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I III !I q i 1..1_I1111P71+IIf I,'Is I. „ I -I ---� -- -- -- -I �f --- �� 1911111 11111Ep,1, I <br />3 <br />W <br />I <br />N <br />Of <br />Cr <br />0 <br />R <br />-a- <br />0 <br />J <br />N <br />N <br />0 <br />I <br />v <br />r� <br />0 <br />3 <br />Q <br />C. <br />E <br />E <br />O <br />O <br />J <br />co <br />LZ <br />0 <br />0 <br />0 <br />U <br />0 <br />a <br />U <br />:a <br />z <br />I <br />6 <br />0 <br />V <br />LZ <br />N <br />0 <br />M <br />P1)) <br />0 <br />a <br />a <br />N <br />0 <br />S <br />Z <br />0 <br />W <br />m <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB REFER <br />r1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />j� 1x4 <br />APPROVAL FOR CONN. <br />1 X 4 <br />1x4 P.T. <br />3/16"� X 3" LONG <br />L <br />FURRING <br />3-1/4" LONG X 3/16"� <br />FURRING <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING „ <br />BLOTAPCK@ <br />1 <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 11 <br />1-1/2 <br />DETAIL <br />1x8w/(2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12 O.C. <br />3/16" x 3 -112" <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 <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 />FURRINI <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 />2 <br />2 1/4" DETAIL <br />STAGGERED @ 12" O.C. <br />1-1 /d" IIFTAII <br />x DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS r <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" 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 />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 />THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B7 <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - — <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW---- <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />T-0" <br />— SECTION <br />A -A <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />_1/4" MAX EMBEDMENT INTO K.) <br />,t Z-0„ <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) EQUAL <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />THRU OSB INTO 2 x 8 <br />B-g ARCH DETAIL K <br />SCALE: N.T.S. SS <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 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 />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 />CAPACITY = 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 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 />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />OOF <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH <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 />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 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY rL_%�� <br />SCALE: 3/4" = V-0" SS <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />♦ DO NOT DO THIS <br />�R ♦ <br />♦ <br />THE <br />:S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />#5 REBAR (TYP,) ' <br />= STD. 90° HOOK (TYP.) <br />SCALE: N.T.S. <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE ALUM FASCIA <br />PER PLAN I I 1-3/4" TRIM PAINTED <br />F CHANNEL, SS NAIL w/ 5/16" HEAD <br />FASTENED PER DIA. @ 24" O.C. <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP <br />BLOCKING w/ 2-12d NAILS (**) 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.C. IN DIAMOND <br />PATTERN <br />- SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS <br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />i THE SOFFIT FL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />2X 0 TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />DOUBLE 2X4 SCAB FOR 2-6" TO 4'-0" O.H. <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 />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <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 MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />M. AT PERIMETER <br />W.W.RE <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHE THIS CONDITION <br />��'H <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP &MID OCCURS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />6'-0" <br />\\ _& <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />Is _. - =—; <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 />P► e — —� <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />, ' — <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL�T� <br />° <br />SMOOTH. DO NO FURROW. <br />, — <br />►, FF <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o _ -- <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6„ IN. LAP <br />►, rr�" <br />g ° <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />o <br />" <br />REMAIN FREE OF MORTAR. <br />z \ <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />- g 0 P <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 />\ ° (2) #5 REBAR. (1-STORY) <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 />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />10 <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <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 />REV. 07.28.21 SCALE: 3/4" =1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />+ + GCFN�Ty (2)10d NAILS @ 8" O.C. <br />+ + TO TRUSS TOP CHORD <br />+ + <br />+ + PLYWOOD SHEATHING <br />+ + <br />BLOCKING AS <br />TRUSS + REQUIRED TO <br />+ SUPPORT SOFFIT <br />2X4 SYP ► <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />CENTER SOFFIT - <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSIONrM <br />SCALE: 3/4" = V-0" SS <br />cPt= QWPIP-r n,) nntn <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— - , <br />z <br />O <br />U) <br />a <br />2 <br />U_ <br />O <br />Ll.l <br />U <br />a <br />U <br />U) <br />@ FIRST COURSE <br />♦ <br />H <br />SS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND <br />6" O.C.NAILED EDGES AND 12" OMONFE LD <br />/--ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />r-2x BAND JOIST W/ FACE NAIL 1Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />-SIMPSON HGAMI OKTA @ 12" O.C. <br />w/ (4)1/41 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4-W 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />a: <br />a <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN , <br />a <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 REQ'D. <br />1 r-0rr 51-011 <br />SCALE: N.T.S. <br />INISH FLOQP <br />e e a ►.. #5 BAR <br />�D. ► 1.0" . D ° : .. • ° CENTERED W/ g <br />4 <br />► • . ° y► IN TOP o <br />► a •'' KNOCKOUT/ N <br />° CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL :► e. ° e <br />DIRT ? Z <br />STANDARD o <br />99 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 />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />JNTACT 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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />�4 SAW CUT <br />A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />~ <br />O <br />N <br />v >< <br />IJ- <br />iz %.- <br />-0 <br />N -r— <br />ca <br />v 'I <br />U) <br />Q O} ` t- <br />` , <br />z - N <br />a ; <br />O O <br />/ L a U, <br />0 <br />r;0 cl;p�.� <br />4 '•.,FL•. <br />`'`cif//rf <br />f @ � I I I!1a� ,qa��•, <br />To the best 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 seal. <br />lL <br />vE <br />F o o ('04 <br />a N� <br />O � J <br />- 5 N 60' O-� LL <br />' 0 aOp 0)7k u, W <br />Q j LL LL ayu <br />0 <br />Z <br />r°o 0~W <br />� N0 � O J <br />o <br />Z N F, z <br />Z pV U�vvi <br />W ❑❑❑ <br />CD <br />0 <br />z <br />N <br />� <br />z � <br />� <br />Q $ <br />J <br />r <br />tj <br />N z <br />w <br />�_ <br />U <br />0 <br />C y <br />U <br />w 0 <br />U 8 <br />Q � � <br />0 <br />�w <br />M <br />M <br />o <br />Z <br />co C <br />CL <br />o� <br />ZO <br />fo <br />I_ <br />> <br /><H <br />0® <br />oCU <br />F— <br />Do <br />�0 <br />1 <br />Z <br />O E <br />Oo <br />N <br />d f <br />Z <br />w <br />O <br />Q <br />d Z <br />�w <br />a <br />ao <br />ox <br />Nm <br />m� <br />O <br />z1z <br />z <br />N J <br />i� ,e <br /><w <br />f � <br />N� <br />a��° <br />a� <br />2 ¢ <br />LL <br />d <br />�w <br />W <br />3 <br /><� <br />FL <br />w� <br />GF <br />3 <br />� O <br />O <br />c0 <br />0�< <br />a <br />°i <br />O <br />N <br />'c <br />O <br />a� <br />o� <br />c� <br />N <br />N <br />: T <br />U <br />m <br />04 <br />CD <br />�' <br />Lo <br />N <br />Q CM <br />T <br />ui <br />A__ M <br />o <br />Z <br />Co <br />Co <br />y <br />E N0 <br />o <br />a <br />E w <br />0 _1 a <br />JOB <br />NO: 22-02372 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />