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1x4 112" DRYWALL <br />DOOR JAMB (REFER lx4 1/2" DRYWALL <br />DOORJAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />t <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1 X 4 <br />F <br />r1x4 P.T. <br />r <br />3/16"0 X 3" LONG <br />FURRING <br />3-1/4" LONG X 3/16"0L <br />FURRING <br />L FURRING <br />TAPCONS <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />LiX8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />1x8 P.T. <br />O.C. 2-ROWS INTO <br />FROM EACH END w/MIN. <br />2 EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH „ <br />1-1/2 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 />( ) <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" ❑ <br />x 3-112" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />D <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <br />4" FROM EACH END w/ 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 />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" O.c. <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />EMBEDMENT INTO BLK.) <br />1/4" MAX <br />2'-0" <br />8" <br />1 X 4 FURRING <br />SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <br />BLOCK HEADER -- <br />ARCH BLKG. &BUCK - <br />1/2" DRYWALL — - - `- <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45" DIAGONAL <br />(4) 10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) <br />2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />SCRIBE NOTCH <br />(NOTCH) <br />FACE OF ARCH W/ (3) 10d NAILS <br />BACKSIDE TO FIT ARCH <br />(4) 10d NAILS INTO 2 x 8 <br />AT EA, END <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 />PROVIDE WITHIN <br />INTO ARCH BLKG. PER <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />BRACEAPCON <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A <br />PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />START OF ARC <br />4'MAX. RAID. <br />ARCH DETAIL (i) <br />SCALE: N.T.S. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />r1/4" MAX EMBEDMENT INTO K.) <br />it 2'-0" 8„ <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 />---- <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 />BUILT UP PLWD. BUCK ---- <br />SCRIBE (NOTCH) BACKSIDE <br />_ <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL 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 />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 />4' MAX. RAD. <br />PROPER INSTALLATION MAX. 8" <br />-- 1 <br />#5 REN <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />- <br />HOOK (1 <br />BOTH CFI 1_5 <br />L <br />TI <br />�r <br />U <br />NOTCH WEB AT <br />±5A <br />FIRST 2 COURSI <br />;APACI I T = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"x1 112" 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"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'/i" 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 w/ (10) <br />8d NAILS <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 />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'W' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY KT� <br />SCALE: 3/4" = 1'-0" SS <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 />MASONRY WALL. SEE PLAN FOR <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <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 />W.W.M. AT PERIMETER <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 />WHERE THIS CONDITION <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />PER ANCHOR) <br />#5 CONT. TOP & MID <br />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 />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 />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, <br />o I, <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT-� <br />_ <br />I - - <br />" PRESS PANEL REINFORCING INTO PLACE. <br />'',''.�•��:�`.. <br />' <br />6" MIN. LAP SPLICE W/ <br />o <br />° <br />� 11 L7 I - <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />COVER <br />,..,-�,�,�.:,.: <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 />A <br />GRADE <br />o <br />P <br />TTI=I CC= <br />- I - <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />- <br />f <br />? <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />• o <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 />NN\ <br />(2) #5 REBAR. (1-STORY) <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />16" MIN. (1-STORY ) <br />(3) #5 REBAR. (2-STORY) <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA <br />BUILDING CODE RESIDENTIAL SECTION R160 <br />WITH MIN. 3" COVER EA. WAY <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20"MIN. (2 STORY) <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 />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 />- I ILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS ' 2"x BOT- PLATE W/ (2) 1Od @ 6" Q.C. <br />♦ #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" <br />�R ♦ O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD <br />eTDTD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1 Od <br />. 90- HOOK (TYP.) <br />♦ � @TOP & BTTM CHORD, AND (8) <br />Yp) FACE NAILS 10d @ TRUSS VERT. <br />- - - WEB <br />- METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />♦ vl --- - BOTTOM OF BAND <br />JOIST TYPICAL <br />41 <br />NOTC F� @FIRST COURSE SIMPSON HGAM1OKTA @ 12" O.C. <br />` w/ (4) 1/4xl 112" SIDS SCREWS <br />® ♦ INTO BAND JOIST & (4) 1/4"x2 3/4" <br />THE TITEN INTO K.O. BLOCK <br />:S <br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />- 2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE ALUM FASCIA <br />PER PLAN 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 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 />SFO 1 SCALE: 3/4" = 1'4' (**) 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 />XO <br />+ + �FNGTH <br />+ + <br />+ + <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 SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />qFF CHFFT TV ANFI <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />112" 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 />0 <br />LL <br />O <br />w <br />U <br />¢ <br />E- <br />U <br />Q <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />a <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN S <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVFRIIANGS BETWCFN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1 r-Orr 5'-011 <br />I INISH FLOQR <br />° #5 BAR <br />v 1-0" s P e <br />V °. CENTERED W/ <br />-7-W H14nIN TOP o <br />. d KNOCKOUT/ N <br />° - CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS <br />CLEAN FILL ° <br />P A. <br />DIRT 4 z <br />°•A <br />°STANDARD o <br />c 99 HOOK N <br />#5 BAR IN <br />FILLED CELL , <br />It L <br />,e <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING SECTION <br />N DETARLANILS <br />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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />L4" SAW CUT <br />A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />N <br />N <br />CVJ <br />C <br />,.g W <br /><oc,� <br />b � N <br />y G L4_ 4 <br />to <br />o <br />C14 <br />w Y <br />a <br />dog <br />rr u . a <br />g 3 m <br />J2 <br />N 2 • r'1 <br />_m <br />L1 C> <br />D <br />Co �- <br />{J�rJttti14;41`��� <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 />Engineers signature and seal. <br />1n <br />E <br />0 �' N <br />fn cntir-� � u <br />N J <br />4 JLLLL LL in a <br />L 0 C _ <br />O <br />W � m rn <br />m w <br />x co <br />IL <� <br />N <br />Z O0 d� S <br />Cn <br />W ❑ ❑ <br />i <br />U <br />M <br />N z <br />� � <br />v <br />LL <br />4--d cn <br />� A <br />V — <br />O <br />N <br />wa <br />U <br />v <br />o <br />Cl) <br />� � <br />x <br />M <br />a� <br />U_ <br />Q 0 <br />O <br />�o <br />�z <br />> <br />on <br />v <br />a <br />08 <br />0~ <br />U� <br />�CU ° <br />Z <br />C:) <br />— <br />co� <br />.0z� <br />U <br />o <br />z <br />b <br />Z <br />a � <br />8 <br />° <br />Z <br />W <br />aLL <br />Z� <br />JCD= <br />0 O <br />= <br />O <br />I <br />0 <br />L_ <br />N <br />co r--- <br />C) <br />fp <br />:3 O 3: <br />Q <br />O <br />a. <br />co m <br />N <br />Lip <br />_ <br />c`o <br />O <br />co o <br />LO <br />N <br />Q r, �' <br />`_ <br />Ln <br />E <br />C7 N <br />c (y T.- <br />o <br />z <br />CU <br />ca <br />0 <br />a <br />c� Q o <br />JOB NO : 22-12351 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />