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i <br />LO <br />r- <br />N <br />L0 <br />Ln <br />10 <br />Cr <br />C) <br />0 <br />0 <br />J <br />to <br />N <br />0 <br />I <br />N <br />m <br />LO <br />r- <br />rn <br />CV <br />L0 <br />L0 <br />L <br />v <br />Cr <br />0 <br />.a <br />to <br />a <br />0 <br />0 <br />J <br />to <br />I <br />i <br />LL <br />v <br />o- <br />c <br />C, <br />3 <br />F- <br />Q <br />N <br />N <br />0 <br />Cd <br />C <br />V <br />m <br />E <br />0 <br />L_ <br />v <br />c <br />J <br />U <br />0 <br />0 <br />UI <br />�U <br />0 <br />'o <br />a <br />U <br />a <br />z <br />N <br />I <br />0 <br />U <br />J0 <br />r7 <br />0 <br />0 <br />M <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />r-1 <br />w <br />0 <br />a <br />m <br />0 <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 <br />1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />n r 1x4 P.T. <br />1x4 <br />❑; <br />1 X 4 <br />E FURRING <br />3-1/4" LONG X 3/16"0 <br />L�I 1T FURRING <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16' x 3-1/2 <br />; , <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING <br />1 <br />„ <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2„ 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 />1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER*2" <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCTEDGE <br />DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL <br />FOR CO <br />(2) ROWS 3/16" x 3-112" <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACHTAPCON <br />1x4 <br />@ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST.FURRING <br />4" FROM EACH END w/2x8 <br />P.T. <br />ATTACH SECOND PLY w/ <br />.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @ 12" O.C. <br />3-1/4" <br />DETAIL <br />BUILDOUT @ <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" 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 />2 x 8 45A 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 AREA <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />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 />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />n SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-0" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. — <br />1/4" MAX EMBEDMENT INTO K.) <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN".. <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />B—B <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 />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />g„ <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 T MAX. RAD. <br />PROPER INSTALLATION MAX. 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP) <br />STD. 90' <br />HOOK (1 <br />+5A <br />�L\— <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 HM9KT w/ (4) 1/4 x1 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'Y2" 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 <br />(5)12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <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 />JACK TRUSS PROVIDED BY— / <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH --� <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 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 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS <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 c ° ° ; t> 1. <br />REINFORCING AS FOLLOWS: <br />* - - SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ' ° <br />• <br />II <br />PRESS PANEL REINFORCING INTO PLACE. - — — — <br />.p <br />I11—I11—� <br />* � 6 MIN. LAP SPLICE W/ — — — <br />F MORTAR BED AN T — <br />COVER PANEL REINFORCING WITH UPPER HALF 0 MO D ROWEL N _III REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />=1 I=1 <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP GRADE r- <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE iv <br />REMAIN FREE OF MORTAR. NOTE: Cl) _z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • v <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. 2 GLASS BLOCK DETAIL \ ° <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE () #5 REBAR. (1-STORY ) <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. <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 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />#5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO <br />iR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD O,C., 2 ROWS STAGGERED <br />TD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />YP.) FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— UETTE: <br />P SHEATHING TO <br />TTOM OF BAND <br />; 5 IST TYPICAL <br />NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. <br />+2 w/ (4) 1/4x1 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />THE TITEN INTO K.O. BLOCK <br />:S <br />FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <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 <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <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 />SF01 STRUCTURAL SOFFIT <br />SCALE: 314" = V-0" (") FOR ALUMINUM SOFFITS WITH SPANS <br />REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />?x <br />+ + �FNO�H <br />+ + <br />2X4 SYP . 0 <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2)10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />4<-, + SUPPORT SOFFIT <br />CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX, 4' _0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />CGG cuGt=T M Akin <br />SIMPSON HTT4 w/ (18)1 Od x 1 <br />1/21 NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6 EMBEDMENT F <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 3,� - <br />�- FILL 1st 4 COURSES <br />1J�I' SOLID W/GROUT <br />d: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />a <br />OVERHANG-L. <br />a' <br />d. <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 />NISH <br />A <br />'•� " ' •" ? "gyp <br />#5 BAR <br />�. o •o D ° <br />�. 10„• ° CENTERED W/ g <br />' 6 <br />.:' e • . °n s H IN TOP o <br />• a ' " KNOCKOUT / N <br />° CHAIR BLOCK <br />J <br />MONO FOOTING Vy LZ <br />> e e <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT �' z <br />e. ° STANDARD q <br />90 HOOK N <br />#5 BAR IN <br />FILLED CELL, , <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />JNTACT 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 />In% ur_"rl IAI n/1Arn <br />SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />M <br />cv <br />®Ci <br />�Lu <br />Lu <br />Q <br />c') -m <br />m <br />Va <br />m <br />M <br />CV <br />O <br />N <br />O <br />M <br />a <br />,a�ae;�sr�:a•,t <br />L C Ij'�✓Ai <br />NG <br />r+ Icl50Y <br />:x <br />��`^ii•iY:37��♦d <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 />( <br />eW�yy <br />F 3 V <br />E 0 co QN <br />Co J <br />0 <br />Co <br />LLLL W <br />N; V <br />a a <br />LL U_ a C7 <br />J Z ZO <br />rn <br />Z <br />m c 0 5 <br />r my 0 <br />3 <br />y m W <br />CN <br />W0 <br />- <br />r¢ <br />Z <br />W <br />Z <br />r <br />°WZ ¢_ <br />z <br />N M U U F <br />U <br />W <br />O ❑❑❑ <br />cD <br />o g <br />N <br />z � � <br />� <br />Q <br />!Z <br />N <br />to <br />z <br />N <br />c7 0 <br />1 ' <br />U7, LL <br />W <br />U <br />4 <br />� <br />LL, g <br />� w <br />LU <br />0 y <br />c U) m <br />0 <br />Q m0 <br />N O� <br />�p <br />o <br />W <br />M <br />J <br />z <br />0 � <br />z <br />Z <br />� <br />r1 <br />m E <br />Q o <br />co U <br />zo <br />wz <br />Zo <br />Z0 <br />oa <br />ro <br />g <br />00 <br />o E <br />O <br />= <br />oz< <br />(O <br />a p <br /><z <br />y Z <br />wz <br /><o <br />m0 <br />m J <br />�w <br />z <br />a8 <br />Z <br />¢z <br />T <br />�i <br />W w <br />a <br />N FW- <br />W <br />m <br />o <br />V <br />w< <br />zI< <br />>0 <br />a� <br />3 <br />0 <br />0 <br />2 C:) <br />.yJ <br />i <br />> <br />L0 <br />LO <br />ca <br />Q <br />0 <br />I� <br />M <br />: <br />mt <br />� O <br />C) <br />Y <br />U <br />r <br />0 <br />� <br />N <br />m <br />LO <br />Q <br />O <br />a-., <br />C) <br />C:)I� <br />U)I <br />LL. <br />Ln C) <br />LO <br />to 04 <br />N <br />M p <br />T_1✓ <br />E <br />M <br /><° T <br />jj CV)Z <br />d <br />pN <br />E <br />c <br />n <br />U <br />Q p <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />-- — 1— <br />