|
2x FURRiwi 0 16' 01C (A5 REQV)
<br />1x4 P.T. BASE NAILER (46 REQ'D)
<br />3 BASE BOARD (A$ REQV) -
<br />6x6 W1.4xW.4 WU.F
<br />OR FIBER'1E5H
<br />MIN. 2500 P61
<br />CONC 5L AB
<br />4
<br />(1) 1 5 VERT. IN FILL CELL5
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />ARCHITECTURAL FIN15H
<br />( EXT. ONLY )
<br />4'x4' INSPECTION PORT
<br />AT EACH FILLED CELL
<br />TYPICAL
<br />z
<br />NOTE:
<br />n U MA50NRY WALL PROVIDE5 2 -HR
<br />N PROTECTION PER UL - U905 (A5 REQ 'D) 2X4 BLOCKING o 48' O.C. MAX, W/ (2) 16d
<br />STD 90 HOOK TOE NAILS m EACH END 4 GLUED TO
<br />(SEE DETAIL ON 5HT, 53) ROOF SHEATHING
<br />° 3 1/2' MIN. 2X4 LEDGER 19 48' O/C MAX.
<br />(- a VERTICALLLY NAILED TO
<br />3 MIN. �/� ° ° ° d T RU55 WEBS WI(2) Sd (TYP.)
<br />TYP. /� / •. ° a /\ \
<br />SEE 1A /53 FOR ONE STORY t MIL VAPOR
<br />5156 FOR TWO STORY REINF. INFO y�4 ONE S O \�\ BARRIER
<br />CLEAN 1`015ONED AND COMP. g" 2' -0" (TWO STORY) 8"
<br />501L.(SE4 MODIFIED PROCTOR
<br />PER A5TM D1551)
<br />2 - SOUR MA5. FIREUJ,4LL UJ/ 5TEP SECTION Q
<br />SCALE: 3 /4'=1' -0' S (O
<br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH > 4:12 4
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH < 4:12.
<br />PRE ENGINEERED WD TRUSS 0 24' O.C. MAX.
<br />12 SHINGLE ROOF
<br />15 LS ROOFING FELT (SHINGLES)
<br />HURRICANE ANCHOR 0 EACH TRU55
<br />(SEE UPLIFT SCHED.) W/ METAL PL.
<br />UNDER EA. TRU55 TO OUTSIDE OF WALL,
<br />1116' 0.5.8. (FOR SHINGLE) OR 13/32'
<br />05B (FOR TILE) FIRE RATED OR
<br />PRE ENGINEERED
<br />ROOF TRUSS 24'
<br />O.G. MAX.
<br />1/2' x 6' WIDE DEN5ARMOR PLUS
<br />FIREGUARD C OR TOUGHROCK FIREGUARD
<br />C GYPSUM BOARD BATTEN STRIPS 0 EA.
<br />SIDE OF STEEL 'H' STUD (ONLY REQUIRES
<br />IF ATTIC AREA 15 ACCE551BLE.)
<br />2' FLOOR RUNNER W/
<br />3116' D!A. x 1 3/4'
<br />TAPCONS g 16' O.C.
<br />STD, 90' HOOK
<br />NOTES: (SEE DETAIL)
<br />1) SEPARATION WALL IN THE R_3 MIN. INSULT, PER
<br />ROOF SYSTEM PROVIDES FBC (2001 ED.)
<br />2 -HR5 PROTECTION PER 513-602.I.ABC.1.1
<br />GP WHI 495 -0143 (1) #5 VERT. iN FILL -
<br />2) MASONRY WALL CELLS (SEE FILL
<br />PROVIDES 2 -HRS CELL PLAN FOR
<br />PROTECTION PER UL -U305 LOCATIONS)
<br />(1)'5 VERT IN FILL CELLS (SEE
<br />FILL CELL PLAN FOR LOCATION5) \
<br />(2) 2x8 P.T. LEDGER W/ I/2' x 8'-\
<br />TITEN HD s 16' 0.0, (2 ROWS)
<br />z
<br />F
<br />4'x4' INSPECTION PORT s
<br />REG, PER ROOF PLAN SEE ROOF 3/4' PLYWIOOD DECKING GLUED AND :r, EA. FILLED CELL (TYPJ
<br />NAILING 5CHED. ON SHT, SNI NAILED W/ Sd COMMON 6' O/C Ix P.T. BASE NAILER
<br />1/2' HIGH STRENGTH OR 5/8' GYP WB W/
<br />13/8' DRYWALL NAILS OR DRYWALL
<br />5CRW5. 1' 0/C CEILING 4 6' 0/C WALLS
<br />I' P.T. NAILER
<br />MOISTURE 5ARRIER -
<br />5TD• 90' HOOK (SEE DETAIL)
<br />R42 MIN. INSUL.-
<br />Ix P.T. BASE NAILER
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
<br />TITEN HD 0 16' O.C. (2 ROWS)
<br />3/4' PLYWOOD DECKING GLUED AND NAILED W/
<br />8d COMMON 0 6' 0/C EDGE5 AND 12' O.C. FIELD
<br />4'x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />1/2' GYP. W.B. OR 3/8'
<br />PLYWOOD /TYPE 2-M-
<br />065 (DRAFT5TOPPING) TO
<br />BE NAILED W/ 8d COMMON -
<br />19 6' O/C TO ONE SIDE OF `
<br />FLOOR TRUSS FOR AN
<br />AREA <_1000 5Q. FT t
<br />SEALED PENATRATION R42 MIN.
<br />AREAS W/ FOAM. INSUL.-
<br />DRAFT5TOPPING SHALL TOP CHORD BRG. \
<br />DIVIDE THE CONCEALED FLOOR 5Y5TEM
<br />SPACE INTO APPROX.
<br />EQUAL AREAS.
<br />1/2' HIGH STRENGTH OR 5/8' GYP 15 (OR 5/8'
<br />GYP. TYPE 'X' 's GARAGE W/ A HABITABLE ROOM
<br />ABOVE) W/ 1 3/6' DRYWALL NAILS OR DRYWALL
<br />SCRWS, 1' O/C CEILING 4 8' O/C WALLS
<br />(2) LAYERS I' DEN55LA5S SHAFTLINER
<br />EDGES AND 12' O.C. FIELD
<br />INSERTED BETWEEN 2' FLOOR 4 CLG. RUNNERS
<br />2' x 4' WALL
<br />W/ 2' STEEL H STUDS BETWEEN ADJACENT
<br />DE7,41L
<br />PAIRS OF GYP, PANELS,
<br />FIRE CAULK
<br />FOR
<br />1/2' GYP. 11 OR 3/8'
<br />2X4 BLOCKING a 46' O.C. MAX. W/ (2) 16d
<br />2' CLG.
<br />TOE NAILS 19 EACH END 4 GLUED TO
<br />RUNNER
<br />ROOF SHEATHING
<br />1' 4'
<br />15 LB ROOFING FELT (SHINGLES)
<br />055 (DRAFTSTOPPING)
<br />1/16' 0.5.B. (FOR SHINGLE) OR 13/32'
<br />(2)
<br />055 (FOR TILE) SHEATHING U.N.O.
<br />TO BE NAILED W/
<br />!FIRE RESISTANT 055 1116' (FOR
<br />SHINGLE) OR 19/32' (FOR TILE)
<br />COMMON 6 6' O/C TO ONE
<br />SHEATHING 4' ON EA. SIDE OF
<br />12'
<br />PARTY WALL
<br />51DE OF FLOOR TRUSS FO I P.T.
<br />BREAKAWAY CLIPS AS PER GEORGIA- PACIFIC
<br />w
<br />SPECIFICATIONS 0 EACH SIDE OF EVERY OTHER STEEL
<br />AN AREA 1000 5Q. FT 4 NAILER
<br />'H' STUD (48' Or- MAX) 4 IOFT O'S VERTICALLY
<br />(1) LAYER 1/2' HIGH STRENGTH OR
<br />SEALED PENATRATION
<br />5/8' GYP. WB. W/ 1 -3/8' DRYWALL
<br />W
<br />0 IN5UL1 MIN. NAILS OR DRYWALL 5CREW5 1' O,C.
<br />ARE45 W/ FOAM. TOP CHORD
<br />DRAFT5TOPPING SHALL BRG, FLOOR
<br />CEILING, 8' O.C. (WALLS 4 4' D.C.
<br />-- EDGES
<br />2 x 4 6YF"2 x12' LONG SCAB 19 EACH
<br />z
<br />RBC CLIP W/ loci 19 3' O.C.
<br />SPACE INTO APPROX.
<br />51MP50N RBC 10 36' O.C. W/ 6 -10dxl 1/2' NAILS INTO
<br />TO E BEST o ENGINEER'S KNGWLEDGE AND
<br />TRUSS BOTTOM CHORD /SCAB 4 (3) 1/4'x2 3/4' TITEN
<br />EQUAL AREAS.
<br />SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE
<br />R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
<br />INSTALLED PRIOR TO FURRING STRIP INSTALLATION
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP.
<br />(TYPICAL ON BOTH FACES OF WALL)
<br />AFTER THE DA - E fT S SGNED 4` +D SEALED.
<br />I x P.T. NAILER INSTALLED AFTER INSTALLING RBC's
<br />W'B• (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ A
<br />8'x8'X16' CONIC. KNOCKOUT BLK
<br />REPRODUCED IN A R VANN 2 a0U' NRI^EN
<br />W/1 ROD CONT. FILLED W/ GROUT
<br />4'x4' INSPECTION PORT s
<br />REG, PER ROOF PLAN SEE ROOF 3/4' PLYWIOOD DECKING GLUED AND :r, EA. FILLED CELL (TYPJ
<br />NAILING 5CHED. ON SHT, SNI NAILED W/ Sd COMMON 6' O/C Ix P.T. BASE NAILER
<br />1/2' HIGH STRENGTH OR 5/8' GYP WB W/
<br />13/8' DRYWALL NAILS OR DRYWALL
<br />5CRW5. 1' 0/C CEILING 4 6' 0/C WALLS
<br />I' P.T. NAILER
<br />MOISTURE 5ARRIER -
<br />5TD• 90' HOOK (SEE DETAIL)
<br />R42 MIN. INSUL.-
<br />Ix P.T. BASE NAILER
<br />(2) 2x8 P.T. LEDGER W/ 1/2' x 8'
<br />TITEN HD 0 16' O.C. (2 ROWS)
<br />3/4' PLYWOOD DECKING GLUED AND NAILED W/
<br />8d COMMON 0 6' 0/C EDGE5 AND 12' O.C. FIELD
<br />4'x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />1/2' GYP. W.B. OR 3/8'
<br />PLYWOOD /TYPE 2-M-
<br />065 (DRAFT5TOPPING) TO
<br />BE NAILED W/ 8d COMMON -
<br />19 6' O/C TO ONE SIDE OF `
<br />FLOOR TRUSS FOR AN
<br />AREA <_1000 5Q. FT t
<br />SEALED PENATRATION R42 MIN.
<br />AREAS W/ FOAM. INSUL.-
<br />DRAFT5TOPPING SHALL TOP CHORD BRG. \
<br />DIVIDE THE CONCEALED FLOOR 5Y5TEM
<br />SPACE INTO APPROX.
<br />EQUAL AREAS.
<br />1/2' HIGH STRENGTH OR 5/8' GYP 15 (OR 5/8'
<br />GYP. TYPE 'X' 's GARAGE W/ A HABITABLE ROOM
<br />ABOVE) W/ 1 3/6' DRYWALL NAILS OR DRYWALL
<br />SCRWS, 1' O/C CEILING 4 8' O/C WALLS
<br />DECORATIVE FINISH
<br />UPPER FLOOR
<br />5TD, 90' HOOK (SEE DETAIL)
<br />- NAILED FLOOR TRUSS TO LEDGER
<br />W/ 4 -10d TOE NAILS
<br />8'XS'x16' CONC. KNOCKOUT BLOCK
<br />W/ (1)'5 ROD CONT. FILLED SOLID
<br />W/ GROUT
<br />Ix P.T. BASE NAILER
<br />ARCHITECTURAL
<br />FINISH
<br />(1)'5 VERT, IN FILL CELLS (SEE
<br />FOUNDATION PLAN 4 NOTES)
<br />Ix WD FURRING 1 24' O.C.
<br />BASEBOARD -
<br />MIN. 2500 1=151 CONC. SLAB
<br />(MIN 3000 PSI CONIC. SLAG 4'x4' INSPECTION PORT AT
<br />FOR HERNANDO CO. ONLY EACH FILL CELL TYPICAL
<br />FINISH GRADE
<br />D
<br />6x6 W1.4xW1.4 /� / D
<br />ULF OR FIBERME5H
<br />5TD. 90' HOOK
<br />(3) • 5 REBAR ON 3' CHAIR (SEE DETAIL)
<br />W /3' MIN. CLEARANCE
<br />T�'F 2-FORE' WALL SECTION
<br />SCALE: 3 /4':)'-0'
<br />z
<br />FOR PROJECTS IN PA5C0 COUNTY - SEE DETAIL 11/54.1
<br />FOR INFO AT FLOOR DECKING 8 CEILING D I APNRAG l
<br />REFER TO 54.1 FOR ALT. FLOOR TRU65 CONNECTION
<br />3/4' PLYWOOD DECKING PER J /56,
<br />8' CMU WALL-- USP HTA20 9 46' 0/C IW'/ 4' EMBEDMENT INTO
<br />/ BLOCK 4 10 -10d NAILS INTO BLOCKING
<br />DBL, K.O.
<br />BLOCK PER
<br />DETAIL J156.
<br />P.C. LINTEL
<br />PER PLAN.
<br />I
<br />2X4 5YP DIAGONAL (45')
<br />SHEAR BLOCKINGS BETWEEN
<br />BLOCKING5 W/ (2) lad TOE
<br />NAILS g EA. END.
<br />FOR
<br />PROJECT5 IN PA5C0 COUNT(' - SEE
<br />EDGES AND 12' O.C. FIELD
<br />NAIL FLOOR TRUSS TO LEDGER
<br />2' x 4' WALL
<br />5I -4EAR LU ,4LL
<br />DE7,41L
<br />. 90' HOOK W/ 4- 10d TOENAILS (TYP
<br />5TD J
<br />`
<br />FOR
<br />1/2' GYP. 11 OR 3/8'
<br />(SEE DETAIL) 2ND FLR
<br />EA END
<br />ALUMINUM
<br />PLYWOOD /TYPE 2 -M -W
<br />5�
<br />1' 4'
<br />DRIP EDGE
<br />055 (DRAFTSTOPPING)
<br />(1)
<br />(2)
<br />ALUMINUM FASCIA
<br />TO BE NAILED W/
<br />Q a �q-
<br />COMMON 6 6' O/C TO ONE
<br />8'x8'x16' CONC,
<br />12'
<br />UN TO. 2x4 SUB FASCIA
<br />51DE OF FLOOR TRUSS FO I P.T.
<br />KNOCKOUT BLOCK W/
<br />w
<br />2' ALUMINUM
<br />AN AREA 1000 5Q. FT 4 NAILER
<br />(1) #5 ROD CONT.
<br />VENTILATED SOFFIT
<br />SEALED PENATRATION
<br />FILLED W/ GROUT
<br />W
<br />8' xa
<br />x8'X16' CONIC. KNOCKOUT BLK
<br />ARE45 W/ FOAM. TOP CHORD
<br />DRAFT5TOPPING SHALL BRG, FLOOR
<br />TOP CHORD BRG,
<br />ROD CONT. FILLED W/ CONIC.
<br />DIVIDE THE CONCEALED 5Y5TEM
<br />FLOOR SYSTEM
<br />z
<br />Q
<br />SPACE INTO APPROX.
<br />C)
<br />TO E BEST o ENGINEER'S KNGWLEDGE AND
<br />BEEF. THE STRIUCTJRAL PLANS AND SPEC- FICATIONS
<br />EQUAL AREAS.
<br />R -3 MIN. IN-'-UL, PER FBC
<br />R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
<br />ENCLOSED �N - ERI,A L PRESSJRE COEFIC ENT = ±C '8!
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP.
<br />(2001 ED.) 513- 602.LABC.1.1
<br />AFTER THE DA - E fT S SGNED 4` +D SEALED.
<br />ll) 0 5 VERT IN FILL CELLS
<br />W'B• (OR 5/8' GYP. TYPE 'X' 0 GARAGE W/ A
<br />020 � CCRP TPIS P•_AN tiAA NOT BE
<br />REPRODUCED IN A R VANN 2 a0U' NRI^EN
<br />(SEE FILL CELL PLAN FOR
<br />HABITABLE ROOM ABOVE) W/1 - 3/8'
<br />-ROGER Y f DA WCO P GBl ` Fe NG. L.0 A.,+D'HE
<br />" t J N 5 PRO' Ci. ANl EPRODVC ON C4
<br />LOCATIONS)
<br />DRYWALL NAIL5 OR DRYWALL 5CRW5. It
<br />DATE
<br />DESCRIPTION
<br />0.29.39
<br />0.0, CEILING, S' D.C. WALLS 4 4' O.C. EDGES
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07 28.1 D
<br />TWO 5TOR"' P,4RT`' UJ,4LL
<br />5ECTION E3
<br />z
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />SCALE:N.T,S.
<br />N
<br />LITE TEXTURED
<br />ABLE D TAIL
<br />36 10 11
<br />DECORATIVE FINISH
<br />UPPER FLOOR
<br />5TD, 90' HOOK (SEE DETAIL)
<br />- NAILED FLOOR TRUSS TO LEDGER
<br />W/ 4 -10d TOE NAILS
<br />8'XS'x16' CONC. KNOCKOUT BLOCK
<br />W/ (1)'5 ROD CONT. FILLED SOLID
<br />W/ GROUT
<br />Ix P.T. BASE NAILER
<br />ARCHITECTURAL
<br />FINISH
<br />(1)'5 VERT, IN FILL CELLS (SEE
<br />FOUNDATION PLAN 4 NOTES)
<br />Ix WD FURRING 1 24' O.C.
<br />BASEBOARD -
<br />MIN. 2500 1=151 CONC. SLAB
<br />(MIN 3000 PSI CONIC. SLAG 4'x4' INSPECTION PORT AT
<br />FOR HERNANDO CO. ONLY EACH FILL CELL TYPICAL
<br />FINISH GRADE
<br />D
<br />6x6 W1.4xW1.4 /� / D
<br />ULF OR FIBERME5H
<br />5TD. 90' HOOK
<br />(3) • 5 REBAR ON 3' CHAIR (SEE DETAIL)
<br />W /3' MIN. CLEARANCE
<br />T�'F 2-FORE' WALL SECTION
<br />SCALE: 3 /4':)'-0'
<br />z
<br />FOR PROJECTS IN PA5C0 COUNTY - SEE DETAIL 11/54.1
<br />FOR INFO AT FLOOR DECKING 8 CEILING D I APNRAG l
<br />REFER TO 54.1 FOR ALT. FLOOR TRU65 CONNECTION
<br />3/4' PLYWOOD DECKING PER J /56,
<br />8' CMU WALL-- USP HTA20 9 46' 0/C IW'/ 4' EMBEDMENT INTO
<br />/ BLOCK 4 10 -10d NAILS INTO BLOCKING
<br />DBL, K.O.
<br />BLOCK PER
<br />DETAIL J156.
<br />P.C. LINTEL
<br />PER PLAN.
<br />I
<br />2X4 5YP DIAGONAL (45')
<br />SHEAR BLOCKINGS BETWEEN
<br />BLOCKING5 W/ (2) lad TOE
<br />NAILS g EA. END.
<br />FOR
<br />PROJECT5 IN PA5C0 COUNT(' - SEE
<br />DE 11/54.1
<br />OPENING
<br />2' x 4' WALL
<br />5I -4EAR LU ,4LL
<br />DE7,41L
<br />�
<br />C
<br />FOR
<br />INFO AT FL OOR DECKING $ CEI
<br />DIAPHRAGM
<br />EA END
<br />EA END
<br />5CALE:N.T.5.
<br />5�
<br />REFER TO 541 FOR ALT. FLOOR TRU58 CONNECTION
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2 -HR5 PROTECTION
<br />PER GP WHI 495 -0143
<br />2) MASONRY WALL PROVIDES 2 -HR5
<br />FROTEC71ON PER UL -US05
<br />(3) (2) (2) L SEE PLAN FOR REQUIRED
<br />(3) (2) 1 (3) CONNECTIONS
<br />LOAD BEARINGS /EXTERIOR FR,41I
<br />UJALL ;4E ,4DER DET ,4IL 1
<br />5 (O
<br />IRE CAULK 2X4 BLOCKING W/ (2) loci TOE NAILS is EACH END
<br />2' CLG. 15 LB ROOFING FELT (SHINGLES)
<br />RUNNER
<br />1/16' 0.5$. (FOR SHINGLE) OR 13/32'
<br />058 (FOR TILE) SHEATHING UN.O.
<br />FIRE RESISTANT 055 1116'
<br />(FOR SHINGLE) OR 13/32'
<br />(FOR TILE) 5HEATHING 4' ON
<br />EA, SIDE OF PARTY WALL 1' -41
<br />BREAKAWAY CLIP5 A5 PER GEORGIA- PACIFIC TYP
<br />SPECIFICATIONS 0 EACH SIDE OF EVERY OTHER
<br />STEEL 'H' STUD (48' OC MAX) 4 10FT Or- VERTICALLY
<br />2X4 BLOCKING W/ (2) 10d TOE NAILS 0 EACH END °
<br />PRE ENGINEERED ROOF TRUSS
<br />PERPENDICULAR TO WALL 6 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, 6' O.C. WALLS 4 4' O.G. EDGES
<br />P'1015TURE BARRIER
<br />I' P.T. NAILER
<br />U5P HTA20 m END OF TRU35 W/ 10 -106 x 11/2' NAIL5
<br />INTO TRU66 4 4' EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20's PRIOR TO INSTALLING THE
<br />PROPRIETARY PANELS
<br />lU'5 VERT. IN FILL CELL5 (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />FIRELU ,4LL DETAIL ' TRU55
<br />PFmRPF_ND ICUL,4R TO WALL E
<br />5CALE:N.T.5. 3Gj
<br />1/2' GYP WB
<br />(1) 0 5 VERT. iN FILL CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />z TYPE 'S' MORTAR (TYP.)
<br />8' CONIC. BLOCK (TYP,)
<br />Q
<br />Ix P,T, BASE NAILER 4'x4' INFECTION PORT 9
<br />6x6 W1.441,11.4 WWF EA. FILLED CELL (TYF.)
<br />° D
<br />D D
<br />j L
<br />(4)'S CO j �/j /> �� \ 5TD. SO' HOOK
<br />ON 3 CHAIR
<br />at 2 0' a t (SEE DETAIL)
<br />2 - STOR°T' P ,4RT'T'U ,4LL SECT ION
<br />SCALE: N.T.S.
<br />2X CR!PPLE5 -s I&' O.C.
<br />W/ USP SPT24 TYP.
<br />TOP AND BOTTOM
<br />WHEN STUD LENGHT-
<br />15 LE65 THAN 12' USE
<br />L6TA30 5TRAPS AT
<br />EACH 5TUD WRAPPED
<br />OVER TOP PLATE 4
<br />NAILED TO HEADER
<br />EACH SIDE W/ 11 - IOd
<br />NAIL5
<br />10d NAILS e 8'
<br />O/C TYP.
<br />DOUBLE 2'x4'
<br />CRIPPLE STUD
<br />TYPICAL (UN.OJ
<br />DOUBLE 2 x 12 *2 5YP
<br />HEADER W/ 1/2' FL ITCH
<br />PLATE (U.N.O.)
<br />FILLING AND
<br />BLOCKING 45
<br />REQUIRED FASTENED
<br />TO HEADER W/ (2)
<br />ROWS OF 12d m Ir'
<br />O/C UNLESS NOTED
<br />OTHERWISE
<br />2'x4' STUDS TYP.
<br />- P.T. SOT. PLATE
<br />FLOOR TRUSS
<br />/SEAM
<br />HEADER 54. PPORT
<br />NO. OF JACKS t 5TUD5
<br />REQ. AT OPENINGS
<br />OPENING
<br />2' x 4' WALL
<br />2'x W IL'ALL
<br />JACKS
<br />�
<br />JACKS
<br />51105
<br />5
<br />z w
<br />V)
<br />EA END
<br />EA END
<br />EA END
<br />EA END
<br />1' 4'
<br />lU
<br />(2)
<br />(1)
<br />(2)
<br />Lc
<br />G > S..
<br />(2)
<br />Q a �q-
<br />9' -16'
<br />(3)
<br />24' MIN.
<br />LAP SPLICE
<br />6 1' -4' 6 1' -4'
<br />TYP.
<br />o o o
<br />0 0 0 0 o
<br />SPLICE BEYOND SPLICE
<br />P ,4RT. ELEV- VIEW
<br />(2) 2x.8 P.T. LEDGER W/ 1/2' x 8'-
<br />TITEN HD g 1.6' O.C. (2 ROWS)
<br />6' MIN,
<br />DBL. KO. BLOCK -1 / ..
<br />16' O/C
<br />� 24' MIN (2) 2x8 LEDGER P.T. LEDGER
<br />LAP SPLICE ATTACHED TOGETHER W/
<br />2 - ROWS 10d -9 6' O/C
<br />PART. FL A N \/ I E UJ
<br />L EDG LAP 5PLICE DETAIL
<br />SCALE: 3 /4':1'-0'
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<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9693
<br />www.danscoengineering.com
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<br />TO E BEST o ENGINEER'S KNGWLEDGE AND
<br />BEEF. THE STRIUCTJRAL PLANS AND SPEC- FICATIONS
<br />COMPLY I'll 2007 P,ORDA EES +DENTIAL BUIL7NG
<br />CODE I NG.JD 2009 M' E�MENTj. SECTICN
<br />R3CIFCR 120MPH. 35EC. GUS�.EXPCSUR E "C"
<br />ENCLOSED �N - ERI,A L PRESSJRE COEFIC ENT = ±C '8!
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<br />S�GNED ASD SEALED -CR' -- STRUCTJRnL PCP_10�
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<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />0.29.39
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07 28.1 D
<br />3.00 ADD ALT. ROOF
<br />HEATHIN FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />0420.11
<br />4.01 REVISED NON -DROP
<br />ABLE D TAIL
<br />36 10 11
<br />4.02 REVISED J /S6, B /S6 & F /S6
<br />FOR HAN ER CONN
<br />06.24.' 1
<br />4.03 REVISED ROOF SHEA`HING
<br />W
<br />10,28.11
<br />NN.
<br />FLOOR TRUSSES
<br />VERSION NO, 4.03 / 06.24.1 1
<br />CA 25948
<br />E] SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />Ei IRWIN J. BENSON,
<br />P.E. #49758
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<br />` rr ea PIPrTITLE:
<br />TYPICAL 2 STORY
<br />SECTIONS & DETAILS (MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 310623
<br />DATE ISSUED: 07.19.1 1
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH /AS
<br />S6
<br />2X4 BLOCKING 6 4$' O.C. MAX.
<br />W/ (2) 16d TOE NAILS a EACH
<br />END 4 GLUED TO ROOF
<br />5HEATHING
<br />2X4 LEDGER m 48' 01C MAX.
<br />VERTICALLLY NAILED TO FIRE CAULK
<br />TRUSS WEBS WI(2) Bd (TYP.)
<br />PRE ENGINEERED - 2' CLG.
<br />ROOF TRUSS @ 24' RUNNER
<br />O,C, MAX.
<br />1/2' x 6' WIDE DEN5ARMOR PLUS
<br />FIREGUARD C OR TOUGHROGK
<br />FIREGUARD C GYPSUM BOARD
<br />BATTEN STRIPS a EA. SIDE OF
<br />STEEL 'H' STUD (ONLY REQUIRES IF
<br />ATTIC AREA 15 ACCE551BLE.)
<br />2 x 4 5YF"2 x12' LONG
<br />SCAB EACH RBC CLIP
<br />W/ lod 0 3' O.C.
<br />51MP50N RBC g 36' O.C. W/ 6 -10dx1 I/2 NAILS
<br />INTO TRU55 BOTTOM CHORD /5CA5 4 (3)
<br />1/4'x2 3/4' TITEN 5CREW5 INTO MASONRY,
<br />NOTE: RBC CLIPS TO BE INSTALLED PRIOR
<br />TO FURRING STRIP INSTALLATION
<br />2' FLOOR RUNNER W/ 3116' DIA.
<br />x 13/4' TAPCON5 9 16' O.C.,
<br />5TD, 90• HOOK (SEE DETAIL)
<br />8'x8'X16' CONC, KNOCKOUT BLK. W/
<br />to
<br />1"5 ROD CONT. FILLED W/ GROUT
<br />R -3 MIN. INSULT. PER FBC
<br />(2001 ED.) 513- 602.I.A5 ..
<br />(1)'5 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 9 16' D.G. (2 ROW5)
<br />u
<br />z�
<br />3/4' PLYWOOD DECKING GLUED AND OL
<br />NAILED W/ 8d COMMON s 6 O/C Q
<br />EDGE5 AND 12' O.C. FIELD
<br />1/2' GYP. W.B. OR 3/6'
<br />PLYWOOD /TYPE 2 -M -W
<br />05B (C�RAIGTSTOPPING)
<br />TO BE NAILED W/ Sd N
<br />COMMON a 6' O/C TO ONE
<br />SIDE OF FLOOR TRUSS FO I' P.T.
<br />AN AREA 1000 50. FT 4 NAILER
<br />SEALED PENATRATION
<br />AREAS W/ FOAM. TOP CHORD
<br />DRAFTSTOP'P?NG SHALL BRG, FLOOR
<br />DIVIDE THE CONCEALED SYSTEM
<br />SPACE INTO APPROX.
<br />EQUAL ARIE'45.
<br />(1) LAYER 1112' HIGH STRENGTH OR 5/8' GYP.
<br />110. (OR 5/F3' GYP. TYPE 'X' 0 GARAGE W/ A
<br />HABITABLE ROOM ABOVE) W /1 -3/8'
<br />DRYWALL NAILS OR DRYWALL 5CRW5. It
<br />O.C. CEILING, 8' O.C. WALLS 4 4' O.C. EDGES
<br />FIRE ,4LL DET
<br />(2) LAYERS It DEN5GLA55 5HAFTL!NER
<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 />m EACH END
<br />15 LB ROOFING FELT (SHINGLES)
<br />1/16' 0.5.8. (FOR SHINGLE) OR 13/32'
<br />055 (FOR TILE) SHEATHING U.N.O. ' MIN. GAP (ONLY FIRE RE616TANT 055 1/16' (FOR
<br />REQUIRES IF TIC A A SHINGLE) OR 19/32' (FOR TILE)
<br />15 NOT ACC SI _ SHEATHING 4 ON EA. SIDE OF
<br />PARTY WALL
<br />BREAKAWAY CLIPS AS PER GEORGIA - PACIFIC
<br />SPECIFICATIONS g EACH SIDE OF EVERY OTHER
<br />STEEL 'H' STUD (46' Or- MAX) 4 IOFT OG VERTICALLY
<br />2X4 BLOCKING W/ (2) 10d TOE NAILS 6 EACH END
<br />PRE ENGINEERED ROOF TRU55
<br />PERPENDICULAR TO WALL 24' O.C. MAX.
<br />-- R30 INSULT MIN.
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/8' GYP. W5.
<br />W 11 -318' DRYWALL NAILS OR DRYWALL SCREWS. 1'
<br />\ - O.G.CEILiNG, 8' O.G. WALL5 4 4' O.G. EDGES
<br />`MOISTURE BARRIER
<br />\- I' P.T. NAILER
<br />\--USP HTA20 9 END OF TRUSS W/ ?0 -10d 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 />41) S VERT. IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />NOTES:
<br />1) SEPARATION WALL IN THE ROOF
<br />SYSTEM PROVIDES 2 -HRS PROTECTION
<br />PER GP WNI 495 -0143
<br />2) MASONRY WALL PROVIDES 2 -HRS
<br />PROTECTION PER UL -USO5
<br />4'x4' INSPECTION PORT 0
<br />EA. FILLED CELL (TYP.)
<br />-Ix P.T. BASE NAILER
<br />NAIL FLOOR TRUSS TO LEDGER
<br />5T D. 30' HOOK W/ 4- 106 TOENAILS (TYPJ
<br />(SEE DETAIL) 2ND FLR
<br />T 8'x8'x16' CONIC,
<br />KNOCKOUT BLOCK W/
<br />(1)'5 ROD CONT,
<br />FILLED W/ GROUT
<br />TOP CHORD BRG,
<br />FLOOR SYSTEM
<br />R -3 MIN. INSULT PER FBC
<br />(2001 ED.) 513-602.1.415G.1.1
<br />5CALE:N.T.S.
<br />FOR PROJECTS IN PA5C0 COUNTY -SEE DETAIL IIi54.1
<br />FOR INFO AT FLOOR DECKING d CEILING DIAPHR4iSM
<br />REFER TO 64.1 FOR ALT. FLOOR TRU88 CONNECTION
<br />(2) LAYERS I' DEN561_455 5HAFTL!NER
<br />INSERTED BETWEEN 2' FLOOR 4 CLG.
<br />RNNE RS W/ 2' STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF GYP. PANELS.
<br />3, /4' MIN. GAP (ONLY REQUIRED IF-
<br />XTIC AREA 15 NOT ACCESSIBLE)
<br />1/2'x 6' WIDE DENSARMOR PLUS
<br />FIREGUARD G OR TOUGHROCK
<br />FIREGUARZD C GYPSUM BOARD BATTEN
<br />STRIPS g EA. SIDE OF STEEL 'H' STUD
<br />(ONLY REQUIRES IF ATTIC AREA 15
<br />ACCESSIBLE.)
<br />P30 'N5UIL. MiN. -- A ��
<br />Z FRE- ENGINEERED
<br />FLOOR TRUSSES 2' FLOOR RUNNER W/ 3/16' DIA.
<br />24' 0/C MAX. x 13/4" TAPCONS 16' O.G.
<br />5TD, 90' HOOK (BEE DETAIL)-
<br />2X4 5YP BLOCKING Q 8'x8'X (o' CONC. KNOCKOUT BLK W/
<br />48' O/C W/ (2) 10d TOE 1#5 RpD CONT. FILLED W/ GROUT
<br />NAILS 6 EA. END (TYP.)
<br />8' CMU WALL
<br />R•-3 MIN. INSULT PER FBG -�
<br />(21001 ED.) 513- 602,I.4BC.1.I
<br />5�0
<br />SEE FLOOR PLAN NOTES
<br />FOR REQUIRED
<br />CONNECTION
<br />2 -ROUJS 12d NAIL5
<br />5T4,GGERED 6 12' O/C
<br />EACH FACE OR 3 -ROWS
<br />12d NAIL5 STAGGERED a
<br />12' O/C FOR 2 "xlO' OR
<br />GREATER HEADER
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