|
(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV
<br />UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION
<br />(2020)-RESIDENTIAL
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W,
<br />m'P') 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 ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA
<br />STRENGTH CEILING 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8" 12" N.O.
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT
<br />W/A HABITABLE ROOM SHEET
<br />ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT.
<br />CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT
<br />INSULATION PER
<br />CHART ON FLOOR � = 8" C.M.U. TYPICAL
<br />PLAN
<br />1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS
<br />U.N.O. (SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD LL
<br />MIN. 2500 PSI CONC. SLAB w
<br />MIN PSI MAY VARY PER _
<br />MUNICIPALITY. ``' 4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR
<br />"FIBERMESH" TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />04
<br />00
<br />6 MIL VAPOR I Il I
<br />BARRIER
<br />COMP. SOIL IIII A I I I= r
<br />(COMPACTED TO 95% — I 11 =1 I=1 I I I— NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR 111 I I 111—III—I I I I I
<br />ASTM D1557) 4" to 6" BELOW GRADE
<br />ASTM D1557)—/
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK
<br />U.N.O. 4" V-8" (2 STORY) (SEE DETAIL)
<br />TYPICAL WALL SECTION K�A
<br />SCALE: 3/4" = 1'-0" S3
<br />OPT: DEPRESS SLAB 5Yz"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS/DRIVEWAY
<br />CONCRETE SLAB _N
<br />14"
<br />PAVERS rO.H.D. RECESS z
<br />/ SIN
<br />J..
<br />;III=1 -1I( ---�:. III- I1=I
<br />IIIIIIIIIIII 4" I�
<br />I —III —II
<br />SEE A/S3 OR J/S6 - � II I I ICI � I I li I IT-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / l'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS rj-,T�
<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 />CHAIRS (TYP.)
<br />-III—III—III—I m D
<br />�-1I1=T-1II
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & =�
<br />@ 6" MAX FROM END OF 2 x PLATE _E
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH "'
<br />°
<br />D II 1—I-
<br />-—II-
<br />-�
<br />1
<br />8" l 1`4, .r...91 I
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-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 />cli
<br />0
<br />CV
<br />ELEV. 0'-0"
<br />A.F.F.
<br />A' a A.
<br />° a . a', •.. °' d.. a .. ' ° q a' a ELEV.-0'-31/2"
<br />4.4 A.F.F. p
<br />e , . a 2x4 CONT. w
<br />I•. 1°' a. Q e .
<br />°
<br />• � ° Q � GARAGE DEPTH VARIES 4 °
<br />a 4. .
<br />GARAGE SLAB AT STEP rB'�
<br />SCALE: 3/4"=1'-0"
<br />5/8"OR 1/2" HIGH STRENGTH ---11 - 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 />S.P.F. DOUBLE CONNECTIONS.
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS 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 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />O.C. OR 5/8"x10' WEDGE ANCHOR 2 x 6 W1.4 x W1.4
<br />@ 24" O.C.) WWF OR FIBERMESH00
<br />CONT.
<br />�3 1/2" MIN.
<br />D °
<br />_ z � fiI=III=IIIr'I'31/2"(min.)-4"
<br />� 31/2"(min.)-4"
<br />—I
<br />_III=III III=III=III=III III —III I I '-
<br />(2)#S
<br />�I
<br />4" 1'-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL an STEP an SHEARWALL C
<br />"SHEAR WALL"CL
<br />a.
<br />/)Lu
<br />SCALE: 3/4"=1'-0"
<br />gCr
<br />o
<br />MIN.
<br />'8"OR 1/2" HIGH STRENGTH ------- TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />1.N.0.) (OR %" GYP. TYPE "X" @
<br />ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL
<br />)
<br />BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />,P.F. DOUBLE
<br />DP PLATE
<br />IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2) 10d NAILS U.N.O.
<br />18110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />ELT: 1/2"x12"TITEN HD @ 24"
<br />I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />D 24" O.C.)
<br />31MILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />NOTED, THIS REFERS TO THE
<br />TEP, SIZE OF FOUNDATION AND
<br />EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />dCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />,TTACHMENTS 2" WWF OR FIBERMESH
<br />31/2" MIN. 1
<br />III=II I=III-'� 1/2"(min.)-4"
<br />31 t2"(min.) - 4" =1 � 1=1 � I =1 I I I I 1=1 I I-
<br />' =1 11=1 I I I I I 1=1 11=1 11=1I I III —III I'
<br />(2)#SCONT. �1 14„I
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @STEP KocC
<br />SCALE:3l4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C Qos_
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C �M
<br />INSULATION PER FBC AND ENERGY \ , `oN °°s
<br />8" C.M.U. FORM SUBMITTED WITH PERMIT \�
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION �
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />@ 24" O.C. VERT. OR K.O. BLOCK
<br />5l8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP]
<br />SPACED EVENLY 2X PT PLATE #5 REI,
<br />NFORCING
<br />N FIBERMESH WEEP SCREED INSTALLED BAR
<br />2x P.T. PLATE ;.
<br />PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR
<br />j GRADE fV �• D D' Z #3 & #4 LAP SPLICE GRADE 40
<br />Fy=40ksi
<br />� D � 2 [GRADE 60 MIN. Fy= 60ksi]
<br />a ° D FINISH GRADE co25" MIN. LAP [30" MIN. LAP]
<br />u Z
<br />°O 6 MIL VAPOR BARRIER -III a0
<br />#5 REINFORCING BAR R 1 7/8" �
<br />D I —III —III —III —III —III �_ I III II—III=III—III—III N z T
<br />D D ° III —III —III —III —III —III- z � _ #5 LAP SPLICE
<br />'° o° I —III —III —III —III —III —I I� I I I I . III —III —III —I I I1=, I
<br />g ° III=III=III=III=III=III= N III D ° ' • I I=1 � I=1 � I I � I—,I_I 36"MIN. LAP [36" MIN. LAP] r��,4.
<br />COMP. SOIL. (COMPACTED TO —I I
<br />95% MODIFIED PROCTOR ASTM
<br />=1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557)
<br />11=I 11-1=1 I I-1' 4" 1'-4"
<br />III —III —III, ,III-1 I I-1 11= 11
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t,
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4"
<br />GRADE
<br />00
<br />-(1) #5 REBAR wl OPT.
<br />I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S304 4-
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV
<br />M
<br />—,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,.
<br />" I 00
<br />I —III —I I � : � �• :', 1=4 � 11= g
<br />I—ITI
<br />SEE
<br />A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />1'-8" (2 STC RY)
<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"=1'-0"
<br />SLAB INFORMATION.
<br />VV
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" • J CONT. BEAD SEALANT
<br />• ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />a`.�
<br />.• Id . _6�
<br />Al GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" 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. CUNT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6x6W1.4xW1.400 N '
<br />WWF OR FIBERMESH ,
<br />N
<br />Cl) 6 MIL VAPOR
<br />BARRIER '— =
<br />— ' 1L 1L 11 =III=I I=1I I
<br />f „IT_I „I I 1 ,III,
<br />4 4
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" 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 />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />V D
<br />J
<br />`
<br />� I I ''�I I I�I I I II I I —I D•°
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFC
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O,S.B. SHEATHING
<br />Z ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />w SEE PLAN FOR STRUCTURAL
<br />� w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO.
<br />M
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" 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./-ik COMMUNITY SPECS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<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 �, •E
<br />D 11=III=III=1T_I=
<br />III II1=T=1II—' :-
<br />(2) #5 CONT.
<br />ON 3" CHAIRS
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S300
<br />(70
<br />A
<br />VAR I E5
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />I .°. III-1 � 1=11 f N
<br />IIIII � "'€
<br />SEE A/S3/J/S6 g"
<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"=1'-0" S34.
<br />Lu
<br />0
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL -.
<br />EXTEND FILL CELLS �
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING. T '
<br />00 � GRAD d ° M
<br />��
<br />o w n er 'III —III a I I=1 I(=1� Z w _
<br />OD Cl) CC
<br />FOOTING w
<br />-III I I f=ITI—III-1 IT=1 I I -1 11=1 I I- �
<br />PAD REINFORCEMENT BEYOND
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTC. DETAIL N
<br />SCALE: N.T.S. S3
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<br />DETAILS -MONO
<br />�3 1/2" MIN.
<br />D °
<br />_ z � fiI=III=IIIr'I'31/2"(min.)-4"
<br />� 31/2"(min.)-4"
<br />—I
<br />_III=III III=III=III=III III —III I I '-
<br />(2)#S
<br />�I
<br />4" 1'-4" 8"
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<br />TYPICAL BEARING WALL an STEP an SHEARWALL C
<br />"SHEAR WALL"CL
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<br />/)Lu
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<br />'8"OR 1/2" HIGH STRENGTH ------- TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />1.N.0.) (OR %" GYP. TYPE "X" @
<br />ARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL
<br />)
<br />BOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />,P.F. DOUBLE
<br />DP PLATE
<br />IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2) 10d NAILS U.N.O.
<br />18110 x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />ELT: 1/2"x12"TITEN HD @ 24"
<br />I.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />D 24" O.C.)
<br />31MILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />NOTED, THIS REFERS TO THE
<br />TEP, SIZE OF FOUNDATION AND
<br />EINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />dCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />,TTACHMENTS 2" WWF OR FIBERMESH
<br />31/2" MIN. 1
<br />III=II I=III-'� 1/2"(min.)-4"
<br />31 t2"(min.) - 4" =1 � 1=1 � I =1 I I I I 1=1 I I-
<br />' =1 11=1 I I I I I 1=1 11=1 11=1I I III —III I'
<br />(2)#SCONT. �1 14„I
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @STEP KocC
<br />SCALE:3l4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C Qos_
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C �M
<br />INSULATION PER FBC AND ENERGY \ , `oN °°s
<br />8" C.M.U. FORM SUBMITTED WITH PERMIT \�
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION �
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK.
<br />@ 24" O.C. VERT. OR K.O. BLOCK
<br />5l8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP]
<br />SPACED EVENLY 2X PT PLATE #5 REI,
<br />NFORCING
<br />N FIBERMESH WEEP SCREED INSTALLED BAR
<br />2x P.T. PLATE ;.
<br />PER MFR INSTRUCTIONS
<br />ASSUMED FINISHED 'E ° #3 OR #4 REINFORCING BAR
<br />j GRADE fV �• D D' Z #3 & #4 LAP SPLICE GRADE 40
<br />Fy=40ksi
<br />� D � 2 [GRADE 60 MIN. Fy= 60ksi]
<br />a ° D FINISH GRADE co25" MIN. LAP [30" MIN. LAP]
<br />u Z
<br />°O 6 MIL VAPOR BARRIER -III a0
<br />#5 REINFORCING BAR R 1 7/8" �
<br />D I —III —III —III —III —III �_ I III II—III=III—III—III N z T
<br />D D ° III —III —III —III —III —III- z � _ #5 LAP SPLICE
<br />'° o° I —III —III —III —III —III —I I� I I I I . III —III —III —I I I1=, I
<br />g ° III=III=III=III=III=III= N III D ° ' • I I=1 � I=1 � I I � I—,I_I 36"MIN. LAP [36" MIN. LAP] r��,4.
<br />COMP. SOIL. (COMPACTED TO —I I
<br />95% MODIFIED PROCTOR ASTM
<br />=1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557)
<br />11=I 11-1=1 I I-1' 4" 1'-4"
<br />III —III —III, ,III-1 I I-1 11= 11
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t,
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4"
<br />GRADE
<br />00
<br />-(1) #5 REBAR wl OPT.
<br />I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S304 4-
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV
<br />M
<br />—,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,.
<br />" I 00
<br />I —III —I I � : � �• :', 1=4 � 11= g
<br />I—ITI
<br />SEE
<br />A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />1'-8" (2 STC RY)
<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"=1'-0"
<br />SLAB INFORMATION.
<br />VV
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" • J CONT. BEAD SEALANT
<br />• ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />a`.�
<br />.• Id . _6�
<br />Al GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" 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. CUNT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6x6W1.4xW1.400 N '
<br />WWF OR FIBERMESH ,
<br />N
<br />Cl) 6 MIL VAPOR
<br />BARRIER '— =
<br />— ' 1L 1L 11 =III=I I=1I I
<br />f „IT_I „I I 1 ,III,
<br />4 4
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" 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 />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />V D
<br />J
<br />`
<br />� I I ''�I I I�I I I II I I —I D•°
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFC
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O,S.B. SHEATHING
<br />Z ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />w SEE PLAN FOR STRUCTURAL
<br />� w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO.
<br />M
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" 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./-ik COMMUNITY SPECS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<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 �, •E
<br />D 11=III=III=1T_I=
<br />III II1=T=1II—' :-
<br />(2) #5 CONT.
<br />ON 3" CHAIRS
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S300
<br />(70
<br />A
<br />VAR I E5
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />I .°. III-1 � 1=11 f N
<br />IIIII � "'€
<br />SEE A/S3/J/S6 g"
<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"=1'-0" S34.
<br />Lu
<br />0
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL -.
<br />EXTEND FILL CELLS �
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<br />CONT. FOOTING STEEL MAT REINFORCING. T '
<br />00 � GRAD d ° M
<br />��
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<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTC. DETAIL N
<br />SCALE: N.T.S. S3
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<br />Z O STRUCTURAL
<br />DETAILS -MONO
<br />COMP. SOIL. (COMPACTED TO —I I
<br />95% MODIFIED PROCTOR ASTM
<br />=1 I I-J 1=1 11=1 11=1 11=1 11=I 11=I � 1=1 I� D1557)
<br />11=I 11-1=1 I I-1' 4" 1'-4"
<br />III —III —III, ,III-1 I I-1 11= 11
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.1=1 I 1=1 I 1=1 I 1=1 I aii�t,
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min. 4"
<br />GRADE
<br />00
<br />-(1) #5 REBAR wl OPT.
<br />I II 1111 I I I II I I I I I) I I III III 111=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S304 4-
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV
<br />M
<br />—,'-[-11 J I I I I I_I .•..:. .. Q—• III-11 I I I-- ,.
<br />" I 00
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<br />I—ITI
<br />SEE
<br />A/S30RJ/S6--- -IIIF5 Illi�,lll,,, Iliil.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />1'-8" (2 STC RY)
<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"=1'-0"
<br />SLAB INFORMATION.
<br />VV
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" • J CONT. BEAD SEALANT
<br />• ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />a`.�
<br />.• Id . _6�
<br />Al GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" 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. CUNT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6x6W1.4xW1.400 N '
<br />WWF OR FIBERMESH ,
<br />N
<br />Cl) 6 MIL VAPOR
<br />BARRIER '— =
<br />— ' 1L 1L 11 =III=I I=1I I
<br />f „IT_I „I I 1 ,III,
<br />4 4
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" 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 />Q BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />V D
<br />J
<br />`
<br />� I I ''�I I I�I I I II I I —I D•°
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFC
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O,S.B. SHEATHING
<br />Z ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />w SEE PLAN FOR STRUCTURAL
<br />� w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO.
<br />M
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" 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./-ik COMMUNITY SPECS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<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 �, •E
<br />D 11=III=III=1T_I=
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<br />(2) #5 CONT.
<br />ON 3" CHAIRS
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S300
<br />(70
<br />A
<br />VAR I E5
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />I .°. III-1 � 1=11 f N
<br />IIIII � "'€
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<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"=1'-0" S34.
<br />Lu
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<br />MASONRY WALL AND
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