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v <br />4 <br />d- <br />rn <br />LO <br />`v <br />cnn <br />0 <br />a <br />N <br />O <br />rn <br />0 <br />i <br />LO <br />ID <br />Cr <br />LO <br />.o <br />0 <br />O <br />Lao <br />I <br />N <br />Q <br />N <br />N <br />a <br />0 <br />9 <br />0 <br />i <br />ti <br />an <br />U <br />0 <br />v <br />.o <br />i <br />d.: <br />0 <br />U <br />N <br />N <br />N <br />0 <br />N <br />N <br />N <br />0 <br />Q <br />v <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4—(-1/2" DRYWALL <br />DOOR JAMB (REFER P T. TO PRODUCT TO PRODUCT J— <br />TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 1 X4 <br />1x4 P.T. 3/16"� X 3" LONG FURRING <br />3-1/4" LONG X 3/16"� '� FURRING FURRING (2) ROWS 3/16" x 3-1/2" <br />TAPCONS TAPCON 16" O.C. & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 <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. <br />3 DETAIL <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL <br />EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4 <br />DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />TO PRODUCT <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" 1x4 <br />O.C. & 4" FROM EACH FURRINI <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 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. <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 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 NARCH 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 />r==�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 K�j� <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />Ir <br />IISOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK -� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�-1/4" MAX EMBEDMENT INTO ) <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 B <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON TI <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 />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-B <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 DIAAGONAL 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 />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 T MAX. RAD. <br />C <br />PROPER INSTALLATION MAX. 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD, 90' <br />HOOK (1 <br />IL <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />;APACITY = 805 # FOR 1 STRAP <br />=1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KTw/(4)1/4 x1 1/2 SDS <br />SCREWS & (5)1/4" x 21/4" TITEN (►F 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 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 />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 />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) 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 />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 />_ <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 BY-/ <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" Q.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"-1 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 ILI 614" <br />-ff 1 = YEl I I=' <br />P o I1= 11i-lr TII—II- <br />, <br />111 <br />= I[- - <br />° ' TI I=I_TI II <br />GRADE °. p Q t, 1111-�111 <br />C14 ° P <br />CO <br />F z <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" =1'-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />® DO NOT DO THIS <br />® <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />#5 REBAR (TYP) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2x BOTTOM PLATE W/ 8d @ 4" <br />�R <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C, FIELD <br />O.C., 2 ROWS STAGGERED <br />STD. <br />® <br />90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />YP.) <br />ACE NAILS 1 d @ TRUSS VERT. <br />WEB <br />— <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 />+2 NO @FIRST COURSE <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />THE <br />TITEN INTO K.O. BLOCK <br />S <br />,._ <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 <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 />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. 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"x1/4" CROWN STAPLES @ 24" MAX. O.G. IN DIAMOND <br />PATTERN <br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SFO SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS VVITH 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 />2k <br />+ �E�OTy <br />+ <br />\\ + <br />TRUSS <br />2X4 SYP —" <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <br />'• <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 />SEE ELEVATION ' <br />Jam" FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION ("*M <br />SCALE: 3/4" = V-0" SS <br />CMG cuGGT r1') AAlll <br />SIMPSON HTT4 w/ (18)10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8n DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT P <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: <br />Z <br />O <br />LL <br />O <br />W <br />U <br />fn <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 />a: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. " 4. � A <br />OVERHAN <br />d . <br />a. <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 REO'D. <br />1'-0" 5'-0" <br />INISH FLO <br />. • ... ' <br />• <br />• ' to.. <br />#5 BAR <br />p 10' • • . .• CENTERED W/ <br />IN TOP b <br />• t. a: KNOCKOUT/ N <br />-- ° CHAIR BLOCK <br />• <br />sk <br />C• ' <br />MONO FOOTING � �, I A. • <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL .► ° • <br />DIRT z <br />A. " STANDARD 990° HOOK N <br />#5 BAR IN <br />FILLED CELL <br />.. <br />sk <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />DTE: 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 E BE DED INTO <br />M D <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />/A\ ­­1 ILI <br />4 SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />c� <br />c <br />d LW <br />> W <br />s� <br />e6s c� <br />CL <br />Q y Cu' d <br />Cc <br />�-=,z,4� <br />co <br />Q <br />3 d <br />d��� <br />p <br />@11119f e p��, <br />,�,�,��,® <br />O <br />01 0* <br />iC <br />10 <br />40 <br />•iifi <br />w <br />© Fe10 <br />S S N�� <br />it�tlll@@1 <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 />mm N <br />W •I• E <br />0 <br />a 8 <br />! 0 W a n <br />Ni C/J <br />NO qk LL <br />M -M 7 • <br />a =� <br />LL w <br />ccU LL a <br />I^ <br />Z —aY, a r <br />L r- <br />0 <br />113 a- 4�N� <br />W o <br />Z L mz ¢ r <br />ILW co Z' 0 . w <br />Zcv O U < 0 <br />W 00 <br />CD M � <br />N <br />— o <br />z <br />z <br />N <br />M <br />Ln z <br />0 <br />G} o <br />- <br />+-, <br />`� <br />U <br />O—� <br />c <br />0�N <br />W <br />r— E <br />oilW J <br />z <br />U 'o y <br />r_ <br />oCID <br />w <br />M <br />Za <br />Z <br />wo <br />cos <br />o <br />� U <br />w z <br />Za <br />Da <br />m <br />o E <br />20 <br />�< <br />0o <br />S< <br />o <br />�B <br />WzW <br />Xa <br />t <br />O <br />LLI <br />C <br />�o <br />i <br />m� <br />o � <br />Z <br />m J <br />wS <br />`~� <br />¢w <br />Z= <br />O� <br />°§ <br />ao <br />a <br />Qo <br />EW <br />'_ <br />MjM <br />o <br /><' <br />< <br />'0 <br />a� <br />z�< <br />°O <br />LO <br />rn <br />Q <br />� <br />N <br />Ln <br />07 C)M <br />O <br />Y <br />W o <br />N <br />tY] <br />m <br />LO <br />ate-+ <br />aI <br />p N <br />0TT <br />O <br />LL N <br />N <br />VI <br />Ln <br />QLO <br />r <br />to T <br />M <br />o <br />Ca <br />= I� f// <br />z <br />z <br />E nj <br />ca <br />_ <br />E: <br />E a <br />U J Q o 1 <br />J <br />JOB <br />NO : 23-00519 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />