Plans ,
f 4
PROJECT DATA ■
OWNER SCHWINDT DENTAL OFFICE CONTRACTOR MR. SUN SOLAR
CITY OF TIGARD , 4,
11445 SW SUMMERFIELD DRIVE NEIL KELLY HOME PERFORMANCE :*" E-..RECODE COMPLIANCE 4c„ i'
TIGARD, OR 97224 804 N. ALBERTA STREET PP /1��I �'J6, �' 4,9
• PORTLAND, OR 97217 V�,/
503-224-2468 �— 'j(, f :/1. . I i kfq* • •BUILDING COMMERCIAL/ CONTACT: ROSE WOOFENDEN
DATA DENTAL CLINIC Ct� • L �r „, ' 00
ROOF SPECS MEMBRANE ROOF Address: '_ 4T' • SOflA £F(lr - i
W/ PRE-MANUFACTURED ROOF TRUSSES @ 24" O.C. Suite APPLICABLE 2010 OREGON SOLAR INSTALLATION ROOF TILT: 0 DEGREES, _
CODES SPECIALTY CODE ARRAY TILT: 10 DEGREES By: .� - Dates ��
AZIMUTH: 180 DEGREES ..E.17,-
AREA OF ROOF: 3,870 SF PARKING
PV SYSTEM SOLARWORLD 275W AREA OF NEW SOLAR MODULES: 675 SF , FFICE COPY
36 MODULES
(36) X 275W= 9.900kW
(1) SMA 9000-TL-US INVERTER MODULE SOLARWORLD 275W
SPECS
(L) 66" X (W) 39.5" X (H) 1.2" WEIGHT: 46.7" LBS ,
COMBINED WEIGHT OF MODULES AND RACKING
IS < 4.5 PSF. r� LLI
PROJECT NOTES d L D
0
o0 0 I I r,-2 1. 303.2- PV SYSTEMS AND SUPPORTING STRUCTURE 7. ROOF STRUCTURE IS CONVENTIONAL LIGHT FRAMED
- SHALL COMPLY WITH REQUIREMENTS OF OSSC WOOD CONSTRUCTION WITH PRE-MANUFACTURED ROOF
CHAPTER 6 OR THE ORSC AS APPLICABLE. @ 24" O.C. r' ....j
• 2. 303.3- ALL PV MODULES TO BE UL 1703 LISTED. 8. 304.9.5- DISCONNECTS,3-BOXES, COMBINER BOXES OR
3. 303.5- PV SYSTEM SHALL HAVE A FIRE GUTTERS SHALL NOT BE PLACED IN ANY REQUIRED I ® 1 I I 0 O
CLASSIFICATION THAT IS EQUAL TO OR GREATER PATHWAY OR CUTOUT.
THAN THE ROOF ASSEMBLY REQUIRED BY OSSC 9. ROOF MATERIAL IS MEMBRANE ROOF. I OI I I I 1 1 __J
SECTION 1505.1. 10. PER 305.4 ITEM 3: TOTAL SYSTEM WEIGHT SHALL NOT
4. 303.6- ALL COMPONENTS OF THE PV SYSTEM SHALL BE EXCEED 4.5 PSF. PV MODULES AND RACKING SHALL BE I I I 0 1 1 1
RATED FOR THEIR USE. DIRECTLY ATTACHED TO ROOF FRAMING AS SHOWN IN I /
5. 303.4- 304.8- PV LAYOUT SHALL NOT RESTRICT CONNECTION DETAIL #2. ATTACHMENT SPACING WILL I I I I I I I I I /
EGRESS, LIGHT, VENTILATION, OR ROOF DRAINAGE BE 48" O.C. MAX, AND WHEN ATTACHMENT LOCATED
REQUIREMENTS. WITHIN 3' OF ROOF EDGE, HIP, EAVE, RIDGE SHALL BE
6. 304.9.1 GENERAL PATHWAY REQUIREMENTS- 24" O.C. MAX.
EXCEPTION 1: ON STRUCTURES WITH A PV ARRAY 11. MAX MODULE HEIGHT < 12" OFF ROOF SURFACE.
AREA OF 1,000 SF OR LESS INSTALLED ON A ROOF 12. SECTION 304.7- MECHANICAL EQUIPMENT
WITH A SLOPE THAT EXCEEDS 2:12 AND WITH AN CLEARANCES: A CLEARANCE OF MINIMUM 30"
INTERSECTING ADJACENT ROOF AND WHERE NO SHALL BE MAINTAINED TO EXISTING MECHANICAL
SECTION IS LARGER THAN 150 FEET MEASURED IN EQUIPMENT IN AREA OF WORK.
LENGTH OR WIDTH. Area of Work
EXCEPTION 1A: WHERE PV ARRAY DOES NOT EXCEED PV ARRAY SW DURHAM ROAD
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
SITE PLAN-0- Scale: 1" = 20'-0"
\ 0' 10' 20' 40'
Mr. Sun Solar
X Ned 6el1■ comp., SCHWINDT DENTAL OFFICE DATE: OCTOBER 16, 2014 Dwg. NO.:
804 N. Alberta Street 1 1 4 4 5 SW SUMMERFIELD DRIVE DRAWING: SITE PLAN/ PROJECT INFORMATION I
Portland, OR 97217
TEL: 503-288-7461 TIGARD, OR 97224 REVISION:
CCB# 1663
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REFER TO DRAWING 4
FOR SECTION O Area of Work
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NORTFI
, ROOF FRAMING PLAN
• / Scale: 1/8" = 1'-0"
Mr. Sun Solar
31 Neil Kelly Company SCHWINDT DENTAL OFFICE DATE: OCTOBER 16, 2014 Dwg. NO.:
804 N. Alberta Street 1 1 4 4 5 SW S U M M E R F I E L D DRIVE DRAWING: ROOF FRAMING PLAN `Z
Portland, OR 97217
TEL: 503-288-7461 T I G A R D, OR 97224 REVISION:
CCB# 1663
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REFER TO DRAWING 4 0
FOR SECTION Area of Work
/
NORTH
■ \ ROOF PLAN
Scale: 1/8" = 1'-0"
Mr. Sun Solar
A Neil Kelly Con1pan} DATE: OCTOBER 16, 2014 Dwg. NO.:
SCHWINDT DENTAL OFFICE
804 N. Alberta Street 1 1 445 SW SUMMERFIELD DRIVE DRAWING: ROOF PLAN
Portland, OR 97217
TEL: 503-288-7461 TIC A R D, OR 97224 REVISION:
CCB# 1663
NEW SOLAR MODULE ARRAY
AND IRONRIDGE BALLAST
SYSTEM. REFER TO SHEET 5
FOR MORE INFORMATION
II\ ,I <MimiJ
IAPr/ lir lir
EXISTING PRE-MANUFACTURED ,-
ROOF TRUSSES @ 24" O.C., TYP.
r, :
` I I-1 11-1 1 1-1 1 I-1 1 1-1 1 1-1 1 1-1 1 1-1 1 I-1 1 1-1 11-I 1 1-1 1 I-1 1 1-I 11-1 1 1-1 1 1-1 1 1-I 11-I 1 1-1 I I-1 1 1-I 1 I-1 1 1-I 1 1-I 1 1-1 1 1-1 1 1-1 1 I t...
11-111-111-111;=111-111-111-111-111-111-111-111-111-111-111-111-111;111-111-111-111-11 I I III �
— =111=111=111=11 1- =1 I I—I 11=1 11=1 I I—I 11=1 I I,, III I I 1 I I 11 1 iii III—III—III—III—III—�I —� —� —I 11 —I 11—�
=II I-I 11=1 I I-1 11=1 I i ,. LI 11;I — 1=111=111—, , I-111;111-
I�1-111-111-111=1 11-1 1-111111 111=111-1'
1 I 1=111=111=11 El�1 1-111, ,11111 111=11'
1 . SECTION
. � \ 1 Scale: NTS
Mr. Sun Solar
■ „i„,.,„, SCHWINDT DENTAL OFFICE Dwg. NO.:
DATE: OCTOBER 16, 2014
804 N. Alberta Street 1 1 445 SW SUMMERFIELD DRIVE DRAWING: SECTION
Portland, OR 97217 4
TEL: 503-288-7461 T I G A R D, OR 97224 REVISION:
CCB# 1663
IronRidge Ballasted Roof Mount System 10 Degree
Exhibit A
L6 Typ
mistance a Mo Je Ed
to Edge of Fr Bn onost Tray)ge
I PV Modules
' t@ �0 L Typ
I fl ten
toEdgeeof Detest Troy) ''``
Panel Length b
:allast Blocks �
e (Concrete) i� �
� �� ice/
1 lb PV Modules ,\'01
i 'allast Blocks
' :''� (Concrete)
p
35.5 Typ
Support Asser)bly reflector
® _i �(G9D Galvanized Steel) (5052-H32 Al)
i r _—e
', I ' Support Assenbly
. (690 Galvanized Steel)
. @ Ig
19' Horizontal Module Dimension= 22.94
(Distance Fro
Sun Approach Angle sqrt(Hodule Vldth^2 - 4E932)
—.38 Typ (Distance Between Panels)
Panel Edge to Tray Edge)
` ems. i f—� — — - - — — — — - - — I 15.2
22.64 J
Panel Edge to TrayaEdge) —(Ror2Spacing) 6.84 (5052-H32 Ind cAl)
effector
(5052-H32 Al)
�4 IRONRIDGE
1 . IRONRIDGE BALLAST SYSTEM DETAIL
■ ` I Scale: NTS
Mr. Sun Solar
1 Neal hay Company SCHWINDT DENTAL OFFICE DATE: OCTOBER 16, 2014 Dwg. NO.:
804 N. Alberta Street 1 1 445 SW SUMMERFIELD DRIVE DRAWING: DETAILS 5
Portland, OR 97217
TEL: 503-288-7461 TIC A R D, OR 97224 REVISION:
CCB# 1663