Laserfiche WebLink
F_ <br />E <br />a <br />E <br />a <br />M <br />0 <br />0 <br />I <br />0 <br />0 <br />00 <br />i <br />h <br />00 <br />I <br />E <br />0 <br />a- <br />C <br />E <br />00 <br />M <br />0 <br />0 <br />I <br />0 <br />0 <br />0 <br />J <br />CV <br />i <br />i <br />i <br />N <br />t— <br />E <br />v <br />0- <br />E <br />0 <br />Q <br />N <br />v <br />Q <br />E <br />1.2 <br />N <br />E <br />0 <br />LZ <br />v <br />C <br />J <br />0 <br />0 <br />0 <br />c <br />0 <br />VI <br />U <br />,w <br />ri. <br />0 <br />a <br />r7 <br />CV <br />C"I <br />0 <br />v <br />0 <br />N <br />0 <br />T <br />0 <br />0 <br />Q <br />m <br />-v <br />v <br />cn <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />VENT OR 2ND FLOOR <br />1/2 MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL <br />SCHEDULE) <br />(2) 2x HEADER TO 51T 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 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM METAL LATH1/2" GYPSUM BOARD <br />SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWSTHICKNESS F RST 2LAR5 <br />C. 926 APPLY 3 LAYERS <br />CONNECTION O <br />2x DEAD WOOD @ MlD VER <br />FOR CLEAN -OUT @ 8" O.C. OR 4d 8O <br />POINT w/ (3) 12d — DRYWALL NAILS SOLID AREAS ARE ❑ SOLID AREAS ARE ; ; 3/8" THICK EACH. 3RD LAYER <br />MIN. EXTENSION FROM <br />TONEAILS SPACED STEEL AND GROUT ❑ STEEL AND GROUT � 1/8" THICK OVER WATER <br />DOUBLE 2x TOP EXTERIOR FACE OF BLOCK <br />PLATE EVENLY WALL IS 1 1/2" MAXIMUM RESISTIVE BARRIER <br />EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10d <br />HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALL NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 <br />2x BLOCKING @ EACH END W/ 10d @ <br />177 <br />4" O.C. FROM EACH HEADER FACE <br />TO BLOCKING <br />Ova (2) 2x HEADER <br />PER PLAN <br />VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" <br />O.C. TO EACH HEADER FACE <br />6 (MIN.) FRAME <br />,2x <br />WALL HEADER DETAIL <br />SCALE: N.T.S. 54 <br />12 <br />SEE TYPICAL WALL SECTION <br />(TYP) SEE ELEV. <br />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 />j 2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />SIMPSON SP2 w/ (12) 10d <br />(3)10d TOENAILS T&B <br />NAILS AT EACH STUD <br />AS REQ'D <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />�++ STUD W/ (3)10d NAILS <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 />MOUNTING BASE NOT SHOWN <br />FOR CLARITY SEE DETAIL <br />K/S4 <br />SEAT FOR BLOCK IS POURED, <br />IN PLACE CONCRETE <br />GARAGE FLOOR SLAB <br />TROWEL FINISH SEE <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />SEE TYPICAL WALL SECTION <br />PRE-ENGINEERED WOOD <br />12 TRUSSES @ 24" O/C <br />(TT`P•) SEE ELEV. UPLIFT CONNECTOR (SEE <br />-1 FFCRICKET AS BLOCKING W/ Z- IOU TOE NAILS <br />TO DRAIN CL . DOOR OPENING DOOR OPENING DOOR OPENING --It 1/2" EXTERIOR GRADE SHEATHING REQUIRED <br />COMMON WIRE @ EACH END <br />❑ "MI I❑ ❑ FASTENED RS WITH 8d <br />E NAILS @ @ 4" 0/C <br />EXTERIOR BOUNDARIES 6`' O/C EDGES & 8" BLOCKING ( ) � <br />WALL CLEAN -OUT A WALL ❑ ❑ ❑ 0/C FIELD 2x TOP PLATE V2-16d <br />SCALE: N.T.S. S4, 2X4 PT STUDS @ 16" O.G. NAILS @ 24" O.C. OR <br />(2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM <br />1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" it 2x STUD @ 24" <br />REFER TO WINDOW PRODUCT APPROVAL ( ) NAILS AT EA. TRUSS VERTICAL WEB <br />COURSE BELOW. EVERY THIRD 3RD COURSE THE 11 DOORJAMB WALL IS TO BE O.C. MAX. <br />SHEETS FOR INSTALLATION INFORMATION BY (24" O.C. MAX) w/ MIN. 4" EMBEDMENT <br />MANUFACTURER. IN KO BLOCK AT EA. STUD <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. PROVIDE P.A.F. NAILS OR <br />MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. <br />ROOF TRUSS STAGGERED FROM BOT. <br />TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D MOISTURE BARRIER UPLIFT CONNECTOR SEE A/S3 FOR REINF. INFO, PLATE TO CONCRETE <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 />1 #5 VERT. IN CONC. FILLED CELL <br />W1STD. 90' HOOK IN K.O. BLOCK TYPICAL INTERIOR NON - <br />VERTICAL JAM Ir <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAILrE BEARING WOOD FRAME WALL J <br />5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8"ABOVE GARAGE <br />KNOCK -OUT NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. <br />BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT SCALE: N.T.S. S4 SCALE: N.T.S. S A <br />96 3/8 CONCRETE). ANCHORS MAY COUNTERSUNK (BUT NOT REQUIRED) `F <br />Q <br />d <br />d O <br />O d d d- <br />d <br />d a d <br />g 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 />TO PROVIDE A FLUSH MOUNTING SURFACE. <br />HORIZONTAL JAMBS DO <br />88" <br />71" <br />-- <br />-" <br />NOT TRANSFER LOAD. <br />4 s <br />1 a <br />WALL <br />DOORSTOP <br />MOLDING <br />PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE <br />THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON <br />PSPN516Z w/ (12)16d NAILS <br />TOP 2 ROWS 10d @ 3" O.C. (14 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />./ P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) <br />°o • HTT5 w/ (26)10d NAILS (4670# SPF) <br />- <br />--- <br />58 „ <br />2 x 6 P.T. <br />GARAGE <br />DOOR <br />' SPLICE NAILS TOTAL) EA. SIDE OF <br />48., SPLICE STAGGERED <br />• �/N <br />° <br />°o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (2145#SPF) <br />4 ° <br />° °°° • HDU4-SDS2.5 w/ (110)1/4" x 2 1/2" SDS (4565# SPF) <br />---- <br />- <br />41" <br />J-BOLT <br />TRACK <br />BRACKET <br />i <br />fikly <br />. ' 10d @ 8" O/C <br />p• <br />ENO • <br />F yp <br />• HDU5-SDS2.5 w/ (14)1/4"x 2 l/2" SDS (5645# SPF) <br />• HDU8-SDS2.5 w/ (20)1/4" x 2 1/2" SDS (6970# SPF) <br />• HDU11-SDS2.5 w/ (30)1/4" x 2 1/2" SDS (9335# SPF) <br />5/8" DIA, x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT w/ WASHER & NUT <br />- <br />- <br />34 <br />—_—_ <br />_ <br />ATTACH ALL <br />0 • FOR DTT2Z USE 112" DIA. x 12" EPDXIED A.T.R. <br />1 o <br />6 3/4" <br />DOOR TRACK <br />W/MOUNTING ANGLE <br />EXTERIOR 16d TOENAILS STUDS <br />TOWP PLATE <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />• FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />-i _ <br />- <br />--- <br />- <br />MIN. 8" EMBEDMENT w/ WASHER & NUT <br />31/2' <br />NOTES: <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS <br />NOTE: <br />BOTTOM <br />FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. <br />1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />0 <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. <br />PLATE LENGTHS MUST BE SPTIC <br />OVER STUD <br />d MIN. 8" EMBEDMENT w/ WASHER &NUT <br />AT LEAST 4'-0" LONG. TYPICAL <br />NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION <br />_ _ = <br />PORT <br />@ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. <br />2Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />TYPICAL GARAGE DOOR BUCK K <br />SCALE: N.T.S. <br />S4 <br />TOP PLATE SPLICE DETAIL M <br />SCALE: N.T.S. c� <br />�7 <br />HTT / HDU TENSION TIE N <br />SCALE: NTS <br />S4 <br />BLOCKING (TYP.) <br />ROOF TRUSS <br />0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />F= 2240 LBS <br />SIMPSON SIMPSON <br />SIMPSON C <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />MOISTURE BARRIER FLOOR PLAN. <br />SCALE: N.T.S. <br />Z SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />FILLED LINTEL ASSEMBLY G <br />SCALE: N.T.S. ��+ A <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />V-4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4'- 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' -16' 1 <br />(3) <br />(4) <br />(2) <br />1 (4) <br />(2) LSTA30 <br />FF SP4 SP2 I <br />SIMPSON SP4 <br />gP2 <br />SIMPSON SP4 <br />ROOF TRUSS ABOVE <br />2X STUDS @ 24" O.C. <br />2X TOP PLATE 2X BLOCKING <br />OVERLAPPING <br />/8"x10" "J" BOLT 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />TRANSOM FRAMING <br />NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />10d NAILS @ 6" (2) 16d TOE NAILS <br />STAGGERED EA. BLOCKING <br />WIDTH OF OPENING VARIES 4" <br />FORM CONCRETE INSET TO <br />FLAT STRAPS PER CHART ABOVE TO BE BENT <br />SECTION <br />P.T. <br />PLATE <br />PLATE <br />SEE SECTION J/SS <br />AND KISS FOR <br />Fn <br />2X8 WALL ABOVE <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />OVER TOP PLATE ** HOLD DOWN CONNECTIONS <br />ADDITIONAL DETAILS <br />SIMPSON <br />ENTRY <br />BLOCK WALL ABOVE. <br />NOT REQUIRED @ BEARING WALLS NOTED <br />SP1 <br />• <br />SCRAP MATERIAL <br />WITHOUT UPLIFT <br />K.O. BLOCK W/(1) <br />I/ -I <br />¢ <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />SIMPSON SP4 <br />j <br />SIMPSON SIMPSON <br />@ <br />JMAX 24" O.C. <br />FILLEDNT. & <br />w <br />T <br />RECESS <br />SP4 SP4 <br />0 <br />� �Oty <br />LINTEL <br />/ <br />5/8"X10" J-BOLTS <br />�9N <br />2-ROWS 12d NAILS STAGGERED <br />2X P.T. PLATE <br />@ 2'-0" O.C. <br />FORM CREATES CONCRETE RECESS TO <br />@ 12" O/C EACH FACE OR <br />3-ROWS 12d NAILS STAGGERED <br />a <br />4 <br />MASONRY WALL <br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW <br />FOR WATER SHED. <br />2x CRIPPLES @ <br />@ 12" O/C FOR 2"x10" OR <br />GREATER HEADER <br />p <br />f1 <br />a <br />2X8 P.T. BOTTOM P ATE <br />KEEP STIFFENER BACK FROM SIDES ENOUGH <br />16" O.C. W/ (2)12d <br />TO ALLOW SPACE FOR FLAT MASONS TOOLS <br />TOENAILS T/B <br />5/8"x10" "J" BOLT @ 24" O.C. MAX. <br />SIMPSON SP4 w/ (6) <br />(2) 2x HEADER SEE PLAN <br />SIMPSON SIMPSON C <br />SIMPSON <br />LA (MIN. (2) PER BOTTOM PI <br />C <br />(THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY <br />10d x 1 1/2" AT EA <br />'I <br />SP4 <br />SP2 <br />SP4 <br />MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END <br />STUD (USE SP6 FOR <br />• INTERIOR HEADER: <br />MOUNTING BASE SHOWN <br />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />2x6 WALL, USE SP8 <br />�+ <br />54 (1) 2x SILL PLATE W/ (2) <br />10d NAILS @ 4" <br />10d NAILS @ 6' O.C. <br />IN POSITION <br />GARAGE ENTRY FORM DETAIL <br />FOR 2x8 WALL <br />� <br />BOX HEADER • EXTERIOR HEADERS: <br />STAGGERED <br />A <br />STAGGERED <br />10d NAILS @ 8 <br />ONLY (1) 2x SILL PLATE W/ (2) <br />TRANSOM FRAMING <br />° <br />2x6 MOUNTING BASE <br />SCALE: N.T.S. <br />O/C TYP. <br />12d TOENAILS <br />BEYOND. <br />8x8x16 C.M.U. <br />GARAGE DOOR TRACK MOUNTING BRACKET <br />DOUBLE 2x <br />• OPENING LARGER THAN 4 FT: <br />NAILED INTO <br />TRANSOM <br />—t <br />PLYWOOD FASTENED TO TRUSSES <br />CRIPPLE STUD <br />(2) 2x SILL PLATE wl SIMPSON <br />FRAMING <br />WITH 8d COMMON WIRE NAILS @ 4" <br />PLYWOOD <br />TYPICAL (U.N.O.) <br />LS30 w/ (6) 10d x 1 1/2" EACH <br />TRANSOM FRAMING <br />O/C BOUNDARIES 6" O/C EDGES <br />o <br />E SHEATHING <br />GARAGE DOOR ROLLER GARAGE DOOR TRACK <br />SIDE <br />SEE SECTION AA/S1 AND <br />& 8" O/C FIELD <br />54 <br />CONNECTION ASSEMBLY <br />BB/S1 FOR ADDITIONAL <br />g <br />.., G <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />2x STUDS TYP. <br />DETAILS <br />• SIMPSON SP4 wl 6 10d x 1 12" <br />( ) <br />GARAGE DOOR <br />SIMPSON <br />(USE SP6 FOR 2x6 WALL, USE <br />PLYWOOD <br />OD SIMPSON HTT4 TYP. <br />SP1 SIMPSON <br />SP8 FOR 2x8 WALL) <br />SHEATHING <br />Opp �R U.N.O. SEE N/S4 <br />SP4 <br />• SIMPSON SP2 w/ (12) 10d NAILS <br />MASONRY <br />MOUNTING BASE DETAIL <br />G **HOLD DOWN <br />RECESS <br />LINTEL <br />`SIMPSON <br />/ SP4 <br />SIMPSON SP1 w/(10)10d NAILS <br />WALL BELOW <br />5/8"X10" J-BOLTS @ 24" O.C. <br />MAX. PER BOTTOM <br />CONNECTIONS <br />(MIN. (2) <br />SCALE: N.T.S. <br />a 4 <br />NOT REQUIRED <br />/// <br />PLATE) <br />a d <br />P.T. BOT. PLATE BEARING WALLS NOTED <br />a <br />a <br />ALTERNATE: <br />POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E <br />WITHOUT UPLIFT <br />a <br />5/8" DIA. ATR EPDXIED <br />BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED <br />2X8 P.T. BOTTOM <br />MIN. 6" INTO BOND BEAM <br />FOR GARAGE DOOR AND WATER GARAGEFLOOR. <br />PLATE <br />@rp_NN\ 24" O.C. <br />SHED FORWARD THIS DRAWING. <br />WALL HEADER DETAIL Q <br />FRAMING <br />DETAILS ABOVE <br />ENTRY R <br />SCALE: N.T.S. <br />PARTIAL INTERIOR ELEVATION 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. REV. 06.24.22 SCALE: N.T.S. <br />SCALE: N.T.S. 54 <br />SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) <br />INS <br />s� <br />�+� <br />> W <br />C1*y <br />.- <br />-o m x <br />� U <br />�. <br />r <br />• ti <br />F L0 <br />• <br />§ <br />fF�'I��ttlEl. <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, Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer s <br />signature and seal. <br />N <br />v E <br />8 <br />paco <br />W 00 N co <br />0 <br />U) <br />25 LL <br />u 55 a <br />J <br />z - o a <br />_ <br />ii co N CO 0 <br />o <br />� nT m <br />a L0 Cl) Z <br />IL;A <br />N <br />z �U v 0 <br />W 13 <br />co P <br />QN <br />O d <br />¢ v <br />V <br />0 W Q <br />N <br />- <br />n3 fi-co <br />U <br />La <br />E <br />8 <br />i <br />r <br />z <br />r <br />oco <br />v <br />a~ <br />¢ <br />° <br />N <br />I� <br />� <br />w <br />cl' l <br />¢ <br />O <br />z <br />CuE <br />zo <br />oo<© <br />>� <br />Q 0 <br />E v <br />z <br />oa <br />I— rd <br />Qo <br />XU <br />U0 <br />=OO <br />o <br /><z <br />&z <br />wZ <br />CV <br />'�, <br />WO <br />¢, <br />LIDf <br />Z<Zm0 <br />Y <br />Q tL <br />zz <br />'aw <br />W N <br />m <br />< <br />�z <br />0)^I <br />Cl) <br />8 <br />go <br />son <br />�w <br />3 <br />Z <br />¢a <br />� 1- <br />�0 <br />O <br />o <br />� <br />II� <br />a F <br />0 <br />z1¢ <br />3 <br />o <br />N <br />> <br />ai <br />m <br />N <br />� <br />co <br />~ ' <br />_ <br />CM <br />~ <br />O <br />o <br />CC <br />^^Ca <br />LL U_LO <br />Q <br />~ <br />E: <br />C7 00 N <br />co <br />C37 <br />C <br />.� C, N <br />(0 <br />M <br />Q 00 <br />r <br />G6 <br />p'—p d� <br />M <br />E <br />M <br />C1 <br />o <br />z <br />z <br />ry i/I r <br />E <br />c <br />D_ <br />U J Q cc <br />c <br />JOB <br />NO: 22-11687-11682 <br />SCALE : AS NOTED <br />SHEET NO. <br />S4 <br />