|
3
<br />C9
<br />7PF
<br />_TPF
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOM
<br />5/8"OR 1/2"HIGH STRENGTH CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR "GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 wl
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12)10d NAILS U.N.O.
<br />_ J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > V-6".
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />2"x3/16" PLATE WASHER (TYP,) WALLLHGT. < V-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6".
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > T-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE, Ff,
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON RP N
<br />@ 24" O.C.)
<br />"SIMILAR
<br />AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />SLAB & BLOCK
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />(1) LAYER TYPE 11(#30)
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N
<br />CHAIRS P. T
<br />(TYP.) "
<br />=
<br />'-
<br />Cl)
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />STEP, SIZE OF FOUNDATION AND
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />WWF OR FIBERMESH
<br />ELEV. 0'-0" OIL
<br />OR 5/8"x10' WEDGE ANCHOR @ 24"
<br />INCLUDE THE WALL
<br />PITCH >4:12
<br />° A.F.F.
<br />n x6W1.4xW1.4
<br />O.C.) 2
<br />ATTACHMENTS 2 „ 6x6W1.4xW1.4
<br />a °
<br />(2) LAYERS TYPE I OR TYPE II
<br />°
<br />° , °
<br />WWF OR FIBERMESH
<br />WWF OR FIBERMESH
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />- '" . .. ° °' 4
<br />p ..
<br />- -
<br />°
<br />° ° ° 4 4 `° " Z
<br />4 ° , ° 4 ELEV. 4-31/2
<br />° ° ° °
<br />° ° °a ° ° ° 4 A.F.F. S
<br />31/2" MIN.
<br />°
<br />31/2" MIN.
<br />°
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />- - °
<br />-
<br />° ° , ° 2x4 CONT. ° °
<br />e 1/2 " "
<br />e - �� "
<br />"(min.)-
<br />TRUSS @ 24" O.C. U.N.O.
<br />_ _
<br />° ° 4 =
<br />° ° ° 4 ° 0
<br />° 4 ° ° N
<br />00 _ ° e _ (min.)-4
<br />° •'
<br />� _ _ ° ° 1/2
<br />° •
<br />12 HURRICANE ANCHOR @ EACH
<br />- _ _
<br />I I°
<br />° 4 ° °
<br />GARAGE DEPTH VARIES
<br />31/2"(min. -4"
<br />31/2"(m n) 4" - -
<br />�P•) VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />8" -
<br />° 00,
<br />-
<br />METAL PL. UNDER EA. TRUSS
<br />4
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT. 4" 1'-4" 8"
<br />(2) #5 CONT.
<br />INSU ION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP rW�
<br />U.N.O. MIN.U.N.O.
<br />TYPICAL BEARING WALL STEP SHEARWALLKo,_C�
<br />.
<br />TYPICAL BEARING WALL @ STEPrc�c
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1-0
<br />"_ , " S3
<br />SCALE: 3/4 -1-0
<br />" 1 " S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGHI-F
<br />ALUMINUM DRIP
<br />N�°'�s�t
<br />STRENGTH CEILING EDGE
<br />o�c�
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />GYP. TYPE "X" @ GARAGE
<br />\12"N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />W/A HABITABLE ROOM
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />S
<br />SCREWS @ 7" O.C. SHEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />60
<br />1 ROW 2x BLOCKING MID HGT.
<br />() @
<br />CEILING & 8" O.C. WALLS
<br />EXTERIOR WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />�' `
<br />NOTE: FOR WALL HGT. s 8'-6". ROWS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION
<br />F
<br />SEE SECTION C/S3 FOR BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > V-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />PLAN
<br />SEE CC/S3 OR C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />1x2 P.T. HORIZONTAL
<br />G/S3 FOR ANCHOR
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />(10)10d NAILS
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO.
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK.
<br />K.O. BLOCK
<br />5/8"DIA. EXPANSION BOLT 24 " O.C.
<br />@
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GGIS3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR
<br />3500#, MIN. TENSION 2600# )
<br />(6)1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />w/ (10)10d NAILS C, 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR �
<br />END OF 2" x PLATE WWF OR FIBERMESH r
<br />ARCHITECTURAL
<br />TYP.
<br />ASSUMED FINISHED
<br />-1
<br />c PER MFR INSTRUCTIONS
<br />w
<br />#3 OR #4 REINFORCING BAR w
<br />,
<br />. ° e
<br />FINISH
<br />lx2 PT WD FURRING @ 24" O.C.
<br />' ' GRADE-
<br />° ° -
<br />LU
<br />GRADE 40 MIN. Fy=40ksi
<br />#3 8t #4 LAP SPLICE
<br />m ° . °
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL ?
<br />e = _z
<br />r> °, FINISH GRADE °O
<br />25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fr- 60ksi] a
<br />p . • _ — 4
<br />1/2" GYPSUM WALLBOARD
<br />CELLS (SEE
<br />°
<br />FOOTING MONO SHOWN o
<br />LUr-
<br />U.N.O. FOUNDATION PLAN
<br />o p
<br />FOR CLARITY °
<br />D °
<br />6 MIL VAPOR BARRIER ° -
<br />' T
<br />R 1 7/8 rn
<br />"
<br />FOR LOCATIONS)
<br />°
<br />o ° P _
<br />p , = 1= = =III=) 1=�
<br />.
<br />N a
<br />#5 REINFORCING BAR
<br />- -
<br />1x4 P.T. BASE NAILER
<br />D I II I II I I I
<br />1111 II �
<br />° g
<br />#5 LAP SPLICE
<br />(2) #5 CONT. - - -
<br />4"x4"INSPECTION
<br />D ° II
<br />I II
<br />NOTE: ° I I I I 111 II
<br />•
<br />°
<br />ON 3 CHAIRS
<br />31/4" BASEBOARD PORT AT EACH
<br />g III -III -III -III -III -III- N
<br />FOR BEARING WALL 1=III=III=III=III=) I I I
<br />COMP. SOIL. (COMPACTED TO - °
<br />3s"MIN. LAP [3s MIN. LAP]
<br />"
<br />(TYP 8" 1'-4" 8"
<br />)
<br />FILLED CELL TYPICAL
<br />_ _ _ _ _ _ _ _ _ _ _ -_ _ _
<br />W/ UPLIFT ONLY - - - __-
<br />°
<br />95 /o MODIFIED PROCTOR ASTM
<br />10 "
<br />MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />III= I=111=III=III-1 I I=1 I= I I=1 11=III=1 I I= I I=111=III=III=
<br />-� I-III=III=III=III=III=III=III=1 1=III=III=III=III=III=
<br />D1557)
<br />4" 1'-4"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />"-"�-i i I I I_I I ;III-1 I 1-III- i'-
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />,I
<br />CONCRETE d NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING E
<br />REBAR DETAILS F
<br />WALL W/ UPLIFT rG
<br />WWF
<br />W1.4XW1.4 WWF OR = DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />��_ � .�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3
<br />„_ , „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />E °° = Z_
<br />A
<br />VARIES
<br />I �
<br />6 x 6 W1.4 x W1,4
<br />SEE PLAN
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x
<br />09
<br />��
<br />31/2 WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ 3
<br />()
<br />LAN
<br />ER
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />s MIL VAPOR ► I z_
<br />min. 4"
<br />10d NAILS TO TRUSS
<br />FOR TRUSS
<br />BARRIER 1
<br />D i p N
<br />e =
<br />a °
<br />� GRADE
<br />T 2400.C. MAX.
<br />"
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />� • �
<br />COMP. SOIL. a ''
<br />� e
<br />11 -
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />. : o°
<br />COMPACTED TO 95%
<br />- - a '
<br />(1) #5 REBAR w/ OPT.
<br />= a
<br />^ ° e N
<br />a a
<br />MODIFIED PROCTOR
<br />-
<br />S. E �I �IVCLOSURE
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />E
<br />ASTM D1557)
<br />— — �=Tr
<br />-
<br />BEAM SIZE &
<br />N Q, .
<br />� c
<br />3 MIN. CLR.
<br />"
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />4'
<br />CONNECTION INFO
<br />M . • , � . ° � � � •
<br />ON 3"CHAIRS TYP. � STD. 90 NOOK (SEE
<br />4 1-8 (2 STORY) DETAIL)
<br />MIN.
<br />2x4PT
<br />i
<br />U.N.O.
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />TYPICAL WALL SECTION rA
<br />TYPICAL THICKENED SLAB EDGE L
<br />7„6"
<br />o.s.6.
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />SEE A/S3/J/S6 8"
<br />FOR REINF. INFO.
<br />SCALE: 3/4" =1'-0" S 3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />w
<br />¢ SCHEDULE
<br />OPTION #1
<br />SEE TYP, WALL SECTION FOR ADDITIONAL
<br />1 /2" GYP. BD.
<br />COLUMN LocnrloN >
<br />>
<br />P T 2x
<br />w 6x6 P.T. #2 SYP
<br />�
<br />SLAB INFORMATION.
<br />HOLD "
<br />LU
<br />FROM SBinDB
<br />LU ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />0�-op CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND
<br />�-¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />• : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />MASONRY WALL AND
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT ^
<br />,`, a.: -3 1/2„
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />CONCRETE SLAB 14'
<br />O.H.D. RECESS =
<br />13"
<br />O.H.D. RECESS
<br />•` GARAGE
<br />ATTACHMENTS & 18/Di
<br />O.C.
<br />PAD FOOTING
<br />PAVERS
<br />CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL ,.
<br />EXTEND FILL CELLS 2
<br />M
<br />=
<br />W/ DRYWALL SCREWS 8"O.C•
<br />EMBEDMENT @ 12" O.C. @
<br />TO FOUNDATION PAD °
<br />"'
<br />•' •' • :� • ' • "
<br />': .,
<br />'' '
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING. r
<br />Cl) .'' �. '
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />SIZE VARIES PER PIAN
<br />�,
<br />.'. �. y': `�
<br />_ _
<br />_ • :. ` d
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />c0 GRAD a a
<br />4" 00
<br />,. •.o
<br />_ ;* ' -' i.: Oo
<br />, .•�
<br />TENSION 120#) CONCRETE SLAB E _
<br />,�
<br />°-�.,
<br />FILLED SOLID (SEE PLAN FOR
<br />- -_ -_ -
<br />- - - - ° a
<br />r-
<br />- 4" -,
<br />_
<br />a° = 6 x 6 W1.4 x W1.4 c�
<br />SIZE AND REINFORCEMENT)
<br />c7 ;III=III a a• 1=III=I I i=1 I I=1'
<br />+.:- •, ::`�
<br />.,�
<br />+: .,• :,..:
<br />•aa
<br />= c . '- WWF OR FIBERMESH M
<br />•�
<br />Z w=1 I=I - I 1=III=1 I=1 w
<br />f= a w w ��I=1�I- v
<br />- ..
<br />•
<br />s
<br />_ '
<br />BRICK PAVERS or SLAB PER
<br />o I rn _ =I I=1 ! • °• - - - ' z
<br />SEE A/S3 OR J/S6 T
<br />ATLU0'-0"
<br />SEE A/S3 OR J/S6 -
<br />M s MIL VAPOR -_ _
<br />I
<br />FIN. FLR.
<br />COMMUNITY SPECS
<br />�
<br />=1 I I 11=1 I I=I I=I I i=l I I III-III=III= DOTING
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />BARRIER '
<br />- I I -
<br />I I-III-III—III=1 I I -III-1 I=' BEYOND
<br />1 (1 STOW) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.)
<br />" "
<br />- 4-
<br />1-4 (1 ST RY)
<br />„
<br />PAD REINFORCEMENT -� I 1=1 I 1=�-' „
<br />3 MIN. CLEARANCE
<br />1' " 2 STOR
<br />( )
<br />V-8" 2 ST RY
<br />( )
<br />4 4
<br />" "
<br />.•+ '� SEE FOUNDATION
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />_ 4 . • • ,•. CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J.1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING CD12
<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" S3
<br />SCALE -'��
<br />SCALE: N.T.S.
<br />S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />t4�<<t�ttk'i<f ff lll�'€ff
<br />V ��°•irs
<br />.,•N�``t��ys SRO IJ/�
<br />�.•Gc�N S �� •-
<br />%.
<br />v
<br />43 cLL
<br />U r10• �OG�
<br />x
<br />i .�, "• S 0�.� u
<br />IQN
<br />ti
<br />€Illflfffii'�ttt�
<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 Florida Building Code -
<br />Residential 6th Edition. Engineers signature and seal is only for
<br />fha structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />40
<br />M 61 � LL
<br />y � u_ LL U. a
<br />M
<br />, W !�
<br />0 W W
<br />z
<br />13
<br />C 0
<br />0�4 -Wmo
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