FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />VARIES
<br />INSU
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL-J
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />2x #2 SPF STUDS -
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE -
<br />(2) #5 CONT. ON 3"
<br />(1) LAYER TYPE 11 (#30) CHAIRS (TYP.)
<br />UNDERLAYMENT FOR
<br />ROOF PITCH 012 & (2) LAYER ol
<br />�S
<br />0
<br />TYPE I OR TYPE 11 (#15 R # 0) .. tA
<br />UNDERLAYMENT FOR ROOF
<br />PITCH 4x_12.
<br />,,--PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N�O.
<br />HURRICANE ANCHOR @ EACH
<br />11"131 too 0 E: 11
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. 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 SIDE IF ;2�
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & lz�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />.6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1 61 19, �QPI
<br />k C_ 17-1-117 1 0Ii-r1r_LJ.) VV/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" 1 MIN. SEE ROOF WALL VV/UU I UIIIIILll- I GG
<br />NAILING SCHEDULE ON SHT.
<br />SN1 SEE TYP. WALL SECTION
<br />ELEV. VARIESk FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />E
<br />ALUMINUM FASCIA
<br />L
<br />"�N 0. 2x SUB FASCIA
<br />LSEE SOFFIT
<br />SHEET
<br />8"&'X16" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />Vz"�CELLS(SEE
<br />1/2" GYPSUM WALLBOARD 7A
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<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 />Q TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W1 6X6
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 VVWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />CN
<br />00
<br />Cf)
<br />6 MIL VAPOR >
<br />BARRIER I>
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR 211 :11-:111-11 -11 111
<br />ASTM D 1557)
<br />,3" MIN.CLR.
<br />(2) #5 REBAR CONT .
<br />ON 3" CHAIRS TYP. V-4" STD. 90 HOOK (SEE
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" �3
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND
<br />CONCRETE SLAB
<br />1411 O.H.D. RECESS
<br />PAVERS 'T 2�
<br />7
<br />4
<br />I ILL
<br />T I
<br />H.
<br />:4.
<br />U 0?
<br />-11 F1 I r'
<br />TI IL
<br />SEE A/S3 OR J/S6 1�7
<br />L9TI L
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' .4" (1 STOR)j / V-8" (1 STORYw/ 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 />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR -
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<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"=V-0" S3
<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 />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />USP SPT24
<br />CONNECTOR
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />'/x
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 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 />5/8" x 10" "J" BOLT @ 24" O.C. W/
<br />2"x3/16" PLATE WASHER (TYP.)
<br />C13
<br />ELEV. 0'-0"
<br />(ALT: 112"x12" TITEN HD @ 24"
<br />OIL
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR-x-
<br />A. F.F.
<br />@ 24" 211
<br />-4 4
<br />ELEV. 4-3 1/21'
<br />z
<br />,�1/2" MIN
<br />4,
<br />2x4 CON T�
<br />A.FL:
<br />LL
<br />7-
<br />4
<br />4 4
<br />'a
<br />CD
<br />Cq
<br />00
<br />(3 '2
<br />4
<br />4
<br />4
<br />4-
<br />1/2"(mi
<br />(ii �;l 4;"
<br />GARAGE DEPTH VARIES
<br />.1 L 01
<br />I-V - I I IEEI
<br />TRUSS 130TTOM CHORD OR 2x4 BLOCKING
<br />BOTTOM CHORD OR 2x4 BLOCKING W/
<br />W/ 2-16d TOE NAILS @ EACH END
<br />5/8"OR 1/2" HIGH STRENGTH
<br />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 />EE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />I
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />TRUSS ALIGNED WITH STUD BELOW
<br />UlIx
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N�O�
<br />USP SPT24
<br />2 S.P.F. (OR EQUAL) STUDS @ 16" O.C. U�N�O.
<br />CONNECTOR
<br />4,,--4NSULATION
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />'1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < V-16". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 81-611.
<br />FOR WALL HGT. > 8'-6".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />1 PER CHART ON FLOOR PLAN
<br />rN
<br />Uor- or- 1 LIE- k1vI14I1lr_v_ I vn 5/8" x 10" "J" BOLT @ 24" O.C. W1 oll" or- 144 1 M
<br />2"x3/16" PLATE WASHER (TYP.)
<br />2x
<br />2x P.T. 130TTOM PLATE (ALT: 1/2"x12"TITENHD@24" P.T. BOTTOM PLATE
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />1 6
<br />6 x 6 W1.4 x W1.4 @ 24" O.C.) V
<br />WWF OR FIBERMESH WWF OR' FIBERMESH
<br />112"(min.)- 4"
<br />(2) #5 CONT, 4 1 1' 111_111�411911'
<br />U.N.C. MIN,
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (@ STEP @ SHEARWALL
<br />SCALE: 3/4"= 1 1-01,
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. TUDS @ 16" 1 BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />') OnIA10 nI7 1) 01 r%f%I/IKIr_1
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />eor-�
<br />C",
<br />3 1/2" MIN.
<br />1/ "(min.)- 4"
<br />00 A
<br />�.l 4 F-
<br />�31/2"'((min-.).7
<br />T I
<br />I-
<br />(2) #5 CONT. -111 1 lilt
<br />U.N.O.
<br />TYPICAL BEARING WALL STEP rc�c�
<br />SCALE: 3/4"=V-0" S3 �)
<br />81, C.M.U.
<br />III I x
<br />STUDS @ 16" O/C
<br />THIRD POINTS
<br />-,,--2x
<br />///-/-l"xPT STUD
<br />�SULATION PER CHART ON FLOOR PLAN
<br />#5 VERT. IN FILLED CELL
<br />/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />C%j
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8'x6" "J" BOLTS BOLT
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116"
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />"I
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SP SPT22 @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />EEP SCREED INSTALLED
<br />BAR
<br />P.T. PLATE
<br />-1
<br />----2x
<br />ASSUMED FINISHED
<br />C�
<br />E
<br />PER MANUF.
<br />N�"-#3 OR #4 REINFORCING BAR
<br />GRADE
<br />2�
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />tj 11-1
<br />J
<br />FINISHGRADE 60 2
<br />[GRADE 60 MIN. Fv= RI
<br />25" MIN. LAP [30" MIN. LAP]
<br />00 MLI 1 911 > 00
<br />9W > -1 4 "'A
<br />t> 6 MIL VAPOR BARRIEF�4f=_111 III t> I ELI 71�1 :1f 1-61 RT-Irl - 2 AA1, "I
<br />T.�-I 1EIZE I I= - ___1_#5 REINFORCING BAR R 17/8"
<br />1 F_:.9 11 :11 F=1 I IE�E 1; #5 LAP SPLICE
<br />�9 1 F�
<br />2�4,TJI Dil L, r; -.-, L I
<br />ZI, , - - R
<br />Cj .1 -, 36" MIN. LAP [36- MIN. LAP]
<br />UVIVW. DUIL. kILIUIVIt-AL, I r_U I U
<br />95% MODIFIED PROCTOR ASTM
<br />D 1557)
<br />V-4"
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=1'-O"
<br />SLAB INFORMATION,
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT -
<br />_13" O.H.D. RECESS
<br />'ITTT�,v I F
<br />` UFTT".1
<br />00
<br />L III: I I I--
<br />141 -
<br />I FELLIE1
<br />r T�
<br />SEEA/S30RJ/S6---
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />1`4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3
<br />ADDITIONAL INFORMATION. �'S
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2t' HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />,,0-0" >Kw _:3
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />-31/2-1
<br />GARAGE
<br />CONCRETE NAILS W 11/2" 112" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM - ------ INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6 x 6 W1.4 x W1.4 : 14
<br />WWF OR FIBERMESH
<br />MA
<br />.\ .. . .� 4 1 _j I I
<br />k 2 i!l �l ri I!
<br />- - 11 -, M
<br />6 MIL VAPOR 11-17 I= I -
<br />BARRIER
<br />=T
<br />1111 1 --1 r
<br />III I ILI
<br />1411,411
<br />INTERIOR WALL SLAB STEP NON-BRG
<br />SCALE: 3/4"=V-101"
<br />K
<br />S3
<br />I' \�� 101,
<br />'--#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBA'R DETAILS
<br />SCALE: N.T.S.
<br />6 x 6 W1.4 x W1.4
<br />min.) 4"---, z
<br />GRADE
<br />00
<br />(1) #5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" S3
<br />W, 1.11:K
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 'T
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH 5:�' c�
<br />E
<br />TR iffl
<br />I r=".J 11-
<br />iL
<br />A
<br />00
<br />_LX
<br />U..
<br />SEE A/S3/J/S6
<br />FOR REINF. INF,
<br />C1.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (a) S.G.D.
<br />SCALE: 3/4"=V-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACEANCHOR
<br />BOLTS 6" MAX FROM
<br />L
<br />END OF 2" x PLATE
<br />Uj
<br />CL
<br />U)
<br />LLJ
<br />W T r= 11
<br />CO
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. :� V-13". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > V-15".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />518- EXPANSION BOLT @24 " O.C.
<br />1117" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) s
<br />E
<br />6 x 6 W1.4 x W1.4 z
<br />C14
<br />WWF OR FIBERMESH
<br />9
<br />11- 1111 111 1 Ir
<br />(2) #5 CONT�--' I I I
<br />ON 3 'CHAIRS
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />SCALE: 3/4"=V-0" �3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD 9,
<br />CONT. FOOTING STEEL-\ MAT REINFORCING. c,"
<br />GRADE
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<br />IF III I III fl FE1 I I= OTING -J
<br />I - I -.1111--1_111 7 BEYOND
<br />PAD REINFORCEMENT- =1 111 111 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />I 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 structura I 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 sea].
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<br />SCALE AS NOTED
<br />PLOT DATE 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />5oll
<br />JOB NO: 16-6654
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />Z
<br />I I I � 11 1 1 . t il it . 11 il.. I I : . !! 11 I� 111. !. IL: ; 1; �� ,v I I , i, I I A , _. 11,1144,1�0111111 01 41
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