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2422 W Marty Ln Unit 2 & 3 - Plan
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2422 W Marty Ln Unit 2 & 3 - Plan
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Entry Properties
Last modified
11/21/2025 5:00:15 AM
Creation date
11/21/2025 5:00:05 AM
Metadata
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Template:
Plan
Permit Number
101124651
101124652
Full Address
2422 W Marty Ln Unit# 2
2422 W Marty Ln Unit# 3
Street Number
2422
Street Direction
W
Street Name
Marty
Street Suffix
Ln
Unit Number
3
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ROOF DEAD LOAD : <br />Compl Shingles Roofing <br />Sheathing/Insulation <br />.2X RR@ 16" OC <br />2X C.J@ "16" OC <br />Drywall Ceiling <br />MPE <br />Future Solar Panels <br />MISCELLANEOUS <br />1SLOPE CORRECTION "X:12" <br />MISCELLANEOUS <br />HOOF DEAD LOAD : <br />HOOF SNOW LOAD : <br />HOOF LIVE LOAD : <br />TOTAL. rmOF LOAD: <br />II <br />= <br />4.00 <br />= <br />= <br />= <br />ROOF TYPE 1 <br />6.0 PSF <br />1.5 PSF <br />2.0 PSF <br />2.0 PSF <br />2.2 PSF <br />1.0 PSF <br />3.0 PSF <br />1.3 PSF <br />19.0 PSF <br />1.05 PSF <br />0.01 PSF <br />20.0 PSF <br />§PSF PSF <br />PSF <br />10.0 PSF <br />1.~ PSF <br />2,0 PSF <br />0.4 PSF <br />2.2 PSF <br />'-----~1.-=-'0 PSF <br />17.0 PSF <br />D ~~~ <br />PSF <br />PSF <br />= ~0 PSF <br />RR <br />RR <br />RR <br />CJ <br />CJ <br />CJ <br />CJ <br />CJ <br />FLAT LOAD: <br />Comp. Shingles Roofing <br />Sheathing/Insulation <br />2X RR@ 16"0C <br />MPE <br />MISCELLANEOUS <br />SUB-TOTAL <br />SLOPE CORRECTION "X:12" <br />MISCELLANEOUS <br />ROOF DEAD LOAD : <br />RO()F SNOW LOAD : <br />ROOF LIVE LOAD : <br />TOTAL ROOF LOAD: <br />Finish .flooring <br />3/4" subfloorihg <br />2x12 @16"oc <br />Int. non-brg wall <br />1/2"gypsum board <br />R19, M/P/E, & others <br />FLOOR DEAD LOAD : <br />FLOOR LIVE LOAD : <br />TOTAL FLOOR LOAD <br />I FIRST FLOOR LOADS <br />DECK DEAD LOAD <br />DECK LIVE LOAD <br />•; GEOTECHNICAL ENGINEER : '--'-='-'-'l::.l==::___:=..:::.::.:::.:::.:~.::.:.:.:::.:..:.:.:::,___j <br />'BASIC BEARING PRESSURE <br />1 PADS & CONT. FNDT. = Qa <br />INCREASE FOR WIDTH <br />INCREASE FOR DEPTH <br />1\11!\X SOIL PRESSURE -Qa <br />, ALLOW PASSIVE PRESSURE <br />= <br />= <br />= <br />ALLOW SOIL FRICTION = <br />1,500 PSF ISOLATED FOUNDATIONS <br />0.0 % <br />0.0 % <br />1,500.0 PSF <br />0.01 PCF <br />.__ ___ 0::..;..3.:-J_ <br />EQU/V. FLUID PRESSURE <br />ROOF TYPE 2 <br />3.0 PSF <br />1.5 PSF <br />3.0 PSF <br />0.0 PSF <br />0.0 PSF <br />1.0 PSF <br />0.0 PSF <br />1.5 PSF <br />10.0 PSF <br />~ 1.00 PSF <br />o.oj PSF <br />= <br />= <br />= <br />10.0 PSF <br />§§i PSF <br />PSF <br />0 PSF <br />0.0 PSF <br />0.0 PSF <br />0.0 PSF <br />. 0.0 PSF <br />0.0 PSF <br />o,o PSF <br />'-----:0;:'-.0:::-' PSF <br />40.0 PSF <br />40.0 PSF <br />0 <br />0.0 <br />o.oj <br />PSF <br />PSF <br />PSF <br />PSF <br />PSF <br />'--------'-'0 I PSF <br />O.Oj PCF .__ __ __;;.._"-'
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