Laserfiche WebLink
rn <br />J <br />W <br />I <br />0 <br />a <br />N <br />v <br />V)) <br />0 <br />r� <br />L <br />cV <br />J <br />LO <br />0 <br />I <br />N <br />O <br />E <br />Cy- <br />Q <br />N <br />0 <br />i <br />a <br />E <br />W <br />0 <br />O <br />In <br />I.L <br />4. <br />U <br />O <br />C <br />0 <br />vi <br />U <br />0 <br />i <br />a <br />0 <br />0 <br />9 <br />LZ <br />N <br />0 <br />S <br />0 <br />a <br />M <br />O� <br />0 <br />0 <br />m <br />0 <br />1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />P.T.TO <br />PRODUCT <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />tlM <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1 X 4 <br />1x4 P.T. <br />3/16" 0 X 3" LONG <br />FURRING <br />3-114" LONG X 3/16"0�. <br />�; , FURRING <br />TAPCONS � <br />� FURRING <br />2 ROWS 3/16 x 3-1/2' <br />' ' '� <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />1x8 <br />O.C. 2-ROWS INTO <br />P.T. <br />FROM EACH END w/ MINLL. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /2" <br />DETAIL <br />1x8 w/ (2) ROWS 8d NAILS <br />�� <br />3 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />GGE D 12" 0 C <br />STA RE @ . <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. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN, <br />TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />�_ <br />(2) ROWS 3/16" x 3-1/2 <br />x 3-1/2" TAPCON @ 16" 1x4 <br />O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & <br />FURRIP <br />END w/ MIN. 2" EDGE DIST. <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" 2x8 <br />n.. I••1CT A l l <br />n 1 /A n I'1CT A l l <br />STAGGERED @ 12" O.C. 1-1 /d" nPTA I I <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4"x 3 1/4" TAPCON (1 114" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X4 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)1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />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 J <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR—( <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />In SOLID BLKG. AT TOP BTWN. <br />p ARCH BLKG. & BUCK <br />I►�:�iT.aalsl>; P► I x��ti] �iZy :/ <br />2'-0" <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. - <br />�1/4" MAX EMBEDMENT INTO K,) <br />�r Z-O" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING 11-1 <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)1Od <br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,,, <br />NAILS AT EA. END <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)1 Od 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 />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)10d 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. 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. RAID. <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYP,) <br />STD. 90' <br />HOOK (l <br />+5^ <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"x1 1/2" 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%' 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 />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 />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 />IF TRUSSES USED) W/ (2) #6 X 4Yz° WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY KT <br />SCALE: 3/4" = V-0" Qs") <br />r. <br />i <br />i <br />`— FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />R <br />rHE <br />S <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRG WALL TYPE PER PLAN <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW <br />CONT 2X4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (*") <br />#5 REBAR (TYP,) <br />400 <br />t TD. 90° HOOK (TYP.) <br />0 <br />SCALE: N.T.S. <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />ALUM FASCIA <br />1-3/4" TRIM PAINTED <br />SS NAIL w/ 5/16" HEAD <br />DIA. @ 24" O.C. <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 <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 />/ C� STRUCTURAL SOFFIT <br />/ SFO 1 SCALE: 3/4" = V-0" (**) 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 />GLASS BLOCK INSTALLATION NOTES <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) 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 "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 />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) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL <br />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 6-0" <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 />ItP. <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />T�lf <br />D° °riTill <br />PRESS PANEL REINFORCING INTO PLACE. <br />�;:`:;� <br />MIN. LAP SPLICE W/COVER <br />PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />'... :;:;':-.,.,6 <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />D ° <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c.i ° o <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />"' z - <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r g • t, <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 />) ( - <br />1) 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 />J) 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) 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 />ZX <br />+7%4- + + <br />\+ <br />TRUSS <br />2X4 SYP 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 />9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />O`FNOTN (2)1 Old NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />+ PLYWOOD SHEATHING <br />+ + <br />+ BLOCKING AS <br />+ REQUIRED TO <br />+ + SUPPORT SOFFIT <br />/ CENTER SOFFIT <br />PRECAST LINTEL �1J <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />cr=F'ZI IPPT nq akin <br />SIMPSON 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 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE:'-:- - 1 <br />NOTCR @ FIRST COURSE <br />*441 <br />z <br />0 <br />V) <br />M <br />J_ <br />0 <br />w <br />a <br />J_ <br />M <br />Q <br />Cn <br />2"x BOT. PLATE W/ (2) 10d @ 6" D.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO OBOTTOM <br />OF BAND <br />JOIST TYPICAL <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 />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. ° ° a'�' " •. <br />OVERHAN <br />a: <br />d <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />11-011 51-011 <br />HF <br />SCALE: N.T.S. <br />As° >;. #5 BAR <br />D. 10 ° ° CENTERED W/ <br />6 <br />• 9 H IN TOP b <br />° KNOCKOUT/ N <br />° CHAIR BLOCK <br />MONO FOOTING <br />s <br />i <br />SIZE AND REINF. PER PLAN • <br />AND SECTION DETAILS - <br />CLEAN FILL ° <br />DIRT �' Z <br />°• ° STANDARD o <br />R 917 HOOK _I <br />#5 BAR IN _ <br />FILLED CELL, , <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />CONTACT 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 />/•1\ it C../_•i I1,1 nn\1/� <br />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />1 SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />S�*•I <br />►O <br />c <br />0 <br />cc <br />> W <br />O. = O <br />u n.L" o <br />�C.,e.4 <br />m <br />u <br />•y <br />p N t <br />N p <br />m fl <br />W U .--s Q <br />a <br />6 3. 3 <br />B <br />i;: a,°o <br />CID <br />,,z1 is1111811 <br />rr./'mom <br />h. <br />O <br />p E ° <br />� <br />0 F � S i O ,�'�� <br />0", <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 />Engineer's signature and seal. <br />E+p_ M <br />W <br />E <br />0 <br />0 <br />m In N r <br />�€ <br />w <br />��LL LL o- <br />k Z <br />_ w <br />a <br />co C: <br />9 0 O <br />' ii <br />CJ <br />W <br />W <br />(00 2 m <br />LL <br />0 J <br />N Cl) Z <br />O U U O <br />Z <br />W <br />❑o <br />z N M <br />< g <br />o ad <br />J <br />ti <br />V) <br />z a <br />� <br />V <br />— g <br />0 <br />V) <br />V) <br />o <br />wo <br />IC <br />to <br />U <br />,., <br />E <br />I <br />x� <br />U °� <br />N O, <br />o <br />ti <br />0 <br />J <br />Z <br />M <br />M <br />J <br />" ¢ <br />O <br />Z <br />Q <br />=o <br />p <br />o� <br />z© <br />CIO <br />00 <br />a E <br />0 <br />�_ <br />01< <br />a0 <br />i <br />wg <br />°� <br />z <br />�w <br />L <br />m <br />6 ❑ <br />ZZ <br />m o <br />7M <br />m <br />O <br />Q W <br />n <br />g9 <br />Zz <br />° <br />az <br />�w <br />O <br />M <br />5 g <br />a <br />I <br />tt <br />wa <br />10 <br />a <br />d- <br />oIa <br />o r <br />Z4 <br />U� <br />Tp <br />J <br />>CM <br />0 <br />m <br />M <br />LO <br />N <br />.Y <br />O <br />O <br />U) <br />+-' <br />0 <br />L n <br />`'� <br />0 <br />LL <br />� <br />c <br />O <br />m N <br />O <br />IM <br />LO <br />N <br />Q <br />o N <br />r <br />00 <br />C <br />� <br />z0 <br />(0 <br />z <br />E <br />E O <br />T <br />�, <br />r_ <br />c <br />@ <br />a <br />E <br />U _j <br />Q p <br />JOB <br />NO : <br />23-00509 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />