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(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR
<br />ROOF PITCH 012 & (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 />ZTYP,) VARIES
<br />TY P 7.)
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />INSULAriON 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 />Z:Z�J-ALUMINUM DRIP
<br />STRENGTH CEILING
<br />�EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\12'
<br />W/A HABITABLE ROOM
<br />N.O. L2X SUB FASCIA
<br />-=,
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />HEET
<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 W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />PE 'IS" MORTAR
<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 />,
<br />4"x4" INSPECTION
<br />3 1/4" BASEBO RD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI C NC. 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 />W1.4XW1A WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />.0 I
<br />�E
<br />00
<br />6 MIL VAPOR
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95% Ell I I I I I...
<br />MODIFIED PROCTOR VII 1 1-: 1- 11 11 111
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT ,
<br />ON 3" CHAIRS TYP. 1'4"
<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 />�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 -
<br />4" O.H.D. RECESS
<br />PAVERS
<br />- T
<br />4"
<br />0?
<br />SEEA/S30RJ/S6---- -11:ffij I F, -Ir-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1',4" (1 STOR)') / T-8" (1 STORYw/ DEPRESSED SLAB OPT.)
<br />V.8" (2 STORY)
<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) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />A
<br />I =1 I If =1
<br />T- I
<br />I GT�
<br />2---171- 111-11 I-L
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. :5 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3 rd PTS
<br />FOR WALL HGT. > V-13".
<br />GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />.1 /4" DIA. X 3 1/4" TAPCONS @ 24" O/C & A�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />.6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />9
<br />111111 ffil rl W11r:EffIl T'll
<br />All 111 �WII EL L L
<br />1 8" 1 1 -T
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT KG G
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 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"=V-0" � S3
<br />2x S.P.F. STUDS @ 16" O.C.
<br />8"x8"x`16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />v
<br />2x STUD
<br />81, C.M.U.
<br />1"xPT STUD
<br />#5 VERT. IN FILLED CELL
<br />CN
<br />5/8"x6" "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 />00
<br />[�117 1,
<br />�pl IE I I -
<br />I> I> - - - -
<br />Ell -111- 11 1 1 I= z
<br />I VE I
<br />=04
<br />- j-
<br />.I I �i I IT -
<br />I III IT -
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0" S3
<br />EXPANSION JOINT - BLOCK WALL BEYOND
<br />1311
<br />RECESS E
<br />O.H.D
<br />co
<br />Cl)
<br />4.
<br />rl
<br />0?
<br />:41
<br />SEE A/S3 OR J/S6 JJFi 1 11
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STqlRY)
<br />I
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. 1\�-
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -
<br />NAILED W1 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" OIC 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" OIC W/ 2"'X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W1
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />:E
<br />v
<br />Cl) P
<br />6MILVAPORE---------- 6.
<br />�L-ll �v>
<br />5/8"OR 1/2" HIGH STRENGTH ---- `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH "TRUSS B0170M CHORD OR 2x4 BLOCKING W/
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.0 2-16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM .) (OR %" GYP. TYPE "X" @
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE /7vC"ONNECTIONS. 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 />TOP PLATE
<br />TR'
<br />2 1
<br />-1
<br />El
<br />CO
<br />USP SPT24 TRI,
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2 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 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'4%
<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. W1 SP SPT22 CONNECTOR 5/8"' x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR
<br />!rF
<br />7`0/16" PLATE WASHER (TYP.) 2"'x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"xl 2" TITEN H D @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0" OL O.C. OR 5/8"xl O'WEDGE ANCHOR O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />I F�l
<br />A x 6 W1.4 x W1.4 @ 24" O.C.) 211 6 x 6 W1.4 x W1.4
<br />A. F.F. @ 24" O.C.) '0
<br />WWF OR FIBERMESH WWF OR FIBERMESH
<br />3 1/2" M IN.
<br />3 1/2" M IN.
<br />ELEV. 4-3 1/2" .j z L F, 11.
<br />1/2"(min.)- 4"
<br />CIO
<br />(2) #5 CONT. -/
<br />U.N.O.
<br />TYPICAL BEARING WALL
<br />"SHEAR WALL"
<br />MIN.
<br />D SHEARWA
<br />SCALE: 3/4"=V-0"
<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 HOOK DETAIL
<br />3RD LAYER 1/8" THICK. (@ K.O. BLOCK
<br />-USP SPT22 @ EA. STUD
<br />-2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />-WEEP SCREED INSTALLED BAR
<br />PER MANUR ��#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy 40ksi
<br />FINISH GRADE �O M 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy== 60ks!]
<br />El 7i;==Fi F-=-m . 0? =77=� ;zv,
<br />R 17/8"
<br />----#5 REINFORCING BAR
<br />z
<br />#5 LAP SPLICE
<br />COMP. SOIL, (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" 114"
<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 />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01011, CONT. BEAD SEALANT
<br />INTERIOR
<br />4.
<br />-3 1/2"
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />2
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />0?
<br />j-� -7�Fj I
<br />C14
<br />6 MIL VAPOR
<br />BARRIER 1- 11 - I I:::- 1 1:
<br />TL
<br />I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0'1
<br />1 101,
<br />7
<br />"��#6 REINF'ORCING BAR... #5 STD. 90 HOOK
<br />#6 LAP SPLICE REBAR DETAILS rF
<br />SCALE: N.T.S.
<br />/ 6 x 6 W1.4 x W1.4
<br />min.) 4"--\ 4 4 , , � I . . -i� GRADE
<br />2
<br />co
<br />-I I I -A 1=1 I 1:�,::iU=`
<br />LEN
<br />1') 1 #5 IR'liBAR w/ OPT.
<br />T CREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" S3
<br />(2) #5 CONT, --/ I
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL" STEP
<br />�(-v
<br />SCALE: 3/4"=V-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE -
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />CL
<br />M I I I I=-
<br />(2) #5 CONT.-
<br />ON 3" CHAIRS
<br />(TYP.)
<br />1/2"(min.)- 4"
<br />(1) ROW 2x BLOCKING @ MID HGT,
<br />FOR WALL HGT. !� V-16". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > V-16".
<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 71
<br />3500#, MIN. TENSION 2600#) . s
<br />E
<br />6 x 6 W1.4 x W1.4
<br />!Z4
<br />WWF OR FIBERMESH
<br />C?
<br />C�
<br />III H
<br />81.
<br />TYPICAL INTERIOR BEARING
<br />WALL W1 UPLIFT rG
<br />SCALE: 3/4"=V-0" �,13�
<br />-2X STUDS @ 24" O.C. U.N.O.
<br />VARIES MASONRYWALLAND
<br />GARAGE PAD FOOTING
<br />1 1/2" RECESS FOR x 6 W1.4 x W1.4
<br />Zz---112" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWFORFIBERMESH- �Q.r- &'MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C. Cl) EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN CONT. FOOTING STEEL-\ MAT REINFORCING.
<br />Cl)
<br />CONT. BEAD SEALANT
<br />z
<br />00 00 GRADE -A
<br />"M 40
<br />LU z
<br />6 x 6 W1.4 x W1.4 :C:4 0
<br />ja
<br />WWF OR FIBERMESH a LL, LU
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<br />1- LU
<br />W z
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<br />=M-,,-FOOTING
<br />SEE A/S: 8"
<br />0 BEYOND
<br />W/S6
<br />FOR REIN
<br />F. INF I III I I E _;tl
<br />OPTION #1 PAD REINFORCEMEN 1111 1, 3" MIN , CLEARANCE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH
<br />SLAB INFORMATION. SEE SCHEDULE
<br />rK SLAB STEP & RECESS (cD S.G.D. �M PATIO COLUMN FTG. DETAIL � �N
<br />� S3 SCALE: 3/4"=V-0" S3 SCALE: N.T.S. � S3
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<br />To the best of the Engineer`s`k�jyqfzff, infqrmm kv,%An
<br />,
<br />belief, the structural plans and spe' c' 64 AWA alned
<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 NOTED
<br />PLOT DATE: 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />106
<br />JOB NO: 16-6650
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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