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jj. <br />j <br />j:j <br />12 <br />TYP) SEE ELEV. <br />SIMPSON SP2 W/ (12) 1 Od <br />NAILS AT EACH STUD <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 />�E <br />SIMPSON SP1 W/ (10) <br />c-4 NAILS AT EACH STUD <br />r- <br />C) <br />C) 2x P.T. PLATE <br />C14 <br />r- <br />5/8" x 10" "J" BOLT @ 24" O/C MAX <br />W/ 8" EMBEDMENT <br />8"X8"X1 6" K.O. BLOCK W/ 1 #5 CONT. <br />C14 <br />AND FILLED SOLID W/GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL W/ <br />(2) 2x6 OR (2) 2x8 <br />TOP PLATE SEE <br />PLAN <br />(2) 2x HEADER TO SIT <br />2x6 2x8 WALL BEYOND <br />FLUSH TO THE OUTSIDE <br />SEE PLAN FOR HEADER <br />//-SEE PLAN FOR SIZE <br />CONNECTION <br />'__�-2x DEAD WOOD @ MID <br />POINT wl (3) 12d <br />TONEAILS SPACED <br />DOUBLE 2x TOP <br />EVENLY <br />PLATE ----i <br />2x BLOCKING @ EACH END W/ 1 Od @ <br />4" O.C. FROM EACH HEADER FACE <br />�--TOBLOCKING <br />--(2) 2x HEADER <br />PER PLAN <br />2x BOTTOM PLATE W1 (1) 10d @ 8" <br />VARIES <br />O.C. TO EACH HEADER FACE <br />2 x 6 (MIN.) FRAME <br />WALL HEADER DETAIL <br />SCALE: N.T.S. � �4 <br />SEE TYPICAL WALL SECTION <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 />2x CLOSURE WALL W/ <br />STUDS @ 16" O.C. W/ <br />AS REQ'D <br />(3) 1 Od TOENAILS T&B <br />2x BLOCKING @ MID <br />POINT EVERY OTHER <br />STUD W/ (3) 1 Od NAIL <br />BLOCKING (TYP.) <br />'-ROOFTRUSS <br />UPLIFT CONNECTOR �SEE SCHEDULE) <br />MOISTURE BARRIER <br />STD. 90A HOOK IN K.O. BLOCK <br />KNEE WALL ABOVE MASONRY WALL DETAIL <br />SCALE: N.T.S. <br />cq <br />r- <br />C14 <br />C=) <br />C,4 <br />CL <br />E <br />t2 <br />E <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 />'H SEE <br />TROWEL FINIS <br />GENERALNOTES <br />SLOPE FORWARD <br />FOR DRAINAGE <br />Z—SEE PLAN FOR FOOTING <br />DIMENSIONS <br />GARAGE ENTRY FINISHED MASONRY DETAIL <br />Cn SCALE: N.T.S. <br />LLJ <br />1/2" MINIMUM CEMENT FINISH <br />STANDARD 3" DIA. TEE <br />THREADED 3" DIA. EXTENSION <br />SCREW OFF CAP (3" DIA.) <br />FOR CLEAN -OUT <br />MIN. EXTENSION FROM <br />EXTERIOR FACE OF BLOCK <br />WALL IS 1 1/2" MAXIMUM <br />EXTENSION FROM EXTERIOR <br />FACE OF BLOCK WALL IS 2 1/4" <br />VENT OR 2ND FLOOR <br />TYPICAL C.M.U. WALL <br />3/4" FURRING STRIPS <br />1/2" GYPSUM BOARD <br />W/ DRYWALL SCREWS <br />@ 8" O.C. OR 4d <br />DRYWALL NAILS <br />DRAIN <br />WALL CLEAN -OUT <br />rA <br />SCALE: N.T.S. <br />REFER TO WINDOW PRODUCT APPROVAL <br />SHEETS FOR INSTALLATION INFORMATION BY <br />MANUFACTURER. <br />TYPICAL SECTION THRU WINDOW <br />KNOCK -OUT),,, <br />BLOCK W/ (1 NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT 7 <br />4 <br />4 <br />STD. 9(f 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 />_ <br />-;--8" <br />_X <br />NOTES: <br />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 />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />(D SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />@ OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT <br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON <br />FLOOR PLAN. <br />TYPICAL FILLED LINTEL ASSEMBLY <br />SCALE: N.T.S. <br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO <br />1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR <br />/ BLOCK WALL ABOVE. <br />SCRAP MATERIAL - <br />MOUNTING BASE SHOWN <br />IN POSITION <br />-2x6 MOUNTING BASE <br />, <br />� <br />I _j <br />LU <br />x\1 > <br />0 <br />2x4 (NOM R <br />FORM CREATES CONCRETE RECESS TO <br />ECEIVE 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 />PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) <br />GARAGE ENTRY FORM DETAIL <br />8x8x16 C.M.U. GARAGE DOOR— <br />W0M, <br />IN <br />ME GARAGE DOOR ROLLER <br />CONNECTION ASSEMBLY <br />GARAGEFLOOR <br />TRAVEL DIRECTION OF <br />GARAGE DOOR <br />MOUNTING BASE DETAIL <br />SCALE: N.T.S. <br />-TRACK MOUNTING BRACKET <br />GARAGE DOOR TRACK <br />SCALE: N.T.S. <br />zz BOTTOM OF MOUNTING B) <br />__"POLIRED CONCRETE BASE FOR <br />TO BE 2" ABOVE FINISHED <br />BLOCK WALL. RECESSED SPACE GARAGE FLOOR. <br />FOR GARAGE DOOR AND WATER <br />SHED FORWARD THIS DRAWING. <br />PARTIAL INTERIOR ELEVATION <br />SCALE: N.T.S. <br />7 5/81, 8" 7 5/81, 8" 7 5/81, 8" <br />INTERIOR <br />WALL <br />CL <br />EXTERIOR <br />WALL <br />SOLID AREAS ARE <br />STEEL AND GROUT <br />FULL 8x8xl 6 BLOCK <br />DOOR OPENING --Ct <br />1 ST COARSE 2ND COARSE 3RD COARSE <br />MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE <br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE <br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. <br />MASONRY LAYOUT D� <br />SCALE: N.T.S. �4 <br />ff"'. <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. <br />CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) <br />BOTTOM CHORD OR 2x4 <br />TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO <br />LTRUSS <br />BLOCKING W/ 2-16d TOE NAILS <br />NOT TRANSFER LOAD. <br />@ EACH END <br />< <br />WALL <br />< <br />4 1 <br />- DOOR STOP <br />LU <br />< <br />MOLDING <br />2x TOP PLATE <br />co <br />GARAGE <br />2-16d NAILS @ 24" O.C. OR <br />DOOR <br />EQUAL TO TRUSS BOTTOM <br />CHORD OR BLOCKING <br />2x6P.T. <br />v <br />2x STUD @ 24" <br />O.C. MAX. PROVIDE P.A.F. NAILS OR <br />2x P <br />T <br />PLATE EQUAL @ 12" O.C. <br />F <br />SEE TYPICAL WALL SECTION <br />12 <br />PRE-ENGINEERED WOOD TRUSSES @ 24" O/C <br />(T' (P-) SEE ELEV, <br />UPLIFT CONNECTOR (SEE SCHEDULE) <br />DOUBLE Ztx4" S.P.F. TOP PLATE <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 <br />LAYERS 3/8" THICK EACH. 3RD LAYER <br />1/8" THICK. <br />/-CRICKET AS REQUIRE D <br />SIMPSON SP2 w/ (12) 10d <br />NAILS AT EACH STUD <br />1/2" EXTERIOR GRADE SHEATHING <br />FASTENED TO TRUSSES WITH 8d <br />COMMON WIRE NAILS @ 4" O/C <br />BOUNDARIES 6" OIC EDGES & 8" <br />BLOCKING <br />O/C FIELD <br />2X4 PT STUDS @ 16" O.C. <br />(2) 2X4 PT STUDS UNDER HIP <br />CARRIER/GIRDER TRUSS <br />SIMPSON HETA20 W/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS VERTICAL WEB <br />(24' O.C. MAX) W/ MIN. 4" EMBEDMENT <br />L <br />IN KO BLOCK AT EA. STUD <br />MAIN SPAN <br />ROOFTRUSS <br />MOISTURE BARRIER <br />UPLIFT CONNECTOR <br />8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. <br />(SEE SCHEDULE) <br />AND FILLED W/ GROUT <br />1 #5 VERT. IN CONIC. FILLED CELL---- H I <br />W/ STD. 900 HOOK IN K.O. BLOCK <br />ALT. KNEEWALL ABOVE MASONRY WALL DETAIL <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 <br />2 ROWS 1 Od @ 3" O.C. (14 <br />SPLIC NAILS TOTAL) EA. SIDE OF <br /><6,, SPLICE STAGGERED <br />O/C <br />4 <br />ItlOd @ 8 <br />SCALE: N.T.S. <br />�4 <br />2"x BUILT-UP COLUMN, SOLID MEMBER OR <br />_W2 P.L. 1.8E Fb=2400 PSI (AS PER PLANS) <br />0 0 <br />o 0 HTT4 w/ (18) 10d NAILS (3610# SPF) <br />a - HTT5 w/ (26) 1 Od NAILS (4670# SPF) <br />;.-" DTT2Z w/ (8) 1/4" x 11/2" SDS (1835# SPF) <br />.0.0 <br />0 0 HDU2-SDS2.5 w/ (6) 1/4" x 2 1/2" SDS (2215# SPF) <br />00 HDU4-SDS2.5 wl (10) 1/4" x 2 1/2" SDS (3285# SPF) <br />HDU5-SDS2.5 W/ (14) 114" x 2 1/2" SDS (4065# SPF) <br />HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS (5665# SPF) <br />HDU1 1-SDS2.5 w/ (30) 1/4" x 2 1/2" SDS (6865# SPF) <br />* 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" <br />EMBEDMENT W/ WASHER & NUT <br />. <br />. <br />U \�L <br />STAGGERED FROM BOT. ATTACH ALL 0 FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED <br />A.T.R. MIN. 8" EMBEDMENT W/ WASHER & <br />REINF NUT <br />SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK---/ EXTERIOR STUDS <br />INFO. W/MOUNTING ANGLE W/ tl 6d TOENAILS <br />TO P PLATE 9 FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. <br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: <br />MIN. 8" EMBEDMENT W/ WASHER & NUT <br />BOTTOM SPLIC <br />FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.!R. <br />OVERSTUD <br />AT LEAST 4'-0" LONG. TYPICAL MIN. 8" EMBEDMENT W/ WASHER & NUT <br />TYPICAL INTERIOR NOW <br />BEARING WOOD FRAME WA <br />HTT HDU TENSION TIE <br />LL �J TYPICAL GARAGE DOOR BUCK (7� TOP PLATE SPLICE DETAIL rM rN <br />SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS <br />� �4 <br />F= 2240 LBS <br />SIMPSON SIMPSON SIMPSON nc <br />, <br />— <br />, <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x4"WALL <br />2" x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />ISTUDS <br />SIZE <br />EA END <br />EA END <br />EA END <br />I 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 />r- <br />9 -16' <br />1 (3) <br />1 (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 />16e�o <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"xl 0" OR <br />2x CRIPPLES @ <br />GREATER HEADER <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />SIMPSON SP4 W/ (6) <br />(2) 2x HEADER SEE PLAN <br />1 Od x 1 1/2" AT EA <br />STUD (USE SP6 FOR <br />INTERIOR HEADER: <br />CS 4D <br />2x6 WALL, USE SP8 <br />(1) 2x SILL PLATE W/ (2) <br />FOR 2x8 WALL) <br />12d TOENAILS <br />BOX HEAD ER EXTERIOR HEADERS: <br />10d NAILS @ 8" <br />ONLY (1) 2x SILL PLATE Wif (2) <br />O/C TYP. <br />12d TOENAILS <br />DOUBLE 2x <br />a OPENING LARGER THAN 4 FT: <br />CRIPPLE STUD <br />(2) 2x SILL PLATE w/ SIMPSON <br />TYPICAL (U.N.O.) <br />LS30 wl (6) 1 Od x 1 1/2" EACH <br />SIDE <br />'�'�2x STUDS TYP. <br />SIMPSON HTT4 TYP. <br />0/5 U.N.O. SEE N/S4 <br />** HOLD DOWN <br />CONNECTIONS <br />NOT REQUIRED @ <br />BEARING WALLS NOTED <br />PLATE <br />P.T. BOT. PLATE <br />WITHOUT UPLIFT <br />WALL HEADER DETAIL rQ <br />SCALE: N.T.S. <br />SP2 <br />SP4 <br />2X STUDS @ 24" O.C. <br />/8"x10" "J" BOLT <br />@ 24" O.C. MAX. <br />MIN. (2) PER <br />BOTTOM PLATE <br />SECTION ­2 <br />P <br />4)­.�r <br />SIMPS6N SP4 <br />TRANSOM FRAMING <br />SEE SECTION "S1 AND <br />BB/Sl FOR ADDITIONAL <br />DETAILS <br />LINTEL <br />/ / <br />4 <br />( P.T. <br />-ATE <br />SWIPSGIN S Pl <br />SP2 <br />SIMPSON <br />'X <br />10 <br />ST <br />J- <br />M <br />TRANSOM FRAMING <br />SEE SECTION AA/S1 <br />AND BB/Sl FOR <br />ADDITIONAL DETAILS <br />RECESS <br />LINTEL <br />I <br />\-NAILED <br />INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />SP4 <br />SIMPSON <br />Spi <br />SIMPSON- <br />SP4 <br />� �i, <br />. <br />_F� <br />7— -, 9. <br />2X8 P.T. BOTTOM PrT E <br />SIMPSON SIMPSON <br />SP4 SP2 i <br />NAILED INTO <br />TRANSOM <br />FRAMING <br />SIMPSON <br />Spi SIMPSON <br />ON SP4 <br />- SIMPS <br />SP4 <br />\-518"x10" "J" BOLT @ 24" O.C. MAX. <br />C (MIN. (2) PER BOTTOM PLATE) <br />SIMPSON <br />SP4 <br />" <br />4 <br />2X6 R 1. 130 1 1 OM <br />PLATE <br />UU I <br />5/8"xl 0" "J" BOLTS @ 24" O.C. MAX. <br />(MIN. (2) PER BOTTOM PLATE) <br />T__T-T_ I <br />Sr,+ <br />2X TOP PLATE <br />OVERLAPPING <br />NAILS @ 6" <br />%GGERED <br />3OLTS @ 24" O.C. <br />kx <br />2X P.T. PLATE <br />ROOFTRUSSABOVE <br />/_ 2X BLOCKING <br />(2) 16d TOE NAILS <br />EA. BLOCKING <br />2X8 WALL ABOVE <br />ENTRY <br />K.O. BLOCK W1(1) <br />#5 CONT. & <br />FILLED <br />5/8"X1 0" J-BOLTS <br />@ 2'-0" O.C. <br />-MASONRY WALL <br />1 Od NAILS @ 4 <br />10d <br />A NAILS @ 6" O.C. <br />STAGGERED STAGGERED <br />TRANSOM FRAMING <br />0 <br />BEYOND. <br />7- <br />PLYWOOD FASTENED TO TRUSSES F— LPLYWOOD <br />WITH 8d COMMON WIRE NAILS @ 4" <br />SHEATHING <br />O/C BOUNDARIES 6" O/C EDGES 0 <br />& 8" O/C FIELD <br />L <br />SIMPSON SP4w/(6) 10dx 1 12" <br />12K: <br />(USE SP6 FOR 2x6 WALL, USE —PLYWOOD <br />SP8 FOR 2x8 WALL) SHEATHING <br />SIMPSON SP2 w/ (12) 10d NAILS MASONR <br />SIMPSON SP1 wl (10) 10d NAILS WALL BELOW 0_�_5/8"X10"J-BOLTS@24"O.C. <br />MAX. (MIN, (2) PER BOTTOM <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 />SCALE: N.T.S. <br />S4 <br />room <br />IM <br />CD <br />(0 <br />< <br />In, <br />Ln CD <br />Q) <br />LLJ <br />ci <br />0 <br />0 LU <br />E <br />0 <br />V) <br />C) <br />LU <br />E <br />MIN <br />co <br />C C', <br />c_0 - S m <br />0 cli <br />.9 ct <br />0 6, <br />a� <br />U_ co <br />-:5 - co <br />0 .2 fz�- <br />CO 0� C, <br />01- <br />< 0 <br />U-> <br />Al <br />BID. <br />I <br />C B D C <br />7 <br />S J� C4 <br />CN <br />c.5 <br />LIA <br />Uj <br />M j", <br />-�z <br />- <br />M 9 L <br />UL <br />LU Slott <br />W11111101 <br />0 <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />withinthe drawings compy with the 2017 Florida <br />Building Code - Residential 61t1h Edition. Engineer's <br />signature and sea] is only for the structural engineering <br />portions ofthe drawing pages bearing Engineer's signature <br />and seal. <br />CD <br />Z C-4 <br />0 <br />4_j C:) <br />=3 I'D CD <br />z <br />> V) M <br />ro <br />4-J <br />U-) M Ln <br />cu Ln <br />< " LL_ <br />z <br />C)-ry) <br />0� U ro <br />CL 00 <br />< <br />oo <br />z E <br />W <br />IT <br />LU <br />_j 0 <br />11.0 <br />0, <br />5.- <br />z g <br /><z <br />alk <br />EU 08 0, <br />.- Of <br />Z Uj LU <br />uz� <br />=) Z <br />U <br />V Re 2 <br />a- ow 2,cg <br />9W u- 0 <br />W�04 <br />M @ <br />L_ <br />Lu <br />V) <br />ZZ <br />. . <br />cu <br />> <br />0*1 <br />zz <br />iR <br />H <br />z <br />C <br />fy) <br />2: <br />5- <br />a) <br />_0 <br />_0 <br />1 <br />C <br />------ cr— <br />0 <br />z <br />0 <br />U <br />fu <br />Cl) <br />Lu <br />LU 2: <br />2� <br />0 <br />< <br />r- <br />r1*4 <br />N <br />M <br />z < Q�< <br />lu a - <br />< <br />WIT <br />g I� <br />z <br />ogw <br />".2 <br />8 <br />z <br />-, Iz- <br />LIJ <br />Lr) <br />x <br />di <br />< <br />z <br />0, <br />< W� =) <br />�zo <br />< <br />9 1- <br />z <br />N <br />C4 <br />ca <br />r14 <br />Z <br />LU <br />Z <br />0 <br />(2:) <br />7' <br />z <br />rn <br />T__4 <br />IQ. <br />I LI) <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MIAMES <br />VERSION NO' 4nO <br />SHEET NO. <br />S4 <br />