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3 <br />J <br />W <br />M <br />LO <br />-01 <br />0 <br />o- <br />311 <br />0 <br />a <br />J <br />N <br />C> <br />0 <br />I <br />i <br />N <br />LO <br />0 <br />iC> <br />v <br />tn� <br />.o <br />i <br />o, <br />c <br />0 <br />1-1 <br />1--- <br />1'M <br />0 <br />i <br />0 <br />a <br />FE <br />co <br />N <br />0 <br />v <br />c <br />J <br />CL <br />•U <br />0 <br />a� <br />1.i <br />M <br />0 <br />LO <br />0 <br />0 <br />t2 <br />LO <br />0 <br />0 <br />a <br />Z <br />Uj <br />w <br />x <br />a <br />m <br />0 <br />N <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 />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 P.T. <br />b� „ <br />1x4 <br />1 X 4 <br />� FURRING <br />3-1/4" LONG X 3/16"0 <br />❑ . [ <br />FURRING <br />3/16 0 X 3 LONG <br />FURRING <br />(2) ROWS 3/16" x 3-1/2" <br />TAPCON. INTO <br />TAPCONS <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4" <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />1x8 P.T. <br />FROM EACH END w/ MIN. <br />2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 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 />3116" x 3 -1/2" <br />lx4 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 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <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 />2x DETAIL <br />2 1/4" <br />DETAIL <br />STAGGERED@12"O.C. <br />3-1/4" DETAIL <br />BUILDOUT �a OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />CC <br />SCALE: N.T.S. <br />SS <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 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 J <br />SCALE: N.T.S. SS <br />INSTALL WDW. SCREW ANCHOR <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 B1 <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 />,r SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />�1/4" MAX EMBEDMENT INTO <br /># 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 T <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 rK <br />SCALE: N.T.S. SS <br />— SECTION <br />A -A <br />8° <br />1/4" x 3 1/4" TAPCONS <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 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 4' MAX. RAID. <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90' <br />HOOK (1 <br />+5n <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" 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%" 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 />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 />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 />IF TRUSSES USED) W/ (2) #6 X 4'h" 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" SS <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 />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <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 MAYBE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP &MID OCCURS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER 6'-0" <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />Ac <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o ° o t <br />REINFORCING AS FOLLOWS: <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />p o <br />� I <br />* PRESS PANEL REINFORCING INTO PLACE.—��— <br />ITf 1T <br />PANEL REINFORCING WITH UPPER HALF AND TROWEL <br />COVER A L C NG U OF MORTAR BED 0 <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />.DIII—III-- <br />— — <br />(— <br />SMOOTH. DO NO FURROW. <br />o III <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />III -I I (- <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />GRADE u, p _ ° of i r- <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c� ° Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M z . <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />T • P <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. (1-STORY) <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 />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <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 />SECTION AT DEEP MONO FOUNDATION <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 />REV. 07.28.21 SCALE: 3/4" = 1'-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />— FILLED CELL PER <br />FOUNDATION PLAN <br />kR <br />YP.) <br />fHE <br />S <br />® UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />#5 REBAR (TYP) <br />TD. 90° HOOK (TYP.) <br />LJ <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S, SS <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />nrr kl� n MM �bn, <br />BRG WALL TYPE <br />PER PLAN i <br />2X2 #2 P.T. MIN, <br />FASTENED PER NOTE <br />2 BELOW <br />CONT 2x4 NAILED TO <br />BLOCKING w/ 2-12d NAILS (**) <br />ALUM DRIP EDGE <br />2x SUB FASCIA <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. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />SF01 STRUCTURAL SOFFIT <br />SCALE: 3/4" = V-0" ( ) FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />+ 4FNQTN <br />+ + <br />+ + <br />t + <br />+ + <br />+ <br />TRUSS <br />2X4 SYP — <br />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 2'-6" <br />* DOUBLE 2X4 SCAB FOR T-6" TO 4'-0" O.H. <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />PLYWOOD SHEATHING <br />BLOCKING AS <br />+ REQUIRED TO <br />�\ + SUPPORT SOFFIT <br />CENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSIONrM <br />SCALE: 3/4" = V-0" SS <br />CFF SHFFT nq ANTI <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 MIS <br />MSTAM STRAP <br />SCALE:3,Y - <br />Z <br />O <br />M <br />UL <br />O <br />LU <br />v <br />U_ <br />I— <br />U <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />�--ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />---2x BAND JOIST W/ FACE NAIL 1 Od <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) 1/4xl 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 1st 4 COURSES <br />SOLID W/GROUT <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 1-011 51-0 <br />1 <br />1 <br />INISH FLOQR <br />° . .. �.. <br />'•Is ' ' '' > 'gyp <br />#5 BAR <br />D. 1'0" CENTERED W/ g <br />o . • 9 ° IN TOP o <br />° > KNOCKOUT/ N <br />° CHAIR BLOCK <br />MONO FOOTING a e e <br />SIZE AND REINF. PER PLAN °• <br />AND SECTION DETAILS <br />CLEAN FILL .o ° • ° <br />DIRT a z <br />STANDARD o <br />90" HOOK N <br />#5 BAR IN <br />Ij -- <br />FILLED CELIf <br />L, , <br />s° <br />��• \���®• ♦�i s• ♦cos• \���s• <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 />DNTACT 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 />(2) #5x6' IN CONC. <br />FILLED CELL <br />Ljil <br />4" SAW CUT <br />EXISTING FOOTING A SECTION <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />1S.. <br />C e <br />Cu <br />Z <br />o <br />ei =iz <br />a o <br />a MVch <br />o C <br />fA = LZ <br />m Q <br />H M <br />Kc a? �4 Cv <br />ash <br />CU az � <br />.E <br />- 0cu c <br />cu ca . 'Cr <br />cc s Cv <br />i <br />r � <br />0- v <br />i <br />\ 4 8R4 <br />k>r liAJ� <br />1"• <br />J <br />(J 'ti <br />r. k <br />��'it��`:�' <br />YrYOfMbe a 4 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />k F W <br />I. o E <br />0 N 0U <br />m <br />0 W C N <br />Uj <br />a= W <br />�0 � � y <br />Qt u- <br />CULL W <br />Suj IL <br />J <br />2 <br />Z_ <br />R" L 2 <br />:113 0 <br />W 7 N N cD <br />J <br />IL <br />;n N <br />1 Z O U < 0 <br />M n <br />N M <br />o g <br />N <br />z o � <br />N <br />z a <br />_ <br />Q) 0 <br />+-•+ <br />cc <br />® ° <br />U <br />O o011111111111. <br />,ND <br />U <br />LU Co <br />— _ E <br />— M <br />U <br />y <br />U o <br />a <br />W <br />N O <br />Ii <br />o <br />Z <br />w <br />M <br />U_ <br />p � <br />Z <br />Z <br />Q <br />ti <br />g <br />Zo <br />4 <br />o� <br />—� <br />F- ,o <br />o 0. <br />-0 <br />o <br /><z <br />o� <br />�_ <br />wz <br />COL <br />_ c <br />-a <br />Q a <br />0a <br />W <br />of <br />� <br />0, <br />.2 <br />Z <br />J <br />a' <br />Q W <br />zz <br />z <br />OU <br />C/3 <br />a <br />a Z <br />�I <br />W <br />o <br />w <br />m <br />e* <br />a� <br />_ <TMA <br />C O <br />o <br />O <br />i <br />0 <br />1. <br />6 <br />m <br />M <br />2 <br />� <br />i^1 <br />� <br />r <br />Ln <br />LO <br />LO <br />M <br />> <br />LO <br />r O <br />Lbn <br />r <br />Q LO CN <br />r <br />m <br />w M <br />o <br />Z <br />3 N LO <br />E r 2cc <br />a <br />ci � Q o <br />a) <br />JOB <br />NO : 23-06121 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />