You do have some interaction via FB yet you can save yourself a ton of money teaching yourself on here, BP.

I could see the same happening in these Real Estate Syndications, especially ones utilizing some celebrity hook for LP's. 

The upside won’t be limited to hyperscale projects—industrial land, flex space, supporting infrastructure, and nearby workforce housing tend to benefit once utilities commit capital.Housing policy is another quiet lever.

All other bills (HOA, utilities, etc) are on auto-pay. 

I know many successful investors that utilize it and some have higher-end properties in areas like Maitland.

In California, yes a security deposit can be used to cover unpaid obligations that were the tenant’s responsibility under the lease, as long as you provide an itemized deduction within 21 days and proper documentation.Under CA Civil Code §1950.5, a landlord may deduct from the deposit for:Unpaid rentUnpaid utilities the tenant was contractually responsible forDamage or losses beyond normal wear and tearOther necessary costs incurred because the tenant failed to meet lease obligationsIn your case:1.

Quote from @Marc Winter: After just finishing my home inspection recertification, I plugged your question into the system, heres what it said:Most likely cause: Differential movement + thermal expansionThis type of crack is commonly caused by one or more of:Thermal expansion/contraction of a long brick wall (brick expands more than people realize)Lack of control joints in the masonryMinor differential settlement between structural elements (floor line, lintel, or bond beam)Possible interaction with a floor diaphragm or window header lineHow I’d classify itCategory: Non-structural / serviceability crackSeverity: Low to moderateRisk: Usually cosmetic unless it continues to growWhat would confirm thisCrack aligns near a floor levelNo stepped “stair-step” patternNo widening at one endInterior walls at same level may show hairline cracksThe stepped / jagged, diagonal through mortar jointsWhat it looks likeStair-step pattern following mortar jointsChanges direction vertically and horizontallyLocalized area rather than full-lengthSome patched/effloresced areas nearby⚠️ Most likely cause: Foundation movement (settlement or heave)This pattern is classic for:Differential foundation settlementSoil shrink/swell (expansive clay, poor drainage)Localized footing movement (corner or bearing point)The stair-step pattern forms because masonry is weakest at mortar joints, so stress releases there.How I’d classify itCategory: Structural movement crackSeverity: Moderate (possibly increasing)Risk: Needs monitoring; may require repair beyond cosmeticWhat would raise concernCrack width > ~⅛ inchNoticeable brick displacement (one side proud)Interior drywall cracks aligning with this locationDoors/windows near this area sticking🧠 Why these two cracks have different causes (important)Even though they’re on the same wall:1. global wall movement (temperature / restraint)2.  

Unlimited utilities are just an incentive for tenants to use as them as much as they want even if excessive.  

We have utilized an industrial 'Owner-GC' renovation budget that significantly de-risks the build-out compared to traditional commercial construction methods and allows for alternative engineering approaches to this massive project.

Think secondary and tertiary markets, not high-end coastal areas chasing appreciation.What this usually looks like in practice:• A primary residence with a basement, garage conversion, or ADU-style layout• Separate entrances and utilities where possible• Rents priced below market but still strong on a per-square-foot basisThe biggest constraints are zoning, insurance, and financing, not tenant demand.