Laserfiche WebLink
1 <br />3 <br />w <br />N <br />m <br />N <br />7 <br />cn <br />co <br />N <br />0 <br />J <br />rn <br />04 <br />I <br />N <br />c <br />3 <br />Q <br />N <br />N <br />i <br />0 <br />E <br />0 <br />C <br />c <br />J <br />y <br />a) <br />LZ <br />0 <br />0 <br />U <br />N <br />0 <br />U <br />i <br />N <br />I <br />Y <br />i <br />0 <br />0 <br />t� <br />PM <br />0 <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />0 <br />W <br />a <br />m <br />v <br />N <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT P.T. TO PRODUCT <br />APPROVAL FOR CONN. <br />` ' <br />PROPER INSTALLATION MAX.MAx. 8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. 1x4 <br />APPROVAL FOR CONN. r � 1 X 4 <br />1x4 P.T. <br />#5 REBAR (TYP,) <br />` ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />3/16"0 X 3" LONG FURRING �� FURRING <br />L 2 ROWS 3/16 x 3-1/2 <br />3-1/4" LONG X 3/16"� FURRING ( ) <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO TAPCONS TAPCON @ 16" O.C. & 4" 2X8 <br />STAGGERED @ 16" <br />(n,P) <br />` ' <br />BLOCK@ SPACING „ O.C.ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 <br />1 DETAIL 2" EDGE DIST. ATTACH <br />� <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH n 1x8 w/ (2) ROWS 8d NALS �� <br />1-1 /2 DETAIL 3 DETAIL <br />TD. 90 HOOK (TYP.) <br />STD. 90 ` <br />@ TOP & CHORD, AND <br />1 x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />R <br />FACE NAILS 10d @TRUSS VERT. <br />NAILS 10 <br />WEB <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />APPROVAL FOR CONN. 1x4 <br />EACH END W/ MIN. TO PRODUCT <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />` <br />BOTTOM OF AND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1l2" ❑ x 3-1/2" TAPCON @ 16" 1x4 <br />O O.C. & 4" FROM EACH <br />... <br />FURRING <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />t I NOTC @ COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />� +2 <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />INTO BAND JOIST & (4) 1/4"x2 3/4"FIRST <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />NOTCH WEB AT THE ' ` <br />+5 FIRST 2 COURSES <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />CELL PER <br />FOUNDATIONFILLED <br />PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />SCALE: N.T.S. <br />SS <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A <br />-A <br />_ 16010 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX 2,_0„ p„ <br />SOLID W/GROUT <br />ir O <br />1 PLY PRE-ENGINEERED TRUSS <br />SEE ARCH PLAN AND <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />PRSDESIGN <br />BLOCK HEADER ARCH BLKG. & BUCK <br />HM9KT w/ (4)1/4"x1 1/2" SDS <br />OW <br />SEE NOTE 1BELOWSIMPSON <br />.� <br />1/2" DRYWALL <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />* <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) <br />2x SUB FASCIA <br />"' .' <br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />ALUM DRIP EDGE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />BRG WALL TYPE ALUM FASCIA <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />PER PLAN I 1-3/4" TRIM PAINTED <br />FURTHER INSTRUCTIONS. • ° . � �"'" � '' ' •� <br />I <br />:. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />F CHANNEL, SS NAIL w/ 5/16" HEAD <br />DIA. @ 24 O.C. <br />.: <br />OVERHAN ` �,.. <br />° <br />CONNECT W! 8d NAILS BRACE/ BLKG. <br />FASTENED PER <br />L <br />N.T.S. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR A()x 8 <br />ARCH FACES W410d NAILS THRU OSB INTO 2 <br />PROVIDE TAPCON WITHIN <br />CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP <br />A. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />w/ 3-12d NAILS, TYP. (**) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />START OF ARC <br />IF TRUSSES USED W/ 3 #6 X 4'/�' WOOD <br />) O <br />--------- -- - - -- --- <br />1 G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />NOTE: FOR OVERHANGS LESS THAN 3/4" • NO REPAIR REQ'D. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />MIN. 4 EMBEDMENT AT 16 O.C. <br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />1'-0" 6-0r' <br />SCALE: N.T.S. SS <br />12 <br />JACK TRUSS PROVIDED BY SEE <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />TRUSS COMPANY OR <br />CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />PLAN <br />2x6 #2 SYP @ 24" O.C. <br />- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />INISH FLO <br />2 <br />WITH <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />1/4" x 3 1/4" TAPCON (1 1/4' MIN. <br />ROOF SHEATHING ATTACHED <br />PATTERN <br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE <br />°� <br />° yD <br />> <br />/4 MAX EMBEDMENT INTO K.) B-B <br />" <br />8 <br />PER NAILING SCHEDULE ALL <br />-- - -__ - - J <br />° <br />e ° !• #5 BAR <br />SIMPSON , <br />STRUCTURAL SOFFIT <br />o' 1'0 ° ° CENTERED W/ g <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS <br />S FO <br />e . <br />`� IN TOP o <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />SCALE: 3/4" = 1'-0" ** FOR ALUMINUM SOFFITS WITH SPANS <br />() <br />► ° • KNOCKOUT / N <br />8d NAILS <br />REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER <br />► •P P. <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />:e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />, <br />NAILS AT EA. END <br />PROVIDE 2x <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />MONO FOOTING <br />PROVIDE 2 x 8 DIAG. BRACE B <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />CONT. W/ (3) <br />12d NAILS <br />JACK TRUSS PROVIDED BY <br />•°. °' . <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />• <br />CLEAN FILL7 .► ° <br />2 x 8 VERT, BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />DIRT ? z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />TRUSS AS SHOWN FOR O.H. UP TO T-6" <br />2xOVFRN <br />° STANDARD q <br />BUILT UP PLWD. BUCK - <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />°. , <br />i 90' HOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />+ tE <br />+ + NOT (2) 10d NAILS @ 8" O.C. <br />H <br />#5 BAR IN ' <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />� �� <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4/� WOOD <br />+ + TO TRUSS TOP CHORD <br />FILLED CELL - - <br />' <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />+ + <br />. _ . ... .� .: • ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL <br />() <br />GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" <br />() <br />+ <br />+ PLYWOOD SHEATHING <br />�: <br />'�'� �'�'� �'''� �'� �'r'�Sk <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />+ <br />ANCHOR INTO ARCH BLKG. <br />HIP. <br />+ <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />BLOCKING AS <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" <br />SS <br />TRUSS + + REQUIRED TO <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <br />+ SUPPORT SOFFIT <br />2X4 SYP <br />SCALE: 3/4" = V-0" <br />EACH TRUSS <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />�� � <br />CONNECTOR <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />SEE LINTEL <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />SCHED. <br />D)SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />ENTER SO IT <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />PRECAST LINTEL <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />SEE ELEVATION <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />FOR OVER HANG <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(MAX. 4'-0") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP &MID OCCURS <br />SECTION @ROOF EXTENSION M <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />WITH MIN. 3"COVER g'_0" <br />SCALE: 3/4" = 1'-0" <br />SS <br />O <br />(EVERY OTHER <br />FILL CELL FULL HEIGHT WI <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />o <br />SEE SHEET D2 AND <br />SIMPSON HTT4 w/ (18)10d x 1 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />D n X D <br />w <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />n <br />FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - MORE INFO <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />e _ <br />p <br />5/8 DIA. ALL THREAD ROD <br />g <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />I — <br />D D <br />EPDXIED w/ SIMPSON "SET" <br />z <br />g <br />¢ <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />EPDXY MIN. 6 EMBEDMENT & <br />_ <br />FILLED CELL <br />SMOOTH. DO NO FURROW. `'' <br />"" <br />D " <br />° <br />3"MIN. EDGE DISTANCE <br />CN <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE D. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p <br />❑ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />NOTE: <br />- e <br />iv 'o <br />M <br />REMAIN FREE OF MORTAR. <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r g O <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ D (2) #5 REBAR. (1-STORY) <br />` \ <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.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />3 #5 REBAR. (2-STORY <br />16" MIN. (1-STORY) () ) <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) 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 />RETROFIT <br />FILLED CELL DETAIL <br />K) 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 />RETROFIT FOR MISSING "0 <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />MSTAM STRAP <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />SCALE: 3/4" = V-0" <br />cr <br />o <br />N <br />0o <br />C <br />0 <br />0 <br />c <br />W <br />cc L� C3 <br />N f6 <br />N � d•+J <br />N 'm9 ctl <br />W <br />W C <br />WCj . <br />r 6' <br />m � <br />CL <br />CY•M <br />N <br />O <br />_O <br />C`r> <br />V67 <br />' Cr <br />,. <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 />M <br />a <br />o <br />o 04 0 n <br />v <br />_6_ <br />(ii <br />t <br />0 (� N LL dui <br />G. <br />t <br />y (h v W <br />o_ 4 c7 <br />J LL LL rq18 z <br />i <br />tmv ��o <br />o o <br />NM uj <br />u <br />¢ <br />W <br />_ <br />IL <br />to z <br />oo zd o W <br />U 2 <br />Z <br />04 <br />oo M Q U N F <br />OU ❑❑❑ <br />14NA-� W <br />� <br />z M <br />0 <br />Z <br />¢N <br />z o <br />Q <br />J <br />N <br />N <br />0 <br />z <br />o <br />Cz <br />" <br />•�? <br />(O <br />- <br />w <br />OL1J <br />GnU1 <br />o <br />c <br />U <br />�r <br />~ m 8 <br />z{`.... <br />_ $ <br />d <br />U o <br />Q Y <br />N O. <br />o <br />z <br />w <br />M <br />(J <br />J <br />y ¢ <br />0 <br />Z <br />Z <br />< <br />� <br />LL <br />E_ <br />zo <br />0 <br />>N <br /><a <br />O <br />Z <br />oa <br />� <br />°< <br />ZcD <br />_0a <br />i <br />az <br />� <br />�C <br />ao <br />gym° <br />wi <br />z <br />z <br />m J <br />m <br />'0 <br />aw <br />II <br />O� <br />�z <br />;o <br />W <br />.) <br />o <br />�� <br /><0 <br />a Z <br />1� <br />m <br />wLL <br />3 <br />0 <br />�¢ <br />�O <br />v <br />5 <br />a <br />03 <br />� <br />L <br />> <br />J <br />O <br />ui <br />m <br />cc <br />W <br />L <br />co Ln <br />N <br />:$ N <br />a <br />Q <br />CrJ <br />N <br />ch <br />a <br />N <br />o <br />Ln <br />O <br />ILL <br />CIO <br />O <br />m N <br />0) <br />NM <br />p <br />r <br />ai <br />41 <br />C� <br />ce) <br />o <br />cc <br />Z <br />E iN <br />a <br />E <br />ci _j <br />¢ o <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />