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Home My WebLink About1950 KELLOGG AVE; ; CB961780; PermitB U I L [1 I N (;~ 17/9b 09:0o P'3ge 1 ot J('ib Addre..,s: 195:) KELLUGG AV P rm1t Type: MIJCELLANEOUS Pa eel No: 2!2-092-C3-0~ VdlUdt1on: G p E L Occupancy Group: R~ferencc#: D•sr.r1.pt1on: UNDERGROUND PLUMBING ONLY : OK PCR PA KELLEY Appl/Ownr : AQUATIC DESIGN GROUP 19 1 CA~ NO VIDA ROBLE STE 1.5 ,., ARLSBAD CA *'AI< Fee., Re-,1uiLcd FAes: Adiustments: Totdl Fees: Fee descr1pt1on M1scellar.eous r~e # A MISCELLANEOUS TO M I T Perm1t No: ('B:3617 u Pro -cc:tt No: A9bU .. L3 Deve ::.<>pme.ti t No: Suit A 97?6 09/17/96 0001 02 t#: .. ... ,.,~ ... Construction 7ype: VN .:>tatu : 1~S(JE[J Applied: 09/17/96 A~r/Issue: 09/17/90 Entered By: RMA 619-4 8-400 .00 • C J 5 c:. 00 Ext fee Datr1 5c:. 00 PLM ?ERMI' 55.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 \,,:' q'' AIR CONDITIONING & HEATING 1232 Keystone Way Vista, CA 92083 Lic.#509805 No. (619) 727-4152 • So. (619) 693-1147 FAX (619) 727-0213 ,o'' . • , .... 1121-29-1996 01: 11PM FROM PATRELL ENGINEERING GROUP TO 16194385251 P.01 LJ~U T. ~QAO =. 3(o5 lb 2 {£). 3 5 T :r I / q (_p <E ~ 1 -o .. OG LL ~ 2.0 p~r DL 1/2" PLwO -l.5psf .2-·x lo Rl2. € 24'~, -:: /. I psi . Rooi:==1N.b . = 3p~f T,..s~ -= 2. 4 ps..f 8.0 ps{ w = 6'( a;t t20p,.f \ + B55~r -2.32. 5 lb/' ~ ~ 23'2 .. 5JbJ' (32.·'Y2 + 3/4(3Co5lbY12.2{)(lq.21~ - . B. . 31-' ::; 3 \ 5 (o 2-' \b < 4 t t 50 ' \ b e. LO \= ::. \.?.. ~ J < ~o.400'\b e.. LOF ~ 1.0 6 ~ 2 •' :lb I X 4 T 1. 2.5 3 y. J,. 1~(3£,4 )(5 .. 15 X IOV! (rz.'i. 5,?; ?..~.35••t10° L/240 ='3.lr-12/ 240 = 1-lu" • I\ >· l .oe' 11 OK '\ (o ' ' ' 3 .. _ .2.Co .: .. -~.5 .... -.. -IJ..lf __ 9J..o. ______ e~. g___LL~5----· . 0~ F"o8. ADO.~O . LOAQ OF .. "" ~E..C.HA.N.JC~'--·-·· E.a.v.1e.M .. ~N °T" .• , 10-29-1996 1211: 12PM FROM PATRELL ENGINEERING GROUP P.02 TO 16194385251 2)4 Product Description Product Description I D~ectian Calculation TOP ANO HC'lTTOM ~LA!ll<li:9: . ~{ wes MATERIAL: PROFILES ANO LC:NGTHS AVAILASI.!. ~··' M)CRC-LAM" tamin~un'.! Comi:,ln.irion cl!\, .... anrl ,111·· • Only ~rallel prc·iles ant available. ·-. .,,-,: .···<. ···.;·.:'.: veneer 1~1 ml!le~ ~rn~n,ral I Pl11weod • Maximum l~ngtt, c1v1:11lc1bl91S 60 feel. ~ -~··::i,.f_. :!;~ .. ;.>· .. t ~ '}!(,.; >: .'.· . _;,j'j;,,-f •"r:r:;:f.'~.'SI;.~;···" ····~ ... ~ ' .. ,..., eode Appn:,v11I· Section Properties . ?" !CBO;z pi=e,..;:;i:,~ ' Maxtn'Mn M~irnum Resisii~ ~ Flange Sia! Mcmenl'11 Shear El (depth x w.:fth) Depth Weight (It. lbs..) lhl.} QtilL in.I) /India;) Cini.heel Ubs.ffl,) 1QQCMI 115% !250A, 100% I ,,SIMI 1?,5~ Z~xS.85 26.35 S.5 33400 :38410 41750 4&40 I S1QS 5550 5475 :1. ,a• 2.~x3./3.5 :g&.35 9.5 4532G ~2121 ~ 52$1 { !5070 OOOfJ ,c, 10111(1" I ., I I G1Wll 1C' 2.SO:it3.85 . 2.6.SS 9.0 ::1/..c) t13C46 '16790 11,&cQ 5105 SS50 .u!OJLU8 .~.as ,o.o 5:>7'10 58350 63425 52~ 6070 I 6600 1,200 .x ,o• 2.50,t3.M . 37;10 10.:.i 544AO __ 8?6E!5 ea, ,s 609Q ! 7005 i 7515 1~l0lt 10• 2.S0x4.S5 3,1,;iiS 11.0 61770 71035 I 77216 &2SQ ! 60"ro 8600 1336C x ,o~ U!Dll.4.,El:5 37:10 ,1~ 8634~ 76295 S2930 6090 7005 7815 1541011 10" NO"f1;;: i. ~r Jipans of 45 leei anc:I grefl.tlilr recluee m,u,1mum resilllive ITICm&nt by 5 11(,·-cern. Ddlection Calculation Tc 'lppmxirna1, purtln joisl :ceffeeticn f:ir &ir.lple spans wiln umtcrni 1ti ~.,ma.18 :iurtiri jcisi d<!'!le~iort fer simc,1e s;,a11 witn a. lt!M5 use tl!e lollowing lur111ullzl! 5WL• WI.." .6. .. -+ 384EI l(d 1' ~o· Wnere: W , Unilerm load in ~nd~ r.,er lineal lncti L -Cfeer~n ;,. lr!C.111!1:t t:i "' Deplh of puriin jo~ in Inches E! .. 'IA!lh.ia ~ '1'1owl'I Oti.' t.:11:11;1 I( -~3 Camber ' TJl .. /96 i1Uriin joist =mbel" (2200 fL radl1S) ~ ~ 'Midspan Spiin Cambar 'Camber {fest) (irct.) (1aet) l1nchesl so o.s, 44! 1.32 ~ (l?Q 4'' ·--, .. .,...... 1.44 34 0.79 ~ 1.57 36 o.ae !O 1.10 ~ . Q.91 62 ,.M '° 1.09 64 1.99 d2 1..3) !I& 2.14 ccnc;•ntri'l.c:i toad <It m~.i:in US9 the lcllow1ng f11mi1.1llll: 'P'..' 2PI.. ~., __ I ~El Kdx 101 Whl!ra: P -Cl .noen1ra1ed lo11ri ,n pcu n(ffl L Cl•,ar si:ian in cnc:f-ias d = o,.,.,i,, ol purlin jg~ in ;,,er.es El = Vlillue as snown Ott taOll:i K • s.~'. Pleaze refer to Section 9 ot the "THUS JOIST CORPOMOON OESIGN MANUAL" fer infotmaliori on: • Technical Support Organizati.;in ;ind Functions • Product APpllcatton Assumption~; • Analysis Procedure • Stress Adjuslmant in Lumixlr Oei;ign • Concentratsd and Non·Unifcrm Loads · .. · , ~ 10-29-1996 01=12PM FROM PATRELL ENGINEERING GROUP TO 16194385251 P.03 PAnlELL __ E"NGINEiERIJVG --GROUP, INC .. Client: Engineer: R i?. 5 LL 651 E. Northridge Ave. PH: (818) 335-ll362 ~ Glendora, CA 91741 FAX (818) 963-4812 Date: --L,.l,,<~::.........:...1,.,..-.!...=---Sheet .....J -of_-1....;-,, (HEC¥--4 x. 4 5Tr<.orJG6ACK~ FoR MECH. Eau1P LoA05; 2· P~ ~2.(3lo51b )= 10316 '214'\b "f..12/ IOOOpsi -3.2q,n~ \£>3: lb ( 2.' ~u,·)( 14 ') ]&· ( \4') ·c 12) ~ = 3 . \ 3 t'n 4 2.. '1 (I.Cb){ ,o 6 \( • 4 11J( ~.() UsE. (2) L\ )( 4 5Tt<ON6 6Ac~S • ',r To 0~\.0GE B~TwEe:."1 TJI q(.p PuR.L\~t ., . , ,,. ~ 10-29-1996 01: 13PM FROM PATRELL ENGINEERING GROUP TO _ _....,-. I 1 I I I 1 .:• .. ' ' ··i .. . .. . I I I .. . ·-- • r . .. . , - ~I 16194385251 P.04 . .... . t .