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11 ! _ _ . _ _ L I I ! - -- - -- <br />i <br />w <br />4- <br />0 <br />i <br />_ <br />4 <br />N <br />tn <br />N <br />'n <br />N <br />0 <br />to <br />8 <br />1 <br />to <br />i <br />C) <br />0 <br />V) <br />Q <br />Iri <br />NO <br />i <br />v <br />a <br />v <br />E <br />o <br />`v <br />Ci- <br />J <br />0 <br />v <br />0 <br />to <br />0 <br />0 <br />CID <br />0 <br />CL <br />r� <br />0 <br />0 <br />d <br />Z <br />0 <br />0 <br />v <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />DOOR JAMB (REFER14,,L <br />x4 1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR COI <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CON <br />1 X 4 <br />E <br />r <br />3" <br />� <br />FURRING <br />_ <br />3 1/4 LONG X 3/16 0 <br />❑ L FURRING <br />3/16"0 X LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2 <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. &ZXg <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/M.1X8 <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRYTHROUGH �� <br />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 />1 x4 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 1/2" DRYWALL <br />DOOR JAMB (REFER*2" <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCTDGE <br />DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CO <br />2 ROWS 3/16" x 3-1/2° <br />O <br />x 3-1/2" TAPCON @ 16"1x4 <br />O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />.. 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" DETAIL <br />BUILDOUT @ <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />k <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 />1/4" MAX <br />1 X 4 FURRING <br />tr 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)1 Od 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 X4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BI <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 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 />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />�1/4" MAX EMBEDMENT INTO K.) <br />�4 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 TI <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-g ARCH DETAIL rK <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 REB, <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />+5^ <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"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%" 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 #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" = 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 />LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWELROVIDE <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 />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 />t e o 0 <br />REINFORCING AS FOLLOWS: <br />SEALANTI�- <br />AQD— <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <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 />— <br />GRADE <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 NOTE: <br />M e ° <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />_ <br />r g <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />• v <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 />' (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" = 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 />` #5 REBAR (TYP,) ' <br />tR ♦ ' <br />♦ STD. 90° HOOK (TYP.) <br />YP.)*41 <br />o ♦ <br />THE ' <br />:S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />SCALE: N.T.S <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE ALUM FASCIA <br />PER PLAN I I 1-3/4" TRIM PAINTED <br />F CHANNEL, SS NAIL w/ 5/16" HEAD <br />FASTENED PER - DIA. @ 24" O.C. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED TO 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 />+ Lity <br />+ + <br />+ + <br />+ + <br />TRUSS <br />2X4 SYP <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 />�I \+ 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 />SFF GHFFT M ANn <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 8 <br />3" MIN, EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 31� - ' <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAMIOKTA 12" 0 C <br />B @ FIRST COURSE @ • <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 />H RETROFIT FOR MISSING EMBEDDED STRAP <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />d <br />e. <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />•d <br />OVERHAN <br />•d,e <br />d 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 />1 r-0rr 51-011 <br />SCALE: N.T.S. <br />INISH FLO <br />° . .. �.. <br />• ° #5 BAR x <br />CENTERED W/ g <br />' 6 <br />° ey 9 H IN TOP b <br />• KNOCKOUT / <br />° CHAIR BLOCK <br />MONO FOOTING , d ,O <br />SIZE AND REINF. PER PLAN °• . <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT D Z <br />°. • STANDARD q <br />99 HOOK N <br />#5 BAR IN <br />FILLED CELL, • -; • -� • -� , <br />sk <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"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 />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />2 <br />os <br />� ar- o <br />m <br />x <br />cLLa. <br />Ri CN i <br />N C7 N C <br />E `- <br />L <br />� L <br />i N C CM <br />�E <br />�o <br />� U <br />n <br />M <br />CV <br />O <br />N <br />CO <br />N <br />0 <br />P <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 <br />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 />N <br />W <br />a <br />E <br />8 <br />V <br />0 <br />o N 0 <br />� 6 =1 N r <br />� �3 <br />vi <br />0 � 0 � <br />C"-4 <br />V ZZ � LL <br />Q <br />N <br />C J LL w <br />w <br />Z <br />_j LL w a- <br />-o a <br />L <br />Q: <br />Y O <br />O <br />N t0 0 <br />W <br />.L <br />ILW <br />to�T°� m w <br />N N Z d <br />Z <br />OU 0 V) <br />W <br />❑ ❑ <br />c <br />z N M <br />0 <br />Z <br />� N <br />d <br />V) <br />0 o <br />� <br />(O <br />w <br />° <br />U <br />O <br />Ul <br />w o <br />C N <br />W J <br />g <br />z� <br />_ L <br />-t <br />®® <br />U o <br />Q <br />e <br />0 <br />w <br />M <br />J <br />0 i <br />�` <br />z <br />Z <br />E <br />cu E� <br />=o <br />oo <br />>m <br />z <br />a� <br />Q p <br />E VI <br />wi <br />z® <br />Od <br />E& <br />0o <br />uo <br />Z <br />1=' <br />�! <br />o <br />C/J <br />o <br />Z <br />O <br />ro g <br />0 <br />OzO <br />Zm <br />z <br />J <br />I <br />Q W4 <br />8I <br />02 <br />z Z <br />ao <br />W <br />m <br />wLL <br />� <br />�w <br />w <br />� <br />u0 <br />o <br />a� <br />s�Q <br />;o <br />° <br />§ <br />0 O <br />= <br />> M <br />0 <br />d' <br />rn <br />ca <br />0 <br />� <br />N <br />co LO <br />N <br />LO <br />Q <br />o <br />0 <br />N <br />� <br />UCr <br />v, o <br />W <br />>' <br />N <br />m <br />�-+ <br />0 <br />O <br />LO <br />a--+ <br />ILL <br />.�c <br />Q <br />co <br />N <br />Q) <br />m C) <br />Lb <br />N <br />Q <br />00, N <br />T- <br />T <br />N <br />o <br />N <br />4 It <br />z <br />Z <br />T— <br />a <br />� <br />a <br />i� _j <br />?? <br />Q o <br />r_ <br />_ <br />JOB <br />NO: <br />23-04651 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />