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MA <br />L1 <br />L1 M1 <br />MH <br />LA <br />LC <br />LD <br />LF <br />LG <br />LH <br />LI <br />LJ <br />LB <br />LE <br />L3 L5 <br />L4 L6 <br />L6L2 <br />BB <br />AA <br />101 <br />102 <br />12 <br />S302 <br />S302 13 <br />27 <br />S302 <br />31 <br />S302 <br />MST TRUSS SPACING @ 24" OC29' - 9"1' - 6"97' - 0"1' - 6"34' - 5"2' - 9"19' - 4"1' - 4"12' - 11"2' - 3"24' - 0"3' - 0"4' - 0"15' - 11"18' - 8"10' - 7"5" SEISMIC JT <br />4' - 2"25' - 0" <br />8' - 8" <br />52' - 2" <br />S302 11 <br />15 <br />S210 <br />S302 25 AA.1 <br />5' - 0"19' - 3"5' - 6"AA.8 <br />101.2 <br />6' - 0"7' - 3" <br />11' - 9" <br />L2.2 <br />S302 <br />161é"x11ë" LVL @ 24" OC.TYP AS sHOWN+13' - 0" TOF <br />TYP <br />S302 15 <br />S30232 <br />GT-1 <br />1é"x11ë" LVL LEDGER <br />CONT A <br />51'-1" <br />A <br />44'-6" <br />A <br />27'-2"A5'-0"A19'-3"A <br />44'-3" <br />í" MIN APA RATED SHEATHING, <br />32/16 PANEL INDEX, EXP 1 <br />NAIL w/ 8d @ 6" OC EDGES, 12" OC <br />FIELD. UNBLOCKED. INSTALL w/ LONG <br />DIM PERPENDICULAR TO FRAMING. <br />TYP. TOF= <br />í" MIN APA RATED SHEATHING, 32/16 <br />PANEL iNDEX, EXP 1 NAIL w/ 8d @ 6" OC <br />EDGES, 12" OC FIELD. UNBLOCKED. <br />INSTALL w/ LONG DIM PERPENDICULAR <br />TO FRAMING. TYP. TOF= <br />+13' - 0" <br />+13' - 0" <br />S301 <br />35 <br />S301 <br />26 <br />S302 <br />22 <br />S302 <br />23 <br />S30221 <br />S30229 <br />3å"x11ë" LVL <br />S210 <br />5 <br />36' - 8"15' - 6" <br />MST-3 <br />MST-2 <br />MST-1 <br />MST-4 <br />MST-4 <br />MST-5 <br />MST-5A4x6TRUSS BLKG <br />@ 24" OC <br />TRUSS BLKG @ 48" OC <br />TRUSS BLKG <br />@ 24" OC <br />TRUSS BLKG <br />@ 48" OC <br />TRUSS BLKG <br />CONT. SEE <br /> TYP <br />TRUSS BLKG <br />CONT <br />2x6 BLKG <br />CONT <br />TRUSS BLKG <br />CONT <br />TRUSS BLKG <br />CONT <br />2x6 BLKG <br />CONT <br />28 <br />S001 <br />28 <br />S001 <br />25 <br />S001 <br />11°MST-3 <br />MST-3A <br />MST6A <br />MST-6 <br />S2201é"x11ë" LVL LEDGER2x6 BLKG <br />CONT PER <br />28 <br />S001 <br />ADD JST <br />CENTERED ON <br />WALL ABOVE <br />ALIGN JST/RIM @ <br />GRID L3 & L5 <br />6x86x6 <br />4x6 FLAT6x66x6 DBL 1å"x14" LVL BU HDRDBL 2x6 BU HDR4x6 FLAT6x86x8 <br />6x8 6x8 6x84x6 FLAT4x6 FLAT 4x6 FLAT <br />4x6 FLAT <br />4x6 FLAT6x66x6 <br />A27'-0"S302 <br />24A13'-10"S210 <br />9 <br />14 <br />S221 <br />9 <br />S221 <br />S302 <br />35 <br />H1 <br />H1 <br />H1 <br />H1 <br />21 <br />S210 <br />26 <br />S210 <br />TYP <br />TYP <br />31 <br />S210 <br />22 <br />S210 <br />32 <br />S210 <br />32 <br />S210 <br />33 <br />S210 <br />33 <br />S210 <br />28 <br />S210 <br />26 <br />S210 SIM <br />23 <br />S210 <br />31 <br />S301 <br />1. EXTERIOR WALLS NOT NOTED AS SHEAR WALLS SHALL HAVE SAME <br />SHEATHING AS SHEAR WALLS. NAIL w/ 8d @ 6" OC EDGES, 12" OC FIELD. <br />BLOCK ALL EDGES. <br />2. TOF DENOTES ELEV OF UNDERSIDE OF SHTG FROM FINISH 1ST FLR SLAB. <br />TOP OF FRAMING ELEVATIONS SHALL BE SET TO CONFORM TO <br />INDICATED UNDERSIDE OF SHTG ELEV. <br />3. ð HT DENOTES TOP ð ELEVATION ABOVE FINISH 1st FLR. <br />4. TOW DENOTES TOP OF WALL ELEV ABOVE FINISH 1st FLR. <br />5. 4x ARE DF#2, 6x ARE DF#1. <br />6. STUDS FOR HEADER SUPPORT. <br />PROVIDE (1) KING & (1) TRIMMER UON. SEE UON. <br />7. FOR WALL TOP ð SPLICE, SEE <br />8. RT, GT, DENOTES METAL PLATED WOOD TRUSSES. SEE <br />MST TRUSS SPACING SHOWN IS NOMINAL. TRUSSES <br />CAN BE SHIFTED FOR ALINGMENT PURPOSES <br />PROVDED TRUSS TRIBUTARY WIDTH IS 24" MAX UON. <br />9. (*'-*")DENOTES BOTTOM OF BM ELEV FROM FINISH 1ST FLR SLAB. <br />BOTTOM OF BM TO BE AT HEAD OF OPNGS UON. <br />S220 <br />33S001 <br />22 S001 <br />26 <br />NOTES:(1)2x(K)(1)2x(TR)LEDGEND <br />2x6 DF#2 @ 16" OC w/ å" SHTG <br />* <br />*'-*"SHEAR WALL MARK w/ MIN SHEAR WALL LENGTH <br />INDICATED WHERE REQ. SEE SHEAR WALL SCHD. <br />TERMINATE SHEAR WALL @ OPNGS.PROVIDE <br />EDGE NAILING @ KING STUDS $ POSTS. SHEAR <br />WALL DESIGNATION NOT NOTED TO BE SAME AS <br />STORY BELOW. <br />1å"x7å" LSL @ 16" OC w/ å" SHTG <br />DENOTES ROOF/MECH WELL SHTG SPAN <br />DIRECTION (LONG SHEET DIM) <br />H*DENOTES HANGER PER HANGER SCHEDULE <br />NOTES: <br />1.INSTALL WALL SHTG PRIOR TO CONSTRUCTION OF POP-OUTS <br />AND ADJACENT WALLS. <br />2.BLOCK ALL PANEL EDGES. <br />3.ALL NAILS INTO PRESSURE TREATED SILL ƒ's SHALL BE HOT <br />DIPPPED GALVANIZED. <br />4.AT ADJOINING EDGES, STICHED DBL 2x PER MAYBE <br />USED IN LIEU OF 3x MINIMUM. <br />32 <br />S001 <br />L1 <br />LA <br />L2 <br />6x8( +10' - 3" )6x8( +10' - 1" )3' - 0" <br />FRAMING & DETAILS <br />PER UON <br />S210 <br />9 <br />+10' - 10" TOW <br />+10' - 10" TOW <br />HUC68 <br />HUC68 <br />HUC68 <br />HUC68 <br />+10' - 2 1/2" <br />BOTT OF <br />SHTG <br />L1 <br />LF <br />LH <br />L2 <br />15 <br />S210 5á"x11ë" LVL( +15' - 7" )5á"x11ë" LVL( +15' - 9" )3' - 0"20' - 8"2x4 LEDGER CONT2x4 LEDGER <br />2x4 LEDGER <br />LUS 24 EA END <br />2x4 @ 24" OC <br />2x4 BLKG CONT EA SIDE <br />OF CONT SLOT. SEE <br />ARCH FOR LOC & EXTENT <br />í" SHTG SAME AS <br />MAIN RF SHTG. <br />+15' - 8 1/2" <br />BOTT OF <br />SHTG <br />HUCQ612-SDS <br />HUSCQ612-SDS <br />HUCQ612-SDS <br />HWP5.375XH1=13ë" <br />14 <br />S210 <br />20 <br />S210 <br />5á"x11ë" LVL ( +15' - 9" ) <br />L1 L2 <br />ELEV <br />PER PLAN ELEV <br />PER PLANEN. TYP <br />16d SINKERS <br />@ 12" OC <br />CONT SLOT IN <br />SOFFIT SHTG <br />PER ARCH <br />HANGERS <br />PER PLAN <br />LEDGER PER PLAN <br />w/ (2) ROWS 16d <br />SINKERS @ 12" OC <br />JSTS PER <br />PLAN <br />BMS PER <br />PLAN <br />* <br />EN <br />LEDGER PER PLAN w/ (2) <br />16d SINKERS @ EA STUD <br />BACK <br />NAIL EN <br />SOFFIT SHTG <br />PER PLAN <br />LH <br />EN. TYP <br />16d SINKERS <br />@ 12" OC <br />SOFFIT SHTG <br />PER PLAN <br />LEDGER PER PLAN w/ (2) <br />16d SINKERS @ EA STUD <br />+13-0" TOF NM <br />+13' -0" <br />HANGER <br />PER PLAN <br />JSTS PER <br />PLAN <br />EN. TYP <br />LTP4 @ 24" 0C <br />EN. TYP <br />1é"x11ë" <br />RIM CONT <br />* <br />+13-0" TOF NM <br />+13' -0" <br />* <br />NOTE: <br />SEE UON21 <br />S210 <br />LTP4 @ <br />24" OC <br />LE <br />+13-0" TOF NM <br />+13' -0" <br />EN <br />16d SINKERS <br />@ 12" OC <br />JST PER PLAN <br />HANGER PER PLAN <br />L1 <br />+13-0" TOF NM <br />+13' -0" <br />CS16x28" w/ (11) 0.131"x2å" <br />EA END @ BLKG <br />JSTS PER <br />PLAN <br />1é"x11ë" BLKG <br />@ 48" OC. TYP <br />A34 @ BLKG <br />16d SINKERS <br />@ 12" OC <br />EN. TYP <br />LTP4 @ <br />24" OC <br />L1 <br />+13-0" TOF NM <br />+13' -0" <br />EN <br />CONT 2x6 <br />BLKG <br />16d SINKERS @ 6" OC TO <br />BLKG. MIN (2) PER BLK <br />EN <br />CS16 w/ (5) <br />8d EA END <br />@ BLKG <br />LEDGER PER PLAN w/ (3) <br />16d SINKERS TO EA STUD <br />101 <br />+13'-0" TOF SM <br />+13' -0" <br />H1. TYP @ RT <br />RT PER PLAN <br />16d SINKERS <br />@ 6" OC <br />EN <br />TRUSS BLKG <br />CONT <br />PER <br />EN. TYP <br />LTP4 @ <br />24" OC <br />CONT 2x6 <br />FLAT BLKG <br />EN <br />16d SINKERS <br />@ 12" OC <br />25 <br />S001 <br />BB <br />+13'-0" TOF SM <br />+13' -0" <br />RT'S PER <br />PLAN. <br />TRUSS BLKG <br />@ 48" OC <br />8d @ 4" OC <br />+10' - 0" ð HT <br />A34 <br />16d SINKERS <br />@ 12" OCEN <br />NOTE: <br />SEE UON33 <br />S210 <br />+13'-0" TOF SM <br />+13' -0" <br />* <br />MST PER PLAN <br />EN <br />CONT TRUSS <br />BLKG <br />NOTE: <br />SEE UON33 <br />S210 <br />Checked By: <br />Drawn By: <br />Project No.: <br />LDA Partners, LLP <br />222 South Central Court <br />Stockton, CA 95204 <br />209.943.0405 <br />www.ldapartners.com <br />Consultant: <br />Project: <br />Architect: <br />jh lawder, inc. <br />structural engineers <br />717 16th Street, Ste. 4, Modesto, CA 95354 <br />(209) 521-1143 Fax: (209) 521-1581 <br />Client: <br /> 5/06/21 <br />5/6/2021 9:34:19 AMLOBBY MECH WELL FRMG <br />PLAN & DETAILS <br />S210 <br />Author <br />JL <br />727-01-18 <br />PERMIT SUBMITTAL <br />5/5/21 <br />MACHADO SPORTS COMPLEX <br />450 COMMERCE COURT, MANTECA, CA <br />95336 <br />1020 MARSH CREEK <br />EBMA INVESTMENTS <br />###.###.#### <br />MANTECA, CA 95336 <br />1/8" = 1'-0"11 LOBBY MECHANICAL WELL FRAMING PLAN <br />WOOD SHEAR WALL SCHEDLE <br />MARK <br />SHTG <br />(NOMINAL <br />THICKNESS)AB <br />SILL ð <br />NAILING <br />SHTG <br />FSTNR <br />FSTNR <br />SPACING <br />EDGES <br />FSTNR <br />SPACING <br />FIELD <br />A å" APA RATED <br />SHTG, EXP 1 <br />å" AB @ <br />48" OC <br />16d <br />SINKERS <br />@ 8" OC <br />8d <br />COMMON <br />6" oc 12" oc <br />1/4" = 1'-0"5 SOFFIT FRMG PLAN -NORTH <br />1/4" = 1'-0"9 SOFFIT FRMG PLAN -MAIN ENTRY <br />3/4" = 1'-0"15 DETAIL <br />3/4" = 1'-0"14 DETAIL <br />3/4" = 1'-0"20 DETAIL <br />HANGER SCHEDULE <br />MAR <br />K HANGER INSTALLATION COMMENTS <br />H1 IUS1.81/11.88 (10) #9 x 1å" SD CONNECTOR SCREWS <br />3/4" = 1'-0"21 DETAIL <br />3/4" = 1'-0"26 DETAIL <br />3/4" = 1'-0"31 DETAIL <br />3/4" = 1'-0"22 DETAIL <br />3/4" = 1'-0"32 DETAIL <br />3/4" = 1'-0"33 DETAIL <br />3/4" = 1'-0"28 DETAIL <br />3/4" = 1'-0"23 DETAIL <br />No. Descripotion Date By <br />6/8/2021, 1:58:25 PM <br />21-0396 <br />LUMEN ARCEO