Laserfiche WebLink
ATTACHMENT <br />LAYOUT <br />DESIGN CRITERIA <br />Modules: <br />Max Distributed Load: 3 PSF <br />POINT LOAD CALCULATION PER ARRAY <br />Module Weight (lbs) <br /># Of Modules <br />48.5 <br />Total Module Weight (lbs) <br />Rack Weight (lbs) <br />Microinverters Weight (lbs) <br />Total System Weight (lbs) <br /># Of Standoffs <br />Max Span Between Standoffs (in) <br />Loading Per Standoff (lbs) <br />Total Area (sq.ft.) <br />Loading (PSF) <br />776 <br />155.2 <br />38.08 <br />969.28 <br />24 <br />72 <br />40.38 <br />352 <br />2.75 <br />RAIL <br /> ATTACHMENT <br />Truss 2 x 4 @ 24" O.C. <br />16 <br />16 <br />PV 5.0 <br />PV SYSTEM AS INDICATED <br />Scale:Project: <br />Project Name: <br />Property Adress: <br />Vincent Piarulli <br />1601 Beechwood St, <br />Santa Ana, CA 92705 <br />Drawn by:New@engineerinc.io <br />02/20/2023DATE: <br />Prior to the commencement of work, the contractor shall verify the existing roof and framing <br />conditions. Notify New@engineerinc.io of any Discrepancies prior to starting construction. <br />Prior to the commencement of work, the contractor shall inspect framing for any damage <br />such as water damage, cracked framing, etc. and notify New@engineerinc.io if any issues <br />are found. <br />These Plans are stamped for structural code compliance of the roof framing supporting the <br />proposed PV installation reference only. These plans are not stamped for water leakage. <br />PV modules, racking, and attachment components must follow manufacturer guidelines <br />and requirements. <br />Attachments to be installed in a staggered orientation to properly distribute loads. <br />UNIRAC FLASHLOC ATTACHMENT DETAILS <br />5/16" x 4" SS LAG BOLT W/SS EPDM BONDED WASHER <br />2 1/4" <br />3 1/2" <br />6 7/8" <br />3' 3/4" <br />SS SERRATED T-BOLT <br />SS SERRATED FLANGE NUT <br />FLASHLOC BASE <br />MILL OR DARK <br />PART TABLE <br />FLASHLOC COMP KIT MILL, 20 PACK <br />DESCRIPTION <br />FLASHLOC COMP KIT DARK, 20 PACK <br />P/N <br />004085M <br />004085D <br />Blocking <br />DF#2 <br />2 x 6 <br />1 Layer of . <br />Plywood & Building Felt <br />Solar Module <br />6" <br />Attachment <br />ROOF SECTION DETAIL <br />Truss 2 x 4 @ 24" O.C. <br />COMP SHINGLE <br />Wind Speed: 110 mph. <br />CONTRACTOR <br />Flagship Holdings LLC <br />Address: 15911 canterbury ct. <br />Bakersfield, CA 93314 <br />Phone number: 661-428-9293 <br />License: CSLB #1094787 <br />Tyler Crosby <br />20' <br />12'-4" <br />Date Certified and <br />Exp. Date : 3/31/2024 <br />Signed:02/20/2023 <br />Professional Certification. I hereby certify that these documents <br />were prepared or approved by me, and that I am a duly licensed <br />professional engineer under the laws of the State of California. <br />License No. ____________, Expiration Date: _______________ 88083 03/31/2024 <br />G <br />1601 E Beechwood <br />St03/09/23