|
1 it
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<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
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />11 •�
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM END OF 2 x PLATE
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<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 />A
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION I a _
<br />(2020)-RESIDENTIAL =� I I—I—W. I —I °' D . I o'—� — I —I-- 9
<br />� J..L—�J..LJ. I r
<br />I
<br />PRE ENGINEERED WOOD I �TffTff TIT r, ° • _ -
<br />TRUSS @ 24" O.C. U.N.O.
<br />LI TII Tff 1TI—I I I-1LT 11TT�
<br />HURRICANE ANCHOR @ EACH T - �IIIi III i i I I IIi� r TT�
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8f' -
<br />(NP') VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 OIL SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8"OR 1/2" HIGH STRENGTH J `'TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH —
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE)
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) -
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD SP1 "SIMILAR AT FOUNDATION ONLY"
<br />- IMPSON
<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 />5/8"x 10" "J" BOLT @ 24" O.C. W/ w ( )/ 10 10d NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 2411I2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />24"OC x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4
<br />F OR FIBERMESH WWF OR FIBERMESH
<br />A. @ .) WW HMEN S
<br />d v e "' °.p a ° :° d ELEV.-0'-3
<br />1/2" z 3 1/2" MIN. 3 1/2" MIN.
<br />v...d.. .'° °.. e'v d Q
<br />e ' d 2x4 CONT. °• ° °• A.F.F. O
<br />A
<br />ILL
<br />° .d e v O Z C =�— —T 1/2"(min.) 4" Z -I '3 1/2"(min.)- 4"
<br />e v: ° Q ° . ° CV p ° I III —I Ir _ p D p r
<br />d i I °... ° Q , e.00° •. — —III—II Ir
<br />GARAGE DEPTH VARIES °' °
<br />d.A ° -�Tf tII — Lff ZI
<br />IL lll
<br />:e ° .. ,e
<br />•� � 4. 4 � TIIIIIITIIT TII- i
<br />(2) #5 CONT. 4" V-4" 8"
<br />GARAGE SLAB AT STEP rB"'� U.N.O. MIN.
<br />TYPICAL BEARING WALL (c STEP (aD SHEARWALL
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING s\�oSE°o
<br />STRENGTH CEILING 12" NO. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens'
<br />.
<br />BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ON �O\)s
<br />�o �N 2x BLOCKING HORIZONTALLY@
<br />ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT ° INTERVALS NOT EXCEEDING
<br />SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11)
<br />CEILING & 8" O.C. WALLS FILLED SOLID VV/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL ADDITIONAL INFORMATION
<br />INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR "o " 11 " " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL 10d NAILS
<br />PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 "
<br />1x2 P.T. HORIZONTAL (IF NO UP LIFT ON °� 2x P.T. PLATE
<br />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/
<br />"SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#)
<br />STD. 90-HOOK SEE DETAIL - SPACED EVENLY FIBERMESH 2X PT PLATE zo" MIN. LAP [24"MIN. LAP] SPACE ANCHOR ^
<br />( ) w/ 10 10d NAILS #5 REINFORCING
<br />( ) i., 1 WEEP SCREED INSTALLED
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 `�
<br />2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E
<br />ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR W o p
<br />1x2 PT WD FURRING @ 24" O.C._/ ' GRADE �, to ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a °
<br />1 #VERT. IN FILL CELLS • z �, 0. FINISH GRADE °° 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a -III-III-III m p D I I —III -III —I 11;
<br />() 5 MONO OR STEMWALL - - - -0. [ ]IT--
<br />1/2" GYPSUM WALLBOARD °
<br />U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;-"'-1I1 - -
<br />_ IC w ' I=1 � I=I � I I I —I �• 11 I I I=I � I=I � I=I
<br />W t l l-1 I I III— —' FOR LOCATIONS) FOR CLARITY D e R - °O 6 MIL VAPOR BARRIER l D e. ° lli�Jl - °r° R 1 7/8" `n ' - -° - - -
<br />00
<br />3 1/2"(min.) -
<br />—III—I I-1 I'
<br />=III t I I I I I I=1 I I-1 I I-1 I I I I I —I I I
<br />(2) #5 CONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=1'-0" S3
<br />1x4 P.T. BASE NAILER
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<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
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />11 •�
<br />(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6 MAX FROM END OF 2 x PLATE
<br />UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<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 />A
<br />PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION I a _
<br />(2020)-RESIDENTIAL =� I I—I—W. I —I °' D . I o'—� — I —I-- 9
<br />� J..L—�J..LJ. I r
<br />I
<br />PRE ENGINEERED WOOD I �TffTff TIT r, ° • _ -
<br />TRUSS @ 24" O.C. U.N.O.
<br />LI TII Tff 1TI—I I I-1LT 11TT�
<br />HURRICANE ANCHOR @ EACH T - �IIIi III i i I I IIi� r TT�
<br />12 TRUSS (SEE UPLIFT SCHED.) W/ 8f' -
<br />(NP') VARIES METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SN1 OIL SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES
<br />INSULATION BAFFLE ALUMINUM DRIP
<br />EDGE
<br />5/8"OR 1/2" HIGH STRENGTH J `'TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH —
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE)
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"'x3/16" PLATE WASHER (TYP.) -
<br />3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @ FIELD SP1 "SIMILAR AT FOUNDATION ONLY"
<br />- IMPSON
<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 />5/8"x 10" "J" BOLT @ 24" O.C. W/ w ( )/ 10 10d NAILS IF NOTED, THIS REFERS TO THE—SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 2411I2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />24"OC x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4
<br />F OR FIBERMESH WWF OR FIBERMESH
<br />A. @ .) WW HMEN S
<br />d v e "' °.p a ° :° d ELEV.-0'-3
<br />1/2" z 3 1/2" MIN. 3 1/2" MIN.
<br />v...d.. .'° °.. e'v d Q
<br />e ' d 2x4 CONT. °• ° °• A.F.F. O
<br />A
<br />ILL
<br />° .d e v O Z C =�— —T 1/2"(min.) 4" Z -I '3 1/2"(min.)- 4"
<br />e v: ° Q ° . ° CV p ° I III —I Ir _ p D p r
<br />d i I °... ° Q , e.00° •. — —III—II Ir
<br />GARAGE DEPTH VARIES °' °
<br />d.A ° -�Tf tII — Lff ZI
<br />IL lll
<br />:e ° .. ,e
<br />•� � 4. 4 � TIIIIIITIIT TII- i
<br />(2) #5 CONT. 4" V-4" 8"
<br />GARAGE SLAB AT STEP rB"'� U.N.O. MIN.
<br />TYPICAL BEARING WALL (c STEP (aD SHEARWALL
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING s\�oSE°o
<br />STRENGTH CEILING 12" NO. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ens'
<br />.
<br />BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />GYP. TYPE "X" @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C JM
<br />W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ON �O\)s
<br />�o �N 2x BLOCKING HORIZONTALLY@
<br />ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT ° INTERVALS NOT EXCEEDING
<br />SCREWS @ 7" O.C. BLOCK W/ N CONT. KNOCK-OUT
<br />1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11)
<br />CEILING & 8" O.C. WALLS FILLED SOLID VV/GROUT 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL ADDITIONAL INFORMATION
<br />INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR "o " 11 " " "' " METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />CHART ON FLOOR 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 �i00K DETAIL 10d NAILS
<br />PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 "
<br />1x2 P.T. HORIZONTAL (IF NO UP LIFT ON °� 2x P.T. PLATE
<br />5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/
<br />"SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#)
<br />STD. 90-HOOK SEE DETAIL - SPACED EVENLY FIBERMESH 2X PT PLATE zo" MIN. LAP [24"MIN. LAP] SPACE ANCHOR ^
<br />( ) w/ 10 10d NAILS #5 REINFORCING
<br />( ) i., 1 WEEP SCREED INSTALLED
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 `�
<br />2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E
<br />ARCHITECTURAL TYP. c PER MFR INSTRUCTIONS
<br />FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR W o p
<br />1x2 PT WD FURRING @ 24" O.C._/ ' GRADE �, to ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a °
<br />1 #VERT. IN FILL CELLS • z �, 0. FINISH GRADE °° 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a -III-III-III m p D I I —III -III —I 11;
<br />() 5 MONO OR STEMWALL - - - -0. [ ]IT--
<br />1/2" GYPSUM WALLBOARD °
<br />U.N.O. (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;-"'-1I1 - -
<br />_ IC w ' I=1 � I=I � I I I —I �• 11 I I I=I � I=I � I=I
<br />W t l l-1 I I III— —' FOR LOCATIONS) FOR CLARITY D e R - °O 6 MIL VAPOR BARRIER l D e. ° lli�Jl - °r° R 1 7/8" `n ' - -° - - -
<br />00
<br />3 1/2"(min.) -
<br />—III—I I-1 I'
<br />=III t I I I I I I=1 I I-1 I I-1 I I I I I —I I I
<br />(2) #5 CONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=1'-0" S3
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />LL
<br />MIN. 2500 PSI CONC. SLAB
<br />a
<br />MIN PSI MAY VARY PER
<br />-
<br />MUNICIPALITY.
<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 />cV
<br />r� =IIII
<br />° to
<br />° L
<br />Z
<br />00
<br />M
<br />o
<br />00
<br />6 MIL VAPOR""E�u
<br />BARRIER
<br />II
<br />; to It. 4 II
<br />D• • —
<br />r
<br />COMP. SOIL.
<br />°
<br />(COMPACTED TO 95%
<br />—
<br />1 �T
<br />— I —
<br />I I 11— 1 I— I -fT
<br />NOTE: EXTEND DECO FINISH
<br />MODIFIED PROCTOR
<br />4" to 6" BELOW GRADE
<br />ASTM D1557)
<br />(2) #5 REBAR CONT.
<br />3" MIN, CLR.
<br />ON 3" CHAIRS TYP.
<br />1'4' (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O.
<br />4"
<br />1'-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />q
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS z
<br />��t
<br />C7 Z,
<br />. .
<br />4.
<br />...
<br />—
<br />J
<br />4" 00
<br />1
<br />r
<br />_ 1Tf
<br />_=
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<br />1'
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<br />1'
<br />8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS ri1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
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<br />SLAB INFORMATION.
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<br />31/2" WWF OR FIBERMESH
<br />min. 4"
<br />° " 'v GRADE
<br />v _ U TTi � F I
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<br />SCALE:3/4"=1'-0" S3
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<br />O.H.D. RECESS
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<br />SEE A/S3 OR J/S6 IT rrII •,
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<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS rT�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALANT
<br />Q INTERIOR
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<br />SCALE:3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />�l,� °
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
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<br />T& LAYOUT DESIGN
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<br />I I —III-
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<br />SEE A/S3/J/S6 ���" g'
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<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
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<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
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<br />GARAGE
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<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
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<br />W/DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />-
<br />EXTEND FILL CELLS TO FOUNDATION PAD _
<br />MAT REINFORCING. `!' '
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<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. �3_
<br />MAR 2 5 2023
<br />\rR/\
<br />Virtual Review Assist. Inc.
<br />Plans Review completed and approved
<br />+3r compliance with the 2020 FBC 7th Editi
<br />by Debra Anne Klahr PX2300
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<br />LAST PLOT DATE
<br />Dec. 15, 22
<br />4_0
<br />Q
<br />STRUCTURAL
<br />J
<br />DETAILS —MONO
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