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2714 W Strawberry Ln and Unit #2 - Plan
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2714 W Strawberry Ln and Unit #2 - Plan
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Last modified
2/13/2026 5:03:06 AM
Creation date
2/13/2026 5:00:42 AM
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Plan
Permit Number
101122290
101122291
Full Address
2714 W Strawberry Ln
2714 W Strawberry Ln Unit# 2
Street Number
2714
Street Direction
W
Street Name
Strawberry
Street Suffix
Ln
Unit Number
2
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INPUT DATA & DESIGN SUMMARY <br />JOIST SPAN 1, = IS <br />ft <br />DEAD LOAD 01, = 5 <br />psf, (w/o self Wt) <br />LIVE LOAD / SNOW L/. = 10 <br />psf <br />JOIST SPACING N = 16 <br />in o.c. <br />DURATION FACTOR ('o = 1-25 <br />(NOS Tab. 2 3.2) <br />REPETITIVE FACTO ('r = 1.15 <br />(NDS 4.3 9. For DSA, 1.0) <br />DEFLECTION LIMIT OF LIVE LOAD <br />ILL = L / 250 <br />DEFLECTION LIMIT OF LONG-TERM LOAD -1l 5(DL�0.3JLL) = L / 240 <br />DEFLECTION LIMIT OF TOTAL LOAD <br />AIDL•LL) = L I IAA <br />ANALYSIS <br />JOIST PROPERTIES & ALLOWABLE MOMENT & SHEAR <br />2. N. -3 MIW.. CI._I .... n <br />Deep (in) <br />Wl (IbIfl) <br />M (11-Ibs) <br />(CP included) <br />V (Ibs) <br />El x 10' <br />(in'-Ibs) <br />4 <br />100 <br />344 <br />630 <br />9 <br />6 <br />200 <br />738 <br />990 <br />33 <br />a <br />200 <br />1183 <br />1310 <br />76 <br />10 <br />3,00 <br />1767 <br />1670 <br />158 <br />12 1 <br />400 1 <br />2375 <br />1 2030 <br />285 <br />29 St-fllr.l nn,Inl.. cl, 6 e..,.... r <br />Deep (in) <br />Wt (IbaM) <br />M (ft-Ibs) <br />(C, Included) <br />V (Ibs) <br />El x 10' <br />(in'-Ibs) <br />4 <br />1.00 <br />574 <br />630 <br />10 <br />6 <br />200 <br />1225 <br />090 <br />40 <br />8 <br />2.00 <br />1975 <br />1310 <br />91 <br />10 <br />3.00 <br />2942 <br />1670 <br />188 <br />12 1 <br />400 <br />3958 <br />2030 <br />338 <br />T-19165 I from Tr C, i.1 ■ f ml .... c, <br />Deq> (in) <br />Wt (lb5M) <br />M (n-Ibs) <br />V (Ibs) <br />El x IV <br />(in'-Ibs <br />11 718 <br />330 <br />6750 <br />1925 <br />450 <br />14 <br />3.60 <br />8030 <br />2125 <br />666 <br />16 <br />390 <br />9210 <br />2330 <br />913 <br />18 <br />4.20 <br />10380 <br />2535 <br />1205 <br />20 <br />4.40 <br />11540 <br />2740 <br />1545 <br />22 <br />4.70 <br />12690 <br />2935 <br />1934 <br />24 <br />5.00 <br />13830 <br />3060 <br />2374 <br />26 <br />5.30 <br />14960 <br />2900 <br />2868 <br />28 <br />5.50 <br />16065 <br />2900 <br />3417 <br />30 1 <br />5.a0 1 <br />17205 <br />2900 1 <br />4025 <br />T till nn 11- T..----- I .I . <br />Deep (in) <br />Wt (fb- t) <br />M (114bs) <br />V (Ibs) <br />El x 10° <br />m=-Ibs <br />11 718 <br />420 <br />9805 <br />1925 <br />621 <br />14 <br />4.50 <br />11430 <br />2125 <br />913 <br />16 <br />470 <br />13115 <br />2330 <br />1246 <br />18 <br />Soo <br />14765 <br />2535 <br />1635 <br />20 <br />530 <br />16435 <br />2740 <br />2085 <br />22 <br />5.60 <br />18075 <br />2935 <br />2597 <br />24 <br />5.80 <br />19700 <br />3060 <br />3172 <br />26 <br />6.10 <br />21315 <br />2900 <br />3814 <br />28 <br />640 <br />22915 <br />2900 <br />4525 <br />30 <br />6.60 1 <br />24510 1 <br />29M <br />5306 <br />T II1NY(1 I f- T.,.e:..:.I . <br />Deep (in) <br />Wt (Ibs/ft) <br />M(R-Ibs) <br />__V(Ibs) <br />El x toe <br />-Ibs <br />11 718 <br />4 60 <br />10960 <br />1925 <br />687 <br />14 <br />4.90 <br />13090 <br />2125 <br />1015 <br />16 <br />520 <br />15065 <br />2330 <br />1389 <br />18 <br />540 <br />17010 <br />2535 <br />1827 <br />20 <br />5.70 <br />18945 <br />2740 <br />2331 <br />22 <br />600 <br />20855 <br />2935 <br />29N <br />24 <br />6,30 <br />22755 <br />3060 <br />3549 <br />26 <br />6.50 <br />24645 <br />2900 <br />4266 <br />28 <br />680 <br />26520 <br />29W <br />5059 <br />30 1 <br />710 1 <br />28380 1 <br />2900 1 <br />5930 <br />AVAILABLE MINIMUM Douglas Fir -Larch SIZES <br />2x6No. 2 2x6No.1 <br />AVAILABLE MINIMUM TJI SIZES <br />11 7/8" TJI/L65 11 7/8" TJIIL90 <br />AVAILABLE MINIMUM SSI SIZES <br />11 7/8" SSI 32MX 11 7/8" SSI 42h <br />(L/240,08in) <br />(L1240,08in) <br />(L/180,1,0in) <br />2. N. 1. nni lnl.. FIrJ .-h I#- Wr,. 0..., ..1.I <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />2x6StAppr ved <br />RYKPIM11 ISSUANCE <br />11 718" SSI 43L <br />Master ID: <br />Date: � W <br />Deep (in) <br />Wt (lbslti) <br />M (fl-Ibs) <br />(Cr induced) <br />V (Ibs) <br />El x 10° <br />(in 4bs) <br />4 <br />1,00 <br />383 <br />630 <br />9 <br />6 <br />200 <br />819 <br />990 <br />35 <br />8 <br />2.00 <br />1314 <br />1305 <br />81 <br />10 <br />3.00 <br />1961 <br />1665 <br />168 <br />12 <br />1 4.00 <br />2637 <br />2025 <br />303 <br />Where. <br />1 ASO Supplements. Tab. 5.4a is from American Wood Council, 2001 <br />2. Assume that the joist top is fully lateral supported by diaphragm (CL = 1.0) <br />3. WoodBeam.xls is at www.engineering-international.com <br />Sf;l ,t7uY I fr..m Irr O r_i-ii . ..., x <br />Deep (in) <br />VA (Ibs/ft) <br />M (R-!bs) <br />V (lbe) <br />El x IV <br />(in'-Ibs <br />C x IV <br />024bs <br />11 7/8 <br />3.10 <br />5391 <br />2115 <br />460 <br />9.39 <br />14 <br />330 <br />6570 <br />2330 <br />667 <br />10.99 <br />16 <br />3.60 <br />7664 <br />2530 <br />900 <br />12,50 <br />18 <br />390 <br />8800 <br />2735 <br />1170 <br />14.02 <br />20 <br />4.10 <br />9918 <br />2935 <br />1478 <br />1&55 <br />22 <br />4.40 <br />11038 <br />3135 <br />1824 <br />1708 <br />24 <br />4.70 <br />12159 <br />3335 <br />2211 <br />1862 <br />26 <br />5,00 <br />13279 <br />3540 <br />2638 <br />2015 <br />28 <br />5.20 <br />14401 <br />3740 <br />3106 <br />21,68 <br />30 1 <br />5.50 <br />15524 <br />3940 <br />3616 <br />2321 <br />S_SI d2YY I faun Irr Der SAII'I . . x • eI <br />Deep (in) <br />Wt (Ibs1R) <br />M (ft-Ibs) <br />V (Ibs) <br />El x 10s <br />in'-Ibs <br />C x 10e <br />W-lbs <br />11 7/8 <br />3,80 <br />7592 <br />2060 <br />637 <br />954 <br />14 <br />4 10 <br />9274 <br />2350 <br />924 <br />1115 <br />16 <br />430 <br />10863 <br />2620 <br />1246 <br />1268 <br />18 <br />460 <br />12456 <br />2895 <br />1617 <br />1422 <br />20 <br />4.90 <br />14051 <br />3165 <br />2040 <br />15.77 <br />22 <br />5.10 <br />15649 <br />3440 <br />2514 <br />17.32 <br />24 <br />540 <br />17248 <br />3710 <br />3042 <br />18.87 <br />26 <br />5-70 <br />18849 <br />3985 <br />3622 <br />2042 <br />28 <br />600 <br />20450 <br />4255 <br />4257 <br />21,97 <br />30 1 <br />620 <br />22052 <br />4530 <br />4948 <br />23.53 <br />SSI d]1 ( from irr OFC-SAM n n S e- <br />Deep (in) <br />Wt (Ibs7ft) <br />M (;-Ibs) <br />V (Ibs) <br />El x 10s <br />(in 24bs) <br />C x 10° <br />hn7-Ibs <br />11 7/8 <br />4.60 <br />9789 <br />2080 <br />707 <br />6.81 <br />14 <br />4.90 <br />12081 <br />2260 <br />1031 <br />7.91 <br />16 <br />5.20 <br />14251 <br />2425 <br />1394 <br />897 <br />18 <br />5.40 <br />16260 <br />2590 <br />1944 <br />10.05 <br />20 <br />5.70 <br />18419 <br />2755 <br />2454 <br />11.13 <br />22 <br />&90 <br />20573 <br />2920 <br />3026 <br />1221 <br />24 <br />6,20 <br />22730 <br />3090 <br />3661 <br />1330 <br />26 <br />6,40 <br />24889 <br />3255 <br />4358 <br />1439 <br />28 <br />670 <br />27050 <br />3420 <br />5119 <br />15.47 <br />30 1 <br />7 00 1 <br />29212 <br />3585 <br />5944 <br />16 56 <br />
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