|
(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 />(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 />—
<br />EDGE
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />N 0
<br />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 />NAILER
<br />TYPE "S" MORTAR
<br />STD. 90-HOOK (SEE DETAIL)
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL CELLS
<br />U.N.O.
<br />(SEE FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />co
<br />31/4" BASEBOARD
<br />u-
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />n
<br />MIN PSI MAY VARY PER
<br />o
<br />MUNICIPALITY.
<br />`o
<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 />0
<br />2
<br />M
<br />-I1=1I= I
<br />I
<br />D
<br />W
<br />6 MIL VAPOR
<br />BARRIER
<br />1 11 I
<br />-� c
<br />IIIII
<br />I
<br />•
<br />III=
<br />r
<br />COMP. SOIL.
<br />II
<br />it, M
<br />(COMPACTED TO 95%
<br />=1 I
<br />I I =I I I=1
<br />I
<br />11=
<br />MODIFIED PROCTOR
<br />111
<br />I ]_3 1-111—I
<br />1
<br />111
<br />NOTE: EXTEND DECO FINISH
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT,
<br />3" MIN.
<br />CLR.
<br />ON 3" CHAIRS TYP,
<br />V-4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" = V-0"
<br />53
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" O,H,D. RECESS
<br />PAVERS /- z
<br />M
<br />SEE A/S3 OR J/S6 —" 1 I I I I I
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V 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 />m _ _ G D
<br />-ICI—ICI—ICI
<br />1-III—III
<br />11=„IIII1IIII.IIIIIH I
<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 T
<br />WWF OR FIBERMESH
<br />D II —III —III —III-,
<br />I I III —III —III—'
<br />l 8" I 1 e_4" I ..8„ 1
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. YJALL SECTION
<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 />SCALE: 3/4"= "0" S3
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />318" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />r
<br />ELEV. U-0"
<br />—A L
<br />A.F.F.
<br />d, 0
<br />° .° '. .° a ' °, .' ° q' : a a 4' .° 4 . • ° ELEV. 4-3 1/2" H
<br />4 2x4 CANT. ° ° ° ; .° ' A.F.F. O
<br />°O ° °° d -
<br />° o .° .4 ° ° n ° N
<br />GARAGE DEPTH VARIES ° °
<br />GARAGE SLAB AT STEP rB
<br />SCALE; 3/4"=1'-0" S3
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />N
<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 />a Z
<br />° 2
<br />\ G
<br />°O
<br />=1 11=1 1=1 I I-1 11=1 11=__I
<br />p D° '. °' III -III -III -III -III -III z
<br />' I-III-III-III-III-III=11I �
<br />g ° D D IIIIII IIIII IIIIII IIIIII IIIIII IIIIII' N
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00
<br />=1 I= I=I I M I IEI I IEI I IMII I I=I (1) #5 REBAR w/ OPT.
<br />1—III—III—I I1= 11= 11=1 11= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE K'T
<br />SCALE:3l4"=V-0" S3
<br />EXPANSION JOINT
<br />1
<br />-' I =1 I IT III=1 • . °. °.
<br />'=IIIII='II;d.'':
<br />-_III-III •- , .. .
<br />-III-III' "�. ` IF
<br />SEEA/S3013J/S6—� 'I!II IIII„l�liii II,II.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />III-1I II--
<br />I I_
<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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />c
<br />r °
<br />n .p
<br />—_7116TI
<br />thll�j
<br />-11 �6 MIL VAPOR BARRIER o. °
<br />I D:
<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. U.N.U.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />2x P.T. BOTTOM PLATE
<br />6x6W1,4xW1.4
<br />WWF OR FIBERMESH
<br />'
<br />_ b 'I II-III=1I1-i'31/2"(min.)-4"
<br />( °D -I -III-III
<br />31/2"(min. - 4" III=III ° •' =I11 III -I 11-
<br />-I
<br />—11 I I I I_ I I 1=1 1=1 I I-1TI TI I-1 I I I''
<br />(2) #5 CONT.� I I ; 111=1111=„III I I ;III='
<br />4" 1'-4"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP (a SHEARWALL
<br />2x STUDS @ 16" O/C
<br />5/8"OR 1/2" HIGH STRENGTH —�
<br />(U.N.O.) (OR %" GYP. TYPE' @
<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 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 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" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 2"
<br />�31/MIN
<br />.
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />v�
<br />18"OR 1/2" HIGH STRENGTH —
<br />J.N.O.) (OR %" GYP. TYPE "X" @
<br />IARAGE W/A HABITABLE ROOM
<br />BOVE)
<br />P.F. DOUBLE
<br />OP PLATE
<br />IMPSON SP2 w/
<br />12) 10d NAILS
<br />/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />"°x3/16" PLATE WASHER (TYP.) -
<br />4LT: 1/2"x12" TITEN HD @ 24"
<br />).C. OR 5/8"x10' WEDGE ANCHOR
<br />D 24" O.C.)
<br />SIMILAR AT FOUNDATION ONLY"
<br />= NOTED, THIS REFERS TO THE
<br />;TEP, SIZE OF FOUNDATION AND
<br />ENFORCEMENT AND WILL NOT
<br />JCLUDE THE WALL
<br />ATACHMENTS
<br />�3 1/2" MI
<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" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />I WWF OR FIBERMESH
<br />�(3 1/2"(min.) - 4" =III=III _ =I I I I I I=11
<br />' -III it I I 111=1 I -I 1 1= I I 1=1 I I T
<br />' I- I-1 I -III -III -III -I I -I 11-'
<br />(2) #5 CONT. 4 —I i I—�I,i I i I 8„
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a" STEP
<br />SCALE: 3/4"=V-0"
<br />1 /2"(min.)- 4"
<br />CC
<br />S3
<br />INSULATION PER FBC AND ENERGY
<br />\ �co `���;�o"�
<br />2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT
<br />\\�/
<br />INTERVALS NOT EXCEEDING
<br />APPLICATION
<br />/�
<br />NOTE:
<br />10'-0" (R302,11)
<br />7
<br />SEE SECTION C/S3 FOR
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />SIDE IF APPLICABLE.
<br />3RD LAYER 1/8" THICK,
<br />10d NAILS
<br />K.O. BLOCK
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600#)
<br />WEEP SCREED INSTALLED
<br />BAR
<br />¢
<br />BOLTS 6" MAX FROM
<br />+ _
<br />PER MFR INSTRUCTIONS
<br />o
<br />END OF 2" x PLATE
<br />F6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40ksi
<br />•_
<br />z_
<br />#3 & #4 LAP SPLICE
<br />a
<br />FINISH GRADE °0
<br />[GRADE 60 MIN. Fy= 60ksiI
<br />— —
<br />11-III—IIIk7L
<br />25"MIN, LAP [30"MIN. LAP]
<br />1II-IIII
<br />�_, I
<br />r
<br />Iw
<br />' I -I I I=I I I
<br />• II
<br />111=11 f=1ll� I
<br />=111=1I=_
<br />=I 1 I —III=.
<br />1= Tr
<br />°°AAA
<br />R 1 7/8
<br />-III-III°
<br />IIII-I
<br />-III -I 1 16- I I ITI-1 I I
<br />I 11-
<br />#5 REINFORCING BAR
<br />1=1 I I=I I 1=1
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />-III-rl I 1-1
<br />I I,
<br />I 1=1 I,
<br />1-
<br />=I I 1=111= I
<br />36"MIN LAP [36" MIN LAP]
<br />ON 3"CHAIRS
<br />, ,I
<br />COMP, SOIL. (COMPACTED TO _—_ -
<br />95% MODIFIED PROCTOR ASTM �1 I I I=III=III=III=1I I=III=III-I I' 10" (TYP") 8 1 4 8
<br />D1557) III IIIIIIIIIIII�IIIII�IIIIIIIIIII„III-''
<br />4" V-4" #6 REINFORCING BAR #5 STD, 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT rG
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION. S3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO °IN °
<br />SEE PLAN FOR &LAYOUT DESIGN
<br />TOP OF BEAM ° — —
<br />SEE ROOF PLAN _ _ _ _ —° °' ° ° a ° II III=III;
<br />(2) HTS20 FOR STRUCTURAL -r _ I_I III, III=III, I III III
<br />BEAM SIZE &
<br />CONNECTION INFO11I-
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />,e SEE A/s3/J/s6 =1 I,I „III III -III „� I'
<br />MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. 4 1-4 8"
<br />z ATTACHED PER NAILING
<br />w 0 SCHEDULE OPTION #1
<br />Q SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD. COLUMN LOCATION Q �
<br />I w SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />P.T. 2x 2 HOLD GYP. BD. w COLUMN SIZE AND BASE
<br />1/2" FROM SLAB o CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />Ol a J CONT. BEAD SEALANT SCALE: 3/4"=V-0" QS3
<br />Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />a`. SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />a -4 COLUMN TO PORCH SILLASONRY WALL AND M Q v V 5;
<br />GARAGE ATTACHMENTS & 18/D1 O.C.0CPAD FOOTING O O�Q
<br />FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- -0 wo-
<br />1/2" GYPSUM WALLBOARD U.N.O. z
<br />;ONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS - �� Q :MBEDMENT @ 12" O.C. TO FOUNDATION PAD =
<br />Uj
<br />1TAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.LU
<br />LATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M
<br />VIIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE d ° OOO
<br />z =
<br />-ENSION 120#) CONCRETE SLAB E �, FILLED SOLID (SEE PLAN FOR = _ _ = a d N Q O?
<br />6 x 6 W1.4 x W1.4 c� SIZE AND REINFORCEMENT) C7 =LU
<br />III=III ' ° ' °' °• =III=III=III=11 W
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<br />ib - _ WWF OR FIBERMESH c,, O w cwn I I —III ' 11=III=III z O Q 0
<br />= — — = j BRICK PAVERS or SLAB PER 0 0 = -T-1 • °• _ - z ¢ Q (� w w w
<br />11=1 11= I IT — ;III=I ° COMMUNITY SPECS LL U d ° — " z 0- z
<br />co 6 MIL VAPOR —_ �'�I 1=1 I -I I= L�—� — — 0'-0"FIN. FLR. I =I =III=III=III=III I I 11=1 I I -
<br />BARRIER 1L 1L i _III=„III= III-II1=1I1=1I1=1I1= -II� III=III=III=III=III III .III -III FOOTING Z �<
<br />-III-I I -I I -III-I
<br />=1111Ill IIIIIIIIIIII
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
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