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t <br />I <br />I <br />— — — — — — — — — — — — — — — -I <br />CROSS BRACING DETAIL (TYP.) <br />SCALE: N.T.S. <br />TRUSS NOTES: <br />CONY. FRAMED RIDGE <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. 12d WHEN <br />BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDSS NEXT TO <br />INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS <br />COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES <br />OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD <br />SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & <br />SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION <br />OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED <br />ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER <br />A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS <br />LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING <br />SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 21 <br />O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d <br />NAILS AT EACH TRUSS INTERSECTION. Cg <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS <br />DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS <br />DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS <br />vv/ c.- 1 vu Lw awl 1 1 1 wvv v v <br />TYP. HAND FRAMING ABOVE TRUSS <br />2X4 STUDS & PLATES AT 2'-0" O.C. <br />EACH DIRECTION TYP. U.N.O. <br />2x8 BLOCKING NAILED @ <br />- EACH SIDE w/ (3) 12d NAILS <br />WHEN REQUIRED w/ (2) <br />SIMPSON HTS20 w/ (24) 11 x <br />1 1/2" NAILS EACH <br />10 <br />PRE-ENG. TRUSS <br />2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING <br />MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - <br />^ CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIRECTION TYP. <br />DIAGONAL - <br />AT 8'-0" <br />MAX <br />2X4 CONT. AT <br />T & B CHORD <br />WOOD <br />TRUSS <br />VERTICAL SCAB 2 x 6 <br />#2 SPF 48" O.C. W/ (4) <br />11 TOP & BOTTOM <br />OR SIMPSON H2.5A w/ <br />(10) 8d NAILS <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />2x4 SPF 2 (2) #7X 3-1/2" <br />WOOD SCREW EACH <br />TRUSS OR SIMPSON <br />H2.5A w/ (10) 8d NAILS <br />AT 48" O.C. <br />BEVEL CUTS <br />(OPTIONAL) <br />2x8 #2 SPF RIDGE BEAM <br />2x6 RAFTERS FOR SPANS 4FT TO 8FT <br />2X4 RAFTERS FOR SPANS LESS THAN <br />4FT @ 2'-0"0.C. MAX. w/ (3) 11 <br />COMMON TOENAILS TO BEAM <br />CONC. MASONRY <br />STEEL OR WOOD <br />BEARING SUPPORT <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <br />PROVIDE 2X4 MIN. BLOCKING AT <br />CL OF HIP/RIDGE, TYP.BETWEEN <br />TRUSSES W/ (2) 12D NAILS EACH <br />END TO TRUSS TOP CHORD <br />TYP. <br />�A TRUSS <br />G.T. <br />ADD 2X4 ALONGSIDE <br />TOP CHORD WHEN REQ'D <br />TO PREVENT PLYWOOD <br />SPAN FROM EXCEEDING <br />JACK <br />MAX 24" SPAN (EITHER TRUSSES HIP <br />SIDE OR BOTH IF REQ'D) G. <br />(2) 12D NAILS - <br />AT 12" O.C. MAX <br />HIP/RIDGE BLOCKING DETAIL <br />SCALE: N.T.S. <br />WOOD POST, SEE FLR <br />PLAN FOR SIZE & BASE <br />CONNECTION SEE <br />PLAN <br />EXTEND <br />n _ SLAB 1 1/2" <br />(2) #5's CONT. T&B w/ <br />-I �I �1� <br />#3 STIRRUPS AT 4'-0" <br />- WHEN DEPTH <br />PORCH SLAB SEE EXCEEDS 30" <br />FOUNDATION PLAN <br />GRADE <br />N _ <br />2 ENTRY PORCH SILL 14 <br />SCALE: N.T.S. <br />WOOD OR MASONRY ABOVE <br />MASONRY PIER SEE FLOOR PLAN <br />FOR COLUMN INFO WOOD OR MASONRY <br />z <br />0 <br />a <br />W <br />w <br />w <br />W <br />fn <br />Sk <br />INTEGRATE M <br />KNEEWALL IN <br />MAIN HOUSE <br />REQUIRED <br />MASONRY KN <br />COURSES w/ <br />W/ (1) #5 CON <br />T <br />ASONRY ABOVE MASONRY <br />TO CMU BASE OR PIER SEE FLOOR <br />PER ELEVATION IF PLAN FOR COLUMN <br />INFO <br />EE WALL MAX 3 <br />TOP K.O. COURSE CMU BASE W/ (1) #5 <br />. FILLED CELL VERTICAL EACH <br />SPAN MAX II CORNER FILLED <br />MAX 3 SOLID. SEE ELEV. <br />COURSE FOR BASE SIZE <br />(3) #5's EA. WAY <br />PORCH SLAB SEE <br />4 <br />Ak <br />SLAB <br />LEVEL FOUNDATION PLAN <br />-II <br />(2) #5's CONT T&B w/ z <br />TOP COURSE TO <br />BE CHAIR BLOCKS. <br />ENTIRE BASE TO <br />BE FILLED SOLID <br />SEE ELEV. FOR <br />BLK HGT. <br />#5 REBAR CONT <br />@ SLAB LEVEL <br />EXTEND SLAB <br />1 1/2" BEYOND <br />BLOCK FACE <br />EXTEND <br />SLAB 1 1/2" <br />SEE CUT <br />CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" - <br />MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH -T <br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" <br />V-4" <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILL 16 <br />SCALE: N.T.S. <br />TOP COURSE TO <br />BE CHAIR BLOCKS. <br />ENTIRE BASE TO <br />BE FILLED SOLID <br />SEE ELEV. FOR <br />BLK HGT. <br />#5 REBAR CONT <br />@ SLAB LEVEL <br />EXTEND SLAB <br />1 1/2" BEYOND <br />BLOCK FACE <br />EXTEND <br />SLAB 1 1/2" <br />SEE CUT <br />CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" - <br />MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH -T <br />ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" <br />V-4" <br />TO DRAIN WATER <br />KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN <br />ENTRY PORCH SILL 16 <br />SCALE: N.T.S. <br />A -A ALTERNATE BLOCKING <br />SIMPSON LSTA18 <br />W/ (12) 10d NAILS <br />SIMPSON HUC410w/(14) F -I <br />SEE PLAN <br />FOR CANT. <br />CENTERED AT <br />16d INTO HEADER & <br />DETAIL @ INTERIOR BEARING <br />SPLIT TO TIE <br />BEAMS TOGETHER <br />I <br />(6) <br />10dINTO BEAM -SEE <br />ROOF PLAN FOR MORE <br />�- <br />3 <br />INFO <br />SCALE: N.T.S. <br />1\j <br />WOOD TRUSS <br />SEE FLOOR PLAN FOR <br />q PROVIDE BLOCKING AT ALL TRUSS BEARING <br />SEE FLOOR PLAN <br />COLUMN SIZE & BASE <br />CONNECTION INFO <br />—7/16" OSB FLITCH PLATE <br />REQ'D ONLY WHEN <br />TYP. <br />WOOD <br />TRUSS BLOCKING DETAIL <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />FOR COLUMN SIZE L <br />I <br />L— <br />INDICATED ON BM. <br />SCALE: N.T.S. STANDARD HEEL HEIGHT <br />& ADDITIONAL INFO. <br />— —� <br />7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR <br />— SCHEDULE/PLAN <br />REQ'D ONLY WHEN COLUMN SIZE & BASE <br />OPTION <br />A <br />M <br />D/PLANOPTION <br />CONNECTION INFO <br />B <br />OPTION <br />C <br />SCHEDULE/PLAN <br />PORCH SLAB SEE EXTEND <br />FOUNDATION PLAN SLAB 1 1/2" <br />— <br />(2) #5's CONT. T&B w/ <br />#3 STIRRUPS AT 4'-1 <br />WHEN DEPTH <br />EXCEEDS 30" <br />_-- GRADE <br />iV Z <br />1'-4" <br />PORCH SILL �15 <br />SCALE: N.T.S. <br />SEE FLOOR PLAN -,,SEE PLAN FOR <br />FOR BRG. OR REQ'D STAIR INFO. <br />NON-BRG. WALL IF CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />2" <br />z c o • W <br />Q <br />PORCH SLAB SEE - <br />CL N <br />FOUNDATION PLAN w <br />cn 2 Z <br />LU <br />(2) #5's CONT. T&B <br />.: <br />W/ #3 STIRRUPS AT <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" _ LOWER OR <br />GARAGE SLAB <br />1'411 SEE PLAN <br />LARGE STEP DOWN 17 <br />SCALE: N.T.S. <br />2X4 STUDS w/ SIMPSON <br />SP1 w/ (10) 11 NAILS <br />AT BASE SEE J/S6 FOR <br />MORE INFO. <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />SIMPSON LSTA30 w/ <br />(22) 10d NAILS OR <br />SIMPSON MTS12 w/ <br />XX (14) 10d x 1 1/2" NAILS <br />TO FLOOR GIRDER <br />BELOW @ 16" O.C. <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION a� FLOOR <br />CONNECTION r22� <br />SCALE: N.T.S. <br />COMMON BM. TO POST ATTACHMENT <br />SEE ROOF PLAN <br />FOR BEAM SIZE & <br />CONNECTION INFO. <br />SIMPSON (2) HTS20 w/ (14) <br />10d NAILS TYP. U.N. 0. <br />SEE FLOOR PLAN FOR — <br />COLUMN SIZE & <br />ADDITIONAL INFO. <br />(WOOD COLUMN SHOWN) <br />A A <br />SEE PLAN FOR <br />TOP OFT <br />M <br />J <br />SEE PLAN FOR <br />CANT. IF <br />INDICATED <br />CORNER `I�—SEE FOUNDATION <br />�►'I PLAN FOR MORE INFO <br />5" <br />COMMON BM. ATTACHMENT <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />MIDDLE <br />BM. SPLICE OVER <br />CENTER OF POST <br />WOOD WALL <br />OR TRUSS. <br />SEE PLAN <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />VARIES W/ <br />ROOF SLOPE <br />2X4 CONT. W/ (2) <br />16d COMMONS <br />NAILS EACH <br />STUD TYP. T&B <br />-TRUSS OR <br />ROOF SYSTEM <br />SHEAR TRANSFER <br />EXTERIOR. WALL <br />SCALE: N.T.S. <br />2x4 #2 SYP NAILER. NA <br />TO STUDS w/ (3) 16d @ <br />EACH STUD - TOENAIL <br />EACH TRUSS TO <br />NAILER w/ (3) 10d <br />IF 2x DOUBLE LEDGER, <br />ATTACH FIRST PLY <br />w/ (4) 16d NAILS TO EA. <br />END OF TRUSS THEN <br />ATTACH SECOND PLY w/ <br />(3) ROWS OF 16d NAILS <br />AT 24" O.C. r. <br />ROOF AND EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />VERIFY FLOOR JOIST W/ RIM <br />BOARD OR FLOOR GABLE W/ <br />FRAMING PLAN <br />SIMPSON LUS26 w/ (8) 10d • <br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN <br />SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION <br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR <br />INTO END OF EACH FLOOR BLOCKING INFO) <br />TRUSS, 24" O.C. MAX. (AT EACH <br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL <br />EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF 9 <br />SCALE: 1/2" = 1'-0" <br />%2' CDX PLYWOOD OR 7/6" O.S.B. <br />SHEATHING REQ'D FROM BOTTOM <br />OF WALL TO ROOF SHEATHING <br />ABOVE W/ 8d NAILS @ 4" O.C. IN <br />FIELD, EDGES & BOUNDARIES <br />SEE PLAN MAX. <br />24" STEPS <br />SEE PLAN FOR OPT. <br />STAIR INFO. IF <br />CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />SECTION <br />SCALE: N.T.S. <br />CV <br />r <br />COMMON TRUSS <br />W/ INTERIOR BRIG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />RUSS/ <br />d!qT_0P WAL <br />EE PLAN <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />REQ'D CONNECTIONS <br />2X4 #2 SPF STUDS @ <br />12" O.C. W/ USP SPT22 <br />@ BASE & SPT24 @ <br />TOP <br />2x4 #2 SYP P.T. PLATE W/ <br />V EPDXY ANCHOR OR <br />J-BOLT OR Y2' TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />MIN. 6" EMBEDMENT I <br />MAIN HOUSE <br />SLAB <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" <br />GARAGE MONO// 21 <br />s <br />oUj <br />em <br />.aC � <br />:tea <br />...•^ .lei :� <br />M <br />N <br />0 <br />N <br />ti <br />N <br />M <br />0 <br />`>r <br />i . r 5 }� ✓� <br />!T • i y i'� L- '6 <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 />Engineer's signature and seal. <br />- N <br />W S N <br />3 10 <br />Q O -0 N n ik <br />ry5 N 2 � <br />V 3LID— 2 N LL LL <br />N (nrNn- LL W <br />a U_ u_ a Y Cz <br />zboo <br />roof 2 <br />0 <br />O: '� N CO 0] W Q <br />IL W 0 2 P-;;W <br />Z N m Z o r <br />z o ❑ <br />Z I-] El <br />W <br />ism <br />CD <br />N O <br />o <br />(0 <br />z o � <br />Q <br />J — <br />N <br />r> <br />N z <br />a) _ <br />'n c <br />o <br />1_i.l <br />0 w o <br />�y N <br />VN U) <br />L; 0 <br />�s <br />C � rli <br />G1 <br />Q N 0 <br />o <br />w <br />cl" ¢ Z <br />a <br />U_ E zo > <br />E Wo z" <br />4 oa <br />O CL O <br />o V °Q <br />tO ¢o ww <br /><o 1 m <br />o <br />q O Y p <br />> m �o >z <br />z -5 <br />m aw <br />�z <br />NON to ~°o Zs <br />a <br />a!'O w� =h <br />m H ,� <br />az 3 <br /><a ¢p <br />mi o a� <br />V zl�d 0 ; <br />=O = <br />0 <br />a <br />> CIO <br />0TO <br />rn <br />O <br />Y U O <br />U) m � N <br />4-0 <br />0 M <br />O <br />N Q r- <br />ai Z' M CV o <br />N W c� z <br />z E IO ` <br />E -0c <br />O C <br />a U °� Q <br />JOB NO: 23-00502 <br />SCALE: AS NOTED <br />SHEET NO. <br />D 1 <br />ROOF AND EXTERIOR SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE 2ND FLOOR WALL SECTION <br />FOR ADDITIONAL INFORMATION <br />VERIFY FLOOR JOIST W/ RIM <br />BOARD OR FLOOR GABLE W/ <br />FRAMING PLAN <br />SIMPSON LUS26 w/ (8) 10d • <br />NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN <br />SIMPSON LUS26-2 w/ (8) 16d NAILS TO LEDGER AND J/S6 FOR MORE INFO. <br />VERIFY WITH PLAN FOR <br />2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION <br />(4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR <br />INTO END OF EACH FLOOR BLOCKING INFO) <br />TRUSS, 24" O.C. MAX. (AT EACH <br />SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL <br />EACH SIDE) (TYPICAL) <br />SECTION AT LOW ROOF 9 <br />SCALE: 1/2" = 1'-0" <br />%2' CDX PLYWOOD OR 7/6" O.S.B. <br />SHEATHING REQ'D FROM BOTTOM <br />OF WALL TO ROOF SHEATHING <br />ABOVE W/ 8d NAILS @ 4" O.C. IN <br />FIELD, EDGES & BOUNDARIES <br />SEE PLAN MAX. <br />24" STEPS <br />SEE PLAN FOR OPT. <br />STAIR INFO. IF <br />CONCRETE STAIRS <br />FORMED & POURED <br />W/ (1) #5 EACH STEP <br />GARAGE OR <br />LOWER SLAB <br />SEE PLAN <br />SECTION <br />SCALE: N.T.S. <br />CV <br />r <br />COMMON TRUSS <br />W/ INTERIOR BRIG. <br />SEE PLAN FOR <br />CONNECTIONS <br />INFO. <br />RUSS/ <br />d!qT_0P WAL <br />EE PLAN <br />MIN. (2) 2x8 #2 SYP <br />HEADER. SEE Q/S4 FOR <br />REQ'D CONNECTIONS <br />2X4 #2 SPF STUDS @ <br />12" O.C. W/ USP SPT22 <br />@ BASE & SPT24 @ <br />TOP <br />2x4 #2 SYP P.T. PLATE W/ <br />V EPDXY ANCHOR OR <br />J-BOLT OR Y2' TITEN HD <br />ANCHOR @ 24" O.C. W/ <br />MIN. 6" EMBEDMENT I <br />MAIN HOUSE <br />SLAB <br />(2) #5's CONT. T&B <br />W/ #3 STIRRUPS AT <br />4'-0" WHEN DEPTH <br />EXCEEDS 30" <br />GARAGE MONO// 21 <br />s <br />oUj <br />em <br />.aC � <br />:tea <br />...•^ .lei :� <br />M <br />N <br />0 <br />N <br />ti <br />N <br />M <br />0 <br />`>r <br />i . r 5 }� ✓� <br />!T • i y i'� L- '6 <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 />Engineer's signature and seal. <br />- N <br />W S N <br />3 10 <br />Q O -0 N n ik <br />ry5 N 2 � <br />V 3LID— 2 N LL LL <br />N (nrNn- LL W <br />a U_ u_ a Y Cz <br />zboo <br />roof 2 <br />0 <br />O: '� N CO 0] W Q <br />IL W 0 2 P-;;W <br />Z N m Z o r <br />z o ❑ <br />Z I-] El <br />W <br />ism <br />CD <br />N O <br />o <br />(0 <br />z o � <br />Q <br />J — <br />N <br />r> <br />N z <br />a) _ <br />'n c <br />o <br />1_i.l <br />0 w o <br />�y N <br />VN U) <br />L; 0 <br />�s <br />C � rli <br />G1 <br />Q N 0 <br />o <br />w <br />cl" ¢ Z <br />a <br />U_ E zo > <br />E Wo z" <br />4 oa <br />O CL O <br />o V °Q <br />tO ¢o ww <br /><o 1 m <br />o <br />q O Y p <br />> m �o >z <br />z -5 <br />m aw <br />�z <br />NON to ~°o Zs <br />a <br />a!'O w� =h <br />m H ,� <br />az 3 <br /><a ¢p <br />mi o a� <br />V zl�d 0 ; <br />=O = <br />0 <br />a <br />> CIO <br />0TO <br />rn <br />O <br />Y U O <br />U) m � N <br />4-0 <br />0 M <br />O <br />N Q r- <br />ai Z' M CV o <br />N W c� z <br />z E IO ` <br />E -0c <br />O C <br />a U °� Q <br />JOB NO: 23-00502 <br />SCALE: AS NOTED <br />SHEET NO. <br />D 1 <br />