|
(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" N.O. 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 />SCREWS @ 7" O.C.
<br />8"x8"X16" KNOCK -OUT
<br />CEILING & 8" O.C. WALLS
<br />BLOCK W/ 1#5 CONT.
<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 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 />17
<br />3 1/4" BASEBOARD
<br />�
<br />MIN. 2500 PSI CONC. SLAB
<br />w
<br />MIN PSI MAY VARY PER
<br />o
<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 />6 MIL VAPOR IIIII
<br />III , G
<br />BARRIER04
<br />III
<br />• II=
<br />COMP. SOIL. I 1:
<br />(COMPACTED TO 95% -I I I I =1 I I=III I
<br />I=
<br />MODIFIED PROCTOR III I I I I 1=1 I I —I I
<br />III NOTE: EXTEND DECO FINISH
<br />ASTM D1557)
<br />4" to 6" BELOW GRADE
<br />(2) #5 REBAR CONT. 3" MIN. CLR,
<br />ON 3" CHAIRS TYP. 1'4" (1 STORY)
<br />STD. 90 HOOK
<br />U.N.O. 4" V-8" (2 STORY)
<br />(SEE DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 z"
<br />—
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D.
<br />PAVERS
<br />RECESS
<br />_z
<br />�M
<br />-� —J,
<br />I I _III -_III -_III •
<br />•';'
<br />-III-III-II..'d..'•.
<br />I=11 I=11 ' �'• = I I_
<br />-
<br />-III- I ' •�: ' .: .. I=1 I I-
<br />1111111
<br />SEE A/S3 OR J/S6 -I-I11IIII��IIII;,1111�III-
<br />FOR REINF. INFO. 3" MIN.
<br />CLEARANCE
<br />1' 4" (1 STORY) / 1'-8"
<br />(1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<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 />� D �
<br />=1 11=1 11=1 I I -I
<br />I-III=III-III I D �.
<br />'I,�1IIIIIIIIIIIIIIIIII� I D/ °
<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 &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />CV
<br />6x6W1.4xW1.4 *=
<br />WWF OR FIBERMESH
<br />°
<br />I-
<br />II III —III —III—' -
<br />1 8„ l -1,-T ..-, , ,E, , ,�. �
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ OUT UPLIFT GG
<br />SEE TYP. WALL SECTION
<br />SCALE:3/4"=1'-0" 53
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />II II II
<br />3/8" MORTAR BETWEEN
<br />SLAB & BLOCK
<br />CV
<br />`o ELEV. U-0" L
<br />OL
<br />° a 4 A.F.F.
<br />°. U
<br />A
<br />. ° ' °' Q . °, .. °'A Q. a . ELEV.-0'-31/2" H
<br />°. °' a O
<br />a a ° ° 4 2X4 CANT. v v ° : ',° 9 A.F.F. O
<br />° '° '
<br />.° .° 4 v O
<br />cli
<br />GARAGE DEPTH VARIES °' a a.
<br />d..• G
<br />GARAGE SLAB AT -STEP - (*B l
<br />SCALE: 3/4"=V-0"
<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 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" 0'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 />�3 1/2" MIN.
<br />' D
<br />D °D'
<br />CID �—�1TI-1I� _— p •
<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.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 1U-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 />3 1/2"(min. - 4" I I=1 I —III III —I I I-
<br />-_ _ _ _ _
<br />III -III _III -III -III -III III -III I''
<br />(2)#5CONT. 1l II I ,III1�11II1�11I11�111 I IIII='
<br />4" 1'4' 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @n STEP n@ SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C ens'
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C � \0
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �Goors 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 81, C.M.U. FORM SUBMITTED WITH PERMIT
<br />ROWS OF 2x BLOCKING @IRD POINTS APPLICATION � NOTE: INTERVALS NOT EXCEEDING
<br />1 "x P.T. STUD (2) THIRD NT
<br />SEE SECTION C/S3 FOR 1 U-0" (R302.11)
<br />#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" CONTINUOUS TO FDOTER BELOW 90 HOOK DETAIL METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5l8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT, OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 "
<br />2x P.T. PLATE
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS ) ^
<br />6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24"MIN. LAP]
<br />SPACE ANCHOR 5 0#, MIN. TENSION 2600#
<br />SPACED EVENLY 2X PT PLATE #5 REINFORCING
<br />w/ (10) 10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />�,P r 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH �, E
<br />ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Lu
<br />0 D °
<br />- ° D D GRADE 40 MIN. Fy= 40ksi D
<br />GRADE t1 z_ #3 & #4 LAP SPLICE _
<br />r ° D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] a -I I I -III -III m ' 6 D D III -III -III -III- o
<br />MONO OR STEMWALL Z M — — — p D • 25"MIN. LAP [30"MIN. LAP] a I-III=III-III III III -III -III-' '-
<br />FOOTING MONO SHOWN ;• ° —' j �— — — - � _ _ • •
<br />-1 I=I -III W i=III=III I I -I D III I I I=III=III=1
<br />FOR CLARITY D �' D _ —_— °D 6 MIL VAPOR BARRIER I I I III D o. ° I=III=1 I I=II= i . 0O R 1 7/8„ ' —III=III IIIII= ° 1-1
<br />I=1 I I I III -III -III -III-, #5 REINFORCING BAR _ I I I=III=III=1 I I I I=I I I I I=III-
<br />D D' D D I -III -III -III -I I L-III I _ N z T I _
<br />III -I I I -I I 1=I I1=1 I1=1I I= z III P=1 I1--I I1=I I I -I I1= .- #5 LAP SPLICE 1-1I I III -I I1=1I I I I1=1I I 11-
<br />_ ___ 1111111 • IIIII III=III=III-1 2 #5 coNT. III 11, , ,111=III, , , I I
<br />NOTE: I=1I1=III=III=III-II1-I - - - -I 1
<br />g D D III -III -III -III -III -III= N _ _D ° ' _ I— . LAP [36" MIN. LAP] ON 3" CHAIRS
<br />III III II 36"MIN
<br />*FOR BEARING WALL =III=III=III=III=IIII; ' T COMMODIFI. (COMPACTED
<br />ATOM ' �I I I=I11=I I1=1I I=11I-1I I=III=11 10„ (TYP,) 8" 1'-4" 8"
<br />W/ UPLIFT ONLY — — — — � _ _ _
<br />I I=III=III=1I I=III=III=III=1I1=III=III=III=III=III=III=III-III D1557) III Ill 1II11 I II I I, �,I I I, �,I I, �,I II I-' #6 REINFORCING BAR
<br />=1 I L-1 I I -III -III- 1=1 11=-1 11=1 11=1 I f-1 11=1 11=1 11=1 11=1 11-'' 4" 1'-4" #5 STD. 90 HOOK
<br />"-��I=III-IIL,,111,1111111�111���1111�11111;IIII-III-III-III
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD'� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SCALE: N.T.S.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°° 11-1 '1=1 I 1=1_- El I -
<br />_-(1) 45 REBAR w/ OPT.
<br />' iI I I I IIIII I IIIII IIII IIIII I IIIII IIII 11=SCREEN ENCLOSURE
<br />5/8"OR 1/2" HIGH STRENTw/2x
<br />USS BOTTOM CHORD OR 2x4 #2 SPF
<br />@ 12" O.C. w/ (2) 12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPOCKING
<br />END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLECH
<br />ABOVE)E
<br />UPLIFT SCHEDULE FOR UPLIFT
<br />NNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/2"x
<br />S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILSU.N.O.
<br />5/8"° x 10" "J" BOLT @ 24"O.C.
<br />BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />24" O.C.)
<br />NSULATION PER CHART ON FLOOR PLAN
<br />@
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />/—SIMPSON SP1 w/ 00) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />ATTACHMENTS 2"
<br />WWF OR FIBERMESH
<br />�3 1/2" MIN.
<br />D °
<br />.
<br />_
<br />z
<br />D °D
<br />_
<br />I I 1=1 11=1
<br />I-1 1/2"(min.)- 4"
<br />00
<br />-
<br />3 1/2"(min.) - 4" =1 11=1
<br />I f=
<br />=1 I I
<br />-I
<br />I I I-� I i-
<br />''
<br />=I 11=1
<br />' 11=
<br />(2) #5 CONT.
<br />I I
<br />I
<br />I I
<br />4"
<br />I I I=1 11=1 11=1 I I
<br />I 111 I III -III -III -I
<br />1-11I,_41,11—I
<br />III -III
<br />1=1 I I-'
<br />Illy
<br />I'
<br />U.N.O.
<br />MIN.
<br />TYPICAL BEARING WALL CV STEP CC
<br />SCALE:3/4"=V-0" S3
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE C—L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />1 13"
<br />--I O.H.D. RECESS
<br />T A �.
<br />�_ .•. a
<br />-I i 111111/111 a. 00
<br />' I
<br />III -I I E 4111= T
<br />'II -III •�'. •..: ' _-_I
<br />-III-I I ' •�. I -I I I-
<br />I-11
<br />SEEA/S30RJ/S6�-IIIFIIIIliillll 1111�.
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1'-4" (1 ST RY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01 J CONT. BEAD SEALm
<br />d INTERIOR
<br />°.. 4„
<br />a..'.da
<br />a a..
<br />n.
<br />;ONCRETE NAILS W 1 1/2'
<br />MBEDMENT @ 12" O.C.
<br />,TAGGERED, FROM BOTTOM
<br />LATE TO CONCRETE
<br />AN. SHEAR 180# MIN.
<br />ENSION 120#) CONCRETE SLAB
<br />� A
<br />'C
<br />E_
<br />N �- I=1=i 11- 111=
<br />M 6 MIL VAPOR - = i'-
<br />BARRIER
<br />S3 S3 SCALE: 3/4"=1'-0" S3
<br />VARIES
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)7
<br />AT 24" O.C. MAX. FOR TRUSS - °
<br />SEE PLAN FOR CONNECTION INFO ��;
<br />& LAYOUT DESIGN
<br />TOP OF BEAM —
<br />SEE ROOF PLAN
<br />1-
<br />(2) HTS20 -50 FOR STRUCTURALr _ I=III,,=III,=III, IIII III .
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />7 11
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=III III-III=III � I'
<br />MIN 7/16" O.S.B. SHEATHING
<br />, ,III , ,
<br />SEE A/S3/J/S6 4" — 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />2
<br />SCHEDULE
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />g w COLUMN SIZE AND BASE
<br />o W CONNECTION INFO SLAB STEP & RECESS ng S.G.D. M
<br />cn
<br />SCALE:3/4"=V-0" S3
<br />2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />z z
<br />M C
<br />E
<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 />a.
<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 />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<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
<br />M
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z
<br />GRADE
<br />a ' °
<br />r,
<br />FILLED SOLID (SEE PLAN FOR
<br />____ _ =
<br />a a.
<br />6 x 6 W1.4 x W1.4 N
<br />SIZE AND REINFORCEMENT)
<br />(3 J
<br />-III-III
<br />' °
<br />°'
<br />°�
<br />I -III -III -III -I'
<br />d
<br />WWF OR FIBERMESH r
<br />M
<br />Z= w o—III-1
<br />1= a w
<br />I I=III
<br />—III=1I1=1II— w
<br />I I I=III III=III= z
<br />BRICK PAVERS or SLAB PER
<br />p o _
<br />EII1=1
<br />•
<br />• °0
<br />III
<br />°
<br />U-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />U- --
<br />11-I
<br />=III=III=III-III
<br />11
<br />_
<br />— " ¢
<br />III=III- - w
<br />41 14
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />K
<br />S3
<br />�' • '�I Los
<br />111 III=III=III=1 I I=1 I I I I=1 11=1II= ' FOOTING
<br />11=III=III=1111-111 I I ,III -I I I—' BEYOND
<br />PAD REINFORCEMENT I -I I 1—III—I i—' '-
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE N.T.S. S3
<br />I
<br />M
<br />N
<br />O
<br />N
<br />p.'I .s,
<br />LO
<br />O
<br />L0
<br />`.1 e n
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