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SL <br />O <br />P <br />E <br /> <br />D <br />E <br />G <br />R <br />E <br />E <br />-1 <br />1 <br />. <br />6 <br />0 <br />° <br />SL <br />O <br />P <br />E <br /> <br />D <br />E <br />G <br />R <br />E <br />E <br />-1 <br />1 <br />. <br />6 <br />0 <br />° <br />63'-4" <br />116'-6" <br />111'-10" <br />33'-2" <br />33' <br />3'-7"5'-5" <br />7'-4" <br />5' <br />4' <br />2 RAILS MIN PER PANEL <br />5" MAX <br />4'-4" MAX SPACING <br />2'-6" MAX <br />CUSTOMER <br />DATE: <br />SCALE: <br />SHEET # <br />CUSTOMER <br />S-1.5 <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 />M <br />o <br />t <br />i <br />v <br />e <br /> <br />E <br />n <br />e <br />r <br />g <br />y <br />, <br /> <br />I <br />n <br />c <br />\ <br />M <br />E <br />S <br /> <br />- <br /> <br />P <br />r <br />o <br />j <br />e <br />c <br />t <br />s <br /> <br />- <br /> <br />C <br />& <br />I <br />\ <br />O <br />r <br />a <br />n <br />g <br />e <br />w <br />o <br />o <br />d <br /> <br />F <br />o <br />u <br />n <br />d <br />a <br />t <br />i <br />o <br />n <br />\ <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />\ <br />C <br />A <br />D <br />\ <br />P <br />l <br />a <br />n <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 />9 <br />: <br />1 <br />1 <br />a <br />m <br />MODULE LAYOUT WITH <br />ROOF ATTACHMENTS BLDG C <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 />NEW MODULES <br />ROOF <br />EQUIPMENT <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 = 16 PSF <br />ROOF LIVE LOAD = 20 PSF, EXCEPT AT SOLAR <br />Lr = 0 PSF <br />SOLAR PV DEAD LOAD = 3 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 COMPOSITE SHINGLE <br />NO. OF LAYERS 1 LAYERS <br />SLOPE(S)PER PLAN <br />PARAPET WALL HT.N/A <br />BUILDING HT.15'-0" <br />SYSTEM DETAILS <br />MODULE: ZNSHINE ZXM7-SHLDD144 SERIES / BFG <br />540W <br />DIMENSIONS: 89.69" x 44.65" x 1.18" <br />TOTAL NUMBER OF MODULES: 81 <br />RACKING: IRONERIDGE <br />INTRAROW SPACING: 1/2" <br />J.D. 10-27-23 <br />J.M. 10-27-23 <br />B.B. 10-27-23 <br />1:100BUILDING C ROOF FRAMING PLAN <br />MODULE / STRUCTURAL DETAILS1 SCALE: N.T.S. <br />IRONRIDGE XR100 RAIL <br />(N) MODULES <br />IRONRIDGE <br />FLASHFOOT2 <br />2 SCALE: N.T.S. <br />5/16 X 3.5" LAG BOLTS <br />(STAINLESS STEEL) 2.5" <br />MINIMUM PENETRATION INTO <br />ROOF RAFTERS <br />ROOF MEMBRANE <br />(E) ROOF SHEATHING <br />MODULE RACKING DETAILS3 SCALE: N.T.S. <br />IRONRIDGE XR100 RAIL <br />IRONRIDGE FLATFOOT2 <br />ROOF ATTACHMENT <br />(N) MODULESIRONRIDGE UFO MID CLAMP <br />MODULE / STRUCTURAL DETAILS <br />IRONRIDGE UFO <br />WOOD STOPPER <br />IRONRIDGE XR100 RAIL <br />(N) MODULES <br />IRONRIDGE <br />FLASHFOOT2 <br />5/16 X 3.5" LAG BOLTS <br />(STAINLESS STEEL) 2.5" <br />MINIMUM PENETRATION INTO <br />ROOF RAFTERS <br />ROOF MEMBRANE <br />(E) 6X12 BEAMS @ 13' TYP. <br />(E) 2X10 RAFTERS @ 24" O.C.TYP. VIF <br />(E) 2X TRUSSES @ 24" O.C. TYP. VIF <br />(E) ROOF SHEATHING <br />(E) FRAMING PER ROOF <br />FRAMING PLANS <br />(E) FRAMING PER ROOF <br />FRAMING PLANS <br />_________________________ <br />nature <br />_________________________________________________ <br />_____________________________________________________________ <br />_________________________ <br />nature <br />________________________________________________ <br />_____________________________________________________________ <br />02/15/2024 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024