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-A
<br />V (1) ROW 2x BLOCKING @ MID
<br />2x#2SPFSTUDS -\ HGT,FORWA11 HGT. !� 8'-6".(2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING@ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-16".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q
<br />(1) LAYER TYPE 11 (#30) CHAIRS (TYP.) WWF OR FIBERMESH CIO
<br />UNDERLAYMENT FOR
<br />ROOF PITCH 4:>12 & (2) LAYERS A*
<br />TYPE I OR TYPE 11 (#15 OR #30) A
<br />9
<br />UNDERLAYMENT FOR ROOF ItTI F1 1-1 r--' I
<br />FOR UNDERLAYMENT PITCH 4-<-12.
<br />1 r
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 11 :1=, F�Ll r--,
<br />TRUSS @ 24" O.C. U.N.O.
<br />12 1 1=1 I
<br />TTT
<br />HURRICANE ANCHOR @ EACH
<br />_z�Ty(TYP.) V TRUSS (SEE UPLIFT SCHED.) W/
<br />7p, ARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />INSULArION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG 113""'IIIIIIIII"llil
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"'0" S3
<br />SN1 =nD Ar-Ar-11-1-InKlAl Q1 AD
<br />VARIE
<br />ELEV SA
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM 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 />T
<br />12"
<br />N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O,C.
<br />SHEET
<br />LOAD BEARING OR
<br />CEILING & 8" O.C. WALLS
<br />8,,x8"Xl 6" KNOCK -OUT
<br />EXTERIOR WALL
<br />INSULATION PER
<br />BLOCK W/ 1 #5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID WIGROUT
<br />PLAN
<br />SEE CC/S3 OR
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE 'IS" MORTAR
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP.
<br />------ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL---,,
<br />U.N.O.
<br />CELLS(SEE
<br />FOOTING MONO SHOWN
<br />FOUNDATION PLAN
<br />FOR CLARITY
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE:
<br />*FOR BEARING WALL
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY
<br />MIN. 2500 PSI CONIC. SLAB
<br />AT GARAGE CONTRACTOR
<br />2 L, f
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />I I ��ELI F_
<br />:F,
<br />CONCRETE SLAB W1 6X6
<br />/-NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALI
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />00 z
<br />-11111 ]111 it It
<br />6 MIL VAPOR-/
<br />BARRIER
<br />I> 4
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROC TOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP.
<br />4"
<br />V-4"
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />K*A�
<br />SCALE: 3/4" = V-0"
<br />S3
<br />5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />(U.N.O.) (OR %i'GYP. TYPE 'I @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "I @ 2-16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR
<br />SHEATHING REQ'D. FOR ALL ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < T-13". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-15". FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24"O.C. W1 SP SPT22 CONNECTOR
<br />2"x3/16" PLATE WASHER (TYP.) 7'0/16" PLATE WASHER (TYP.)
<br />C0 ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"1 TITEN HD @ 24" x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />OL P x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4
<br />A. F. F. '-F
<br />@ 24" O.C.) 211 WWF OR FIBERMESH @ 24"O.C.) 211 WWF OR FIBERMESH
<br />4* ,,-3 1/2" MIN 3 1/2" M IN.
<br />4-
<br />.-4 1 4 4 4 4 ELEV. 4-3 1/2" OL I.-
<br />4, 4 4 4 AFF
<br />T� LIU= ILIT-i-i.
<br />4 ILL 771 t>
<br />1/2"(min.)- 1/2"(min.)
<br />2x4 CON LL
<br />4 4 4" -4-
<br />LI
<br />4 z
<br />11/2'( --.4".
<br />CNI 00 " A - . Ill =� =ILI= I= 00 - -4. 41 IEE� JjIF
<br />.. IL g=
<br />(3 '1/1
<br />"(min).7
<br />4 /2"(min.).- 4,"j 31/2"(min-.).7
<br />GARAGE DEPTH VARIES N
<br />W
<br />III I I 1=1 I 1=1 -111=1R-WO I='
<br />�1 �r_
<br />LUE, I I e�611 711�11�:Ii
<br />it 7
<br />q 1E _EE = . . . . 1, 1,
<br />III C
<br />(2) #5 CONT. . . 811 (2) #5 ONT. 81,
<br />4" T-4" 4"
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL rc`,IIIIIIIII� TYPICAL BEARING WALL @ STEP rcc
<br />SCALE: 3/4"=V-0" I",i, S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 ) SCALE: 3/4"=V-0" S3
<br />" 10-1-1
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?G10. SSG
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. S UDS) @ 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (1) ROW 2x BLOCKING @ MID HGT.
<br />81, C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C NOTE: FOR WALL HGT. 15 8'-6". (2)
<br />THIRD POINTS ROWS 2x BLOCKING @ 3rd PTS
<br />1 "x P T STUD ��ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR 7FOR WALL HGT. > T-16".
<br />ADDITIONAL INFORMATION
<br />0*
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />04 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE
<br />5/8"' x 10" '1 BOLT @ 24" O/C W/ 2"X 3/16" FMETAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE.
<br />5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK mi -5/8"- EXPANSION BOLT @24 " O.C.
<br />@ 24" O.C. VERT, OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 71
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 5 IN. T E
<br />(6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR E
<br />6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20' MIN. LAP [24" MIN. LAP] #5 REINFORCING x BOLTS 6" MAX FROM .4 x W1.4 III:
<br />SPACED EVENLY x 6x6W1
<br />FIBERMESH BAR
<br />CNI /-WEEP SCREED INSTALLED x x END OF 2" x PLATE WWF OR FIBERMESH
<br />----2x P.T. PLATE -1 1 - F I C?
<br />PER MANUF.
<br />#3 OR #4 REINFORCING BAR X LU
<br />ASSUMED FINISHED �:E . 11 .. . . \' 40ksi / U A
<br />GRADE t> #3 & #4 LAP SPLICE GRADE 40 MIN. Fy x =
<br />>< a.
<br />[GRADE 60 MIN. Fl== 60ksil x > 7 9
<br />FINISH GRADE 00 2 MIN. LAP [30" MIN. LAP] a.
<br />t> 25 r . .. ...
<br />L LU
<br />00 11� A mm-r;- 0? ;Zxx\ XA7
<br />R tP
<br />6 MIL VAPO THE, I E�1� ... .... R 17/8"
<br />1=1 I 1=1 I I= #5 REINFORCING BAR
<br />E - -
<br />E ''Ll F;=.1 I 1- 1 (2) #5 CON
<br />1-111-11 1_1 #5 LAP SPLICE .. ....
<br />ON 3" CHA
<br />36" MIN. LAP [36" MIN. LAP]
<br />V-4" 8"
<br />�2 COMP. SOIL. (COMPACTED TO (TYP.)
<br />�ILI IT IT 101,
<br />�U ril=111=111
<br />95% MODIFIED PROCTOR ASTM Tl:== I t I I It.1 x/ --y-yyy \xxl
<br />17 H
<br />U�,,T
<br />rt , T lr=, -, F1 �= F1 D1557) - r� I,
<br />-'---#6 REINFORCING BAR #5 STD. 90 HOOK
<br />I F 411 10-41'
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />DONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING (""E� REBAR DETAILS rF WALL W/ UPLIFT rG
<br />SCALE: 3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO 13"
<br />O.H.D. RECESS
<br />RECEIVE PAVERS DRIVEWAY
<br />BLOCK WALL BEYOND
<br />CONCRETE SLAB I
<br />14" -ro Cl)
<br />H.D. RECESS 2 04
<br />PAVERS
<br />(71) -4
<br />I f
<br />1h= .
<br />IL
<br />2 4
<br />00
<br />EI r-21 M
<br />`4
<br />tr=.l I I F1 r= 1 I=_
<br />0?
<br />=1 I M I= U1 Ir-44 -7 R-
<br />_T
<br />SEE A/S3 OR J/S6 HTI gllW
<br />14-1 FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. ... ... MIN. CLEARANCE V-8" (2 ST2RY)
<br />(1 STORY) V-8" (1 STORY W/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS
<br />1 1 1 8" (2 STOR") SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />GARAGE DOOR SLAB RECESS ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0"
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--\ A GRADE
<br />00 F--=l J�E
<br />L L 5=_.,
<br />I M-0) #5 REBAR W/ OPT.
<br />_ 7SCRFFN FNCLOSURE
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2%, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01011 CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />-3 1/2"
<br />7!?�,::,�GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 11/2'
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />2
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />B
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />0?
<br /><
<br />6 MIL VAPOR
<br />BARRIER 1 11 1
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=1'-0" S3
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />E
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<br />EE
<br />4 111
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<br />SEE A/S3/J/S6 44 4*1 Y.- 4
<br />FOR REINF. INIF 0.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (@ S.G.D. rI�
<br />SCALE: 3/4'1 S3 )
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\ MAT REINFORCING. !Z1
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<br />_;J1 I- BEYOND
<br />PAD REINFORCEMENT
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S. S3
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<br />To the 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 />PLOT DATE 12/7/2012
<br />TECH: FFLORES
<br />VERSION NO.
<br />JOB NO: 16-6649
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|