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M <br />3 <br />m <br />�f- <br />rn <br />L0 <br />cn <br />0 <br />0 <br />0 <br />J <br />C) <br />O <br />t <br />N <br />LO <br />m <br />0 <br />M <br />0 <br />O <br />LO <br />v <br />cn <br />i <br />N <br />N <br />v <br />o. <br />E <br />N <br />E <br />0 <br />v <br />i <br />iu <br />v <br />0 <br />0 <br />i <br />d_ <br />c <br />0 <br />U <br />N <br />0 <br />Z. <br />LO <br />v <br />0 <br />b <br />CL <br />N <br />N <br />0 <br />C <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. ' APPROVAL FOR CONN. ' ' 1x4 APPROVAL FOR CONN. <br />1X4 <br />ix4 P.T. 3/16" 0 X 3" LONG "fi FURRING <br />i ' 7-- FURRING 2 ROWS 3/16" x 3-1/2" ' <br />3-1/4" LONG X 3/16" 0 i% FURRING TAPCONS ( ) <br />TAPCON. INTO TAPCON @ 16" O.C. & 4"E2X8 <br />STAGGERED @ 16 1x8 P.T. FROM EACH END w/MIN. X8 <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" 1x4 P.T. <br />O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT <br />EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN.r" DRYWALL <br />DOOR JAMB (REFER APPROVAL FOR CONN. / i' j <br />TO PRODUCT 2 EDGE DIST, %/; / 2x8 P.T.PT. w/ (2) ROWS 3/16 <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. i'i (2) ROWS 3/16" x 3-1/2" ; ����� O.C. & 4" FROM EACH1x4 <br />i , <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRING <br />Z 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" x <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL <br />BUILDOUT @cy OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" 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 />r�E \_ 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)1Old 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-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />— SECTION <br />A -A <br />8" <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO K.) 2'-0° <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)1Old <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <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 />ANCHOR INTO ARCH BLKG. <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SCALE: N.T.S. SS <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 />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 />#5 REB <br />(TYP,) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HOOK (1 <br />NOTCH WEB AT <br />+5� <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 21/4" 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 ALL <br />(5)12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />i <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 12 CONT (MATCH TRUSS DEPTH <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 />I <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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <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 />PRESS PANEL INTO REINFORCING E. <br />C 0 PLACE. <br />6" MIN. LAP SPLICE W/ <br />* 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 />RR FU OW. 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 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 />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 41/," 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 />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6-0" <br />e <br />I-1 I I I I I ff I TI-' <br />T�T� II <br />D — <br />D ��- <br />III II�IIC <br />=II—, <br />' r1 F_r �r <br />GRADE <br />A <br />cci D <br />z <br />�D <br />A' <br />\ A <br />t (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 />Of <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION 00 <br />41* DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ! ATTACHED WALL SHEATHING TO <br />tR ` ' AND NAILED W/ 8d COMMON @ U 2X BOTTOM PLATE W/ $d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD } O.C., 2 ROWS STAGGERED <br />14 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d <br />YP.) ` FACE NAILS 10d @ TRUSS TOP & BTTM CHORD, D ( RT. <br />WEB <br />— METAL SEAT PLATE <br />NOTE: <br />"Wa ::71 LAP SHEATHING TO <br />® BOTTOM OF BAND <br />JOIST TYPICAL <br />AO <br />' +2,, NOTC F� @ FIRST COURSE\—SIMPSON/(4)1/HGAMIOKTA @ W O.C. <br />` 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('H 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 />T2x 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SFO 1 SCALE: 3/4" = 1'-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 />2x <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL—' <br />SCHED. <br />2X4#2SYP 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 />+ 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 />CFF CHFFT n,) ANI-1 <br />SIMPSON HTT4 w/ (18)10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8x 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: 3,T - , <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />° <br />a: <br />a <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • ° a'' <br />..° <br />OVERRAN <br />.. ° <br />4� <br />e. <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'-0" 5'-0" <br />NISH <br />' <br />#5 BAR <br />p ' 1'0" ' <br />P ° . .• ° <br />CENTERED W/ g <br />o .:' ° • . 9 <br />IN TOP o <br />KNOCKOUT/ 04 <br />CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />° <br />AND SECTION DETAILS 1- <br />CLEAN FILL <br />DIRT <br />Z <br />° <br />STANDARD q <br />99 HOOK N <br />#5 BAR IN <br />r <br />• <br />FILLED CELL, <br />STEMWALL FOOTING <br />SIZE AND <br />MONO TO STEMWALL <br />FOOTING REINF. RLAN AND STEMWALL <br />DETA <br />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"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 />I jj EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />SAW CUT <br />A SECTION <br />j SCALE: N.T.S. <br />SCALE: N.T.S. <br />CY <br />90 <br />N ' ca <br />�'v, , dam'., `-•° <br />a7 <br />ac Q: X3 <br />co v <br />o- <br />pp N •'. F� <br />e 4 �0 `�y./, C. <br />B/u f <br />0 <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 2020 Florida Building Code - <br />Residential 7th Edition, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />d E <br />4 o Ng <br />o <br />0 W��,co <br />ak <br />M c50 <br />2 <br />C J lJi <br />LL <br />C103fn <br />14 5 <br />V J LL 5 a <br />- a a, � <br />W L � v <br />(6 N tD <br />�ZyIL lu 0 <br />ILZ � M Z Q <br />`r� N <br />OU <br />o <br />Z 0 <br />W ❑❑ <br />N M <br />o00 g <br />z <br />N <br />z o � <br />� <br />— N <br />N z <br />�v U <br />CO u., <br />� <br />U <br />0 w g <br />c� <br />LIJ <br />mapJ E <br />_ m <br />U o y <br />m <br />0 <br />C <br />® A <br />¢ N <br />�� <br />ca <br />W <br />z <br />M <br />M <br />N <br />�� <br />q <br />Q O <br />g <br />>a <br />6 N <br />Q <br />E° <br />Uj <br /><_� <br />�® <br />00 <br />O <br />oa <br />U O <br />o< <br />O E <br />N <br />¢°z <br />o <br />Qo <br />�z <br />KM <br />00 <br />C <br />c <br />z <br />oY <br />U <br />m� <br />o <br />OZ. <br />0 , <br />Z. <br />z <br />Q) <br />J <br />m <br />¢ <br />�Z <br />N <br />Szz <br />¢"0 <br />o¢ <br />Z O <br /><U <br />W <br />C S <br />a <br />U <br />ao <br />a <br />mF <br />F� <br />a1 <br />w <br /><Q <br />CD <br />;a <br />aF <br />OU <br />I <br />zl¢ <br />0 <br />`o <br />= <br />LO <br />LO <br />m <br />a <br />H <br />M <br />� 0 <br />j <br />O <br />Y <br />m <br />m <br />LO <br />r <br />aI <br />ate-+ CAI <br />o <br />0 <br />r <br />N <br />� <br />�a <br />r <br />LO <br />r <br />E <br />c M <br />Z <br />CU <br />Z <br />y <br />E r a? <br />@ <br />CL <br />a <br />U J a <br />c <br />J <br />JOB <br />NO: 22-06466 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />