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IIIIIIIIIIIIIiAMiUMMi" -ra �...k _. .�.I �:.., .. 6 dl. l.: IL all _t,.l., - ­1—a- Ii1L1;jj,L jll - - 11 j. _ _ s�: �_._ a..tJ.W �.L�:L i� x�l��c1.11 <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 />112" DRYWALL <br />2 x 8 45" DIAGONAL — <br />BRACE(S) <br />BUILT UP PLWD. BUCK <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH <br />CONNECT W/ 8d NAILS <br />1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL DOOR JAMB (REFERr2X8 <br />1/2" DRYWALL <br />DOOR JAMB (REFER TO PRODUCT <br />P.T. TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONAPPROVAL FOR CONN. APPROVAL FORCONN. i ;'%' 1 X4 <br />x4 P.T" , FURRING 2 ROWS 3/16" x 3-1/2FURRING <br />'� 1 x4 <br />3-1/4" LONG X 3/16t�. �jj . FURRING TAPCONS LONG ( )TAPCON @ 16" O.C. &TAPCON. INTO STAGGERED @ 16"BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ M. <br />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. TO PRODUCT <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 />APPROVAL FOR CONN. , r x 3-1 /2" TAPCON @ 16° 1 x4 <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRINI <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <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" O.C. n�ToIl <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />1/4" MAX <br />N SOLID BLKG. AT TOP BTWN. <br />I ARCH BLKG. & BUCK —� <br />2'-0" <br />8d NAILS AT 8" O.C. AT BUCK <br />(4)10d NAILS INTO <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />(4)10d NAILS INTO 2 x 8 <br />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)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 J <br />SCALE: N.T.S. SS <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />A -A <br />8" <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO K.) <br />1t 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 />I <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON TI <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/i6" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />B-B <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 />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, $ <br />#5 REB) <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />777 <br />// <br />, <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'h" 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—J <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />00, <br />10 4'-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 />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 />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 />MASONRY WALL. SEE PLAN FOR <br />REINFOD ING. PROVIDE LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKE1/8". <br />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 />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />#5 CONT. TOP & MID OCCURS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3"COVER 6'-0" <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 />°' <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ° p' e <br />REINFORCING AS FOLLOWS: <br />— <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— T <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />n e <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />_ <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE ° <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />D e <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />i%j <br />" <br />REMAIN FREE OF MORTAR. <br />_ z <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />_<� <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />T g 00 ; <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME <br />° ° <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ' (2) #5 RE BAR. (1-STORY) <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WITH MORTAR.) <br />16 MIN. 3) #5 REBAR. (2-STORY <br />" (1-STORY) ( <br />Y) ) <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS <br />GLASS BLOCK SHALL BE INSTALLED PER THE <br />FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />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) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <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 />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 />THE <br />:S <br />#5 REBAR (TYP,) ' <br />z STD. 90° HOOK (TYP.) <br />@ FIRST COURSE <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. SS <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 />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 />SF01 SCALE: 3/4" = 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 />+ �F�OTy <br />+ <br />+ ' <br />+ <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 Z-6" <br />* DOUBLE 2x4 SCAB FOR Z-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 />+ <br />+ SUPPORT SOFFIT <br />SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />SIMPSON HTT4 w/ (18)1Od x 1 GFF .qHFFT f'M ANf1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT P <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: N,I - <br />cc <br />Z <br />O <br />2 <br />U_ <br />O <br />LU <br />U <br />cn <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED — <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />r— ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />r-2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/41 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 1st 4 COURSES <br />SOLID W/GROUT <br />r <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ' <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. a"'' '• <br />e <br />OVERHAN <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 REO'D. <br />11-0" 51-011 <br />INISH FLO <br />• e' #5 BAR <br />�p a 1Orr • ° CENTERED W/ <br />6 <br />e .:' e ie► IN TOP q <br />9FIr "X= "z?e d KNOCKOUT/ N <br />° CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN --I <br />AND SECTION DETAILS - <br />CLEAN FILL .► • e <br />DIRT Z <br />�• ° STANDARD 4 <br />#5 BAR IN s 90' HOOK N <br />FILLED CELL, , <br />.N <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" =1'-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"4" 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 />SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />.1t <br />00 0 <br />cw <br />d <br />C� o_L A <br />0 ar— o <br />A m <br />o- <br />�o <br />s; <br />d � <br />T <br />'> a�a <br />°) w <br />m � d <br />a <br />0- c ) <br />0 <br />l l EiOIOPIf�� <br />��l,,�ttttltt <br />ow <br />:• . <br />' • . <br />`/ %• CJ"t v N <br />-`'zi <br />Ntai <br />¢� <br />�> OrESSi0 <br />\\ <br />�' •yt tIItI,itWO <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W <br />It <br />O M <br />N N O� <br />0 a)' °° � <br />��� <br />to04 M 0 k LL <br />J <br />a LL <br />@uiLL- a <br />Z — o <br />s u '° <br />y 0 <br />02r- <br />T <br />Z M `n0 Z d J <br />J 1- <br />LL <br />LLW <br />N <br />OL) <br />Z <br />W ❑❑ <br />O <br />Z N <br />z <br />J — <br />V, <br />O o <br />Z 8 <br />LL <br />a)�? <br />N <br />fO W <br />U � a <br />0- <br />0 w s <br />tN Of <br />V) <br />® 11J J <br />;s 8 <br />_ <br />10 <br />D <br />Q <br />ao. <br />,.. <br />E <br />OCco <br />oO <br />wi <br />�9 <br />�® <br />oa <br />v <br />QQ� <br />o <br />w <br />0U <br />F- (6 <br />E <br />X U <br />a0 <br />orx <br />` <br />Z <br />N <br />i <br />o <br />as <br />w� <br />w� <br />,d <br />__ C <br />Z <br />QY <br />mp <br />ZLL <br />W <br />Z <br />Vy! J <br />a <br />Q <br />N <br />8 <br />O W <br />W <br />U 31 <br />LL <br />N Zw <br />W F <br />AID <br />V <br />V <br />V <br />zla <br />a= <br />0 3 <br />C <br />O <br />= <br />>M <br />O <br />4tm <br />rn <br />c9 <br />C T <br />Q <br />� <br />r <br />CL <br />0 <br />N <br />N <br />Q <br />O <br />04 <br />N <br />O <br />Lo <br />N <br />Q <br />T <br />E <br />m <br />N <br />0) 6i <br />o <br />Z <br />z <br />E O -0E .a :3 <br />a <br />U � ¢ a <br />c <br />� <br />JOB <br />NO: 22-08308 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />