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m <br />L0 <br />v <br />o- <br />0 <br />to <br />9 <br />J <br />0 <br />Wj <br />i <br />m <br />L0 <br />v <br />0 <br />0 <br />0 <br />J <br />LO <br />O <br />I <br />N <br />LD <br />LD <br />D <br />Cr <br />V) <br />B <br />3 <br />Q <br />N <br />N <br />a <br />F <br />E <br />CL <br />i <br />O <br />v <br />0 <br />J <br />v <br />ti <br />0 <br />0 <br />d <br />0- <br />0 <br />0 <br />d <br />Z <br />0 <br />m <br />V) <br />N <br />1/4" MAX <br />fi <br />IISOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK --- <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT <br />P.T. TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN.i1 X 4 <br />1x4 P.T. 3/16"0 X 3" LONG L FURRING FURRING <br />3-1/4" LONG X 3/16"0 FURRING (2) ROWS 3116 x 3-1/2" ' <br />TAPCONS TAPCON @ 16" O.C. & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16 <br />BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ MIN. 1X8 <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 NAILS" <br />1x4 P.T. & ix8 P.T. DETAIL <br />STAGGERED @ 12" O.C. <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. ;� x 3-1/2" TAPCON @ 16" 1x4 <br />(2) ROWS 3/16" x 3-1 /2" ; , O.C. & 4" FROM EACH FURRIN( <br />TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. <br />` " 4FROM EACH END wl <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" 0' 3-1/41' DETAIL <br />BUILDOUT @ OVER SIZE 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 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 NARCH 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 />INSTALL WDW. SCREW ANCHOR—'T x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d 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 rT�_ <br />SCALE: N.T.S. SS <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-0" <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" Q.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 />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 />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 />R <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 RE& <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />7/ <br />JA <br />1 <br />+5A <br />NOTCH WEB AT <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"x21/4" 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'Y," 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 116" 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 />8d NAILS <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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� <br />IF TRUSSES USED) W/ (2) #6 X 4Y." 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 />i <br />J <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 />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 />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 a. PANEL <br />g <br />PER ANCHOR) <br />OCCURS <br />#5 CONT. TOP & MID <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <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 />• <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 />u <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />I� <br />D — =���— �1= IV <br />W. <br />PLACE LOWER HALF F MORTAR IN BED JOINT. DO NOT FURROW. <br />w L o E <br />_ <br />—— <br />I iII_1Tf��I IiI I(� <br />g f <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />1iT=_I I f=1 I I- <br />, E. TI E.I I F, F <br />* V LREINFORCINGWIT PP R H LF F MORTAR BED AND TROWEL <br />COVER PANE H UPPER A 0 MO R <br />REINFORCING PANEL <br />— — <br />T�—I I� <br />SMOOTH. DO NO FURROW. <br />o <br />II <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 />p ° <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />N ° R <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) 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 />r • o <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 />\ 0 (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 />Of <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 />`— FILLED CELL PER <br />FOUNDATION PLAN <br />O UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />2"x BOT, PLATE W/ (2)10d @ 6" O.C. <br />® #5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <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 />TD. HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />90° (TYP.) <br />YP.) <br />ACE NAILS 1 d @ TDRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />® <br />® <br />A <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />® +2rr NOTC FE @ FIRST COURSE <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />K.O. <br />THE <br />TITEN INTO BLOCK <br />:S �► 'a <br />FILLED CELL INSTALLATION (H' <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 />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 />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"x1/4" 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 />S F01'I 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 />2 X 4 #2 SYP SCAB TO SIDE OF <br />2X 0 TRUSS AS SHOWN FOR O.H. UP TO 2-6" <br />�FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />+ + �FNOTy (2)10d NAILS @ 8" O.C. <br />+ + TO TRUSS TOP CHORD <br />+ + PLYWOOD SHEATHING <br />+ + <br />+ BLOCKING AS <br />TRUSS + REQUIRED TO <br />+ SUPPORT SOFFIT <br />2X4 SYP I (I:I <br />EACH TRUSS <br />CONNECTOR IE'�® <br />SEE LINTEL----' I/ III <br />SCHED, <br />CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-0" SS <br />SIMPSON HTT4 wl (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 P <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: ­1 - <br />QFF cuFGT rl) AiMr) <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERRAN y <br />e' <br />• n, <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 314" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />1 r-0rr 51-011 <br />INISH F <br />• e . <br />e ►.. #5 BAR <br />p. 10 a .. a CENTERED W/ <br />.n.,•e .'ev 9 H' IN TOP o <br />e KNOCKOUT / N <br />° CHAIR BLOCK <br />MONO FOOTING ' o o A. <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL .p A. e <br />DIRT ? z <br />A. ° STANDARD o <br />90 HOOK N <br />#5 BAR IN <br />FILLED CELL, <br />s° <br />si s• � � s• � ♦ � s• l � �. s• 1 s. s <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DETAETAILS <br />SCALE: 3/4" = V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' <br />ONTACT 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 />.m ne 1 11. --k.^ <br />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />d <br />a u, <br />0 <br />�- <br />� a <br />Gf O -O C <br />.CU w a <br />ca sy <br />E <br />rm <br />Q_ <br />M <br />CV <br />O <br />N <br />CO <br />N <br />0 <br />n <br />-�' f 3 1 • �..�- cy <br />f <br />�,ip <br />To the best of the fi�i er'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 />MM as <br />W <br />0 E <br />a o <br />�p CC,,N � o <br />00 <br />0 = N 00 <br />M <br />JLLLL <br />W <br />LL a <br />W <br />Z ro R 'a <br />103 <br />moo <br />N O <br />W :05c rn rn <br />m <br />Z L0 MZ d <br />I IL <br />Z N OU <br />w ❑❑ <br />V M r�- <br />N c� <br />o <br />z <br />� o <br />Q <br />J <br />N <br />(D = <br />_ o <br />r..0 <br />OL.0 N <br />�V) <br />ws <br />t� t- <br />ca <br />E <br />Ri1u <br />i <br />zls.. <br />L 8 <br />PI n l; y N <br />o <br />Q N 0 <br />M <br />M <br />z <br />o <br />W <br />z <br />z <br />.J <br />CEo�� <br />za <br />>� <br />n_ 0 <br />E U <br />aLL <br />z® <br />F� N <br />0 <br />=0 <br />CL <br />E <br />¢ <br />0 <br />f° <br />1":,fa <br />QoWw <br />c <br />� <br />< ¢om� <br />-° <br />Z <br />m J <br />U <br />O U <br />Y Z <br />g <br />¢ <br />o` <br />�+ <br />Z <br />,o <br />T <br />�<CD <br />dz <br />N <br />3 <br />Jz <br />a �- <br />5 <br />0 <br />o3 <br />0 <br />c O <br />= <br />U) <br />> (O <br />LO <br />~ <br />c0 <br />O <br />� <br />� 0 <br />CT <br />O <br />U) 0 <br />N <br />Ln <br /><C <br />0 N <br />0) <br />o <br />O <br />_I <br />-0@ <br />LL- CV <br />O7 <br />-0 T C.0 <br />' n <br />M <br />= CD vi <br />o <br />Z <br />m <br />z <br />E O 2 <br />ro <br />n <br />E <br />0 _j ¢ o <br />JOB <br />NO : 23-04658 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />