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1/4" MAX 2'-0" <br />it SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK ---- <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT — APPROVAL FOR CONN. <br />APPROVAL FOR CONN. 1x4 <br />1x4 P.T. 3/16" 0 X 3" LONG <br />3-1/4" LONG X 3/16"0 FURRING FURRING <br />TAPCON. INTO TAPCONS <br />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 />1X4 <br />(2) ROWS 3/16" x 3-1/2" FURRING <br />TAPCON @ 16" O.C. & 4" 2X8 <br />FROM EACH END w/ MIN. LL1X8 <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 />@ TO PRODUCT <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT <br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" 1x4 <br />O.C. & 4" FROM EACH FURRIN <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST, <br />4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ <br />2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 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 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) 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 />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 />1-112" THK. OR MORE BUCK WITHIN 6'" MIN. OF START OF ARCH <br />ARCH DETA:L 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) 10d 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 />1/4" 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 />PROVIDE 2 x 8 DIAG. BRACE BTWN,,NAILS <br />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 />CREW <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 K"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 />#5 REB, <br />(TYP) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />- <br />L <br />NOTCH WEB AT <br />+5„ <br />I-z <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" 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'Y2' 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 <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 />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 />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />ar: <br />SEALANT <br />PRESS PANEL REINFORCING INTO PLACE. <br />6. <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 <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2' WOOD <br />SCREWS @ 16" Q.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. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6-0" I F.F. <br />x-40­ <br />D D .. D <br />=1I I=1I I=1I I=1 I I=1I I- <br />D — <br />D III_II1=III <br />I-1I1=1I1 <br />D ° 111-1 I 1—I <br />1=1 I I —I I I <br />GRADE D .. p D iI1I„I I I- <br />04 <br />CY) p <br />z <br />N eD <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA, WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = 1'-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />,R <br />YP.) <br />fHE <br />S <br />11K1AnnC:DTADI C IAICTAI I TInK1 <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. SS <br />}E- ARCH FL.� gkND <br />PRE-ENG TRL5S0ESIk11N <br />-Z== =. n7'= I _=a .riiV <br />E C <br />I® R <br />ALUM, F <br />RE- PLAN 1 <br />HAIL -L - I <br />FASTENED PIR I .. .._ <br />OAF 2 B F1 .tSs, I � -1 _ _ _ITT ENTELs OR E <br />1 t hl i' 114 NAILED TO <br />BL'O KINCi NAILED TO Tw V <br />v .; 1 .,1 ... ILo" <br />1. -G.C.I BUfLDEF T+m1"'Er 1F ' V �? `"iE3E t FI Ni N1.47EP.I,AL SPANI :D,A`FACIT <br />ONE h4L'C�E;�,-I•�'_ E�S;mIi-'�.� ;�P��,{°-IEL� 1tW I� �__,,.9I-'�W�NIEPT�.�e��L� �y�.� '',',. _ r-:._,. <br />LISTED IN THE DE: IIGN CRITEI-]A ON SHEET SN, <br />FOR SnFFiT INC- <br />A 11A (HME IWY N SIT #T1 VuAA�I /�I=1�PHA� "A1 I,1�,9'_ . Fl._A i6u4.., <br />R-O _ICT APPR1 iAL) F CI FA T,-j. <br />.1t' .. T NAIL .L� E1 .� 4 NI N E1,1 EDNIENT <br />N"r Ds � :31 I A :a 4 � 1'`4 ` M _ .. N, � 1 ,LEA` t° L'4 ,MA,; . D `x.. IL . ' I _ <br />' i EYk�', ,� STRUCTURAL SOFFIT ,F SIT , <br />1 .S ALE a_ 1 �. F;TS �. <br />Rc V il 23 2G21 E'- INSTALL kAID PAN BL0r'* <br />THE _SOFFIT FL PA IN STA.LLA.h, <br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATIIO i DETAILS. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />x (2) 10d NAILS @ 8" O.C. <br />OV�RygN TO TRUSS TOP CHORD <br />+ + C�NC'Ty PLYWOOD SHEATHING <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + G(1FFIT <br />2X4 SYP d <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />2X2 #2 P.T. MIN. <br />FOR OVER HANG <br />W/J-CHANNEL SECURED <br />(MAX. 4'4') <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" <br />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 5 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR WE <br />MSTAM STRAP <br />CGG (ZI-IGGT n) 41VI1 <br />z <br />0 <br />U) <br />LL <br />O <br />W <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />BOTTOM PLATE W/ 8d 4" <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O. <br />O. 2 ROWS STAGGERED <br />D <br />2x BAND JOIST W/ FACE NAIL 1Od <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 HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/41 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 SCALE: N.T.S. <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 V2" ° <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ° <br />OVERHAN <br />° <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 />INISH F <br />7' D Ali <br />° ° D #5 BAR <br />DD CENTERED W/ <br />90` H D IN TOP o <br />_ D KNOCKOUT/ N <br />CHAIR BLOCK <br />° <br />MONO FOOTING D <br />SIZE AND REINF. PER PLAN I — D <br />AND SECTION DETAILS -I <br />CLEAN FILL J( D °. ° ° <br />DIRT z <br />°. STANDARD o <br />P 90' HOOK N <br />#5 BAR IN <br />FILLED CELL T <br />a� <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 MAR 2 5 2023 <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />Q <br />� <br />�' <br />Virtual Review Assist, I <br />Vproved <br /><flans <br />¢p <br />Review com leted and <br />#5x6' EMBEDDED INTO <br />for compliance with the 2020113C 7th Edition <br />EXISTING FOOTING <br />by Debr Rggd(48100 <br />Cn <br />CD <br />FILLED CELL <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />4" SAW CUT <br />A SECTION <br />EXISTING FOOTING <br />SCALE: N.T.S. <br />RETROFIT <br />FILLED CELL DETAIL <br />SCALE: N.T.S. <br />i <br />N <br />N <br />N <br />a <br />N <br />"f <br />LO <br />:Y <br />00 <br />r< <br />d _•• <br />i �.%e s � g j <br />Nil <br />Q <br />z <br />O <br />0 <br />z <br />0 <br />> <br />W L `D � <br />cM w ` <br />to M <br />N V -0 m <br />r <br />0oo B o <br />} <br />s� Q <br />U w aN <br />W L pO E" <br />aCL a) <br />W <br />U <br />� u.i u%LLI Ld <br />H Q X W< zlx z <br />Q <br />Q0X_jZ�����UOp��9 <br />CyWO <br />W0ztR00M2M <br />0 O <br />EL <br />zWwOo�opQ <br />LL <br />¢~W0zHe <br />pW p � 0Qz ¢ <br />,LLa o �QLL <br />O <br />O <br />N <br />Z <br />0� <br />> U) 0 <br />�M O <br />< J � <br />U) U_ ti <br />LO <br />ZI—RWM <br />zv� <br />WZ� <br />W <br />0 <br />O <br />J <br />Cfl <br />N <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />O <br />o <br />O <br />o <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />1� <br />N <br />N <br />� <br />N, <br />O <br />�oCD <br />z <br />0 <br />NLo <br />01fW <br />o <br />0 <br />0 <br />0 <br />> <br />�� ^r VJ 00 <br />z� <br />Qz <br />w <br />o -I--+ � <br />W <br />Zcn <br />0 <br />Lu00 <br />0 <br />0�� <br />Z <br />ILXa <br />i— <br />�WQ <br />r-1 <br />= <br />m � w <br />(V <br />C7 <br />~F-o <br />NW <br />�O� <br />W <br />gI—� <br />0 <br />QWo <br />�■ <br />� <br />U°z <br />ry <br />z <br />Z <br />F <br />U <br />J <br />00a <br />m <br />z <br />z <br />z <br />w <br />W <br />J <br />N <br />N <br />0 <br />LAST PLOT DATE <br />z 0 <br />STRUCTURAL <br />DETAILS - RETRO FIT <br />