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Plans (45) I cm OP TIGARD RECEIVED REVIEWED FOR CODE COMPLIANCII PROJECT INFORMATION Approved: I _#r MAR n R 112014 OTC: I OWNER BROWN RESIDENCE CONTRACTOR ADVANCED ENERGY SERVICE10145 S J TIGARDW SERENA WAY 14755 SE 82ND DRIVE remit Yj j �./I 7 r OF 1LGAIID TIGARD,OR 97224 CLACKAMAS,OR 97215 rCLfAL� /V\� r ��! � V 1 t I MAIN.503-635-0117 •- PLANING/ V ,EERINGOC7RDE ( ( se a ^/ '�BUILDING SINGLE FAMILY RESIDENTIAL PHONE503-806- DATA Suite#: APPLICABLE 20100REGONSOLARINSTALLATION ROOF SPECS ASPHALT COMPOSITION SHINGL -•• W/2X4 TRUSSES DOUG #2p :,A 1. i CODES SPECIALTY CODE ROOF TILT:23 DEGREES �f yr - . /////��/ F)/(4,1, --- c AZIMUTH:103 DEGREES (_,{. � / L" " -[ SYSTEM SOLARWORLD 270W PRO ' '/(, iM, '-t'-., (8 MODULES) ROOF AREA(PLAN VIEW)= 2,085 SF -C/� (8)X 270W=2.16kW ARRAY AREA= 150 SF,ARRAY IS<25%OF ROOF AREA +`pP I( 1 l CDl In o �y�y q b A•� yy I' Man PANEL (8)ENPHASE M250 INVERTERS, shall °ob S !.<- MODULE SOLARWORLD SUNMODULE SW 270W PRO S nan nereA 1 INVERTER AT EACH MODULE SPECS (L)88"X(W)39.5"X(H)1.30."WEIGHT:47,8"LBS �� COMBINED WEIGHT OF MODULES AND RACKING IS< r{ •�(' F C 4.5 PSF. OFFICE FY PROJECT NOTES o DRIVEWAY . . , t fie' 1, 303.2-PV SYSTEMS AND SUPPORTING STRUCTURE 7. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED i. SHALL COMPLY WITH REQUIREMENTS OF OSSC WOOD CONSTRUCTION WITH 2X4 TRUSSES AT 24"O.C. �' �` CHAPTER 6 OR THE ORSC AS APPLICABLE. MAX.EXEMPT FROM ALLOWABLE SPAN REQUIREMENTS '' 2. 303.3-ALL PV MODULES TO BE UL 1703 LISTED. IN TABLE 305.4,1. y :' : ., c;, 3. 303.5-PV SYSTEM SMALL HAVE A FIRE 8. 304.9.5-DISCONNECTS,3-BOXES,COMBINER BOXES OR �„ ♦ 0,§ CLASSIFICATION THAT IS EQUAL TO OR GREATER GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED THAN THE ROOF ASSEMBLY REQUIRED BY OSSC PATHWAY OR CUTOUT. / SECTION 1505.1. 9. ROOF MATERIAL IS ASPHALT COMPOSITION ROOF. 4. 303.6-ALL COMPONENTS OF THE PV SYSTEM SHALL BE 10. PER 305.4 ITEM 3:TOTAL SYSTEM WEIGHT SHALL NOT RATED FOR THEIR USE. EXCEED 4.5 PSF.PV MODULES AND RACKING SHALL BE Area of Work 5. 303.4.304,8-PV LAYOUT SHALL NOT RESTRICT DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN — PV array EGRESS,LIGHT,VENTILATION,OR ROOF DRAINAGE CONNECTION DETAIL#2.ATTACHMENT SPACING WILL i I REQUIREMENTS. BE 48"O.C.MAX,AND WHEN ATTACHMENT LOCATED 6. 304.9.1 GENERAL PATHWAY REQUIREMENTS- WITHIN 3'OF ROOF EDGE,HIP,EAVE,RIDGE SHALL BE EXCEPTION 1:ON STRUCTURES WITH A PV ARRAY 24"O.C.MAX. AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 11. MAX MODULE HEIGHT<12"OFF ROOF SURFACE, WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN 12. SECTION 304.7-MECHANICAL EQUIPMENT INTERSECTING ADJACENT ROOF AND WHERE NO CLEARANCES:NOT APPLICABLE,THERE IS NO SECTION IS LARGER THAN 150 FEET MEASURED IN MECHANICAL EQUIPMENT WITHIN OR ADJACENT TO LENGTH OR WIDTH. AREA OF WORK. EXCEPTION 1A:WHERE PV ARRAY DOES NOT EXCEED 25%AS MEASURED IN PLAN VIEW OF TOTAL ROOF AREA OF A STRUCTURE,A MINIMUM OF 12" UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED ALONG EACH SIDE OF ANY HORIZONTAL RIDGE. NORTH 0 1. SITE PLAN ADVANCED ENERGY SERVICES DATE: MARCH 4, 2014 PROJECT#: BROWN Scale: 1" = 30'-0" 14755 SE 82ND DRIVE 0' 15' 30' 60' CLACKAMAS,OR 97015 BROWN RESIDENCE 503-635-0117 10145 SW SERENA WAY TIGARD,OR 97224 CCB#180882 DWG. 1 OF 3 1 • • . . , . r --+- tg . 1 g` , . 2X4 ROOF TRUSS— SIM. . , 024"0.C.,TYP, iO (E)SKYLIGHT,TYP. T t—........ ' ' \--- -----4-----44--- --4-- , 0.- 1.4 I I I I I 44' I I I I ' I I Work L , 2X4 ROOF TRUSS CONNECTION ATTACHMENT WIArk REFER TO 024"0.C.,TYP. TO ROOF RAILS,TYP DRAWING 3 TRUSS,TYP. FOR ROOF SECTION,TYP. ADVANCED ENERGY SERVICES DATE: MARCH 4, 2014 PROJECT#: BROWN 1. ENLARGED ROOF PLAN 14755 SE 82ND DRIVE - BROWN RESIDENCE N Scale: 1/4"=1-0" CLACKAMAS,OR 97015 10145 SW SERENA WAY CCB#180882 503-635-0117 TIGARD,OR 97224 DWG. 2 OF 3 SOLAR COLLECTOR MODULE MODULE(4.5 PSF,MAX.) DIMENSION VARIES l' igiNgiiiiiii$, MSS:It;Stig ' t MODULE DIMENSION 4 10'MAX 444...4:44:44, '• �' P SECTION A e��• • KO titian i. SECTION A/ �y s l X:V�o�4422• CONNECT S MODULE TO O RAILS WITH 1 CONNECTOR 1 FOR EACH 8.SQ FT.OR • �)• ptiff LESS OF MODULE SURFACE •ta .•wo i••.S: 'y'.' CORROSION RESISITANT teIr �'s� METAL PAIL ANCHOR ;:'S• TO ALTERNATE ROOF\ iy."yt e•'i FRAMING 48"MAX.ON De •S�'��yy T• ,O CENTER PER SECTION A-A bt kn- TYPICAL.PROVIDE A �•^�, 4." 1 MINIMUM OF 2 RAILS I PER MODULE -r ROOF FRAMING NEW SOLAR MODULEN CENTER 1 I 1 ARRAY AND ATTACHMENT --/ 48"MAXMA% 'I ,1I I i� I. SYSTEM TO EXISTING II' ,1 II ROOF TRUSSES F 2. CONNECTION DETAIL EXISTING 2 x 4 TRUSSES G 24"0.C., Scale: NTS TYP. �., \\_V COLLECTOR MODULE EXISTING 2 x 4 MIN.2 X 4 RAFTER OR TRUSS TRUSSES®24"O.C., CONTINUOUS SUPPORT TYP. CHORD®2'MAX.ON CENTER RAIL AND CONNECTION OST BY RAIL Y P MANUFACTURER POSTL SUNMODO EZ ROOF MOUNT AND FLASHING 1. SECTION WITH 3"POST AND L FEET WIT5/16"x 3" INSTALL LAG BOLT. PER A.0...... Scale: NTS MANUFACTURER'S INSTALLATION INSTRUCTIONS 3. CONNECTION DETAIL ADVANCED ENERGY SERVICES DATE: MARCH 4, 2014 PROJECT#: BROWN Scale: NTS 14755 SE 82ND DRIVE CLACKAMAS,OR 97015 BROWN RESIDENCE 503.635.0117 10145 SW SERENA WAY TIGARD,OR 97224 CCB# 180882 DWG. 3 OF 3