Laserfiche WebLink
&203 6+,1*/( <br />522) <br />68102'2 <br />(=02817 <br />$66(0%/< <br />25 (48,9$/(17 <br />68132:(5 <br />62/$502817 <br />5$,/ <br />39 02'8/( <br />MAX 6" TO <br />TOP OF MODULE <br />66/$*%2/7 <br />0,1 <br />3(1(575$7,21 <br />6($/(':,7+0 <br />6($/$17 <br />  /$*%2/73(5 <br />$77$&+0(17 <br />RAFTERS <br />&2036+,1*/( <br />522) <br />68102'2 <br />(=02817 <br />$66(0%/< <br />25(48,9$/(17 <br />68132:(5 <br />62/$502817 <br />5$,/ <br />3902'8/( <br />MAX 6" TO <br />TOP OF MODULE <br />66/$*%2/7 <br />0,1 <br />3(1(575$7,21 <br />6($/(':,7+0 <br />6($/$17 <br />  /$*%2/73(5 <br />$77$&+0(17 <br />RAFTERS <br />DB <br />Revision <br />'UDZQ%\ <br />Description Date <br />'DWH <br />3URMHFW1DPH <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />PA <br />R <br />C <br />E <br />L <br />: <br />6KHHW6L]H <br />0 INITIAL SUBMITTAL 9/19/21 <br />9/19/21 <br />RA <br />U <br />L <br /> <br />S <br />I <br />L <br />V <br />A <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />1 <br />8 <br />0 <br />5 <br /> <br />W <br /> <br />C <br />A <br />R <br />L <br />T <br />O <br />N <br /> <br />P <br />L <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />RAUL SILVA <br />Signature Dated <br />11x17 <br />40 <br />8 <br />- <br />3 <br />1 <br />2 <br />- <br />1 <br />8 <br />MD SOLAR CORP <br />9702 KLINGERMAN STREET <br />SOUTH EL MONTE, CA 91733 <br />Phone Number:(626) 579-4549 <br />LICENSE: B-1006277 <br />PL <br />A <br />N <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />DEREK BROSCH <br />11806 PALMS BOULEVARD <br />LOS ANGELES, CA, 90066 <br />OFFICE: (310) 488-2097 <br />9/19/21 <br />PV-1 <br />ROOF PLAN <br />GENERAL NOTES: <br />1. L-FOOT STRUCTURAL MOUNT WILL BE CONNECTED <br />DIRECTLY TO THE EXISTING ROOF RAFTERS <br />2. THE SPACING BETWEEN STAND OFFS NOT TO EXCEED 48" <br />O.C. IN EITHER DIRECTION <br />3. IRONRIDGE RAIL NOT TO CANTILEVER MORE THAN 20" <br />FROM THE CLOSEST SUPPORT. <br />4. PV PANEL SYSTEM DEAD LOAD: 2.9 LBS/SQ FT <br />5. 5/16" DIA LAG SCREW W/ 2-1/2" MIN EMBEDMENT. <br />ROOF NOTES: <br />1. ROOF AZIMUTH: 180° <br />2. ROOF TILT: 23° <br />3. ROOF MATERIAL: COMPOSITE SHINGLE <br />4. HOUSE TYPE: SINGLE STORY <br />5. ROOF STRUCTURE: RAFTERS <br />6. RAFTER SIZE: 2x4 <br />7. RAFTER SPACING: 24" O.C.DRIVEWAY <br />PENETRATION DETAIL <br />SCALE: NONE <br />W CARLTON PL <br />(8) SUNPOWER 360W <br />SOLAR MODULE <br />INVISIMOUNT RAIL <br />MOUNTING POINT <br />200A MAIN SERVICE <br />PANEL (EXISTING) <br />30A AC DISCONNECT <br />SITE NAME/ADDRESS: 1805 W CARLTON PL <br />SANTA ANA, CA 92704 <br />SITE INFORMATION <br />PROJECT DESCRIPTION <br />RACKING TYPE: L-FOOT & RAILS <br />SYSTEM SIZE: .:'&.:&(&$& <br />MODULE:  68132:(5635;($& <br />02'8/(6 <br />RIDGE <br />ROOF PLAN <br />SCALE: 3/32" = 1'-0" <br />4' MOUNT <br />SPACING <br />1805 W Carlton Pl <br />10/27/21