|
2x FURRING e Ill (AS REQ'D.)
<br />Ix4 P.T. BASE NAILER (AS REQ'D.)
<br />31/4' BASE BOARD (AS REOV.)
<br />bx6 W1.4 0.4 WLLF
<br />OR FIBERME514
<br />MIN. 2500 PSI
<br />CONC SLAB
<br />a
<br />o \ i
<br />I 31iz' MIN.
<br />TYP.
<br />5EE 14/53 FOR ONE STORY 4
<br />G/56 FOR TWO STORY REINF. INFO
<br />CLEAN POISONED AND COMP. g"
<br />SOILfS MODIFIED PROCTOR
<br />PER ASTM DI551)
<br />(U 05 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 />z_
<br />NOTE:
<br />LO 1) MASONRY WALL PROVIDES 2-HR
<br />N PROTECTION PER UL-U905 (AS REQ'D.)
<br />STD. 900 HOOK
<br />(SEE DETAIL ON SHT. 53)
<br />3 1/2' MIN.
<br />a
<br />° a °
<br />�\\�\\\T\\\^6ARIRIERPOR
<br />2'-0" (TWO STORY) g"
<br />24I CUIfR r�,45. FIRELUALL JJ/ 5TEF 5EOTION
<br />SCALE: 3/4 1'-0'I
<br />2X4 BLOCKING 61 40' O.G. MAX. W/ (2) I(od
<br />TOE NAILS s EACH END 4 GLUED TO
<br />ROOF SHEATHING
<br />2X4 LEDGER 6 45" O/C MAX.
<br />VERTIGALLLY NAILED TO
<br />TRUS5 WE55 W/(2) ad (TYP.)
<br />PRE ENGINEERED
<br />ROOF TRUSS sl 24"
<br />O.C. MAX.
<br />1/2" x 6" WIDE DENSARMOR 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 1 3/4"
<br />TAPCON5 9 16" O.C.
<br />PLYWOOD/TYPE
<br />57D. 90° HOOK -
<br />NOTES: (SEE DETAIL)
<br />1) SEPARATION WALL IN THE R-3 MIN. INSUL. PER -
<br />ROOF SYSTEM PROVIDES FBC (2001 ED.)
<br />2-HR5 PROTECTION PER S13-602.LABC.1.1
<br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4
<br />GP WHI 495-0143 (1) #5 VERT. IN FILL-
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12.
<br />2) MASONRY WALL CELLS (SEE FILL
<br />PROVIDES 2-HR5 GELL PLAN FOR
<br />PRE ENGINEERED WD TRU55 6 24' O.C. MAX.
<br />PROTECTION PER UL-U905
<br />LOCATIONS)
<br />12 SHINGLE ROOF
<br />_
<br />15 LB ROOFING FELT (SHINGLES)
<br />(1) *5 VERT IN FILL CELL5 (SEE
<br />FILL CELL PLAN FOR LOCATIONS)
<br />HURRICANE ANCHOR 9 EACH TRU55
<br />(SEE UPLIFT SCHEDJ W/ METAL PL.
<br />2x4 PT BLOCKING BETWEEN TRUSSES W/
<br />UNDER EA. TRU65 TO OUTSIDE OF WALL.
<br />(2) 10d TOE NAILS 6 EA, END 4 LU
<br />1/16" O.S.B. (FOR SHINGLE) OR 5/5"
<br />(2) 3/16"x2 3/4" TAPCON5 INTO CMU WALL z J
<br />055 (FOR TILE) FIRE RATED OR
<br />3/4' PLYWOOD DECKING GLUED AND
<br />�1SUL. MIN. REG, PER ROOF PLAN SEE ROOF
<br />NAILED W/ ad COMMON a 6" O/C;
<br />NAILING SCHED. ON SHT. SNl
<br />EDGES AND 12" O.C. FIELD J
<br />1/2" GYP. W.B. OR 3/0'
<br />2 M W
<br />1/2" HIGH STRENGTH OR 5/8" GYP WB W/ ALUMINUM - -
<br />1 3/8' DRYWALL NAILS OR DRYWALL DRIP EDGE OSB (DRAFTSTOPPING)
<br />6CRW5. 1" O/C CEILING 4 8' O/C WALLS ALUMINUM FASCIA TO BE NAILED W/ 8d
<br />COMMON 6 6" O/C;TO ONE
<br />1" P.T. NAILER 12" U.N.O. 2x4 SUB FASCIA SIDE OF FLOOR TRU55 FO
<br />MOISTURE BARRIER 2" ALUMINUM AN AREA 1000 SQ. FT 4
<br />VENTILATED SOFFIT SEALED PENATRATION
<br />STD. 9A° HOOK (SEE DETAIL) 8"x8"XI(o" CONC. KNOCKOUT BLK. AREAS W/ FOAM.
<br />W/1#5 ROD CONT. FILLED W/ SONG. DRAFTSTOPPING SHALL
<br />(1) #5 VERT IN FILL CELLS (SEE DIVIDE THE CONCEALED
<br />FILL CELL PLAN FOR LOCATIONS) SPACE INTO APPROX. 16" FLOOR
<br />R4,2 MIN. INSUL. EQUAL AREAS. SYSTEM
<br />Ix P.T. BASE NAILER
<br />4"x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />ul
<br />2x4 PT BLOCKING BETWEEN TRUSSES W/ (2) 10d�
<br />TOE NAILS 9 EA. END 4 (2) 3/16"x2 3/4" TAPGONS ? AA-H
<br />INTO CMU WALL
<br />3/4" PLYWOOD DECKING GLUED AND NAILED W/
<br />ad COMMON 6 6" O/C EDGES AND 12' O.G. FIELD
<br />1/2" GYP. W.B. OR 3/0'
<br />PLYWOOD/TYPE 2-M-W
<br />055 (DRAFT5TOPPING) TO
<br />BE NAILED W/ ad COMMON
<br />6" O/C TO ONE SIDE OF
<br />FLOOR TRU55 FOR AN R4.2 MI ,
<br />AREA 1000 SQ. FT 4 INSUL.
<br />SEALED PENATRATION
<br />AREAS W/ FOAM.
<br />DRAFTSTOPPING SHALL
<br />DIVIDE THE CONCEALED
<br />5PAGE INTO APPROX.
<br />EQUAL AREAS. 16" FLOOR SYSTEM
<br />DIAGONAL WEB IS REQ'D TO TRANSFER PERP.
<br />DIAPHRAGM LOAD (MIN. 200 PLF) TO FLOOR
<br />DIAPHRAGM (AT EXTERIOR WALL ONLY)
<br />1/2 HIGH STRENGTH OR 5/0' GYP WB (OR 5/8AJ
<br />GYP. TYPE "X" -@ GARAGE W/ A HABITABLE ROOM
<br />ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL
<br />SCRWS. 1" O/C CEILING 4 8° O/C WALL5
<br />Ix WD FURRING aT 24' O.G. -
<br />BASEBOARD
<br />MIN. 2500 PSI CONIC. SLAB
<br />(MIN 3000 PSI GONG. SLAB
<br />FOR HERNANDO GO. ONLY)
<br />Ln
<br />LITE TEXTURED
<br />DECORATIVE FINISH
<br />UPPER FLOOR
<br />5TD. 90° HOOK (SEE DETAIL)
<br />8"XS'xl6" GONG. KNOCKOUT BLOCK
<br />W/ (1) 05 ROD CONT. FILLED SOLID
<br />W/ GROUT
<br />THD410 HANGER W/ 20-IOCI 4 (14)
<br />3/16"xl 3/4' TAPCON5 (SEE THD410
<br />- TAPCONS PLACEMENT DETAIL)
<br />Ix P.T. BASE NAILER
<br />�—ARCHITECTURAL
<br />FINISH
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />w FOUNDATION PLAN 4 NOTES)
<br />U
<br />N
<br />Q
<br />4"x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />M C °
<br />FINISH GRADE
<br />o 2 WI.4xW1.4
<br />WWF OR FIBERMESH \ j\\ /\\//�� Y_
<br />STD. 90 HOOK
<br />(3) # 5 REBAR ON 3' CHAIR 4. (SEE DETAIL)
<br />W/3" MIN. CLEARANCE
<br />T�f= 2 = STORT' UJAL = SECTION rri
<br />5CALE:3/4"=1'-0"
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/0' GYP.
<br />WB. (OR 5/8" GYP. TYPE 'X' 6 GARAGE U A
<br />HABITABLE ROOM ABOVE) W/1-3/8"
<br />DRYWALL NAILS OR DRYWALL 5CRW5. 1"
<br />O.G. CEILING, 8" O.G. WALLS 4 4' O.G. EDGE5
<br />TWO &TOFF F',4 T�'
<br />FIRE CAULK
<br />r2 " CLG.
<br />\ 1 RUNNER
<br />(2) LAYERS I" DEN5GLA55 5HAFTLINER
<br />rINSERTED BETWEEN 2" FLOOR 4 GLG. RUNNERS
<br />W1 2' STEEL H STUDS BETWEEN ADJACENT
<br />PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING e 40' O.C. MAX. W/ (2) 16d
<br />TOE NAILS s EACH END 4 GLUED TO
<br />ROOF SHEATHING
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/16" D.S.B. (FOR SHINGLE) OR 5/8'
<br />055 (FOR TILE) SHEATHING U.N.O.
<br />FIRE RESISTANT 055 1/16" (FOR
<br />SHINGLE) OR 5/0" (FOR TILE)
<br />SHEATHING 4' ON EA. SIDE OF
<br />PARTY WALL
<br />BREAKAWAY CLIPS AS PER GEORGIA-PACIFIC
<br />5PECIFICATION5 e EACH SIDE OF EVERY OTHER STEEL
<br />"H" STUD (48" OG MAX) 4 IOFT OG VERTICALLY
<br />(1) LAYER 1/2" HIGH STRENGTH OR
<br />5/6" GYP. WB. W/ 1-3/8" DRYWALL
<br />R30 INSUL. MIN. NAILS OR DRYWALL SCREWS 1" O.G.
<br />CEILING, 8" O.C. WALL5 4 4" O.G.
<br />'X EDGES
<br />2 x 4 5YP*2 x12" LONG SCAB a EACH
<br />RBC CLIP W/ IOd 6 3" O.C.
<br />51MF50N RBC @ 36" O.G. W/ 6-10dxl 1/2" NAIL5 INTO
<br />TRU55 BOTTOM CHORD/5GA5 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 FAGE5 OF WALL)
<br />I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's
<br />8"x8"XI6" CONIC. KNOCKOUT BLK. W/1*5 ROD
<br />CONT. FILLED W/ GROUT
<br />4"x4" INSPECTION FORT e
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. BASE NAILER
<br />5TD 90° HOOK
<br />o:
<br />THD410 - TAPCON5
<br />PLACEMENT DETAIL
<br />(SEE DETAIL) 2ND FLR.
<br />THD410 HANGER W/
<br />10=10d 4 (8) 3/16"xl 3/4"
<br />TAPCON5 (SEE THD410 -
<br />TAPCON5 PLACEMENT
<br />DETAIL)
<br />�-6"x8"x16" GONG. KNOCKOUT BLOCK W/
<br />(1) 05 ROD CONT. FILLED W/ GROUT
<br />I" P.T. NAILER
<br />�R=3 MIN. IN5UL. PER FBC
<br />(2001 ED.) 513-602.I.ABG.1.1
<br />SECTION
<br />SCALE:N.T.5.
<br />3/4' PLYWOOD DECKING PER J/56.
<br />8" CMU WALL K.O. BLOCK 4 10-10d NAILS INTO BLOCKINGO
<br />DBL. K.O.
<br />BLOCK PER
<br />DETAIL J/56. .
<br />\ZZ2X4 5YP*2 DIAGONAL (45°)
<br />SHEAR BLOCKINGS BETWEEN
<br />BLOCKING-5 W/ (2) 106 TOE
<br />P.C. LINTEL-"-*"
<br />INTEL NAIL5 EA. END,
<br />PER PLAN.
<br />544EAS UJALL DEVIL �
<br />5CALEXT.5.
<br />PRE- ENGINEERED
<br />FLOOR TRU55E5 -a
<br />24" O/C MAX,
<br />2X4 5YP*2 BLOCKING -a
<br />48' O/C W/ (2) 10d TOE
<br />NAI1_5 9 EA. END (TYP.)
<br />8" CMU WALL
<br />2X4 BLOCKING 6 48" O.C. MAX,
<br />W/ (2) 16d TOE NAILS a EACH
<br />END 4 GLUED TO ROOF
<br />SHEATHING
<br />2X4 LEDGER s 48" O/C MAX. -
<br />VERTICALLLY NAILED TO
<br />TRU55 WEBS W/(2) ad (TYP.)
<br />PRE ENGINEERED
<br />ROOF TRUSS e 24"
<br />O.G. MAX.
<br />1/2" x 6" WIDE DENSARMOR PLUS
<br />FIREGUARD C OR TOUGHROCK
<br />FIREGUARD C GYPSUM BOARD
<br />BATTEN STRIPS 6 EA. 511DE OF
<br />STEEL "H" STUD (ONLY REQUIRES IF
<br />ATTIC AREA 15 AGGE5515LE.)
<br />2 x 4 5YP#2 x12" LONG
<br />SCAB @ EACH RBC CLIP
<br />W/ 10d 6 3" O.G.
<br />51MP50N RBC 6 36" O.G. W/ 6-10dx1 1/2' NAIL5
<br />INTO TRU55 BOTTOM CHORD/SCAB 4 (3)
<br />1/4"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" TAPCON5 9 16" O.G.
<br />STD. 9A° HOOK (SEE DETAIL)-/
<br />81'x8"XI6" GONG. KNOCKOUT BLK. W/-
<br />105 ROD CONT. FILLED W/ GROUT
<br />R-3 MIN. INSUL. PER FBC
<br />(2001 ED.) 513-6021,45
<br />(1) #5 VERT IN FILL CELLS (SEE
<br />FILL CELL PLAN FOR LOCATIONS
<br />2x4 PT BLOCKING BETWEEN TRU55E5 W/
<br />(2) 10d TOE NAILS a EA. END 4
<br />LLN
<br />(2) 3/16"x2 3/4" TAFCONS INTO CMU WALL
<br />z J;
<br />3/4" PLYWOOD DECKING GLUED ANDLI)
<br />"
<br />NAILED W/ ad COMMON a 6" O/C
<br />',
<br />EDGES AND 12" O.G. FIELD
<br />1/2" GYP. W.B. OR 3/8"
<br />PLYWOOD/TYPE 2-M-W
<br />OSB (DRAFT5TOPPING)
<br />TO BE NAILED W/ ad
<br />COMMON 'a 6" O/C TO ONE
<br />SIDE OF FLOOR TRUSS FO
<br />AN AREA 10= SQ. FT 4
<br />SEALED PENATRATION
<br />ARE45 W/ FOAM,
<br />DRAFT5TOPPING SHALL
<br />DIVIDE THE CONCEALED
<br />SPACE INTO APPROX. 16" FLOOR
<br />EQUAL AREAS. SYSTEM
<br />'I) LAYER 1/2' HIGH STRENGTH OR 5/8" GYP.
<br />WB. (OR 5/8" GYP. TYPE X' -@ GARAGE W/ A
<br />HABITABLE ROOM ABOVE) W/1-3/8"
<br />DRYWALL NAILS OR DRYWALL SCRWS. 1"
<br />O.G. CEILING, S" O.C. WALLS 4 4' D.C. EDGE5
<br />(2) LAYERS I' DENSGLASS 5HAFTLINER
<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) 10d TOE NAILS
<br />EACH END
<br />FIRE CAULK
<br />15 LB ROOFING FELT (SHINGLES)
<br />2" CLG,
<br />1/16" O.S.B. (FOR SHINGLE) OR 5/0'
<br />RUNNER
<br />055 (FOR TILE) SHEATHING U.N.O.
<br />FIRE RESISTANT OSB 1/16" (FOR
<br />3" MIN. GAP (ONLY
<br />SHINGLE) OR 5/5" (FOR TILE)
<br />1/2' GYP WB
<br />REQUIRES IF TIC A A SHEATHING 4' ON EA. SIDE OF
<br />IS NOT ACC SI )
<br />(1) 05 VERT, IN FILL CELLS (SEE
<br />PARTY WALL
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />BREAKAWAY CLIP5 AS PER GEORGIA-PACIFIC
<br />Lw
<br />5PECIFICATION5 s EACH SIDE OF EVERY OTHER
<br />z
<br />TYPE '5' MORTAR (TYP.)
<br />STEEL "H' STUD (48" OC MAX) 4 IOFT OC VERTICALLY
<br />F_ o1
<br />2X4 BLOCKING Wl (2) 10d TOE NAILS EACH END
<br />N U
<br />8" CONIC. BLOCK (TYP.)
<br />PRE ENGINEERED ROOF TRU55
<br />Q
<br />Ix P.T. BASE NAILER
<br />4'x4" INFECTION PORT
<br />PERPENDICULAR TO WALL -1 24" O.C. MAX.
<br />EA. FILLED CELL (TYP.)
<br />(ox(o WI.4xWIA WWF
<br />R30 INSUL. MIN.
<br />(1) LAYER 1/2" HIGH STRENGTH OR 5/8' GYP. WB.
<br /><r ---- ---a-
<br />°
<br />--------
<br />W/1-3/8" DRYWALL NAILS OR DRYWALL SCREWS. 1"
<br />O.G-CEILING, S" O.G. WALLS 4 4" O.G. EDGES
<br />p
<br />/ -
<br />MOISTURE BARRIER
<br />v/
<br />I" P.T. NAILER
<br />(4) #5 CONT.�jj �jj 5TD. 9m' HOOK
<br />U5P HTA20'a END OF TRUSS W/ 10-10d x 1 112" NAILS
<br />ON 3" CHAIR 8" 2
<br />-0" 8° (SEE DETAIL)
<br />INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20's PRIOR TO INSTALLING THE
<br />2- 5 T 0 "T' f ,4 T i' UJ,4 L L
<br />5 E O T I ON
<br />PROPRIETARY PANELS
<br />ll) #5 VERT. IN FILL CELLS (SEE
<br />SCALE: N.T.S.
<br />FLOOR PLAN FOR LOCATIONS)
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GF WHI 495-0743
<br />2) MASONRY WALL PROVIDES 2-HR5
<br />N
<br />PROTECTION PER UL-U'305
<br />FI ELJ,4I=L DETAL
<br />(2) LAYER5 I" DEN5GLA5S 5HAFTLINER
<br />INSERTED BETWEEN 2" FLOOR 4 CLG.
<br />RUNNERS W/ 2" STEEL H STUDS BETWEEN FIRE CAULK
<br />ADJACENT PAIRS OF GYP. PANELS. 2" GLG,
<br />RUNNER
<br />MIN. G.41= (ONLY" REQUIRED IF
<br />ATTIC 4RE4 IS NOT ACCESSIBLE
<br />1/2" x 6" WIDE DEN5ARMOR PLUS
<br />FIREGUARD G OR TOUGHROCK
<br />FIREGUARD C GYPSUM BOARD BATTEN
<br />STRIPS 9 EA. 511DE OF STEEL "H' STUD
<br />(ONLY REQUIRES IF ATTIC AREA 15
<br />ACCESSIBLE.)
<br />R30 INSUL.
<br />2" FLOOR RUNNER W/ 3/16" DIA. J
<br />x 1 3/4" TAPCON5 6 16" O.G.
<br />STD. 90° HOOK (SEE DETAIL)
<br />8"x8"XI6" CONC. KNOCKOUT BLK. W/
<br />1#5 ROD CONT. FILLED W/ GROUT
<br />R-3 MIN. INSUL. PER FBC-
<br />(2001 ED.) 513-602.1.A15C1.1
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2-HR5 PROTECTION
<br />PER GF WHI 495-0143
<br />2) MASONRY WALL PROVIDES 2-HRS i
<br />PROTECTION PER UL-U9A5
<br />4"x4" INSPECTION PORT 6
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. BASE NAILER
<br />STD. 9A° HOOK
<br />o� �o
<br />e� �e
<br />e� �a
<br />THD410 - TAPCON5
<br />PLACEMENT DETAIL
<br />(SEE DETAIL) 2ND FLR
<br />THD410 HANGER W/
<br />10-10d 4 (6) 3/16"xl 3/4'
<br />TAPCON5 (SEE THD410 -
<br />TAFCON5 PLACEMENT
<br />DETAIL)
<br />�-8"x8"xl6" CONC. KNOCKOUT BLOCK W/
<br />(1) 05 ROD CONT. FILLED W/ GROUT
<br />\-l" P.T. NAILER
<br />�R-3 MIN, INSUL. PER FBC
<br />(2007 ED,) 513-602.I.ABC.1.1
<br />5CALE:N.T.5.
<br />2X4 BLOCKING W/ (2) 10d TOE NAILS fit EACH END
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/16" O.S.B. (FOR SHINGLE) OR 5/8'
<br />055 (FOR TILE) SHEATHING UN.O.
<br />FIRE RESISTANT OSB 1/1(o"
<br />(FOR SHINGLE) OR 5/8" (FOR
<br />TILE) SHEATHING 4' ON EA,
<br />SIDE OF PARTY WALL
<br />BREAKAWAY CLIP5 AS PER GEORGIA-PACIFIC
<br />SPECIFICATIONS 6 EACH SIDE OF EVERY OTHER
<br />STEEL "H" STUD (48" OC MAX) 4 IOFT OG VERTICALLY
<br />2X4 BLOCKING W/ (2) 10d TOE NAIL5 6 EACH END
<br />PRE ENGINEERED ROOF TRU55
<br />\PERPENDICULAR TO WALL -1 24" O.C. MAX.
<br />�- (1) 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, S" O.C. WALLS 4 4' O.G. EDGES
<br />MOISTURE BARRIER
<br />I" P.T. NAILER
<br />USP HTA20 6 END OF TRUS5 W/ 10-10d x 1 1/2' NAIL5
<br />INTO TRU55 4 4" EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20'5 PRIOR TO INSTALLING THE
<br />PROPRIETARY PANELS
<br />(1) *5 VERT. IN FILL GELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />F:IfPEUJ,4LL DETAL 'a) T L�eS
<br />FE FEND ICLJLA TO UUALL
<br />SCALE:N.T.S. s(o
<br />2X CRIPPLES 16" O.C.
<br />UJ/ U5P 5PT24 TYP.
<br />TOP AND BOTTOM
<br />#UJIHEN STUD LENGHT
<br />IS LESS THAN 12" USE:
<br />LSTA30 STRAPS AT
<br />EACH STUD WRAPPED
<br />OVER TOP PLATE 4
<br />NAILED TO HEADER
<br />EACH SIDE W/ 11 - 10d
<br />NAILS
<br />lmd NAILS 's 0"
<br />O/C TYP.
<br />DOUBLE 2'l
<br />CRIPPLE STUD
<br />TYPICAL (U.N.O.)
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />2' x 4' WALL
<br />2' x 6' WALL
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />SIZE
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />4'-9'
<br />(2)
<br />9'-16'
<br />(3)
<br />DDO�
<br />G
<br />SEE FLOOR PLAN NOTES
<br />FOR REQUIRED
<br />CONNECTION
<br />2-ROW5 12d NAILS
<br />STAGGERED 6 12" O/C
<br />EACH FACE OR 3-ROWS
<br />1201 NAILS STAGGERED a
<br />12 " O/C FOR 2 "xI0" OR
<br />GREATER HEADER
<br />DOUBLE 2 x 12 *2 5YP
<br />HEADER W/ 1/2" FLITCH
<br />PLATE (U.N.O.)
<br />FILLING AND
<br />BLOCKING AS
<br />REQUIRED FASTENED
<br />TO HEADER UJ/ (2)
<br />ROWS OF 126 e 16 "
<br />O/C UNLESS NOTED
<br />OTHERWISE
<br />2 "x4' STUDS TYP.
<br />P.T. BOT. PLATE
<br />FLOOR TRUSS
<br />, [L[
<br />/BEAM
<br />(3) (2) (2) L SEE PLAN FOR REQUIRED
<br />(3) (2) (3) CONNECTIONS
<br />LOAD 5E,4fRINr_-.:/ XTE 10fR FFRA"` E
<br />UJALL H ,4DFzf;;,' DET,41L
<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 />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION
<br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE ••C'•
<br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = --0.18)
<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 />02011 LENNAR CORP-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02011-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 />SHEATHINGR TILE ROOF
<br />11,12,10
<br />4,00 ADD STEM WALL DETAILS
<br />04.20.11
<br />4.01 REVISED NON -DROP
<br />ABLE DETAIL
<br />06.10.11
<br />4.02 REVISED J/S6, B/S6 & F/16
<br />H NN
<br />06.24.11
<br />4.03 REVISED ROOF SHEATHING
<br />IR
<br />VERSION NO.4.03 / 06.24-1 1
<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 />�;, __. tin :-:s u`�•Fa
<br />No. 601 2
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<br />T IF •: �4C/
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<br />SHEET TITLE:
<br />TYPICAL 2 STORY
<br />SECTIONS & DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 03.09.1 1
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
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