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F3 <br />M <br />CT <br />r") <br />ii <br />? <br />5L <br />E <br />0 <br />1 <br />8 <br />IX4 I IL U <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />-'s <br />DOOR JAMB (REFER 1 x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1 x4 1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />_\_1 <br />APPROVAL FOR CONN. <br />4N. <br />x4 P.T. <br />x4 <br />F2X8 <br />X 4 <br />E FURRING <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />STAGGERED @ 16" <br />,14" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING <br />DETAIL <br />O.C. 2-ROWS INTO <br />m <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />JY2 <br />1X8 <br />PER MANUFACTURE .1 <br />MASONRYTHROUGH 1-1/211 <br />DETAIL <br />1x8 w/ (2) ROWS 8d NAILS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />3/16" x 3 -1/2" <br />1x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />N - <br />APPROVAL FOR CONN. <br />1 x4 <br />1 x4 <br />1/2' DF <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />F <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />N. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />�1 6" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16' <br />O.C. & 4" FROM EACH <br />1x4 <br />F] <br />TAPCON @ 16" O.C. & <br />_F2x8 <br />DIST <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <br />4" FROM EACH END W/ <br />P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ ID <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />4" ETAIL <br />STAGGERED @ 12" O.C. <br />'A- 1 IAII r) P:TA I I <br />2x DETAIL <br />/ <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BILK.) <br />1 X4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8"O.C. AT BUCK <br />A <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 />:A <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH 2x8 <br />(4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />P <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 <br />SCALE: N.T.S. <br />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />Tr <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />T-01' <br />WITH 1/4" x 3 1/4"TAPCON (1 1/4" MIN. <br />/4" MAX EMBEDMENT INTO 1�. <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" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B I <br />VERT. BRACES WHEN HGT. OFT�� <br />1 1\ <br />BRACE EXCEEDS 24" <br />S B ON T <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) <br />�O <br />1��ULATION <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 />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />B-B <br />SCALE: N.T.S. <br />� �S <br />SECTION <br />A -A <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 <br />BEINSTALLED <br />2 x 8 45 DrAGONAL 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 />MAX. 8" <br />PROPER INSTALLATION <br />FILL SOLID <br />BOTH CELLS <br />#5 REBj <br />(TYP,) <br />STD. 90, <br />HOOK (I <br />±5 A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />^3APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"xl 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 41W 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 <br />PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />IMPSON <br />(5) 12d NAILS <br />2X6 TO 2X4 H2.5A W/ (10) <br />8d NAILS <br />v ' L" <br />N 0 <br />L <br />24 <br />0' C* <br />ING ATTACHED <br />)CHEDULE <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 SHINULC <br />AND METAL ROOF FINISH <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 />D) <br />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 />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />E) <br />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 />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 />REINFORCING AS FOLLOWS: <br />SEALANT <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 />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />7.­�., , <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 <br />NOTE: <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <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) <br />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) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />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 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 4W WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />rL <br />SCALE: 3/4"= V-0" <br />�S <br />#5 CONT. TOP & MID <br />" <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />WITH MIN. 3 <br />COVER <br />6-101" <br />id <br />IN <br />ljj��Ll F <br />. 0. . 11), <br />GRADE <br />z <br />CN <br />(2) #5 REBAR. (1-STORY) <br />(3) #5 REBAR. (2-STORY) <br />16" MIN. (1-STORY) <br />20" MIN. (2-STORY) 01 WITH MIN. 3" COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />\_ FILLEDCELLPER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />kR <br />*40* <br />4 v# <br />YP.) <br />±2-1 <br />THE <br />:S <br />#5 REBAR (TYR) <br />#00 <br />eTD, 90- HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />ALUM FASCIA <br />BRG WALL TYPE <br />E <br />,G WALL P Z <br />PER PLAN I I <br />1-3/4" TRIM PAINTED <br />F CHANNEL SS NAIL w/ 5/16" HEAD <br />F CHANNEL, DIA. @ 24" O.C. <br />FASTENED PER <br />NOTE 2 BELOW L 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 />I 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"XII/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 />SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS �/ITH 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 />�?o <br />+ <br />+ <br />+ <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 7-16" TO 4'-0" O.H. <br />4 <br />�/VQ (2) 10d NAILS @ 8" O.C. <br />7,1_1 <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />+ <br />+ BLOCKING AS <br />+ <br />REQUIRED TO <br />+ + <br />SUPPORT SOFFIT <br />+ <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'4')Ie�_M� <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-0" <br />SS <br />SIMPSON HTT4 W/ (18) 1 Od x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIEDW/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MI%'S. <br />MSTAM STRAP <br />SCALE: <br />qI=1=.qWI=;:T n9 Akir) <br />>_ <br />z <br />0 <br />(n <br />U_ <br />0 <br />LU <br />0 <br />@ FIRST COURSE <br />H <br />Ss <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />><I] <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W1 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 />NC <br />NOTE: <br />t[B <br />LAP SHEATHING TO <br />LA <br />BOTTOM OF BAND <br />C <br />JOIST TYPICAL <br />JO <br />SIMPSON HGAM10KTA @ 12"O.C. <br />S11 <br />w/ (4) 1/4xl 1/2" SIDS 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 SCALE: N.T.S. <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />t7 <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 />1-011 51-011 <br />ISH <br />--#5 BAR <br />.0 A, <br />L L CENTERED W/ <br />.-[ig — IN TOP <br />HKIK 9 <br />.0 KNOCKOUT/ N <br />it , <br />CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT Z <br />A ffTANDARD <br />0 <br />go HO K <br />#5 BAR IN <br />FILLED CELL, <br />L, <br />% <br />sk- <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <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"4" 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 314"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />I EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />CONC. <br />(2) #5x6'IN <br />FILLED CELL <br />SAW CUT <br />/`_A� SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />er, <br />on <br />C-1 <br />LW <br />:!E-� " <br />C. M L, C-4 <br />ca >< <br />LA_ <br />cC , C-4 <br />CP <br />F_ <br />co <br />C> <br />00 <br />CD <br />C31 <br />t,\. <br />Q I-. <br />--j: <br />STA OF <br />0 <br />& <br />10P-4A� ON <br />To the beat of the Engineers 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 see]. <br />W E 8 <br />8 �Q -0 <br />6 S) <br />0 <br />NO u:, <br />LL U. in <br />Z8 <br />0 <br />0 <br />2-4 0. 1 C, <br />0: M Lu <br />W < <br />W (2 z <br />z co <br />LO �z 3 <br />LL <br />IL <br />< C3 0 <br />00 <br />z <br />V) i <br />Q) .2 <br />Oro <br />4­1 <br />L.L, <br />.— M �.e <br />U <br />0 <br />Ln <br />U g <br />LU '5 <br />-2 <br />Elm <br />U <br />93 <br />d <br />z <br />E <br />0 <br />90 <br />CL <br />CO E <br />§ <br />zc=> <br />ro <br />4-- t <br />�, <br />. <br />0 <br />z <br />z <br /><- ou <br />z <br />W <br />M <br />0 <br />.02 <br />120 <br />ce) <br />0 <br />M LO <br />M <br />CL <br />LO <br />Cr 8 <br />CN <br />ch _j <br />*-# 0 <br />L0 <br />4-1 U_ <br />0 <br />c) <br />0 <br />Cal C'4 <br />CY) <br />CD <br />L0 <br />Cq <br />ce) <br />E <br />ce) <br />C) <br />0 <br />z <br />iri <br />E <br />C <br />2 <br />E <br />0 t <br />a. <br />0 _j < 0 <br />_j <br />)OB <br />NO 23-02469 <br />SCALE AS NOTED <br />SHEET NO. <br />SS <br />