My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
821 N Lowell St - Plan
PBA
>
Building
>
ProjectDox
>
L
>
Lowell St
>
821 N Lowell St
>
821 N Lowell St - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/9/2025 9:02:29 AM
Creation date
6/9/2025 9:02:01 AM
Metadata
Fields
Template:
Plan
Permit Number
20179010
101114253
Full Address
821 N Lowell St
Document Relationships
101114253 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Lowell St\821 N Lowell St
20179010 - Permit
(Permit - Plan)
Path:
\Building\Permits\L\Lowell St\821 N Lowell St
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
35
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
SHEET NAME <br />SHEET SIZE <br />SHEET NUMBER <br />ANSI B <br />11" X 17" <br />SIGNATURE WITH SEAL <br />PROJECT NAME & <br />ADDRESS <br />A1.0 <br />DATE: 2/27/2023 <br />82 <br />1 <br /> <br /> N <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />, <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />GU <br />S <br />T <br />A <br />V <br />O <br /> <br />V <br />E <br />L <br />A <br />Z <br />Q <br />U <br />E <br />Z <br /> R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />DESCRIPTION DATE REV <br />REVISIONS <br />INITIAL DESIGN 2/27/2023 00 <br />LEVION CONSTRUCTION LLC <br />49 CALYPSO IRVINE <br />CA 92618 <br />CONTRACTOR LIC#: #1096696 <br />PHONE #: 951-554-2201 <br />GENERAL B <br />ZACHARY WINGER <br />SITE PLAN <br />MODULE, ARRAY WEIGHT (LOAD CALC'S) <br />Number of Modules 16 EACH <br />Module Weight 51.60 LBS <br />Total Module (Array) Weight 825.60 LBS <br />Number of Attachment point 29 EACH <br />Mounting System Weight <br />(Per Module)1.5 LBS <br />Mounting System Weight 43.5 LBS <br />Total System Weight <br />(Total Module Weight + Mounting System Weight)869.1 LBS <br />Weight at Each Attachment Point <br />(Array Weight / Number of Attachment Point)28.47 LBS <br />Module Area (76.40"x41.30") 21.91 SqFt <br />Total Array Area 350.56 SqFt <br />Distributed Load <br />(Total System Weight / Total Array Area)2.48 Per SqFt <br />Total Roof Area 1203 SqFt <br />EXISTING SOLAR AREA 0 SqFt <br />TOTAL SOLAR AREA 351 SqFt <br />Total Percentage or Roof Covered <br />Total Array Area / Total Roof Area)*100 29.14 % <br />= ATTACHMENT POINTS <br />= RAFTERS <br />= RACKING SYSTEM <br />= EXTERIOR RUN <br />= CONDUIT ROOF TOP JUNCTION BOX <br />SYSTEM LEGEND <br />M <br />AC <br />C <br />NEW PHOTOVOLTAIC UTILITY DISCONNECT SWITCH. <br />NEW DEDICATED PV SYSTEM COMBINER PANEL. <br />= ROOF OBSTRUCTIONS <br />= FIRE PATHWAY <br />NEW EXTERIOR MAIN SERVICE PANEL TIED TO <br />EXTERIOR UTILITY METER. <br />16 NEW CANADIAN SOLAR CS3N-395MS [BLK] BLACK <br />MODULES WITH 16 NEW ENPHASE ENERGY <br />IQ8PLUS-72-2-US [240V] INVERTERS, MOUNTED ON <br />THE BACK OF EACH MODULES. <br />ROOF SECTIONS <br />SCALE: 1/8" = 1'-0" <br />1 SITE PLAN <br />A1.0 <br />M <br />ROOF #01 <br />S NEW SUB PANEL. <br />NOTE: CONTRACTOR IS RESPONSIBLE ON WATER <br />PROOFING AND TO FIELD VERIFY ALL ASSUMPTIONS <br />LISTED ON THE PLANS PRIOR TO INSTALLATIONS. <br />NOTE: THE DESIGN WIND PRESSURES FOR ROOF TOP <br />SOLAR PANELS LOCATED ON ENCLOSED OR <br />PARTIALLY ENCLOSED BUILDINGS OF ALL <br />HEIGHTS,WITH PANELS PARALLEL TO THE ROOF <br />SURFACE,WITH A TOLERANCE OF 2°AND WITH A <br />MAXIMUM HEIGHT ABOVE THE ROOF SURFACE,H2,NOT <br />EXCEEDING 10IN.A MINIMUM GAP OF <br />0.25IN.(6.4MM)SHALL BE PROVIDED BETWEEN ALL <br />PANELS,WITH THE SPACING OF GAPS BETWEEN <br />PANELS NOT EXCEEDING 6.7FT(2.04M).IN ADDITION,THE <br />ARRAY SHALL BE LOCATED AT LEAST 2*H2 FROM THE <br />ROOF EDGE,A GABLE RIDGE,OR A HIP RIDGE. <br />1 STORY HOUSE <br />ROOF MATERIAL - ROLLED COMPOSITE FLAT ROOF <br />AC <br />82 <br />1 <br /> <br /> N <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />FR <br />O <br />N <br />T <br /> <br />O <br />F <br /> <br />H <br />O <br />U <br />S <br />E <br />THE MAXIMUM GAP BETWEEN <br />MOUNTING POINT IS 72" <br />72" <br />C <br />36 <br />" <br /> <br />P <br />A <br />T <br />H <br />W <br />A <br />Y <br />36" PATHWAY <br />MODULE - 03 <br />SLOPE - 3° <br />AZIMUTH - 180° <br />MATERIAL - ROLLED COMPOSITE FLAT ROOF <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />ROOF #01 <br />36 <br />" <br /> <br />P <br />A <br />T <br />H <br />W <br />A <br />Y <br />N <br />ROOF #02 MODULE - 06 <br />SLOPE - 3° <br />AZIMUTH - 270° <br />MATERIAL - ROLLED COMPOSITE FLAT ROOF <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />ROOF #03 MODULE - 07 <br />SLOPE - 3° <br />AZIMUTH - 90° <br />MATERIAL - ROLLED COMPOSITE FLAT ROOF <br />RAFTERS SIZE & SPACING - 2"X4" @ 24" O.C. <br />RO <br />O <br />F <br /> <br /># <br />0 <br />2 <br />RO <br />O <br />F <br /> <br /># <br />0 <br />3 <br />This item has been digitally <br />signed and sealed on <br />03/06/2023 <br />821 N Lowell St <br />03/14/23
The URL can be used to link to this page
Your browser does not support the video tag.