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HomeMy WebLinkAbout17413-3 WOODCREST DR_ 296-89 (18) 17413-3 WOODCREST PC# 296-89 18/32 1 1 1JA1-t ;.. y •d �• 4. .e gga. •/i a ! .�g ap ] Y KY1 Ij r < �1� • W r 1I . y om, le AtN �s Imill 3�� C1. r � �I n aeixar s.• !<■ A L'c' •r/1 c ` 1`r��1°11 -It . i � � �� I I O B�. ar � N ` ��H !. ./� .� 6_°'U•. .•,�171:.. I _ •11- .1-.1 .I', d'� 1.-,11 - v 1" ~ 8 y / ,tl 1 - J X �� xj •>>'js/r��' r "1..�•>�n�F . - I I. y 1 I T � �'J 1 h ry t a5 CL r'� � ,�•� � b' 1 J 1 r !, , ` . .- ►y I. . 1 y i, M �y< a �1 r V O O Q b J <<,. � _•-.�• � d� 4 � 1� (- < ` :.�C .� /� � •R .xr3 -t �� ,Q.. • �3 X x <y to __ sr� , � Sao n ' ' .9 , r + ,L _ •.Ov.1 1-.t y�• 1� 1 � F' �0 •Z, „1 J �� 3� t � cfl• 37, 1 h n /� !�X�`>k` '• �� �'r Yl _ 1� a ` tQ ` �'�a�p ► y� . s ,�t ry r�� �e v3 Sy a d i X��-u. �\,: .��.y•�,Y.. � v .3• a �+Z1 i, a - ..ki 1 ^;/, ~r'1•' .v,�n a 41 .�S R i y - + +- Q A 1-L � 4 �,., -y g.c 1•x o �.( ••'�',_ � — 1 � 7 •, J O Z cq,°- .� Y ' .Z G �, °. d � �1/ � T/.•7r/ � •� ,1 IWa.- �• S ��Ilr • a v O -- V '6• L•e - - 1�n sntiiv r•�17•,�), '' o. d 1 y G I� •� 'tom I O J 4 Ila ' y 1 + d..t a� 1 � - H >�+j i 1 .i � I.o � ,,;T 1 s W � t �• � t 1 �•.`h .��� lL¢ � 6 ~ ..t it. '• i, I� v - - 1 j^ •.,i 1. !r. w•�, ` •.i 8 •r. •f. i I•O t - 11• 'JI +t- 1' 1 , 1. .�,t:'. 1. .t �,,/It 1 1 1 • luuri�o 1 t-.IC , •g r� N. :; ` 1 P - t' w.'a S/ • ' JI Vltlr-t. b �—ru�/1 h,Litt �'t VI♦t ./ J o 1° '• l' 1• , I � +I I 1 J.N.: 290-2270 SHEET: Z SHEET: 3 DATE: 3-E. `le) DATE: 3-(,_y�FORGES/MANSH.ADI FNGINEERING JN: la FORGES/MANSHADI ENGINEERING LOAD CbNDITION C1.) © © [� © Ol�inc,r ►sr, �,VEri M•I�i=t� Roofs Wd.Shake/Compo Rock Tile Zloort w/o w/cona. 6,TPCPCyWsr Sl = 2 4:12 S 3:12 2 4t12 Live Load 40.0 40.0 40 p one, r Livu Load 16.0 20.0 16.0 D.L. or F/F 5.0 15.0 10•0 Roof = (34)(21/7 12 077 Roofing Ntl. 4.0 -: 10.0 Sbeatbing 1.5 1.5 Wall = (-)( = S�'�SX13 -17-1 in3 build-up .. 6.p Floor Joist 3.0 3.0 FORBES/MANSHADI ENGINEERING Sheathing -1.5 1.5 ;:S Drywall ywall.b. 212.5 17 Floor= (-)(_,__ __, V.(��o if 1� 5 � )( 2-�).3g4s- Coif nectars 1.5 --- 1. DL........ = xl _� Crilindywall Joist 1.5 --- 1.5 Total Load 52.0 62.0 s7 --U- A=1.5 V/8�pa�F STRUCTURAL DESIGN AND CONSULTING Drywall 2.S 2.S 2.S ------- W , 1-7o Mina. 1 0 1 0 1 0 LO D CON ON f 77 Odad Load T `0' T4 0 +or •v s ens: � ❑� in4 R= 5� Total Load 28.0 34.0 34.0 ❑ LL/1.25 • DL 21.0 30.0 31.0 ❑ ®Use 6)01 WCDF a I ❑ A t.T CR/T4RiAt Uoitora Building Cod* / Los Angeles Building Cad* r HnrlC 01 or M•Ist=-n PROJECT: Structural calculations on "TUSCANY HILLS" Star Crd. fe sinv a r• �11 - • (L=5 ') Lake Elsinore, Ca. o. p . rZ�=3yp1I No.t 1500 1,800.00061 vo.1/DSS 1)50 / 1900 1.600.000/1.7 Roar = Clued Laminated Bement West Coast Douglas Flr Ic,dustrial app. grade S=�L2-) = ?f•� 1 3 Wall = (-)(�- = IISXISvopai a PLAN 3 tb•2400 prii fvr165 pal t E•1.700,000ps1 Floor- _ p (-)( v=(_plc)(_-_)a Z6 Concretes Foundation: 2B day strcagth • 2000.psi. aontiauous DL......... _ inspection not required. A=1.5 V/�=pai CLIENT: (DATE; Feb. 22, 1990 W = � Reinforcing Steels Intermediate Oradc. A40, as per ASTM .16/5. All is •s I=�_ in4, R= 2�y 6 / WQODCREST Development bars •seep: /2 shall be detormcd. Welded rice ■ash ae per �19N L AST A185. ��I i`15 SHIPPED' Structural Stools Fabrication and creation of structural steel shall fI�,I 0 be 14 aaaordance with •apealfioation for the design, tabri- I `� ® Use 12 WCDF N� cation and erection of structural steel k for buildings.• RISC. current editloa. (f Steel to conform to ASTM A-361 Pipe COluatis shall conform to ASTM A53. ?, I3M �'��'�` �1V Grade B. i (L'13 ') All welding shall be performed by cortL. = 6 tied welders, using the Elect p ric Shielded OF 5 Are Pressse at licensed shops or other. �,; RAEH F wise approved by the auL9ding Department. .�C I�t q� �i� floor = ( )(27/�) _ 12 ? Conilnuous inspection required for all J field welding. (` `'� -Z Wall (-)( = S= a 70.6 ia3 17332 IRVINE BLVD., SUITE 115, TUSTIN,CA 92680 ��1 I �sxl�sa p E.p.321.02 Floor= V=( 70 f)(I/ Z.{t l Le t714)838-3997 Mo \�,\ r cilh_. P i A 1.5 V/ psi • 1� in `cJusj W d to i ia4. R=3*YT p u � ® Use 6xlo WCDF N ' ....,_...... ��.�...r..�r ... •_•-`- .. � -,..:. �_..._.�..•_._r.m,i�n.l�.. e•=a.PP.illtri.MalGiari/, _ i ;.r v%7wwvvvv vv vvvvv vvv v 5 � •, 1 a•a •11- 1 _Z.iv 141 Fmw SHEET: � ) .vl. ��. s-.. a.a �- BATE: 3 � �o■ F�DRBES/MANSHADI ENGINEERING 1 At Of �. ,. SIN I i�� FLIP SILL ► NAIL IN(� d , O WALL c Fa of 6oNu5 , 1• 'B of■ rq 1 I—LOAD = ( I6OLB/FT)C( 7 FT/2) -I-Z] • I 1'i _ SHEAR LOAD/7 F:' =,306 LBS/FT Ip. I r• r i s Ottr. -- J -- .� -- — — -- ®USE II /✓C'�"off CLUB('i-1-2) tI4LE)J�:2233 /IGd iV / USE C11 TS 22 a J<T P1.S7 �`x�kb 41q°x8 3-2233)C3x�11��1 - Imo- I 8ql � z f - R°L c•T C LF-r '14­ .>E'11 nK , , OWALL e R n a- IS- a. - E ►i�ce� y a q.zs t3•zs=7.�, 1e-. LOAD - (29�LB/PT) ( 19 FT/2) -2?$O I SHEAR LOAD/7•SFT =3o LBS/FT16 - v + �..� 1, USE bL- I�IXS><�•1S- �I1(� y/ .'�• �:.}+ �`�: {'1;�;,,►t �.i`�, % ,�" ( 1 .I I `NIGdSpnr[�c� G/c �x- C3o9�,•2r�c8k'/g-�16(�ZS)(%3)� •+ 11-a- 1- II-al •.��, f ,/'ri. •���, ZY ,( '■��[ • 1; �,�1 1 ' I, w/MST �6 `C.' Ff, 4ST l[ �' Igo f -- -- - �-_: >n, e. ;; r �' y�`• --- ,_- _ _ J. i�l: ,: I . .I 1ST FLU .' -' ■,. .N1-: •`;. ..Y.. ` -(.j 1 ;a�'''•� �`. t 1 , OWALL C' Kr=AK e F G^e, L ' 31 • h X 0 .r4L T:: �. 0 J••��■Y,0 l ,� ,� 0� L p 1 '�• .4 INq > �' rr `�I� iN - -- 1 . ' - FR Mi 1/�LOAD ( 4oaLB/FT) ( I4 PT/2) -I- (,930)(1)t3srU = Sa/ ' 1 i .ram. NI ` 742 jX a 4` �. i > F ' l�l. .Iw SHEAR = LOAD/I3 FT s59G LBS/FT LJL ' r:■ Q 1 �'cs-+l' I h. @USE ,3X MEMU'Ex OPANF• L Z-14TS ' � `— Iv/1�21, �'Xlu�"/jn,'Sc �6 ' /c ,.) {Yu,X., r:A.. III � • '.� `, . .• .. out c 11 n �t 1 1 � 1 SHEET: PPIE SHEET: SSHEET:DATE: 3-IC- 70 DATE: FORBES/MANSHADI ENGINEERING DATE: 3? FORBES/MANSHADI ENGINEERING FORBES/MANSHADI ENGINEERING P-3 JN: 2 2 t _6 JN: ?fir.•� �•r 1" •�� ZZ• P• j JN: /a- lu y P-3 © a LEFT of t 1 v H L R.�P•rt of K IT, 6YOG967Cs IO BtAL'G Ali-. P :. p = C _ ' G 29•v� ;+, P Roof K Roe _ ( ) S•s 196 Wall S=12 67 S=12(3'1'20 ) 21 � 3 Roof ■ 13Sn psi Wail - ( 14 8) 12. I`'O` psi _ Floor- (_)( = 1� Wall - ((I�L ?t5i- in VKirta••-s�) ■;213�9 V=( 31olf)( z-L):IS 86 Flocr■ (� -) 1/2 DL......... _ 60 lf Floor= (_)( 5•s)z 1zxia•s)■ SoSo VS=1`I2?�Ys��6plp2fs2i rI L49G•"I i4n 43 8-'1 WSA-1.5 A-1.5 V/lLpai =& Oin DL......... ' A-1.5 V/8Tpsi -z in- I= aU in4 R- j824 d W 760 I= G Z 11• W S5U3 in l R-7280# W ■� 1- 04 in4 R=5439 d 6 " 1 R�=7sa•lo" w�= 993 l�� R 4T.s 6•57)0 ®Use WCDF �' ' ®Use A2X�0 WCDF #7 ®Use 12-WCDF If I = L'oP1u KM O PM a LEFT of K%T (L ) t� (L= 17 )' II HoKC' LEF1• OF GAIN. p (L=4 ') — 12SCI-N. P Roof ■ (� p (�)(2yZ1 3s7 12 61� Roof ■ (3 )(14/Zt1t2/2) ■ 3o6 8 Wall - S=—•L`�.� _ 3�'O sn3 12( 16798 ) 1�9 3 ia3 Roof aWall = ( )( /zt1 =�� g=12 s638 Floor- (_)( _ _ 1 2r�15oopai le Wall ' (I�)(8) IIZ Sa 1�1 = ( c�)(_ ) /S-ao pa 1n3 V-Q Oplf)(�ZL)= h8o Floor- (�)( 1.33/7) '�_ V=( 46SDlf)(1�2-1)■.3�88 P Floor- (_)( _ DL........w ■ ��p 13 5 /_pai =23•`1 in DL......... '�'�_ A-1.5 V/�EDai ■ (I•Sin f DL......... ' 8 A=1.5 V/2,pa1 =5821n I■ 12•S in4. R= ta# W ■ 6S 4 W = p 28 Iri•4 I. 6� in R. 3`1S3N >'i1b 1 Sq� .�_ S/I=.1._. in4. RL 3116 / ® Use X(O WCDF #'L ® �_ WCDF N I errs 2618 1616 Use � (2 ® Use �G c L WCDF NI Mc r-c ( LT. ? •s n,-L C61) p k (D (L= BMe LEFT of DEN u r.i-(L= r BM GAft. F TA LL•=141sF K II ) p ' 7 ') p ■ 6 125o/7G.f Wv.39.4 (L■19.51) 3 j2z '*"0 _ Roof ■ (_)( - I;SU/ 30+ Pt3,4�(8/2)](/X14)=/683� L-1163 12 bz in - 3 Root = (32)(i9/z-F2)Ny s) ■ �156 21`-/'474•G 3 ■ .Se•O 3 ROOP (�)( S=12 3- 27 in 12 SS27 3 Wall ■ (�)( ■ - s 13Sa P Wall ■ (L)(PV'Y/7) 56 Isoo Pa Wall ■ (I a (IS 14•s S S' psi ' �91 is Floos■ (�)(S)z S•s,rt ■ �I9 y: 3o I 7 -1-)(�,�� _� 13S�+ Doc (,�plf)(yz-•83)■�008 Floor- (Sz)(11/2tl) ■ 49d V.(5a'�lf)(�2 Floor' (4 2 18) (zxi/ ► SSo DL........w ; A=1.5 VJsfpsi =3s4 DL......... '� A='. V/2C•psi = ��•" in2;9 �P DL......... ■ 20 A=1.5 V/Icsosi =811-i-n'7 I' 61 in4. R=2 6 W ■ 560 4 'y= 4--.-.— W ■ 1165 �— 2 �# I■ in . R= 1%- / 1/S 3 %k b04 R`=tits" 13q4 utiT'� u'�.lizo ��1T/ in4. RL122 N ® Use WCDF I ~ ,N=s1'►w �,•�s9s kw:'SS7�j ® Use 'I xB WCDF N 919 7781�yS5'/ 9•i16� s=2�9,i ® Use6�yXl6S WA i G In q9�1 11 a w S TV A(6 wA� •tM.a.�c �i I r rAAlEm SHEET: g rAWjVjrZ' SHEET: )� AN � SHEET: I'� FORGES/MANSHADI ENGINEERING �- DATE:3-�- DATE: 3-G-` 0 FORBES/MANSHADI ENGINEERING DATE: 3-6-90 p, JN: 29o- ?.z7o FORGES/MANSHADI ENGINEERING JN:JN: P-f bv � 2)(Z sq 14 WALLc/i.T of KIT GoVF-1 4LN�S. L =10S' WALL aF of KIT, L =il'i` ' 201 0 a 0 RvFGAR • ..... O SFiS, LOAD 17GLB/FT) (22FT/2)©_ Clza �I 1 y 'LOAD = ( uo LB/FT) ( Iq FT/2) *C43u)L2-L/2_� _7S 3o SHEAR LOAD/Io-SFT =�I O LBS/FT ■ II .1°I DF.TATL SHEAR = LOAD/20 FT = 377 LBS/FT USE Wall.Material 2 ®USE ©I�v/)riv�ly">t�'s �2q"�/u w/K07- e.EAP-%T nL= 1ok9Xl°-5-= 7�1�� Kx= NOR. �3zS4� Ik%g-99s r )i 3)� 1 s a T�I 13 �1 11A-5r J'"Sr lo 12 . �S=.�8 �; Edge Uailing C SteelStrap 9 WALL oLI:FTF-L.EK 1 Simpson ST-622/1. �A/Post O overply. sheathing. L = 7.St•8=1Ss OWALL a REAR E L E V. �j•l t 3.s=� LOAD = (30o L9/FT) (13 FT/2) a 1�S0 ;�) Dte1t �o 6 X 4 Posts - Full bearing for iDR. rv-, LOAD = (43&LB/FT) (17 FT/2) t(2o)(7_)(6) 38yS SHEAR = LOAD/15-SFT =12( LBS/FT Vi SHEAR = LOAD/7 FT =55 GLBS/FT USE 2 X 4 Studs 1 16■ O.C. D �"!/ Ar3's ®USE`/ D1: E12( j6•)t'Ig m]-s,Tz i,z)�4e XIp■ AB�S per pinal /I,AW�('))A5 PANE Z. -116 a6� � �: W/III ZG•EA VasT L Rx_T381�Z�8K%-116�j( sk�•)J1/3 SiepsongDT- on 1 X A Post ' K ,1 Z lr, "1' nAsT Pasr �' x ■2.b22.6Z - OWALL coW:FT 'FcAK. L Load lb,(35_pef)(f°/z (M�)C9/2) ■ 3�'3'U WALL �Shear ■ Load/ x ■35Sv O - IzT ) lE✓. L =6 Stq'S= (1' LOAD = (�7d LS/FT) (22FT/2) s4 3255 ��,lbe/s'24 ft . (, lbe/tt O.T.M.■ L x M .3SS%- X� ■ 118�p-lbs LOAD - ( o LB FT -t Section Ragld ■ O.T.M. x 12/1.33 x 1500 ■ .006 x-C.T,M. �� / ) (23 FT/2) •IB6118122)tll(8/zll2 ' p� SHEAR = a.JAD/7 FT =0.15r LBS/FT IJ(`72).�783� S ■ .00G (��) ■ ��12). -UPLIFT ■ O.T.h./x • SI`i SHEAR LrrO�A,D/ I FT =S LBS/FT USE DL=CBQ2.-t2)+ 1'IUi)37_ jsy STEEL REG'D (/'USE DL:[s('�i)+ 171'z)+141,11)]•)•r ��- w/CA "0X1o. "�`L�rr✓✓✓/ 13 I " A ��+ Ads Rx.�32sSx9_�3. i�3'i)J� `3�G o W/,�uxbX11,S .16'�c =Z29) :f 0-� ® u� {2)%' x 10 a AO�S per panel EA p��`,T 'j Y/ Simpson ST-GZi4 E/S of panel on posts w�Hpzc F-a V&Sr Ilk=IS2(il-8 xq-S_?y1li`1Z)�1 ► „ As_ •93 ►�,(2) r w T a ¢' pnsT Pe.-` � � w/c2)VasOt e'))p w/c�)�n 4Ttr 641P45T 3gto • TA" t' pA-sr pe,•o*i ro` j- Rs: r "k. n } ' _ �Z,'�, ', {•�—� . , ,i ,II III �t - - � SHEET: F M FORBES MANSHADI ENGINEERING SHEET. 8 nnao It YI,. A q Y DATE: 3-G. DATE. , .+ „�, �•• r : P •3-6-yp FORGES/MANSHADI ENGINEERING 1�JN: 2 lo- Z� J N. ? o 7 o I c-AI - 1 t_ ZIf o -7, p 9 0 ZZ lG j 9 I Vj I t-` .�. Y; ..v .rq-e• .q,17 0", LATERAL ANALYSIS i FRAMING NOTES: (906 Uniform Building Code - - - : a. All exterior walls to be secured with 1/2" dia. x 10" A.B.Is at 7211 o.c.. unless otherwise noted I•' I + r y;..r. 19a Uniform Building Cods b. An alternate to A.B.Is use Phillips Red Heads ws1254 I �• r- .� ��� eo, Exposure C. All interior walls with shot pins (Ramset k3348 or equivalent) �.. _•�,. JIVE: P .�1 Z ■pig Basle Wind Speed at 36" o.c. at bearing walls and 4811 o.c. at non-bearing walls o I 1 I C 1.2 Cq r_3; as I LSO unless otherwise noted. O e � psr; i! ■ -,-> • s P CeCgpsl l�I(f )(_/j psf)(L) .�c�7 psr U5E 1���F ; 1�-- lx diagonal`aheathing. Each board nailed at every stud IMN� Semis ® ' with 2-8d for 1x6 & 3-8d for 1x6. Diaphragm boundaries us I. I '.�z� I a• Lz 3 & 4-8d nails respectively. (sec. 2514 b.l)-------------300.#11 04 .! Wind: ?-o pit (23•s-� S) . Sao Plf hzWind: 21 p ( I- G .3_e - 7 s/ 2 ) plr 2�- 1/2" drywall with Sd cooler nails @ 711 o.c. edges Roof I IB PsI)(SG) •loc,j 7 Table& fi ld pool )( ) e -I UBC :•'` "' J ? ( sf Z ( 4 )----------------------------------100.k/1 SU 6 ti ( • �. ' p •. i ,, 18P 7 •��G , �I Will 114 P s r)(8-4)(2 ) ?S� n - a i; Wall (1t) psr)(I�)(Z) • ��Pi �-- 5/8 drywall with 6d cooler nails 6 7" o.c. edges r Wall 9 Z & field Table 7-I UBC(40 Psr)(8+L)(2 ) •2s� Wall ( sr ( 4 )----------------------------------1oo.k/1 �o _ '001 Floor (12psf)(5j)(( ) ( psr)( )( ) Q-- 1/2" drywall with 5d cooler nails @ 411 o.c. edges floor • • ( psf)( )( ) & field (Table 47-I UBC ( Psr)( ('I86 ?5210 Q5 -- 5/8" drywall with 6d cooler nails @ 4 o.c. edges _ x- �-s - w A lr ♦ • t P ('189 654 plf & field (Table 47-I UBC)---------------------------------- ~ r W 170 125.k/1 �_ pit (26^�•S s. qjo Ws •�22 pig • 1/2" blocked drywall with 5d cooler nails @ 411 ' Wind: i plr Mind: 20 pit (Ig- g ) .a4o edges & field (table 47-I UBC)--------------------•------_ - - ( , W Roof (18 Psrl( go) • 7ao _ Ptr 15o.k/1 75 I _ - ' G Walt y Roo ( psl)( ) �_- 5/8" blocked drywall with 6d cooler nails @ 4" (14 psr)(yrZ)(2) .3g'a Walt ( psr) )( ) o.c. edges & field Table 7-I UBC 175.k/l &n µ Wall 8 ( lops f)(8-t! ) Wall ■ ps 7/8" stucco over paper backed lath w/16 gauge • ' •` staples at 611 o.c. at top & bottom plates. Floor (17 Psf)121)( I I • 4�3 �I Fla ( psr)(• )( ) edge of shear wall and on field ".'- •' I. I i _ Z r °K • ( Psr)l Ccle6•I ( P:r)l )( ) �_ •K �,.^ clan RoTcrt No. 13.18-r-1:'ebrl .N/1 � a 3 495 Pl f WIAID 6-ovc Ki✓; FS INsffc.• i 1----------------------180 a:• .� �----- .-.I y p t r J/9� Ws •3f•�plf Ws • pif `-\-• staples7/811 uato311 orc?aet toper e&ed lath w/16 bottom plates. _ y a lONE1TUDINAI TRANSVERSE edge of shear wall and 6 o.c. on field (ICIIO Report No. 1823, Lullrl w,i�rs R, rs wn, r r,rlre lave) w,r/rEVIN c Wu. a r.r rc ?3 +-------------------------------— ---325.k/1 No 1 O **(Use CUR or,Std..,W. Ext. Glue In-lieu of Str. II) • • ' LL -- 3/8" Structural II Plywood with 8d nails at 611 .e r ;° o,c. at edges & 12" o.c. field (Table 25K UBC)------------264.k/1 —VY k Sun ._ 1 _- 3 8" Structural II Plywood with 8d nails at 4" o.c. ® i I Z . Sum at edges & 12" 'o.c. field (Table 25K UBC)-----------------384.k/l 3 " W Tz I'T)trt; 1o(Z4.5-�•S)= {oo P�F Z"aFiK_ 1 -- 3/8" Structural II Plywood with 8d nails at o.c. I U04 S-4)=210 PLF at edges & 1211 o.c. field (Table 25Y, U13C)-----------------492.k/1 (A- --- ---- a - - _ ra I'rFt�. = Zo(z t- �•;) =;sn p�F 2^d -All -- 3/8" Structural II Plywood with 8d nails at 2" o.c. at F Ut • zo(I-2 - d•)'l4o lug. jr edges & 1211 o.c. field (Table 25K UBC)- --------636.k/1 _ 11 Structural Plywood with d nails at 00ce " •v'c• vle t ' edges & 14 o.c. field (Table 25K UPC)................ ...r•�`/o.�// nt�o It-�a C• i '1,