|
2x FURRING ® 16' O/C (AS REQ'D.)
<br />Ix4 P.T. BASE NAILER (AS REQ'D.)
<br />31/4, BASE BOARD (AS REQ'D.) -
<br />6x6 W1.441.4 W1J F
<br />OR FIBERME5H
<br />MIN, 2500 PSI
<br />GONG SLAB \
<br />(U 15 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />ARCHITECTURAL FINISH
<br />(EXT. ONLY)
<br />4'x4' INSPECTION PORT
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />14�
<br />NOTE:
<br />1) MASONRY WALL PROVIDES 2-HR
<br />PROTECTION PER UL-U905 (AS REQ'D.) 2X4 BLOCKING a 48' O.C. MAX. W/ (2) 16d
<br />STD 900HOOK TOE NAILS a EACH END 4 GLUED TO
<br />(SEE DETAIL ON 5HT. 53) ROOF SHEATHING
<br />3 1/2' MIN. 2X4 LEDGER a 45' O/C MAXo —i--T= VERTICALLLY NAILED TO
<br />3'1/2' MIN. \�\ ° ° a TRUSS WEBS W/(2) Sd (TYP.)
<br />TYP. . . . • 4o
<br />\ \
<br />SEE lA/53 FOR ONE STORY 4 �� / / /� \
<br />G/S6 FOR TWO STORY REINF. INFO /\�/\ /\ / \/\ \\/ 6 MIL VAPOR PRE ENGINEERED
<br />���' oN�\To�l -` \ BARRIER
<br />CLEAN POISONED AND COMP. g" 2'-0" (TWO STORY) 8"
<br />SOIL.(95% MODIFIED PROCTOR
<br />PER ASTM D1551)
<br />24SOUR M,45. F1REWALL W1 STEF SECTION
<br />SCALE: 3/4"=1'-0°
<br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <_ 4:12.
<br />PRE ENGINEERED WE) TRU55 a 24' O.C. MAX.
<br />12 SHINGLE ROOF
<br />15 LB ROOFING FELT (SHINGLES)
<br />HURRICANE ANCHOR a EACH TRUSS
<br />(SEE UPLIFT SCHED.) W/ METAL PL.
<br />UNDER EA. TRUSS TO OUTSIDE OF WALL.
<br />\\ 1/16' 0.5.5, (FOR SHINGLE) OR 5/6'
<br />055 (FOR TILE) FIRE RATED OR
<br />1/2' HIGH STRENGTH OR 5/8' GYP WB W/
<br />1 3/5' DRYWALL NAILS OR DRYWALL
<br />5CRW5. 1' O/C CEILING 4 8' 0/0 WALL5
<br />I'P.T. NAILER-�
<br />MOISTURE BARRIER-
<br />5TD. 90' HOOK (SEE DETAIL)
<br />R4.2 MIN. IN5UL.-
<br />Ix RT, BASE NAILER
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
<br />TITEN HD a 16' O.G. (2 ROWS)
<br />3/4' PLYWOOD DECKING GLUED AND NAILED W/
<br />8d COMMON a 6' O/C EDGES AND 12' O.G. FIELD
<br />4'x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />I/2' GYP. W$. OR 3/8'
<br />PLYWOOD/TYPE 2-M-W
<br />OSB (DRAFTSTOPFING) TO
<br />BE NAILED W/ Sd COMMON
<br />a 6' O/C TO ONE SIDE OF
<br />FLOOR TRU55 FOR AN `r
<br />AREA <_I000 SQ. FT 4
<br />SEALED PENATRATION R42 MIN.
<br />AREA5 W/ FOAM, INSUL.—
<br />DRAFT5TOPPING SHALL TOP CHORD BRIG. \
<br />DIVIDE THE CONCEALED FLOOR SYSTEM
<br />SPACE INTO APPROX.
<br />EQUAL AREAS.
<br />1/2' HIGH STRENGTH OR 5/5' GYP WB (OR 5/6,
<br />GYP. TYPE 'X' a GARAGE W/ A HABITABLE ROOM
<br />ABOVE) W/ 1 3/5' DRYWALL NAILS OR DRYWALL
<br />5CRW5. 1' O/C CEILING 4 8' O/C WALLS
<br />Ix WD FURRING a 24' O.C.
<br />BASEBOARD
<br />MIN. 2500 PSI CONG. SLAB
<br />(MIN 3000 P51 CONIC. SLAB
<br />FOR HERNANDO CO. ONLY)
<br />0
<br />ROOF TRUSS a 24'
<br />O.C. MAX.
<br />1/2' x 6' WIDE DEN5ARMOR PLUS
<br />FIREGUARD G OR TOUGHROCK FIREGUARD
<br />C GYPSUM BOARD BATTEN STRIPS a EA.
<br />SIDE OF STEEL 'H' STUD (ONLY REQUIRES
<br />IF ATTIC AREA 15 ACCESSIBLE.)
<br />2' FLOOR RUNNER W/
<br />3/16' DIA, x 13/4'
<br />TAPCONS a 16' O.C.
<br />5TD. 90° HOOK -
<br />NOTES: (SEE DETAIL)
<br />1) SEPARATION WALL IN THE R-3 MIN. IN5UL. PER -
<br />ROOF SYSTEM PROVIDES FBC (2007 ED.)
<br />2-HR5 PROTECTION PER 513-602.1.45C.1.1
<br />GP WHI 495-0143 (1) 05 VERT- IN FILL-
<br />2) MASONRY WALL CELLS (SEE FILL
<br />PROVIDES 2-HR5 CELL PLAN FOR
<br />PROTECTION PER UL-US05 LOCATIONS)
<br />(1) 15 VERT IN FILL CELLS (SEE
<br />FILL CELL PLAN FOR LOCATIONS)
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
<br />TITEN HD a 16' O.C. (2 ROWS) ,
<br />z
<br />REG. PER ROOF PLAN SEE ROOF 3/4' PLYWOOD DECKING GLUED AND 71, p_
<br />NAILING SCHED. ON SHT. 5N1 NAILED W/ Sd COMMON a 6' O/C 4
<br />FIRE CAULK
<br />`2' CLG.
<br />1 RUNNER
<br />EDGES AND 12' O.C. FIELD
<br />1/2' GYP. W$, OR 3/6'
<br />ALUMINUM
<br />PLYWOOD/TYPE 2-M-W
<br />DRIP EDGE
<br />055 (DRAFT5TOPPING)
<br />ALUMINUM FASCIA
<br />TO BE NAILED W/ 8d
<br />COMMON a 6' O/C TO ONE
<br />12" UN.O. 2x4 SUB FASCIA
<br />51DE OF FLOOR TRUSS I" P.T.
<br />2' ALUMINUM
<br />FOR AN AREA <_I000 50. NAILER
<br />VENTILATED SOFFIT
<br />FT 4 SEALED
<br />8'x8'X16' CONIC. KNOCKOUT BLK
<br />PENATRATION AREAS W/ TOP CHORD
<br />W/145 ROD CONT. FILLED Wl CONE.
<br />FOAM. DRAFt5TOPPING BRG. FLOOR
<br />SHALL DIVIDE THE SYSTEM
<br />CONGEALED SPACE INTO
<br />APPROX. EQUAL AREAS.
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/6, GYP.
<br />lU'S VERT IN FILL CELLS
<br />WB. (OR 5/6' GYP. TYPE 'X' a GARAGE W/
<br />(SEE FILL CELL PLAN FOR
<br />A HABITABLE ROOM ABOVE) W/1-3/8'
<br />LOCATIONS)
<br />DRYWALL NAILS OR DRYWALL 5CRW5. I'
<br />O.C. CEILING, 8' O.G. WALLS 4 4' O.C. EDGES
<br />Lu
<br />TWO STORE F 4RT'' UJA
<br />z�
<br />1:(L
<br />d)
<br />`~ Q
<br />LITE
<br />�DECORATIVE TEXTUREDFINISH
<br />STD, 210' HOOK (SEE DETAIL)
<br />- NAILED FLOOR TRUSS TO
<br />LEDGER W/ 4-10d TOE NAILS
<br />8'X6'xl6' CONE. KNOCKOUT
<br />BLOCK W/ (1) *5 ROD CONT.
<br />FILLED SOLID W/ GROUT
<br />Ix P.T. BASE NAILER
<br />ARCHITECTURAL
<br />FINISH
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN 4 NOTES)
<br />Lu
<br />U
<br />0-
<br />4'x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />\ \\ FINISH GRADE
<br />6x6 WI.4xWl,4
<br />WWF OR FIBERMESH \ \ \
<br />/\ 6TD.'30' HOOK
<br />(3) 0 5 REBAR ON 3' CHAIR _ (SEE DETAIL)
<br />W/3' MIN. CLEARANCE
<br />T"'f 2=5TCR�' �JALL 5ECTION
<br />SCALE. 3/4'=1'-0' CJ�
<br />(2) LAYERS I" DENSGLASS SHAFTLINER
<br />INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS
<br />W/ 2' STEEL H STUDS BETWEEN ADJACENT
<br />PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING a 48° O.C. MAX. W/ (2) 16d
<br />TOE NAILS a EACH END 4 GLUED TO
<br />ROOF SHEATHING
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/16' O.S.B. (FOR SHINGLE) OR 5/0'
<br />OSB (FOR TILE) SHEATHING U.N.O.
<br />FIRE RESISTANT 05B 1/16' (FOR
<br />SHINGLE) OR 5/5' (FOR TILE)
<br />SHEATHING 4' ON EA. SIDE OF WALL
<br />NOT STAGGERED OVER PARTY WALL
<br />BREAKAWAY GLIPS AS PER GEORGIA-PACIFIC
<br />SPECIFICATIONS a EACH SIDE OF EVERY OTHER STEEL
<br />'H' STUD (48' OC MAX) 4 IOFT OC VERTICALLY
<br />(1) LAYER 1/2' HIGH STRENGTH OR
<br />5/8' GYP. WB, W/ 1-3/5' DRYWALL
<br />Ram IN5UL. MIN. NAILS OR DRYWALL SCREWS i' O.C.
<br />CEILING, 8' O.C. WALLS 4 4" O.C.
<br />S EDGES
<br />- 2 x 4 5YP'2 x12' LONG SCAB a EACH
<br />RBC CLIP W/ IOd a 3' O.C.
<br />-SIMP50N RBC a 3o" O.G. W/ 6-IOdxl 1/2' NAILS INTO
<br />TRU55 BOTTOM CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE
<br />INSTALLED PRIOR TO FURRING STRIP INSTALLATION
<br />(TYPICAL ON BOTH FACES OF WALL)
<br />-I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's
<br />-8'x8'XI6' CONE. KNOCKOUT BLK
<br />W/1'5 ROD CONT. FILLED W/ GROUT
<br />4'x4' INSPECTION PORT a
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. BASE NAILER
<br />NAIL FLOOR TRU55 TO LEDGER
<br />STD. 90' HOOK W/ 4- 10d TOENAILS (TYP.)
<br />(SEE DETAIL) 2ND FLR
<br />7-8'x8'xl( CONIC.
<br />KNOCKOUT BLOCK W/
<br />(1) 05 ROD CONT.
<br />FILLED W/ GROUT
<br />TOP CHORD BRG.
<br />LOOR SYSTEM
<br />R-3 MIN. INSUL. PER FBC
<br />(2004 ED.) 513-602.I.ABC.I.I
<br />SECTIONt 5
<br />SGALE:N.T.S. �j�p
<br />2X4 BLOCKING a 48" O.C. MAX.
<br />W/ (2) 16d TOE NAILS a EACH
<br />END 4 GLUED TO ROOF
<br />SHEATHING
<br />2X4 LEDGER a 45' 0/0 MAX,
<br />VERTICALLLY NAILED TO FIRE CAULK
<br />TRUSS WEBS W/(2) Sd (TYP.)
<br />PRE ENGINEERED 2" GLG-
<br />ROOF TRU55 a 24' RUNNER
<br />O.G. MAX.
<br />1/2' x 6' WIDE DEN5ARMOR PLUS
<br />FIREGUARD C OR TOUGHROCK
<br />FIREGUARD C GYPSUM BOARD
<br />BATTEN STRIPS a EA. SIDE OF
<br />STEEL 'H' STUD (ONLY REQUIRES IF
<br />ATTIC AREA 15 ACCESSIBLE.)
<br />2 x 4 5YF02 x12' LONG
<br />SCAB a EACH RBC CLIP
<br />W/ 106 6 3' O.C.
<br />SIMPSON RBC a 36" O.C. W/ 6-I0dxl 1/2' NAILS
<br />INTO TRUSS BOTTOM CHORD/SCAB 4 (3) •
<br />I/4'x2 3/4' TITEN SCREWS INTO MASONRY.
<br />NOTE: RBC CLIPS TO BE INSTALLED PRIOR
<br />TO FURRING STRIP INSTALLATION
<br />2' FLOOR RUNNER W/ 3/16" DIA.
<br />x 1 3/4' TAPCONS a 16' O.G.
<br />5TD. 90° HOOK (SEE DETAIL)
<br />8'x8'X16' GONG. KNOCKOUT BLK. W/
<br />105 ROD CONT. FILLED W/ GROUT
<br />R-3 MIN. IN5UL. PER FBC
<br />(2001 ED.) 513-602.I.A5
<br />(1) 05 VERT IN FILL GELL5 (SEE -
<br />FILL CELL PLAN FOR LOCATIONS)
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8'TITEN HD a 16' O.G. (2 ROWS)
<br />3/4' PLYWOOD DECKING GLUED AND N
<br />NAILED W/ Sd COMMON a
<br />6' O/C `t
<br />EDGES AND 12' O.C. FIELD
<br />1/2' GYP. W$. OR 3/8'
<br />PLYWOOD/TYPE 2-M-W
<br />055 (DRAFT5TOPPING)
<br />TO BE NAILED W/ Sd
<br />COMMON a 6' O/G TO ONE
<br />7tt
<br />51DE OF FLOOR TRUSS
<br />1' P.T.
<br />FOR AN AREA L10100 50.
<br />NAILER
<br />FT 4 SEALED
<br />PENATRATION AREAS W/
<br />TOP CHORD
<br />FOAM. DRAFT5TOPPING
<br />BRIG. FLOOR
<br />SHALL DIVIDE THE
<br />SYSTEM
<br />CONCEALED SPACE INTO
<br />APPROX. EQUAL AREAS.
<br />(I) LAYER 112' HIGH STRENGTH OR 5/5' GYP,-1 V
<br />WB. (OR 5/8' GYP. TYPE 'X' a GARAGE W/
<br />A HABITABLE ROOM ABOVE) W/1-3/8'
<br />DRYWALL NAILS OR DRYWALL 5CRWS. 1'
<br />O.C. CEILING, 8' O.C. WALLS 4 4' O,C, EDGES
<br />PIREWALL DETAIL
<br />(2) LAYERS I' DEN5GLA55 SHAFTLINER
<br />INSERTED BETWEEN 2' FLOOR 4 CLG,
<br />RUNNERS W/ 2' STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING W/ (2) 106 TOE NAILS
<br />a EACH END
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/16' O.S.B. (FOR SHINGLE) OR 5/6'
<br />/Z
<br />OSB (FOR TILE) SHEATHING UN.O.
<br />FIRE RESISTANT OSB 1/16' (FOR
<br />" MIN. GAP (ONLY SHINGLE) OR 5/8" (FOR TILE)
<br />REQUIRES IF IC A A SHEATHING 4' ON EA. 51DE OF
<br />15 NOT ACC SI WALL NOT STAGGERED OVER
<br />PARTY WALL
<br />BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC
<br />SPECIFICATIONS a EACH 51DE OF EVERY OTHER
<br />STEEL 'H' STUD (48' OC MAX) 4 IOFT OC VERTICALLY
<br />2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END
<br />PRE ENGINEERED ROOF TRUSS
<br />PERPENDICULAR TO WALL a 24' O.G. MAX.
<br />R30 IN5UL. MIN.
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8" GYP. WB.
<br />DRYWALL NAILS OR DRYWALL SCREWS. 1'
<br />\ O.C.CEILING, 8' O.G. WALLS 4 4' O.C. EDGES
<br />`-MOISTURE BARRIER
<br />I' P.T. NAILER
<br />\--U5F HTA20 a END OF TRUSS W/ 10-I0d x 1 1/2' NAILS
<br />INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20's PRIOR TO INSTALLING THE
<br />PROPRIETARY PANELS
<br />-0) 05 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GP WHI 495-0143
<br />2) MA50NRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-U905
<br />4'x4' INSPECTION PORT a
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. BASE NAILER
<br />NAIL FLOOR TRU55 TO LEDGER
<br />57D, 90° HOOK W/ 4- IOd TOENAILS (TYP.)
<br />(SEE DETAIL) 2ND FLR
<br />,_0'x&'xI&' CONE.
<br />KNOCKOUT BLOCK W/
<br />(1) 05 ROD CONT.
<br />FILLED W/ GROUT
<br />TOP CHORD BRG.
<br />FLOOR SYSTEM
<br />R-3 MIN, IN5UL. PER FBC
<br />(2004 ED.) 5I3-602.I.A5C.1.1
<br />SCALE: N.T.S.
<br />(2) LAYERS I' DEN5GLA55 SHAFTLINER
<br />INSERTED BETWEEN 2' FLOOR 4 CLG.
<br />RUNNERS W/ 2' STEEL H STUDS BETWEEN
<br />FIRE CAULK 2X4 BLOCKING W/ (2) IOd TOE NAILS o EACH END
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />2' CLG.
<br />15 LB ROOFING FELT (SHINGLES)
<br />RUNNER
<br />3/4' PLYWOOD DECKING PER J/56.
<br />3/4' MIN. GAP (ONLY REQUIRED IF
<br />1/16' O.S$. (FOR SHINGLE) OR 5/8'
<br />U5P HTA20 a 46' C/C, W/ 4' EMBEDMENT INTO
<br />ATTIC AREA 15 NOT ACCESSIBLE)
<br />055 (FOR TILE) SHEATHING UN.O.
<br />8' CMU WALL K.O. BLOCK 4 10-10d NAILS INTO BLOCKING
<br />FIRE RESISTANT OSB 1/16' (FOR
<br />"> SHINGLE) OR 5/8' (FOR TILE)
<br />/�
<br />% SHEATHING 4' ON EA. SIDE OF WALL
<br />/ \
<br />NOT STAGGERED OVER PARTY WALL
<br />1/2' x 6" WIDE DENSARMOR PLUS
<br />FIREGUARD C OR TO GHROCK
<br />BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC
<br />FIREGUARD C GYPSUM BOARD BATTEN
<br />SPECIFICATIONS a EACH SIDE OF EVERY OTHER
<br />•
<br />STRIPS e EA. SIDE OF STEEL 'H' STUD
<br />STEEL 'H' STUD (48' OC MAX) 4 IOFT OG VERTICALLY
<br />DBL. K.O.
<br />BLOCK PER
<br />(ONLY REQUIRES IF ATTIC AREA IS
<br />2X4 BLOCKING W/ (2) IOd TOE NAILS a EACH END
<br />DETAIL J/56. ` `
<br />ACCESSIBLE)
<br />PRE ENGINEERED ROOF TRU65
<br />L
<br />\
<br />\PERPENDICULAR TO WALL a 24' O.G. MAX.
<br />2X4 SYP'2 DIAGONAL (45')
<br />SHEAR BLOCKINGS BETWEEN
<br />BLOCKING5 W/ (2) IOd TOE
<br />P.C, LINTEL NAILS a EA. END.
<br />PER PLAN.
<br />SSE,4R WALL DET,41L G
<br />SCALE.-N.T.S. 5
<br />R30 IN5UL.
<br />PRE- ENGINEERED
<br />FLOOR TRUSSES a 2' FLOOR RUNNER W/ 3/16' DIA.--
<br />24' O/C MAX. x 1 3/4' TAPCON5 a 16' C.C.
<br />STD. 90° HOOK (SEE DETAIL)-
<br />2X4 5YP02 BLOCKING a 8'x8'Xl6' GONG. KNOCKOUT BLK
<br />48" O/C W/ (2) IOd TOE 1'5 ROD CONT. FILLED W/ GROUT
<br />NAILS a EA. END (TYP.)
<br />8 CMU WALL
<br />R-3 MIN. INSUL. PER FBG-
<br />(2001 ED.) 513-602.I.ABC.1.1
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GP WHI 495-0143
<br />2) MA50NRY WALL PROVIDES 2-HR5
<br />PROTECTION PER UL-U905
<br />�- 0) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. WB.
<br />W/1-3/8' DRYWALL NAILS OR DRYWALL SCREWS. 1'
<br />O,C,CEILING, 8' O.C, WALLS 4 4' O,G, EDGES
<br />MOISTURE BARRIER
<br />I' P.T. NAILER
<br />U5P HTA20 a END OF TRUSS W/ 10-IOCI x 1 112' NAILS
<br />INTO TRUSS 4 4' EMBEDMENT INTO CONCRETE (NOTE.
<br />INSTALL HTA20's PRIOR TO INSTALLING THE
<br />PROPRIETARY PANELS
<br />(1)'5 VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />I=IREUJ,4LL DETAIL li) TRU55
<br />FER'fi END ICULAfR TO WALL E
<br />5CALE:N.T.5.
<br />1/2' GYP WB
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />Lu
<br />z ::i TYPE '5' MORTAR (TYP.)
<br />N 8' GONG. BLOCK (TYP.)
<br />Q
<br />Ix P.T. BASE NAILER � 4'x4' INFECTION PORT a
<br />6x6 W1.4xW1,4 WWF EA. FILLED CELL (TYP.)
<br />0
<br />0
<br />in u r P c 0
<br />l4J 05 CONT. STD. 90° HOOK
<br />ON 3 CHAIR (SEE DETAIL)
<br />8' 2'-0' 8'
<br />2-STOR'T' E',4RT�'LUALL SECTION G
<br />SCALE: N.T.S. rj(p
<br />2X CRIPPLES 6 16" O.C.
<br />W/ USP 6PT24 T'r'P.
<br />TOP AND BOTTOM
<br />WHEN STUD LENGHT
<br />IS LESS THAN 12' USE
<br />LSTA3(O STRAPS AT
<br />EACH STUD WRAPPED
<br />OVER TOP PLATE 4
<br />NAILED TO HEADER
<br />EACH SIDE W/ 11 - Imd
<br />NAILS
<br />Imd NAILS a S"
<br />O/C TYP.
<br />DOUBLE 2'x4'
<br />GRIPPLE STUD--\
<br />TYPICAL (U.N.O.) 1.
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 STUDS
<br />REQ. AT OPENINCxS
<br />OPENINCs
<br />2' x 4' WALL
<br />2' x 6' WALL
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />51ZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />1'-4'
<br />(1)
<br />(2)
<br />lU
<br />(2)
<br />4'-13'
<br />11)
<br />9'-16'
<br />(3)
<br />SEE FLOOR PLAN NOTES
<br />FOR REQUIRED
<br />CONNECTION
<br />2-ROW5 12d NAILS
<br />STAGGERED a 12" O/C
<br />EACH FACE OR 3-ROWS
<br />12d NAILS STAGGERED
<br />12" O/G FOR 2 "xIO' OR
<br />GREATER HEADER
<br />DOUBLE 2 x 12 02 SYP
<br />HEADER W/ 1/2" FLITCH
<br />PLATE (UN.O.)
<br />FILLING AND
<br />BLOCKING AS
<br />REQUIRED FASTENED
<br />TO HEADER W/ (2)
<br />ROWS OF 12d a Iro'
<br />O/C UNLESS NOTED
<br />OTHERWISE
<br />f 2'x4' STUDS TYP.
<br />P.T. BOT. PLATE
<br />ILO R TRUSS
<br />13) (2) l2) L SEE PLAN FOR REQUIRED
<br />(3) (2) (3) CONNECTIONS
<br />L04D 8E,4RING/EXTERI0R FR4I" IE
<br />WALL � 4EADER DET41L
<br />24' MIN.
<br />LAP SPLICE
<br />6° 1 1-4' 6' 6'
<br />TYP.
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<br />SPLICE BEYOND SPLICE
<br />f=,4i;RT" ELEV. VIEW
<br />(2) 2x8 P.T. LEDGER W/ 112' x S'
<br />TITEN HD a 16' O.C. (2 ROWS)
<br />DBL. KO, BLOCK
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<br />24' MIN I. L(2) 2x8 LEDGER P.T. LEDGER
<br />SPLICE ATTACHED TOGETHER W/
<br />2-ROWS 10d a (o' O/C
<br />F,4RT. F'L,4N v I E W
<br />LEDGER L>4P 5ELIGE DETAIL
<br />SCALE: 3/4' = I'-0'
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 34M
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEr, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />W COMPLY WITH 20rLORIDA RESIOCNiIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT], SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST. EXPOSURE "C"
<br />ENCLOSW (INTERNAL PRESSURE COEFFICIENT =30.181
<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 />Or 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 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 />SHEATHING FOR TILE RQQF
<br />VERSION NO.3.00 / 07,28,10
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />7p THUY H. HUYNH,
<br />1 P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
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<br />rru T 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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