|
v+
<br />3
<br />v
<br />a
<br />N
<br />O
<br />0
<br />J
<br />00
<br />LO
<br />CID
<br />0
<br />i
<br />Q
<br />rn
<br />x
<br />0
<br />00
<br />cc
<br />LID
<br />N
<br />3
<br />C
<br />a
<br />0
<br />O
<br />i
<br />v
<br />a
<br />N
<br />O
<br />OE
<br />J
<br />i
<br />U
<br />0
<br />c
<br />0
<br />U
<br />U
<br />-o
<br />U
<br />iz:
<br />N
<br />0
<br />4i
<br />v
<br />0
<br />0
<br />d
<br />0
<br />0
<br />LO
<br />0
<br />w
<br />Q
<br />m
<br />0
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INSU
<br />5/8" OR 1/2" HIGHS
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER —�
<br />CHART ON FLOOR
<br />- PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL;
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />7VIF 7/)_
<br />II II II II
<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 />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL
<br />FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @
<br />APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />@ 6" MAX FROM END OF 2 x PLATE SLAB &BLOCK
<br />N 5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />(1) LAYER TYPE II #30 (2) #5 CONT. ON 3" �_ 2"°x3/16" PLATE WASHER (TYP.)
<br />( ) 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C.
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. 0'-0" (A 5:112"x' WEDGE ANCHOR @ 24"
<br />PITCH > 4:12 ,
<br />2"
<br />(2) LAYERS TYPE I OR TYPE II G 4 A.F.F. O.C.)
<br />(#15 OR #30) UNDERLAYMENT -III= I �I I I=I °S a ° °' I �I 11=I 1= I I= o ° a z 31 /2"MIN.
<br />FOR ROOF PITCH A 12 OR LESS. LTIII I I-1 I (=III D D • i I I_I—I I=III ' a ° ` ` ° ° ELEV. 4-312' Z
<br />� I_I
<br />PRE ENGINEERED WOOD I I„I 111=I — —
<br />''rl
<br />TRUSS @ 24" O.C. U.N.O.i'-
<br />HURRICANE ANCHOR @EACH I F—=I I II i �I I I
<br />zz/ TRUSS (SEE UPLIFT SCHED.) W/
<br />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
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />4
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />— — INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />A.F.F. o
<br />° a ° 2x4 CONT- a o
<br />a
<br />a° `° 31 /2"(min. - 4" I � I=1 I I D°
<br />GARAGE DEPTH VARIES Q _
<br />1 IEI I I FE _III —I
<br />° ° a 4 I I ,ir IIIf
<br />(2) #5 CONT. 4„
<br />U.N.O.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL
<br />SCALE: 3/4"=1'-0" "SHEAR WALL"
<br />ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />%12'N.O,\ 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW TOP PLATE STUD BELOW
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS U.N.O.
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'4'.
<br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ 10 10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS
<br />( ) IF NOTED, THIS REFERS T
<br />STEP, SIZE OF FOUNDATIO
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH
<br />31/2" MIN.
<br />° T D °
<br />11= =111�; I'31/2"(min.)-4" °_HI II=III=III='31/2"(min.)-4„
<br />I — — a 1=1 I �I 11=
<br />I11 I I (=1 I I-- 31 /2"(min) - .4"=111=11 _
<br />III —I I� I'
<br />(2) #5 CONT.
<br />U.N.O. i MIN.
<br />SHEARWALL C TYPICAL BEARING WALL @ STEP rCC
<br />SCALE:3/4"=V-0" S-1 SCALE:3/4"=1'-0" S3
<br />SE�UP�
<br />Pis
<br />M
<br />EE SOFFIT
<br />SHEET
<br />LOAD BEARING OR
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />0\ N, aps
<br />�o ��N
<br />°°�'
<br />1 ROW 2x BLOCKING MID HGT.
<br />FOR WALL HGT. < 8'-6". (2) ROWS
<br />8"x8"X16" KNOCK -OUT
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />NOTE;
<br />2x BLOCKING @ 3rd PTS FOR
<br />BLOCK W/ 1#5 CONT.
<br />1 " x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />WALL HGT. > 8'4'.
<br />FILLED SOLID W/GROUT
<br />_
<br />v
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 MOOK DETAIL
<br />SIMPSON SP1 w/
<br />SIDE IF APPLICABLE.
<br />8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />5/8"x6" ' J' BOLTS BOLT
<br />5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3116"
<br />@
<br />3RD LAYER 1/8" THICK.
<br />K,O. BLOCK
<br />(10)10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />2x P.T. PLATE
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600# )
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP 24" MIN. LAP
<br />[ 1
<br />#5 REINFORCING
<br />BOLTS 6` MAX FROM
<br />E
<br />6 x 6 W1.4 x W1.4 �,
<br />w/ (10)10d NAILS
<br />N
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />w
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH M
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />o
<br />—
<br />, .. .
<br />a
<br />N %—�— _ z_ #3 & #4 LAP SPLICE
<br />GRADE - o n 01 GRADE 40 MIN. Fy= 40ks1
<br />x2 PT WD FURRING @ 24" O.C.
<br />111-I I I III 11—I I I_I I I_I I I_
<br />_ FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] a I �II=1 I I—) I I I D III I I I=1 11=III-'
<br />CL
<br />(1) #5 VERT. IN FILL MONO OR STEMWALL Z M 25" MIN. LAP [30" MIN. LAP] < i
<br />1/2" GYPSUM WALLBOARD ° — �. U.N.O. CELLS (SEE FOOTING MONO SHOWN p p ° p r�I _ - w
<br />FOUNDATION PLAN FOR CLARITY o ° _ _ _ _ ___ °O 6 MIL VAPOR BARRIER I o ° I I III I I O° �' 1= _ _ —'
<br />FOR LOCATIONS I I=I °' ( _ #5 REINFORCING BAR R 1 7/8' _ I I I I=III=1I I=1 I I I=III I I=1II—
<br />p o D p P — I —I 1 I —I I I-1 I —I 1—I III —III —III —III III —I i I I 11-
<br />1x4 P.T. BASE NAILER ° I -- — I N z t- — I-
<br />4'rx4"INSPECTION D D ° I � 1=1 I— � = = I -1 1- ? -I ° -- r � #5 LAP SPLICE 2 #5 CONT. � —III III III, , I I=III, , , I
<br />3 1/4" BA EB AR PORT AT EACH NOTE: g ° p P I= = I=1 = I= =� I N I e 1 _ I I �� HAIR 8" V 4" 8"
<br />s o D III III III III III III , ill— T�7 }� ( ) �I I 1=1 I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />FOR BEARING WALL _I r COMP. SOIL. (COMPACTED TO —_ I (TYP.)
<br />FILLED CELL TYPICAL =III= (=III=III= —
<br />MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ _ _ _ _ —_= 95% MODIFIED PROCTOR ASTM 10"
<br />M AT GARAGE CONTRACTOR III-1 —= =III=) 1=1 = = I = = = =I I= =1 -III D1557)� 1�I t
<br />r " '— r r—f7 f #6 REINFORCING BAR #5 STD. 90 HC10K MIN PSI MAY VARY PER � =ITI- i = i I —I i = i = i = i = i = —III— i == i = —1 � 4" 1'-a° TYPICAL INTERIOR BEARING
<br />MUNICIPALITY. TO CUT BLOCK OR POUR "—I i—III-i _
<br />CURB DUE TO SLOPE —� � �—i i I —I i I � � �—� � � #6 LAP SPLICE
<br />CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS ("'F�
<br />WALL W/ UPLIFT G
<br />W1.4XW1.4 WWF OR =
<br />"FIBERMESH" DECO FINISH 4" to 6" „_ ,_
<br />BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 0„ S3
<br />SLAB INFORMATION,
<br />L I,00
<br />Cl, �t _= 11=111=1 I r ° °° I A 6 x 6 W1.4 x W1.4
<br />° °O 31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR_ D „
<br />BARRIER f '' 1 I— g min.) 4
<br />p i " • II "' r = ° ' ° �* GRADE
<br />COMP. SOIL. °
<br />(COMPACTED TO 95% IT I I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE
<br />ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL
<br />U.N.O. )
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETEPSLAB
<br />14"
<br />E
<br />O.H.D. RECESS
<br />z
<br />M
<br />•.
<br />ITf60
<br />=T
<br />SEE A/S3 OR J/S6 _I
<br />••
<br />I I IM
<br />1,
<br />FOR REINF. INFO.
<br />3 MIN. CLEARANCE
<br />1'
<br />4" (1 STOR))
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />8" (2 STOR))
<br />GARAGE DOOR SLAB RECESS
<br />,J
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />°° — — — — — —
<br />_lll—ITi—F
<br />=(1) #5 REBAR w/ OPT.
<br />I I1=1I1=1 11= I1= I1=T= I1=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 />N
<br />M
<br />C`1 A'
<br />• ;, '
<br />1 1IF Ii
<br />SEE A/S3 OR J/S6 -I l i I I �11
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />T-4" (1 STORY)
<br />V-8" (2 STORY)
<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
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR WWF
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN
<br />S.G.D. (U.N.O.) OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />°
<br />AT 24" O.C. MAX. .' CONNECTION INFO;
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />Is=1I T
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />=00
<br />c — — — ° ° G ° c
<br />M C
<br />(2) HTS20
<br />BEAM SIZE &
<br />N a
<br />CONNECTION INFO
<br />M
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEAW
<br />A.• INTERIOR
<br />a
<br />-31 /2" 1.
<br />.• •
<br />° -T
<br />ve •
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />_ m a
<br />I—
<br />M 6 MIL VAPOR
<br />BARRIER
<br />2x4 #2 SYP P.T. FRAMING w/
<br />T ' -
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 fi r—' 811
<br />zz
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO. OPTION #1
<br />N
<br />w
<br />SCHEDULE
<br />EE
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />w
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION
<br />J
<br />Uj
<br />rM
<br />w
<br />ABU66
<br />SLAB STEP & RECESS 6@ S.G.D.
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<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 />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDATION PAD E
<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 />oo z
<br />GRADE a
<br />E
<br />M
<br />FILLED SOLID (SEE PLAN FOR
<br />= 6 x 6 W1.4 x W1.4 C
<br />SIZE AND REINFORCEMENT)
<br />° •
<br />T WWF OR FIBERMESH '-
<br />coIL
<br />z � w =—
<br />f— a w
<br />I— — — —I 1= w
<br />1=1 11=1 1=1 1- z
<br />0'-0" FIN. FLR.�
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />p o `"
<br />I= ! ' a —_— _—_' �,� z <
<br />° a
<br />=I
<br />—1 1-1—I 1=1 I
<br />— Q
<br />=1 1=1—=— J
<br />TTi
<br />I� jT=Ti=T=1 T t fr=fr
<br />III
<br />III=1 1=1 I —III —III
<br />FOOTING
<br />III —III —III— L)
<br />1=
<br />I1=1
<br />I I, I II l l 11 l l 11 l l
<br />-III III=' BEYOND
<br />7
<br />_fly=
<br />iT�
<br />•:.
<br />PAD REINFORCEMENT
<br />11
<br />,l
<br />3 MIN. CLEARANCE
<br />,,
<br />,.: • .
<br />Y • , .
<br />�•
<br />SEE SCHEDULE
<br />I .., INFO.
<br />SEE SCHEDULE
<br />'.NTERIOR WALL SLAB STEP NOW K TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL N
<br />•ppprrpppr
<br />i
<br />'ago vv/v
<br />`\,e\
<br />.� �•.'�'�iSE-•
<br />4'
<br />a
<br />�( ®R
<br />Z
<br />SSIB�1E4\��0"
<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017
<br />Florida Building Code -
<br />Residential
<br />6th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
<br />,-
<br />M1
<br />N
<br />F
<br />„y
<br />�l
<br />�E c00
<br />O N
<br />Q (p °p
<br />v N it
<br />N O C', u N J
<br />LL
<br />O
<br />N N �"
<br />M (4J W
<br />QQj
<br />r N LL LJL. a
<br />co (0 W W
<br />a
<br />0 Z
<br />J a LL s K
<br />1 ZE
<br />0
<br />m o
<br />m
<br />y3�
<br />W
<br />W
<br />O Z. r- m < <
<br />moo°
<br />a
<br />X6t
<br />y
<br />`
<br />00Ci N
<br />N co Q V O J
<br />z
<br />o ❑❑❑
<br />� O
<br />z � N
<br />z o �
<br />J —
<br />Ln
<br />a
<br />N
<br />�
<br />_ o
<br />-1
<br />O
<br />Ul
<br />vim�zD
<br />� S
<br />Cn
<br />m
<br />E
<br />s S
<br />m!
<br />zir..
<br />v o
<br />c Cn
<br />04
<br />ri
<br />0
<br />�m
<br />C:,w
<br />�z
<br />M
<br />M
<br />o
<br />0 �
<br />Z
<br />S
<br />i
<br />J
<br />,L
<br />Q o
<br />E: l7
<br />¢
<br />zo
<br />w�
<br />Z
<br />>o
<br />zo
<br />Za
<br />oco
<br />0
<br />0a
<br />W K
<br />00
<br />0�
<br />O E
<br />C:,as
<br />% I�
<br />a0
<br />ao
<br />X,
<br />it J
<br />W
<br />C:
<br />Cy
<br />_ C
<br />Z
<br />0
<br />m ,
<br />0,
<br />Zr
<br />z
<br />Cl)m
<br />N y
<br />}
<br />w
<br />g
<br />4 W
<br />�z
<br />o
<br />V
<br />n 3
<br />'0
<br />az
<br />�w
<br />A
<br />aLL
<br />w
<br />w�
<br />3
<br />=�
<br />>°
<br />o
<br />CAD
<br />v
<br />z¢
<br />a
<br />0
<br />M
<br />�
<br />L
<br />n'
<br />m
<br />M
<br />T
<br />W
<br />C:CN
<br />nC' Q
<br />U
<br />Q0
<br />\�
<br />C
<br />V
<br />r
<br />CIO Np
<br />T—
<br />(y)
<br />M LO
<br />at
<br />C
<br />w
<br />N
<br />C 7
<br />0
<br />Z
<br />Z
<br />=3
<br />E O
<br />m
<br />cc
<br />a
<br />E
<br />U
<br />Q p
<br />C:
<br />JOB
<br />NO :
<br />20-6584
<br />SCALE :
<br />AS NOTED
<br />SHEET NO
<br />3
<br />(MONO)
<br />
|