Laserfiche WebLink
-ti <br />m <br />N <br />L0 <br />J <br />0 <br />t <br />N <br />M <br />00 <br />N <br />1�. <br />CLin <br />0 <br />J <br />0 <br />I <br />N <br />M <br />N <br />0 <br />0 <br />Z <br />L0 <br />C <br />tz <br />Q <br />N <br />0 <br />i <br />E <br />E <br />i <br />a <br />d <br />N <br />0 <br />n <br />ti <br />a <br />N <br />N <br />LO <br />8 <br />N <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />TO PRODUCT <br />DOOR JAMB REFERr2X8 <br />1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CON <br />1 X 4 <br />r ix4 P.T. <br />FURRING <br />LO <br />3-1/4" LONG X 3/16"0 <br />L FURRING <br />3/16"0 X 3" LONG FURRING <br />TAPCONS <br />(2) ROWS 3/16 x 3-1/2 <br />TAPCON. INTO <br />@ 16 <br />TAPCON @ 16" O.C. &STAGGERED <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />1x8P.T. <br />O.C. 2-ROWS INTO <br />FROM EACH END w/M. <br />„ <br />2 EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />" <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 />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 />FURRIN( <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 />2x DETAIL <br />21/4" DETAIL <br />STAGGERED @ 12" O.c. <br />3-1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. <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) 7/16" OSB 2 x 8 BRACE/ BLKG. <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 ri <br />SCALE: N.T.S. SS <br />1/4" MAX <br />IISOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. - <br />/4" MAX EMBEDMENT INTO .) <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 />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN*., <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 />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K*K <br />B-B <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 />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 />EQUAL 4' MAX. RAD. <br />PROPER INSTALLATION MAX' $ <br />FILL SOLID <br />BOTH CELLS <br />#5 REBj <br />(TYP,) <br />STD. 90, <br />HOOK (1 <br />±5^ <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />CAPACITY = MCI # 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'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 />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE ALL <br />(5)12d NAILS SIMPSON <br />2X6 TO 2X4 H2.5A w/ (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 />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 />7 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 />SEALANT <br />PLACE LOWER HALF OF MO RTAR IN BED JOINT. DO NO T FURROW. <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 />0 0 U SMOOTH. D N 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 />SEE GLASS BLOCK INSTALLATION NOTES. <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <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. 00, <br />4'-0" MAX SEEPLAN <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH -� <br />IF TRUSSES USED) W/ (2) #6 X 41W' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 31/2„ 1 TAPCONS AT 6„ <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />#5 CONT. TOP & MID <br />11 <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />WITH MIN. 3 COVER 6'-0" <br />D , <br />- <br />P <br />• 1T� <br />7IjI'I�' <br />� GRADE <br />N �'P <br />M z \ <br />r •D ' <br />p. <br />% <br />D (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" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <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 />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />41 <br />HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />STD, 90° (TYP.) <br />` <br />@ TOP & BTTM CHORD, AND (8) <br />YP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />' <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />' ±2„ NOTC F� @ FIRST COURSE <br />` <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4)1/4x1 1/2" SIDS SCREWS <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />THE <br />:S <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. INFO SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />f .,/1Tf i r1 P-, -Ai <br />ALUM DRIP EDGE <br />BRIG WALL TYPE PER PLAN 2x SUB FASCIA <br />2x2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW CONT VEN7-T <br />TED 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. BUILDER BC G.C./ 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. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <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 />SFO q 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 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 />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />2k O�FRyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />+ + CFNOTH (2)10d NAILS @ 8" O.C. <br />+ + TO TRUSS TOP CHORD <br />+ + PLYWOOD SHEATHING <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 EXTENSION rM <br />SCALE: 3/4" = V-0" III,SS <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 E <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIr <br />MSTAM STRAP <br />SCALE:Y - r -u <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />i <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ' <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANG". <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'-00 <br />' 5'-0" <br />SH <br />'► l "4 F. <br />° ' ' ► #5 BAR <br />p. 10 • • CENTERED W/ g <br />► .:' • •► 9 IN TOP c� <br />► •' • KNOCKOUT / c� <br />• CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS <br />CLEAN FILL .> • • ° <br />DIRT Z <br />ffTANDARD#5 BAR INHOOK N <br />FILLED CELL, • �. • �., , <br />Le <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <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 />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />I EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />SCALE: N.T.S. <br />d <br />0 <br />c Cc C_> <br />— 0 m >< <br />R d <br />d <br />N C O <br />y 0: •`° T <br />Qr <br />y <br />� E <br />o <br />Q u <br />•fJ�, <br />e' <br />U 4 <br />•"' <br />Fg t <br />�` gz <br />L. <br />/�/fllNtPl'�1111��` <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />aa' <br />W <br />o �8 <br />V <br />0 <br />Lo <br />N 0 <br />w Co C N m <br />a0 <br />to <br />w � <br />A 12 2 <br />to <br />uJ. <br />LL <br />Jo <br />—v"L a 4 <br />Z <br />W <br />°' °' m <br />r9j <br />LO M Z Q <br />Z <br />N <br />OU 0 <br />W <br />❑ ❑ <br />Z N <br />z <br />Q <br />(nv)::, <br />J <br />o <br />o <br />� <br />U <br />- � <br />0 <br />s <br />N <br />c y <br />Q 0 <br />S <br />t� <br />a <br />C13 <br />z� <br />w <br />z <br />o <br />J <br />Q <br />y ¢ <br />oR <br />o <br />o .- <br />z <br />►`-° o <br />'0 <br />U 0 <br />Q <br />c� � <br />as <br />a 0 <br />U� <br />K7 <br />f "' <br />co ry <br />`_ <br />sa <br />W <br />10 <br />C <br />C <br />0 U <br />Vi0 <br />oLL <br />Z <br />z <br />J <br />ab <br />� <br />� <br />� <br />0 <br />qU <br />T SS3 <br />S� <br />NW <br />W <br />qa <br />F� <br />IS <br />�o <br />v <br />w <br />zI°Wd <br />ns <br />° 5 <br />°O <br />= <br />LO <br />LO <br />LO <br />rn <br />TO <br />_ <br />Q <br />M <br />0 <br />F— <br />co <br />C <br />O <br />0O <br />pCr <br />— <br />0 <br />J <br />N <br />, <br />M <br />c <br />L1 i <br />Q <br />i-+ <br />O <br />L <br />-,Ad <br />p <br />C3� 1 <br />N <br />0-) <br />00 <br />o <br />Ln <br />NQ <br />00 <br />T <br />LO <br />N <br />7 <br />C <br />3 <br />LO <br />O <br />Z <br />f0 <br />z <br />EE r <br />M <br />y <br />c <br />d <br />J <br />Q <br />JOB <br />NO: <br />23-06141 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />