|
12
<br />,�(:T\YP.) VARIES
<br />Y' HIGH STRENGTH CD- /
<br />GYP. BOARD OR W WALL
<br />BOARD (OR %' GYP.
<br />TYPE 'X' m GARAGE W/A
<br />HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS o T O.G. CEILING
<br />4 8' O.C. WALLS
<br />R30 MIN. BATT OR
<br />BLOWN INSULATION
<br />Ix2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90- HOOK (SEE
<br />DETAIL)
<br />R4.1 MIN. INSULATION ON -
<br />EXT_ BLOCK WALLS
<br />Ix2 PT WD FURRING • 24' O.C.
<br />1/2' GYPSUM WALLBOARD U.N.O.
<br />(1) LAYER UNDERLAYMENT FOR ROOF PITCH >4:12 4
<br />(2) LAYERS UNDERLAYMENT FOR ROOF PITCH <4:12,
<br />- PRE ENGINEERED WOOD TRUSS s 24' O.G. UXO.
<br />HURRICANE ANCHOR • EACH TRUSS
<br />F(SEE UPLIFT SCHED,) W/ METAL PL.
<br />UNDER EA. TRUSS
<br />�—MOISTURE BARRIER
<br />/ROOF COVERINGS �.
<br />1/16' 0-5.5. MIN. SEE ROOF NAILING
<br />SCHEDULE ON SHT, SNI
<br />ELEV. VARIES
<br />ELEV. VARIES
<br />I" x 2" FURRING
<br />I" x 6" ROUGH 5AHN CEDAR
<br />12' U.N.O. 2x4 5PRUGE 5U5 FA5GIA
<br />12" ALUMINUM
<br />Ix2 P.T. NAILER VENTILATED SOFFIT
<br />ALTERN,4TE F46CIP4
<br />CONTINUOUS TO FOOTER BELOW SO' HOOK DETAIL
<br />ALUMINUM K.O. BLOCK
<br />DRIP EDGE
<br />ALUMINUM FASCIA
<br />\12U.N.O. C2x4 SUB FASCIA
<br />01
<br />2' ALUMINUM
<br />VENTILATED SOFFIT
<br />8'x8'XI6' KNOCK -OUT
<br />BLOCK W/ 105 CONT.
<br />FILLED SOLID W/GROUT 20' MIN. LAP
<br />8' C.M.U. TYPICAL #3 OR #4 REINFORCING BAR
<br />T- PE 'S' MORTAR 03 4: 04 LAP SPLICE
<br />FINISH
<br />(1) 05 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4'x4' INSPECTION
<br />FORT AT EACH
<br />3 1/4' BASEBOARD
<br />FILLED CELL TYPICAL
<br />2500 PSI CONCRETE
<br />z
<br />MIN. 2500 PSI GONG- SLAB
<br />SLAB W/ 6x6
<br />(MIN 3000 PSI CONC. SLAE
<br />WIA x WIA WWF OR
<br />FOR HERNANDO CO. ONLY)
<br />F15ERMESH
<br />z�
<br />JULO
<br />�
<br />LLlLLu
<br />Z
<br />//
<br />\
<br />Q dJ
<br />6 MIL VAPOR
<br />D
<br />BARRIER
<br />—
<br />//
<br />GLEAN POISONED AND
<br />COMP. SOIL. (COMPACTED
<br />(2) $5 REBAR CONT. ON
<br />TO 95% MODIFIED
<br />3' CHAIRS TYP- U.N.O.
<br />3' IN
<br />GLR
<br />PROCTOR ASTM D1551)
<br />1'-4' STD. 50' HOOK
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />SCALE: N.T.S. 53
<br />(U ROW 2x BLOCKING • MID
<br />HGT. FOR WALL HGT. :- V-6'.
<br />(2) ROWS 2x BLOCKING 9 3rd
<br />PTS FOR WALL HGT. > 64o'.
<br />1/2' GYP, WB (MIN.) 9 GARAGE SIDE
<br />IF APPLICABLE.
<br />SEE LAP SPLICE DETAIL
<br />25' MIN LAP R I -7/8"J
<br />#5 REINFORCING BAR #5 REINFORCING
<br />05 LAP SPLICE BAR
<br />36' MIN. LAP 05 STD. 300 HOOK
<br />#6 REINFORCING BAR
<br />% LAP SPLICE
<br />RE8,4R DET,41 L5 F
<br />SCALE: N.T.S. we3
<br />2x 5.P.F. 5TU1?5 ® Ib" O.G.
<br />2x STUD
<br />LOAD BEARING OR
<br />I (
<br />EXTERIOR WALL
<br />8" G.M.U.
<br />I I "x P.T. STUD
<br />SEE GG153 OP
<br />`v #5 VERT. IN FILLED CELL
<br />6/53 FOR ANCHOR
<br />I 5/8" x b" EXPANSION
<br />BOLT INFO-
<br />BOLT @ 24" O.G. VERT.
<br />OR 5/8"xb" "J" BOLT5
<br />*U5P 5PT22 TYP.
<br />2x P.T. PLATE
<br />ASSUMED
<br />FINISHED GRADE
<br />MONO OR 5TEMWALL
<br />- - - - Z
<br />-3
<br />FOOTING MONO 5HONN ; D "p o
<br />FOR CLARITY
<br />°
<br />D C
<br />yy
<br />L
<br />NOTE:
<br />'FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />FRAME
<br />WALL TO G.M.U. WALL CONNECTION D
<br />2x P.T. PLATE 1/4' � X 3 1/4' TAPGONS 9 24' O/C 4 SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 23
<br />• 6' MAX FROM END OF 2 x PLATE ADDITIONAL SLAB INFORMATION.
<br />(2) "5 CONT. ON 3' 6 x 6 WIA x WIA
<br />CHAIRS (TYP.) WWF OR F15ERMESW TYPICAL G.M.U. BLOCK WALL
<br />GALVANIZED METAL STOP
<br />5EGURED TO WALL TO RUN
<br />/ \ \ ; •\/�\/ GONTINUOU5 AND LEVEL AT A
<br />\\� MINIMUM OF 8" ABOVE GRADE.
<br />E5T. GRADE
<br />ELEVATION
<br />8' 1'-4' TOP OF SLAB
<br />? cA
<br />TYPICAL INTERIOR BEARINGS _'-
<br />WALL W/OUT UPLIFTS - -
<br />5EE TYP. WALL SECTION FOR SCALE: 3/4'=1'-O' S3 FIN16I4 TEXTURE 5REAK K"H
<br />ADDITIONAL 5LAB INFORMATION. SEE TYP. WALL SECTION FOR 5GALE: N.T.5. 53
<br />ADDITIONAL INFORMATION.
<br />EXPANSION JOINT FORMED U51N6
<br />1/2" EXPAN5ION JOINT MATERIAL 3/4" REGE55 FOR
<br />RIEP THICKEN 5LAB EDGE BETWEEN V RIE S.G.D. (U.N.0)
<br />5/4" REGE55 FOR 6 x 6 HI A x NIA DOOR FRAME5 A5 5HONN 5EE A/53 FOR
<br />5.6.0. (U.N.O.) WWF OR FIBERME5H FINISHED CONCRETE LANAI TO REINF. INFO.
<br />a RECEIVE BROOM FIN15H U.N.O.
<br />I
<br />a/�/ ' 7 \� — — —.' c \ \ a s
<br />A A'
<br />c
<br />e A
<br />/ d \ 4. 4 a
<br />SEE A/53 FOR
<br />REINF. INFO. 41'-4' 8" (1) #5 GONT. 1'-4' N-STORY) SEE A/53 OR J/56>
<br />C='TION #I 4, 8, 1'-0' (2-STORY) S, FOR REINF. INFO.
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL SLAB INFORMATION. OPTION 02
<br />SL,45 STEP 4 RECESS S G.D_ 1„1 SEE TYP. THICKENED SLAB EDGE DETAIL
<br />5GALE: 3/4"= I'-O"
<br />53 ON SHEET 53 FOR OUTER EDGE OF LANAI
<br />SGALE: 3/4"= I'-O"
<br />NOTE:
<br />SEE SECTION C/63 FOR
<br />ADDITIONAL INFORMATION
<br />USP 5FT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACE ANCHOR BOLTS
<br />6' MAX FROM END OF
<br />2' x PLATE
<br />d .
<br />(2)45 CONT. \
<br />ON 3' CHAIRS
<br />(TYP.) 8'
<br />`(1) ROW 2x BLOCKING g MID
<br />HGT. FOR WALL HGT. < 6'4'.
<br />(2) ROWS 2x BLOCKING 9 3rd
<br />PTS FOR WALL HGT. > 8'4'.
<br />1/2' GYP. WB (MIN.) a GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8't EXPANSION BOLT • 24' O/C
<br />�W/ 5' EMBEDMENT (MIN. SHEAR
<br />35000 MIN, TENSION 2(o00")
<br />6 x & WIA x WIA
<br />WWF OR FIBERMESH
<br />1� min_
<br />TYPICAL INTERIOR
<br />BEARING WALL W/ UPLIFT
<br />SCALE: 3/4'= 1'-0' S3
<br />6x(bHIAxNIA
<br />WWF OR FIBERME5H
<br />N Z a A A
<br />4,.
<br />z,
<br />T'rP I CAL TH I C<ENED S
<br />SEE TYP. WALL 5EGTION FOR
<br />ADDITIONAL SLAB INFORMATION.
<br />GRADE
<br />(1) #5 GONT.
<br />5 EDGE I L.
<br />5GALE: 3/4"=I'-O" 53
<br />CL MASONRY WALL AND MASONRY WALL AND
<br />PAD FOOTING PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL GELL5
<br />TO FOUNDATION PAD
<br />GONT. FOOTING STEEL MAT REINFORCING.
<br />Z GRADE m —
<br />w w z /\/\ • \ \ \� w
<br />Ci
<br />D�LU N //\\ • • • • ZIL
<br />0 \ //� �///\/// /�/ /// ///-FOOT( NG W
<br />BEYOND 0
<br />PAD REINFORCEMENT
<br />( 'MIN. CLEARANCE
<br />SEE SCHEDULE)
<br />FOOTING: WIDTH
<br />SEE SCHEDULE
<br />P,'4TI0 COLUMN FTC . DET,41L N
<br />SEE TYP. WALL SECTION FOR 5GALE: N.T.5. S3
<br />ADDITIONAL INFORMATION.
<br />FIRE RESISTANT 055 -I/16' SHEATHING 4'
<br />ON EA. SIDE OF WALL NOT STAGGERED
<br />2X4 LEDGER IN 48' OVER PARTY WALL
<br />O/C MAX 1/16' 0.6$. SHEATHING URO.
<br />VERTICALLLY NAILED 15 LB ROOFING FELT (SHINGLES)
<br />TO TRUSS WEBS W/(2)
<br />ad (tl-P,) [r2X4 BLOCKING • 48' O.G. MAX. W/ (2) 16d TOE
<br />PRE ENGINEERED AILS • EACH END 4 GLUED TO ROOF
<br />ROOF TRUSS • 24' HEATHINGO.C. MAX. IRE CAULK r2' CLG. RUNNER
<br />(2) LAYERS I'x
<br />TYPE 'X' GYF
<br />BETWEEN 2' F1
<br />RUNNERS W/ 2'
<br />BETWEEN ADJ4
<br />GYP. PANELS,
<br />2' FLOOR RUNIS
<br />W/ 3/16' DIA, x
<br />3/4' TAPCONS
<br />16' O.G.
<br />4' PROPRIETARY
<br />PANELS INSERTED
<br />BURN CLIPS AS
<br />PER
<br />OOR 4 CLG.
<br />SPECIFICATIONS
<br />NAIL
<br />STEEL H STUDS
<br />LEDGER ONLY
<br />• EA(
<br />CENT PAIRS OF
<br />'H' STUD
<br />ER
<br />STD. 90° HOOK
<br />�`
<br />�':.:
<br />(1) LAYER 1/2' HIGH
<br />(SEE DETAIL)
<br />"''
<br />GYP. WB. 1-3/8'
<br />OR DRYWALL 5G
<br />N
<br />NOTES:
<br />1)SEPARATION WALL IN THE
<br />ROOF SYSTEM PROVIDES
<br />2-HRS PROTECTION PER GA
<br />ASW1000
<br />2) MASONRY WALL
<br />PROVIDES 2-HRS
<br />PROTECTION PER UL-U505
<br />FIRE WALL MFG.
<br />ED INTO 2x4
<br />A SIDE OF STEEL
<br />2X4 BLOCKING 6 48' O.G. MAX
<br />W/ (2)16d TOE NAILS s EACH
<br />END 4 GLUED TO ROOF
<br />SHEATHING
<br />2X4 LEDGER 9 46' O/C MAX -
<br />VERTICALLLY NAILED TO
<br />rRUSS WEBS W/(2) Sd (TYP.)
<br />PRE ENGINEERED
<br />ROOF TRUSS * 24'�
<br />O.C. MAX.
<br />SIMPSON RBC 9 36' O-C. W/ 6-IOdxl 1/2
<br />NAILS INTO TRUSS BOTTOM
<br />CHORD/SCAB 4 (3)1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY.
<br />RE
<br />NG
<br />2 x 4 SYP"2 AV LONG SCAB 6 EACH-/
<br />RBC CLIP W/ 10d 6 3' O.G.
<br />STRENGTH OR 5/8' 2' FLOOR RUNNER W/ 3/16' DIA.
<br />DRYWALL NAILS x 13/4' TAPCONS • 16' O.G.
<br />WS T O.C. CEILING, STD. 90' HOOK (SEE DETAIL))
<br />O.C. EDGES 8'x6'XI6' CONIC. KNOCKOUT BLK W/
<br />SCAB a EACH 145 ROD CONT. FILLED W/ GROUT
<br />3' O.G.
<br />' O.G. W/ 6-IOdxl 1/2'
<br />OTiOM
<br />CHORD/SCAB 4 (3) 1/4'x2 3/4' TITEN
<br />SCREWS INTO MASONRY.
<br />(TYPICAL ON BOTH FACES OF WALL)
<br />8'x6'X16' CONIC. KNOCKOUT BLK
<br />WAS ROD CONT. FILLED W/ GROUT
<br />(1) 05 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />4'x4' INSPECTION PORT AT
<br />6x6 WI.4xWIA WIUF EACH FILLED CELL TYPICAL
<br />/ / 6 t>
<br />(2) 05 GONT. STD. wo HOOK
<br />8' 16' 8' (SEE DETAIL)
<br />ALT. FIRE WALL DETAIL AT COMMON WALL r17
<br />SCALE: 3/4'= I'-O'
<br />8'x8'x16' GONG. KNOCK OUT
<br />BLOCK W/ (U 05 ROD CONT,
<br />IN FILLED SOLID GROUT
<br />8'CONC. BLK
<br />TYPE 'S' MORTAR
<br />(1) 05 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />.4'x4' INSPECTION PORT AT
<br />EACH FILL CELL TYPICAL
<br />"Sxlo CONT. FOOTING W/
<br />(2) 05 CONT, ON 3' CHAIR
<br />DOUBLE CMU W,4LL SECTION C
<br />SCALE: 3/4'=I'-O' S3
<br />-(2) LAYERS I'44' PROPRIETAR'
<br />TYPE 'X' GYP. PANELS
<br />INSERTED BETWEEN 2' FLOOR 4
<br />CLG. RUNNERS W/ 2' STEEL H
<br />STUDS BETWEEN ADJACENT
<br />PAIRS OF GYP. PANELS.
<br />2X4 BLOCKING W/ (2) 10d TOE
<br />NAILS m EACH END
<br />FIRE CAULK 15 LB ROOFING FELT
<br />(SHINGLES)
<br />2' CLG, l/16' O.S.B. SHEATHING URA.
<br />RUNNER FIRE RESISTANT 055 7/1(o'
<br />SHEATHING 4' ON EA SIDE OF
<br />WALL NOT STAGGERED OVER
<br />PARTY WALL
<br />" MIN- GAP / n \
<br />BURN CLIPS AS PER FIRE WALL
<br />MFG. SPECIFICATIONS NAILED
<br />INTO TOPBOT. PLATE ONLY m
<br />EACH. SIDE OF STEEL 'H' STUD
<br />PRE ENGINEERED ROOF TRUSS
<br />PERPENDICULAR TO WALL • 24'
<br />O.G. MAX.
<br />-2X4 BLOCKING W/ (2) 10d TOE NAILS
<br />f EACH END
<br />(1) LAYER 1/2' HIGH STRENGTH OR 5/5'
<br />GYP. WB. W/I-3/8' DRYWALL NAILS OR
<br />DRYWALL SCREWS. 7' O.C.CEILING, 8'
<br />O.G. WALLS 4 4' O.G. EDGES
<br />-MOISTURE BARRIER
<br />USP WTA20 * END OF TRUSS W/ 10-I0d
<br />x 11/2' NAILS INTO TRUSS 4 4'
<br />EMBEDMENT INTO CONCRETE (NOTE:
<br />INSTALL HTA20's PRIOR TO
<br />INSTALLING THE PROPRIETARY
<br />PANELS
<br />(1) 05 VERT, IN FILL CELLS (SEE
<br />FLOOR PLAN FOR LOCATIONS)
<br />- (U *5 VERT. IN FILL CELLS (SEE
<br />FOUNDATION PLAN FOR LOCATIONS)
<br />4'x4' INSPECTION PORT AT
<br />6x6 WI,4xW1.4 WWF EACH FILLED CELL TYPICAL
<br />d
<br />0
<br />(2) 'S GONT. STD. 900 HOOK
<br />8' 16, 8' (SEE DETAIL)
<br />ALT. FIRE WALL DETAIL AT COMMON WALL g
<br />cJ3 I SCALE:3/4'=I'-O' 53
<br />P.T. 2x4 1/2" GYP. BD.
<br />50LE PLATE HOLD GYP. BD.
<br />1/2" FROM 5LA5
<br />O� I_oI' GONT. BEAD SEALANT
<br />` .
<br />_4 2X STUDS @ 24" O.G. U.N.O.
<br />v
<br />a"
<br />CONCRETE NAILS INTERIOR 7ARACE
<br />W Il'4" EMBEDMENT ® 12" O.G.
<br />STAGGERED, FROM BOTTOM 1/2" GYPSUM NALLBOARD U.N.D.
<br />PLATE TO CONCRETE H/ DRYWALL 5GREN5 ® 8"O.G.
<br />(MIN. SHEAR 180#
<br />RII (MIN) U.N.O.
<br />MIN. TENSION 120#)
<br />GONT. BEAD SEALANT
<br />CONCRETE 5LAB
<br />6x6NIA xH1.4
<br />NHF OR FIBERME5H
<br />BARIRIERPOR a
<br />(1) #5 5TEEL (GONT.)
<br />ON GHAIR.5
<br />INTERIOR W,4LL 5L,45 STEP NON-51RG. K
<br />SEE TYP. WALL SECTION FOR 5GALE: 3/4"=1'-O" 53
<br />ADDITIONAL SLAB INFORMATION,
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoenginee6ng.com
<br />CA 25948
<br />o
<br />o
<br />Ln
<br />uj
<br />z
<br />ONE
<br />Ln
<br />0 � o�
<br />z E> 'COD V10
<br />C CMGo
<br />a0�0O
<br />°°
<br />Z ~ 0'
<br />z E
<br />uu
<br />W3�
<br />W
<br />z
<br />o
<br />0
<br />LLI si
<br />Lu Z
<br />= w
<br />w
<br />C) 0
<br />= Z
<br />Q z
<br />0
<br />0 0 U
<br />Z '- L'L
<br />Q �
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND
<br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH THE FLORIDA RESIDENTIAL BUILDING
<br />CODE, SECTION R301 FOR 119.9 MPH, 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL PRESSURE
<br />COEFFICIENT=±0.18) WIND ZONE (20D4 EDITION,
<br />INCLUDING 2WS & 2006 SUPPLEMENTS).
<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 />02007-THESE DRAWINGS AND DESIGNS ARETHE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LUC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />VERSION NO. 1.00 / 06.14.07
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />Tg IRWIN J. BENSON,
<br />P.E. #49758
<br />ANDREW D. HAROLD,
<br />P.E. #66715
<br />ENGIN,EER SEAL:
<br />SHEET TITLE:
<br />SECTION, DETAILS, NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 270757
<br />DATE ISSUED: 06.14.07
<br />DRAWN BY: TJB
<br />REVIEWED BY: DZ
<br />S3
<br />7 r r IT I _ TT _. _- — _- - - --y--: _ TT TIF Rk ki i. A.T4ITF-
<br />
|