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1/4" MAX 2'-0" <br />n SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />DRYWALL <br />DOOR JAMB (REFER <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER14"27X8 <br />4 1/2" DRYWALL <br />TO PRODUCT <br />TO PRODUCTU <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONAPPROVAL <br />t'�' <br />1X 4 <br />FOR CONN. <br />elIX44111/42" <br />1x4 <br />3-1/4" LONG X 3/16"0FURRING <br />1x4 P.T. <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />FURRING <br />INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. &TAPCON. <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/M. <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.rx4" <br />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"1x4 <br />O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST.FURRING <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 />x <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 OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 114" 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 45A 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) 1Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />ze <br />INSTALL WDW. SCREW ANCHOR­2 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 J <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 DIAAGONAL 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 />1A" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />1/4" MAX EMBEDMENT INTO ) <br />2'-0" 8'I <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 B <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) 10d NAILS EQUAL EQUAL <br />THRU OSB INTO 2 x 8 <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SCALE: N.T.S. SS <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 />PROPER INSTALLATION MAX. $ <br />FILL SOLID <br />BOTH CELLS <br />#5 REB <br />(TYP) <br />STD. 90• <br />HOOK (1 <br />FIE- <br />1470/9- <br />xx <br />F/ <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />CAPACITY = 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 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 ALL <br />(5) 12d NAILS SIMPSON i <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />Pt Al <br />i <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 />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 />1/4' EXPANSION BOLT (2 <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL 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) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN G 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 />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 />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 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />H) <br />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 BUCKS 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. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —� <br />IF TRUSSES USED) W/ (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 @ ENTRY L <br />SCALE: 3/4" = 1'-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />(1) #5 BARS CONT. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6'-0" <br />F.F. <br />I -III -III -III -III -III- . <br />— —r <br />D D II1=1I1=1II _ <br />IIIIIIIIIIIIII' <br />GRADEDiI1I��lIII- <br />°. <br />° <br />M D <br />z_ <br />N •D <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. 70, 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 IAIArrCDTARI C IAICTAI I TInKI <br />FILLED CELL INSTALLATION rH 1 <br />SEE ARCH PLAN .AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE' BELOW <br />I i <br />—. ,—Ca %VALL TYPE <br />PER PLAN I <br />I I <br />F CHANNEL, —I....____„ <br />FASTENED PER I I� <br />NOTE .yBELO 4 <br />CONT 21c4 NAILED TO <br />BLOCKING %0 2-12d NAILS I "1 <br />SCALE: N.T.S. <br />Zx ,-w1UB FASCIA <br />•` a ALUM DRfPP EDGE <br />' ALUM F,AS, .I <br />r <br />,_ 1-31-'TRI' PAINTED <br />/ SS NAIL Yd 5116" HEAD <br />DIA._ @ 24" O.C. <br />CONT VENTED OR SOLID SOFFIT <br />tx BLOCKING NAILED TO TOP <br />CHORD vRD EVERY OTHER TRUSS <br />' .9.12d! NAILS, ' YP. <br />i C.f ISLII[LDEI'd,' TO VEP3F1, FZ% VI �E-�1w:yFFIT p4111ATEFedp�L SPAN CAPAbC1T`ES E1 SIEC'm <br />?Nk TliE DE K44PRESSURIzS SPECIF (.,O%1P1DNENI:S AND CLAL)DINIS' <br />1 1- TED IN THE DE SIGN CR7ERIACrJ SHEET SEMI,. <br />2. FOR SOFFITATTA(HiPI Nam` ATArALL (PER ALPHA ALU 1 ;NC- FL '16)544 R5 FIB.. <br />F Cf - NNEL FASTENED TD, <br />- Ct,1LI' vt T NAIL 097 1A lg, -20 i:._ 1001i 'B'" MIN. EMBEDNILNT <br />- Iv Wli:.)OD w! (3) 1R GA. '-4 x 1:4" CROWN STAPLES @ 24" MAX. 0 C. IN DIAMOND <br />PATTERN <br />SUB FASCIA Wd 16 GA & x:. CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SF01 SCALE.- 3/4 1'-V fix" y FOR ALUMINUM M SOFFITS WITH SPANS <br />R'I u+ 11'!=!"23•y?1 1'-4 1 �1T�i1 L Iall'R SIAN BLIII IFR <br />THE S. )FFIIT FL Pik INSTALLATI0N CRITERIA <br />IREFER'TO THEPRODUCT APPROVAL FOIR INSTALLATION DETAILS.- <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 2'-6" TO 4'-0" O.H. <br />k (2) 10d NAILS @ 8" O.C. <br />OVFRygN TO TRUSS TOP CHORD <br />+ + �FNGTN PLYWOOD SHEATHING <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />2X4 SYP — <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />CENTER SO IT <br />PRECAST LINTEL <br />SEE ELEVATION <br />2X2 #2 P.T. MIN. FOR OVER HANG <br />W/J-CHANNEL SECURED (MAX. 4'-0") <br />@24" O.C. FASTENED TO <br />CMU W/ 3" LONG T-NAILS @ <br />24" O.C. <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />SIMPSON HTT4 w/ (18) 1Od 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 WE <br />MSTAM STRAP <br />CCC QLCCT I'19 AAIM <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.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 />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAM10KTA @ 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 <br />EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2' <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • °• a" <br />OVERHANG-L' <br />VERHAN <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'-0" 5'-0" <br />IBM <br />° <br />° D ' #5 BAR <br />CENTERED W/ <br />IN TOP o <br />KNOCKOUT / 04 <br />CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND .REINF. PER PLAN I — •'. D °. <br />° <br />AND SECTION DETAILS -I <br />_I n <br />CLEAN FILL D ° . D <br />DIRT z <br />STANDARD o <br />P 99 HOOK N <br />#5 BAR IN <br />FILLED CELL , - <br />so a d'a `�o®® Q �b, <br />es � • \ O e � . V C ei � . 0 O e . \ 0 e � . <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = V-0" <br />DTE: 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 />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 />M <br />N <br />O <br />N <br />00 <br />.s: _ <br />. 1 o <br />o <br />LO <br />CIO <br />Q <br />�y Z <br />•cwC <br />t pj{I <br />0 <br />z <br />Q <br />> <br />W `0 U <br />M Oq y <br />�> M c 5 <br />N <br />"~ u d co <br />V = a <br />o <br />W o <br />� <br />_ o 0 <br />0 N Q <br />°N <br />v w Qc <br />W <br />70 <br />� <br />L MO 0 <br />0 C3 a a <br />vLd , <br />w Ut <br />LLI <br />LU P w J W 2 0 <br />H � J � Z tY <br />¢ z <br />loco jo <br />Q <br />Q�� JaOaW <br />cn cn � - <br />o���OZOROOM Z�U <br />0 0 <br />z <br />w w- w-� <br />w F- w 0 a. <br />a�w°�la-�ZLLjZ Q ¢ <br />LL <br />0 o oQz§ga <br />LL¢ O F¢LL <br />>i <br />O <br />O <br />Z <br />W <br />0 <br />i/) : ti <br />0 � O <br />Q C/) M <br />C ti <br />I-waM <br />0- 00 <br />Z U <br />wZ� <br />W <br />J O <br />O <br />J <br />AR <br />L <br />2 1 <br />2023 <br />Virt <br />al R <br />vie <br />As <br />ist. <br />nc. <br />Plans <br />Revi <br />w c <br />mp <br />eted <br />and <br />appi <br />0 <br />for Compliance <br />wi <br />h th <br />20 <br />0 F1 <br />30t <br />I <br />®n <br />by ® <br />bra <br />jne <br />I <br />K'a <br />I <br />r,P <br />I <br />O <br />N <br />o <br />N <br />0 <br />N <br />�- <br />N <br />o <br />0 <br />0 <br />0 <br />LOM <br />M <br />O <br />CD <br />CD <br />C <br />CoT <br />O <br />O <br />1 <br />1 <br />1 <br />' <br />z <br />O <br />Nw <br />o <br />0 <br />0 <br />CDI <br />I <br />I <br />L/ <br />> <br />N <br />M <br />I <br />i <br />p <br />�' <br />M' <br />� <br />�^ <br />>- <br />zl- <br />W <br />vJ <br />¢z <br />C)zw <br />co <br />�--+ <br />+� <br />O <br />W <br />v <br />�00 <br />�u� <br />Lo <br />0 <br />awo <br />z <br />IX - <br />(L <br />Lu <br />I w < <br />Ln <br />mr-Lu <br />1- <br />N <br />� <br />O <br />zo= <br />W <br />a- <br />QI_--O <br />LO <br />2 <br />0 <br />m� <br />z�0 <br />O< <br />U <br />J w LL <br />Z <br />�z <br />ZQ <br />�< <br />0U <br />00- <br />W <br />F- <br />G✓ <br />zZw <br />w <br />J <br />� <br />o <br />LAST PLOT DATE <br />4_0 <br />Z <br />0 <br />STRUCTURAL <br />DETAILS - RETRO FIT <br />