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IRONRIDGE Tilt Mount <br />System <br />FAST JACK Standoff <br /> Roof <br />max 2'-0" <br />< 2° <br />8° <br />10° <br />Tilt Leg <br />Solar <br />Panels <br />RAFTERS <br />.2x6" 24" O/CTORCH DOWN <br />Harbor Logistics Center <br />SOLAR SOURCE INC 2954 E 14TH <br />ST, LONG BEACH, CA 90804 <br />LIC#: 925231, CLASS - C46, C10 <br />License Date 03/31/2025 <br />3100 S Harbor Blvd, <br />Santa Ana, CA 92704 <br />Date: September 18, 2024 <br />Project Information <br />01-A-050 <br />SHEET INDEX <br />02-E-001 <br />03-E-002 <br />04-S0.1 <br />05-K-003 <br />Plot Plan <br />Stringing <br />Single line diagram <br />Array Layout <br />Signage <br />00-G-000 Cover Sheet <br />06-K-004 Stickers <br />07-K-005 <br />08-K-006 <br />09-K-007 <br />Datasheet <br />Datasheet <br />Datasheet <br />010-K-008 Datasheet <br />011-K-009 Datasheet <br />012-K-0010 Datasheet <br />013-K-0011 Datasheet <br />RAFTER <br />3/8" X 3/4" <br />SS Hex Bolt <br />3/8" SS <br />Flat Washer <br />1 Layer of <br />5/16"SS Lag Bolt Min 2.5" <br />Embed into framing Member <br />Threaded Fast <br />Jack BaseRAFTERS <br />.2x6" 24" O/C <br />TORCH DOWN <br />04-S0.1-Array <br />Layout <br />ARRAY <br />LAYOUT <br />Scale:1/8" = 1'-0" <br />N <br />ARRAY MOUNTING CROSS SECTION <br />ROOF ATTACHMENT NOTE: Footing placement is estimated. <br />Exact footing placement tbd by installers at time of install.THE HEIGHT OF PV MODULE <br />FROM ROOF DECK SHALL BE 6" <br />Roof Attachment <br />FAST JACK <br />on 24" O.C. Rafters <br />PV Railing <br />72" Max Rail Span <br />24" Max Rail Cantilever <br />www. Loyd W Martin .com <br />Solar Structures Engineering <br />#2024-2923 Structural Only <br />December 17, 2024 <br />Exp. 3-31-19 <br />No. C58724 NITRAMW.DYO <br />REGISTEREDPROFESSIONALENGINEER <br />C <br />V <br />L <br />FOETATS <br />ALIFORNIAICIL <br />­2158 <br />(2) 5/16" x 3.5" SS LAG <br />SCREWS WITH 2.5" MIN <br />EMBEDMENT INTO WOOD <br />(2) 5/16" x 3.5" SS LAG <br />SCREWS WITH 2.5" MIN <br />EMBEDMENT INTO WOOD <br />NOTE: <br />Engineer of Record assumes that all structural components of the existing <br />building were permitted and met the requirements of the Building Code at <br />the time of construction. Solar Contractor shall field verify that the roof <br />framing is in its existing permitted condition and capable of supporting <br />required live loads. Framing specified on solar plans shall be assumed to be <br />minimum size and spacing, actual framing may be different. <br />3100 S Harbor Blvd <br />1/27/2025