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■ r r L - — — I L' <br />3 <br />3 <br />W <br />I <br />cc <br />3-1 <br />m <br />c'"o <br />v <br />N <br />0 <br />LO <br />rr <br />rn <br />i <br />c <br />0 <br />3 <br />a <br />N <br />N <br />S <br />E <br />0 <br />x <br />00 <br />a� <br />c� <br />12 <br />0 <br />0 <br />CL <br />0 <br />x <br />J <br />L� <br />N <br />N <br />a <br />N <br />N <br />N <br />S <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 APPROVAL FOR C!T1 <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONNfl, <br />j� 1x4 r 1 X 4 <br />1 x4 P.T. 3/16" 0 X 3" LONGL_ FURRING E FURRING <br />3-1/4" LONG X 3/16" 0 FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO STAGGERED @ 16"TAPCON @ 16" O.C. & 4" 2X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO x8 P.T. FROM EACH END w/ MIN. 1X8 <br />PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH <br />MASONRY THROUGH 1-1 /211 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 />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 />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2° ❑ x 3-1/2" TAPCON @ 16" 1x4 <br />O O.C. & 4" FROM EACH FURRIN( <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />7.. nCTAII 7 i/A11 MCTAII STAGGERED @ 12" O.C. 1_1/d" nFTAII <br />13UILDOUT "OVERSIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. 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 />1/4" MAX 2-0 <br />1 X 4 FURRING <br />SOLID BLKG. AT TOP BTWN. <br />BLOCK HEADER <br />ARCH BLKG. & BUCK <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45A DIAGONAL <br />(4)10d NAILS INTO , <br />BRACE(S) <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) <br />POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH <br />(4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS <br />BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A <br />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 />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 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 />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />/4" MAX EMBEDMENT INTO K.) <br />2' 0' 8" <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)10d NAILS EQUAL EQUAL <br />THRU OSB INTO 2 x 8 <br />B_B ARCH DETAIL K <br />SCALE: N.T.S. SS <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 RER <br />(TYP.) <br />STD. 90' <br />HOOK (1 <br />L11 <br />Tt..7/ <br />t5^ <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />CAPACITY = 805 # FOR 1 STRAP <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 4'/z' 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 />S <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 IMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />Lj <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2x4 <br />00, #2 SYP @ 24" O.C. <br />'-0" MAX SEE PLAN <br />2X4 SYP #2 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 />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 />14' 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 REINFORCING INTO PLACE. <br />.;..::.: <br />; ;,.'; <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 />...:.... <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 />REMAIN FREE OF MORTAR. <br />NOTE: <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 4%" 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 />p <br />P' <br />C VA <br />GRADE n C en <br />e <br />p <br />M Z <br />r �p <br />\ e <br />' (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 />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 <br />SCALE: 3/4" = V-0" <br />`— FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS �� <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />ATTACHED WALL SHEATHING TO <br />#5 REBAR (TYP,) ��� <br />�� <br />3/4" PLYWOOD DECKING GLUED <br />2X BOTTOM PLATE W/ 8d @ 4" <br />�R �� <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />. 90° HOOK (TYP.) <br />STD• <br />'0 <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />YP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />... <br />. <br />JOIST TYPICAL <br />• '' <br />#� +2" NOTCHB @ FIRST COURSE <br />SIMPSON HGAM1OKTA @ 12" O.C. <br />.� - �. <br />w/ (4)1/4xl 1/2" SDS SCREWS <br />��'.. <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />rHE <br />TITEN INTO K.O. BLOCK <br />:S ...�� <br />FILLED CELL INSTALLATION KH" <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />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 />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE �--► j ALUM FASCIA <br />PER PLAN I I 1-3/4" TRIM PAINTED <br />SS NAIL w/ 5/16" HEAD <br />FASTENED PER I DIA. @ 24" O.C. <br />NOTE 2 BELOW I CONT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED TO J L 2x BLOCKING NAILED TO TOP <br />BLOCKING w/ 2-12d NAILS (**) 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: 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 />?x <br />+ + �'tENGrh <br />+ <br />TRUSS <br />2X4 SYP — <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 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 />I + REQUIRED TO <br />�\ + SUPPORT SOFFIT <br />I , IJj1LJ� SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />eGG cuGGT rn Akin <br />SIMPSON HTT4 w/ (18)1Old x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8n DIA. ALL THREAD ROD <br />0 <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: 3PT - r -V <br />Z <br />U_ <br />0 <br />w <br />U <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />71 <br />e. <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1'-011 51-011 <br />INISH FLO <br />°' ' °•• #5 BAR <br />11.01. <br />` e . CENTERED W/ g <br />.:' ° • . �► 97 <br />97 <br />H IN TOP o <br />• a : KNOCKOUT / 04 <br />e CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN °• . <br />AND SECTION DETAILS <br />CLEAN FILL .I► e. a <br />DIRT Z <br />STANDARD o <br />i 90' HOOK N <br />#5 BAR IN . <br />FILLED CELL -�� •�� , •� , <br />Le <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 />)NTACT 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"4" MIN. HOLE <br />SET BAR IN EPDXY <br />u EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />4" SAW CUT <br />�� SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />N <br />0 <br />h <br />CEO <br />C <br />0 <br />C <br />Q <br />� <br />L <br />_ O <br />,_ a `� o <br />A2mo� <br />'y <br />Vf y C? J <br />c <br />C 3 ea <br />as a <br />a a 2 =- <br />� <br />N r= <br />C <br />rn o <br />a <br />N0111113iIi/t,+� <br />'NSE <br />F LO <br />f'•!> �OFESSIOtZP;Na��`. <br />yl <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 <br />7th Edition. Engineers signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W vE <br />V e) o = N n <br />o <br />tZ12 <br />a a)Cliclio 2SS2 LL <br />C —r u <br />LL <br />5 <br />M <L S W rL <br />Z mc� a4 <br />� L � <br />O <br />9 1 N (O � O <br />05 CP ' m <br />Z N colak <br />LLW <br />Z OU 0 y <br />W ❑ <br />QD M N <br />N <br />Z <br />� <br />z <br />Z � <br />o <br />Q v <br />a 77 <br />U) <br />Ln 2!t7 <br />v CD <br />N <br />Lj,a� .0 <br />� <br />V <br />0 W S <br />Lon c N <br />Ln <br />c <br />LLJ <br />� J E <br />j <br />Rig 8 <br />c co <br />Y <br />Q N <br />o <br />� <br />J� <br />w <br />Z <br />M <br />z <br />Q <br />;Lo <br />n <br />tO <br /><N <br />E U <br />wz <br />❑90 <br />a <br />0�° <br />&< <br />Z <br />a3 � <br />C_ <br /><= <br />S <br /><o <br />w = <br />� <br />cn <br />C <br />z <br />a <br />w0 <br />m0 <br />Oz <br />Z <br />J <br />¢ " <br />< <br />`z <br />W <br />83 <br />g��O <br />w <br />1 <br />m <br />¢ <br />NLL <br />w <br />wO <br />x 3 <br />o <br />M <br />v <br />� <br />; <br />ar <br />zla <br />o 3 <br />�LO <br />0 <br />rn <br />c� <br />co <br />aQ <br />(n o <br />N <br />. <br />4-0 m <br />LO <br />... <br />0 .a <br />CO <br />-0 a N <br />0) <br />N O <br />LO <br />E <br />M <br />z° <br />Z <br />E CN ayi <br />`m <br />a <br />E <br />U .-°, Q 0 <br />JOB <br />NO: 23-00503 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />