|
1X4 1/2" DRYWALL
<br />DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER
<br />F
<br />1 X 4 F1/2" DRYWALL
<br />Ajt
<br />'J"
<br />UNACCEPTABLE INSTALLTION
<br />m
<br />DOOR JAMB (REFER
<br />TO SHT. SDW2-K1 P.T.
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />MAX. 8"
<br />PROPER INSTALLATION DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C..
<br />z
<br />FOR CONN. DETAILS FOR CONN. DETAILS 81
<br />FOR CONN. DETAILS N 1X4
<br />X 4
<br />#5 REBAR (TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />X 4
<br />J
<br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
<br />FURRING
<br />#5 REBAR
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W1 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16"0 FURRING
<br />TAPCONS
<br />(TYP,)
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />TAPCON. INTO
<br />TAPCONS STAGGERED
<br />STAGGERED @ 16"
<br />2X8
<br />ElX8
<br />BLOCK@ SPACING
<br />1" DETAIL
<br />1X8 P.T. STAGGERED @ 16" O.0 .
<br />D.C. 2-ROWS INTO 2-ROWS INTO
<br />2x BAND JOIST W/ FACE NAIL 1 Old
<br />PER MANUFACTURE
<br />MASONRYTHROUGH 1-1/2" DETAIL MASONRYTHROUGH
<br />3"
<br />DETAIL
<br />FILL
<br />STD. 90A
<br />D. 90- HOOK (TYP.)
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. — 1x8 P.T. & 2x8 P.T.
<br />SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />3116" x 3 -1/2"
<br />TA P CO N
<br />TAPCON @ 16"
<br />FB
<br />E_
<br />0 C 4 FIR
<br />D.C. & 4" FROM
<br />1X4 P.T.—
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />1X4 'DRYWALL
<br />NC
<br />NOTE:
<br />LAP SHEATHING TO
<br />C H END
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />FOR
<br />DOOR JAMB (REF ER TAPCON TO SHT. SDW2-K1 FOR
<br />F1/2'
<br />BOTTOM OF BAND
<br />4
<br />4EA
<br />2 EDGED IS
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 CONN. DETAIL S
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" D.C. 1X4
<br />2 C
<br />;0000r
<br />FURRING
<br />'000
<br />3116 0 X3
<br />2X8 P.T. WITH 3/16"0 X 3"
<br />t2' J
<br />NOTC @ FIRST COURSE
<br />TC -5 FIRST COURSE
<br />USP HGAM10 @ 12" O.C. w/4-SDS
<br />L LONG TAPCONS
<br />z
<br />1/41 1/2" SCREWS INTO BAND
<br />T
<br />2x P.T. AS REQ'D
<br />2X8 P.T.
<br />STAGGERED @ 16" D.C.
<br />)v.
<br />2X8
<br />L
<br />JOIST & (4) 3/16"xl -3/4" WEDGE
<br />2x DETAIL
<br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES
<br />-7
<br />I
<br />BOLTS INTO K.O. BLOCK
<br />B OUT `N 0
<br />UILD VER SIZE DOOR -WINDOW ROUGH OPENINGS("cc
<br />LED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION
<br />K"H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />�
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />�S
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />SECTION
<br />UPLIFT CAPACITY = 945 # FOR 1 STRAP
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" M IN,
<br />A -A
<br />= 1890 # FOR 2 STRAPS
<br />FILL I st 4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />2-
<br />8"
<br />1 -PLY PRE-ENGINEERED TRUSS
<br />SOLID W/GROUT
<br />1
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />USP RT1 6M W/ (8) NA1 1 NAILS & (13) 1," x 21,"
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />TAPCONS
<br />1/2" DRYWALL
<br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
<br />10d NAILS x 11'NAILS AND
<br />2
<br />8d NAILS AT 8" D.C. AT BUCK
<br />(4) X 11" WEDGE BOLTS (1) STRAP 1225
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />INTO
<br />--LEAVE A CUT OUT IN O.S.B. ON THE
<br />4
<br />(2) STRAPS 2450#1)
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />BLKG
<br />7
<br />INSIDE TO ALLOW FOR INSULATION
<br />7/16" OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CUT HOLE IN O.S.B. FOR
<br />OL
<br />BUILT UP PLWD. BUCK ARCH PANEL i C E IN 0 S� B - FOR
<br />POLY -CELL IN THIS AREA
<br />LL I _� IS
<br />--2x845 DrAGONAL BRACE AT EA.
<br />IN PLACE BEAM
<br />CON TACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />SCRIBE (NOTCH)
<br />FACE OF ARCH W/ (3) 1 Od NAILS
<br />OVERH ANG__
<br />BACKSIDE TO FIT ARCH 1 nl KJAI Iz ImTn
<br />(4) 1 Od NAILS INTO 2 x 8
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />N.T.S.
<br />INSTALL WDW. SCREW ANCHOR—-" 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />INTO ARCH BLKG. PER
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS ORTHRU
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-13"
<br />FOR OVERHANGS BETWEEN 314" TO 1112"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF
<br />ARCH
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />DOUBLE 2x4 SCAB FOR Z-16" TO 4'-0" O.H.
<br />—FOR
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD
<br />FNOTE OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D.
<br />_T 4'MAX. RAD.
<br />SCREWS @ 16" D.C. MAX. OR IF MASONRY
<br />(2) 10d NAILS @ 8" D.C.
<br />D TO TRUSS TOP CHORD
<br />ARCH DETAIL
<br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
<br />SCALE: N.T.S.
<br />SS
<br />D.C. 12
<br />+
<br />+ + PLYWOOD SHEATHING
<br />11-011 51-011 L
<br />JACK TRUSS PROVIDED BY SEE
<br />+ +
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" D.C.
<br />+ +
<br />+ +
<br />INISH FLO
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK
<br />SECTION
<br />+ + BLOCKING AS
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN
<br />B-B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />EMBEDMENT INT�
<br />�K.
<br />/4" MAX
<br />Z-O" 8"
<br />PER NAILING SCHEDULE LL
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />A
<br />45 BAR
<br />+ +
<br />'10"
<br />CENTERED W/
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) -12d NAILS
<br />IN TOP
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP L
<br />EACH TRUSS
<br />A
<br />C:)
<br />KNOCKOUT/
<br />8d NAILS @ 8"O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONT. W/
<br />CONNECTOR
<br />MONOFO ING
<br />%
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN,.,\
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />(3)
<br />12d NAILS
<br />SEE LINTEL
<br />SIZE AND REINF. PE N
<br />AND SECTION DETAILS
<br />BUCK - (1) WITHIN 4"
<br />BRACE EXCEEDS 24"
<br />JACK TRUSS PROVIDED BY—J
<br />SCHED.
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />CLEAN FILL
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATIO
<br />ARCH
<br />#2 SYP @ 24" D.C.
<br />tENTER SO01T
<br />DIRT
<br />TO BE INSTALLED
<br />00,
<br />..40 4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />STANDARD =C:)
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />#5 BAR IN 99
<br />_I
<br />HOOK
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2"WOOD
<br />FOR OVER HANG
<br />FILLED.CEL L L, L,
<br />8d NAILS
<br />"��2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />SCREWS @ 16"O.C. MAX. OR IF MASONRY
<br />(MAX. 4'-0")
<br />!VL It L J v L, v 1,9 L,
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS
<br />EQUAL EQUAL
<br />4'MAX. RAD.
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />'=I
<br />=nml- -
<br />:5
<br />INSTALL WDW, SCREW-_,__�
<br />THRU OSB INTO 2 x 8
<br />_j
<br />D.C.
<br />ANCHOR INTO ARCH BLKG.
<br />rK
<br />_"�
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B
<br />ARCH DETAIL
<br />SECTION @ ENTRY rL
<br />SECTION@ ROOF EXTENSION
<br />REINF. PERLAN AND STEMWALL
<br />-13
<br />I
<br />—
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S.
<br />� �S
<br />SCALE: 3/4" V-0"
<br />� �S
<br />SCALE: 3/4" V-0"
<br />�S
<br />SECTION DETAILS
<br />—
<br />SCALE: 3/4" V-101"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE:
<br />IF RETROFIT FILLED CELL CONDITIONS
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />EXCEED
<br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />FOR ADDITIONAL
<br />INSTRUCTION.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />EXISTING BOND BEAM,
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />REINFORCING. PROVIDE LOWER
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />HOOKED DOWEL
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />SEE SHEET D2 AND
<br />DRILL 3/4"X6" MIN. HOLE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />FLOOR PLAN FOR
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />MORE INFO
<br />SET BAR IN EPDXY
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />HTT16W/(18)-16d NAILSTO
<br />CAP TO PREVENT LEAKAGE
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />"SQUEEZED"
<br />WWM AT PERIMETER
<br />STUDS & (1) - 5/8" DIA. ALL
<br />COURSES TO PREVENT THE MORTAR FROM BEING OUT.
<br />/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />#5X6'EMBEDDED INTO
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />THREAD ROD EPDXIED W/
<br />SIMPSON "SET" EPDXY MIN.
<br />z
<br />EXI TI B B
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER 6-0"
<br />5" EMBEDMENT & 3" MIN,
<br />0
<br />CO
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />--F F
<br />EDGE DISTANCE
<br /><
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />U_ Uj
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />t>
<br />LU
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />EE—i I_ -_I I F
<br />< ,5
<br />LL 0- 1
<br /><
<br />- 1
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />IEEI 111 111
<br />PRESS PANEL REINFORCING INTO PLACE,
<br />0
<br />#5X6'EMBEDDED INTO
<br />6" MIN. LAP SPLICE W/
<br />EXISTING FOOTING
<br />2-#5X6'IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />FEI I FE1,
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />V -11
<br />1111 DRILL 3/4"XIS" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />1 r
<br />GRADE rLFu I
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />Ej
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />NOTE:
<br />1?
<br />REMAIN FREE OF MORTAR.
<br />z
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION
<br />NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />-\----(2)
<br />SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />1> .
<br />#5 REBAR. MIN. 3"
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16" MIN. COVER EA. WAY
<br />SECTION
<br />00,
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />EXISTING FOOTING
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />_"'�SECTION
<br />"I",
<br />� SCALE: N.T.S.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />rD F AT DEEP MONO FOUNDATION
<br />RETROFIT FOR MISSING MSTAM STRAP
<br />MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT
<br />FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />SCALE: 3/4" = V-0"
<br />SCALE: 3/4" = V-0"
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK.
<br />loll
<br />_D LO
<br />z M
<br />C)
<br />ID
<br />0
<br />z (0
<br />__j
<br />CL
<br />z
<br />L/) CD
<br />4-J LU
<br />U
<br />0 LU
<br />CLI
<br />L/711
<br />l E
<br />0
<br />0
<br />U) Cl)
<br />V)
<br />U
<br />0 C:)
<br />(D
<br />E
<br />0
<br />co
<br />C Ca co
<br />E2 70 M
<br />04
<br />q
<br />cD
<br />a.)
<br />0 .20
<br />ILL 00
<br />a)
<br />0
<br />Lo -,;r
<br />A I
<br />0 D.
<br />N,C,B,D,C
<br />If
<br />r
<br />N C�,
<br />5 E
<br />U_
<br />-41 , . I
<br />.. 0.
<br />CW
<br />04
<br />�ZE ......
<br />IL
<br />I
<br />0
<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th Edition (2014) Residential. Engineer's signature
<br />and sea[ is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
<br />6-
<br />C)
<br />C)
<br />0
<br />C:)
<br />> C:)
<br />0 CY) C:)
<br />4_j
<br />fu
<br />Z
<br />C)-LL.
<br />-
<br />0� U
<br />OC)
<br /><
<br />E
<br />Lu C:)
<br />W
<br />C:)
<br />to
<br />z
<br />0
<br />LU LL
<br />LU Zz
<br />on
<br />L, <
<br />U F- 2: L,) 0 0
<br /><
<br />Ezo >z
<br />0z 20
<br />Z ?� < U 2: <
<br />2: LZL, F- ZZ
<br />-,: _L_U�
<br />C:)
<br />8
<br />0 v C) C�
<br />U - 0 LU 04
<br />�;
<br />C)�
<br />l'- a. 0 z
<br />LU M: z
<br />LU
<br />C:)
<br />Lr)
<br />Lr)
<br />LU 0 <
<br />uj Q� F 3�:
<br />�i Ne
<br />LU 0
<br />0
<br />C:)
<br />u.j
<br />U 0
<br />z LL
<br />0, WO
<br />_0
<br />M
<br />Z
<br />Z
<br />01' L.Li:
<br />Z,
<br />Ce OZ
<br />LU zit
<br />L_
<br />Uj
<br />0
<br />Q 8
<br />g - 5� 6
<br />2!
<br />_3
<br />r%j
<br />0 LU X �- -1
<br />2 2 9 0 -,
<br />LU LU U_ 4_1 <
<br />W 2 2: 0
<br />< 0
<br />c)
<br />Ln
<br /><!;i 2
<br />LL 0
<br />UO',n 6 Z
<br />z
<br />0
<br />U,
<br />c)
<br />LL
<br />LL
<br />z
<br />Uj
<br />>
<br />0
<br />Z
<br />z
<br />SCALE AS NOTED
<br />PLOT DATE: 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />100
<br />JOB NO: 17-1427
<br />SHEET NO.
<br />SS
<br />
|