Laserfiche WebLink
3 <br />-o <br />W <br />I <br />N <br />V7 <br />Q <br />LO <br />cy- <br />v <br />0 <br />a <br />J <br />0 <br />to <br />0 <br />i <br />M <br />N <br />cci <br />0 <br />LO <br />i <br />v <br />Lo <br />O <br />i <br />G <br />a <br />0 <br />i <br />E <br />E <br />0 <br />v <br />c <br />J <br />a <br />0 <br />v <br />0 <br />J <br />N <br />0 <br />LO <br />0 <br />0 <br />d <br />N <br />0 <br />lC <br />0 <br />0 <br />z <br />w <br />4 <br />m <br />r� <br />1x4 112" DRYWALL DOOR JAMB (REFERr2X8 <br />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 CON <br />APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 1 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 TAPCONS (2) ROWS 3/16" x 3-1/2TAPCON. INTO TAPCON @ 16" O.C. &STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ M. <br />BLOCK@ SPACING „ 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. <br />O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT <br />EACH END W/ MIN TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER APPROVAL FOR CONN. 2x8 P.T. w/ 2 ROWS 3/16" <br />TO PRODUCT 2" EDGE DIST. ( ) <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 <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( <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 1Odx3" 2x8 <br />2x DETAIL 2 1/4" DETAIL STAGGERED@12"o.c. 3-1/4" 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 3 1/4" 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 />' <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 />INSTALL WDW. SCREW ANCHOR 2 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 />1-112" 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 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 />1/4" MAX <br />ir <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO K.) <br />iF 2'-0" <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 T� <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 <br />THRU OSB INTO 2 x 8 <br />6_B ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" 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 />\_ <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. 8" <br />FILL SOLID <br />BOTH CELLS <br />1. <br />#5 REB, <br />(TYP) <br />STD. 90' <br />HOOK (1 <br />+5� <br />I_ <br />L <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" 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'/2' 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 <br />SIMPSON <br />2X6 TO 2X4 <br />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 />I <br />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL, <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <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 />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <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 />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />EXPANSION STRIP <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />_ <br />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />..:..-_ <br />6" MIN. LAP SPLICE W/ <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <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 />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 />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />JACK TRUSS PROVIDED BYE <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 4Y2' 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 rL <br />SCALE: 3/4" = V-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />i <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6P. <br />'-0" <br />° <br />_-(f 111-1 I f=11 I <br />17, <br />p p III-111 III- <br />p'° I I I7—�Ilf <br />GRADE <br />CV p <br />M Z \ <br />N � •D <br />° <br />(2) #5 REBAR. (1-STORY) <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />�R <br />YP.) <br />fHE <br />S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />11110111, <br />#5 REBAR (TYP,) 10 <br />STD. 90° HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />o=c AIl1TC 4 r3Cr !l\A/ <br />BRG WALL TYPE <br />PER PLAN I i <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE 1 <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />L 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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />WOOD w/ 13 3 1/4" @ 16" O.C. <br />3. (F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />SF01 STRUCTURAL SOFFIT <br />SCALE: 3/4" = V-0" ('*) FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />?x <br />4 <br />+ + FNGTy <br />+ + <br />+ + <br />+ <br />+ <br />+ + <br />+ <br />TRUSS <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 2'-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 />+ SUPPORT SOFFIT <br />I , IfJJV' SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSIONrM <br />SCALE: 3/4" = V-0" SS <br />(:ZPF curl=T n) 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 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE:1, - r <br />IOTCH'*BB @ FIRST COURSE <br />} <br />x <br />z <br />O <br />0 <br />LU <br />U <br />U <br />H <br />SS <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 />/—ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />�2x BAND JOIST W/ FACE NAIL 1Od <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 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 <br />FILL 1st 4 COURSES <br />SOLID WIGROUT <br />FOR OVERHANGS BETWEEN OVER 1 112" ' <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' 4 <br />•e <br />OVERHAN <br />G <br />a: <br />4 <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'-01' 5'-011 <br />NISH <br />SCALE: N.T.S. <br />�► ° <br />° #5 BAR <br />° 10" as P 4, CENTERED W/ <br />° D 9 ° IN TOP o <br />• KNOCKOUT / Cv <br />° CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS } <br />CLEAN FILL <br />DIRT a <br />STANDARD o <br />#5 BAR IN ° 907 HOOK N <br />FILLED CELL, ��Lo L, <br />L LIt v <br />L It <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 />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 />Q g EXISTING FOOTING (2) #5x6' IN CONC. <br />N FILLED CELL <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />40_;;: O <br />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />j SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />N <br />o <br />r— <br />W <br />o <br />� t 0 <br />V Q <br />N C E2 d <br />cco a <br />-® N .0 <br />a °t9-`° <br />3 ar o x <br />c9 = d <br />'®mac <br />v <br />v d <br />o <br />S <br />° <br />• �. <br />C -S 3 I C! '*t'l�� <br />���a✓�!/ �II1;;121.��� 9 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />W <br />Q <br />-.E <br />0,S <br />I 1 <br />_ c0 N N_ <br />- <br />S5' <br />,ow <br />N <br />s . ? z <br />in N I- J <br />N co 'T u. <br />W <br />LL 0. <br />r <br />V <br />Z <br />Oi <br />J w <br />--o� a 4 <br />m c <br />-:5 '� N ZO 3:0 <br />rn <br />W <br />LL <br />m <br />Un cn Z J 0 <br />Z <br />N <br />o0 U o <br />u <br />❑o <br />N (h <br />o g <br />co <br />N <br />z o � <br />Q <br />J <br />r <br />ul <br />z a <br />c� <br />Q) <br />o <br />+., <br />M <br />ij— <br />u, <br />Y <br />_ <br />O <br />cif <br />N <br />� <br />U <br />kiffig <br />MIN <br />= s <br />V o N <br />c U) u <br />0 <br />e <br />�® <br />N <br />0! <br />O <br />co, <br />0 <br />o Y <br />z <br />W <br />z <br />z <br />Q <br />J <br />LL <br />C6 E <br />U <br />Z O <br />0 <br />w= <br />Zo <br />z® <br />❑a <br />h t6 <br />g <br />00 <br />a E <br />°¢ <br />0< <br />4 <br />L <br />¢0 <br />W ZJ <br />Q Z <br />o< <br />W <br />m <br />OF <br />8 <br />N <br />W <br />2< <br />WLL <br /><� <br />aCn <br />_ <br />M <br />aLL <br />J <br />M <br />d <br />0 <br />d _F <br />�U <br />2 <br />=O <br />O <br />= <br />c9 <br />r <br />(� <br />CD <br />Cr <br />ca <br />m <br />�_ <br />Ln <br />O <br />O <br />Ln <br />a) <br />LO <br />T N <br />r <br />T <br />Q <br />CD LO <br />M T <br />v; LO <br />o <br />Z <br />M <br />E T <br />0 <br />c <br />a- <br />.. <br />1 U J <br />Q 0 <br />J <br />JOB <br />NO : <br />23-06106 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />I lFlu tl I I PM 11 1 'I'll I I i _; I'd i,._=_-:.r...: L 1111 1 i:r I I r _r_ r�— <br />