Laserfiche WebLink
04 <br />t104 <br />to <br />;�3 <br />C> <br />L0 <br />E <br />Cx <br />4_� <br />FL <br />E <br />9 <br />Cl- <br />0 <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 /2"DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />L <br />x4 1/2" DRYWALL <br />x4 <br />TO PRODUCT <br />APPROVAL FOR CON)N. <br />P.T. <br />P T. <br />'0 <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />x4 <br />ffx8 <br />APPROVAL FOR CONN. <br />*1 <br />t"\4 <br />X4 <br />x4 P.T <br />0.. <br />3/16"0 X 3" LONG <br />FURRING <br />ROWS 3/16"x 3-1/2" <br />FURRING <br />3 -1 /4" LONG X 3/16 Uo <br />FURRING <br />TAPCONS <br />(2) <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />O.C. 2-ROWS INTO <br />1 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURI,: <br />MASONRYTHROUGH <br />1-1/211 DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />-3/16" x 3 -1/2" <br />1x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16' <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />N <br />1x4 <br />1 <br />D1 <br />1/2"DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />)16". <br />APPROVAL FOR CONN. <br />OWS 3/16" x 3 <br />(2) R -1/2" <br />i3 <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />ox4l/2" <br />1x4 <br />z <br />TAPCON @ 16"O.C. & <br />L <br />END w/ MIN. 2" EDGE DIST. <br />DIST <br />FURRINI <br />4" FROM EACH END w/ <br />2x8 P.T. <br />W <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN, 2" EDGE DIST. <br />(2) ROWS 10&3" <br />2x8 <br />r),to MCTAII <br />I ilAill <br />MCTAII <br />STAGGERED @ 12" O.C. <br />1-1/All nl=TAII <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS( CC <br />SCALE: N.T.S. k SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8"O.C. AT BUCK <br />2x845 A DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A <br />4 ) q <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHONZ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL rT*�- <br />SCALE: N.T.S. �S <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW-----' <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4"TAPCON (11/4" MIN. <br />T INTO <br />/4" MAX SOLID BLKG. AT TOP BTWN. ARCH EMBEDMEN <br />BLKG. & BUCK <br />2 x 8 VERT. W1 (2) 10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON T <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16"OSB ARCH PANEL <br />'--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />13-13 ARCH DETAIL rK <br />SCALE: N.T.S. � �s <br />2'-01' <br />- SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" TAPCONS <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4"MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />SECTION <br />B-B <br />811 <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4- <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />EQUAL 4' MAX. RAD. <br />PROPER INSTALLATION MAX. 8" <br />#5 REBj <br />(TYP') <br />STD. 90' <br />FILL SOLID <br />HOOK 0 <br />BOTH CELLS <br />T� <br />NOTCH WEB AT <br />±5A <br />FIRST 2 COURSI <br />,APACIIT = 805;FFORISIRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4'x2 1/4"TITEN = 2150 #) <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4W WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2' HD TITEN (CENTERED) wl <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A W/ (10) <br />8d NAILS <br />0 JACK TRUSS PROVIDED BY-J <br />TRUSS COMPANY OR 2x4 <br />00, #2 SYP @ 24- O.C. 4'-0" MAX SEE PG�N- <br />9YA -QVP It') ('11INT IKAATrW TPHqq r)F:PTW <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />HIP. <br />DESIGNED ONLY FOR THE <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE"S"OR"N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) <br />EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, <br />SEALANT <br />It PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />It COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />REMAIN FREE OF MORTAR. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />'.1-< <br />GLASS BLOCK DETAIL <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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2' TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />SCALE: 3/4"= V-0" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W i W ' M ' AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6'-0" <br />P. <br />4 <br />GRADE <br />z <br />0 VL� 411� <br />11,0 . (2) #5 REBAR. (1 -STORY) <br />16- MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />20" MIN. (2-STORY) WITH MIN. 3"COVER EA. WAY <br />.00 <br />SECTION AT DEEP MONO FOUNDATION <br />L FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />#0 <br />40 <br />2"x BOT. PLATE W1 (2) 10d @ 6" O.C.. <br />4% #5 <br />4% <br />REBAR (TYP) <br />3/4"PLYWOOD DECKING GLUED — >�`-� <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4- <br />O.C., 2 ROWS STAGGERED <br />4 <br />eD 90 HOOK (TYP.) <br />2xBAND OISTW/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />YP.) <br />FACE NAILS 1 Od @TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />41; <br />IF, ±271 <br />TC @ FIRST COURSE <br />WN- <br />SIMPSON HGAM10KTA @ 12" O.C. <br />wl (4) 1/4x1 1/2" SDS SCREWS <br />rHE <br />:S L: <br />INTO BAND JOIST & (4) 1/4'x2 3/4" <br />TITEN INTO K.O. BLOCK <br />4k* <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRG WALL TYPE <br />PER PLAN <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW-J-JN;:� <br />CONT 2x4 NAILE T <br />BLOCKING w/ 2-12d NAILS ("') <br />SCALE: N.T.S. <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />ALUM FASCIA <br />1-3/4" TRIM PAINTED <br />SS NAIL w/ 5/16" HEAD <br />DIA. @ 24" O.C. <br />C CONT VENTED OR SOLID SOFFIT <br />T T <br />IL <br />;2x BLOCKIONG NVAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />w/ 3-12d NAILS, TYP. ("') <br />I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD w/(3)16 GA. 3/4"xl/4" CROWN STAPLES@ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />- SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />A <br />SF01 SC LE: 3/4" = V-0" FOR ALUMINUM SOFFITS �I`ITH SPANS <br />E REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />.REFER TO THE PRODUCT APPROVAL FOR INSTALLATION IDETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />0 <br />DOUBLE 2x4 SCAB FOR 2'-6"TO 4'-O"O.H. <br />+ 4 <br />+ + r/y <br />(2) 10d NAILS @ 8' O.C. <br />+ <br />TO TRUSS TOP CHORD <br />+ <br />+ + <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />TRUSS <br />+ REQUIRED TO <br />+ SUPPORT SOFFIT <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />TER SOFTIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX 4'-0') <br />SECTION @ ROOF <br />EXTENSION rM <br />z <br />0 <br />SCALE: 3/4" = V-0" <br />11-1 �s <br />U- <br />0 <br />SEE SHEET D2 AND <br />U.1 <br />SIMPSON HTT4 w/ (18) 1 Od x 1 <br />FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - <br />MORE INFO <br />U- <br />5/8" DIA. ALL THREAD ROD <br />EPDXY MIN. 6" EMBEDM NT & <br />3" MIN. EDGE DISTANCE <br />REV. 07.28.21 SCALE: 3/4"= V-0" RETROFIT FOR MISSING <br />MSTAM STRAP <br />SCALE: 3/4"= V-0" <br />1 '0 <br />H <br />SS <br />RETROFIT FOR MISSING EMBEDDED STRAP_ <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1 at 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTI-­ <br />OVERHANG'. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />MR OVERHANGS BETWEEN 3/4"TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4' - NO REPAIR RECI-D. <br />11-011 51-011 <br />ISH F <br />SCALE: N.T.S. <br />. . - . . .& - .. . . .1 - ... <br />: 10 ":�Ivf. - - F - <br />'---#5 BAR <br />CENTERED W/ <br />IN <br />C <br />A TOP 9 <br />KNOCKOUT/ <br />CHAIR BLOCK <br />MONO FOCITII IG .'*A <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT <br />STANDARD b <br />W HOOK <br />#5 BAR IN <br />FILLED CELL," all OIL, tt"". <br />ILV It,; vv <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5u MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />I — EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />In% UIT-051 ILI ^^Ll^ <br />SAW CUT <br />SECTION <br />SCALE: N.T.S, <br />C- <br />A <br />t-A <br />C-4 <br />C= <br />ru C- C= <br />cl*x <br />Lj- a— <br />M C=1 <br />10-0 CZ <br />CC <br />CC W j <br />CL <br />ee C2 <br />0 VVU <br />�or <br />n <br />< J, <br />Q., <br />To the best of the Engineees knowiedge, information and belief, <br />the structural plans and specifications contained within ftse <br />drawings comply with the 2020 Florida Building Code - <br />Residents[ <br />7th 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 />0) <br />W <br />ON C� <br />(D <br />Wo <br />6 -- NO <br />LL <br />s LL <br />C9 LL ill: <br />W. <br />Z <br />W 04 <br />W 0 <br />W No <br />z 0 <br />UD ce) z <br />IL <br />C14 < 0 <br />a d U <br />z U) <br />W 011 <br />F4 <br />o S. <br />4zz <br />cx)o <br />LU <br />U <br />0 LU <br />A- <br />U <br />LL, <br />U <br />< <br />40— <br />rl- <br />C13 <br />z <br />10 <br />W <br />z <br />E <br />0 <br />­ <br />?0 <br />E <br />ca <br />t-j!i <br />j5 <br />0 <br />0� <br />. 0: <br />0 0 <br />C) E <br />C=) <br />0 <br />z <br />C14 <br />—CD <br />0 <br />z. <br />5: <br />=3 C: <br />C <br />1z <br />0- <br />z <br />z <br />'z- <br />0 <br />0 <br />Z <br />WCL <br />>, <br />-z <br />0 <br />c:t <br />co <br />Uj <br />8 <br />zj< <br />.2 CD <br />120 <br />LO <br />LID <br />La <br />CL <br />LO <br />M <br />0 <br />0 <br />M <br />M <br />U-) <br />0 <br />ICY) <br />LC) <br />04 <br />04 <br />0 <br />CF) <br />C) <br />Lf) <br />Ul) <br />04 <br />< <br />E <br />0 <br />z <br />M <br />z <br />E <br />E <br />C <br />0 <br />JOB <br />NO: 22-06468 <br />SCALE : AS NOTED <br />SHEET NO. <br />L <br />