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1 , -1 1 11 1 1- - 11 1 - I - I- - I - — - I I - - 1- - - - — - - I ---- ---- - — - -- - 1 1 1 <br />3 <br />v <br />S <br />a <br />m <br />N <br />L0 <br />v <br />0 <br />m <br />J <br />t2 <br />0 <br />I <br />i <br />Q <br />L0 <br />CV <br />L0 <br />v <br />C> <br />0 <br />16. <br />0 <br />I <br />M <br />N <br />0 <br />LCIJ <br />L0 <br />C� <br />0 <br />3 <br />Q <br />rM <br />0 <br />i <br />a <br />E <br />0 <br />E <br />0 <br />i <br />a <br />0 <br />•U <br />J <br />c� <br />N <br />N <br />LO <br />g <br />0 <br />0 <br />a <br />C14 <br />r <br />a <br />0 <br />0 <br />Z <br />W <br />m <br />v <br />N <br />(2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION <br />TOP PLATE SEE OR 2ND FLOOR 12 PRE-ENGINEERED WOOD <br />PLAN TRUSSES @ 24" O/C <br />UPLIFT <br />1/2" MINIMUM CEMENT FINISH <br />TYPICAL C.M.U. WALL (TYP.) SEE ELEV. SCHEDU CONNECTOR (SEE <br />(2) 2x HEADER TO SIT 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE <br />2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE <br />SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM <br />CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS <br />C. 926 TOTAL APPLY LAYER W/ <br />2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d METAL LATH. FIRST NESS 728LAYOERSR <br />POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE <br />MIN. EXTENSION FROM 3/8" THICK EACH. 3RD LAYER <br />TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER <br />EXTERIOR FACE OF BLOCK <br />DOUBLE 2x TOP EVENLY RESISTIVE BARRIER <br />PLATE � WALL IS 1 1/2" MAXIMUM INTERIOR FULL 8x8x16 BLOCK <br />SIMPS N 002 / 12 10 <br />2x BLOCKING @ EACH END W/ 10d @ <br />4" O.C. FROM EACH HEADER FACE <br />0TO BLOCKING <br />(2) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. S4 <br />12 SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. PRE-ENGINEERED WOOD <br />TRUSSES @ 24" O/C <br />UPLIFT CONNECTOR <br />(SEE SCHEDULE) <br />DOUBLE 2x4 SPF. #2 <br />TOP PLATE <br />2x S.P.F. STUDS @ 16" O.C. <br />SINGLE 2x CONT. TOP <br />PLATE W/ (2) 12d INTO <br />TRUSS ABOVE <br />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B <br />NAILS AT EACH STUD AS REQ'D <br />POINT EVERY OTHER <br />2x BLOCKING @MID <br />STUD W/ (3)10d NAI S <br />+ + <br />++ + <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />d <br />❑ ❑ A <br />NAILS EACH STUD <br />A <br />❑ w( ) <br />;TENSION FROM EXTERIOR WALL � <br />,CE OF BLOCK WALL IS 21/4" <br />DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD <br />SCALE: N.T.S. S4Fol 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ __ <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />CRICKET AS REQUIRED <br />SINGLE 2x CONT. BASE <br />PLATE W/ (2)16d TO <br />TRUSS BELOW <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d COMMON <br />WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C <br />EDGES & 8" O/C FIELD <br />SIMPSON SP1 w/ (10)10d <br />NAILS AT EACH STUD <br />2x P.T. PLATE <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONC. FILLED CELL W/ <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />d <br />❑ ❑ A <br />NAILS EACH STUD <br />A <br />❑ w( ) <br />;TENSION FROM EXTERIOR WALL � <br />,CE OF BLOCK WALL IS 21/4" <br />DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS <br />TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED <br />COMMON WIRE NAILS @ 4" O/C <br />EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD <br />SCALE: N.T.S. S4Fol 2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ __ <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" <br />REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB <br />SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD MOISTURE BARRIER ROOF TRUSS <br />UPLIFT CONNECTOR <br />S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 <br />d a <br />d <br />8" STD. 90 HOOK 8" <br />LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS <br />GREATER THAN 6-0" WIDE (U.N.O. ON <br />PLAN) <br />OPENING <br />FILLED CELL W/ (1) #5 VERTICAL <br />SEE FDN. PLAN FOR LOCATION <br />i <br />I <br />NOTES: <br />1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />_ _ = PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />TYP. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />BLOCKING (TYP.) PROPERLY. <br />\—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />MOISTURE BARRIER <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />S4 <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />CREATE A SOLID BASE FOR <br />1/2"X91/2" PLYWOOD <br />1/2"X9 112" PLYWOOD—\ BLOCK WALL ABOVE. <br />SCRAP MATERIAL <br />SCRAP MATERIAL—% <br />J <br />J <br />W <br />T <br />O <br />FORM CREATES CONCRETE RECESS TO <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />MOUNTING BASE NOT SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />FOR CLARITY SEE DETAIL <br />MOUNTING BASE SHOWN <br />IN POSITION <br />K/S4 <br />GARAGE ENTRY FORM DETAIL <br />SEAT FOR BLOCK IS POURED <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />�8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />TROWEL FINISH SEE <br />GENERALNOTES <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SLOPE FORWARD <br />CONNECTION ASSEMBLY <br />FOR DRAINAGE <br />GARAGE FLOOR <br />.., <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />' <br />SCALE: N.T.S. <br />d a <br />d d o <br />a <br />SEE PLAN FOR FOOTING <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />DIMENSIONS <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />FOR GARAGE DOOR AND WATER GARAGE FLOOR. <br />GARAGE ENTRY FINISHED MASONRY DETAILrp <br />SHED FORWARD THIS DRAWING. <br />SCALE: N.T.S. <br />S4 <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />SFFA�� 0� <br />N <br />2x CRIPPLES @ --� <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 w/ (6) <br />10d x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />2x6 WALL, USE SP8 <br />FOR 2x8 WALL) <br />10d NAILS @ 8" — <br />O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />1 #5 VERT. IN CONC. FILLED CELL <br />W/ STD. 90* HOOK IN K.O. BLOCK <br />VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE <br />FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />NOT TRANSFER LOAD. <br />WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />DOOR STOP PSPN516Z w/ (12)16d NAILS <br />MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 <br />2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF <br />DOOR 48rSPLICE STAGGERED <br />• N <br />J-BOLT <br />(M//v <br />TRACK • <br />G O 10d @ 8" O/C <br />BRACKET rn <br />W/MOUNTING ANGLE <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. S4 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />1'-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />(3) <br />(4) <br />(2) <br />(4) <br />(2) LSTA30 <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />NOT REQUIRED @ BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />2-ROWS 12d NAILS STAGGERED <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />@ 12" O/C FOR 2"xl0" OR <br />GREATER HEADER <br />1 (2) 2x HEADER SEE PLAN <br />• INTERIOR HEADER: <br />S4 (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />BOX HEADER . EXTERIOR HEADERS: <br />ONLY (1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(2) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH <br />SIDE <br />2x STUDS TYP. <br />Op SIMPSON HTT4 TYP, <br />Op 0,4 U.N.O. SEE N/S4 <br />HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL Q <br />SCALE: N.T.S. SL� <br />SIMPSON SIMPSON <br />SP4 SP2 <br />2X STUDS @ 24" O.C. <br />U <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 AND <br />BB/S1 FOR ADDITIONAL <br />DETAILS <br />ATTACH ALL J <br />EXTERIOR STUDS <br />W/ (4) 16d TOENAILS <br />TOW PLATE <br />NOTE: <br />PLATE LENGTHS MUST BE BOTTOM SPLIC <br />AT LEAST 4'-0" LONG. TYPICAL OVER STUD <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. <br />F= 2240 LBS �7 <br />SIMPSON C <br />SIMPSON SP4 SP2 <br />P.T. <br />ATE <br />TRANSOM FRAMING <br />SEE SECTION J/SS <br />AND K/SS FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />SIMPSON SIMPSON <br />SP4 SP2 <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP1 SIMPSON <br />RECESS SIMPSON SP4 <br />LINTEL <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />SP1 <br />SIMPSON <br />SP4 <br />TRUSS BOTTOM CHORD OR 2x4 <br />'BLOCKING W/ 2-16d TOE NAILS <br />@ EACH END <br />W <br />TOP PLATE <br />CC �U/^ <br />V2-16d�C v/2x <br />NAILS @ 24" O.C. OR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x STUD @ 24" <br />O.C. MAX. <br />PROVIDE P.A.F. NAILS OR <br />2x P.T. PLATE <br />EQUAL @ 12" O.C. <br />STAGGERED FROM BOT. <br />SEE A/S3 FOR <br />PLATE TO CONCRETE <br />REINF. INFO. <br />TYPICAL INTERIOR NON - <br />BEARING WOOD FRAME WALL <br />/ SCALE: N.T.S. S4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />SPF) <br />(3075# SPF) <br />i (4565# SPF) <br />i (5645# SPF) <br />i (6970# SPF) <br />IS (9335# SPF) <br />N. 8" <br />PDXIED A.T.R. <br />Z & NUT <br />IOXIED A.T.R. <br />Z & NUT <br />DXIED A.T.R. <br />Z & NUT <br />SIMPSON SP4 <br />�2X <br />TOP PLATE <br />OVERLAPPING <br />10d NAILS @ 6" <br />STAGGERED <br />J-BOLTS @ 24" O.C. <br />MAX <br />—2X P.T. PLATE <br />2X8 P.T. BOTTOM P ATE <br />5!8"x10" "J" BOLT @ 24" O.C. MAX. B <br />C (MIN. (2) PER BOTTOM PLATE) <br />ROOF TRUSS ABOVE <br />2X BLOCKING <br />6d TOE NAILS <br />BLOCKING <br />WALL ABOVE <br />RY <br />I. BLOCK W/(1) <br />FONT. & <br />LED <br />10" J-BOLTS <br />0" O.C. <br />IONRY WALL <br />SIMPSON C <br />SP4 <br />10d NAILS @ 4" 10d NAILS @ 6" O.C. <br />STAGGERED A STAGGERED <br />TRANSOM FRAMING <br />o o BEYOND. <br />PLYWOOD FASTENED TO TRUSSES <br />WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD <br />O/C BOUNDARIES 6" O/C EDGES C E SHEATHING <br />& 8" O/C FIELD <br />S4 <br />B <br />• SIMPSON SP4 w/ (6) 10d x 1 12" <br />(USE SP6 FOR 2x6 WALL, USE PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />• SIMPSON SP2 w/ (12) 10d NAILS MASONRY <br />• SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. (MIN. (2) PER BOTTOM <br />2X8 P.T. BOTTOM <br />PLATE <br />D <br />5/8"x10" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />PLATE) <br />ALTERNATE: <br />5/8" DIA. ATR EPDXIED <br />MIN. 6" INTO BOND BEAM <br />@ 24" O.C. <br />FRAMING DETAILS ABOVE ENTRY rR <br />REV. 06.24.22 <br />SCALE: N.T.S. <br />C%S <br />cam+0 <br />d <br />Z <br />' W <br />c i a C� <br />C CO X <br />► C LI- O- <br />w <br />•d <br />o�Q <br />`c CU <br />d � T <br />N fl- <br />� E <br />o <br />a. <br />0 <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Q <br />v E <br />0 <br />M <br />00 U <br />0 <br />N 0 <br />W a) N OrD <br />-N <br />0 <br />13 a <br />Z <br />N # <br />LL u, <br />JLLw °- <br />— -o li Y <br />rn <br />L t6 � <br />W <br />y o <br />] liS C0 <br />N o� <br />W <br />�. <br />LLW <br />rn C' <br />00 N 0 Q J <br />0 <br />;^ <br />N <br />O0 v <br />Z <br />Cn <br />W <br />❑ ❑ <br />V M <br />o <br />z <br />z � � <br />N <br />z <br />a--+ <br />W � <br />Q A <br />U <br />O <br />N <br />W g <br />U ;v <br />W <br />�'"... <br />Nook <br />J <br />_ E <br />U o <br />� N at <br />N 0 <br />� <br />sm <br />o <br />Co <br />Z <br />Z <br />c EIg <br />o <br />Q <br />z® <br />E <br />na <br />� <br />F— oo <br />o <br />U�z <br />0�z <br />oE <br />1wZ!�C <br />00 <br />o <br />QzZ <br />Z O <br />Q U <br />W <br />> <br />� > <br />o <br />2 c <br />a� <br />R Z <br />F <br />m <br />M <br />w <br />d r <br />V <br />OIa <br />0 3 <br />0 <br />c O <br />= <br />> <br />LOm <br />�--�LO <br />Q <br />0 <br />00 <br />co <br />CD <br />0 <br />0 <br />Cf <br />o <br />O <br />Y <br />r <br />i <br />m <br />m <br />> <br />o <br />+-' <br />Q <br />ILLM <br />I <br />O <br />LC� <br />im <br />c) <br />N <br />Q <br />CV)N <br />C0 <br />T" <br />ci <br />Y <br />3 00 <br />CD <br />o <br />cc <br />z <br />E <br />f0 <br />E <br />v <br />c <br />c <br />a <br />U _j <br />¢ 0 <br />JOB <br />NO: <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S4 <br />