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I I 1 -- -- - I I I I I I 1 I_ I I I I - -- I -_L_ <br />3 <br />Q <br />M <br />M <br />LO <br />0 <br />cn• <br />O <br />�0p <br />Q <br />J <br />M <br />0 <br />I <br />N <br />x <br />J <br />4 <br />N <br />r'-) <br />to <br />LO <br />0 <br />O <br />0 <br />J <br />1.0 <br />00 <br />I <br />M <br />N <br />0 <br />u; <br />i <br />Ln <br />L <br />7 <br />Cr <br />0 <br />0 <br />3 <br />a <br />E_ <br />E <br />0 <br />`v <br />c <br />J <br />a <br />0 <br />0 <br />0 <br />J <br />t� <br />N <br />O <br />r\ <br />LO <br />S <br />0 <br />a <br />rh <br />0 <br />L <br />LO <br />0 <br />0 <br />W <br />m <br />r, <br />1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />P.T. TO PRODUCT _ TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. 8" <br />♦ DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR C01 1 X 4 <br />lx4 <br />1x4 P.T. FURRING <br />♦ #5 REBAR (TYP,} ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />„ <br />3-1/4" LONG X 3/16"0 FURRING 3/16' 0 X 3 LONG FURRING (2) ROWS 3l16" x 3-1l2" <br />TAPCONS <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />X8 <br />TAPCON. INTO STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4"LL11X8 <br />�P') <br />1x8 P.T. FROM EACH END w/ MIN. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL 2" EDGE DIST. ATTACH <br />PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS <br />1-1/2 DETAIL () 3" DETAIL <br />D. 90° HOOK (TYP.) <br />STD. ♦ ,-j <br />2x BAND JOIST W/ FACE NAIL 1od <br />TOP & BTTM CHORD, AND 8 <br />@ c } <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />TAPCON @ 16" 1x4 P.T. TO PRODUCT <br />TAL SEAT PLATE <br />O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />71 <br />TE: <br />t[B <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 />' <br />P SHEATHING TO <br />BAND <br />x 3-1/2" TAPCON @ 16" <br />APPROVAL FOR CONN. ROWS 1 „ x 1/2" 1x4 <br />(2) 0 S 3/ 6 3 O.C. & 4 FROM EACH <br />FURRIN4" <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ L <br />'±2NOTC F,� @FIRST COURSE <br />/(4) 11 HG2" SDS A @ W O.C. <br />w/ (4} 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />` <br />® ♦ <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /411 DETAIL <br />NOTCH WEB AT THE ' <br />+5� FIRST 2 COURSES <br />♦ <br />TITEN INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATIONH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A <br />-A <br />=1610 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" 8" <br />SOLID W/GROUT <br />fi <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4"TITEN (IF TRUSS <br />SEE NOTE 1 BELOW ol <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />- <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />.. <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />ALUM DRIP EDGE <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. a <br />.a .. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />BRG WALL TYPE <br />PER PLAN 2x SUB FASCIA <br />OVERRAN .s a <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />2x2 #2 P.T. MIN, <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />N.T.S. <br />FASTENED PER NOTE <br />2 BELOW CONT VENTED OR SOLID SOFFIT <br />RETROFIT WALL OVERHANG DETAIL NTS <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />CO/ 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP <br />FOR OVERHANGS BETWEEN 3!4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4'/z" WOOD <br />w <br />BLOCKING w/ 2-12d NAILS ("') CHORD EVERY OTHER TRUSS <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />/ <br />_ W/ 3-12d NAILS, TYP. ("') <br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ARCH DETAIL i <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />SSSCALE: N.T.S. <br />12 <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />11-Orr 5 -Orr <br />JACK TRUSS PROVIDED BY SEE <br />, <br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />TRUSS COMPANY OR PLAN <br />- CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ <br />2x6 #2 SYP @ 24" O.C. <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />OlLfINISHFLOQR <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />- WOOD w/ 0.148"x 3 1/4" @ 16" O.C. <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. g-g <br />ROOF SHEATHING ATTACHED <br />3. F CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE PA INSTALLATION GUIDE <br />(] ( )- <br />, D <br />` <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />- - - - - - - - <br />• :. <br />' ° <br />/4" MAX 2-0 8" <br />SIMPSON <br />STRUCTURAL SOFFIT <br />•' , . #5 BAR <br />'� ° 1'0„ • P ° CENTERED W/ 2 <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS <br />SF01 <br />4 • . <br />9 K IN TOP <br />BLKG. &BUCK <br />H2.5Aw! 10 <br />2X6 TO 2X4 ( ) <br />SCALE: 3/4" = 1'-0" ("') FOR ALUMINUM SOFFITS >1'-4" <br />. s • . • • • •''► o <br />1 X 4 FURRING <br />8d NAILS <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />> Q .'' KNOCKOUT/ c� <br />MID BLOCKING NOT REQUIRED <br />; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. WI (2) 10d <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE 2 MIN. <br />() <br />PROVIDE 2x <br />CONT. W/ (3) <br />BLOCKING PER R704.2.1 <br />d <br />MONO FOOTING > .•, A. <br />° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />"REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS." <br />SIZE AND REINF. PER PLAN <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />e <br />CLEAN FILL •. <br />2 x 8 VERT. BRACES <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />.> <br />DIRT 6 Z <br />TO BE INSTALLED <br />2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />X0 <br />° <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />.100 <br />FRHq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />• STANDARD o <br />N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16 OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />+ <br />+ + �FNGT (2)10d NAILS @ 8" O.C. <br />N <br />o 9� HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4'/.' WOOD <br />+ + TO TRUSS TOP CHORD <br />FILLED CELL <br />'- • `- ' ` ' <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />+ + <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />+ + PLYWOOD SHEATHING <br />�, �• �, .• �, .• �, �, .• <br />THRU OSB INTO 2 x 8 <br />SHALL NOT BE FRAMED AS O.C. <br />+ + <br />ANCHOR INTO ARCH BLKG. <br />+ <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />DESIGNED ONLY FOR THE SECTION @ ENTRY L <br />BLOCKING AS <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" <br />SS <br />TRUSS + + REQUIREDTO <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />AND METAL ROOF FINISH <br />+ SUPPORT SOFFIT <br />2X4 SYP . . . <br />SCALE: 3/4" = V-0" <br />EACH TRUSS <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONNECTOR `. ° <br />• <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />SEE LINTEL <br />EXTENDS TO SILL. <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />SCHED. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />ENTER SO IT <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />EPDXY CAP TO PREVENT LEAKAGE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP <br />PRECAST LINTEL <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />SEE ELEVATION <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />OVER <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W.W.M. AT PERIMETER <br />FOR HANG <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. ooOO,0000 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(MAX. 4'-0") <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) <br />#5 CONT. TOP & MID OCCURS <br />SECTION @ ROOF EXTENSION M <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />WITH MIN. 3" COVER 6'-0" <br />SCALE: 3/4" = 1'-0" <br />0 <br />CO <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />� <br />SS <br />¢rrA <br />FILL CELL FULL HEIGHT Wi <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP <br />w <br />SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />O vNON <br />M SEE SHEET D2 AND <br />SIMPSON HTT4 w/ 18 10d x 1 <br />( ) <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ;, <br />o ° o , <br />,L a. <br />0 <br />REINFORCING AS FOLLOWS: <br />* SEALANT <br />IN BED JOINT. DO NOT FURROW. <br />— _ <br />—_ _-, ICI I — <br />° <br />FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - MORE INFO <br />"' a <br />1 <br />PLACE LOWER HALF OF MORTAR <br />g°. _ _—I I I�rI I r <br />I� <br />5/8" DIA. ALL THREAD ROD <br />-' <br />#5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6"MIN. LAP SPLICE W/ <br />- <br />° ° I <br />EPDXIED w/ SIMPSON "SET" <br />v <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />�T�-. <br />� <br />EPDXY MIN. 6" EMBEDMENT & <br />N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° o ° I I <br />3" MIN. EDGE DISTANCE <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOTE'' <br />GRADE o. n I I r- <br />SET BAR IN EPDXY, <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />p . e <br />ET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />G) S SUCC G OU <br />NOTE: <br />M p <br />REMAIN FREE OF MORTAR. <br />- z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />T c <br />L4- <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ' <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. (1-STORY) <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />\ <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />. <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />\� <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />�a <br />RETROFIT <br />FILLED CELL DETAIL <br />K) 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 />RETROFIT FOR MISSING <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />MSTAM STRAP <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />SCALE: 3/4" = V-0" <br />M <br />0 <br />Cn <br />0 <br />-a <br />7 W <br />Z <br />o <br />as cw c�'v <br />N f0 p i <br />•y � N � <br />N y C J <br />9 E G <br />C " 3 c*a <br />� � a <br />M <br />o <br />Ili,+ <br />'�J � � J y' `• /�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />Engineers <br />signature and seal. <br />Ml <br />W <br />a <br />0 E <br />� <br />o <br />Li <br />O <br />1 o6 IF <br />NN_ <br />OD <br />ai <br />U) <br />a <br />cLLi� <br />_ w a <br />Z <br />o a 4 <br />rho <br />o <br />Wrn2, <br />.. m <br />um= <br />Lu <br />00 <br />N NZQJ <br />0 <br />NCY) <br />O U U O <br />Z <br />W <br />❑ ❑ <br />CD M r <br />L N O <br />Z <br />z o <br />v , <br />G <br />o <br />w <br />c' <br />U <br />C) O <br />w gUft <br />In <br />r <br />N <br />A <br />U <br />W J <br />-• <br />m <br />S � <br />• <br />U a <br />r— N <br />Q N 0 <br />sm <br />o <br />_ <br />M <br />J <br />w <br />z <br />a <br />LL <br />EE <br />Q 0 <br />(tea U <br />zo <br />o�<o <br />>m <br />zp <br />w a <br />� <br />�o <br />[O <br />.O <br />a <br />C/� <br />< o <br />3 r <br />oa <br />� <br />ao <br />WC/D <br />s <br />wLL <br /><CD <br />m <br />az <br />=3 <br />N T <br />_ <br />> <br />J <br />LOLO <br />m <br />Q <br />c� <br />`v <br />T <br />j <br />CL <br />Y <br />Cr C <br />J <br />C) <br />■ . . <br />00 <br />LO <br />O <br />T <br />LL- co <br />U C: <br />0 <br />CN <br />m CV <br />i <br />LO <br />M <br />Q <br />0LOT <br />co <br />o <br />m <br />T <br />rri <br />Z <br />`m <br />Z <br />E T <br />E <br />w <br />c <br />a <br />U .j <br />Q p <br />JOB <br />NO: <br />23-06138 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />SS <br />