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DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />TO PRODUCT P.T. TO PRODUCT <br />APPROVAL FOR TAPCONS <br />CONN. APPROVAL FOR CONN. <br />1x4 P.T. 1x4 <br />3-1/4" LONG X 3/16"I?1 FURRING Ti X 3" LONG FURRING <br />TAPCONS <br />TAPCON. INTO STAGGERED @ 16"'1x8 P.T. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />PER MANUFACTURE 1 DETAIL MASONRY THROUGH <br />1x4 P.T. & 1x8 P.T. 1-1 /211 DETAIL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />itl <br />X4 <br />FURRING <br />(2) ROWS 3116" x 3-1/2" <br />TAPCON @ 16" O.C. & 4" 2X8 <br />FROM EACH END w/ MIN. 1X8 <br />2" EDGE DIST. ATTACH <br />1x8 w/ (2) ROWS 8d NALS 3" DETAIL <br />STAGGERED @ 12" O.C. <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. <br />O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT <br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT <br />APPROVAL FOR CONN.rX4" DRYWALL <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. x. 3-1/2" TAPCON @ 16"1x4 <br />(2) ROWS 3/16 x 3-1/2' O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRIP <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL <br />BUILDOUT � OVER SIZE DOOR -WINDOW ROUGH OPENINGSr <br />SCALE: N.T.S. SS <br />1/4" MAX 2'-0" <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" 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) 2 x 8 BRACE/ BLKG. <br />7/16" OSB X\\ <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 J <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 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 />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B <br />i/4" MAX EMBEDMENT INTO K.) <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 />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />T <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 />- <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL 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 />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 REBI <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />t <br />I <br />+5^ <br />L <br />� <br />NOTCH WEB AT <br />L\ FIRST 2 COURSI <br />"" ­ ;APACI I T = 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" 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 92 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4'/2' 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 <br />SIMPSON <br />2X6 TO 2X4 <br />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) 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 />1/4" 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 />* LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANTPLACE <br />* PRESS PANEL REINFORCING INTO PLACE. <br />„ <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) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <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 />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J <br />IF TRUSSES USED) W/ (2) #6 X 4W' 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" = V-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. <br />TOP WITH MIN. 3" <br />WHERE THIS CONDITION <br />OCCURS <br />COVER <br />6'-0" /- F.F. <br />D � D D — — - <br />-III-111_I I I_II I —III,_ <br />D <br />g ° I —III —III —I II ,III-1 I I <br />D DIII—III — II_ <br />II <br />I EI 11=1 I I <br />D III —III —I <br />I —I I I-11 I. <br />GRADE D. D D I IIII 1I- <br />M p <br />z <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. 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 IAIAfNf'CDTAQI C IAIQTAI I -rinKi <br />FILLED CELL INSTALLATION / H <br />-ETT ARCH PAN AND; <br />a TR _I. "YK" [I L",u9+: `aN <br />SCALE: N.T.S. <br />Zx SLIB I7ASCIA <br />A L Ul hl DR1'P EDOE <br />1- , TRIM PAINTED <br />;^� . L vv' , t EAD <br />E1dEL 1 _ aj . ! <br />F F1Ar NE:L <br />R" '" LI@, <br />t CNT VENTED =.T. ,W Q ILIE 1_101F7!T <br />CII' IJT 2x4 NAILED-1 0 � B'LC' CF lrAG NAILED TO T+ uP <br />F1l r ..'KINIG" "n ti MAII S, f _ �H� RFI F FIR,Y (:dTHIFRI TRI I.. "i <br />rrj TO VERjFY=2PR13=VICjE S0FFIT AA.TE IAL =PAN : FACITzhEDD DASED I <br />TFCR LTa:T f� i SHEET <br />TA g�Lj t,.t,_)l�iv"IP NEI^'�'I "S II c ..AIL„L1111N <br />I�',T E:1`I !=. 3L'r sC...,'ij L....,6 .7�N1.. <br />rI FOR E , ,a'F <br />T1^.1 IT.AT WAI_I._ (PF R ALP AI,t,"fi 1Nf F'.A 11 . � ATI <br />._-L_I Jl_,-T APPR." :' A�,L.,'t F` �.I-1ANNE'L FASTENED T`- <br />y�1 tell.- ,0 `Hk @ 24" O" C. All 5 ., MIN- ENiBEDNIIENT <br />".t . I �. 116 Gk 3L24"x1° " CROWN STAPLES GI 24'° III,AX. OI C:. IN D[ArOCYN 'I <br />PATTERN I <br />STRUCTURAL AL SOFFIT <br />�I ,'..ALE 314' - 1'-0" s p FOR ALU1`I1IN&tl 1 SOFFITS WITH SPANS <br />PP4"; INSTALL 11I11FPF1 lt121321 l R <br />THE S.0FF11 FL FA INS 1 ALLA-HICI 11 <br />�_REF'ER 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'-6" <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />X (2) 10d NAILS @ 8" O.C. <br />O�FRygN TO TRUSS TOP CHORD <br />+ `RNOry z—PLYWOOD SHEATHING <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />/ BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />11 <br />PRECAST LINTEL It <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) 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 M14 <br />MSTAM STRAP <br />CI:AI F. R/d <br />II QW. C:T n7 ANIn <br />z <br />0 <br />LL <br />O <br />w <br />F_ <br />7) <br />U <br />U) <br />2N 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 />A <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 1Od <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" SIDS SCREWS <br />INTO BAND JOIST & (4) 1AN2 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 1st 4 COURSES <br />SOLID W/GROUT <br />° <br />° <br />° <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ° <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <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 RECI'D. <br />1'-0" 5'-0" <br />INISH FLOQ <br />° <br />#5 BAR <br />p 1'0" CENTERED W/ <br />9Q05,D IN TOP <br />KNOCKOUT/ <br />CHAIR BLOCK <br />MONO FOOTING D <br />SIZE AND REINF, PER PLAN <br />AND SECTION DETAILS -I ° <br />-1 z0 <br />CLEAN FILL D ° u <br />DIRT z <br />°.' ° STANDARD CD <br />90' HOOK N <br />#5 BAR IN B <br />FILLED CELL g <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL <br />SECTIONN DDETAETAILS <br />SCALE: 3/4" = 1'-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 ± 211) <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 />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />O <br />4" SAW CUT <br />A SECTION <br />1 SCALE: N.T.S. <br />\/7 LE: N.T.S. 1U 1 ZI`t <br />VIRTUAL REVIEW ASSIST <br />Virtual Review Assist, Inc. <br />Plans Review completed and a oved <br />for compliance with the 2020 FBC 7th <br />Edition by Debra Anne Klahr PX2300 <br />€1 � <br />8 i &0 <br />NO <br />O <br />P(F?y r <br />V B <br />LO <br />O <br />B <br />C0 <br />LID <br />F <br />j <br />z <br />w <br />t; <br />P pit <br />0ig <br />w <br />0 <br />z <br />Q <br />V) N LO E <br />�"� <br />W L o <br />� CO <br />C� N <br />7 <br />UM ) o� <br />O 2 o <br />_D 0 <br />0111111111111 O � Cc)o Q <br />��'1� <br />• —t <br />I..L.I Q,� N <br />^Vi <br />00 <br />W CW <br />OLL Uj w0� <br />�¢ �a'-0 <br />2 <br />L.L U <br />_ <br />Q I— <br />¢� X J Z O� 0 2 U Q� J- <br />o_ o � <br />Ocn�lOZO�00ED zaU <br />O Z <br />�WdW(n.uwWv)�W¢= J <br />Q� a O W Q z W Z O Uj O d <br />LL <br />Ow �H� M W 6 Q <br />0W o E5 <U <br />0 <br />O <br />Z W <br />0 F— <br />>_(n® <br />0 — cM O <br />F <br />QwCM <br />U)-� <br />QWQLq <br />co <br />r <br />oo <br />Z <br />0 <br />W <br />W <br />J0 <br />J <br />Nt <br />O <br />I <br />I° <br />! <br />I <br />I <br />O <br />O <br />O <br />O <br />r <br />O <br />O <br />O <br />I� <br />O <br />N <br />� <br />N <br />O <br />O <br />N <br />o <br />o <br />I <br />I <br />I <br />z <br />O <br />wo <br />o <br />0 <br />o <br />I <br />I <br />! <br />> <br />C.N <br />c6 <br />4 <br />I <br />I <br />! <br />1 <br />00 VJ <br />� <br />z� <br />Qz <br />w <br />C)4-a <br />-1--+ <br />W <br />z <br />0 <br />O <br />o 0 <br />LU U <br />0 <br />goo <br />z <br />F- <br />aka <br />LU <br />rl <br />= <br />(D <br />mPw <br />N <br />N <br />ZOO o� <br />W <br />aI_-� <br />cy) <br />0 <br />z � o <br />z <br />U <br />of <br />aLLJ LL <br />Q0 <br />�z <br />0- <br />M0 <br />W <br />z <br />z <br />z <br />z <br />w <br />LU <br />J <br />o <br />LAST PLOT DATE <br />Z. 0 <br />STRUCTURAL <br />—J <br />DETAILS - RETRO FIT <br />