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3 <br />i <br />a <br />N <br />D <br />D- <br />0 <br />aO <br />0 <br />0 <br />oo <br />0 <br />1 <br />d- <br />D <br />cn� <br />i <br />Q <br />cV <br />0 <br />E <br />CD <br />E <br />O <br />L <br />D <br />J <br />V1 <br />O <br />0 <br />0 <br />vl <br />'o <br />i <br />z <br />i <br />Q) <br />y <br />1 <br />D <br />�i <br />c <br />0 <br />B <br />8 <br />J <br />ti <br />N <br />0 <br />a <br />a <br />N <br />0 <br />i <br />Q <br />0 <br />ix4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER TO PRODUCT <br />P.T. TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. ; " <br />APPROVAL FOR CONN. / 1 X 4 <br />APPROVAL FOR CONN. i //�, 1x4 <br />1x4 P.T. 3/16"0 X 3" LONG ' FURRING (2) ROWS 3/i6" x 3-1/2" FURRING <br />3-1/4" LONG X 3/16 i �; FURRING TAPCONS TAPCON 16" O.C. & 4"LL'A1X8 <br />Xg <br />TAPCON. INTO STAGGERED 16" @ <br />@ 1x8 P.T. FROM EACH END w/ MIN. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE 1 DETAIL MASONRY THROUGH �� <br />1x4 P.T. & 1x$ P.T. 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />STAGGERED @ 12 O.C. <br />3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER <br />TAPCON @ 16 TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. ix4 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. i , , / jj % x 3-1/2" TAPCON @ 16" 1x4 <br />' 2 ROWS 3/16" x 3-1 /2" i j %, i !� <br />j O O.C. & 4 FROM EACH FURRING <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />i ! / 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 <br />7., nE:TA II •I /AVI nE:TA II STAGGERED @ 12" O.C. -i-1 all nPTAII <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf Cc <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 114" 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 45' DIAGONAL (4)10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <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 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 />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />SECTION <br />A -A <br />8" <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO K.) <br />fi Z-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 BTWN,-, <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 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 />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />_�l <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 rK <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 />EQUAL <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.B <br />#5 REBi <br />(TYP,) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HOOK (1 <br />NOTCH WEB AT <br />±5A <br />FIRST 2 COURSI <br />UPLIFT 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 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'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 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 />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 />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2)1/4" X 3112" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = T-0" SS <br />i <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 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 />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />tf ° ' �D D P. <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />L <br />D ° — TI1=TI=T—T-- <br />F� II <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />D — <br />D —_— <br />f�I 111TI• <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 D, <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />g D <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />CAI <br />REMAIN FREE OF MORTAR. <br />z_ \ ' <br />' <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS <br />11 SEE GLASS BLOCK INSTALLATION NOTES. <br />T • D <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />e ° <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ t, (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 />.40 <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 MAYBE 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 />2"x BOT. PLATE W/ (2)1Od @ 6" O.C, <br />#5 REBAR (TYP,) <br />® <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 />,- <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 1 Od <br />TD. 90° HOOK (TYP.) <br />v v <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 />JOIST TYPfCAL <br />® <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />® +2 NOTC FB (a) FIRST COURSE <br />® <br />- <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />THE <br />:S ` <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. <br />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"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 />2k <br />+ <br />+ + <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 />9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'4' O.H. <br />O�FNG7-y (2)10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />+ PLYWOOD SHEATHING <br />+ + <br />+ <br />BLOCKING AS <br />+ REQUIRED TO <br />+ + <br />+ SUPPORT SOFFIT <br />QENTER SOREIT <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 />CFF -'QkPPT f19 Amn <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: 1T - <br />z <br />O <br />V) <br />Q <br />2 <br />U_ <br />O <br />Uj <br />Q <br />U <br />f/] <br />FILL 1st COURSES <br />SOLID W/GROUT <br />° <br />a <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • ' a <br />OVER <br />HAN <br />° <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'-0" 5'-0" <br />INISH <br />.e ... • I*•' Y <br />' ? '4. <br />e <br />e ° • • : #5 BAR X <br />p. 10 e e : CENTERED W/ <br />e • . .' 9 H IN TOP o <br />KNOCKOUT / <br />CHAIR BLOCK <br />-1 <br />MONO FOOTING 1 . <br />.o oe <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />it n •• <br />CLEAN FILL •o e • <br />DIRT Z <br />2 <br />° STANDARD o <br />0 90 HOOK N <br />#5 BAR IN <br />r _ <br />FILLED CELL, , <br />s° <br />d r.• � �r rs• � V f s• ♦ v �r s � V <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. ETA AND STEMWALL <br />SECTIONN DDETAILS <br />SCALE: 3/4" = V-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"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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />L4- SAW CUT <br />iA� SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />C%4 <br />c <br />0 <br />e� <br />> W <br />® <br />oL <br />SO G a- <br />;N - 9 <br />Cu <br />,> E <br />L <br />co V Q <br />� 3 � <br />,._mod <br />n. <br />vn <br />E <br />iu. <br />co <br />O <br />°°'°••.... <br />0 <br />�"e/?0 <br />.••. <br />\ <br />#EiS4 �0°N <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Q <br />E <br />U <br />0 <br />0 <br />c <br />W N <br />� �N <br />* <br />rA <br />V <br />fn N o J <br />+j LL W <br />J u- u- d <br />w <br />Z <br />coa <br />— c a <br />� <br />W <br />w o <br />0 <br />cn <br />Z <br />IL <br />m <br />J <br />NZ a r_ <br />Z <br />N OU <br />W <br />o0 <br />V M � <br />z N M <br />a <br />z o <br />a <br />M <br />z v <br />�Q)N <br />_ o <br />ILL <br />_ <br />a <br />V <br />Ouj <br />N <br />o <br />U <br />W J <br />zE <br />= w <br />ca o N <br />Y <br />a <br />®® <br />a <br />W <br />M <br />M <br />y ¢ <br />o� <br />z <br />< <br />U_ <br />CL E <br />E ° <br />�© <br />vo <br />0 <br />f <br />0. <br />O E <br />XU <br />o� <br />a p <br />SOU <br />of <br />a z <br />o <br />wo <br />io <br />¢w <br />o Y <br />U <br />hm <br />mo <br />o <br />z <br />Z <br />N <br />y J <br />¢' <br />o-. <br />¢w <br />�z <br />�o <br />W <br />a <br />o� <br />a <br />�w <br />cD <br />oo <br />a¢ <br />r� <br />z3 <br />�o <br />cD <br />co <br />I <br />IQ <br />a <br />o� <br />U <br />CDJ <br />O <br />d' <br />CU <br />CU <br />c� <br />L00 <br />O <br />� r <br />U <br />0 <br />N <br />LO <br />N <br />O <br />O <br />'� <br />CD <br />N <br />Ln <br />N <br />Q <br />n <br />ui <br />/� <br />O w <br />N <br />y <br />o <br />Z <br />Z <br />= <br />E <br />E <br />u) <br />`m <br />_ <br />IL <br />J <br />Q 0 <br />J <br />JOB <br />NO : <br />22-08307 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />