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v, <br />3 <br />N <br />co <br />I <br />Cr <br />M <br />v <br />C <br />c <br />0 <br />i <br />t'7 <br />M <br />I <br />Iv7 <br />i <br />W <br />i <br />CN <br />t2 <br />s <br />F-- <br />;v <br />N <br />0 <br />.c <br />n <br />i <br />M <br />0 <br />J <br />r <br />M <br />i2 <br />i <br />i <br />M <br />CV <br />co <br />s <br />r- <br />v <br />v <br />Cr <br />0 <br />-a <br />Q <br />M <br />[V <br />N <br />i <br />v <br />a <br />E <br />N <br />E <br />0 <br />C <br />G <br />J <br />CL <br />0 <br />0 <br />J <br />r7 <br />N <br />0 <br />d- <br />0 <br />0 <br />0 <br />a <br />N <br />O <br />0 <br />v <br />0 <br />.a7 <br />z <br />W <br />x <br />Q <br />4 <br />m <br />v <br />1x1/2"DRYWALL <br />DOOR JAMB (REFER4P447 <br />DOOR JAMB (REFE;tt <br />1x1/2" DRYWALL <br />DOOR JAMB (REFER <br />PRODUCT <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />FOR CO <br />T. <br />TO PRODUCTTO <br />APPROVAL FOR CAPPROVAL <br />x4 <br />APPROVAL FOR CONN. <br />1 X 4 <br />x4PT. <br />FURRING <br />7 <br />3116 0 X 3" LONG <br />FURRING <br />�� �3-1/4" <br />(2) ROWS 3/16 x 3-1/2 <br />� FURRING <br />LONG X 3/16"! <br />TAPCONS <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O,C. & 4" <br />2X8 <br />E`IX8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL- <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1/2" <br />DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />" <br />3 DETAIL <br />lx4 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 />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER*2" <br />EACH END W/ MIN <br />TO PRODUCT <br />' `' <br />TO PRODUCT <br />DGE DIST. <br />APPROVAL FOR CONIC <br />2x8 P.T. w/ (2) ROWS 3116"APPROVAL <br />FOR CO <br />(2} ROWS 3/16" x 3-112"O,C, <br />x 3-1/2" TAPCON @ 16"1x4 <br />& 4" FROM EACHFURRIN( <br />TAPCON @ 16" O.C.END <br />w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/.T. <br />AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" O.c. <br />3-1/4" DETAIL <br />BUILDOUT <br />OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />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 />1/4" MAX 2 0" <br />1 X 4 FURRING <br />SOLID BLKG. AT TOP BTWN. -- <br />BLOCK HEADER <br />ARCH BLKG. & BUCK <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45A DIAGONAL <br />(4)10d NAILS INTO , <br />BRACE(S) <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD, BUCK <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) <br />POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH <br />(4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS <br />BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A <br />PROVIDE TAPCON PER WOW. 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 />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 DPAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3)1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />WITH <br />1/4" x 3 1/4" 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" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d " <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 WOW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />ARCH DETAIL rK <br />B-g <br />SCALE: N.T.S. SS <br />SECTION <br />B-B <br />81, <br />PROPER INSTALLATION MAX. $ <br />#5 REBI <br />(TYP) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HOOK (l <br />1/1 <br />L111/' <br />17 <br />NOTCH WEB AT <br />5r <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%" 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 />PROVIDE 2x <br />— PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY---/ <br />MIN. OF START OF TRUSS COMPANY OR 2x4 <br />ARCH 00, #2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH <br />START OF ARC <br />EQUAL I I4' MAX. RAD. <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 />EXPANSIONSTRIP <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 />*PLACE LOWER HALF 0 OR F MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />i` <br />„ <br />6 MIN. LAP SPLICE W/ <br />" <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />"' `' '` <br />" REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <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 NOTE: <br />REMAIN FREE OF MORTAR. <br />H) <br />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) <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 />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 />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />IF TRUSSES USED) W/ (2) #6 X 4Ya" 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 = V-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING, PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6'-0" <br />S1. <br />III III —I I tTl I ITI I I- <br />p .—IT_I=1 <br />D D I I--T I IF <br />D � rri rr� r <br />GRADE <br />g G' <br />e <br />co ► <br />z <br />r �D ' <br />e. <br />SIN <br />D (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 SCALE: 3/4" = 1'4" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />IR <br />YP.) <br />fHE <br />!S <br />UNACCEPTABLE INSTALLTION <br />DO NOTDOTHIS <br />#0 <br />/ #5 REBAR (TYP) <br />#1 <br />10® <br />f� .,STD. 90° HOOK (TYP.) <br />�' � L <br />O� <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRG WALL TYPE <br />PER PLAN I I <br />I <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (") <br />SCALE: N.T.S <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 (j IL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD w/ 3 16 GA. 3/4'xl/4 E <br />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 />SF01 STRUCTURAL SOFFIT <br />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 />+ + 4FNGry <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 />* DOUBLE 2x4 SCAB FOR 2'-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 />/ CENTER SOFPIT <br />PRECAST LINTEL �// <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 41-0") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />CFF GHFFT m Amn <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 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 311 - 1 <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.0 <br />3/4" PLYWOOD DECKING GLUED <br />HGAMIOKTA <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />- <br />O.C.; 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />- <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMP ON 12" C <br />�@ FIRST COURSE <br />w/ (4) 1/4x1 1/2"SDS SCREWS <br />•® -- INTO BAND JOIST & (4)1/4"x2 314" <br />T►TEN INTO K.O. BLOCK <br />H RETROFIT FOR MISSING EMBEDDED STRAP <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID WIGROUT <br />a <br />° <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />OVERHAN <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 REQD. <br />1'-01' 5'-011 <br />e ° •' #5 BAR X <br />C 1.0 e ► e CENTERED W/ g <br />► .' , s H IN TOP o <br />e ► ;a ' KNOCKOUT / iN <br />- ° CHAIR BLOCK <br />f D <br />N F MO 0 FOOTING <br />GAja ►e. <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS 1 <br />CLEAN FILL ► e <br />DIRT Xz <br />STANDARD C?90' OO <br />#5 BAR IN HK 04 <br />FILLED CELL, L <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 />)NTACT 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 />In% ur..CI 1KI r VINKIPl. <br />I 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 />e+� <br />0 <br />� <br />� w <br />2 v <br />r a u <br />a <br />N O <br />P <br />3 <br />.� d <br />�.�d <br />e <br />N � � <br />c <br />o <br />CA_ v <br />M <br />O <br />N <br />d- <br />N <br />0 <br />�d�sr <br />esp+»LEcV/ <br />�.No <br />" <br />PE78 <br />— STATE <br />OF F <br />p <br />it 100" <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 <br />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 />W <br />o <br />N <br />0 N '� <br />N <br />0 <br />0 <br />�. � to tL !L <br />tnNoV -, Lu <br />N <br />Q <br />w <br />Qj C`•) V W - I <br />M LL u_ o z <br />z <br />Z <br />V p <br />-s N <br />co Lij <br />W <br />g� ¢ I- m <br />o O' <br />W <br />Z IL IL <br />pjJh-w <br />6 <br />N M z U <br />F <br />zL) <br />r <br />660�❑ <br />W <br />oQ <br />n <br />�! <br />— <br />a <br />U <br />- N <br />v <br />Q) <br />O a <br />+-J <br />�OLIJg <br />3 <br />1- <br />ca <br />_ e <br />L 8 <br />z'l <br />Umom'o <br />O7 Y <br />N <br />®• <br />r- <br />a <br />w <br />C <br />o <br />z <br />a <br />� <br />W <br />c E <br />0 0 <br />EE V <br />Za <br />? <br />Zo <br />¢� <br />?o <br />oa <br />?O <br />p E <br />¢ <br />°z <br />C z <br />¢o <br />�w <br />03 <br />¢= <br />mo <br />00 <br />m <br />a w <br />,w <br />Oi <br />g Z <br />Z <br />a0 <br />M <br />F� <br />o <br />w� <br />ao <br />za <br />0 <br />Uzi <br />o r <br />.y <br />> 00 <br />6 <br />6 <br />N <br />I— <br />0 <br />C�fl <br />00 <br />CO <br />S� <br />~ <br />11-- <br />Cr <br />C6 <br />oro <br />m <br />_ <br />xfmj <br />+j <br />N <br />M <br />LO <br />CD <br />CV <br />Lo <br />c-6 <br />nt <br />7.— <br />m <br />:. <br />co <br />CN <br />v; O <br />d <br />Z <br />z <br />E T <br />m <br />co <br />a <br />E <br />U 0 <br />JOB <br />NO: 23-13137-13142 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />