|
(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 4:1? 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 />EDGE
<br />5/8" OR 1/2"HIGH
<br />ALUMINUM FASCIA
<br />STRENGTH CEILING
<br />12"
<br />2x SUB FASCIA
<br />BOARD PER CODE. (OR 5/8"
<br />.N.O.
<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 />ix4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />LL
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />a
<br />MIN PSI MAY VARY PER
<br />-
<br />MUNICIPALITY.
<br />�'
<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 />�� �
<br />, r
<br />' � ° D
<br />°° �
<br />M �-
<br />III=1 � 1=1 I � -
<br />o,
<br />`�
<br />6 MIL VAPOR I � II
<br />o
<br />I —I
<br />I=-
<br />T
<br />I
<br />BARRIER III
<br />,� �°
<br />4
<br />I I II � I
<br />�
<br />®�
<br />11=
<br />N
<br />COMP. SOIL. IIII
<br />�
<br />(COMPACTED TO 95% =I I
<br />I I =III
<br />—III
<br />11=
<br />MODIFIED PROCTOR III
<br />I I III —I
<br />11=1I
<br />I I I
<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 />1'-4" (1 STORY}
<br />STD.
<br />90 HOOK
<br />U.N.O. 4"
<br />1'-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Z"
<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
<br />�' z
<br />TM �
<br />III .I 11=III=III
<br />.. �'
<br />�.. =::
<br />a
<br />I I I=1 11= �I '
<br />=1 I I —III —I I
<br />—III—III
<br />.:'d; ,.
<br />•' .. a:..
<br />4
<br />— _
<br />� I
<br />�—III
<br />—III—I
<br />,a •, �.• '
<br />��.
<br />III-1
<br />I=1I_I=
<br />SEE ,vs3 OR J/s6 - I I I I
<br />I I I I � I III, ,,
<br />I I,
<br />I IIII=
<br />FOR REINF. INFO.
<br />3"MIN. CLEARANCE
<br />1'
<br />4" (1 STOR
<br />) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />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 />� p �
<br />°
<br />=1=III=—L-1 m
<br />i-1 I I —III —III � I ° ''
<br />I I:IIIIIIIIIIIIIIIIIII II•` —I D/ °
<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 _�
<br />6x6W1.4xW1.4 r
<br />WWF OR FIBERMESH "'
<br />. ° ,
<br />° I I=1 11=J_I= ILI- o
<br />• � II III —III —III—' r
<br />TYPICAL INTERIOR BEARING
<br />WALL w/OUT UPLIFT GG
<br />SEE TYP. V1�'ALL SECTION SCALE: 3/4"=1'-0" S3
<br />LOAD BEARING OR --
<br />EXTERIOR WALL
<br />SEE CC/S3 OR �
<br />G/S3 FOR ANCHOR a
<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 />N
<br />FV
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />3/8" MORTAR BETWEEN
<br />SLAB &BLOCK
<br />CI ��i n�.n��
<br />GARAGE SLAB AT STEP
<br />SCALE: 3I4"=1'-0"
<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 />r
<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 REO'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 />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />2x P.T. BOTTOM PLATE
<br />O.C. OR 518"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 />�
<br />_ z
<br />C °
<br />° ° �=1 � I=1 � I� ; I �31/2"(min.)- 4"
<br />—I —III—I � 1—
<br />� 31/2"(min.) - 4" 1=L I— � —1 � 1 I � 1=� 1I-
<br />- —I 1 I —I I —I I I�
<br />'—i��=1�1 1►►=1►►=I�1=I�1 ICI —ICI I�'-
<br />(2) #5 coNT.11 —11 ,,,I I I� � II I I_„III_„I I„I I I-''
<br />4" 1'-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL � STEP C� SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />��
<br />5/8"OR 1/
<br />(U.N.O.)
<br />GARAGE
<br />ABOVE)
<br />S.P.F. DO
<br />TOP PLA
<br />SIMPSO
<br />(12) 10d
<br />5/8"° x 10
<br />2"°x3/16"
<br />(ALT: 1 /2'
<br />O.C. OR
<br />@ 24" 0.
<br />"SIMILAR
<br />IF NOTE
<br />STEP, SI
<br />REINFO
<br />INCLUDE
<br />ATTACH
<br />���
<br />2"HIGH STRENGTH —� `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />W/A HABITABLE ROOM
<br />LIBLE
<br />TE
<br />N SP2 w/
<br />NAILS
<br />" "J" BOLT @ 24" O.C. w/
<br />PLATE WASHER (TYP.)
<br />'x12" TITEN HD @ 24"
<br />5/8"x10' WEDGE ANCHOR
<br />C.)
<br />AT FOUNDATION ONLY"
<br />D, THIS REFERS TO THE
<br />ZE OF FOUNDATION AND
<br />RCEMENT AND WILL NOT
<br />THE WALL
<br />MENTS 2'
<br />�3 1/2" MIN.
<br />D D G� .
<br />— I —I � I —I � 1-
<br />"(min.)-4"=1�1=1�1 — � � ICI ICI ���II-
<br />I I I —I I-1
<br />�' =1 111 � II I I I I I I=1 11=1 11=1 I I III —III ''
<br />(2) #5 coNT. 14r1 I� � II I I„�1141,� 1111� � �1 I, � ,I8,1-
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @STEP CC
<br />SCALE:3/4"=1'-0" S3
<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 />WWF OR FIBERMESH
<br />D �
<br />III.. =III-III='3 1/2"(min.)- 4"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />��Eos�vV
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ens
<br />S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" 0/C EDGES, AND 12" 0/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 />�GM�N pUs
<br />��
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />°�'
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @THIRD POINTS
<br />APPLICATION
<br />/
<br />`
<br />NOTE:
<br />#5 VERT, IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADD TIONAOLNNFOR OTION
<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 �i00K DETAIL
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<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 PS! CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />Zx P.T. PLATE
<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 />SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />a
<br />BOLTS 6" MAX FROM
<br />2x P.T. PLATE
<br />.;
<br />WEEP SCREED INSTALLED
<br />�
<br />END OF 2" x PLATE
<br />ASSUMED FINISHED
<br />�
<br />'E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />'�
<br />o
<br />GRADE
<br />�,
<br />°
<br />� ' °
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />v
<br />a
<br />a
<br />° � D
<br />FINISH GRADE °O
<br />�
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />a
<br />_
<br />—III—I � I —I � I
<br />,
<br />m
<br />°
<br />z
<br />�
<br />�:,� _ _
<br />— i I --
<br />�� D
<br />25"MIN. LAP [30" MIN. LAP]
<br />�
<br />I � I � =1 � I=III
<br />� D
<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 �., � d'
<br />° p.
<br />° II —III —III —III-
<br />III III=III=III—' T
<br />° D —1 I �=1 —III - W I —I � 1=1 � I III—� D�° —I � I 11=1 � 1=1 � 1=
<br />° o. � � . P _—_—_—_—_—_ °° 6 MIL VAPOR BARRIER -1 I I III � � ° ' I 1=III=III=III=_ °° R 17/8" � '' —III; „I I I, I II � 1= — --
<br />° .. • _ _ ' I=1 I I I °'• I � 1=�=1 � I —I � I— T #5 REINFORCING BAR I I I=1 � 1=1 11=1 I I I I I=1 I I 11=1 � 1-
<br />I —III —I � I —I � I —I � I —I � I I I N z � I ___
<br />a° . '� '. � °�' �°D III —III —III —III —III —III- Z IIII o : �.11=III—III—III—III= r g #5 LAP SPLICE — I—,III—III=III=11I III=III III- '
<br />D D° 1=III—III=III=III=III=1 I� I II I I I I �� I II � II I I I� I I I I I I II I I IIIIII �'I (2) #5 CONT. —III=III I � I, ,, I 11=1 � I, ,, I I
<br />g ° III=III=III=III=III=III= N o _ _ _ = 36"MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />�.a (=1 � I=1 � I=1 � I=I � I=1 � I= I � •- COMP. SOIL. (COMPACTED TO —I I _ 8" 1'-4" 8"
<br />_ _ _ _—�' 95% MODIFIED PROCTOR ASTM I �= I I=III=1 � (=I � I=I I (=III=I � I=III 10" (�P')
<br />11=III=III=III=III-ICI=ICI=I�II,I11 D1557) 'III III�II�II�I��II�II�II�I���I�I111�11-1' #6REINFORCINGBAR
<br />—III=III=III=III=III=III=III— 4' 1 `-4"
<br />#5 STD. 90 HOOK
<br />„ �—III-1 I [, , ,I I I, � II I I=1T—III—III, ; ,III-1 I I, ..III —III-
<br />_,,, ,_„—_„— -- _ — #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION �� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/UPLIFT
<br />G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° ° av GRADE
<br />°° I _I I__1=1I=III=1-1=� =III=� I�� ' __—I � I —I � I —I � I —I i I —I
<br />�` 1 #5 REBAR w/OPT.
<br />= I=1—=� I �=11 O
<br />' I=1 11=1 11=1 11= 11= I I —I 11= 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" •�
<br />O.H.D. RECESS � �.
<br />CV �
<br />M
<br />N.. , n� .. '. w
<br />r C .. .� a., _ .;
<br />M _ i �
<br />—' I I -1 I � I I� .I I I� I ,' .'.. ' �:.' .. ` � I I 1=1 I �' I I-- •�
<br />—III—III
<br />i=III=1 I � : ' ' ' `. 1=4 1I-
<br />I � �I I II I II I -y: +� � � .. I-111
<br />L� II I a.,:� .:'., III—
<br />SEEA/S3ORJ/S6-II�IIIIIII�,III,�� IIIII...
<br />FOR REINF. INFO. 3"MIN. CLEARANCE
<br />GARAGE DOOR SLAB RECESS �
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=1'-0" S3 r SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 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 °�N °
<br />SEE PLAN FOR "'
<br />TOP-0F BEAM &LAYOUT DESIGN a a — — --
<br />SEE ROOF PLAN � � _____ _ _� °. °. e a ; ° III III, IIII;
<br />III-
<br />(2) HTS20 FOR STRUCTURALr � � � I III I I (=III, IIII I °a � I IIII ,
<br />BEAM SIZE & � � I a a —�
<br />CONNECTION INFO r�
<br />P,T. 2x
<br />1/2" GYP. BD.
<br />2» HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" � CONT. BEAD SEALAf�
<br />.a Q INTERIOR
<br />a`. _ I'
<br />'a .d G —�
<br />a A . a..
<br />;ONCRETE NAILS W 1 1/2'
<br />!MBEDMENT @ 12" O.C.
<br />ITAGGERED, FROM BOTTOM
<br />'LATE TO CONCRETE
<br />V11N. SHEAR 180#MIN.
<br />'ENSIGN 120#) CONCRETE SLAB
<br />Od A
<br />c
<br />� � -
<br />N� I Ir�l I Im I � - �� ;.III=
<br />M 6 MIL VAPOR = — P-
<br />BARRIER �I
<br />II � •. —III-
<br />III=
<br />2x4 #2 SYP P.T. FRAMING w/
<br />—_ I —I
<br />=III, I �; I 1=1 I I, I'
<br />.,
<br />MIN 7/16 O.S.B. SHEATHING
<br />,III-1
<br />_ _ �� , ,�
<br />SEE A/s3/J/s6 4 1 -4 8
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />W
<br />�
<br />SCHEDULE
<br />�
<br />�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />� w COLUMN SIZE AND BASE
<br />o W coNNECTION wl=o' SLAB STEP &RECESS S.G.D. M
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />N it
<br />M
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />,-
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS .�
<br />-
<br />TO FOUNDATION PAD _ �
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. �' '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
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<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 202i1 FBC 7th Edition
<br />by Debra Anne Klahr PX23M7G
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<br />STRUCTURAL
<br />DETAILS -MONO
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