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MA <br />L1 <br />L1 M1 M2 M3 M4 M5 M6 M7 M8 M9 M10 <br />MB <br />MC <br />MD <br />ME <br />MG <br />MHMH <br />MF <br />LALA <br />LI <br />LJ <br />LB <br />LE <br />L6 <br />L6 <br />AA.1 <br />L2.2 <br />1. ALL TRUSSES @ 24" OC MAX, UON. <br />2. DESIGN CRITERIA <br />A. TRUSS TOP & BOTT CHORD DL AND TOP CHORD LL AS NOTED ON <br />TRUSS LOADING DIAGRAMS. BOTT CHORD LL= 10.0 PSF. <br />B. WIND IN ACCORDANCE w/ ASCE 7-16 CHAPTERS 26 THRU 30 w/ 93 MPH <br />ULTIMATE WIND SPEED; RISK CATEGORY II,WIND EXPOSURE C,& Kxt= 1.0. <br />C. DEFLECTION CRITERIA: LL -SPAN/240, DL + LL -SPAN/180. <br />D. DL INCLUDES AN ALLOWANCE FOR SPRINKLERS 3å"ø AND LESS. <br />VERIFY w/ SPRINKLER SUBCONTRACTOR FOR LOADS & LOCATIONS <br />SHOULD SPRINKLERS BE GREATER THAN 3å"ø. <br />E. SEE PLANS FOR WIND (W) AND SEISMIC (E) DRAG LOADS. <br />F. SEE PLANS FOR MECH UNIT WEIGHTS. <br />3. BOTT CHORD LL NOT TO BE CONCURRENT w/ TOP CHORD LL. <br />4. TRUSS CHORDS, WEB SIZE AND CONFIGURATION BY TRUSS MFR UON. <br />ALIGN WEBS OF ADJACENT TRUSSES FOR MECH AND UTILITY RUNS. <br />5. TRUSS TO HAVE BEARING SUPPORTS AS INDICATED. <br />6. "DRAG = *#" (POUNDS) NOTED ON PLANS OR PROFILES ARE WORKING <br />STRESS LOADS AND ARE TO BE COMBINED w/ CBC 1605.3.1 OR 1605.3.2 <br />LOAD COMBINATIONS. <br />NOTES: <br />LI <br />LJ <br />L4 L6 <br />BB <br />AA <br />101 <br />102 <br />AA.1 <br />AA.8 <br />101.2 <br />A <br />B <br />B <br />BLL1LL2 <br />LL3SOUTH MECH WELL TRUSS LOADING DIAGRAM <br />+23'-4' TOF <br />+23' -4" <br />LA LB10' - 0"16' - 11"EOD1 3/4" <br />RT-1 <br />RT-1A 3 PLY - 4'-2" TRIB WIDTH <br />+18' - 10" <br />2.5 <br />12 <br />+20' - 8" <br />LHLE <br />+25' - 10" <br />29' - 1"14' - 9" <br />1 3 /4 " <br />RT-2 <br />+17' - 3 3/4" <br />VARIES <br />AA.1 <br />2.5 <br />12 S221 <br />24 <br />LHLE29' - 1"14' - 9" <br />1 3 /4 " <br />+25' - 10" <br />RT-2A <br />+17' - 3 3/4" <br />AA.1 <br />PER PLAN <br />2.5 <br />12 PER MFR <br />LHLE <br />+23' - 2" ð HT <br />29' - 1" <br />RT-3 <br />+17' - 3 3/4" <br />+25' - 10" TOF <br />2.5 <br />12 <br />L1 L6L2.2 <br />GT-1 3 PLY w/ FILL <br />52' - 2" <br />+18' - 10" <br />+12' - 0 1/8" <br />CONFIGURE WEBS FOR ATTIC <br />ACCESS DOOR. SEE ARCH <br />FOR SIZE & LOC <br />10' - 7"18' - 8"15' - 11"7' - 0" <br />BOTT CHORD LOADING <br />DL= 162 plf <br />LL= 93 plf <br />DL= 193 plf <br />LL= 185 plf <br />DL= 173 plf <br />LL= 174 plf <br />DL= 291 plf <br />LL= 277 plf <br />TOP CHORD LOADING <br />DL= 77 plf <br />LL= 169 plf <br />887# DL <br />601# LL <br />207# DL <br />702# LL <br />101 102101.2 <br />+13'-0" TOF SM <br />+13' -0" <br />MST-1 <br />MST-2 <br />MST-3 & MST-3A <br />MST-4 <br />MST-5 & MST-5A 3' - 0"6' - 0"19' - 0"VARIES L6 <br />NOTE: <br />PORTIONS OF MST-3A & MST-5A <br />HAVE CONTINUOUS BEARING <br />TOP CHORD LOADING <br />DL= 482 plf <br />LL= 477 plf <br />193# DL <br />320# LL <br />DL= 522 plf <br />LL= 596 plf <br />MST-2 ADD LOADING <br />MST-4 ADD LOADING <br />L1 <br />LA <br />LF <br />LH <br />LB <br />LE <br />L6 <br />AA.1 <br />L2.2 <br />7.0 PSF DL TOP CHORD <br />6.0 PSF DL BOTT CHORD <br />7.0 PSF DL TOP CHORD <br />4.0 PSF DL BOTT CHORD <br />6.0 PSF DL TOP CHORD <br />6.0 PSF DL BOTT CHORD <br />MAIN ROOF TRUSS LOADING DIAGRAM <br />1. LINE LOADS (LL) ARE IN ADDITION <br />TO AREA LOADS. <br />2. LOADS SHOWN ON TRUSS <br />PROFILE ARE IN ADDITION TO THE <br />AREA AND LINE LOADS. <br />L6 <br />+13'-0" TOF SM <br />+13' -0"3' - 0"AS REQ <br />MST-6 -TRUSS HAS CONT BEARING <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 9:34:24 AMOVERALL RF FRMG PLAN <br />S220 <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 />1/16" = 1'-0"21 OVERALL ROOF FRAMING PLAN <br />1/8" = 1'-0"33 WOOD TRUSS PROFILES & DESIGN CRITERIA <br />TRUSS LOADING SCHEDULE SOUTH <br />MECH WELL <br />MARK DL TC DL BC LL TC <br />A 13 psf 7 psf 40 psf <br />B 6 psf 5 psf 10 psf <br />LL1 189 plf - 60 plf <br />LL2 185 plf - 50 plf <br />LL3 245 plf - 68 plf <br />No. Descripotion Date By <br />5/18/2021, 8:35:15 AM <br />21-0396 <br />Roseville Submittals <br />6/8/2021, 1:58:25 PM <br />21-0396 <br />LUMEN ARCEO