Plans (2) OFFICE COPY
PROJECT INFORMATION PROJECT NOTES
OWNER SCHAFER CONTRACTOR SYNCHRO SOLAR 1 PV SYSTEMS AND SUPPORTING STRUCTURE 6. 3111.4.8.5.1-DISCONNECTS,J-BOXES,COMBINER BOXES OR
11200 SW 83RD AVE 2870 NE HOGAN OR.STE E ,80X 240 GUTTERS SHALL NOT BE PLACED N ANY REQUIRED
TIGARD,OR 97223 GRESHAM,OR 97030 SHALL COMPLY WITH REQUIREMENTS OF 2019 OREGON PATHWAY OR CUTOUT.
TEL:503-208-4786 STRUCTURAL SPECIALTY CODE(SECTION 3111). 7 3111.5.3.1-TOTAL SYSTEM WEIGHT SHALL NOT
CONTACT:BRION WICKSTROM 2. 3111.3.2-PV RACKING AND ATTACHMENTS SHALL BE UL EXCEED 4.5 PSF.PV MODULES AND RACKING SHALL BE
CERTIFIED. DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN
BUILDING SINGLE FAMILY RESIDENTIAL 3. PV SYSTEM SHALL HAVE A CLASSIFICATION THAT IS DETAILS ON SHEET 5.
DATA ROOF SPECS ASPHALT COMPOSITION SHINGLE ROOF EQUAL TO OR GREATER THAN THE ROOF ASSEMBLY 8. 3111.5.4-MAX MODULE HEIGHT<12"OFF ROOF SURFACE.
REQUIRED BY OSSC SECTION 1505.1,
(SINGLE LAYER) 4. 3111.4.3.3111.4.7•PV LAYOUT SHALL NOT RESTRICT 9. MECHANICAL EQUIPMENT CLEARANCES:NOT
APPLICABLE 2010 OREGON SOLAR INSTALLATION WI2X6 RAFTERS OF M2 24"O.C. EGRESS,LIGHT,VENTILATION,OR ROOF DRAINAGE APPLICABLE,THERE IS NO MECHANICAL EQUIPMENT
CODES SPECIALTY CODE ROOF TILT:16 DEGREES REQUIREMENTS. WITHIN 30.0E SOLAR ARRAY.
wl 2019 OREGON STRUCTURAL SPECIALTY AZIMUTH:180 DEGREES,270 DEGREES 5. 3111.4.8.1-GENERAL PATHWAY REQUIREMENTS-
CODE(SECTION 3111) AREA OF ROOF:2,375 SF EXCEPTION 1:ON STRUCTURES WITH A PV ARRAY
AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF
AREA OF SOLAR ARRAY:370 SF, WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN
SYSTEM SILFAB SLA-M 310W ARRAY IS<25%ROOF AREA INTERSECTING ADJACENT ROOF AND WHERE NO
21 MODULES SECTION IS LARGER THAN 150 FEET MEASURED IN
21 X 310W=6.51kW LENGTH OR WIDTH.
wf SOLAR EDGE SE5000H-US INVERTER MODULE SILFAB SLA-M 310W EXCEPTION 1.1:WHERE PV ARRAY DOES NOT EXCEED
SPECS 25%AS MEASURED IN PLAN VIEW OF TOTAL ROOF
(L)64.96"X(W)38.97"X(H)1.49'WEIGHT:44 LBS AREA OF A STRUCTURE,A MINIMUM OF 12'
COMBINED WEIGHT OF MODULES AND RACKING UNOBSTRUCTED PATHWAY SHALL BE MAINTAINED
EL EC SERVICE VOLTAGE,24DV IS<4,5 PSF. ALONG EACH SIDE OF ANY HORIZONTAL RIDGE.
SERVICE EXCEPTION 1.2:WHERE SOLAR ARRAY EXCEEDS 25%AS
MEASURED IN PLAN VIEW OF TOTAL ROOF AREA OF THE
MAIN DISCONNECT,200A STRUCTURE,A MINIMUM OF ONE 36"UNOBSTRUCTED
INTERCONNECTION TYPE,BREAKER PATHWAY SHALL BE PROVIDED IN ADDITION TO A
PROVIDER,PGE
MAIN PANEL,EATON MINIMUM OF 12'UNOBSTRUCTED PATHWAY ALONG EA.
SIDE OF ANY HORIZONTAL RIDGE.
Approved plans
shall be on job site. .
•
LIABILITY CITY OF TIGARD
The City of Tigard and its REVIEWED FOR C DE COMPLIANCE
employees shall not be Approved: [
Arpr
responsible for discrepancies VALIDITY OF PERMIT App • [
Which may appear herein. THE ISSUANCE OF A PERMIT
BASED ON CONSTRUCTION Permit#: yir\s72+7ZO ' 00615-1
DOCUMENTS AND OTHER Address: l 120D e` ` rt--2��PT 4
DATA SHALL NOT PREVENT c7W /T
THE CODE OFFICIAL FROM Suite #:
REQUIRING THE CORRECTION 13): Date: 2 f�j�
OF ERRORS.ORSC 105.4
SYNCHRO
"n* ", �" PROJECT NAME SITE ADDRESS DATE REVISION
SYNCHRO SOLAR LLC I OR CCB#188766 SCHAFER 11200 SW 83RD AVE 12-2-19 Cover Sheet
2870 NE HOGAN DR.,SUITE E,BOX 240, TIGARD,OR 97223
GRESHAM,OR 97030 TEL:5031208.4786 D.01
ME
MUM
MOM
LU
DRIVEWAY
INVERTER
ek
00 yggq�
/ ELECTRIC PANEL
J
METER
DISCONNECT
NOTE:
THIS SITE PLAN IS NOT A SURVEY,AND IS
FOR SOLAR REFERENCE ONLY.THIS MAY
NOT BE USED TO DETERMINE LOCATION OF
PROPERTY LINES.
NORTH 1. SITE PLAN
Scale:1'=20'-0"
►�°s�` C a 10' 2V 40
PROJECT NAME SITE ADDRESS DATE REVISION Site Plan
SYNCHRO SOLAR LLC 1 OR CCB#188766 SCHAFER 11200 SW 83RD AVE 12-2-19
2870 NE HOOAN DR.,SUITE E,BOX 240, TIGARD,OR 97223
GRESHAM,OR 97030 TEL:503120E-4786 D.02
RACKING RAILS
2 PER MODULE ROW,
TYP
LSEE SHEET 4
FOR ARRAY ABOVE
i
1 44
' ✓� ()2 b�C.,TYPS
i
1
(E)ROOF RIDGE
In 7"4----
t
t 1 6
wa i I ; i i i + RACK NG RAILS,
2 PER MODULE ROW,
f--- ..0 -0 L_ fry'-- _. ,_...-- } _._ TYP
1 1
i I t 1 1
I t 1 I
1
t
7 1 1
CONNECTION TO
(E)RAFTERS,TYP. 1
I I 1 I I I t
REFER TO DRAWING 5
FOR SECTION
'SOUTH ROOF'
�a
N 1. ENLARGED ROOF PLAN (ROOF AND MODULES SHOWN SKEWED)
S Y N C H R O scale:va°=r•o
- 46 .
PROJECT NAME SITE ADDRESS DATE REVISION
SYNCHRO SOLAR LLC { OR CCB#188766 SCHAFER 11200 SW 83RD AVE 12-2-19 Enlarged Roof Plan
2870 NE HOGAN DR.,SUITE E,BOX 240, TIGARD,OR 97223 GRESHAM,OR 97030 TEL:5031208.4788 D.03
PER PER 15.75"
\MANUF t \ MANUF\ \12°
,
CONNECTION TO
(E)RAFTERS,TYP.
'
4 - 4:
yy
REFER TO __.,
DRAWING 5 (E)2X4 RAFTERS
FOR SECTION m / @ 24"O.C.,TYP.
WEST ROOF' 41:3,
O
T
m
4 )- 0 c
i -4
. RACKING RAILS,
i i 2 PER MODULE ROW,
TYP
�t �'{('1 'pq • 1. ENLARGED ROOF PLAN (ROOF AND MODULES SHOWN SKEWED)
47 lY V El \! 0
Scale:1a••1..0
LPROJECT NAME SITE ADDRESS DATE REVISION Enlarged Roof Plan
SYNC.HRO SOLAR LLC I OR CCB44188766 SCHAFER 11200 SW 83RD AVE 12-2-19
2870 NE HOGAN DR.,SUITE E,BOX 240, TIGARD,OR 97223
GRESHAM,OR 97030 TEL:503/208.4788 D.04
SOLAR COLLECTOR MODULE
MODULE(4.5 PSF,MAX) DIMENSION
VARIES
NEW SOLAR MODULE •—'•� ^••f:•,•;�. .•: —_
ARRAY AND ATTACHMENT 1Y I
_ SYSTEM TO EXISTING Mom' To r
RAFTERS MODULE DIMENSION
10'MAX `,S,,
SECTION IA �,`?r ti� I
(E)2X6 RAFTERS L i'�SECTION A "$ e".
@ 24"O,C.,TYP. =-
4
CONNECT SOLAR MODULE TO� "� .•. A_ � •I
1Dr_Sn RAILS WITH(CONNECTOR L•`.i'k 49 h• ''"•• I
\ \ FOR EACH 8.SO FT.OR 9 ,,.
y... LESS OF MODULE SURFACE `xdV
CORROSION RESISTANT ♦i9 4• '
SOUTH ROOF TO METAL
ALTERNATEAIL ROOF� \ O
TO ROOF . J
FRAMING 48"MAX.ON vgggg;;;;CM+ `♦.V. F
CENTER PER SECTION A.ATOMOTYPICAL.PROVIDE A
MINIMUM OF 2 RAILS r I
PER MODULE
ARRAY EAND ATTACHMENT 1?" ---1� ROOF FRR H
SYSTEM TO EXISTING MP' 0 48"
MAX RAFTERS
2. CONNECTION DETAIL
Scale:NTS
NOTE:
(E)2X6 RAFTERS INSTALL PER MANUFACTURER'S
\ 10"_5" \ @ 24"O.C.,TYP. INSTALLATION INSTRUCTIONS
-4-. COLLECTOR MODULE
MIN.2 X 4 JOIST OR TRUSS CONTINUOUS SUPPORT
WEST ROOF CHORD CI 2'MAX.ON CENTER '' . RAIL AND CONNECTION
� .. POST BY RAIL
MANUFACTURER
(SNAP N RACK
SERIES 100)
1. ROOF SECTION
Scale:NTS /2"X12.FLASHING AS REQUIRED TO SEAL ROOF ��
INSTALLED PER MANUFACTURER'S INSTRUCTIONS
5/16"SS LAG SCREW
(MIN.2)I'EMBED INTO STRUCTURAL
MEMBERS/RAFTERS)
SNAP N RACK FLASHED L-FEET
S Y N C H R. 0 ; 3. CONNECTION DETAIL
Scale:NTS
lt,- # •G�. PROJECT NAME SITE ADDRESS DATE REVISION Section & Details
SYNCHRO SOLAR LLC I OR CCB#188766 SCHAFER 11200 SW 83RD AVE 12-2-19
2070 NE HOGAN DR.,SUITE E,SOX 240, TIGARD,OR 97223 GRESHAM,OR 97030 TEL:503i 208-4786 D.05