Laserfiche WebLink
N <br />In <br />ts <br />Iv <br /><n <br />0 <br />m <br />N <br />M <br />ts <br />0 <br />J <br />N <br />V <br />7.+ <br />2 <br />i1a <br />4 <br />E <br />`v <br />LZ <br />0 <br />.9 <br />a <br />a <br />f <br />N <br />N <br />N <br />a <br />M <br />E9 <br />oN <br />S <br />rR <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />�1/2" DRYWALL <br />DOOR JAMB (REFER <br />PRODUCT <br />-1x4 1/2" DRYWALL <br />P.T. <br />LFURR <br />TO PRODUCT <br />- ,— <br />TO <br />TO PRODUCT <br />APPROVAL FOR COIN. <br />APPROVAL FOR CONN. <br />1x4 <br />APPROVAL FOR CONN. <br />E 1 X 4 <br />3-1/4" LONG X 3/16"m <br />P.T"0 <br />NG <br />3/16x4 X 3" LONG <br />TAPCONS <br />E FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON 16" O.C. & 4" <br />@ <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/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRYTHROUGH 1-1I2" <br />DETAIL <br />1x8w1(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 112" 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 />❑ <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRINI <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 />2 DETAIL <br />21/4" DETAIL <br />STAGGERED @12"O.C. <br />-4_1/d" 11PTOII <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 BILK.) <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 />\_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-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 />T-0" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />/4" MAX EMBEDMENT INTO <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 />_44�z <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 />B_B ARCH DETAIL K <br />SCALE: N.T.S. SS <br />T-O" <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 />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 />PROPER INSTALLATION MAX. $ <br />FILL SOLID <br />BOTH CELLS <br />#5 REBr <br />(TYP,) <br />STD. 90, <br />HOOK (1 <br />F�11 <br />[::71 <br />71 <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 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) wl <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 />ALL <br />(5)12d NAILS <br />SIMPSON <br />2X6 TO 2X4 <br />H2.5A w/ (10) <br />8d NAILS <br />. <br />i <br />I <br />JACK TRUSS PROVIDED BY—/ <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />00, <br />'- 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 />IF TRUSSES USED) W/ (2) #6 X 4Yi' 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 rL <br />SCALE: 3/4" = V-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 />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 "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 />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 />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 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />6��1, <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 />to �q n <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />p <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE <br />to <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANELL <br />SMOOTH. DO NO FURROW. <br />`' ':' <br />, ► ° <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />1 <br />GRADE >, . n <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <br />g ° <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 />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r <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 />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 />, <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />10 <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 />FILLED CELL PER <br />FOUNDATION PLAN <br />*41111, UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />R <br />400 <br />rHE 00 <br />!S ' <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />#5 REBAR (TYP) ' <br />90° HOOK (TYP.) <br />SCALE: N.T.S. <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />BRG WALL TYPE ALUM FASCIA <br />ff <br />PER PLAN I I 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 />L _ <br />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 />2X <br />+ �FN�ry <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL—' <br />SCHED. <br />PRECAST LINTEL <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 Z-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 />+ <br />+ SUPPORT SOFFIT <br />SEE ELEVATION ' <br />FOR OVER HANG <br />(MAX. 4'4") <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" = V-0" SS <br />CFF CHFFT M Amn <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 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 3« - <br />Z <br />O <br />a <br />2 <br />U_ <br />O <br />LLI <br />a <br />U_ <br />0 <br />@ FIRST COURSE <br />11111, <br />SS <br />2"x BOT. PLATE WI (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />r-2x BAND JOIST W/ FACE NAIL 10d <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 />JOIST TYPICAL <br />-SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4)1/41 1/2" SDS 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 />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <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 ,-011 5'-011 <br />NISH <br />SCALE: N.T.S. <br />Y <br />ku • ' <br />° ► • #5 BAR <br />pAll,° .• CENTERED W/ g <br />►.. +► ` IN TOP 4 <br />q d KNOCKOUT / <br />' CHAIR BLOCK <br />MONO FOOTING ' , , • <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS <br />CLEAN FILL .► • <br />DIRT ? z <br />g <br />• STANDARD <br />90' HOOK <br />#5 BAR IN <br />FILLED CELL -. <br />•°AAwo <br />Sk- <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT 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 />I^% LLB.-nl ALI <br />SAW CUT <br />A SECTION <br />j SCALE: N.T.S. <br />SCALE: N.T.S. <br />M <br />N <br />O <br />CV <br />.-.. <br />N c <br />0 <br />L <br />J <br />Li— > W <br />o ' 0 <br />c.i a5 r— o_ <br />V N <br />m >C <br />N N O R7 <br />ICU c <br />a ,c c <br />d�-a <br />f <br />$ <br />M <br />= m tj � <br />U Cf <br />N G� <br />c E <br />cv o <br />0. u <br />���i��1111111ir A, <br />VIV <br />I <br />4c" <br />w U `40 Off `. <br />P <br />FL.0 <br />o, <br />RO�`ESStON� <br />e <br />, <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 <br />7th Edition. Engineers signature and seal is only for <br />the structureI engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />h E <br />gNS <br />0 :_ <br />NNO32' 43 "R � <br />Q6mv -, At <br />LL <br />3JLL <br />U_ li <br />13 <br />Z —ern a S <br />C <br />W � <br />� °' <br />W °' m FW <br />Z N M Z a F <br />N F <br />LL <br />In <br />O U <br />c.� uovi <br />W 00 <br />Z M <br />2v <br />z <br />d N <br />AN <br />Z M <br />a) 8 <br />6 u, g <br />•U_ <br />0 w g <br />v � <br />LU <br />U <br />Is <br />M <br />J <br />� <br />W <br />E <br />0 <br />� <br />aLL <br />Z0, <br />=o <br />Q <br />H l 7 <br /><o <br />f o <br />U <br />00 <br />U <br />Z�E <br />ns <br />=z <br />wZ <br />g <br />m� <br />(a <br />z1, <br />z <br />NO <br />>Z <br />� <br />W <br />3 <br />_ 3 <br />3 <br />o <br />Zo <br />dz <br />NW <br />_ <br />�z <br />3 <br />A <br />_< <br />T' <br />Z <br />LO <br />L <br />Q <br />L <br />T <br />`� <br />(0 O m <br />O <br />O <br />T <br />Cr <br />m <br />C%) m <br />N <br />4-1 c <br />Lid <br />r <br />Q <br />0 'a M <br />0)I <br />ca N <br />C) <br />O <br />N <br />N fV <br />coLO <br />Q LO a <br />r <br />T <br />M <br />d <br />Z <br />7 '_ U, <br />E C) <br />Z <br />cc a <br />E <br />U � Q p <br />JOB <br />NO : 23-00521 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />