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MA <br />L1 <br />L1 M1 <br />MH <br />LA <br />LF <br />LH <br />LJ <br />LB <br />LE <br />L6L2 <br />12 <br />S302 <br />S302 13 <br />97' - 0"3' - 0"4' - 0"45' - 2"5" SEISMIC JT <br />3' - 6"52' - 2"1' - 6"1' - 6"S302 11 <br />AA.1 <br />L2.2 <br />RT-1 @ 16" OC14' - 9"20' - 8"8' - 5"13' - 10"16' - 11"10' - 0"9' - 0" <br />S302 15 3å"x11á" LVL3å"x11á" LVLRT-1AS30232 <br />RT-2 @ 16" OCí" 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 VARIES. <br />GT-1 <br />1å"x11á" LVL <br />@ 24" OC. TYP <br />1å"x11á" LVL <br />@ 24" OC. TYP <br />1é"x14" LVL FASCIA <br />1é"x14" LVL FASCIA1é"x14" LVL FASCIA1é"x14" LVL FASCIA <br />L1.1 <br />RT-1 & RT-2 TRUSSES <br />(33) SPACES @ 16" OC = 44'-0"16" MAX <br />4 <br />S221 <br />RT-2ART-3ñ BM <br />1 3/4" <br />ñ BM <br />1 3/4" <br />LUS410 <br />UPSIDE DN <br />LUS10 <br />NO SPLICES WITHIN 14-0" OF CORNERS <br />NO SPLICES WITHIN 12'-0" OF CORNERS <br />NO SPLICES WITHIN 12'-0" OF CORNERSNO SPLICES WITHIN 16'-0" OF CORNERSLUS210 <br />HUS410 <br />UPSIDE DN <br />LUS210 <br />LUS10 <br />LUS24 <br />UPSIDE DN <br />LUS24 <br />UPSIDE DN 4'-0"6'-0"2x12 BKLG <br />CONT <br />2x12 BKLG <br />CONT <br />25 <br />S221 <br />14 <br />S221 <br />S302 <br />24 <br />5 <br />S221 <br />TYP <br />24 <br />S221 <br />9 <br />S221 <br />25 <br />S221 <br />TYP <br />34 <br />S221 <br />TYP <br />18 <br />S221(2) <br />LOC <br />HUC412XSLU12 <br />33 <br />S221 <br />31 <br />S301 <br />L1 M1 <br />MH <br />LF <br />LH <br />LJ <br />L4 <br />L6L2 <br />BB <br />101 <br />27 <br />S302 <br />31 <br />S302 <br />S302 11 <br />AA.1 <br />AA.8 <br />101.237' - 2"20' - 8"1' - 6"1å"x11á" LVL @ 24" OC. TYP52' - 2"5" <br />36' - 8"15' - 6"5' - 0"19' - 3"2' - 9"24' - 3"2' - 9" <br />2' - 9"6' - 0" <br />( +15' - 9" ) <br />3' - 0"49' - 2" <br />5 1/2" <br />2 5/8" <br />í" MIN APA RATED SHEATHING, <br />32/16 PANEL INDEX, EXP 1 <br />NAIL w/ 8d @ 6" OC EDGES, 12" OC <br />FIELD. BLOCK ALL EDGES. INSTALL w/ <br />LONG DIM PERPENDICULAR TO <br />FRAMING. TYP. TOF VARIES. <br />S302 <br />22 <br />S30229 <br />5'-6" MAX2:122:12PLAN NOTES PER S221 <br />11 <br />S302 25 <br />35 <br />S221 <br />S210 <br />9 <br />SIM <br />1é"x14" LVL FASCIANO SPLICES WITHIN 10-0" OF CORNERS. TYP @ FACIAS 1é"x14" LVL FASCIA1é"x14" LVL FASCIA <br />33 <br />S221 <br />LUS210LUS210 <br />11°35 <br />S221 SIM <br />VALLEY <br />ñ <br />VERIFY w/ ARCH <br />3 1/2" MIN <br />VERIFY w/ ARCH <br />3 1/2" MIN <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 <br />FIELD. BLOCK ALL EDGES. <br />2. TOF DENOTES ELEV OF UNDERSIDE OF SHTG FROM FINISH 1ST FLR <br />SLAB. TOP OF FRAMING ELEVATIONS SHALL BE SET TO <br />CONFORM TO 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. 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 <br />NOTES: <br />LA <br />+20' - 8" <br />RT PER PLAN <br />CONT TRUSS <br />BLKG PER <br />H1. TYP @ RT <br />WALL FRMG & <br />SHTG PER PLAN <br />LTP4 @ <br />24" 0C <br />EN. TYP <br />CONT BLKG <br />PER PLAN <br />FASCIA PER PLAN w/ (3) <br />16d SINKER END NAILS <br />EN. TYP <br />LB <br />+13-0" TOF NM <br />+13' -0" <br />+18' - 6" <br />S221 <br />25 SIM <br />SHEAR PER PLAN <br />GT-1 <br />HANGER PER PLAN <br />LEDGER PER PLAN w/ (2) <br />ROWS 16d SINKERS @ 12" OC <br />2x4 BLKG <br />CONT <br />EN <br />16d SINKERS @ 12" OC <br />M1 L6 <br />EN. TYP <br />WALL FRAMING <br />PER PLAN <br />TRUSS BLKG <br />@ 48" OC <br />LPT4 @ <br />24" OC <br />PEMB <br />CS16 @ BLKG AS SHOWN w/ <br />(11) 0.131"x2å" EA <br />BLKG/TRUSS BLKG <br />(2) BAYS 2x4 <br />BLKG ALIGNED <br />w/ TRUSS BLKG <br />TOW <br />VARIES <br />LUS24 <br />A35 <br />ð HT VARIES <br />VERIFY ð HT <br />w/ TRUSS MFR <br />NOTE: <br />SEE UON25 <br />S221 <br />LE <br />+13-0" TOF NM <br />+13' -0" <br />+17' - 3 3/4" ð HT <br />S221 <br />25 <br />S001 <br />28 <br />SIM <br />L1 L2.2 <br />FASCIA PER PLAN w/ (3) <br />16d SINKER END NAILS <br />EN. TYP <br />H1. TYP <br />@ RT <br />LTP4 @ 24" 0C <br />EN. TYP <br />2X12 BLKG CONT HANGER PER <br />PLAN <br />RT PER <br />PLAN <br />JST PER <br />PLAN <br />L1 L2.2 <br />S221 <br />35 <br />JSTS w/ HANGERS <br />PER PLAN <br />EN <br />BM PER <br />PLAN <br />3' - 0" <br />CC0Q4-SDS2.5 <br />à <br />à <br />à <br />COL PER <br />PLAN <br />BM PER <br />PLAN <br />BB AA.8 <br />BEARING <br />DAP <br />2" LEVEL <br />2x12 BLKG RIPPED <br />CONT. TYP <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 9:34:27 AMLOBBY RF FRMG PLAN & <br />DETAILS <br />S221 <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 MAIN ROOF FRAMING PLAN <br />1/8" = 1'-0"21 LOBBY LOW ROOF FRAMING PLAN <br />1" = 1'-0"4 DETAIL <br />3/4" = 1'-0"25 DETAIL <br />3/4" = 1'-0"14 DETAIL <br />3/4" = 1'-0"5 DETAIL <br />3/4" = 1'-0"24 DETAIL <br />3/4" = 1'-0"9 DETAIL <br />3/4" = 1'-0"35 DETAIL <br />3/4" = 1'-0"34 DETAIL <br />3/4" = 1'-0"18 DETAIL <br />3/4" = 1'-0"33 DETAIL <br />No. Descripotion Date By <br />6/8/2021, 1:58:25 PM <br />21-0396 <br />LUMEN ARCEO