ROWS) \ r 1;ii C
<br />1/16" O.S.B. (FOR SHINGLE) OR 5i8" ? -,ji it � _4"x4'I INSPECTION PORT e
<br />055 (FOR TILE) FIRE RATED OR \ L> I� EA. FILLED CELL (TYPJ 3/4" PL` UJOOD DEGKING CLUED AND
<br />REG. PER ROOF FLAN SEE ROOF 3/4' FL YUJOOD DECKING GLUED AND \ l; (L. I' I NAILED U1/ 8d COMMON a 6" O/C
<br />LL.. NAILED W/ ad COMMON e roll 0/C `i' _Ix P.` BA5E NAILER EDGES AND 12" O.G. IELD
<br />��- NAILING _aCHED. ON SHT. SNI \ I
<br />1/2" HIGH STRENGTH OR 5/8" GYP WB W1
<br />1 3/0' DRYWALL NAILS OR DRYWALL
<br />6CRW5. 1" O/C CEILING 4 8" O/C 14LL5
<br />I" P.T. NAILER
<br />MOISTURE BARRIER -
<br />STD. 90° HOOK (SEE DETAIL)
<br />R4.2 MIN. IN5UL.-
<br />lx P.T. BASE NAILER
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8"
<br />TITEN HE) a 16" O.G. (2 ROW5)
<br />3/4" PLYWOOD DECKING GLUED AND NAILED LU/
<br />ad COMMON a 6" C/G EDGES AND 12' C.C. FIELD
<br />4°x4" INSPECTION PORT AT
<br />EAGH FILL CELL TYPICAL
<br />1/2' GYP. W.B. OR 3/0' \
<br />PLYWOOD/TYPE 2-M-W
<br />055 (DRAFT5TOPPING) TO
<br />BE NAILED W/ 86 COMMON
<br />a roll O/C TO ONE SIDE OFt-
<br />FLOOR TRU55 FOR AN $�
<br />AREA <_1000 SQ. FT 4
<br />SEALED PENATR4TION 5U L.MIN.
<br />N
<br />AREAS W/ FOAM. INSU
<br />DRAFT5TOPPING 5H4LL TOP CHORD BRG. \
<br />DIVIDE THE CONGEALED FLOOR 51'5TEM
<br />SPACE INTO APPROX.
<br />EQUAL AREAS.
<br />1/2' HIGH STRENGTH OR 5/8" GYP WB (OR 5/5'
<br />GYP. TYPE "X" a GARAGE W/ A HABITABLE ROOM
<br />ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL
<br />SGRWS. 1" O/C CEILING 4 8" O/C WALL5
<br />EDGES AND 12" O.G. FIELD I I� NAIL FLOOR TRUSS TC LEDGER
<br />90° HOOK / W/ 4- 10d TOENAILS (TYP.) 12" GYP. W.B. OR 3/8" j
<br />1/2' P. W.B. OR 3/8" I T," M-
<br />Y \ • SEE UE 41L) PLYWOCD/TYPE 2 W
<br />2NC PLR. OSB (CRAFT5TCPP!NG) ; .t
<br />• �_� �� ALU^ 1NiJl PLYWOOD/TYPE 2 M-W _ - -
<br />TO BE NAILED W/ 8d •
<br />DRIP EDGE OSB (DRAFTS T OFFING) - ,
<br />j -ALLS- !NUM FASCIA TO BE NAILED W/ 8d -, - COMMON a roll O/C TO ONE _
<br />\ COMMON a 6" O/C TO ONE 81Ix8"xl6" GONG. SIDE OF FLOOR TRUSS FO
<br />12" U.N.O. 2x4 oUE FASCIA SIDE OF FLOOR TRUSS FOR +- r. KNOCKOUT BLOCK IW, AN AREA 1000 60. FT 4 " F.T. •
<br />i' SAILER
<br />ALUMINUM AN AREA 100. SQ. FT 4 (1) #5 ROD GONT. 5EALED FENATRATION l
<br />NAILER
<br />VENTILATED SOFFIT SEALED PENATRATION \ FILLED WI/ GROUT AREAS W/ FOAM. TOP CHORD
<br />1 AREAS W/ FOAM. TOP CHORD ��_T
<br />DRAFTSTOPP!NG SHALL BRG. FLOOR8"x8"X,6'' GONG. KNv^�KOUT BLK. DRAFTSTOPPING SHALL BRG. FLOOR OP CHORD BRG.W;1#5 ROD GONT. FILLED W/ GONG.DIVIDE THE CONCEALED SYSTEM
<br />Dl t!DE THE CONCEALED SYSTEM LOOR 51"STEi'f
<br />SPACE INTO APPROX.
<br />SPACE INTO APPROX. - -- EQUAL AREAS.
<br />EQUAL AREAS. T -TR-3 MIN. iN5UL. PER FBC
<br />LAYER 1/2" HIGH STRENGTH OR 1- 1 f=.�
<br />I , 2001 ED.: S13 6 G�.1.ABG.1.� R ( Q a a r= - - (1) LAYER 1/2' NIGH STRENGTH OR 5/8" GYP.- z- I!" W�..OR 5/0" _iYl TY E "X' GARAGE W/ 4
<br />-(I) #5 VERT IN FILL CELLS W5. (OR 5/8' GYF. TYPE "X" a GARAGE 'W/ A HABITABLE ROOM ABOVE) WIl-3/8"
<br />(SEE FILL CELL PLAN FOR H45 T ABLE RCOM ABOVE) IU/1-3/8" DRYWAI_.L NAILS OR DRYWALL SGRWS. 1"
<br />- ---i LOCATIONS) DRYWALL NAiLS OR DRYWALL SGRWS. 1° O.G. CEILING: 81I O.C. WIALL5 4 4" O.G. EDGES
<br />C.C. CEILING, 8" O.G. WALL5 4 4" O.G. EDGES
<br />�� TlhO 5TOF74�T'r LJALL 5�EC,Ti0N5 F=fm EE I ALL DE/4!
<br />I
<br />1 /-LITE TEXTURED
<br />DECORATIVE FINISH
<br />UPPER FLOOR
<br />5TD. 90° HOOK (SEE DETAIL)
<br />'--NAILED FLOOR TRu55 TO LEDGER
<br />W/ 4-10d TOE NAILS
<br />8 XS"x16" CONC. KNCGKO'UT BLOCK
<br />W/ (U 05 ROD CON*, FILLED 5CLID
<br />W% GROUT
<br />-- ix F.T. BASE NAILER
<br />ARCHITECTURAL
<br />FINISH
<br />- --(I) 05 VERT. IN FILL GELL5 (SEE
<br />pOUNDATION PLAN 4 NOTES)
<br />Ix WD FURRING a 24" O.G. _\ n
<br />BASEBOARD �\ � � �
<br />MIN. 2500 P51 GONG. SLAB �a
<br />(MIN 3000 F51 GONG, SLAB
<br />FOR HERNANDO CO. ONLY) 4"x4" iN5FECTION FORT AT
<br />EACH FILL 'ELL TYPICAL
<br />IQ
<br />0
<br />6x6 W1.404
<br />WLF OR FIBERMESH \/,
<br />STD. 90' HOOK
<br />(3) # 5 REBAR ON 3' CHAIR I(SEE DETAIL)
<br />W/3" MIN. CLEARANCE
<br />T"'F 22=3TCFI`r UUALL 5EEr,TN0\
<br />5GALE: 3/4°=1'-0"
<br />5CALE:N T.S.
<br />3/4' PLYWOOD DECKING PER J/56.
<br />/ - IL45F HTA20 a 40' O/C, W/ 4" EMBEDMENT INTO
<br />8 GMU L4LL K.O. BLOCK 4 10-106 NAILS INTO BLOCKING
<br />I i \
<br />DBL. K.O.-
<br />BLOCK PER
<br />DETAIL
<br />\- 2X4 SYP#2 DIAGONAL (45')
<br />SHEAR BLOCK NIG5 BETWEEN
<br />BLCGKINGS LJ/ (2) 10d TOE
<br />P.G. LINTEL- NAILS e EA. END. r
<br />PER PLAN.
<br />EAR UUAL �E 4IL
<br />!-
<br />SCALE:N.T.S.
<br />/
<br />PRE- ENGNEERED
<br />FLOOR TRU55E5 a
<br />24'I O/C MAX.
<br />2X4 5YP l BLOCKING e
<br />48" 0,,C W' .2) IOd TOE
<br />N41-5 a E_'- END (TYP.)
<br />8" CMU WALL.
<br />(2) LAYERS I" DENSGLASS 5H,4FTLINER-
<br />INSERTED BETWEEN 2" FLOOR 4 CLG,
<br />RUNNERS W/ 2" STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF GY>=. PANELS.
<br />L ^Iv G�I ' NL`r R_" 6', �
<br />'T- RE: Nr' E'
<br />1/2" x 6" WIDE DENSARMOR PLUS -\
<br />FIREGUARD G OR TOUGHROCK
<br />FIREGUARD C G-YF51JM BOARD BATTEN
<br />STRIPS a EA. SIDE OF STEEL "H" 5%E)
<br />(ONLY REQUIRES IF 47TIC AREA 15
<br />4GGE5515LE.)
<br />NOTES:
<br />1) SEPARATION WALL IN THE RCCF
<br />SYSTEM FROViDE5 244R5 PROTECTION
<br />PER GP WHI 495-0143
<br />2) MASONRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-U905
<br />(1) 115 VERT. IN PILL CEELLS (SEE
<br />FOUNDATION PL'N FOR LOCATION;;; it
<br />E " TYP 5" YF I - IGR`r �,R (TYP.)
<br />(,
<br />Ix F.T. B 6E NU !LE < - 4"x4" INFECTION PORT a
<br />6x6 LJl.4x0!.4 'W'WF --; �I EA. FILLED CELL (TYPJ
<br />-A-t
<br />y'
<br />4) lm T, -
<br />ON 3' CH4'IR 90° HOCK
<br />- - - - - x 5Ee DETAIL;
<br />INSPECTION FORT a
<br />/-4"x4"
<br />EA. FILLED CELL (TYP.)
<br />p
<br />2iC
<br />1x F.T. BASE NAILER
<br />W/ US! TYF=, -- -
<br />NAIL FLOOR TRU55 TO LEDGER
<br />TCE- ./`ND E�0170„
<br />'_57D. 90' HOOK UJ4- 10d TOENNAILS (TYP.)
<br />(SEE DET A I) 2ND
<br />'=N E
<br />-,1
<br />`4 8"xrt3 xl6" GONC.
<br />EACH STUD I�^r�RI=ED
<br />H
<br />KNOCKOUT BLOCK W/
<br />N41LED TC NEADPR'
<br />(I) 15 ROD GONT,
<br />EACI4 S!DE W, it - 10d
<br />FILLED W/ GROUT
<br />NAILS
<br />TOP CHORD BIG.
<br />10d N4i L S a a`
<br />FLOOR SYSTEM
<br />-R-3 MIN. INSUL. PER FBC
<br />%R'1T EST' =�
<br />2001 EDJ 51134,02.1.45G.1.1
<br />T , F-1I,- L 'UN.0_
<br />5C4LE:N 1-5.
<br />IRE CAULK
<br />2X4 BLO -<ING W/ (21 10d TCE NAILS a EAC I END
<br />-2" GLG. /
<br />RUNNER -15 LB ROOFING FELT 154NGLES)
<br />1!16° O.S.B. (FOR SHINGLE) OR 5/8"
<br />LO55 (FOR TILE) SHEATHING U.N.O.
<br />FIRE RE515TANT 05B 1/16" (FOR
<br />SHINGLE) OR 5/S" (FOR TILE)
<br />SHEATHING 4' ON EA. SIDE OF WALL
<br />� N \\ /OT STAGGERED OVER PARTY WALL
<br />BREAKAWAY GL!PS AS PER GEORGIA-P4GiFIG
<br />SFEGIFICATION5 e EACH SIDE OF EVERY OTHER
<br />STEEL "N" STUD (48" CC MAX) 4 10FT CC VERTICALLY
<br />`''X4 BLOCKING W/ "2) 10d TOE NAILS y EACH END
<br />PRE ENGINEERED ROOF TRUSS
<br />I PERPENDICULAR TO WALL a 24" O C. MAX.
<br />R30 INSUL.
<br />� 2" FLOOR RUNNER W/ 3/!6" . I (lLAYER l/.n H! H 5TRENGTH OR
<br />WB.
<br />x 1 3/4" TAPGON5 e 16" O.C. - DRYWALL NAILS OR DR WALL SCREWS. 1"
<br />O.G.CEILING, 8" O.C. WALLS 4 4" O.G. EDGES
<br />5TD. 90' HCOK "SEE DETAIL; \ \-MOISTURE BARRIER
<br />8"x8'X16 ° CONIC. KNOCKOUT BLK.
<br />1#5 ROD CONT. FILLED W/ GROUT j �� _� I" P.T. NAILER
<br />CUSP 1-17420 a END OF TRU55 W/ iO-10d x 1 1/2" NAI1-5
<br />INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE:
<br />R-3 MIN. INSUL. PER FBC NSTALL HT420'5 PRIOR TO INSTALLING THE
<br />- (2001 EC) 513PROPRIETARY PANEL5=602.!.ABG.1.1 ��� ,
<br />�
<br />NOTES: - j 41) "5 VERT. IN FILL GELL5 (SEE
<br />1)' SEPARATION WALL IN THE ROOF FLOOR PLAN FOR LOCATIONS)
<br />SYSTEM PROVIDES 2-HR5 PROTECTION(
<br />PER GP 'WHI 495-0143 I E_ LUA L L ED '1:-: 7A I IL lo� I FRI L�55
<br />2) M45ONRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-U905 TO W4Ll
<br />SCALE: N T.5.
<br />FOR RE:Q,IIRED
<br />CChyNECT'!0N
<br />2-ROUJ5 126 NAILS
<br />�I STAG-G-E`�'ED' a 12" O/G
<br />` ,-FAG;-� �fi,CE OR 3-ROWS
<br />120 N,411"S STAG���-ERED
<br />12" 0/T-- -0R 2°x1GD° OR
<br />C�REA T ER AEADER
<br />00UE31_E 2 x 12 "2 S"i'F'
<br />-!FADER W/ 1/2" FLITGN
<br />PL,47E
<br />FILLING AND
<br />51 01CKINC3 AS
<br />REOUIRED FASTENED
<br />TO IHEADEfR W/ '2)
<br />ROWS OF 12d ',) 10"
<br />O/C UNLESS NOTED
<br />CT?JERWISE
<br />21'x4" STUDS TYP.
<br />\
<br />�--F'?'. POT. PLATE
<br />; r-LOCR TRUSS
<br />HEADER SUP=ORT �'A� /BEAM
<br />CpE
<br />Rt�1I . A.I- NI'vGc I TTT
<br />OPENiNCz 2' x x'o" Iw LL
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<br />DANSCO
<br />ENGINEERING, LLC
<br />I 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 />TO THE BEST OF THE ENGiNEEP'S KNOWLEDGE AND
<br />BELEF THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301FOR 120 MPH, 3 SEC, GUST, EXPOSURE "C"
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT= 30.18)
<br />W IND ZONE.
<br />THI5 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 />02010 LENNAR 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 JOIN-,
<br />PROPERTY OF DANSCC 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 />L.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 />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
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<br />iiVET TITLE:
<br />TYPICAL 2 STORY
<br />SECTIONS & DETAILS (MONO)
<br />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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