|
I - I— ill I, I I I
<br />- - — - - - — - — I —_ l 1 L- I
<br />— (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12
<br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR
<br />ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />ELEV. VARIES
<br />INSULATION BAFFLE
<br />ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O. 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />EE SOFFIT
<br />W/A HABITABLE ROOM
<br />SHEET
<br />ABOVE) W/DRYWALL
<br />8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1#5 CONT.
<br />CEILING & 8" O.C. WALLS
<br />FILLED SOLID W/GROUT
<br />INSULATION PER
<br />CHART ON FLOOR
<br />8" C.M.U, TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />TYPE "S" MORTAR
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />#5 VERT. IN FILL CELLS
<br />1/2" GYPSUM WALLBOARD--(1)
<br />(SEE FOUNDATION PLAN
<br />U.N.O.
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />U-
<br />MIN. 2500 PSI CONC. SLAB
<br />Lu
<br />MIN PSI MAY VARY PER
<br />u',
<br />MUNICIPALITY.
<br />N 4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />E00
<br />I I I 1=1 I I y
<br />M —1
<br />°°
<br />6 MIL VAPOR I I I
<br />BARRIER I
<br />• III=
<br />`V
<br />COMP. SOIL. III
<br />(COMPACTED TO 95%
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />4" to 6" BELOW GRADE
<br />ASTM D1557)
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O. 4" V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O
<br />PAVERS IT RECESS I. z
<br />III=III-�'
<br />a . 4 " -
<br />00
<br />. �.e. �'.' ..•� • III —I
<br />�• ITS_
<br />SEE A/S3 OR J/S6 J-'LIl L=1 rT ,1 � 1 , , I I„ III,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J 1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<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 />� D
<br />-III—III—III—I m ° °
<br />I-III.=III—III
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH
<br />I_LI 1-111 I_1
<br />II III —III —III—
<br />' -
<br />1 8" l V-4" _ 1 ...8" I
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT KGG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<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 />*SIMPSON SP1
<br />w/ (10) 10d NAILS —�
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />N
<br />ELEV. 0'-0"
<br />OIL
<br />a A.F.F.
<br />d e ° ° ° °' 4' d ELEV. -0'-3 1/2"
<br />° °. .. °
<br />A.F.F. 0
<br />a ° ° a 2x4 CONT. ° . LL
<br />o
<br />°°, ° N
<br />I
<br />GARAGE DEPTH VARIES °
<br />° a
<br />4
<br />GARAGE SLAB AT STEP B
<br />SCALE: 3/4"=1'-0" S3
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />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.
<br />SHEATHING REQ'D. FOR ALL
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°0/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />x 6 W1.4 x W1.4
<br />@ 24" O.C.) 2
<br />WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />D °
<br />IE 31/2"(min.)-4r'
<br />—I _I 11=
<br />31 /2"(min.)- 4" I I=1 I ]— =1 I LI—
<br />__
<br />I I, I I I I I I=ll=1 11=1 I I I I I=1 I I I''
<br />-1 I =IIIJ 1Hill-11
<br />4" 1'-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP (cD SHEARWALL C
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" lli S3
<br />ps
<br />.t4� C�NS�C1xpaE�-�
<br />5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR $" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILS U.N.O.
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />ATTACHMENTS 2" Will OR FIBERMESH
<br />�31/2"MIN.
<br />II1=1I1=1I1= ' 1/2"(min.)-4"
<br />00111=—�1- '
<br />31/2"(min.)I—III -1 I I ITI=_11 I-
<br />-I I I=1 I=1 I I
<br />(2) #5 CONT. III 1411 18�,1_
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP (*`cC
<br />SCALE:3/4"=1'-0" �S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />Q�s
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />�M
<br />INSULATION PER FBC AND ENERGY
<br />1�N ors
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />c o
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />I
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />r
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />!
<br />GRADE
<br />°
<br />° ° .
<br />'v
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />Z
<br />M
<br />° .D
<br />a °
<br />FINISH GRADE
<br />�
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />—III=1 I �_I I I
<br />°O
<br />—I
<br />6 MIL VAPOR BARRIER -1 I
<br />III
<br />° ° I I=111
<br />1111=I 1 _.
<br />III— III —III — III—_
<br />�0
<br />R 1 7/8r
<br />'°
<br />z
<br />#5 REINFORCING BAR
<br />° °
<br />I I I—III—III—III=1 I I —III z
<br />I I
<br />III
<br />I I
<br />D I I
<br />—III —III —III —III �
<br />III—III—III—III=1
<br />#5 LAP SPLICE
<br />o°
<br />g °
<br />I —III —III —III —III —III —I I
<br />III=III=III=III=III=III= N
<br />.
<br />36" MIN, LAP [36" MIN. LAP]
<br />COMP. SOIL. (COMPACTED TO __ _
<br />95% MODIFIED PROCTOR ASTM 10"
<br />D1557) III 111=„III 1'-4" ;IIIfill I I_III I II I I,;,I I I
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />I I I=1 11=1 I� J1=—I 11=1 11=1 11=1 11='' 4" #6 LAP SPLICE
<br />FRAME WALL TO C.M.U. WALL CONNECTION r D l TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° v GRADE
<br />_ =-1= = — - I I
<br />-(1) #5 REBAR w/ OPT.
<br />I I 11= I II I I 1=1 1= 11=SCREEN ENCLOSURE
<br />4rr�8��
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />N a°':
<br />•..,-
<br />n ;
<br />`' —III =1 I I—
<br />=1 I I I I I I I I� •` I _
<br />a . I 00
<br />4"
<br />1=1 1=1 11 I I-
<br />IIIIIIIIIII :•y .�� � . I=111�
<br />SEE A/S3 0R J/S6 -' Ii11 I I, 1i1, 11 F.
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1'-4" (1 1RY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<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 />�o'_o" Q CONT. BEAD SEALANT
<br />INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. WI 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 E
<br />6x6W1.4xW1.4 c� '
<br />�* WWF OR FIBERMESH00
<br />co 6 MIL VAPORTIP BARRIER ,—, I I ' „IJ 11L , i'� , i,I , i,I 1r III=1I1=1I 1=1I1=1I1=
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=V-0" li S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />a BOLTS 6" MAX FROM
<br />~ END OF 2" x PLATE
<br />w
<br />w °
<br />wLu
<br />I�-111=1�1 II—� ° •
<br />cn
<br />—III—III I —I °
<br />REBAR DETAILS F
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM fill (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR CONNECTION IC
<br />TOP OF BEAM & LAYOUT DESIC
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTUR,
<br />BEAM SIZE &
<br />CONNECTION IN
<br />2x4 P.T.
<br />PLATE
<br />7/16"
<br />O.S.B.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />c
<br />>
<br />Q
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />g
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />u)
<br />SECURE 2 4 P T BTM PLATE
<br />A
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />M FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR./-ib, COMMUNITY SPECS
<br />SPECS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4' (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN, TENSION 2600#)
<br />6x6W1.4xW1.4 N
<br />WWF OR FIBERMESH cl) .
<br />—I I I —I I r_I I I=
<br />(2) #5 CONT.__
<br />ON 3" CHAIRS
<br />8rr 1 r
<br />(TYP.) W" 8„
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" S3
<br />VARIES
<br />1 1/2" RECESS FOR r 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />_ °
<br />I
<br />M III a ,°
<br />711 ll��
<br />SEEA/s3/J/S6 =1„ „I�1-Ifi,I,J,;,I�I „�I$
<br />n
<br />FOR REINF. INFO. OPTION #1
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. rm_��
<br />SCALE:3/4"=V-0" S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS
<br />TO FOUNDATION PAD _ d
<br />CONT. FOOTING STEEL MAT REINFORCING. Q '
<br />M
<br />00 - RAD — — ° °
<br />_ d
<br />= I I=1 I °• I=1 I I=T l I I=1
<br />Z w La�f 1Tf= III- TTi=T w
<br />0 0 IIIII 11 I �I q III° d. I— I I-1_TI_I I I_— M Z
<br />w
<br />1= =1 I I=1► I I =1 I =1 I I— _
<br />=T I � 1= 1=1 FOOTING 0
<br />PAD REINFORCEMENT - I I 1=ITT—'
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />\ AUG 2 4 20 _
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