Laserfiche WebLink
0� <br />CD <br />0 <br />-0 <br />LID <br />C� <br />LID <br />.!1D <br />0 <br />::5 <br />10� <br />a <br />lz <br />C14 <br />CD <br />5�_ <br />0 <br />0- <br />E <br />E <br />0 <br />a_ <br />LZ <br />C) <br />C14 <br />LO <br />C�4 <br />C) <br />C14 <br />!;2 <br />LO <br />Lj <br />DOOR JAMB (REFER 1 x4 1/2" DRYWALL <br />F <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />F <br />DOOR JAMB (REFER <br />TO PRODUCT <br />r-1 x4 F1/2" DRYWALL <br />TO PRODUCT <br />P <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />I '1� <br />- <br />IN) <br />APPROVAL FOR CONN. <br />x4 P.T. <br />x4 <br />1X4 <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />STAGGERED @ 16" <br />L1x8 P.T. <br />TAPCON @ 16" O.C. & 4" <br />FROM EACH ENDw/ MIN. <br />2X8 <br />LL111X8 <br />BLOCK@ SPACING <br />PER MANUFACTURE 1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />2" EDGE DIST. A17ACH <br />MASONRYTHROUGH <br />1-1/211 <br />DETAIL <br />1 x8 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 />N <br />APPROVAL FOR CONN. <br />1/2" DRYWALL <br />1X4 112" DI <br />1X4 <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />TO PRODUCT <br />F <br />TO PRODUCT <br />7EDGE DIS_ <br />2" EDGE DIST. <br />N.* <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16 <br />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.0 & <br />L <br />END w/ MIN. 2" EDGE DIST. <br />DIST <br />FURRINi <br />4" FROM EACH END W/ <br />2x8 P.T. <br />W/ <br />ATTACH S ECON D PLY W/ <br />r) T A" <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSKcc'� <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" 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)lOdNAILSINTO <br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. <br />CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 1 Od 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 <br />SCALE: N.T.S. <br />�S <br />,A7 <br />Sz <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BI <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 />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN <br />EMBEDMENT INT��K. <br />/4" MAX <br />Irl Z-O" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON T <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) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL <br />rK <br />B—B— SCALE: N.T.S. <br />� �S <br />0 <br />S <br />1��B ON T <br />ULATION <br />SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" 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) 1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAID. <br />SECTION <br />B-B <br />8" <br />PROVIDE 2x <br />PROVIDE (2) MIN. V1 (3) <br />CONT. V <br />S <br />TAPCON AT EA. SIDE 12d NAIL <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />11 4'MAX. RAD. <br />EQUAL <br />MAX. 8" <br />PROPER INSTALLATION <br />t <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP) <br />STD. 90' <br />HOOK <br />±5 A <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 HM9KT W/ (4) 1/4"xl 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"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 4Y2" 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 <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />LL <br />PER NAILING SCHEDULE <br />(5) 12d NAILS IMPSON <br />2X4 <br />2X6 TO H2.5A W/ (10) <br />8d NAILS <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />000, 000, <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT <br />(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 />. <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 <br />SCALE: 3/4" V-0" <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 'IS" OR 'IN". 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W W M AT PERIMETER <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 />PER <br />9 ga. PANEL ANCHOR) <br />OCCURS <br />#5 CONT. TOP & MID <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 />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) 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 />AN <br />A <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />M= ��M��M <br />PRESS PANEL REINFORCING INTO PLACE. <br />t, <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <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 />GRADE 1> -III- <br />i> <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />A <br />C14 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />Cl) z <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />11 SEE GLASS BLOCK INSTALLATION NOTES. <br />CN <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 R1 60 <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 />.40 <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 MAYBE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" V-101" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />LFILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />#* <br />DO NOT DO THIS <br />kR <br />YP.) <br />- <br />00 <br />THE <br />:S <br />## <br />#40 <br />#5 REBAR (TYP,) 400 <br />07D. 90- HOOK (TYP.) <br />@ FIRST COURSE <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. <br />Ss <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />Or= KI/%rr! 4 Mr7I <br />BRIG WALL TYPE <br />PER PLAN <br />2X2 #22 P. I. IVI 11-4, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2X4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <br />ALUM DRIP EDGE <br />2x SUB FASCIA <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 i <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 />SHER W/ <br />CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WA <br />MIN. 1" EMBEDMENT @ 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 />S ALUMINUM SOFFITS >1'-4" <br />REV. 09-10-2021 BLOCKING REQUIRED, FOR SOFFITS < T-4" <br />SF01 CALE: 3/4" = V-0" FOR <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 />?,� <br />+1 <br />+ + <br />+ <br />t <br />+ <br />+ <br />+ <br />+ <br />+ <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 Z-113" <br />DOUBLE 2X4 SCAB FOR Z-13" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ <br />REQUIREDTO <br />+ <br />SUPPORT SOFFIT <br />14� + <br />"L, Vv, <br />++ <br />CENTER SOFFIT <br />PRECAST LINTEL <br />% <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-0" <br />ANIn <br />_qPr -qHPPT n' <br />Sim <br />PSON HTT4 w/ (18) 1 Od 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 6 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 1, <br />z <br />0 <br />U) <br />U_ <br />< <br />< <br />U) <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C., <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ D <br />6" O.C. EDGES AND 12" O.C. FIEL <br />/- ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W1 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />--2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 1 Od @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/41 1/2" SDS SCREWS <br />( <br />) <br />"X <br />" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. <br />Fl LL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />4 <br />FURTHER INSTRUCTIONS.� <br />OVERHAN <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 />11-011 51 <br />-011 <br />NISH <br />#5 BAR <br />CENTERED W/ 2 <br />C? <br />CHAIR BLOCK <br />IN TOP <br />KNOCKOUT/ <br />% <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT <br />. . STANDARD <br />C) <br />-1 <br />99 HOOK C14 <br />#5 BAR IN <br />FILLED CEL <br />L It <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING 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 />SAW CUT <br />J__U/ 1 <br />SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />C413 <br />C14 <br />% <br />421, <br />6 CLr- <br />= cc C..;� C-4 <br />__j <br />. -0 a! t <br />.9c - <br />- 2 W <br />3:2 2 <br />2 <br />C" M <br />cr- = <br />U, <br />5- <br />oNAW1111 t 4'1111itf/j/ <br />AL' <br />A OR 0 vv I AV <br />-%,' - <br />C=> <br />S <br />Lcl� <br />.�!o <br />0 <br />W� <br />11114 "10 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing <br />pages bearing <br />Engineers <br />signature and seal. <br />W <br />% <br />AAA=k <br />E <br />01 <br />IC3:1 <br />"o ID <br />0 <br />u: �o <br />A.P <br />0 <br />rc� cl� <br />j LL LL <br />Co <br />LIJ <br />a- <br />v <br />11, - <br />Z <br />-a <br />z � <br />W <br />W <br />Z <br />X <br />t co (N z; <br />0 2 C� <br />3: 0 <br />M <br />00 Z <br />LO ce) <br />< <br />< <br />0 <br />0 <br />z <br />W <br />El <br />(D <br />- !2, <br />Ln <br />72 <br />CD <br />U <br />0 <br />U1 <br />V) <br />C�, <br />=D <br />E <br />cl'�- <br />Z <br />z <br />< <br />cd- E <br />CD_ 0 <br />E <br />C', <br />Z <br /><� <br />C.0 E <br />10 <br /><- <br />0< <br />-z <br />'0 <br />z <br />2: <br />CID <br />< <br />< <br />A, <br />0 <br />1 z <br />< <br />z <br />W <br />C> <br />U:) <br />C> <br />z <br />< Q <br />0 <br />Z <br />0 <br />1 <br />�; <br />< <br />I <br />'D, <br />4" <br />0. <br />0-3 <br />C: <br />20 <br />E2 <br />0 <br />> cyi <br />"It <br />0 <br />(3) <br />L_ <br />(0 <br />(10 <br />:3 T- <br />07 <br />co <br />0 <br />00 <br />4- <br />LO <br />0 <br />(D <br />co <br />C) <br />M 0 <br />L0 <br />0 CN <br />CD LO <br />E <br />M <br />=3 (.0 <br />CY) <br />i� U-) <br />0 <br />:E <br />z <br />r_ <br />E <br />E <br />(n <br />45 <br />ICU <br />C <br />CU <br />a_ 1 <br />0 0 <br />0 _j <br />-0 <br />< <br />C <br />JOB <br />NO <br />23-06116 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />ISIS <br />= <br />Z� J1 -1 111 E-LL 1 T—Fl- _T <br />