|
(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE [I
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR
<br />LESS.
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24- O.C. U.N.O.
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />7P,
<br />TTYTYP') VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />INSuLA rION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES4111--�
<br />5/8" OR 1/2" HIGH
<br />LUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />LUMINUM FASCIA
<br />GYP. TYPE "X"@ GARAGE
<br />W/A HABITABLE ROOM
<br />12. N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" 0 , C
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION ER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON F R
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1 x2 P.T. HO I NTAL
<br />NAILER
<br />C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />-,--TYPE "So' MORTAR
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />112" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />z:
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />/-NOTE:EXTEND
<br />W1.4XIII WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />z
<br />00
<br />;0
<br />6 MIL VAPOR--'
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS; TYP. 411 1-411
<br />STD. 90 HOOK (SEE
<br />U.N.O. L� - --I
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4"= V-0"
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB: \
<br />4"
<br />O.H.D. RECESS c
<br />PAVERS
<br />4' 60
<br />SEE A/S3 OR J/S6 L-IT
<br />i`_ I T F3"1 MIN. CLEARANCE
<br />IT
<br />FOR REINF. INFO.
<br />V, 4" (1 STOW I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR")
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />2x #2 SPF STUDS -
<br />@ 16" O.C. Will (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE-,
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />I lot 1 -1
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :5 8'.6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > V-13".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />6 x 6 WIA x W1.4
<br />WWF OR FIBERMESH
<br />9
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT rG G
<br />SEE TYP. WALL SECTION SCALE: 3/411=11-0"
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />//-2x S.P.F. D 611
<br />-44 2x STUD
<br />LOAD BEARING OR
<br />1-,*--
<br />EXTERIOR WALL
<br />81, C ' M ' U '
<br />1 "x P.T. STUD
<br />#5 VERT IN FILLED CELL
<br />SEE CC/S3 OR
<br />CN
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"x6. "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*USP SPT22 TYP.
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL---,,-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />-Ir=,
<br />F1 r= Fir=T Fir= I I L
<br />IE 9
<br />NOTE:
<br />"FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />I � 1-1 1 I� -ILl-ITITLUIT-1
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x WIA
<br />31/2" WWF OR FIBERMESH
<br />(min.) 4"--,,
<br />A.
<br />I F-19 I F--1 I Fadc, rF=T 7,-ioi,
<br />SCALE: 314"=1'-0" "I'l S3
<br />GRADE
<br />414:M -14141AM FLIA7
<br />) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4"=T-I "i'll S3
<br />EXPANSION JOINT BLOCK WALL BEYOND
<br />13" O.H.D. RECESS
<br />C14
<br />A 4.
<br />A
<br />A 4
<br />C1)
<br />17=1
<br />- 4- so
<br />4
<br />.4"
<br />SEEA/S30RJ/S6--- _lL1:Fp Fijr-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />114" (1 STORY)
<br />V-8" (2 STCIRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T S. ��S 3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @
<br />THIRD POINTS
<br />5/8" x 10" "J" BOLT @ 24" O/C W1 2"*X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />E
<br />5/8"OR 1/2" HIGH STRENGTH --
<br />(U.N,O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />USP SPT24
<br />CONNECTOR
<br />1/2" CDX PLYWOOD OR 7/16" 0 ' S ' B
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W1 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />5/811* x 11 "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />ELEV. II
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />All
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.) 211
<br />A.F.F.
<br />z
<br />3 1/2" MIN.
<br />ELEV. -0'-3 1/2"
<br />A.F F 1$0-100-
<br />U_
<br />to
<br />00
<br />-TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />518"OR 1/2" HIGH STRENGTH -
<br />W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.0,
<br />USP SPT24
<br />CONNECTOR
<br />1) ROW 2x BLOCKING @ MID HGT, FOR WALL
<br />HGT. < 81-611. (2) ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 861'.
<br />4NSULATION PER CHART ON FLOOR PLAN
<br />"On 01717`11) f1^KIKICr-rn0
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TRUSS ALIGNED WITH STUD BELOW
<br />-2'x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />--(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. � 8'-1 (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />--- _INSULATION PER CHART ON FLOOR PLAN
<br />00 00'r)) nnk1KI=r1'rn
<br />5/8" x 10" "T' BOLT @ 24" O.C. W/
<br />700/16" PLATE WASHER (TYP.)
<br />,2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" A X2X P.T. BOTTOM PLATE
<br />O.C. OR 5/8"xlO'WEDGE ANCHOR
<br />6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4
<br />VIII
<br />WWF OR FIBERMESH /WWF OR FIBERMESH
<br />1/2"(min ) - 4' 1 I-_
<br />_Lfti V11. 1, Flo
<br />(2) #5 CONT. P;
<br />41' V-41' 811
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP (@ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />31/2" MIN.
<br />44 to A I M 1/2"(min.)
<br />;0
<br />1/2"(min. I MI v I
<br />Lumi�um.
<br />(2) #5 CONT. 411 1-41'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP rcc
<br />SCALE: 3/4"=V-0" "'I S3
<br />-2x STUDS @ 16" O/C NOTE:
<br />ISULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR
<br />-7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL USP SPT22 CONNECTOR
<br />3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />-USP SPT22 @ EA. STUD 2x P.T. PLATE
<br />-2X P.T. PLATE 20- MIN. LAP [24" MIN. LAP] x SPACEANCHOR
<br />#5 REINFORCING BOLTS 6" MAX FROM
<br />-WEEP SCREED INSTALLED BAR END OF 2" x PLATE
<br />x
<br />PER MANUF.
<br />N"-#3 OR #4 REINFORCING BAR
<br />ur.,Aut 14V IvIfill. ry= 14 X zi
<br />#3 & #4 LAP SPLICE [GRADE 60 MIN, 116 x
<br />t. FINISH GRADE 25" MIN. LAP [30- MIN. LAP] CL
<br />>1
<br />x
<br />;0 LU
<br />=7 AAA 7 7 7 A 7974 1AA Cn
<br />6 MIL VAPOR I> to R 17/8"
<br />__--#5 REINFORCING BAR x
<br />#5 LAP SPLICE X (2) #5 CONT.-
<br />36" MIN. LAP [36- MIN. LAP] ON 3"CHAIRS 8it
<br />COMP. SOIL. (COMPACTED TO (TYP.) 11-411
<br />95% MODIFIED PROCTOR ASTM I -
<br />19_LF;_1_L1j=1:3 I.- - 10"
<br />W11. TTI
<br />D1557) _M'ff
<br />4- 1-4" '----#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL EXTERIOR FRAME WALL FOOTING L]LIi REBAR DETAILS F�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �3 SCALE: N.T.S.
<br />SLAB INFORMATION.
<br />FRAME -DOWN FALSE BEAM W1 (3) SEE PLAN SEE ROOF PLAN
<br />11 NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. x CONNECTION INFO
<br />SEE PLAN FOR jIll x & LAYOUT DESIGN
<br />TOP OF BEAM IV
<br />SEE ROOF PLAN 0?
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />/-2x4 P.T. CONNECTION INFO
<br />PLATE
<br />//1113.13. 2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16"O.S.B. SHEATHING
<br />COLUMN LOCATION z ATTACHED PER NAILING
<br />0) 0
<br />LU L_ SCHEDULE
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01011 CONT. BEAD SEALANT
<br />tv __j
<br />40
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />4. -31/2"
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 11/2'
<br />EMBEDMENT @ 12" O.C. W1 DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM --INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />_71
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB"",,
<br />6 x 6 W1.4 x W1.4
<br />C")
<br />OF �WWF OR FIBERMESH
<br />�4
<br />6 MIL VAPOR
<br />BARRIER
<br />M111=111
<br />I �l 7=1 Li r
<br />IL 1) _11 11 11
<br />4 H 411
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0" "'I �M
<br />SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO,
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3"TAPCONS AT 8"
<br />O.C.
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />- - - - - - 110
<br />I ILI] LTA 101120 1.11 LTA I I k,
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. !� 8'-1 (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > V-13".
<br />1/2' GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8- EXPANSION BOLT @24 to O.C.
<br />W/ To EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) s
<br />E
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C.?
<br />C)
<br />..2111 �Igl 114:
<br />811
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT rG
<br />SCALE: 3/4"=V-0"
<br />4 .4 /nit nr-r%r-ein re%n X/Apip.q C - D %All A - Ill A
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (@ S.G.D. i""`�M
<br />SCALE: 3/4"=V-0" \ S 3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />y EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\ MAT REINFORCING. c-4
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<br />0
<br />11=1 I JEE1 =,tj =1 I 1=1 I I=' BEYOND
<br />PAD REINFORCEMENT-) , 3" MIN I CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />I SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S.
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<br />To t e best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTE
<br />PLOT DATE: 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />1122
<br />JOB NO: 17-1800
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />jI, 11,1i"ild, � IIIIIIIIA'Willi tiraAhMAYU II � 1 1 t A I I A 1, 11.d_ I III, Ili illd"JifiIII IIIIIIII
<br />
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