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1/4" MAX <br />ir 21-0" <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />DOOR JAMB (REFER lx4 1/2" DRYWALL <br />DOOR JAMB (REFER F-lx4 <br />1/2" DRYWALL <br />F <br />DOOR JAMB (REFER <br />ix4 1/2" DRYWALL <br />TO PRODUCT <br />FP. <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN <br />APPROVAL FOR CONN. <br />x4 <br />X4 <br />-1/4"LONGX3/1 0 <br />3 6" <br />lx4 <br />I�, <br />F'R�T <br />3/16"0 X 3" LONG <br />TAPCONS <br />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 />2X8 <br />BLOCK@ SPACING 111 <br />DETAIL <br />O.C. 2-ROWS INTO <br />lx8 P.T. <br />IKI <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />lX8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL <br />lx8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1 x4 P.T. & 1 x8 P.T. <br />STAGGERED @ 12" O.C. <br />116" x 3 -1/2" <br />lx4 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 />N. <br />lx4 1/2" DRYWALL <br />lx4 <br />DOOR JAMB (REFER <br />EACH END W1 MIN. <br />TO PRODUCT <br />TO PRODUCT <br />�4M <br />2" EDGE DIST. <br />7',EDGE DlS7 <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />1 6". <br />k'12"DI <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 />lx4 <br />TAPCON @ 16" O.C. & <br />L <br />IST <br />END w/ MIN. 2' EDGE DIST. <br />FURRING <br />4" FROM EACH END w/ <br />2x8 P.T. <br />w/ <br />ATTACH SECOND PLY w/ <br />2x P.T. AS REQlD <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED @ 12" O.C. <br />3-1/4" DETAIL <br />BUILDOUT "OVER SIZE DOOR -WINDOW ROUGH OPENIN <br />�T <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 X4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />A <br />2 x 8 45 DIAGONAL (4)lOdNAILSINTO <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 />7A <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 />INSTALL WDW. SCREW ANCHOR-/y <br />ARCH FACESW(4) 10d NAILSTHRU OSB INTO 2 x8 <br />INTO ARCH BLKG. PER <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 />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 DrAGONAL 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. RAD. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN <br />EMBEDMENT INT��K. B-B <br />/4" MAX <br />2'-0" 8" <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 />Ali <br />2 x 8 VERT. W/ (2) 1 Od <br />1 <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OFW"-\. <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />ON T <br />2 x 8 VERT. BRACE(S) -------- <br />)OSB <br />1��ULATION <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 />EQUAL EQUAL <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS I I — <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-13 <br />ARCH DETAIL rK <br />SCALE: N.T.S. <br />�s <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 />MAX. 8" <br />PROPER INSTALLATION <br />FILL SOLID <br />BOTH CELLS <br />#5 REBj <br />(Typ') <br />STD. 90' <br />F HOOK (I <br />Ellm <br />+5A <br />�_ NOTCH WEB AT <br />FIRST 2 COURS <br />AFAUI I Y = Z= 9 FUK I b I KAF <br />= 1610 # FOR 2 STRAPS <br />1 PLY -ENGINEERED TRUSS <br />PRE <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) W1 (3) #6 X 4Y." 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 />14 0 <br />ROOF SHEATHING A17ACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS <br />2X6 TO 2X4 <br />GA <br />"ED <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />DESIGNED ONLY FOR THE <br />HIP. <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <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 />D) 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />EXPANSION BOLT (2 <br />E) 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 />-X <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 />A: <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />W <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) 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) 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) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <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 />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. <br />SIMPSON <br />H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W1 (2) #6 X 4Y? 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 <br />SCALE: 3/4" V-0" <br />�s <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" <br />COVER <br />04 <br />m <br />RADE <br />z <br />L 16" MIN, <br />L <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 />F.F. <br />(2) #5 REBAR. MIN. 3" <br />COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />kR <br />YP.) <br />THE <br />S <br />I IKIAr%r%CDTADI C IKIQTAI I TinKI <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. <br />SS <br />SEE ARCH PLAN AND <br />PRE-ENG-i TRUSS OESIGN <br />JE I BELOW <br />SEE NO <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />E.RG WALLTYPE ALUM FASCIA <br />PE Q 'PLAN I -3,W'TRIM PAINTED <br />, T7 7 <br />x S I:jl.,NAI L vd 516" H EAD <br />F CHANNF_ -4--_ - r <br />�4 - ` C <br />4 DIA tp 24 _C <br />FASTENED PER <br />IVOI r E 2 B C-CNT VENTEDCR SOLID SOFFIT <br />ELOV <br />CONT .-X4 NAILED TC 2�c BLUO-r-KINGi NAII ED TO TOP <br />Fit ��XKING w; '-'2d NAII S <br />C"HOW) FVFRY OTHFR TRUSS <br />W-_42d;%A'lLS, -!YP,('- <br />-i,,%lA7ERIAL SPAN CAPACITIES BASED <br />C.i_i BUILDER 70 v[Riry�'PROVIDE Son I <br />ON I HE DESIGN PRESSLRF$ SPFl_;IFItD FCk CXhIPONEN"TS AND aADDING <br />LISTED IN THE DESIGN CR�TERIA ON SHEET SN. <br />2 FOR S0FF.T ATTACHMENT AT INAH (PFP At PHA ALI-Ml INC FL# 1-6544 R5 Fl- <br />PRZODUCT APPROVAL) F Cl IAN INEL 7ASTENED Toi <br />CrOU v T NAIL .09T` DIX �,q� 24'Cj,C:.,A0 5VA'NIIN. E44DEDNIENT <br />WOOD w'O'l 16 GA. 1.14"x1l" CROWN STAPLES @ 24"MAX, O.C. IN DIAMOND <br />PATTERN <br />SUB FASCIA W 16 GA. 34-x I i4' CROWN S] APLE ,�O EACH GROOVF <br />STRUCTURAL SOFFIT <br />SF01 F_,CALE_ 34' - V-0` FOR ALUMINUIN! SOFFITS WITH SPANS <br />l'-4', HNISTALL MID'SPA114 BLOCKING PER <br />R_V 09 "­ 2021 THE SOFFIT FL PA NSTA LATION CRITERIA <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 2' <br />-6" <br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />0 (2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />+ <br />+ + PLYWOOD SHEATHING <br />�Sl <br />+ <br />+ + <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + <br />+ + SOFFIT <br />7 + <br />2X4 SYP L <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />ENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />2X2 #2 P.T. MIN. <br />FOR OVER HANG <br />W/J-CHANNEL SECURED <br />@24" O.C. FASTENED TO <br />-(MAX. 41-0") <br />CMU W/ 3" LONG T-NAILS @ <br />_t,�N <br />24" O.C. <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" = V-0" <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 MI.E. <br />MSTAM STRAP <br />Sr <br />ALF-1/4 <br />L OUCC7 n) AWN <br />z <br />0 <br />�2 <br />2 <br />U- <br />0 <br />ui <br />0 <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O..C.. L <br />ATTACHED WALL SHEATHING TO <br />3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" <br />AND NAILED W/ 8d COMMON @ <br />O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD m / <br />2x BAND JOIST W/ FACE NAIL 10d <br />BTTM CHORD, AND (8) <br />T <br />F@1ACOEPN&A <br />ILS 1 Od @ TRUSS VERT. <br />WEB <br />NOTE: <br />LAP SHEATHING TO <br />SIMPSON HGAM10KTA @ 12" O.C. <br />wl(4)1/4xl 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 />SCALE: N.T.S. <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />OURSES <br />FILL 1 st 4 OUT <br />SOLID W/GR <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR <br />, . �.: � " <br />FURTHER INSTRUCTIONS. !4 <br />OV <br />ERHANG-L <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />1 f-011 <br />5l-011 <br />b. wl <br />1 1.0 . A > #5 BAR <br />-.F.CENTERED W/ <br />t". 4 <br />t> �6 .6- <br />9 <br />'At. - - rop <br />CD <br />KNOCKOUT/ c-4 <br />CHAIR BLOCK <br />% <br />I I s, Ell .E I % <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FIL <br />L <br />DIRT <br />STANDARD <br />go. HOOK 04 <br />#5 BAR IN <br />FILLED CELL b, b, <br />------- <br />'! X <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC7 <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 <br />-J— EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />inN JAC_01 lki t%r%klr% <br />SAW CUT <br />SECTION <br />��l � SCALE: N.T.S. <br />SCALE: N.T.S. <br />co <br />C14 <br />a <br />Lo <br />CD <br />ol <br />co <br />Lo <br />�j Wl- <br />IL: 4 <br />w <br />< <br />LL. 0 <br />0. 1 u <br />z <br />w <br />0 <br />Ix <br />0 <br />z <br />< <br />(4 4) 1>) L of) E <br />0 <br />Q) 6. -0 q u <br />-5, cy) <br />cv) 00 <br />4- C6 D <br />u ol no <br />v -a- <br />E <br />c: 0 0 <br />0 <br />< <br />U <br />Ln u Lu <br />c <br />(1) 00 E �? <br />L_ 0 co .2) <br />7C) CL a) <br />'o <br />Lu <br />w W <br />Ld (6 ui o <br />W LU _j ui �_ 0 <br />W <br />Lu 2� <Igyzl z <br />0� 0 u- 0 0 0 0 <br />U <br />ax- w OZMOQ', <br />, 0 Z, <br />cy o z 'o EE o o ca a z L) <br />Lu Lu I u W, =01 <br />0 o <br />U) 0 Z <br />05 EL V5 I W V5 w <Z <br />iaa.:�,Zyol Z zowoolL <br />:��<OLU�in-�Ww6mq E<L <br />ILL. <br />0 w 2 F. z 9 < <br />ow j5 m 0�<, <br />< <br />U- 0 <br />C) <br />C) <br />N <br />z <br />ui <br />0 I-_ <br />D 5 <br />> (1) p <br />0 <br />zFi <br />cy) c) <br />PA cy) <br />%od <br />U) <br />LL_ <br />UJ Lo <br />co <br />co <br />Z 0 <br />z <br />Lu <br />Lu <br />C) <br />-1 0 <br />(o <br />C <br />0 <br />C4 <br />cy <br />N <br />0 <br />N <br />N <br />C) <br />Q <br />a <br />Q <br />C) <br />IN <br />0 <br />Q <br />co <br />[,- <br />Q <br />- <br />m <br />cl) <br />C <br />0 <br />00 <br />C) <br />m <br />CD <br />F4 <br />C) <br />z <br />0 <br />. <br />LoLU <br />W <br />of <br />> <br />a <br />a <br />0 <br />C\it <br />vi <br />9q- <br />uo*) I'll- <br />00 <br />>_ <br />Z <br /><Z <br />UU <br />C) <br />Lu <br />cn <br />azz <br />o <br />L) <br />LLJ 0 0 <br />0 0 U5 <br />Lo0 <br />p z 5; <br />0 <br />z <br />n W9 <br />LU <br />Ln <br />LU LU <br />co ct Lu <br />Ln <br />0=)O <br />zom: <br />w <br />co <br />0 <br />zwo <br />< <br />w <br />w Ll_ <br />Z <br />ry <br />z <br />z <br />z <br />< <br />< <br />_3 <br />0 0 <br />0- <br />z <br />z <br />z <br />Ui <br />uj <br />-i <br />r­ <br />0 <br />> 0 <br />LAST PLOT DATE <br />z 0 <br />� <br />STRUCTURAL <br />—J <br />DETAILS - RETRO FIT <br />