|
(2) LAYERS ASTM TYPE 11 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 11 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 />Z//--TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />12 TRUSS (SEE UPLIFT SCHED.) W/
<br />1ZP(TYP.) VARIES METAL PL. UNDER EA. TRUSS
<br />Ty
<br />7.) MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7116" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SN1 ELEV. VARIESAIII
<br />INSULATION BAFFLE
<br />"-ALUMINUM DRIP
<br />EDGE
<br />5/8" OR 112" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N.O. L 2x SUB FASCIA
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />SOFFIT
<br />W/A HABITABLE ROOM
<br />SEE
<br />HEET
<br />ABOVE) W/DRYWALL
<br />x8"X16" KNOCK -OUT
<br />SCREWS @ 7" O.C.
<br />BLOCK W/ 1 #5 CONT.
<br />CEILING & 8" O.0 ' 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 />NAILER
<br />TYPE 'IS" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />_-----ARCHITECTURAL
<br />FINISH
<br />1x2 PTWD FURRING @24"O.C.-/
<br />1/2" GYPSUM WALLBOARD-��--
<br />(1) #5 VERT. IN FILL C�LLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />W P.T. BASE NAILER
<br />cn
<br />3 1/4" BASEBOA RD
<br />u-
<br />MIN. 2500 PSI CO . SLAB
<br />Lu
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY
<br />cv)
<br />4"x4" INSPECTION PORT AT
<br />CONCRETE SLAB W/ 6X6
<br />EACH FILLED CELL TYPICAL
<br />W1.4XW1.4 WWF OR
<br />AT GARAGE, CONTRACTOR
<br />"FIBERMESH"
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />00
<br />co
<br />6 MIL VAPOR-,/ .75
<br />BARRIER
<br />4
<br />I�E
<br />c%j
<br />COMP. SOIL.
<br />L
<br />(COMPACTED TO GII
<br />III
<br />I
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCT
<br />J
<br />4" to 6" BELOW GRADE
<br />ASTM D 1557)
<br />(2) #5 REBAR CONT .
<br />MIN. CLR.
<br />ON 3" CHAIRS TYP -
<br />(1 STORY)
<br />STD. 90 HOOK
<br />U.N.0 . -/
<br />4"
<br />(2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />K`A�
<br />SCALE: 3/4" = V-0"
<br />\ �3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" H.D. RECESS
<br />PAVERS-\ 'T 2�
<br />-\j -v 0. -�� 2
<br />OP
<br />SEE A/S3 OR J/S6 'Wiff-1 L1I--jT1,-L!1;,q-1-1T- F, 111 --
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />1'4" (11 STORY) / V-8" (11 STORY w/ DEPRESSED SLAB OPT.)
<br />1'..8" (2 STORY)
<br />4 ---------- 4
<br />GARAGE DOOR SLAB RECESS
<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 />17--z'
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE. It T
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />�-7 9
<br />1 8" [ -"'--'2r L�
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0 3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />ELEV. 0'-0"
<br />A.F.F.
<br />E: IL =11 Z
<br />V A 0
<br />4 4., A "A' V,A 4. ELEV. -01-3 1/2%,K z
<br />4 4. A 4
<br />4 A. F. F. 0
<br />2x4 CON u-
<br />AV 4
<br />C)
<br />C14
<br />A
<br />4 4
<br />GARAGE DEPTH VARIES
<br />V 4
<br />.GARAGE SLAB AT STEP rB
<br />SCALE: 3/4"=V-0" 1\ �3
<br />2x S.P.F. S S 16" O.C.
<br />A
<br />LOAD BEARING OR 2x STU D
<br />EXTERIOR WALL 8" C ' M ' U
<br />1 "x P.T. STUD
<br />- #5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR 04
<br />BOLTINFO. 'OR 5/8"4" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />33
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMIPSON SP1 SPACED EVENLY
<br />w/ (110) 1 Od NAILS
<br />Typ. -,--2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN
<br />00
<br />FOR CLARITY
<br />t>
<br />IIIZ z-
<br />NOTE:
<br />Ell I 1--1 I 1=
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />I IEI I IEI I IEI I IEI I IEI I FEI I I -I
<br />�zj
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �S3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 112" WWF OR FIBERMESH
<br />min.) 4"--,\ z 4 GRADE
<br />00
<br />I FELIJEE.1 I IEE1LF:E,1j I lEd I IEEE
<br />1)#5REBARw/OPT.
<br />I CREEN_gNCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE
<br />SCALE: 3/4"= V-0"
<br />EXPANSION JOINT I BLOCK WALL BEYOND
<br />13"
<br />O.H.D. RECESS
<br />T M M
<br />I 5,1701!Ml
<br />"I I Grl, I F
<br />0?
<br />-:El I I=LII E 4 41'
<br />I
<br />SEE A/S3 OR J/S6` -ILIF, IL14-�11 L11=11T,11:1:5
<br />FOR REINF, INFO. 3" MIN. CLEARANCE
<br />V-4" (11 STORY)
<br />V-8" (2 STORY)
<br />--------------- J.
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. "'111,
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<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 />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7116" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W1 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"' x 10" "J" BOLT @ 24" 0 - C W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HID @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" O.C.) 211
<br />3 1/2" M IN.
<br />0 0
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />JNSULATION PER CHART ON FLOOR PLAN
<br />SIM�'SON SIP1 w/ (10) 10d NAILS
<br />2x P.T. BOTTOM PLATE
<br />x . x
<br />WWF OR FIBERMESH
<br />t
<br />312"(min.).-4" 11111
<br />I
<br />�j I I I I I �LL 41 111
<br />ITF
<br />(2) #5 CONT.
<br />4" 1'4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (cD STEP (cD SHEARWALL,
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3
<br />S�(
<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 />SIMPSON SP2 w/
<br />(12) 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 HID @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />ATTACHMENTS -
<br />3 1/2" MIN
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />-2"x S,P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />-2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/ (110) 1 Od NAILS
<br />/2x P.T. BOTTOM PLATE
<br />x x
<br />WWF OR FIBERMESH
<br />0
<br />31/2"(min.)
<br />4". WIF
<br />(2) #5 CONT. 8"-
<br />U.N.O. MIw-
<br />TYPICAL BEARING WALL @ STEP
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />60�
<br />co
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<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 />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K,O. BLOCK
<br />MIN, 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<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 />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />E
<br />PER MFR INSTRUCTIONS
<br />N"'-#3 OR #4 REINFORCING BAR
<br />Z-
<br />. .. . .. t. , -
<br />#3 & #4 LAP SPLICE [
<br />GRADE 40 MIN. Fy= 40ksi
<br />t>
<br />t.
<br />-1 KI
<br />'111
<br />��,
<br />j
<br />FINISH GRADE 60
<br />25" MIN. LAP [30- MIN. LAP]
<br />[GRADE 60 MIN. Fv= 60ksil
<br />-11 jt�ttji
<br />6 MIL VAPOR E3 It =111EIII
<br />�
<br />-TTT-
<br />11
<br />rrt=--r
<br />T ffr=-, I I I E �T
<br />-
<br />0?
<br />:�--
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />L)
<br />I IEI
<br />=
<br />I IEI I IEEI 15111-
<br />= = I 1=1 I 1--1
<br />2
<br />it'i I APRPI IrF
<br />I I I
<br />----------- I:lFill I
<br />ILI IEI I F
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />U1557)
<br />4" 114.1
<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. BID.
<br />,e. 2" 1/2" FROM SLAB
<br />CONT. BEAD SEALM
<br />010
<br />INTERIOR
<br />41
<br />:ONCRETE NAILS W 1 1/2"
<br />'MBEDMENT @ 12" O.C.
<br />,TAGGERED, FROM BOTTOM
<br />'LATE TO CONCRETE
<br />AIN. SHEAR 180# MIN.
<br />ENSION 120#) CONCRETE SLAB---,
<br />0?
<br />SMILVAPOR
<br />BARRIER
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />-2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />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 />6x6W1 4xW1.4
<br />WWF 0 R' FIBERMESH
<br />K
<br />S3
<br />SCALE: 3/4"=V-0"
<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 />-j 7
<br />BOLTS 6" MAXFROM
<br />r: _
<br />END OF 2" x PLATE
<br />uj
<br />0
<br />a.
<br />U)
<br />0-
<br />Lu
<br />LLJ 6
<br />LL- �I
<br />cf) =1 I Ir=
<br />101,
<br />--#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE REBAR DETAILS rF'��
<br />SCALE: N.T.S.
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFC
<br />SEE PLAN FOR & LAYOUT DESIGN
<br />TOP OF BEAM 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
<br />ATTACHED PER NAILING
<br />U)
<br />uj
<br />0
<br />SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />-i
<br />uj
<br />COLUMN SIZE AND BASE
<br />UJI
<br />Lu
<br />CONNECTION INFO.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3"TAPCONS AT 8"
<br />/-O.C.
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />U-0" FIN. FLR./-jj,
<br />I MV
<br />COMMUNITY SPECS
<br />/
<br />M1
<br />SCALE: 3/4"=V-0.1
<br />cc
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<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 />6 x 6 W1.4 x W1.4 !Z4
<br />WWF OR FIBERMESH
<br />C, -IT
<br />I I:iT
<br />I=
<br />I� T
<br />(2) #5 CONT.-- -111111, 1 111 II.'= III I F-
<br />ON 3" CHAIRS 8" V-41' 8"
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING . ....
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" �, �3
<br />1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />4
<br />4.
<br />4 -4
<br />A
<br />op 4
<br />ft E
<br />Q 4y
<br />'!d
<br />cn
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />LAB STEP & RECESS (@ S.G.D. rm",�
<br />SCALE: 3/4"=V-0" \,,,,13�
<br />MASONRYWALLAND
<br />PAD FOOTING
<br />8" MASONRY WALL EXTEND FILL CELLS -71
<br />.s
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL MAT REINFORCING.
<br />z
<br />00 GRAD 4-
<br />Lu A
<br />0 -j A.. AO
<br />UJI Li ILL
<br />0
<br />a- Lu UJI z
<br />0 Lu (0 = <
<br />0 0
<br />LL cn 1-4.
<br />r::� FOOTING
<br />T_
<br />''TIT T
<br />�l ��Fl BEYOND
<br />PAD REINFORCEMENTJ 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL � �N
<br />SCALE: N.T.S. � S3
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