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Plans (31) r'N. , , to CITY OF TIGARD COMPLIANCE PROJECT INFORMATION RFVE', I WED FOR CODE COMPLIANCE OWNER DAVID OWEN CONTRACTOR ADVANCED ENERGY SER/Ifs I � - 15032 SW GREENFIELD DRIVE 14755 SE 82ND DRIVE 2t� TIGARD.OR 97224 CLACKAMAS,OR 97215 OTC 1 j MAIN:503-535-0117 ! CONTACT:HO : -50 BURDEN • ,v / /� /'s�Y;i1\T,, ^- , BUILDING SINGLE FAMILY RESIDENTIAL PHONE:503.806.3719 Permit#� /f7/IP/1• T L�'(•,� Y DATA AA d''t'} s: 11 2 5� r ROOF SPECS ASPHALT COMPOSITION�IN�6P�� APPLICABLE 2010 OREGON SOLAR INSTALLATION W/2X4 TRUSSES DOUGLAS FIR#2C •0.0. CODES SPECIALTY CODE ROOF TILT:21 DEGREES suite AZIMUTH:180 DEGREES A SYSTEM SOLARWORLD 270W PRO Q �',r,. `S (12 MODULES) ROOF AREA(PLAN VIEW)Il, J SF /�A 1 I I. ARRAY AREA 223 SF, ARRAY IS<25%OF-OOF AREA ' 3 ` "'l ici (12)X 270W..3.24kW waajeren (12)ENPHASE M250 INVERTERS MODULE SOLARWORLD SUNMODULE SW 270W PRO ff hpy ��..,,§§ g 1 INVERTER AT EACH MODULE SPECS %'i3. prov U Owls (L)66'X(W)39.5'X(H)1.34'WEIGHT:47,6'LBS �,, COMBINED WEIGHT OF MODULES AND RACKINGIS< shall be n ob lite:.. ,,,„,w 4.5 PSF. PROJECT NOTES 1, 303,2-PV SYSTEMS AND SUPPORTING STRUCTURE 7. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED . SHALL COMPLY WITH REQUIREMENTS OF OSSC WOOD CONSTRUCTION WITH 2X4 TRUSSES AT 24"O.C. 1 ^ Ar-I! IIi'II { CHAPTER 6 OR THE ORSC AS APPLICABLE. MAX.EXEMPT FROM ALLOWABLE SPAN REQUIREMENTS (�, T �O - 1` 2. 303.3-ALL PV MODULES TO BE UL 1703 LISTED, IN TABLE 305.4.1. OFL 3. 303.5-PV SYSTEM SHALL HAVE A FIRE B. 304.9.5-DISCONNECTS,I-BOXES,COMBINER BOXES OR CLASSIFICATION THAT IS EQUAL TO OR GREATER GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED Area of Work PIP"- THAN THAN THE ROOF ASSEMBLY REQUIRED BY OSSC PATHWAY OR CUTOUT. PV array 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 5. 303.4.304.8-PV LAYOUT SHALL NOT RESTRICT DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN EGRESS,LIGHT,VENTILATION,OR ROOF DRAINAGE CONNECTION DETAIL#2.ATTACHMENT SPACING WILL 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. i • AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 11, MAX MODULE HEIGHT<12"OFF ROOF SURFACE. 1 I 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 (1) 1. SITE PLAN Scale: 1" • 30'-0" — ADVANCED ENERGY SERVICES DATE: FEBRUARY 17,2014 !PROJECT#: OWEN 0' 15' 30' 60' 14755 SE 82ND DRIVE CLACKAMAS,OR 97015 DAVID OWEN 503-635-0117 15032 SW GREENFIELD DRIVE TIGARD,OR 97224 CCB#180882 DWG.G. 1 OF 3 4 r ' 1 I I I I 2X4 RpOFTRU S I'I 1 024"O.C.,i1'R•—.._ i I / E,(IST.R-OF RIDGE s / Ing , / I ` I , i 1 I I i , F 1 i" I 1 I I I 00� 'N i 1 1 i. 1 4 / a 1 ,3 3 t 1.1 ;SOLAR �� / I ,I I t d ARRAY 1 I I t f a I' a I `� il a ; ;N 1 i � IN a i i 1 + it ♦r i i i .I i iI Na 1 i i i i 3 i :1 r 3 I i 1 c I 1 I I I 1 II ,I I CONNECTION 1 ATTACHMENT TO ROCiF - p I TRUSS.ITYP. RAILS.TY� j SU NEVE li ` ' , I I READING.TYP. i L REFER TO T\\ 3 DRAWING 3 `Area of FOR ROOF Work SECTION ADVANCED ENERGY SERVICES DATE: FEBRUARY 17, 2014 [PROJECT t: OWEN N 14755 SE 82ND DRIVE11. ENLARGED ROOF PLAN CLACKAMAS,OR 97015 DAVID OWEN 5032 SW GREENFIELD DRIVE scale; 1/4" 1'-0" 503.635.0117 TIGARD,OR 97224 CCB#180882 DWG. 2 OF 3 . ,. , SOLAR COLLECTOR MODULE MODULE(4.5 PSF,MAX.) DIMENSION VARIES l - . MODULE DIMENSION 10'MAX iS PJ: • SECTION A 4:••::•1:••1:••:,:::••,:•: o. SECTION A/ itZ•;::�; g::=••��': CONNECT SOLAR MODULE TO J V :G :' RAILS WITH I CONNECTOR • FOR EACH B.SQ FT.O0. '•:•:T ;:* •: LESS OF MODULE SURFACE ••: CORROSION RESISITANi •fir:: 's:•:'i:•:Ji•:❖:•.:':•:• METAL RAIL ANCHOR •:*}'.V•t.,• 0.VA TO ALTERNATE ROOF :.:1p:.0:••O�•Z.,: FRAMING 4S MAX.ON�. I Ti' ," •"�,�.:�..:;.�'I I. CENTER PER SECTION A-A ••'i•::••R..,•' TYPICAL.PROVIDE A ���• ' T• MINIMUM OF 2 RAILS •••I I•• •I I NEW SOLAR MODULE PER MODULE ARRAY AND ATTACHMENT SYSTEM TO EXISTING ROOF TRUSSES,TYP. ' ROOF FPAIMCENTER ilk ,,_ 111111 11144.. ti��. _f -.4B"MAX :: \ 2. CONNECTION DETAIL \� -_ Scale; NTS COLLECTOR MODULE EXISTING 2X4 TRUSSES MIN.2 X 4 RAFTER OR TRUSSCONTINUOUS SUPPORT ®24"0.C.,TYP. CHORD®2'MAX,ON CENTER4IIININRAIL AND CONNECTION POST BY RAIL MANUFACTURER `. 1. SECTION SUNMODO EZ ROOF MOUNT AND FLASHING WITH 3•POST AND L FEET WITH 5/16"x 3' STAINLESS LAG BOLT.ITRTALL PER Scale: NTS MANUFACTURER'S INSTALLATION INSTRUCTIONS 11111400 3. CONNECTION DETAIL ADVANCED ENERGY SERVICES DATE: FEBRUARY 17,2014 IPROJECT it: OWEN Scale: NTS 14755 SE 82ND DRIVE CLACKAMAS,OR 97015 DAVID OWEN S03-635-0117 15032 SW GREENFIELD DRIVE TIGARD,OR 97224 CCB#180882 DWG. 3 OF 3