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01 <br />x <br />W <br />0 <br />Q <br />0 <br />N <br />v <br />v- <br />0 <br />.a <br />0 <br />0 <br />0 <br />I <br />M <br />i <br />M <br />N <br />tf7 <br />0 <br />LO <br />i <br />v <br />(n <br />0 <br />/5 <br />c <br />0 <br />a <br />N <br />0 <br />i <br />a <br />E <br />0 <br />Cl- <br />c <br />J <br />0 <br />v <br />3 <br />J <br />2 <br />T7 <br />0 <br />LO <br />0 <br />0 <br />0 <br />N <br />O <br />C <br />LO <br />0 <br />0 <br />Ll <br />z <br />Z <br />w <br />s <br />Q <br />m <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />PRODUCT <br />1x4 <br />1/2" DRYWALL <br />P.T. <br />TO PRODUCT <br />TO <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1 <br />APPROVAL FOR CONN. <br />1 X 4 <br />1x4 P.T. <br />3/16"0 X 3" <br />x4 <br />FURRING <br />3-1/4" LONG X 3/16"0,��. <br />�" <br />FURRING <br />LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING 111 <br />DETAIL <br />1x8 <br />O.C. 2-ROWS INTO <br />P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 <br />DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />�� <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 />APPROVAL FOR CONN. <br />1x4 <br />1/2' DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <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 />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <br />4" FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />f)., n=r A I I <br />r) -11A 11 n=r A 11 <br />STAGGERED @ 12" O.C. <br />1-1 Id" nl`T01I <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/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BILK.) <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 />Eq <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 --I <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />fi SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />Z-0" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO K.) <br />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 />ill <br />2 x 8 VERT. W/ (2)10d <br />PROVIDE 2 x 8 DIAG. BRACE B <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 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 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 />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 />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 />EQUAL 4' MAX. RAD. <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP) <br />STD. 90' <br />HOOK (1 <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />RAPACITY = 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"x21/4" 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 />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 />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 />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 OF MORTAR IN BED JOINT. DO NOT FURROW. <br />_ <br />SEALANT <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) 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 4%" 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 6-0" <br />C .° D .. t. <br />_—I —i —I 11�I f <br />I I 1=1T_I=1 I f- <br />GRADE p .. D QpllJill��l- <br />cV P <br />M <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 />Of <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 <br />SCALE: 3/4" = V-0" <br />LFILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />�R <br />tHE <br />S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />11CC kll1TC 4 MCI /1\A/ <br />BRG WALL TYPE <br />PER PLAN <br />2X2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <br />#5 REBAR (TYP,) <br />040 <br />TD. 90° HOOK (TYP.) <br />SCALE: N.T.S. <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/ 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SF01 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 />2k0 <br />+ + �ENQTjy <br />+ + <br />+ + <br />+ <br />+ <br />+ + .` <br />+ -. <br />TRUSS <br />2X4 SYP 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 T-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 />11+ SUPPORT SOFFIT <br />/ CENTER SOFFIT - <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />_qFF CHFFT n9 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: 3, — 1 -V <br />NOTCH'W @ FIRST COURSE <br />IX <br />z <br />O <br />U_ <br />O <br />w <br />U <br />11 <br />F- <br />M <br />U <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <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 />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <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 />SIMPSON HGAM1OKTA @ 12" O.C. <br />w/ (4)1/4x1 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 SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />d <br />a: <br />d. <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />•d <br />OVERRAN <br />d <br />A <br />d <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 />11-011 51-011 <br />INISH FLO <br />• •° .. �.. <br />' <br />° ° #5 BAR <br />p 4 <br />° ° CENTERED W/ <br />9 IN TOP o <br />° KNOCKOUT / <.t <br />e ° CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN °• . <br />AND SECTION DETAILS <br />CLEAN FILL .° °• ° <br />DIRT b z <br />STANDARD o <br />0 90 HOOK N <br />#5 BAR IN _ <br />FILLED CELL •. , <br />,A _ <br />1�•♦ass•♦ ♦�.s•♦ ♦fw ♦��s• <br />IN <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <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 />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />eWIJ <br />cat <br />C= C <br />®� > LU <br />0 <br />= tD V N <br />--omx <br />LL <br />d <br />V7 = <br />s m Q a <br />N p N t <br />cncc <br />a r N � <br />3 L d <br />Q- <br />a� c <br />® <br />5e <br />C <br />G <br />�y, u <br />Q" ,�",�\tea" e" ®•, ; <br />�� <br />" <br />► <br />to O "c <br />(w. <br />�j`a..�" <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. 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 />U) <br />W vE <br />Q p M U <br />N p <br />N O) <br />V - <br />0 ��� N <br />(0ON <br />� <br />CNI 0 <br />N J <br />a <br />o U_ L LL a <br />t7 w <br />a2 <br />w @9 0 <br />fo NCO <br />Cf) 91 ' m w <br />wWy <br />` LO NCY) Z Q <br />N <br />O U <br />Z 0 tU <br />W ❑El <br />Z N (h <br />o g <br />W N <br />z o � <br />Q <br />J <br />M <br />N z <br />o <br />Cz <br />LL <br />� <br />LU <br />O w o <br />Ln y <br />Uft <br />(J d <br />w � <br />' <br />8 <br />Gal <br />DI <br />_ <br />U o N <br />o <br />o <br />w <br />co <br />M <br />J <br />z <br />0� <br />z <br />z <br />Q <br />� <br />ti <br />zo <br />>N <br />EE <br />� 0V <br />Z. <br />oa <br />Co <br />h rO0. <br />g� <br />0o <br />O E <br />co <br />�o <br />g< <br />f° <br />F- <br /><o <br />o <br />Ww <br />�C/D fo <br />�= <br />¢pZ. <br /><� <br />o�Zz <br />mo <br />z <br />m <br />10m <br />a5n <br />''<w <br />z <br />V�? 3 <br />0 <br />z <br />no <br />az <br />W <br />> <br />Cl <br />wLL <br />a� <br />z <br />0. <br />ou <br />w <br />3 <br />=� <br />J <br />o <br />M <br />w <br />;o <br />�Y <br />z ¢ <br />031 <br />12 O <br />> CO <br />m <br />L <br />(0 Cfl <br />O <br />r <br />CD <br />Cr cc <br />�..� _ <br />p - <br />I� <br />ai <br />-0 M <br />O <br />o <br />-0 M N <br />LO <br />N <br />Q c� <br />i— <br />LO <br />E <br />M <br />0 <br />Z <br />z <br />rn <br />E O N <br />cc <br />a <br />U � Q p <br />C <br />JOB <br />NO : 23-0610 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />_ 1 i. Ili:':Il I13I L if-:••<a� , , Il�r :TTTI —Li T-lifid. - I <br />