Laserfiche WebLink
14'-11" <br />16' <br />16' <br />16' <br />16' <br />14'-11" <br />24' <br />1' <br />28'-8"13'-5"27'-3" <br />32' <br />46'-11" <br />14'-11" <br />32' <br />27' <br />75'-4" <br />W1 <br />0 <br />X <br />3 <br />1 <br />W1 <br />0 <br />X <br />3 <br />1 <br />W1 <br />0 <br />X <br />3 <br />1 <br />W1 <br />0 <br />X <br />2 <br />0 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />2 <br />6 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />3 <br />6 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />3 <br />1 <br />W1 <br />6 <br />X <br />3 <br />1 <br />W1 <br />2 <br />X <br />1 <br />9 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />3 <br />0 <br />W1 <br />4 <br />X <br />2 <br />6 <br />W1 <br />4 <br />X <br />2 <br />6 <br />W1 <br />6 <br />X <br />3 <br />1 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />3 <br />1 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />2 <br />X <br />1 <br />9 <br />W1 <br />2 <br />X <br />1 <br />9 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />2 <br />6 <br />W1 <br />6 <br />X <br />2 <br />6 <br />W1 <br />4 <br />X <br />2 <br />2 <br />W1 <br />6 <br />X <br />3 <br />1 <br />W16X31 W16X31 <br />W12X19 <br />W18X35 <br />W12X19 <br />W12X19 <br />W16X26 <br />W16X26 <br />W12X19W12X19 <br />W27X84 <br />W12X19 <br />W27X94 <br />W12X19 <br />W12X19 <br />W12X19 <br />W27X94 <br />BRBF4 W16X36 <br />W16X26 <br />W14X22W14X22 <br />W16X26 <br />W12X19 <br />W14X22 <br />W12X19 <br />W12X19 <br />W1 <br />2 <br />X <br />1 <br />9 <br />W1 <br />2 <br />X <br />1 <br />9 <br />W12X19 <br />W21X83 <br />W21X68 <br />W12X19 <br />W12X19 <br />BRBF3W14X22 <br />SLOPE DEGREE <br />-2.55° <br />SLOPE DEGREE <br />-2.55° <br />SLOPE DEGREE <br />-2.55° <br />1 1 <br />2" VERCO PLB 36x18 <br />GAUGE DECK <br />14'-11" <br />108'-11" <br />4'-3" <br />6'-2" <br />8'-3" <br />M6, HARDWARE <br />16MM LENGTH BOLT <br />3/8-16, 304 S.S. <br />HEX FLANGE NUT <br />3/8, 304 S.S. <br />FLAT WASHER <br />U-BRACKET <br />3/8-16, 304 S.S. <br />HARDWARE 1.25" <br />LENGTH BOLT <br />MECHANICAL ATTACHMENT <br />U-ANCHOR 2400-PVC <br />(QUANTITY & LOCATIONS <br />PER RACKING PLANS) <br />MA STRUT <br />STRUT BRACKET <br />(8) #12 OMG HD SCREWS <br />OR EQUIVALENT <br />SCREWS TO EXTEND A MIN. <br />OF 1/2" BELOW ROOF DECK <br />(QTY & LOCATIONS PER <br />RACKING PLANS) <br />MA STRUT BOLTED CONNECTIONS <br />6" RIGID INSULATION <br />(E) 18 GAUGE STEEL DECK <br />CUSTOMER <br />DATE: <br />SCALE: <br />SHEET # <br />CUSTOMER <br />S-1.1 <br />APN <br />PLAN SET REVISIONS <br />399-031-24 / 399-031-23 <br />6/8/2023 <br />SAMUELI ACADEMY <br />1901/1919 N. FAIRVIEW ST. <br />SANTA ANA, CA. 92705 <br />CONTRACTOR SIGNATURE: <br />DAVID CLEVELAND <br />CO <br />N <br />T <br />R <br />A <br />C <br />T <br />O <br />R <br />' <br />S <br /> <br />L <br />I <br />C <br />E <br />N <br />S <br />E <br /> <br /># <br /> <br />1 <br />0 <br />8 <br />9 <br />1 <br />1 <br />7 <br /> <br />C <br />L <br />A <br />S <br />S <br /> <br />B <br />DRAWN BY: <br />CHECKED BY: <br />APPROVED BY: <br />ENGINEER STAMP <br />PROJECT NUMBER <br />1074220072 <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />j <br />o <br />d <br />i <br />a <br />z <br />\ <br />A <br />p <br />p <br />D <br />a <br />t <br />a <br />\ <br />L <br />o <br />c <br />a <br />l <br />\ <br />T <br />e <br />m <br />p <br />\ <br />A <br />c <br />P <br />u <br />b <br />l <br />i <br />s <br />h <br />_ <br />4 <br />3 <br />4 <br />6 <br />8 <br />\ <br />S <br />a <br />m <br />u <br />e <br />l <br />i <br /> <br />A <br />c <br />a <br />d <br />e <br />m <br />y <br />_ <br />M <br />A <br />S <br />T <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br /> <br />S <br />E <br />T <br />_ <br />0 <br />2 <br />- <br />0 <br />9 <br />- <br />2 <br />4 <br />_ <br />R <br />e <br />v <br /> <br />2 <br />. <br />d <br />w <br />g <br /> <br />F <br />e <br />b <br /> <br />1 <br />5 <br />, <br /> <br /> <br />2 <br />0 <br />2 <br />4 <br /> <br />- <br /> <br />3 <br />: <br />5 <br />2 <br />p <br />m <br />MODULE LAYOUT WITH ROOF <br />ATTACHMENTS BUILDING A <br />GENERAL NOTES <br />N <br />E <br />S <br />W <br />45° <br />135°225° <br />315° <br />LEGEND <br />DESIGN CRITERIA <br />1.4' FIRE LANE WILL BE MAINTAINED AROUND THE <br />PERIMETER OF THE ROOF. <br />DESIGN CRITERIA: <br />2019 CBC, ASCE 7-16 <br />RISK CATEGORY III <br />WIND LOADING: <br />V=105 MPH, EXP. C, Iw = 1.0 <br />SEISMIC LOADING: <br />DESIGN CATEGORY D <br />Sds = 1.063, I = 1.25 <br />ROOF DEAD LOAD = 18.1 PSF <br />ROOF LIVE LOAD = 20 PSF, EXCEPT AT SOLAR <br />Lr = 0 PSF <br />SOLAR PV DEAD LOAD = 5.0 PSF <br />NOTES: <br />1.INSTALL ALL HARDWARE IN ACCORDANCE <br />WITH MANUFACTURE'S RECOMMENDATIONS. <br />2.CONTRACTOR TO VERIFY ALL EXISTING <br />CONSTRUCTION MATCHES THAT SHOWN HERE <br />AND IN THE CALCULATIONS BY MOTIVE. <br />3.CONTRACTOR TO INSPECT EXISTING ROOF <br />SCREW. ANY LOOSE OR BROKEN SCREWS <br />SHALL BE REPLACED WITH SCREWS THAT ARE <br />THE NEXT DIAMETER LARGER. <br />4.DO NOT COVER MECHANICAL AND PLUMBING <br />VENTS AT ROOF WITH SOLAR PV PANELS. <br />ROOF DATA <br />ROOF FIRE <br />CLASSIFICATION CLASS A <br />ROOF MATERIAL SINGLE PLY PVC ROOFING <br />NO. OF LAYERS 1 LAYERS <br />SLOPE(S)2.55° <br />PARAPET WALL HT.3'-0" PER ELEVATION SHEET E-2.1 <br />BUILDING HT.30'-0" <br />SYSTEM DETAILS <br />J.D. 10-27-23 <br />J.M. 10-27-23 <br />B.B. 10-27-23 <br />1:100 <br />(E) GIRDERS TYP. <br />(E) PURLINS TYP. <br />(E) STEEL COLUMN TYP. <br />(E) SCREEN WALL <br />(E) DRAINS <br />NEW MODULES <br />SKYLIGHT <br />ROOF <br />EQUIPMENT <br />ROOF DRAIN <br />BUILDING A <br />MODULE: ZNSHINE ZXM7-SHLDD144 SERIES / BFG <br />540W <br />DIMENSIONS: 89.69" x 44.65" x 1.18" <br />TOTAL NUMBER OF MODULES: 54 <br />RACKING: PANELCLAW - CLAWFR 5° <br />INTRAROW SPACING: 7" <br />SYSTEM: HYDRID (BALLASTED+MECHANICAL <br />ATTACHMENT DETAIL A1 SCALE: N.T.S. <br />ATTACHMENT DETAIL B2 SCALE: N.T.S. <br />NOTE: PLEASE REFER TO ICC-ESR-4152 <br />FOR ADDITIONAL SHEET <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024