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HomeMy WebLinkAbout17413-3 WOODCREST DR_ 296-89 (19) 17413-3 WOODCREST PC# 296-89 19/32 �Y •y'� V J l i . " L= M1 r •••t'1���'Ir,� • ••i it Ill to ' YY � �-EI � •B pry •��� La� '' i ,KOO- C3 `�i ii nir,iriiii�lila�ri :17 '. � � 0 ,�..,,�,..� � .!�.•�.�.,,:.�.����:��,T+'1�' :��r►�� ,u C -p -[p G;� ��.. ^.-o�; �i•••i'*►:;.'►�♦ i��W#, - re-gi, ni► !�0. .�♦ k;+ y � u i l • , y� ! • i ::. . 'm GOL.C •�f•�•�i� ��i�♦ �d ♦ jib►♦ %��i 77- r i.- •. OlY ['lr. r •! �A. ',4:. �• j ♦ ♦.+�►♦♦ ♦ems •♦°.* �CI�����. •I JYa� 1 � F� f � ♦ ��I A'.�- r.c � !�`•� ' -- - - - i:a, � A'1 ION, - •. . �♦'��. F��p°�i`♦`�•an.♦��il I; 'roil NOR, 7t♦o,�. • •.♦.%ii:�i i+� .•i�'�iii Ct 11 k�. ♦ I ,v-ter..!_ �/��'.i.• +� � � .r'�IJ■ � '� Ir•! I ` LE , ` , �� �F.3 '�M -sa'�yl�l h� jR�t�� yvsr`�. • '� y♦�•♦Ttv �J+r.1� i� �r� All ► - c� ' � c€► � ��fl a. i l ;V J Y " NIF SHEET:2- SHEET: J.N.• 290-2270 FORGES/MANSHADI ENGINEERING DATE: 2-2e-qo DATE: 3- %" FORBES/MANSHADI ENGINEERING P-1 JN:JN: 190_ c ° Z9o-2-L7o P-?J LOAD CONDITION a ^ RECcIVEu - © m Roof: Wd.Shako/Cospo Rock Tile F M © O I~'�u ` w/o :n w/�. FOUNDATION ANALYSIS Dept. ct Bldg & Safety Live Load ?6.0 S7t12 24s12 Live Load 40.0 <o.o 5MC GEo1Fcl{. 20�0 /6.0 D.L. of F/F Assumed Soil Bearing Pressure = /500 paf AZIVIIRooting Ntl. R:0 l0_0 Sheathing ;�0 11.5 0.0 Sheathing 6.0 Floor Joist 3.p .0 Nr.V, g •1.S 1.S 1.S Drywall y S to be verified by Soils Report z, 1188 S hoof RMrtors 1.S 3.0 1•S Total D.L. �?•S Cellind Joist 1.S 1.S Miicrll 2.5 2.5 2.S Total Load $2.0 $].0 1) Continuous Footing Design. FORE3ES/ MANSHADI ENGINEERING Dead Load 113'.`80" �`6 +�. L CONDj. o Total Load •v a ones .5� CKarE Roofs 'q (t7/2-1 2 ) -52-7 STRUCTURAL DESIGN AND CONSULTING 2e.o 34.0 31.0 Q /i�/10 LL/1.25 ♦ DL 25.0 30.0 31.0 O'`/s1/1• SNT 13A,01A ,vn Walls ICI (I� ) *'s3d ' Floor: I1 _ p 7 ( �2 ) 48S CNT=� Uairora Building Cods / Los Angeles Building Code (ZSQ !61Mo.j/oS3 Crd b at r arayt a, = bS S�v"req. _. i ijso / 190o es 10e00;000 1.600.000/1.7 Use J2-_" wide X 12" deep continuous footing 1 story PROJECT: structural calculations on "TUSCANY HILLS" Clued Laeinatod Boaso: West Coast Douglas Fir Industrial a Lake Elsinore, Ca. k tb82400 pelf tv-16Spais 961,700,000pai pp. grads J?" wide X 1B " deep continuous footing 2 story PPsax ` j Concretes Foundations 28 day Strength • 2000.psi, continuous PLAN- Z tE inS eatioa not ragwired. w/�I) # 4 T�b T 0IL,-arT Post t Reinrorein Steely Intermediate Grade. A10 as Per ASTN A615. 411 2) Point Loaded Footing. lab ASTM A1copt r2 shall bo detorsed. Welded wire ssah as pas Paax SB S W - /- �- -- 6" CLIENT: DATE: Feb. 22, 1990 ' E Structural stools Fabrication and erection of atruetural steel shall D WOODCREST Development k be tn'aaeordance with ■Speeifieation !or Lbo design. tabri• 7 eatioa and erootion at atruetural steel Paax1= Iytx�71Z Poax2■ �'6 a ° 1 3Lealcolue todaonroreAtoCASTNrreat dLtie . / L5 SHIPPED g " 3) Pads & Steel heeded. S 0radeaB.eha11 soarers to ASTN AS3.p A) PAD FOR BM-4 ,j3. e ENT• A=z1,6s' I All welding shall be performed by sortL/. tied• USE z"-u"',v y Ip 1.1•4V 4&nrc PAO � Are Proeesesat lIconaWL ed ahopa the ror other.ic Shielded / p') DPcn u�< Y+aM-�c i R3fi+G•7 �� gyEl !�= S.6 I., 2.3 uous Id by the Building Dapartsaat. �ni► o. Continuous inapaetioe required tom all 1 � yield welding. �;'� 4�, A�` 1j5F -.0- (,"tee- THr w�(71 >c�� �rn.c pAn BMDIMEtR1 +r�� N `iiI C) PA u Foa J'.��_ 1'L A c C �Oj J•S v Exp&Jt•92 w = 9941 17332 IRVINE BLVD., SUITE 115, TUSTIN,CA 92680 )<12�•fHI& w/C-11w4 f'A'1 "I�Of rnu 1 U) Pp o FOP- Bm-12-L + �c� p: 175f?i A} Il.7Z L S•42 (714)838-3997 USE "+� G"Sq K 12"7H K HI(:)W4 f 1w (rNC /,'A►) Y I. ., ..}'. ..... ... n a.. .1. a . .... .n t i . .. � ,.. nn...•...a....../.K.J..•.w..,..».i I,:.,..,•..r.w...aM"rµ,. 38 3�y� tyt .d TUB 7213 MaK I N s.B,Y ASSOCIATES P. 02 g ■ 1�15 i � �,{ 13 A J `C 211e tla` [gig �wr.O iG � � •Ci ` ... ..V„ •� I✓ w .. �r �.. �„ E., . .. A ' l0A0 11 •tti'� -:Awe* 12)M+'� t 3-I �i '. , J / 4- 19`�6 -OOOC7C]C] C][]D ® O [] 0960®® O ® ®®AC�6 ®a� A '�D e• - i 1 _ ,all " _ - - ` Mtl 111►a Z pC O ( 7{�1•� _ ` �� „ �Q01'�IuNf1 .ww —�..—wwrww------------ ---- r ( A . • 1,i�•coll�:fib,. IeP i,; , �. -•;• � �''oR7�P � I , EC— ,u: - 1 r+ Ell -Awt�gllr�vi:y'�T1+r... o r 1 S ti s� � a � 1 �• I ,�♦���,,gip n1�.;• ::.` �i � Ir-u• I � i L• QI �_ • x Q � � .sue, I ... �,w:,,. •:i' ' :. •.,. :�'''� � I i• � T N • 1 ~ t -r .: ��'I �'' , �` r` '� r I. L ti •1 ; Q) �,,. n 1 1 .. de •��E'd'�' `?` '• iy � ''t I ,_.5•• - " s , �• ;ti.y�, j ', '.:+Ir4:� � 1 � t+ }I IN e{ �i r• �r v 1 1/ Wr I Ilk -5oll r st JA fn •I •y . F:••j ; :J,.,+:. - •.''r .Z 8 ,_ 11 r1`i,'' •i.: �'• 't •` I: rw.. �w ..ram w� 1 L .,,••�: J •�:`.. • rr 't• is •�:�, �.•' . !r 1�b, '� r • " '.. IU N r/fw IaflFl f O I dw 16 r t ..•, ^TF Np i.. I hr Sl C , ' u i�• Kt AN 1 'fed L ' �'L' 1 .VI i r , , S •.. W�Ni E I ftivC Y, .A i I SHEET: 3 SHEET: = SHEET: 5 � � r DATE: 2-28-10 / DATE: 2 2-a-lo DATE: 2--28-` e- FORBES/MANSHADI ENGINEERING FORBES/MAMHADI ENGINEERING JN: 2 FORBES/MANSHADI ENGINEERING P-2 JN: o-Zz�o �,-Z 90-2276 JN:2-9o-2770 OPULI" 131A o✓B►2 1-lV• TA = 3" 7�" LL-14 PSF TL=32 PSF O ItDn-a p F-&F--F PAM. Co- GYI°GRO"� O Oka-LE FT of 6Ar- (L= )s') (L= 8 ') = 6 5 - S9•I (L' 12-1) p ■ b �� 125a/3S.$ Roof = (32)( 4� 2 = 6 o DEcKbmc = (Z)(5.5 2 = 180 S=12 SB o 3 Roof = (34)(21/2 YIZ . 2G8 12(76. 0 ) 3 5=12(IB�Z2 )- I3j.0 id e = 112 IS-o� �G• I in Wall = (L)( 8) Bo �2rx(S&* Psi a 49,0 in Ias?clilapsi — Wall ( ) • 6 Iy�z_ 16 Floor- (5?)(I6•y%?)_ - C2 V=(73opif)( z-- Imo)■ , o Floor- (Z)( -33 '� Floor (�)( V■(_elf)(_ I�)■9 � � A 1.5 V/ si 34 in DL.......•• - 5 DL..... S �� DL......... _ `1 = �P ■ G �� A-1. V 9S s •••• -.__J_� A=1.5 V/as p'si =SB•Sin _ Aj- 3L S W = 2 ��d W 6sT I= 62z_ iII4 R= 13 r.' W = 3o I=� in 4 R=mod S I= 18► in R= 2SSa WG=77o Ivc III R(.=3090 6 ( ®Use Iz WCDF A ®Use 4X(2- WCDF Use cWCDF I/ OR/a 2 1- ! wco -4/ 2 l� l RID[oE 5M oVEP` M•6Et7 • y2e0 L L_ 1¢ •rL c3Z- PL F O R►"`� /ZFA•/L of D>�G I� Q B (L=17•S') (L= ') (L-13 ') _ P ■ iy P = � Isz''°/34•a P Roof = (3z_)(29/2) 464 Roof - ( )( ■ - 12 S 3 Roof ( )(16i+z /�3 ■ 21S 12($5_ 7) 3 $= 2 1818 s 31A3 � .,.�� - $a s •38.7 III S= Wall ( )( = 14S/d3Sn Psi 2 Wall - (�)( = 13J"o psi Wall - ( )(>!) = 112 I,t!t 15-C) psi 13 Floor- (_)( = V=(47S1r)(17S-I•I )■3Gol �s� (72. )( 8)2 (z •s 415 V■( 30 lf)(�/2_•B3)■IS7P Floor= (5�)( L33) = 7(i V■( 05 lf)(�-L)=2228 DL......... ■�_ A=1 85p �81n� Dec le DL......... _�,_ ■ .2 ■2 —'� DL........w = o A=1. V/fEy7f 28,Li-nf- A 1.5 V/ ai 7 !?in i s 5 W 7� I. 71+ in4, R- IS6 N W = 3D I= v in4, R=,3�P I= 2-22 ink. R= 331 �— ® Use 6k(o WCDF N I ( ® Use IZ WCDF N;� ® use 6X14 WCDF N/ FI �2- I LT. (2tz 12 qV 2 /4L � O 3 �1ti [bl=tow 122 P-E P1- of FA v- (3M 19EL�'N Yvp.LL�' RT bl- CjEn , O (L ) (D (L- tj ') 70 f St. 36,0 (L- 13 ') o ? 2 - p : R2� glsG,-id P = 2�$� Izso p ■34(I /z�/3)( ) — Zzd-7 IZsv/4 7,9 ■ lz(39� ) 2 . 3 Roof ■ (a)(Z 2 2) _ 413 _12(7618 3 Roof ■ (_)( ■ 5=12 2 ■ 3 7• in Roof (�)(�� S■ ■ III Wall - ( 8) _ 1I2 S a s Z ■ 4 S, lA Wall ■ (v)( Q;x 150- (o p., Wall (�)(��. ■�� 1 S „)( 1,1tx15 P Floor- (_).( V=(�plf)( - )-fie g Floor- (��(29/2 -�,�� V=( do :f)( z -L)■IS2o P Floor- (57)( 1•153//2) 38� V:(_Plf)(=L)=A8 DL......... A=1.5 V/ S ei = 26, in P DL......... = 6 A-1.5 V/yS_pai = �1•n lA7 DL......... _�� A=1.5 V/ 4ss=,� in q •2&•9 1��—Jy W Z 4 W -•`5>7 4 W -'�� I= c- in4. R■2o7&N o° w6: 633 o I■ ✓ 1n R`2280 p z,cy 3 s bN I*_/` in . RL 369 l 1 R g358 Ra=306 ® Use 4xlo WCDF N)_ Use 4-c12 WCDF N I slfb Use Z WCDF NZ __._Rt - LfilE SHEET: 15 .• DATE: 2-z o AVIE...... SHEET: ( . SHEET: 14 FORGES/MANSHADI ENGINEERING P'Z JN.2go_ZZ7o FORGES/MAN8HAD1 ENGINEERING DATE: z 29 qG DATE:z-Z�-qo P_Z JN: 2qo-2Z7O FORGES/MANSHADI ENGINEERING p-y JN: 2-1jG-7-2 70 G = 'WALL G9 ICE A 1t o F &A 1;L, L Sr--Is.c:p-T bF GR m-•I G6�($Cyo)+14C 1%2�(2�] w -LOAu - ( 43oLB/FT) ( I FT/2) -L399o_ 607s-7 OWALLe ITT )a.EV• z'13hLF- L O Slell • F2 OF &A(L- SHEAR = LOAD/I(OFT -50SLBS/FT 3-LOAD - (SOOLB/FT) (U FT/2) L Tit ®USEQ SHEAR = LOAD/ I,+OT =4TC)LBS/FT ■ I zi tsrial /�, ! Ia'AA'sc�`"o/G V/IUSE& Yell•Ra A�I �```CC���JJ )Z w/Yy"�'xlo"AA"sue Ily"'/c.. 27� FJen^(o@ fsAni6L-��IniS a o w 4 4- RDR. d Edgo ilailing '71 w I . Stoat Strap OWALL Be-T FAIA kj)F'N L Slapson ST-(22.} .'.A/Poet over ply. sheathing. -LOAD = ( 13oLB/FT) (3SFT/2) =7SZS�r ( WALL eIEFT of Klr ,, L = (•,S(,� ) 1z SHEAR = LOAD/ 11 FT =31(o LBS/FT ' LOAD = (SCVLB/FT) (7-7 FT/2) sb -F 1 Iq2) pl_CISC y)•tla(I"t),Lss < X¢ Posts - Full bearing for MDR. ®USE A SHEAR LOAD/66"FT ='73' LBS/FT f x=[�175�.x9r3�gC3ri��� mfl." q's E2�'/c USE �`� (5)=323� ♦ x12• AB�S per panel 2 X 4 Studs a 16. O.C. j W/�Z vx/c°Ad•t� �Zy"%. As-- .4 (2-)j• I I A�'—ax4 slc� (P u5r=1foz,F_A pesT a rb4'pA�ST d'i ST ffp_7 Simpson }1a(0 an i X i Pc j r. wau. Yv/ND D6c/L = 2�(3)=60 per. x • WALL� )( B `- J ���� �L�V• Ro1AI f L =3t3ts-=11' Loat,■ (=8opsf)(21 2• ) • 3110�lbe �v-LOAD = (43oLB/FT) (I(, FT/2) -�- 400) =3$bG WALL O LFFT EIEU L = 9t9=1>;' Shear ■ Load/ x.3T`o be/ 3•5 IL ■ oS� lba/ft�2=SZ� O.T.M.■ L-x R • o[%z _I . o !t•lba SHEAR LOAD/ II FT 3S1 LBS/FT p"°F WALL LOAD = ( ZIOLB/FT) i II FT/2) Ils1 DL.- 14(J1)j5- i Section Begld ■ O.T.M. x 12/1.3) x 1500 • .006 x'O.T.R. SHEAR = LOAD/18 FT = 6� LBS/FT S ■ .006 (��) ■ =IXI• •UPLIFT • O.T.R./x ■ eo•} USE I� � 3)Ek�'s 51pRaF� =r1'l0= © STEEL REQ10 ■ '„42—in by/l2)�ry'�e W J a IJAaF_i. �X'13six5x1l�)'17Q6(3�Ci� 1//IUBE� Ab �to 2 c.6R pus? (,%S)= IS 41 ,(}.=,z4 O U�, u/ (2)�• x Iz• �S per panel vpuFT IlbslsTen Bt Pi.nF V/ Simpson ST•dtz�}E/S of penal on poets �/��1 1TO J1n��ST y �47_16 I' PAST p,,sT P\pL sm-I:-H -2— a > I • � �PLlf/T—7oU¢—Zoo_ °4 ✓SF ti~I4G a/t,z V15T5 r 1 t i SHEET: ,6 fAWIVIrZ DATETSHEE �y.z _ c 'r��'� SHEET: ;. DATE:2-28-90 DATE: 2-28-`6 FORGES/MANSHADI ENGINEERING FORGES/MANSHADI ENGINEERING FORGES/MANSHADI ENGINEERING JN: Z o-2270 JN:?�a-22 o P'y p-7i JN: 2 0-Z2 p LATERAL ANALYSIS FRAKTNC NOTEst 1108 Uniform Building Code O (L•8 S') _ lg�Uniform Building Code aw- Ali exterlor walls to 'be secured tfith'"1/2'• dig. s'•10• 45,.is at 72• o.c.. unless otherwise noted r, P Exposure G Z mph Basic Wind Speed b. An alternate to A.D. 's use Phillips Red Reads wi1254 Roof ■ (3�1 )(j'2t2)( ) 2 c. All interior walls with shot pins (Ramset r33<8 or equivalent) �d S=12 -0 3 3`�'1 id Ce I_2; Cq l�3; as l� psl; 1 ■ 4.0 at 36• o.e. at brarin walls and LB■ a.o. at non-boaring walls Wall (,L,)( B ��' 1 =� 2 5 psi g Floors ( )( I.3i/2 : .38 y=( oo lf)(is- I_°)■ 13oo p EaGgQsl (.L)(f:,�)( Psf)(L) •2e2psf //SE 20 P5F unlass otherwise nosed. _� — &•- Ix diagonal sheathing. Each board nailed At every stud DL. ,... ... _ ::o pa<,5 V/ ai 'sin with 2-8d for lx6 i 3-84 for 1x6. Diaphragr boundaries use w I- inA R= uo r LI•-Wind: 2_ pit (22-4•s ) • 150 ptr L't■hind: 20 psf ((L•S 6 ) . 210 plf 3 <-8d nails respectively. (see. 2 1 b. �q 5 1)------.....•--300.r/1 1 1 ii� 4 Roar • (18psr)(s6) • looi$ Roof • (18 psr)(2- ) . g ©-- 1/fi field (Table with Sd cooler nails • 7• ....• edges � � 6 ri field (Table <7-I UGC)---•-•.........................•--t00.r/1 _ Halt 9 � wall Il� Psf (I/z)(Z - ISd Q5/8r drywall with 6d cooler nails • 7• see. edges Usa LL 2 12V _ hall (I� psf)(8t9)(3 ) •37S Uall -- a field Table .....................100.r/1 .� CDF r Z Z ( Psr)( )I ) ( <�-I UBC)-------•---•- r o floor (l7 psr)(56)( i ) •95v floor ( psf)( )( ) •- �-• 1/2• drywall with 5d cooler nails • 4• o.e. edges O �M L �p►t�. 70(y*%2)- s05_0 4"•fj�6G3 J te field (Table 47-I UBC)------------ _ ..125.r/1 rR9�-1� B - ( psf)( M ) ( psf)( )( ) •- Q5 - 5/8• drywall with 6d cooler nails 6 o.c.•.dg•s- -•-• 29 5'0 6 40 pit s field < )..................................12S.r/1 P = R7 t Rlo-C7o( /z)t3r( 2y�36�1 gY �1 0 (•18 �2(J$Spl r .6 (Table 7•I UBC I s�•141� u •SOO illf W l 1/2 blocked drywall with 5d cooler nails • 4 Root (_)( - 12(27906 ) 3 s s Il9 pit ab .• . Y • ace s 3 5=135- psi 26 6 in T wind: 20 edges 4 field (sable 4.7-I UBC)............................1S0.r/1 wall = (�)(8�( e)tr x%nr_Z_ �= _ p:r. lsd-A•s) • �ill wind: � pit (lb- 4 ) • � ill L7�,-- 5/8- blocked drywall with 6d coolsr nails •Floors (S�)P0/2) _ 5� V=(��lf)(_I33)•8?gZ W Roof • ( Igpsf)(90) • 72o W Roof • ( Psr1( I i o.c. edges fr field (Table A7■I UBC)•......................175 r/PI PZ DL......... ■ 20 A■1.5 V/5- = 1 .( Ind_ wall 9 - ••, • 1 (�� psf)(B•►Z)(2) 3S� j wall ( psf)( 7/8 stucco over paper backed lath r/16 ggyge _ TA z 2•/2(19)_Ilo W = (oo ►lyn.4 - A(,`71.1 Wall 0 9 - 2 ataplis at 6 o.c. at top 4 bottom plates. 9■4° t sNy. 11•S "_ W .�O I= Z-l6 in66. RL ° p ram` (1 psf)(btL)( 1 ) I S a hall ( f)( )( ) iddge of shear wall and on field (ICBO Report go. �r.t _9otj..ee•8(19•-rs■)]=38•� b T6L4i In`� Rr, ,- floor ll7 Ps()(2,)( 11 •�3 F14or l' Psr)(' )( ) CO �,e 1134 lcf1� 11941/lai .............•--------180 r/1 8 5y81C1( AA$F�4 CrLb ISTFL2 ( Psf)( )( ) • - • ( Psf)( )( ) ■ • • 5191 ® Use zr2• 23•S- -• ata loruat 3•vosepaitrtopekeboLto� platea�uge ug41 a, �/ x/S w/ 5T11 �A ^ T ( 4•S)� aBooLF C 1a6)/6gS plr wlN� CoovENs Plf edge of shear wall and b• o.c. on field (ICBO F/!- OF 67p�. 2"IN "dFLI� =2a(13•r-v=19aPLF Ws ' 3 1 4-0 f :By IAiVF- - Ws ' P1/ lirport No. 1823. ) or © LONGITUDINAL TRANSVERSE "•(Uso COX or Std. w. - - - -� ......32S.r/l ' . -• Ext.�Glue• In-lieu of Str. II)••• P 3/6 Structural II plywood with 8d nails at 6• = Ss=/06.?� Level W,I/ft W, 1t WN, 1 i,f/ft Level W,a/ft M. ft wu, a f, �- o.e. At edges s 12• D.C. field (Table 259 UBC)------------264.r/1 S O(� t - 3/6• Structural II Plywood with 8d nails at A- o.e. Root • ( )( 2tT ' /$ . 1 S812 26 0 l0l 1 In at .ages A 12• 'o.e. field (Table 2sIt UGC).................38<.r/1 Wall = ( )( 8 V6 =� ISao ps Floors (�l�( gy2� _ ?0 8 V-(�1t)(1��Z�)■�¢ Su -- Su• .. atB edges uitl2•lole.Pfieldd(Table with 8259 UDC)d nails -- 3 • ---- ----------------wz r/1 DL......... '�_ A=1.5 V/�ei = 42•S in t -- 3/80 Structural II Plywood with 8d nails at 20 D.C. at _.,._ w • 39S At► 44•7 edges o 12■ D.C. field (Table 25K UBC)--------------------636.1/1 I= ,4o+ 1n4. R= 16° r ® /*• Structural I• Plywood-with d mails at t0o.o. - ' -' w&° 41S 2�•41k A6g 3no edges i 12 o.e. field (Table 25K URC).....................g7or/ n: ® Use wCDF N l •4 •...., ...... _ .•,.. M. ..._ ....r:, • .... ..f. .�...♦ . ..... ..in . ./ i . .. - � .. . i .. +. ,.. ... ....L..w.J•.•L-,Y.,,w...w...1 ..�,L�.Irw t