|
(1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS
<br />HGT. FOR WALL HGT. 15 V-16". (2)
<br />@ 16" O.C. W/ (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />16dTOENAILST&B
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
<br />APPLICABLE.
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 2411 O/C & ci
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE 11 (#30)
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />PITCH >4:12
<br />V
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />t>
<br />FOR UNDERILAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />I
<br />TRUSS @ 24" O.C. U.N.O.
<br />:�j
<br />12
<br />ANCHOR @ EACH
<br />TYP') VARIES
<br />//--HURRICANE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />8"
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />INSULArION LE
<br />SHINGLE ROOF
<br />7116" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT
<br />rG G
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=V-0"
<br />SN1 ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END
<br />GARAGE W/A HABITABLE ROOM 0 (U.N.O.) (OR %" GYP. TYPE ")C@
<br />ABOVE) )!/,,j[vSEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)
<br />TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE
<br />8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES USP SPT24
<br />T CONNECTOR
<br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-1
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />I`
<br />rF
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ I
<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 5t
<br />2"'x3/16" PLATE WASHER (TYP.) (A
<br />ELEV. U-0.1 (ALT: 1/2"x`12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 0.
<br />AK — O.C. OR 5/8"x10'WEDGE ANCHOR P x 6 W1.4 x W1.4
<br />A. F. F. %`w @ 24" O.C.) 21- WWF OR FIBERMESH @
<br />0 3 1/2" MIN.
<br />4 4 ELEV. 4-3 1/2" z
<br />4 4 P:
<br />1 A. 0
<br />4 2x4 CO t_j .
<br />LL
<br />4
<br />NT�/
<br />4 � z 2� 1/2"(min.)
<br />CD
<br />CNI ;0 ;0
<br />4 4 4-1
<br />4 4
<br />GARAGE DEPTH VARIES
<br />4
<br />(2) #5 CONT79 4" 11 V-4" 8.1
<br />U.N.O. MIN.
<br />GARAGE SLAB AT STEP B� TYPICAL BEARING WALL C@ STEP C@ SHEARWALL
<br />SCALE: 3/4"=V-01" S3 �) "SHEAR WALL" SCALE: 3/4"=V-101"
<br />0_1
<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
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />—2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />FOR
<br />)CKING
<br />I PLAN
<br />DV/Ar%LJ rEJA t_,VIJC kUr-, 010
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />CIS.
<br />GYP. TYPE "X" @ GARAGE
<br />L
<br />\12'
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />W/A HABITABLE ROOM
<br />N.O\, 2x SUB FASCIA
<br />2x S.P.F. S S 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />A —
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />00�
<br />SCREWS @ 7 O.C.
<br />SHE ET
<br />4
<br />LOADBEARINGOR
<br />(1) ROW2X BLOCKING@ MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 81, C ' M.U.
<br />(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
<br />NOTE: FOR WALL HGT. --q V-113". (2)
<br />INSULATION PER
<br />X8 "X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"xPT STUD
<br />THIRD POINTS
<br />ULATION PER CHART ON FLOOR PLAN
<br />SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8" x 10" "J" BOLT @ 24- O/C W1 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />USP SPT22 CONNECTOR SIDE IF APPLICABLE.
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"4" BOLTS BOLT
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />5/8"- EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />WALL SEE GG/S3) 444 (6 1/4" : x3 1/4" TAPCONS
<br />SP SPT22 @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE
<br />20- MIN, LAP [24- MIN. LAP] r nr1k1ff^rjf1
<br />2x P.T. PLATE W/ 7' - EMBEDMENT (MIN. SHEAR
<br />SPACE ANCH R 3500#, MIN. TENSION 2601
<br />11 A — 1A11 A E
<br />FIBERMESH Ar; BAR
<br />o 2x P.T. PLATE N%-#3 OR #4 REINFORCING BAR
<br />ARCHITECTURAL ASSUMED FINISHED Owl
<br />FINISH E GRADE 40 MIN. Fy= 40ks'l 4
<br />1x2 PT WD FURRING @ 24" O.C.-/ Mimi �GRADE #3 & #4 LAP SPLICE
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />FINISH GRADE 00 25" MIN. LAP [30- MIN. LAP)
<br />(1) #5 VERT. IN FILL MONO OR STEMWALL---,,
<br />1/2" GYPSUM WALLBOARD �- - Z - 11� N,
<br />F
<br />CELLS(SEE .1 .. L 1-111 -0 1" -_ _%
<br />U.N.O. FOOTING MONO SHOW go Affiff I AA I iiii 11
<br />FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER Ll 11=11= A— A 1'��6 16 R 17/8" MR-K P1 -9 ri! V ft; I I
<br />- = I =.. ILI =.. ffliffi.5111111111
<br />I . LI
<br />1 x4 P.T. BASE NAILER
<br />FOR LOCATIONS) E___ E�� 'T #5 REINFORCING BAR
<br />#5 LAP SRUCE
<br />NOTE:
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />*FOR BEARING WALL I E.- I I I I -I I I-
<br />Z,
<br />COMP. SOIL. (COMPACTED TO
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY =1 I 1 111-4-1 ill III 1'
<br />95% MODIFIED PROCTOR ASTM
<br />MIN. 2500 PSI CONC. SLAB
<br />m
<br />AT GARAGE CONTRACTOR
<br />--I - -_ -11� -
<br />D1557)
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />41' 1-40
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />III I M
<br />CONCRETE SLAB W/ 6X6
<br />/,—NOTE: EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101"
<br />',.N S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-101"
<br />3
<br />"I.,-S-
<br />.a I
<br />BELOW GRADE
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />- E!6
<br />le
<br />00
<br />- 6 x 6 W1.4 x W1.4
<br />00
<br />3 1/2" WWF OR FIBERMESH
<br />6 MIL VAPOR
<br />min.) 4"--,
<br />BARRIER
<br />A 4
<br />A
<br />GRADE
<br />COMP. SOIL.
<br />00
<br />(COMPACTED TO 95%
<br />(1) #5 REBAR w/ OPT.
<br />MODIFIED PROCTOR
<br />S E NCLOSURE
<br />ASTM D1557)
<br />I _q
<br />3" MIN. CLR.
<br />..-II
<br />(2) #5 REBAR CONT .
<br />41
<br />ON 3" CHAIRS TYP.
<br />1 4" V-4" 1
<br />STD. 90 NOOK (SEE
<br />MIN.
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />TYPICAL THICKENED SLAB EDGE
<br />rL
<br />SCALE: 3/4" = V-101"
<br />k S3
<br />SCALE: 3/41i=11_011 � S3
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO - --j—
<br />RECEIVE PAVERS/ DRIVEWAY
<br />=====,,,,-BLOCK
<br />WALL BEYOND
<br />BLOCK WALL BEYOND
<br />CONCRETE SLAB
<br />I
<br />EXPANSION JOINT
<br />PAVERS�
<br />1411
<br />O.H.D. RECESS
<br />�t 2�
<br />13"
<br />SE
<br />O.H.D. RECESS
<br />04
<br />N
<br />A
<br />A."
<br />4"
<br />;0
<br />.4
<br />v
<br />111 Ir
<br />SEE A/S3 OR J/S6 -1
<br />4",
<br />-
<br />-
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'
<br />4" (1 STORY)
<br />/ V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />1'4" (1 ST
<br />RY)
<br />1 1
<br />1 8" (2 STOR)
<br />')
<br />RY)
<br />GARAGE DOOR SLAB RECESS
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />� �3
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. '\_,
<br />�3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALAP
<br />INTERIOR
<br />4 _-3 1/2"
<br />CONCRETE NAILS W 11/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB---,
<br />co
<br />F_ C-4 �=i 11711171
<br />. - I
<br />6 MIL VAPOR
<br />BARRIER
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />Zzz___1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />—INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />—4
<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-101" ��S 3
<br />N CHAIRS
<br />36' MIN. LAP [36" MIN, LAP) 8" 1'.4" 8'
<br />E = 7n
<br />x \x .. .... .
<br />----#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS K"'F� WALL W/ UPLIFT G�
<br />SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3
<br />EE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ ( SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS I I
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />SEE PLAN FOR & LAYOUT DESIGN
<br />TOP OF BEAM SEE ROOF PLAN ;0
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />2X4 P.T. CONNECTION INFO
<br />PLATE
<br />7/16"
<br />O.S.B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 -` 1 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />co 0 C'(11-ICnill C: OPTION #1
<br />LU I. -
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />Uj
<br />Lij
<br />Uj
<br />SLAB STEP & RECESS (a)
<br />S.G.D. rM
<br />Cn
<br />SCALE: 3/4"=V-101" � �3
<br />FLOOR PLAN FOR
<br />,,,,,—SEE
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />PAD FOOTING
<br />O.C.
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TRIM PER PLAN
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL _\
<br />MAT REINFORCING. i�!
<br />SQUARE CMU BLOCK BASE,
<br />�__
<br />;0
<br />-
<br />GRADE
<br />SIZE VARIES PER PLAN
<br />-7=7
<br />4
<br />w/ MIN. (2) #5 VERTICALS
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<br />FILLED SOLID
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<br />.4, ION (SEE SCHEDULE) FOOTING WIDTH
<br />IN 0.
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<br />TAPERED COLUMN FRAMING KCD�12 PATIO COLUMN FTG. DETAIL �N
<br />SCALE: 3/4"- V-0" SCALE: N.T.S. �3
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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 Sth 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.
<br />CD
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: FLORES
<br />VERSION NO' 10
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />CIA
<br />W
<br />
|