Laserfiche WebLink
_ L 1, n .e, <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1x4 P.T. <br />Q1 X 3 LONG <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />FURRING <br />TAP <br />TAPCONS <br />TAPCON. INTO <br />STAGGERED @ 16" 1x8 P.T. <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO <br />PER MANUFACTURE <br />MASONRY THROUGH <br />-1 /211 DETAIL <br />1x4 P.T. & 1x8 P.T. <br />3A 6" x 3 -1/2" <br />TAPCON @ 16" <br />1x4 P.T. <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCT <br />APPROVAL FOR CONN.APPROVAL <br />FOR CONN.(2) <br />02"EDGEDIST. <br />ROWS 3/16" x 3-1/2" <br />TAPCON @ 16" O.C. & <br />4" FROM EACH END w/ <br />2x8 p.T. <br />..Q'D <br />MIN. 2" EDGE DIST. <br />2x DETAIL <br />2 1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3114" 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 />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 rT�_ <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />11 2,-0„ <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BI_KG. & BUCK <br />SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" TAPCONS <br />DOOR JAMB (REFER*4"2X8i <br />Z UlST VVMLL <br />TO PRODUCT <br />APPROVAL FOR CON <br />1X4 <br />(2) ROWS 3/16" x 3-1/2FURRING <br />TAPCON @ 16" O.C. &FROM <br />EACH END w/ M.8 <br />2" EDGE DIST. ATTACH <br />1x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />STAGGERED @ 12" O.C. <br />DOOR JAMB (REFER <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />1x4 <br />1/2" DRYWALL <br />2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" <br />1x4 <br />O.C. & 4" FROM EACH <br />FURRING <br />END w/ MIN. 2" EDGE DIST. <br />ATTACH SECOND PLY w/ <br />(2) ROWS 10dx3" <br />2x8 <br />STAGGERED @ 12" O.C. <br />q-1 IA" nPTA I I <br />—LEAVE A CUTOUT 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) 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 ) <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 />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 />7116" 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 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. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />+5A <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />I—— ;APACI I Y = 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 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'/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 />ALL <br />(5) 12d NAILS SIMPSON <br />i <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />/ <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 />If 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 />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 />SEALANT <br />* PRESS PANEL REINFORCING INTO PLACE. <br />„ MIN P 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 BYE / <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'/z" 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" I F.F. <br />° <br />1=1T_IW 11=1 11=-1 I 1=1 I <br />g —III—TI,�I I I. E;I I F <br />—I�II�ITI <br />I=1 I I ' <br />GRADE <br />CV ° q <br />M z <br />T � P <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. 01 COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />A <br />YP.) <br />THE <br />:S <br />I IKIA/+/%Cr)TADI C IKIQTAI I TI^KI <br />FILLED CELL INSTALLATION I H <br />SCALE: N.T.S. Ss <br />SEE ARCH PLAN AND <br />PRE .FNG TRUSS DESKGN <br />SEE NOTE `l BELOW <br />^.r - 2x SUB FASCIA <br />f ALUM DRIP EDGE <br />BRG WALL TYPIE � � - ALUM FASCIA <br />PER PLAN! I r 1-W' TRIM PAINTED <br />I SS NAIL wi 506" HEAD <br />F CHANNEL —I--- r- — ILIA q) 24" O.C_ <br />FASTENED PER I <br />NOTF 2 BFLO ^J I°i 1- CONT VENTED OR SOLID SOFFIT <br />CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP <br />SILDGKING vol 2-12d NAIL" ['%) CHORD EVERY OTHER TRUSS <br />W 3 12d NAILS, TYP. ("") <br />1. G.C./ BUILIDER TO VERIFYtPROVIDE SOFFIT MATERIAL SPAT` CAPACITIES BASED <br />ON THE DESK..3N PRESSURES SPECIFIED FOR COMPONENTS AND CA -ADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SIN. <br />FOR SOFFIT ATTACHNIENT AT WALL (PFR ALPHA ALLMA INC FL# 16544 R5 FL <br />PRODUCT APPROVAL) F CHANNEL FASTENED 10: <br />- CMU wl T WL R97" DIA. ,°i_ 24" I .C. / 3,18" PAIN. EMBEDMENT <br />- WOOD mx,l R3) 16 GA„ 3,+4"xIA' CROWN STAPLES din 24" MAX. O,C. IN DIAMOND <br />PATTERN <br />SUB FASCIA wi 16 13,A_ 314"x1J'4 4sROVV`N STAPLE Cq� EACH GROOVE <br />STRUCTURAL SOFFIT <br />SFv{ 1 SCALE: 3)'4"=1'-0" f ") FOR ALU NUM SOFFITS WITH SPANS <br />REV. 09,2.3.2021 ;4 1'4"_ INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FL PA INSTALLATION 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 2-6" <br />* DOUBLE 2x4 SCAB FOR 2'-`?" TO 4'-0" O.H. <br />x0 (2) 10d NAILS @ 8" O.C. <br />�FRygN TO TRUSS TOP CHORD <br />�F <br />+ + NOry PLYWOOD SHEATHING <br />.+F + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />2X4 SYP L . . <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. <br />/ <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 F <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SrALF- 3/4 <br />OCC OUCCT Ill AKIM <br />z <br />0 <br />LL <br />0 <br />W <br />LL <br />U <br />T <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED>01 <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)1/4x1 1/2" SIDS 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 />IRSES <br />UT <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 REQ'D. <br />1'-011 5'-01' <br />NISH FL <br />L+ ? d> <br />o .. #5 BAR <br />p 1'0" : p , ° CENTERED W/ <br />' q <br />9 H' 30 IN TOP o <br />_ , KNOCKOUT/ �I <br />—� _ _ ; ° CHAIR BLOCK <br />MONO FOOTING D <br />SIZE AND REINF. PER PLAN 71 ( <br />AND SECTION DETAILS —1 <br />CLEAN FILL <br />DIRT z <br />STANDARD c <br />90' HOOK N <br />#5 BAR IN ° <br />FILLED CELL <br />a �. v♦ o �. <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 />I EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />El <br />4" SAW CUT <br />SECTION <br />SCALE: N.T.S. <br />SEP08222 <br />VIRTUAL RCVIL,'J ..-S'0T <br />Virtual <br />Plans Review ccinplEted and a+ Y <br />for compliance with the 2020 F3 7t <br />Edition by Debra Anne Klahr PX2300 <br />SCALE: N.T.S. <br />N <br />fp <br />Ln <br />00 <br />s. <br />a <br />...•nP [ a C' <br />iA <br />.. <br />¢ <br />w <br />' <br />,'1 iy� �'�*•w <br />O <br />Q <br />,q� <br />w <br />z <br />ILA) <br />CU <br />W V EOM <br />M' <br />Ln U <br />E L i co <br />= m Q <br />U <br />aa� C < <br />N E <br />C. o co <br />I0 0 a <br />v, <br />LU w <br />V' w <br />LLI In W 0 F <br />W HQ LY�� W -90 Z <br />Q0�O�tY�LLUO0 JO <br />Q Q <br />0 <br />�(�X ZLXiLL0Zi011F-Q_' <br />°Md0 <br />0 000 <br />O2000OZZ <br />u5W8-> �zWLU nccx<0 <br />CL <br />0 <br />Z <br />Q~wOW��ZWz23M �¢ <br />i <br />O <br />0 <br />Z <br />LU <br />OI­_ <br />(n O <br />U) CCM C:) <br />Lq <br />W <e LO <br />�11f12M <br />�a-2_ <br />0 <br />Z U F- <br />Z <br />W <br />w� <br />J 0 <br />N <br />N <br />O <br />N <br />I <br />ti <br />N <br />I <br />O <br />O <br />CO <br />LOCp <br />by <br />N <br />O <br />O <br />r <br />0 <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />CD <br />N <br />N <br />N <br />I <br />OO <br />9 <br />Lo <br />I <br />00 <br />OI <br />A <br />" <br />r <br />o <br />N <br />o <br />0 <br />� <br />c <br />,^ <br />CO <br />Z Z <br />O <br />C)-6-011 <br />0Wco <br />O <br />Uo <br />—��4 <br />�WW0- <br />LO <br />-0 <br />V) <br />Zwlz-¢ <br />Q <br />~0002 <br />Z�-=z <br />j J <br />N <br />Z <br />w <br />2 Z � <br />M <br />CL <br />Z Z LL_ <br />CV <br />w N <br />Og2z <br />r— <br />¢ <br />V�zz <br />Z <br />�QO <br />Z <br />U <br />U <br />J <br />0 <br />_o <br />W <br />� <br />¢ <br />Z <br />Z <br />Z <br />LLj <br />WC14UI <br />r— <br />LAST PLOT DATE <br />Apr. 26, 22 <br />Z <br />O <br />STRUCTURAL <br />J <br />DETAILS—RETRO FIT <br />