Laserfiche WebLink
i <br />_I <br />i <br />LO <br />ai <br />a <br />co <br />0 <br />�I <br />0 <br />0 <br />I <br />r� <br />i <br />LO <br />a <br />0 <br />MI <br />0 <br />O <br />I <br />i <br />M <br />N <br />N <br />0 <br />LO <br />LO <br />9) <br />v <br />c� <br />0 <br />Y <br />C <br />a <br />N <br />O <br />i <br />0 <br />a <br />E <br />F2 <br />E <br />O <br />a <br />J <br />a <br />•U <br />a� <br />LZ <br />N <br />N <br />N <br />LO <br />45 <br />a <br />0 <br />0 <br />a <br />r•n <br />O <br />LO <br />0 <br />0 <br />W <br />Z <br />C> <br />0 <br />n <br />m <br />a <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER ix4 1/2" DRYWALL <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P T TO PRODUCT APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. i X 4 <br />1x4 P.T. 1x4 <br />3-1/4" LONG X 3/16">D L 3/16"Q� X 3" LONG FURRING FURRING <br />FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS TAPCON @ 16" O.C, & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH <br />MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON 16"TO PRODUCT 1x4 P.T. <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />TO PRODUCT 2' EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" a _ O.C. & 4" FROM EACH ix4 <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( <br />4" FROM EACH END w/ <br />2x8 P T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 <br />2x DETAIL 2 1/4" DETAIL STAGGERED@12"0' 3-1/41' DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BILK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C, AT BUCK <br />2 x 8 45A DIAGONAL (4) l Od NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d 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 J <br />SCALE: N.T.S. SS <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 />jl SOLID BLKG. AT TOP BTWN. <br />H ARCH BLKG. & BUCK <br />Z-O" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />SOLID BLKG, AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (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 />B_B ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />SECTION <br />A -A <br />8" <br />1/4" x 31/4" 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 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />\_ <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />EQUAL <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 />PROPER INSTALLATION MAX. 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 RE& <br />(TYP,) <br />STD, 90' <br />HOOK (1 <br />±5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />,APACITY = 805 # FOR 1 STRAP <br />=1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM91KT 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 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <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 ALL <br />(5) 12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />001 <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j <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 />IF TRUSSES USED) W/ (2) #6 X 4Y�' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) OCCURS <br />g #5 CONT. TOP & MID <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 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: SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />Trr <br />PRESS PANEL REINFORCING INTO PLACE. — — <br />6" MIN. LAP SPLICE W/ o I H I=I I- <br />*WITH` — — — <br />I I II RER FTROWEL T COVE PANEL REINFORCING UPP HAL OF MORTAR BED <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />�i ill-1 <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT III —I I (- <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP GRADE <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N ° <br />REMAIN FREE OF MORTAR. NOTE: ``' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • r, <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. (1-STORY) <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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 01 <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />,R <br />FHE <br />S <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 I J <br />F CHANNEL, <br />FASTENED PER — <br />NOTE 2 BELOW <br />CONT 2X4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <br />O <br />#5 REBAR (TYP,) <br />040 <br />r 'STD. 90° HOOK (TYP.) <br />0 <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 />CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. (**) <br />1. 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 />S F01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS <br />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 DETAILS.* <br />2X0 <br />+ �' <FNOTy <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />2X4 SYP r <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />PRECAST LINTEL <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />* DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2)1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />�\ ++ SUPPORT SOFFIT <br />I , IllJIJ' SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />qPP 4HFFT nq ANTI <br />SIMPSON HTT4 W/ (18) 1Od x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 31Y - r <br />lz <br />z <br />O <br />U_ <br />O <br />W <br />U <br />Q <br />Z) <br />U <br />@ FIRST COURSE <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />TAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND DJOIST TYPICAL <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st4 COURSES <br />SOLID W/GROUT <br />a <br />° <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />n' <br />a' <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1 r-0rr 51-011 <br />ISH F <br />° <br />u P rD - <br />° n #5 BAR x <br />D. 10 CENTERED W/ 2 <br />° • . au 9 H IN TOP o <br />KNOCKOUT/ nl <br />° CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT z <br />n <br />°.• ° STANDARD <br />0 99 HOOK N <br />#5 BAR IN - <br />FILLED CELL, It <br />s° <br />1�• \♦��,• ♦ \�. s• ♦ .0"kV.,Sk- <br />STEMWALL FOOTING SIZE AND <br />—77 <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <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"x5" 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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />en <br />CV <br />N <br />0 <br />C M CN <br />mA <br />N M O L <br />4 N N <br />y E = c <br />0 <br />a v 3 cc <br />cc <br />ee d a� <br />7 V y <br />C <br />cis <br />w s. <br />CID a <br />fM <br />CV <br />O <br />N <br />CV <br />0 <br />O <br />A' <br />..� .. .: 0 <br />i ,._;'E'er <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />�E <br />V <br />(A <br />Y 0 m to <br />. p <br />H <br />co M <br />=LOi", <br />ii <br />Q <br />N r # IJi <br />aj (h d• � � <br />C J LL <br />W <br />LL <br />J <br />D <br />Z <br />W <br />—a a Y <br />m c rn <br />2 o <br />1- <br />� 'Fa CN <br />Z <br />`r' m Z <br />N OU U) <br />z <br />El El <br />z N M <br />o <br />� N <br />z o � <br />—o <br />V <br />� <br />z <br />4J <br />(D <br />LL <br />a--+ <br />0 <br />Ln <br />W o <br />ct- w <br />(0 <br />'s <br />U <br />r_,_r <br />L m <br />Q N <br />®I <br />IN <br />o <br />w <br />M <br />z 9 <br />o <br />z <br />Z <br />4CO <br />0 <br />CO U <br />w? <br />Zo <br />z © <br />oa <br />rr3 <br />910 <br />00 <br />�E <br />p¢ <br />o� <br />CEO <br />°adZ <br />dZ <br />d <br />o <br />Mw <br />d � <br />30 Y <br />m <br />Z <br />7 <br />N <br />m J <br />SU <br />mo <br /><- <br />ZH <br />>z <br />�z <br />3 <br />HW <br />10 <br />go <br />a <br />Wc`gn <br />T � <br />y W <br />m <br />J <br />o <br />wQ <br />�5 <br />;o <br />ch <br />-.4- <br />a r <br />.2 O <br />J <br />>� <br />LO <br />LO <br />aM <br />m <br />Q <br />ca <br />z— <br />c I U <br />m <br />�N^ <br />En <br />4-1 <br />Q <br />a--+ <br />n co <br />I <br />co o <br />O <br />r <br />LL N <br />O7 <br />L0 <br />Lco OIt <br />T <br />Q <br />in <br />r <br />00 <br />o <br />Z <br />ca <br />z <br />= Y <br />E O <br />i6 <br />y <br />`c <br />Ca <br />E <br />� <br />c <br />0 <br />Q o <br />JOB <br />NO : <br />23-04909 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />