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MUP 2003-385 Structural CalcsIs F QUILICI ECIC 1NEERS, INC. 30 Union Avenue, Suite 200 Campbell, California 95008 CIVIL -STRUCTURAL a SURVEYS • FORENSIC ENGINEERING • PLANNING • INVESTIGATION T (408) 583-0323 - F (408) 583-0329 • gengineers@aol.com e�) I� �Ol STRUCTURAL CALCULATIONS �0 4V Client: Drawings: Soils Report: Reference: Job Number: Date: Revision: 030407 Cov Ponderosa Mosaic 041603 FOR MODEL BUILDING SITE STRUCTURES MOSAIC AT ESPLINADE LOT 50, PLAN 3 + ENTRY WALL, COLUMNS AND WOOD OVERHEAD LOT 340, PLAN 2 • LOW ENTRY COLUMNS ■ WOOD EYEBROW TRELLIS WITH LOW WALLS LA QUINTA, CALIFORNIA Ponderosa Homes Pleasanton, California Summers/Murphy & Partners, Inc. Dana Point, California Southland Geotechnical Report No. P99065 2001 California Building Code 030407 April 16, 2003 APR 16 2003 J1Lici EriGIPI ims, Inc. I 30 Union Avenue, Suite 200 • Campbell, California 9.Mjs Phone; (408) 583 {}323 • FAX:1408) M-032.9 geelginreT.9(4�aol.4.om JOGS iL- to HFEI' NU. ..1 _.�g- OF w� L;,ILCULE A -'D E3y ` LA 1 u 4) IeQ-3 O. CCKEh [iy DATC tn 6-0.., O M w w/ —7 I'- 7z=�1bfi SchoIto: lwo t6 A Z + Ovj' `fit' V- , 56 CA- :C W 7 ' roc' ��'� a u�j(�►cam*. + {;+ TV z s, p" ,$IQ VxT oca c, UO 40oal UQ pg1 l in lb M ef--s - (Il bac 6) (p44) I Loo cls fit' > 40ti !b ENGINEERS, INC. 30 Unim Avenue, suilc I,,�p . Guxpbeii, Califr)rnia 95008 1'hr�nrs (#08) 5K3-03 23 - PA X: (WJ 583•ii329 q k.ngin P.ari fwaa(, c o m JOR O ,ktX5,04 07 9HFFl IVC7 CSF CALL�VLATED G3Y P I tATE Ad t CHECKED RY DATE i--�OvJ Hk ;liom 1-y U -4,o H 1.1 b°fI �r LOQ ir<V L -4 z-4 �CDwti Tf kT- 1:1-4 c.i_,ZO jo-) fQ b -a is, ca -2s t 4 it )AD, 4p? S, „J - spa = 11,f.i J6, ��! jm ►�� = c��,,�i� ,oma s � � , �¢�� .,, "% * - dp-, i 3 -6075 N! z 'j Poo 1 C ►3��[ Ian �/�N��e< �5� lbl,,,� o� i %�Glk Cnrz.��„, cry OR LICI ENGINEEKS,TNC. 'JOB itIOSA Gi. .} 30 Uniim Avenuc_ 7L €EE:?ef] - Cjtijpbt�il, CAIifumix 9.500$ IJI44 Phone! (405) 5334323 ' F kX WS) 5(x.3-0329 CAI -1 l(_ A•r =u Ey DA r t I I- V L xengluecrs�aol.cuu r --$-EC CEL) Err ru.YE 61-3v,.)(V+) ,�,IlvU,= I,n 6 1121t, tkaPf-`)r- I(odg> lb/ -t('7 - Ss k rp O ! �s +J - *5 J p Z -s 1J1. '� � I (�1? 1+y�1 L 'E �jr�L9tx 1b/r►•� �- � l'� 47w w3 1,50/oz ibr l > 176 'i EhamEERS, INC. 30 Union .Avenuz. Suite 200 • Campbell, California 95008 Phone; (408) 563-032.3 • FAX: (408) 583-00729 gcngim-*,:& 'aol com 51IFFT RSO. + or CALCI JLATEJ NY _ L -1 2F DATE CHEUKec) DY Tell eoeA izy trrU LCO F AAe-AOiz- W / vJCxt, r� oOO4L }fro Thr,— U, t = rz �b —& A-60vv. -- m P af& vrT tl VJ Ax l ?- QTS 1b nATE I f 41"�c3E� W .4Zit 3F+�(a,4��� l�t+�l�rr��%'I. $G? �b D 24+ 6,5 -3, j4- 1 147316 U ca.Vj �,� I;C,��1.1��►.���.,; �1,h�C�4�CI,i��Cl1���JaZ���,Z:= Co�v� IL A ����4i��C+�lkij-r C�1'1�lo�uj(,4�tJ) T (+Z1Q)ttI21u) + (z)65,+)(4504t ?R C•- Cq C�1(Jfa� ��4 Ci ���p��1�.� o� = I5,1 &gra wllai� = �1 �rY � %1b,-1 �b1Ar-)= 406 e Ib 5ItMiG. 67WSWw S L U10 CCi ENGINEERS, INC. 30 Ursiosn Avo r,iir, Suite 100 . Campbc1l, California 951a Phone; (408) 5&$-0323 ?'r' Y: (408) 583•iV,29 gc!ngi n eers�:tul. coni JOG -2 +'itET Nn �, OF CALc(.) .ArEc ry i I b c�Are '�' cr ;Fr_ KED Ry �.� rnnrc • v'j I Q rG V w ay eP i' 2:, F -d -41--r toy 3 4 w/ g s. l I b Pao - 3 1� PIP ao-31�PIP ( 1 .114-T -IL 1 I.1 Z.' = i i 1 b o -f- 1lp 44- fislL elml'r Iry �I �" � [ I�r, �� 3 ZU'L'1 ENGINEERS, IMC, (C" JOB Mosaic #030407 SHEET NO. Union Avenue, Suite 200 ampbell, California 95008 {„ OF CALCULATED BY LPP DATE 4/15/03 T (408) 583-0323 - F (406) 563-0329 - gengineers®aol.com TempKEDCHECry DATE ora Stucco Fa ade W/ Wood Overhead BENDING & AXIAL COMPRESSION STRESSES COMBINED DESIGN FORCES M = 1963 lb -ft CD = 1.33 Fa = 478 lb C, = 1 la = 11.86 ft Cp = 0.80019 Try 8 x 8 D.F. #1 No. = 1 Fb = 1350lb/in` b = 7.50 in F, = 925 Ib/in` d =7.50 in E _ — 1600000 Ib/in` Idd = 18.98 KBE = 0.3 A = 56.25 int S = 70.31 in' c = FcE = 0.8 1333 Wing [KNEE/(Idd)21 fb = 335 Win` Fb' = 1796 lb/in` f = 8 lb/in2 FC 984 Win` [f./F. ]2 + fb/Fb'I1-(fc/FcE)J 0.000 + 0.188 = 0.188 <= 1, OK USE M 8 x 8 C�UILICI ENGINEER5, IMC. 30 Union AvcAue, Suite 200 Campbell, California 950us T (408) 583-0323 • P (408) 553-0329 • yengineere®aol.com STEEL BRACKET AT BASE OF COLUMN BOLT DESIGNIY-DIRECTION F = 331 Ib hPost = 5.93 ft Mpost = 23554 lb -in by = 7.5 in Fc 11 = 925 lb/int Veu (bon) = 3170 Ib See Bolt Design o SUM OF FORCES = 0 T =C C = (by)(Fo)(a)/2 = 3468.75 a o SUM OF MOMENTS = 0 23554 - 3468.75 (a)(by-a/3) = 0 JOB Mosaic #030407 SHEET NO. 1 OF CALCULATED BY LPP DATE 4/15103 CHECKED BY DATE Temporary Stucco Fagade w/ Wood Overhead 1156.25 a2 - 26015.6 a + 23554 = 0 a = 0.95 in T = 3278 lb No. Bolts = 1.03 USE (2F3-17 Diameter M.13. -s_ p FR if 7 IF'1: SIDE VIEW r— M W. C W. I ENGINEERS, INC. ZUIL!C�.MpbLT1, JOB Mosaic #030407 Union Avenue, Suite 200 California 95008 SHEET NO. 'A OF CALCULATED BY LPP T (408) 583-0323 • F (408) 563-0329 • gengineer.s®aol.com DATE 4/15103 CHECKED BY STEEL BRACKET AT BASE OF COLUMN DATE Temporary Stucco FaVade w/ Wood Overhead BOLT DESIGNN-DIRECTION F = 331 Ib hPost = 5.93 ft Mpost = 23554 lb-in bx = 7.5 in o Fc u= 925 Wine Vall (bolt) = 3170 Ib See Bolt Design - o SUM OF FORCES = 0 f�A T =C Willi IIE71 FZQHT VIFW SIDE VIEW C = (by)(Fc)(a)/2 = 3468.75 a o SUM OF MOMENTS = 0 r-- M 23554 - 3468.75 (a)(by-a/3) = 0 flT 1156.25 a226015.6 a + 23554 = 0 a = 0.95 in T = 3278 lb No. Bolts = 1.03 USE (2) 314" Diameter M.B.'s ZU'LCanipbell, ICI EI` GiNEERS, INC. JOB Mosaic #030407 30 Union Avenue, Suite 200 SHEET NO. OF California 95008 CALCULATED BY LIPP DATE T (408) 583-0329 • P (408) 5830329 a ineers0aol.com 4/15/03 4 "8 CHECKED BY DATE BOLT DESIGN DOUBLE SHEAR Temporary Stucco Fagade w/ Wood Overhead (WOOD TO METAL CONNECTIONS) Z'= Z CD CM Ct C9 Cdel BOLT DESIGN/X-DIRECTION D = 0.75 in (1" Maximum, 1997 N.D.S. Sec. 8.1.1) Fem = 5600 Ib/int (Dowel Bearing Strength of Wood Member - 1997 N.D.S. Table 8A) Fes = 58000 Ib/int (Dowel Bearing Strength of Metal - 1997 N.D.S. Table 8.213) Fyb = 45000 lb/int (Bending Strength of Bolt) Q = 0 (Maximum Angle of Load to Grain) KQ = 1.00 (1 + Q/360) Re = 0.10 (Fem/Fes) tm = 7.5 (Thickness of Wood Member) is = 0.25 (Thickness of Metal) Rt = 30.00 (t,/t,) k3= 10.13 [2(1 + Re)/Re + 2Fyb(2 + Re)D2/3Femtsz)tf2 - 1 BOLT VALUES Zim = D tm Fem / 4 KQ - 7875 Ib Ziiis = k3 D is Fem / 1.6 (2 + Re) KQ = 3170 Ib Ziv = D2 / 1.6 KQ [2Fem Fyb/3(1 + Re ))' / 2 - 4352 Ib LOAD FACTORS (UBC TABLE 23 -III -A) CD - 1.33 (Load Duration Factor, 1997 N.D.S. Sec, 7.3.2) CM = 0.75 (Wet Service Factor, 1997 N.D.S. Sec. 7.3.3) Ct = 1.00 (Temperature Factor, 1997 N.D.S. Sec. 7.3.4) C9 = 1.00 (Group Action Factor, 1997 N.D.S. Sec. 7.3.6) Cdei = 1.00 (Geometry Factor, 1997 N.D.S. Sec. 8.5.2) DESIGN LOAD Z' = 3170 Ib 3/4"Diameter Bolt r I 1 EfiGINEERS.I^tC. 30 Union Avaiu, ;uit�j'?lle • tantip6LIl, Cellfornia 9510()8 50-023 • FAX: (406) 583-ozg (jenglicmi4acl com -as Nrw)5Ai?- !t�H.EF.T NO ' CALqL!LATEn RY Y --O-,00 -SoAQAc1=— 71 04)'6,44f ) %,5,o r 1> }�Z`P'�Ibr i r ti 4442 ►b � 3'�d ��► �� Ici ENGINEERS, Iric. -)Cie Ic� � TO ,(", a-7 30 Lzr,iorn Aver uiy. swtc ,,fo • Catrrrhel" California 950KI,s `-SHGFT rvo 1 or I'hnnr.: f4at3i 5833:3 • �'A�; {gOR3 5y3_b324 yQTgineer.jYatii,�urT -AL Cut A'( ED yY IIATC i CHECKSILD By 1 Txviy y�F�� �e qr r•1 LM`•� W 'SATE '�?5 fb4t - F- [Cl ENGINEERS, INC. U Unum+:�nud, suits ?pp . �'amp)2, California 950(J!4 I'f:ik�se: {3(f$i 5N3 0323 FAX (406) 383-0324 �� n r�inre ra l;i y ul. crn. LOW 0304v7 vHFc I' nhC ar C'ALCI�Ii A'1 EQ C1Y _ryq,E cr IFc;K.eO Gy coc> Q 16 T -7,7,5 -P�- "cofz— Top 'lliLicl NO VEERS, INC. M Ghon Avenue, spitz I(MI • C,unpbrll, C'alifor_ii.� 45gOg Vhvna- 1408) 583.0323 • FAX:1406) 5R3 ti3I9 y�ngi necrsl4no:. cum JOEL .�<<- tlHCET IVD 1-3 r � CAI C_:ULATFU Ely DA rE c-HtCKETJ By WI.JYp "-/ - ,pir-sc- oo � a CI`��►pl►�>A.,/� 1��,'i� 'k" (r4�Cbt�flZw � (��3 r- � � � = ��7'3, S •.fix} � � �,7 lh/�r'i � 1, 37� {►• ��l�� �c� �ou� I I +moi le/40 Z�e6 6 ( Z4S 6"X 4-6zj+). z( to-SZ4) . 13,E 'rV = I P --j ib/bw Z- D K- JOB Mosaic #030407 QUILICI ENGINEERS. INC, SHEET NO. f'4 OF 30 Union Avenue, Suite 200 CALCULATEDBY —Lt P Campbell, California 95008 DATE 4/15/03 CHECKED BY DATE T (408) 583-0323 - F (408) 583-0329 • gengineers®aol.com Wood Eyebrow Treliis On Low Wail BENDING & AXIAL COMPRESSION STRESSES COMBINED DESIGN FORCES M = 1617 lb -ft CD - 1.33 Fe = 533 lb Cr = 1 le = 13.04 ft Cp - 0.74801 Try 8 X 8 D.F. #1 No._ 1 _ Fb - 13501b/in2 b = 7.50 in Fc = 925 Ib/in` d = 7.50 in E = 1600000 Ib/in` Ijd = 20.86 KBE = 0.3 A = 56.25 int c = 0.8 S = 70.31 in' FcE = 1103 Wing [KvEE/(I jd)2l fb = 276 lb/in` Fb' = 1796 lb/in` f = 9 lb/in2 Fc = 920 lb/in` [f./F. ]2 + fb/Fb'[ 1 -(f./F.E)l 0.000 + 0.155 = 0.155 <= 1, OK use (1) 8 x s JOB Mosaic #030407 Zu'lrnpbell, I EriGINEERS, IriC. SHEET NO. OF Union Avenue, Suite 20❑ California 95008 CALCULATED BY LPP DATE 4/15/03 T (408) 583-0323 - F (408) 583-0329 • gengineers@aol.com CHECKED BY DATE Wood Eyebrow Trellis On Low Wall STEEL BRACKET AT BASE OF COLUMN BOLT DESIGN F = 248 lb hPost = 6.52 ft Mpost = 19403.5 lb -in A.— b), = 7.5 in Fc 11 = 925 Wine ` Vail (bon) = 3170 Ib See Bolt Design r - o SUM OF FORCES = 0 �. T =C FLAN VIEW FR611i VI£1'!. SIDE VIEW C = (by)(Fo)(a)/2 = 3468.75 a M o SUM OF MOMENTS = 0 ~ 19403.5 - 3468.75 (a)(by-a/3) = 0 W. IF 1156.25 a2 - 26015.6 a + 19403.5 = 0 T a = 0.77 in T = 2679 lb No. Bolts = 0.85 JUSE (1) 3/4" Diameter M.B.'s i. K, ICI ENGINEERS, I'NC. 30 Union Avenue, Suilc 2N) • Campbell, Callfurnia 95MS Phone: (406) 563-0323 • FAX: (408) 583-0329 ;lenginru:rs@an 1.coax IW OOP V—"Y w 44 LOW UJ*LU VDO`T1vv' SHEET NC L"ALCL4ATEL) BY 4 �'i_ LIATEL CHF[w;•;tu BY MIA m A56Ljt4V— l.rJ srrft� D t i '�1� -,vr,j.5.rJrG. GOwC„ Gh�P s (Z-4+)eZ44,')( 4 ryt%10f) X50 6At:5= eeN> ik-2 7, �S3 �+- 0. rz, -mg'Li.l -i'lbrt . u 2.0= + 1, d84 -i ISV = 1 r81 Ib C-0-6- = C �zoo� (z �31-r- [ I � o�C �3� Cg331(qj,1)3 /IgI"5 0 31147 IT TJVVaY' 3 4 1 �/N- ("P)t-40)(1 ") C")( 15`5 ";'')= �—4 I, 2-.m 0-0,iu�l.4 �C1,`?rp*) Z Cot �b�- (.%)(3,&bl I1✓) + C3. 1G t iaEricim RS, iN C. 30 Union Avenue, Suite 200 Campbe(L C_'ahfarnia 95008 Phone: (409) 583-4323 • FAX: (408) 583-0329 gengin *erx'Oaol_n>m BHEE'i NO. 1-7 OF CALC1-1LATEC BY bw DATE 16lb3 CHECKEO BY yjn-->y--> V Yir,&zcLo 1 Pt.-L1i* 60f4 LOW W*LL. lrnvrit, , ( C.owrY, • _ Gip � -..4, 3r 116 OS% IbJPt z `7 ! r a'% 7 A-147-4 y r r °4u � 1 ,,�z ( 1, os -7 it- rftI-) - l -3C, W kt-z- F M,=1 C3. it [ 1+�)a (1, 43 Iblft-y-)/Z .1r. Z,, 0519 Ib 4+ �ss = = ,3iptnl ,e6)(,zscx�Ib/(fitoo ) (I 11W. Nd- ��� ov DATE -:Q -I E!`{C WEEKS, INC. 34 Union Avenue, Suite.2(K) • Campbell, California 95001; 1.'hi nr: (408) 58,3-0323 • FAX (409) W-0329 gPnjClTllCY.90!�7i l�)COnI JOS -4HECT NE C,4Lr 'l 11 ATED RY Lf'P _ On,t llttb3 C: —FCKEU DY On3Oc" PU�- Ti.-5C)6,312Y %JiYL'L ofr r -T4 !6767 1644- N p * • a3-%!,4 8 o'A 4 &� R ey , b3;$ f5'`7 o v W/, -1 L"7 A3,O *S J�6/1.jcv- 01 tl k-sp da�� ❑A r=_ 1