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x <br />rn <br />0 <br />f) <br />0 <br />.o <br />0 <br />w <br />J <br />LO <br />to <br />0 <br />i <br />N <br />tY <br />a <br />o> <br />cn <br />0 <br />0 <br />J <br />fD <br />A <br />v <br />cn <br />0 <br />0 <br />f2' <br />a <br />N <br />0 <br />a <br />E <br />0 <br />i <br />U <br />J <br />w <br />M <br />a <br />0 <br />0 <br />CL <br />N <br />v <br />0 <br />w <br />0 <br />v <br />cn <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 <br />1x4 P.T. 1x4 <br />3-1/4" LONG X 3116"� FURRING 3/16">?� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2° r FURRING <br />" TAPCONS TAPCON 16" O.C. & 4" 2X8 <br />TAPCON. INTO STAGGERED @ 16" FROM EACH END w/ MIN. 1X8 <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />PER MANUFACTURE 1 DETAIL MASONRYTHROUGH �� <br />1x4 P.T. & 1 x8 P.T. 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />STAGGERED @ 12" O.C. <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 APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" 1x4 <br />APPROVAL FOR CONN. , ii (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( <br />%i 4" FROM EACH END w/ 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 21/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />1/4" MAX <br />li SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <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 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 />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS 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 />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />114" 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 />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />VERT, BRACES WHEN HGT. OF <br />�- <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 />ANCHOR INTO ARCH BLKG. <br />BTWN. OSB ARCH FACES W/ (4)14d 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 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 DIAGONAL 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 />PROPER INSTALLATION MAX. 8 <br />#5 REB) <br />(TYP) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90 <br />HOOK (' <br />NOTCH WEB AT <br />FtJn <br />FIRST 2 COURSI <br />.. " 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" SIDS <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 4Y? WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 112" 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 wl (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) <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 />118". 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 />* P LOWER HALF F MORTAR I BED INT. D T FURROW. <br />LACE LO HA 0 MO N JOINT. 0 NO 0 <br />; <br />_ <br />SEALANT <br />PRESS PANEL REINFORCING INTO PLACE. <br />S <br />- <br />„ <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 />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 />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 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 L <br />SCALE: 3/4" = V-0" SS <br />#5 CONT. TOP & MID <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />i <br />L FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION 40 <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />#5 REBAR (TYP,) <br />® <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 />- <br />O.C., 2 ROWS STAGGERED <br />D. 90° HOOK <br />2x BAND JOIST W/ FACE NAIL <br />(TYP.) <br />® <br />@ TOP & BTTM CHORD, AND (8)8) <br />YP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />® <br />- <br />SIMPSON HGAMI OKTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SIDS SCREWS <br />+2 NOTC @ FIRST COURSE <br />- 11 <br />®� <br />INTO BAND JOIST & (4) 1/4"x2 3/4' <br />TITEN INTO K.O. BLOCK <br />THE <br />:S <br />® <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE; N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <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-I::�� <br />CONT 2X4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <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 SIN. <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.C. IN DIAMOND <br />PATTERN <br />- SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE <br />i' 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 />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />WITH MIN. 3 COVER <br />III lit III— <br />,. <br />D — <br />1Ti <br />° . T 111 fh <br />GRADE <br />° <br />M 2 <br />z01 <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 />2X 0 <br />�+ <br />TRUSS <br />2X4 SYP EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4112 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />* DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <br />4F/VQ y (2)10d NAILS @ 8" Q.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />+ 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 />SIMPSON HTT4 W/ (18)1 Od x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8u 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. <br />cr:i= QWr:PT no Akin <br />z <br />0 <br />2 <br />U_ <br />0 <br />w <br />U <br />U <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />e <br />d <br />a: <br />FOR OVERHANGS BETWEEN OVER 1 1!2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />•d' <br />OVERHAN .y <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 />1'-0" 5'-0" <br />ISH <br />>t, <br />°' ' °' [:::#5 BAR <br />y . fa P 4 <br />p. 1.0 • ° CENTERED W/ ME' 4 <br />o :' ° • . H IN TOP o <br />• • • a KNOCKOUT / iv <br />Ll <br />° CHAIR BLOCK <br />° <br />MONO FOOTING <br />0.a •'v° <br />SIZE AND REINF. PER PLAN - - <br />AND SECTION DETAILS = <br />CLEAN FILL .e ° • °11 <br />DIRT z <br />STANDARD q <br />_ e JO° HOOK N <br />#5 BAR IN <br />FILLED CELL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />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"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 />4 EXISTING FOOTING (2) #5x6' IN CONC. <br />N FILLED CELL <br />DRILL 3/4"x5" MIN, HOLE <br />SET BAR IN EPDXY <br />H I <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 />ev <br />a® <br />w01 <br />Q � <br />a LU <br />0 <br />L; X_ � 5 <br />C> �z <br />.a 2 <br />� e d <br />WEz <br />R3 as3 0 <br />fea <br />*,_ <br />M <br />CV <br />CD <br />N <br />l.C) <br />_a <br />�8 <br />3 ° <br />CF <br />rs 7. <br /><�r �ti <br />m <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />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 seal. <br />W vE <br />Q O V <br />S <br />N co <br />N O cb <br /># 0) <br />0 N <br />LL LL <br />M river ° <br />N co <br />L ' <br />o a <br />6 <br />a ��LL <br />J <br />103 <br />w <br />U)z <br />2 <br />Z r v <br />CDW <br />0 0 o <br />.0 +. <br />5•mNCD <br />W <br />m u 4 <br />m <br />W <br />J <br />o w <br />o, Z� d 0 <br />Z N M Z <br />N <br />OU <br />F= <br />❑1 <br />t <br />W <br />0 <br />z <br />z o <br />¢ Q <br />J <br />a. <br />N <br />z u_ <br />_ <br />0 0 <br />yN <br />4 <br />O �, <br />V� <br />U 6 <br />agoLU J <br />° <br />ji� <br />3 <br />= w <br />¢ <br />N W <br />I� <br />o <br />W <br />M <br />C" <br />D Z i <br />ZZZ <br />Q <br />Q o <br />Ucts <br />`o <br />Z. <br />Zo <br />oa <br />F- ro <br />Q. <br />o <br />� o <br />o <br />o E <br />pa <br />o <br />7g� L <br />Wz <br />Wz <br />W <br />M <br />v Cy <br />""z <br />mo <br />z� <br />zz <br />3: <br />o <br />g o <br />5 <br />oilV�J <br />,3 <br />LL�w <br />< <br />cn <br />o <br />� - <br />yLL <br />=3 <br />o <br />61 <br />>° <br />�O <br />= <br />LO <br />LO <br />$' <br />Q <br />� <br />� <br />M <br />Cr <br />T <br />Y a✓ <br />CN <br />co <br />m <br />++ <br />u <br />T <br />J <br />Q <br />U) <br />COI Q <br />M o <br />O <br />�`— <br />U_ N <br />O� <br />r <br />N n <br />LO <br />� d� <br />r <br />E <br />c CM <br />M <br />z <br />z <br />E <br />m <br />E a <br />o 0 <br />C <br />JOB <br />NO: 23-03656 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />