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DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 <br />1/2" DRYWALL <br />P.T. <br />TO PRODUCT <br />TO PRODUCT <br />PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONr2X8 <br />A <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />3-1/4" LONG X 3116" 0 <br />1x4 P.T. <br />FURRING <br />3/16" 0 X 3" LONG <br />TAPCONS <br />FURRING <br />ROWS 3/16" x <br />FURRING <br />INTO <br />STAGGERED @ 16" <br />T O.C.& <br />TAPCON @ 16" .C. &TAPCON. <br />BLOCK@ SPACING <br />1 <br />„ <br />DETAIL <br />1x8 P.T. <br />O.C. 2-ROWS INTO <br />FROM EACH END w/M. <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL <br />1x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1x4 P.T. & 1x8 P.T. <br />DOOR JAMB (REFER <br />TO PRODUCT <br />APPROVAL FOR CONN. <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. 1x4 1/2" DRYWALL <br />EACH END W/ MIN <br />TO PRODUCT <br />2" EDGE DIST, <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />x 3-1/2" TAPCON @ 16" 1x4 <br />(2) ROWS 3/16" x 3-1/2" <br />O.C. & 4" FROM EACH FURRIP <br />WP9.T. <br />TAPCON @ 16" O.C. & <br />END w/ MIN, 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. <br />ATTACH SECOND PLY w/ <br />AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" 2x8 <br />2x DETAIL <br />2 1/4" DETAIL <br />STAGGERED @ 12" 0` 3-1/4" 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 31/4" 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 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) 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) 1 Od 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 K"J_�_ <br />SCALE: N.T.S. Q —S <br />,) <br />INSTALL WDW. SCREW ANCHOR­'i <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />21-0" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO <br />it SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA, END <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />B-B ARCH DETAIL K <br />SCALE: N.T.S. SS <br />2'-0" <br />SECTION <br />A -A <br />81' <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) 10d NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN, OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />81, <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 />EQUAL 4' MAX. RAID. <br />PROPER INSTALLATION MAX' 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(NP,) <br />STD. 90' <br />HOOK (1 <br />F/ <br />1. '�'L <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"x1 1/2" SIDS <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"x21/4" 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/ i <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 />LA <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 />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 />I <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 />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 />:.::. <br />SEALANT <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 NOTE: <br />REMAIN FREE OF MORTAR. <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 MAYBE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6'-0" F.F. <br />°. <br />D <br />1-111 111=1=—J I_I=1L=1T1 <br />D — <br />D — - <br />1I <br />D° I I I —I I El 1 <br />GRADE p p . p,I I I_ „III I- <br />° <br />N R <br />M z \ <br />T �D <br />° <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. Of COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-O" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />1R <br />YP.) <br />THE <br />:S <br />01\IIrATA7 -lob rA 70-iIrally <br />FILLED CELL INSTALLATION rH <br />SCALE: N.T.S. <br />a SEE ARCH PLAN AND <br />PIKE ENU HLISS DESIGN <br />SEF NOTE I FtFLO141 <br />.. <br />� 2X S f I <br />R' • ..,._. ALEJ <br />-- <br />_4 <br />ERG WALL TYPE --j -- -*- j � _ "� ; r- ALU` r=,.� <br />PEP PLAN I 1 314 1 =,1', FF4 <br />F= r.;`HANNI=L, —F=_ I CIIA , <br />FASTENED PER <br />COTE A - I EtOV _I- _ h,y( 1 CONT VENTED OF I.. T <br />CONT ix.4 NAILED TI C, . B COCKING NAILED TO T <br />SLIX,:KIND= w/ -12d NAILS CHORD EVEP:Y 01-HER TRI .' <br />w13-12d NAILS, TYP. (**j <br />G.C1 BUILDER TO VERIFY•'PROVIDE SOFFIT MATERIAL SPAN CAPAC .T. <br />ON THE DESIGN PRESSURES SPECIFIED FUR C OtAPONENTS AND C _ <br />LISTLIST SOFFIT <br />1N THE DESIGN CRITERIA ON SHEET SN. <br />FIT ATTACHNIFNT AT WALL (PER ALPHA. Ai..t.IM INC FL# 16 = <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />CIOU w T RAIL .0'97" DIA @ 24" O C. tl Er°' NIIN EMBEDMENT <br />WOOD w" (3) 16 GA., _,r4`xIA` CR'C `VNN STAPLES @ 24" MAX. L-C. a <br />PATTERN <br />SUB FASCIA wP lb' GA, V4"x1l4" CRC VM STAPLE (4_ EACH (.;RU) . <br />STRUCTURAL SOFFIT <br />SCALE' `-= 1` 0" I"k, FOR ALUMINUTA SOFFITS V, T <br />RF: V 01 23 X 2 1 3 V-4 ", INSTA. L MID SPAN BL(Y I ` I _ <br />I HE SUFF1T FL PA INSTIALLA I I+ t: -: <br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DE"T 412•. <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 />O�FR/ygN TO TRUSS TOP CHORD <br />�F <br />+ + NGTN PLYWOOD SHEATHING <br />+ + BLOCKING AS <br />+ REQUIRED <br />TO SUPPORT <br />TRUSS + SOFFIT <br />2X4 SYP L s + <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />SCHED. 7 <br />ENTER SO IT <br />PRECAST LINTEL %% j <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 rM <br />SCALE: 3/4" = 1'-0" SS <br />CCC CLJCCT n7 AAIn <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 MIq <br />MSTAM STRAP <br />SCAT F-1/4 <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 />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 HGAMI OKTA @ 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 EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FILL 1st4 COURSES <br />SOLID W/GROUT <br />:f <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ' <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN .y <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 REO'D. <br />1'-011 5'-011 <br />INISH FLO <br />> p D <br />° <br />° D #5 BAR <br />p 1.0" e ° a CENTERED W/ <br />p ° s H D IN TOP o <br />_ p KNOCKOUT/ N <br />° CHAIR BLOCK <br />_I I_ ° <br />MONO FOOTING M I <br />p' <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS _' <br />_I ° <br />CLEAN FILL D ° <br />DIRT Z <br />STANDARD CD <br />#5 BAR IN <br />0 90' HOOK N <br />FILLED CELOv <br />L <br />r �• V �® c.• O V e- A• 9 O v- �• 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 />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />)NTACT 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 />z <br />0 <br />Cn <br />ti <br />0 <br />W <br />U <br />UL <br />U <br />Q <br />i <br />-V� <br />, <br />J <br />p. <br />jjLLff a <br />i .. <br />(A <br />/4) <br />'Lo- <br />E <br />W <br />011 <br />U <br />MN <br />— <br />V <br />�a� <br />to <br />M <br />_D 0 <br />° LL- g <br />u <br />Q <br />.N <br />N <br />U <br />LU Q p <br />E <br />5 <br />W <br />M <br />Q <br />O a <br />0L Uj W°H <br />LU W W~Q it Ix zw Z <br />W W � J O� of U) LL U 0 0_j 0 <br />Q Q V =°0Q ZLLL0Z2 0�~a¢ <br />C 0 °LaW°wWWU),it< � <br />� O� z <o �LU FZ w6mo IL <br />Y Q <br />OLL Q C]� L ¢ <br />f <br />O <br />O <br />0 Lu <br />> 'DDO <br />rn O <br />QLn JIn <br />((� LL <br />Ce d M <br />ce <br />Q U Q 00 <br />Z U F__E <br />W <br />W _jC <br />N <br />N <br />O <br />N <br />i <br />O <br />N <br />O <br />i <br />O <br />c <br />CO O M O O O <br />O O O O O O O <br />CV N N <br />O O O C70 CV A <br />M CN O r <br />4 O O CV <br />O O O O •— O <br />0O <br />CO r' 0 0 0 0 O C) <br />1 �/�� Z Z <br />CO v/ z0 <br />W Ld <br />O Q <br />U zIx W <br />W P <br />< I.— W Z�?co 0 le <br />4" SAW CUT Z I— z <br />i— L O <br />A SECTION Q �Q w o �: ' <br />EXISTING FOOTING - Z 1� Z of <br />of <br />1 SCALE: N.T.S. M 0 g 2 w <br />RETROFIT FILLED CELL DETAIL � z v=QZ <br />O <br />SCALE: N.T.S. r y '\1' Z ~ U <br />O O a <br />MAY � 00 Q <br />Z <br />z <br />W <br />VR/\ z <br />O <br />VIRTUAL REVIEW ASSIST W 0 <br />LAST PLOT DATE <br />Virtual Review Assist, Inc. > Feb. 21, 22 <br />Plans Review completed and approved . . <br />for compliance with the 2020 FBC 7th z 0 STRUCTURAL <br />Edition by Debra Anne Klahr PX2300 . J DETAILS—RETRO FIT <br />(2) #5x6' IN CONC. <br />FILLED CELL <br />