Laserfiche WebLink
— I — 1 117111111 F I I I <br />2 <br />CAD <br />CD <br />0 <br />9 <br />N <br />LO <br />I <br />i <br />o <br />0 <br />,n <br />rn <br />N <br />0 <br />0 <br />N <br />L0 <br />1 <br />i <br />CD <br />i <br />3 <br />Q <br />Cn <br />i <br />a <br />E <br />E <br />0 <br />J <br />LZ <br />U <br />0 <br />U <br />i <br />i <br />d <br />0 <br />0 <br />LZ <br />0 <br />v <br />0 <br />O <br />a <br />LN <br />0 <br />V) <br />a <br />m <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />% <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />/ 1 X 4 <br />; <br />j <br />1x4 <br />3-1/4" LONG X 3/16"0 <br />�'� <br />1x4 P.T. <br />FURRING <br />3/16"0 X 3" LONG <br />/ <br />FURRING <br />(2) ROWS 3/16 x 3-1/2 <br />%/ FURRING <br />TAPCON. INTO <br />, <br />TAPCONS <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4"LL1X8 <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH <br />1-1 <br />�� <br />/2 DETAIL <br />1x8 w/ (2) ROWS 8d NALS <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 />DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />/ <br />i <br />„ <br />2x8 P.T. w/ (2) ROWS 3/16APPROVAL <br />TO PRODUCT*2"GE <br />/ <br />FOR CO <br />2 ROWS 3/16" x 3-1/2' <br />; - �/O <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.4" <br />FURRIN( <br />FROM EACH END w/ <br />2x8 P.T. <br />ATTACH SECOND PLY w/..AS <br />REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" <br />2x8 <br />2 DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" O.C. <br />1-11AII rnr:TOI[ <br />X <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <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 BLK.) <br />1/4" MAX <br />1 X 4 FURRING <br />SOLID BLKG. AT TOP BTWN. <br />BLOCK HEADER <br />ARCH BLKG. & BUCK <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45A DIAGONAL <br />(4) 10d NAILS INTO - <br />BRACE(S) <br />2 x 8 BRACE/ B. <br />7/16" OSB <br />BUILT UP PLWD. BUCK <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) <br />POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH <br />(4) 10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS <br />BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHO <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A <br />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 <br />x 8 BUCK - CONNECT TO BLOCK <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />r1/4" MAX EMBEDMENT INTO <br /># <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 />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 K <br />SCALE: N.T.S. SS <br />SECTION <br />A -A <br />8" <br />Z-0" <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 />4' MAX. RAD. <br />PROPER INSTALLATION MAX. 8" <br />#5 REB, <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />&Z" <br />NOTCH WEB AT <br />+5A <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"x1 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'Y? 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 />i <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />ALL <br />(5) 12d NAILS <br />SIMPSON <br />i <br />2X6 TO 2X4 <br />H2.5A w/ (10) <br />8d NAILS <br />i <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 <br />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 />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 />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) <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 />* 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 />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 <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 />IF TRUSSES USED) W/ (2) #6 X 4'Yi" 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 a@ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />(1) #5 BARS CONT. ��N <br />WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6'-0" <br />D D <br />D 71-1 <br />D C <br />=III=1 I <br />g GRADE <br />° <br />M D <br />_z <br />(V •D <br />e. <br />�(2)#5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />`— FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO <br />kR AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED <br />t <br />D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d <br />YP,) ` FACE NAILS 1 d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />' ` BOTTOM OF BAND <br />JOIST TYPICAL <br />EI/I :j/ <br />' +2" I NOFIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. <br />` w/ (4)1/41 1/2" SDS 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 />ALUM DRIP EDGE <br />BRG WALL TYPE <br />PER PLAN 2x SUB FASCIA <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />- CMU w/ 3/16"x3" TITEN2 @ 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 >1'-4" <br />REV. 03.26.2021 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 />2k 0 <br />+ + � �FNGTN <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 J <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION a@ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />CGF cuGGT 171J Alkirl <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 F <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: S,Y - r -v <br />z <br />0 <br />U_ <br />0 <br />LU <br />U <br />F- <br />U <br />a <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />• <br />d: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' " 44 <br />OVERHAN 'I. <br />Y:4 <br />4. <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 />ISH <br />•... <br />° • ° : #5 BAR <br />D. 10 • • CENTERED W/ <br />• IN TOP o <br />• KNOCKOUT / N <br />CHAIR BLOCK <br />MONO FOOTINGD <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL .° •. ° <br />DIRT Z <br />•. ° STANDARD CD <br />#5 BAR IN f��° 90' HOOK iv <br />FILLED CELL • - - - <br />Ls— <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <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 />I_EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />r. r <br />SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />" .0-1/ <br />Q-' <br />r-• • S.. ••'• <br />Q <br />• <br />P <br />=� F l.0 <br />i���/i <br />�OFESSlO!► <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 <br />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 />i WLo <br />0 <br />bru? <br />a <br />oo <br />o <br />N N# J <br />0 <br />N m <br />� C -� t.L <br />co N # LL W <br />a- <br />tt <br />tor- r� L W <br />u <br />JV <br />as <br />W V7 <br />MW"3 aL3 <br />O <br />13 <br />_°' 0 <br />:? <br />Loco O �' W <br />'� N m x O <br />W��pjQ' <br />_IL .L <br />o a <br />ci <br />� M Z if O <br />N <br />U 0 <br />-Q Z <br />do <br />Z N C7 <br />z � S <br />z <br />Q <br />N <br />l/i <br />z a <br />_j <br />LL <br />U <br />w .16 <br />L-1 <br />U <br />O <br />N <br />w o <br />� N <br />U <br />_ E <br />s 8 <br />i <br />U ) H <br />o <br />� <br />N <br />m <br />MN <br />M <br />J <br />¢ <br />oo <br />m <br />z <br />Li <br />Q E <br />E Ov <br />z o <br />oz <br />> 6 <br />a <br />z® <br />oa <br />X U <br />OU <br />Z <br />E <br />CN <br />t <br /><zo< <br />o <br />wo <br />o <br />ao <br />az <br />ww <br />�� <br />n3 <br />C <br />Zzz <br />=U <br />m p <br />Z <br />''<w <br />Z <br />v <br />J <br />m <br />a ° <br />z <br />to <br />oLL <br />z <br />a <br />W <br />!? 3 <br />U� <br />w <br />�o <br />�z <br />Nr <br />w� <br />o <br />o <br />O <br />w` <br />sl< <br />a <br />o- <br />V <br />za <br />�3 <br />> Lo <br />0 <br />C0 <br />rn <br />L <br />� <br />> <br />0 <br />O <br />�1 <br />Q <br />U <br />> <br />O <br />O <br />C m <br />C <br />O <br />� <br />_ <br />E. <br />r <br />= N <br />0) <br />' <br />CV LO <br />N <br />M <br />N <br />o <br />Z <br />Z <br />E O <br />N <br />= <br />a <br />E <br />0 <br />v _j <br />'0'0 r <br />¢ o <br />c <br />JOB <br />NO: <br />21-5012 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />r <br />