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(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR
<br />ROOF PITCH 4:>12 & (2) LAYERS
<br />TYPE I OR TYPE 11 (#15 OR #30)
<br />UNDERLAYMENT FOR ROOF
<br />FOR UNDERLAYMENT
<br />PITCH 4.-<-12.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />(TYP.) VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />INSULAFION LE
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<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 />1, N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID WIGROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />-,,-TYPE "S" MORTAR
<br />------ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />1/2" 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 />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />X,
<br />z
<br />00
<br />6 MIL VAPOR
<br />2�
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP. 4" V-4"
<br />STD. 90 NOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />III
<br />SCALE: 3/4" = V-13"
<br />�3
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB:: 1 4 '
<br />O.H.D. RECESS
<br />PAVERS -11
<br />I
<br />SEE A/S3 OR JIS6
<br />FOR REINF. INFO.
<br />N
<br />A1111
<br />0?
<br />3" MIN. CLEARANCE
<br />1 �f4- (1 STORI) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.)
<br />1 j8" (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. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE--\
<br />(2) 45 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />Iff='I TII=M�.11
<br />.M= .'M
<br />L Tr�hi
<br />I mi, - - - , �_i -
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :� 8'4'. (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > V-6".
<br />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
<br />.6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH co
<br />=C)
<br />I I �Tlr fillE
<br />1 8" 1 1`r _L�
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT �GG
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CCIS3 OR -
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP. -
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />SCALE: 3/4"=1'-0" l`i,, S3
<br />2x S.P.F. STUDS @ 16" O.C.
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x STUD
<br />81, C ' M * U '
<br />1 "x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />CN
<br />5/8"x6l' "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />D� 00
<br />CN
<br />I ILI r�
<br />MI riLl ri
<br />'Ll F
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" OR 7/16" OSI3 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 W/ 2X 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 />6 MIL VAPOR BARRIE
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE ")C@
<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" O.S.B..
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />W/ 8d
<br />SHEATHING 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 />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />OIL.
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />A. F.F.
<br />@ 24" O.C.) 211
<br />z
<br />3 1/2" M IN.
<br />ELEV. 4-3 1/2"
<br />j, p
<br />..
<br />A.F.F. "lro
<br />0
<br />11'
<br />-it,
<br />UL
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8"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.O.
<br />USP SPT24
<br />CONNECTOR
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > V-13".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />USP SPT22 CONNECTOR
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/-
<br />2"x3/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O�C. OR 5/8"x1 O'WEDGE ANCHOR
<br />6x6W1,4xW1.4
<br />@ 24" O.C.)
<br />WWF OR FIBERMESH
<br />f2��)
<br />1 -1 1 1�1 I I=.'LLb,
<br />CID 4 0. ItF
<br />_U 1-1 1.
<br />ELI - 11111 11 11
<br />(2) #5 CONT. 4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL �C
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />9GS. lv�p
<br />00�
<br />-2x STUDS @ 16" O/C
<br />ISULATION PER CHART ON FLOOR PLAN
<br />-7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 r`IOOK DETAIL
<br />3RD LAYER 1/8" THICK. (@ K.O. BLOCK
<br />-USP SPT22 @ EA. STUD
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W1
<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. < T-611. (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />-4NSULATION PER CHART ON FLOOR PLAN
<br />-USP SPT22 CONNECTOR
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />/WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />P
<br />. ...... .. 7 �. .� - . , .
<br />J?. dj_L7=,
<br />2�
<br />00 =t IF
<br />11-1114 a,
<br />(3' '(i
<br />1/2 minil 4,
<br />1 1�7111 =1
<br />FLI 17=1 Iffl, rl r_rzl.:
<br />71 [E;- -= I I I IEI I F
<br />(2) #5 CONT. 4" -111 11 1,11 1 1 1 IV
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />SCALE: 3/4"=V-0" Q�3
<br />-2X P. I. PLA I E 20- MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />BAR
<br />-WEEP SCREED INSTALLED
<br />PER MANUR
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />FINISH GRADE 00 25" MIN. LAP 130- MIN. LAP] [GRADE 60 MIN.
<br />0?
<br />R 17/8"
<br />----#5 REINFORCING BAR
<br />Fir
<br />#5 LAP SPLICE
<br />I T
<br />I ff __ T __ _11 I
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1 557)
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2%, HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />*0L,-0'1 CONT. BEAD SEALANT
<br />O.C. U.N.O.
<br />EXPANSION JOINT BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24
<br />-3 1/2"
<br />GARAGE
<br />O.H.D. RECESS
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />co CONCRETE NAILS W 11/2' W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />—-INSULATION PER CHART
<br />STAGGERED, FROM BOTTOM
<br />CO
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />(MIN. SHEAR 180# MIN. r_
<br />E=
<br />00 C
<br />TENSION 120#) ONCRETE SLAB-,,.-
<br />41 6 x 6 W1.4 x W1.4
<br />C0
<br />E 7,
<br /><
<br />I if �1_1_1= LI I �Ej
<br />-L-IFT C-N
<br />_-I I 1=1 I 1E1 I F�l I 1EE
<br />SEE A/S3 OR J/S6 ETI 17 M 6MILVAPOR
<br />I I 1=1 117
<br />FOR REINF. INFO. MIN. CLEARANCE BARRIER
<br />V-4" (1 ST -IRY) F111 11 1 If
<br />V-8" (2 STORY) 41' 41'
<br />GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � S3 SCALE: 3/4"=V-0" �,S3�)
<br />ADDITIONAL INFORMATION.
<br />101,
<br />'-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE REBAR DETAILS rF
<br />SCALE: N.T.S. 1\13�
<br />6x6W1 ' 4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />(min.) 4"--,
<br />4
<br />GRADE
<br />00
<br />-7pp
<br />IF� ILI 5 REBAR w/ OPT.
<br />" 1 7=1-1 1 1RL'jfi=tl 1 1.tfil 1 1=1 1 CREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />OP
<br />VARIES
<br />1 1/2" RECESS FOR
<br />S.G.D. (U.N.O.)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH �Q lc�
<br />I ;; E
<br />SEE A/S3/J/S6 -` I
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (@ S.G.D. ��M
<br />SCALE: 3/4"=V-0" \, S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />'""c" I "J""
<br />2x P.T. PLATE--\
<br />SPACEANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />W
<br />A
<br />a.
<br />W I-
<br />W
<br />(2) #5 CONT.-_ 1_1;=E
<br />_!I J111
<br />ON 3" CHAIRS 811 V-4"
<br />(TYP.)
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. :� 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8- EXPANSION BOLT @24 " O.C.
<br />W/ 7" 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 />81'
<br />V?
<br />C)
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT rG
<br />SCALE: 3/4"=V-0" �3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />CONT, FOOTING STEEL MAT REINFORCING.
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<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL KN"�
<br />SCALE: N.T.S. \ S3 J
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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
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
<br />C:)
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<br />PLOT DATE 1217/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />1 M 0
<br />JOB NO: 16-6652
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|