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w <br />I <br />n <br />N <br />i <br />m <br />FD <br />`v <br />v- <br />i <br />d- <br />CV <br />0 <br />I <br />N <br />M <br />N <br />LO <br />CV <br />0 <br />0 <br />a <br />a <br />O <br />i <br />a <br />E <br />0 <br />0 <br />a <br />.s <br />J <br />tz <br />Lo <br />0 <br />L <br />45 <br />0 <br />0 <br />a <br />N <br />O <br />N <br />0 <br />d <br />Z <br />C> <br />0 <br />0 <br />z <br />m <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (RE[ <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER1-1x4 <br />TO PRODUCT <br />1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1 X 4 <br />1x4 P.T. <br />3/16"0X3" <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />D-, �� FURRING <br />LONG <br />TAPCONS <br />FURRING <br />�� <br />O ROWS 3/16 x 3-1/2 2 <br />TAPCON. INTO <br />STAGGERED @ 16" <br />1x8 P.T. <br />TAPCON @ 16" O.C. & 4" <br />FROM EACH END w/ MIN. <br />2X8 <br />1X8 <br />BLOCK@ SPACING <br />1 <br />„ <br />DETAIL <br />O.C. 2-ROWS INTO <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2„ DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />" <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 />1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16 <br />O.C. & 4" FROM EACH <br />ox4Fi <br />1x4 <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />x <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @12"o.c. <br />3-1/4" 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 6 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 />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. - <br />1/4" MAX EMBEDMENT INTO K.) <br />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 10d <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />VERT. BRACES WHEN HGT. OF <br />�-' <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 />CREW <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 />SECTION <br />A -A <br />2'-0" 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 />81, <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. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REBr <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />I <br />I <br />H <br />+5� <br />L <br />LL 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"x1 1/2" SIDS <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'%" 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 />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 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" =1'-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 />REINFORCING. PROVIDE LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <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 />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 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) 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 />* <br />SEALANT <br />=III=111===I I �I I Ir T <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW <br />D 0 — — — — <br />—IT_I_T�TI„,IT_I�I <br />I I- <br />* PRESS PANEL REINFORCING INTO PLACE. <br />' '�' �' '`''� ' " ` ' `•' ' ` ` ' <br />=; ':,.':. 6„MIN. LAP SPLICE W/ <br />=1 — <br />=III_ <br />o p I�I=I�I — - <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 />GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6„ <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />CVOTE: <br />REMAIN FREE OF MORTAR. <br />N <br />°' z <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />� c <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />° <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />P <br />(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.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <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" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />LFILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />#5 REBAR (TYP) <br />R <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TD. 90° HOOK (TYP.) <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 />TAL SEAT PLATE <br />TE: <br />P SHEATHING TO <br />TTOM OF BAND <br />IST TYPICAL <br />r[N <br />41 <br />MPSON HGAMI OKTA @ 12" O.C. <br />(4) 1/4x1 1/2" SIDS SCREWS <br />Vill+2„ NOTC @ FIRST COURSE <br />- <br />FHE <br />S <br />INTO BAND JOIST & (4)1/4-W 3/4" <br />TITEN INTO K.O. BLOCK <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 <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <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"x1/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SFO 1 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 />\GTH <br />2X4 SYP r <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 />+ SUPPORT SOFFIT <br />/ ENTER 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 />CG1= cNGt=T M akin <br />SIMPSON HTT4 w/ (18) 10d 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 F <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MI% <br />MSTAM STRAP <br />SCALE 01-t - , <br />Z <br />0 <br />U_ <br />0 <br />w <br />H <br />v <br />to <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP, 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1St4 COURSES <br />SOLID W/GROUT <br />a <br />FOR OVERHANGS BETWEEN OVER 1 112" „ <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANG�.� <br />•i .a . <br />e- <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 />SCALE: N.T.S. <br />#5 BAR <br />4 > X <br />1'0" ° D ° CENTERED W/ Q <br />p y°. g <br />A-, ° . 9 H• IN TOP o <br />> KNOCKOUT / N <br />° CHAIR BLOCK <br />MONO FOOTING ' <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT b z <br />°• ° STANDARD o <br />0 N <br />#5 BAR IN 90 HOOK <br />FILLED CELL, L L, <br />sn- <br />���• \♦\,i �• ♦ ♦��A• ♦ ♦���• \♦,ems• <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />CONTACT 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_EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />4" SAW CUT <br />A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />a � o <br />s C- <br />w <br />N R N <br />a5- <br />cc 0) <br />9 G <br />df <br />0 <br />M <br />N <br />O <br />N <br />fib. °�• �•. <br />E; <br />' <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 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 E <br />W <br />U <br />® N N Ol y�j <br />V � C N <br />0 Sao° N <br />U) <br />N b LL <br />7 k <br />Ul M d' <br />C LL <br />�6 J W <br />JW� 55 I a <br />Ij Z —�0) a <br />o Z <br />i � '@ N � 0 o <br />W <br />co <br />05 cl, <br />0] J <br />IL z - mz c <br />aN <br />do V O <br />W ❑ ❑ <br />� M <br />Z N O <br />7 <br />o0 <br />� o <br />Cz <br />4� <br />c6 <br />0 o:UWA <br />v c <br />E <br />! <br />8 <br />U <br />, <br />CD <br />® <br />Q- N 0 <br />� <br />W <br />M <br />ZO , <br />Q <br />g <br />LJL <br />z o <br />K <br />>m <br />z R <br />QE <br />o <br />U <br />.© <br />L.° <br />zCU <br />Z <br />D2 <br />f— (Q <br />2 O <br />00 <br />6 <br />pE <br />� Q <br />0 Q <br />�Z <br />L <br />wo <br />to <br /><Q <br />O <br />W <br />ma <br />oW <br />Z <br />m <br />U <br />O <br />Q W <br />p <br />z <br />U <br />G/J y <br />7 <br />T <br />w tt <br />=� <br />a <br />m w <br />m <br />a� <br />o <br />w¢ <br />>0 <br />�O <br />= <br />N <br />> M <br />0) <br />2 <br />ca <br />ca <br />c� <br />(0 U-) <br />r <br />=3 CV Q- <br />L0 <br />.-. <br />Q <br />°o <br />N <br />J <br />U) m <br />N <br />Ln <br />a..+ O <br />..i <br />O LD <br />(•. <br />m 04 <br />ai <br />CD <br />U-)O L <br />C14 <br />N <br />Q N <br />T <br />r C14 <br />w U') <br />� <br />o <br />z <br />f0 <br />z <br />U) <br />T <br />Ecc <br />c <br />[L <br />U Q p <br />JOB <br />NO: 23-04902 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />