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3 <br />J <br />ZE <br />0 <br />N <br />LO <br />co <br />c <br />0 <br />N <br />CD <br />0 <br />J <br />m <br />00 <br />N <br />LO <br />v <br />0 <br />N <br />0 <br />M <br />0 <br />I <br />v <br />Q <br />C <br />Q <br />N <br />N <br />a <br />0 <br />E <br />0 <br />v <br />tL <br />U <br />0 <br />i <br />U <br />0 <br />i <br />a <br />0 <br />0 <br />3 <br />c- <br />0 <br />Z, <br />LO <br />O <br />d <br />LO <br />Cn <br />L <br />S <br />a <br />v <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />—1x4 �1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO PRODUCT <br />1x4 1/2" DRYWALL <br />TO PRODUCT <br />P.T. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />%, %/ ' , <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />'/ <br />1x4 P.T. <br />3/16 X 3" LONG <br />'" <br />' <br />" <br />/ /' <br />i <br />1x4 <br />FURRING <br />(2) ROWS 3/16 x 3-1/2 <br />j <br />' <br />1 X 4 <br />FURRING <br />3-1/4" LONG X 3/16"0 <br />/��/ FURRING <br />TAPCONS <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING „ <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />1X8 <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 -1l2" <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. <br />1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN. <br />2" EDGE DIST. <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3116" <br />%/i/ �i <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />i//% <br />ROWS 3/16" 3-1/2" <br />� <br />; '/ <br />x 3-1/2" TAPCON 16" <br />@ <br />1x4 <br />(2) x <br />������ <br />/ <br />O.C. & 4" FROM EACH <br />FURRIN( <br />TAPCON @ 16 O.C. & <br />END w/ MIN. 2"EDGE DIST• <br />jj <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 />2x8 <br />�., nC•rA 11 <br />•1 /AII <br />n�TA 11 <br />STAGGERED @ 12" O.C. <br />1_1 mit IIFTAII <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 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 <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. Eq <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 />THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR-/, <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />1/4" MAX <br />Ir <br />HSOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK —� <br />2 x 8 BUCK - CONNECT TO BLOCK <br />2'-0" <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO .) <br />Z-0" <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 B <br />NAILS 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—_BTWN. <br />ANCHOR INTO ARCH BLKG. <br />OSB ARCH FACES W/ (4)10d NAILS 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 />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 DIAGONAL 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. RAID. <br />SECTION <br />B-B <br />8" <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 I I4' MAX. RAID. <br />PROPER INSTALLATION MAx.B <br />#5 REB, <br />(TYP,) <br />STD. 90' <br />FILL SOLID <br />HOOK (1 <br />BOTH CELLS <br />ti <br />NOTCH WEB AT <br />+5A <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"xi 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 4Y? 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 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 />I <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 <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 />„ <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 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) <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 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" -11 SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />i <br />i <br />`— FILLED CELL PER <br />FOUNDATION PLAN <br />04111, UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />kR ` <br />® <br />#5 REBAR (TYP,) ' <br />I <br />' <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ 'l <br />6" O.C. EDGES AND 12" O.C. FIELD -~' <br />1 <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />STD. 90° HOOK (TYP) <br />` I� <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />YP,) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />— <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />' <br />� <br />SIMPSON HGAMI OKTA @ 12" O.C, <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />' +2 NOTC F� @ FIRST COURSE <br />` <br />rHE '' <br />:S <br />` ` <br />- <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />FILLED CELL INSTALLATION <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />BRG WALL TYPE <br />PER PLAN <br />F CHANNEL, <br />FASTENED PER <br />NOTE 2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (*") <br />SCALE: N.T.S. <br />2x SUB FASCIA <br />ALUM DRIP EDGE <br />• ALUM FASCIA <br />1-314" TRIM PAINTED <br />SS NAIL w/ 5/16" HEAD <br />DIA. @ 24" O.C. <br />CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. (**) <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />- CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE <br />G; <br />STRUCTURAL SOFFIT <br />/ S FD SCALE: 3/4" = 1'-0" (**) FOR ALUMINUM SOFFITS WITH SPANS <br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />#5 CONT. TOP & MID OCCURS <br />WITH MIN. 3" COVER 6-0" <br />�I I F=I 1T� '1 = <br />P o — — r <br />g . _lI C _ITi�11_TI�jTj, �jTl- <br />I- <br />=1 <br />;111 F <br />GRADE�— <br />e <br />M Q <br />z <br />T �G 0. <br />a �p <br />(2) #5 REBAR. (1-STORY) <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />Of <br />SECTION AT DEEP MONO FOUNDATION <br />REV. 07.28.21 SCALE: 3/4" = V-0" <br />?x <br />TRUSS <br />2X4 SYP EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />a * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. <br />OCFNOrN (2)10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />+ PLYWOOD SHEATHING <br />+ + <br />+ <br />BLOCKING AS <br />+ REQUIRED TO <br />+ + <br />IN My <br />+ SUPPORT SOFFIT <br />/ CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4' 0") <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = V-0" SS <br />c�� curt=T n� ntin <br />SIMPSON HTT4 w/ (18)10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIEDW/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE:3,-t - <br />x <br />z <br />O <br />M <br />U_ <br />O <br />w <br />U <br />I— <br />M <br />U <br />CO <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 />d <br />a: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. • ° <br />OVERHAN s <br />•, ,° <br />° <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI D. <br />1'-0" 5'-0" <br />INISH F <br />' rr " AO' <br />, ° ► .. ' #5 BAR <br />p. 10 A ° : CENTERED W/ <br />�.; Ali. H IN TOP o <br />1 .1° > • d KNOCKOUT / N <br />-- ; ° CHAIR BLOCK <br />D. <br />MONO FOOTING a >A <br />SIZE AND REINF. PER PLAN °. <br />AND SECTION DETAILS - - <br />CLEAN FILL it <br />A <br />DIRT ? Z <br />°• ° STANDARD o <br />90 HOOK (�I <br />#5 BAR IN <br />FILLED CELL, <br />.� <br />VK <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" = 1'-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 />4" SAW CUT <br />A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />N <br />c <br />c, <br />C:) 1S <br />Eto <br />N 7 p <br />N -G � L <br />o w <br />_ <br />,�v4a <br />N E A <br />is o <br />c. u <br />-d <br />ed <br />w <br />e•• <br />y <br />F L0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />a � <br />C <br />N o <br />ei CA N 0 <br />ik LL <br />J <br />C <br />.4 N MJ v � LL <br />JLL LL: W <br />19 <br />Z u C a <br />_ 4 <br />13 <br />gg <br />�i ='F N O <br />1 <br />Z co <br />co Z Q <br />co <br />IL <br />N <br />zO U <br />L) <br />W ❑ ❑ <br />M rn <br />C' O <br />— � o <br />z co <br />z � � <br />J <br />N <br />V) z <br />(D o <br />N <br />LL <br />4� <br />V <br />0 W o <br />N c w <br />�N <br />L <br />1— <br />bigJ E <br />S <br />Imo.. <br />= w d <br />U a In <br />o <br />a N 0 <br />m <br />C0 <br />W <br />M <br />� � <br />o <br />Z <br />z <br />a <br />i�i <br />2 O <br />� O <br />N <br />� <br />!j_ O <br />Et..� <br />z <br />Ze <br />0 ¢ <br />([i <br />H C <br />N <br />Q 0 <br />R o <br />R. <br />O¢ <br /><Z <br />W o <br />O <br />0V <br />O< <br />W W <br />W� <br /><omo <br />WM <br />� � <br />� <br />o <br />Z <br />z z <br />> <br />2 ?� <br />o< <br />Z <br />go <br />a <br />W <br />ao <br />W <br />�� <br />I <br />wZ <br />=F <br />Wo <br />o <br />C <br />V <br />za <br />ar <br />c <br />•o <br />;n <br />LO <br />J <br />LO <br />Q <br />c� <br />/LO�{J� <br />L <br />T <br />� <br />� <br />N <br />J <br />f'T <br />T <br />�! <br />T <br />U <br />0 <br />N <br />00 <br />coLip <br />Q <br />C) <br />I <br />N <br />00 <br />o <br />LO <br />04 <br />Q r <br />T <br />m <br />M <br />T LO <br />z <br />z <br />vi <br />E d- <br />m <br />n <br />E <br />U 76 <br />Q 0 <br />c <br />� <br />JOB <br />NO : 22-06463 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />