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HomeMy WebLinkAboutX2011-1289 - Calcs1 Z9 i �q611 Old OWFfV February 1, 2012 STRUCTURAL DESIGN CALCULATIONS Bella Cara Exterior Stud Design Spire Job #: 12.121 481, 485, & 493 Old Newport Blvd. Newport Beach, CA Project Description: Provide structural engineering services for exterior light gauge wall system of a three story special moment frame building. r 23441 South Pointe give, Suite 245. Laguna Hills, California 92653 Tei: 949.916.3440 Fax: 949.916.3445 ww .spIrestrwtures.00m Sheet: Job: 1 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.629087 Longitude =-117.925659 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.810 (Ss, Site Class B) 1.0 0.674 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.629087 Longitude=-117.925659 Spectral Response Accelerations SMs and SM1 SMs=FaxSsand SMI=FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.810 (SMs, Site Class D) 1.0 1.011 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.629087 Longitude =-117.925659 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 .Fv = 1.5 Period Sa (sec) (g) 0.2 1.206 (SDs, Site Class D) 1.0 0.674 (SD1, Site Class D) ,nge County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com S 1-ATE,JRAL LoAbS OXTt"gtok �ALt. UNIT 1.0ADS Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 2 W 2" S?d c(o 90 NF 'z,' DW515LA55 ).q P5f G'1 MTL , TOP @ Ili°0L �, S PSF 16SUbA'voN I DPSF %a" G'J P B'D ? s FsF MEP JM15C 1.15➢ TOITAL I$ psr SPSM1c TA-- D. W I.o)(I.o�j (1.7i��,,.a) 1 z(I)) wr = p. WI wp ; 0,'0 (1S) = 7.4t PSF WND p = ?�[6cP -- ccj < fi CE oS �.S,la. .l 7 I 0.007'SG (D.9$��1r�)�v. s)($Stj�Io'� 15.4 PsF (5.`I f SF -1.W- D,N) ' 21.3 PSF (7oNE 9nge County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.s p i restru ctu res.com Sheet: S P.I. RE Job: 1 12.121 Bella Cara Stud Design 1 3 Calc By: NF I Date: 02/01/12 M MREP, JCarAE(-TIo NFA-EI71E$ Lic*5175-- y3 33)61(O.S-01N0)JJ.63' e = o. G-46 IN `I onS)K-- S1 'K (0,VII /n)')✓/l•c? k-)N �e - i7.�3S' In►ti 6-()Os12 S -g3 MN : 73 I(sl (p SNe�pl�s T' = �35 # V'= —47.©� sons)?S-?.3 ) Mol: q.3 k-1) ie : 1.36 to OQT )23 33 Ida0.79aN l00513-3 )) Met = O.lb IrJ3(33MSt�✓)b3: `J D k-ry Se : ).Ss INM (o.)S3"@ N16r1 X-O 11J"f0 STEeL VC ES12. ZUI) SC-KE;ws (SSMA GATAto6,) • 17 SNIS lzoo) I I. t 10 S m1 S (20 64) VI ='199# I V,z 1-7a 6412 SMS (I6GA) • i� 5M5 (126,4� V' = Szf Inge County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.s pi restru ctu res.com Sheet: S P.I. RT S-TO D ,Dr $1 Ln1U Job: 1 12,121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 4 2s 1 ATub 'KI, -ISM tz36�20d h = 310-9 6- 0.31"' ILI 5 C' r OSE Gwsl S -y' @16110a 4ACe' L041) =bi.q(1g%6")+231tI/swir'- `1�13JF 9?0#' > M * t a k USE 0US'12T-Sy R24CC: @ le"oc " RP -ACE L0AJf\)rL'Tl0(j VX ` Vy = a 5,3 g 1, Ng- / Ll dry FWS ° go# V " d �� lt V = 1B # AcREw $ USA 1 ` if !x Eel EmD Fit ° 2% M- < rzq 1� M 2 - �A, (SEIE ML1tUr'Act: `in COOL Kv,.q 4:1) Wj VVEr1B-D 0 Sa'Up alp (9141D caajtj) VX ` (1 ')(i ?�')(I$ r1F) -j; I '3ZQ] q Ecr-EWS' m Vy 3SI# /.y Sc*w5 = 9t*A4eew psy,' + 5S; : 191 # /Sce-Ew < 188 w US)= y- ��z sms Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF Date: 02/01/12 5 S E 2- W ; y.3 P5F 11.33') ` �z j LF 3 � f�= 0,031'' = t'l,sN8 USE G«oS12'�_33 @ 10 ,, S7VD Grip (RIGID (oca) �y s (6.33')(1.33') (17 Ysf) /4 sews Vj ' 3�Z -4 /y. $GnEwS = 9#. V �-V + 137 100 fsuR[.Lj c 1q,8 USE �/-'4 In &M RL-" ObNo IISE Lro(3x J2 GA 5 pu1 u�7 OL Vzo 190^ 7*.,, / I scevw) )2q# Flo w/ 2-# I2 SMS WSwept, < S2S1# USi 2- t15MS, TO 571, $M Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949,916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 6 CASE 3 U)' 2N.3 rSF(I30 : 32 � t RA I• Zia# I2B q39 A SEE RISA IKI. i t LagA)r 2N1 # [pt.T) tz, MmA)c m S S k- IN /� C�WIab- n.�3' I=./1log I ok M I = 7.3 k-to UT660)v —33 3 v ANGLE Comp V = 210 tt ✓q (�18 )' )S%,* USE L3 3x16 GFt G*c , - 11% N > )5g, UI 9—q 12 sq 5 QrA d DRIF7C4,fP ( ICC [Sf-2.byy) P" = 5644 > 439 # t,k NSF :P51 Goo a rigR�a S ' Al"LIF ai 11RIf7'GafRP —gtNG WHERE q fcuRi ExPr�x+^+3 ANUioI+; a: G!,d vt4 ; 7git, ('1A) = 3 C z # < , I, Sk- OLfJoRACE V Coo)C got-T 4 2 OSE 7J9,6 6,111, Ew18tb Q02Yoc 00r04 (Is'-3" mAv) wX IS' (IR 270 PLF ,,L)1= 2,1 (z •3 �sxg = ss �> my = z�D w (6 =Th _ I I(-)d 1`11 = SS" P1,r- ' 3. 2 R- IN Ma.`-T0k-Ia (2)' I%K -iM > I r - 9 k - I A S11k-IN(2) - 11- K-IRS 73.2x-W USE goxtp WE-haER w/ , - &DoS! 33 - 33�� 2 - (,0oT I25 -33 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 w .spirestructures.conn Sheet: P.111. f I Job: 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 1 7 " 7"13 r, A $6 (M)I 12YMtoL7) t MMnx—5"4 1JtNj� tJa 01Hy0 �o+ M = 1q.3 K-IN UsE COOsI?S-33 J"3 USA 5 � C,0'4fjLcTl01J; AS 7YP Slq Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spi restructures.com S --CASE_1 W= .��.7 rsT (133') = ZG N-F Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF Date: 02/01/12 8 RA - -mt c MMAY t'1.0 IfJ Nwiaq = ci,G1(a L%7N5q m �•315-1 US bo0512S_y �, BE sce--s A•n141.8 Vioell S HobrS Rfan� 5'(R V T (p Gf ti"OC (.UP31tlVa U�E Lcxjr jZ (y,A S 5/4 D 4 ( 4311 11o) /i/ U �i25 A N8116) /2. �i S2�# {�� 2" W I I SIAS TO S'F4 13M RIM CuN11) �y = 2q3 m v ` iSZ 4 7732� = SY3 /q St.R@w5 = M4 A t OSE . y—� 12 SI%IJ o ST9UT C(>NrJ = 94 (In/Ii,) + Z?60 = cl111 M 4 USE Z-012S'�59 5-TRU't P'(r e !ti MAX)t7 S93x + S`j3" = 83q /y r 710 A U'm 3gg4' > roe+ USE L(- rrx51 cWb Vw S131t 0.0 /z = `139 { )19# USE L�)K3x 12 c,A wf 2- i/z"4 EA. 4-sEE #-ocllop(\a 7v co6JC VpL7* r -- Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949,916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 9 Vj, 32 PLfi R>t ` � -�o # kt1° WI14 SEE KISA- 1zC VIAa Y''IMAXa o K- rN M= 'q.S k-N use Ca4sns-3.3 V = I-4D # IgV10/y i (� 1Y--rcw p' p' = Shy 4t > q 19 t USE bP-R Goo Ux ` 79' (18 Mf)(1-33') _ (. Vy : ? 271 Pr 10.33' A 2 31, 18� 4 { 128 t USE y ` # 12 SMS • b�'NG �S'--Q" Mfh�� ptx ld'/g wy > C' ( 13 fv) = N& p1 r- My I'-1& �tF (S')r/8 14E��/a�. 7 K % M, = y.� x IN(7)= 1).3 K-1N 5 s.� 1r-14 /�x = 17.05' = `,AzIr. LNy = t�, 03 : L/Z13z yr PT Swgf n Ma t$5 opoG' 9RIM 0,1? oro1 s� B6KED OR wl - COuS12Y-33 a- 2-6ebi I -33 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com S Sheet: Job: 1 12.121 Bella Cara Stud Design Calc By: 1 IN I Date: 02/01/12 10 '7{ q.S Pa pz 1q6 p3 9.S'(2Y.3PV) (5'��)' 293N P',t 3.5 12 31'SF)(V(x)` 213# '�-m® ? 0.39" = M' ` 7.3 K-irJ (z) = 14-L K IN USE bk;L GooSW� -?3 - kM5 - -pp Cotvp V/ 3a$�, M = q,0 r-,a S -1&7 x- I>J USE GooT)25 -33 -MR 7iefi(x = z2 /z c4rPS ° 3�1 ►t %4 # > 3G1 ft USE y_ Dr-iFTrl-)PS EA JAMB Vx Vy=SS3 V 1101 0/2 ` N#A[Rt-w t)S� 2-cwpS w/ N- Pre smE)� CLIP Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949,916.3440 Fax: 949.916.3445 www.spirestructu res.com I —"&S.EG s7�tit W'l�j.}j'SF(1. RA 9104 )Z� b CyTov� 2, �z Sheet: Job: 1 12.121 Bella Cara Stud Design CalcBy: 1 NF I Date: 02/01/12 11 w 33') = 2b PLf s 3 s 2°L/�2o USE (.doS12S-33@)Coc 3 W' 25 PI,F PIG,fpNN VX = g' 09 psy)(1.33°)112-0 V., `l16 # ,l: M2 W6# w 'SIG p lad A< Gs STUD 2 vsL GoosIn- 33 @ 16°°C) -9'- +.�� a.�z qza s �S USE 2- SNuTPi,)s • 6RA-b d CONN = 32-�#— 20g#,/2= zzsW11117 bby %S�tuus` 9y6A. = IM � (lb= C MAK) > �64 Y Vhwws° 4 66F46692 = 9U*)S= .leg# USF 5-iEiZ�M� Vu - U14 0 6) 12 - S3S 4 < 19s0 # A'1 sFF Gr" ACr -ry 44 W/ lu = 66gdt ll ) /z - �3S� <GZy q fp0L CAL-C Ciol,T 41 5 �'%z� � A UJ?Yq"EMB Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 w w.spirestructures.corn in Sheet: Job: 1 12.121 Bella Cara Stud Design Calc By: NF Date: 02/01/12 2 CASE • 1pA�ROFT INFIL w r 32 �a,P �p jS64 SEE PU W 2y q (�Qflc�' 315) WJNn ' 0. 14„ �S� GooS125-33 -- H55 'IvP GoAJN USE 2' 12 sms @xq"ac PICT Ij GnNN 19, Cq PSF)(1,33') + as = N6 = 3a6 d. 9 C v = 7q(,t 12 = 3 �?4 Iqs f 3-13 : o. �j T = 3 q6 N h 1 8 5�5 �zD USE '2 - SHOTP / 0 rS,N`!S i�{a,:.�_1 rj MAY) VA ' ��7A(1•6) /2 = S I D 0 11SO 4 USL— L.C6x3 ?<12GA � p' 3$740-G)'2 = ,,IC,A rzvj Ld Z Y-2''m wJ3rE419 4 FE I-N0c>RncE 7o «arvc ao-tT #- 1 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www. s p i rest ru ct u re s. c o m 61 Sheet: ,lob: 12.121 Bella Cara Stud Design 13 Calc By: NF Date: 02/01/12 a HEC-H I,OEEN k�JhLL iNFILL w ° 32 PI,F 12= I(10# Mr�ax : '-V � K-1� < T 3 k- W USE GUO W1 ' —33 @ 1g" o (' — CC) HSS c,onlo V = )Coo t2"his) / sews = i-za f '-' 144 USE 2- # !z �mS 2 -VI 10' Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www. s p i re st ru ct u re s. co m Sheet: S P.I. f I L'i = n of 1zF=-)-11.�4 AWtub' a.01" ''/lvda Job: 1 12.121 Bella Cara Stud Design Calc By: NF I Date: 02/01/12 14 id L GOD S12� 33 @ 16" 6,. - b?') m c1, Ip Top c,NIj V- --713# T= 2y3p j s E2'i I t SSA > 1 27 # 3•S Im, it USE b2)F-Fc1AP Or STUD w) 3-4 E2 SMS - goT Ca 1'j 0 vu e 1211 4 J 6)(2q/l&) PatT Zqo # 1 OR USE ��� t'v E.A. W/ Z" EMBED ezVot, 1E SEEkwCMoKACE rt0 Conk Ma CT�43 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com I SF I vi 332 9sPSF(y.ts')lti =Czot K = gDQ.. M` Ij IC -FT MA/-Q = 2.2 R-r7 Sheet: Job: 12.121 Bella Cara Stud Design CalcBy: NF I Date: 02/01/12 15 eJ 2.5 M't = 1,-4 (f 6)(1-,) : 3?. 6 K-,A) -�,, z3Zc 1�-I+J/(2.75 '7 h lokS) c S. 1 !c NKIBR; ` .$5) 3oaoPSt�T,(� z 01' '*KSTL ` 0.1 wT7.9uS,) = 0. 6 K SjIr 0.35x Uh Sft = 0.21N'(1' ASl) =3.Sk C. 3.Kk 0,91 < 1.0 , ok USE LNxNx'/y 6 oc / 2-72'4 rtNRU go415 D Pwre P-OV 010 6 �1 36 Ksi �Mn= 0.9 (3UkSl)(0,SjIN3)' 11,1 k-m Mu 5.9 k (7.7S") e IS. 2 K—its 0 5/81 7Nk BFlS 1`kA GEC V� = 21 3 PSF (3' 4 1.2s'� = 1o3 rt,r !" JD3 PLr ��')�� = �,. t�-lrl G S.9 K~!nl USA C6oTJZS -33 r (), 0�" z '-/975 s IROM M = ) . I K-F-f (17) s 2D.y k-I(� 42YI /�©�� SSE q-i/7"6 mg"GLF Y,Szvfl 0)c 8-1 lW5pCc71aN Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Ci{lA S.E U�= '3-z PLF MMAI� %wluh = D, Sheet: Job: 1 12.121 Bella Cara Stud Design Calc By: NF Date: 02/01/12 16 < 1.3 k-)N USE 1600StT;-33 e, 16"oc. —1NF C>aN r V z UK (yslle)ly s N,A U3C IL6K3x 12 rA w/ LI 17, ( m S N S-rvc SSTj FiM b4h= lIlOG 4 > V74 S-C-f A-fJWokhQ 10 CoNC NOLT Ay UA " "6 t.A. ij 2,"EMBED @2 r4`oc m OPNG (L' W)b;Ic_ MIX) Uj = (3 33')(Ij PSf) = Cb fLF Mk ` ;o PLF(6' z/g = S.2 k-IN w,' = is' ) (2W.3 PS1=)= Iz2 rLF �iY ' I 2 iLF��,'���$ ` (,.6 k-la x= K 1N(z)' Iq6 h-Inl , 2 k-1rJ U1t pep N1K wf M'Y = �A7 K- Ind (z)' II.7 k- IIJ > C.b K- I0 2 6Do512S 33 r 2-4007I75-33 - 51fi B P= 122 nLI (L'I2) " 66# Mmiq-K= �,` 7 K-10 w= I� Ptf M`=•3(z)' IH.F y(-lN > Q'.Ws" K.iN a' �SZ I 7 '�S aL� SkmiF@am�6 115 bytGODSt21�-33'3AMB fie = 39 S 4 (Asb)) Cr IULT) > uSE ;/g� E.q .@ 3RMa Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www, s p i re s t r u ctu re s. c o m Hs,, '. 15:0: ft Hwau - 8.b ft 9br... 45 deg Rt, = 320, Lbs Lbla�. = 9.90 ft Fen = 320 Lbs Fb..e = 453 Ibs Verify or Add Brace Brace 600SI M-f AB = 0.479 r, = 2.161 ry = 0.362 J = 0.000511 Sheet: Job: 12.121 Bella Cara Stud Design Calc By: NF Date: 02/01/12 7 Brace Capacity (ASD) I Height from top of stud to top connection Wall height (6" above ceiling) Angle between horizontal and brace Maximum horizontal reaction at top of wall Brace length Vertical brace component Brace force AISI Section C4) =(min) Kx Ky==Kt - 1.0 Cw = 0.449 ine Fy - 33 ksi r. = 2.273 in E = 29000 ksi (i = 0.93 G = 11154 ksi = '2 E/(KxLx/r, )2 Eqn C3.1.2.1-7 = 1/(Ar.2) [ GJ + n2ECµ,/(K�Lt)2] Eqn C3.1.2.1-9 = '2 E/(K,Ly/ry )2 Eon C3.1.2.1-8 =1/(2a)[(a..+sc)-((aex+crf- 4R6e,atff] Eqn C4.2-1 = (Fy Fa)° s Eqn C4-4 = 0.877/0,,2)]Fy for ),,> 1.5, else [o.658"(%'2)]Fy Eqn C4-2,C4-3 = AaF„/Q , Q, = 1.8 Design axial capacity Eqn C4-1 Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www.spirestructures.com Sheet: SPIRE Job: 1 12.121 Bella Cara Stud Design Cale By:1 NF I Date: 02/01/12 18 Anchorage to Concrete - Hilti KB-TZ (ESR-1917) Ov.ccnc ksteel wvsted OSHPD = 1 0.70 0.75 0.65 Mark = Cone = fc= Mill Deck = Dia = her= Type = h= s= Ase = Fn = hmin = Smin = Ane = An = kcr = k,p = Np,or N6= Seismic = V. or Veeie = �tcenc = �Pnconc = roVn,wnc = Q�IfPnsteel Y�Vn,steel = Pu = Vn = 1 2 3 4 LWC NWC NWC LWC 3,000 3,000 . 3,000 3,000 Yes No `Yes No 1/2 3/8 3/8 3/8 3',1/4 2 2 2 Carbon Carbon Carbon Carbon 6.25 6.25 12.00 3.25 12.0 24.01 24.0 24.0 0.10 0.05 0.05 0.05 106000 115000 115000 115000 2.50 2.50 2.50 2.50 2.75 3.63 3.63 3.63 95 36 36 36 95 36 36 36 17 17 17 17 1.0 1.0 1.0 1.0 1,599 2,487 1,599 2,487 5,456 2,634 2,634 2,634 No :No %: No No 3,000 3,595 1,341 3,595 0.65 0.65 0.65 0.45 624 1,616 1,040 671 2,291 1,844 1,844 1,106 8,030 4,485 4,485 4,485 1,950 2,337 872 2,337 "Note: Capacities are decreased by 0.75 for seismic loadina 5351 0 001 535 362 '290 .. 377. Interaction (In lieu of ACI 318 D.7.1,D.7.2 & D.7.3) Pdupl,conc = VAVn,conc = Interaction = PAPnsu = VAMn,stl = Interaction = 111 111 111- 11- Normal or lightweight conc psi Underside of metal deck? in Bolt diameter in Effective anchor embedment in Conc thickness in Anchor spacing in Anchor effective area psi Anchor ultimate stress in Min member thickness in Min spacing in = 9'hef2 in = min[(3'hef)(L5•her+s/2), Ann] Table 3 - 4 [ESR-1917] Table 3 - 4 [ESR-1917] Adjusted by (f'e/2500)0'' Lbs = kcr'(fc)os ' 'her L5 Seismic or nonseismic loading Lbs Table 3 - 4 [ESR-1917] See Note 1 below Lbs = uncone min(Nb,Nv,cr)'(An/Ano) Lbs = ov,cond kcp•Nb (An/Ann) Lbs = 0,steel'Ase'fu Les = wsteeY(Vs or Vseis) Lbs Factored tension demand (ULT) Lbs Factored shear demand (ULT) 1.3Pn/�Pn,conc+ 1.3VJ/ Vn,conc < 1.2 1.3P,/+Pn,eu+ 1.3V /aVnsu < 12 Note 1: See Revised Hilti document (Rev 042010) when concrete thickness is less than 4" Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916.3445 www. s p i restructu res, corn A-1 RISA ANALYSIS & REPORT 00 v� vv: V v vAiAv Av v A v771 LU f N o U C L CD N m ^ r � U N N 9 j N V m M \I I.1 l Q N M U N O N N N N LU s U C N LU M M O Q c N Nm LU � cf) Q x uo U x w v v v 11 l !v v v v yr v� co U N ` M N U O (Q m \ \ \ \I \ \ III \\ \A AA \AAA � 'W^ V/ Q N CA O U r m m h on W M UU� M N v �A �A A A A p vlwviA A I �v . A ,\ Iv A I v v v Aui M m �V c 0 J %C J p m V O W r Y O U LL Z r A-2 Global Display Sections for Member Calcs 20 Max Internal Sections for Member Calcs 39 Include Shear Deformation Yes Include War in No Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta AnalysiLTolerance 0.50% _ Vertical Axis Y Hot Rolled Steel Code AISC : ASD 13th Cold Formed Steel Code AISI 01: ASD Wood Code NDS 2005: ASD Wood Temperature < 10OF Concrete Code ACI 2005 Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment in _ 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections _ Yes Bad Framing Warnings No Unused Force Warnings Yes Cold Formed Steel Design Parameters 1 nhsl RhanP I nnth I hv.ditl I hl7IRI I e� fn I r n hn Kv.Wv rm . r,., rh p 1 M1 60os125-.. 257 1 1 2 M2 600S125-.. 25 1 1 3 M3 600S125 21.5 _ 4 M4 66oS125-. 28.66 _ 5 M5 600S125-.. 13 1 1 6 M6 600S125-.. 6.33 7 M7 60oS125-..28.66 - 8 M8 6005125-.. 18 —�-- --- -- - 9 M9 600S125-..l 14 --- Cold Formed Steel Properties Basic Load Cases BLC D%eri tion Cate qA' X Gravit Y Gravity -Z Gravitv Joint Point Distributed Area (Me Surrace ... 1 None 7 10 Load Combinations Member Distributed Loads (BLC 1 : IM RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 1 A-3 Member Distributed Loads (BLC I: W) (Continued) AA-h., I chcl ni-fi., Q+�.r KA.. ;..rA-ri.r9 v...l n A.,....:...1-11'a. w 3 M2 X .016 .016 0 10 4 M3 X .026 .026 0 0 5 _.. M4 X __. .032 _..032 0 0 6 M5 X 632 .032 0 0 7 M6 X .032 .032 0 0 8 M7 X 016 _ .016 _ 0 0 9 M8 X 032 .032 0 0 10 M9 X 626 _ .026 0 0 Member Point Loads fBLC I: W) 1 M2 X .172 10 2 M3 X _ .236 1 3 _ M5 X .288 1 4 M7 _ X _ .273 5.5 5 M7 X _ .365 11.33 6 M7 _ X .273 _ 20.5 7 M7 X .213 26.25 Joint Reactions (By Combination) 10 1-1,+ l ekel v nn y r 1 1 N2 21 0_ 0 0 0 -.314 N4 0 0 0 0 0 _ N1 __. -.151 0 0 0 0 4 1 N8 -.515 0 0 _0 0 0 _ 0 5 1 N6_ -.21 0_. 0 __ 0 0 -.314 6 _._1 _ N5 086 0 0 0 0 0 7 1 N 12 -.273 _ 0 0 0 0 0 8 1 N 13 -.225 0 0_ _ 0 0 -.329 9 1 N11 -.297 0_ 0_ 0 0 -.019 10.__1 N17 -.419 0 0 0 0 0 11 1 N18 -.17 0 0 0 _, 0 -.177 12 1 _. N16 -.327 0 0 _ 0_ 0 .577 13 1 N22 -.381 0 0 0 0 0 14 1 N21 -.323 0_ 0 0 0 0 15 1 N25 -.059 0 0_ 0 0 -.026 16 1 N26 -.144 0 0 0 0 .253_ 17 1 N30 -.722 0 0 0 0 0 18 1 N31 -.308 _ 0 _. 0 0 0 356 19 1 N29 -.553 0 0 0 0 1.451 20 1 N35 -.156 0 0 0 0 _ 0 21 1 N33 _ -.024 0 0 0 0 0 22 1 N34 -.396 0 0 _ 0 0 0 23 __.1 N37 _ -.243 6 0 _. 0 0 0 24 1 N36 -.121 0 0 0 0 0 25 1 Totals: _ -6.753 _ 0 0 26 1 COG ft : NC NC NC 27 2 N2_ -.147 0 _ 0 0 0 -,22 28 2 N4 -.307 0 0 0 0 0 29 2 __ N 1 -.106 0 _. 0_ 0 0 0 30 2 N8 -.361 0 0 0 0 0 31 2 _ __ N6 -.147 0_ 0 0 0 -.22 32 2 N5 -.06 0 0 0 0 0 33 2 N12 -_ __.191 0 0 0 0 0 34 2 N13 -.157 0 0 0 0 -.23 35 _ _ 2 N 11 -.208 0 0 0 0 -.013 36 2 N 17 -.294 _ 0 _ 0 0 0 0 37 2 N18. -.119 0 0 0 0 124 RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 2 " . Joint Reactions (By Combination) (Continued) LC Joint Label X rkl V rkl 7 rkl NAY f4_fri AAV N, al KA7 ro_wl 38 _ .__ 2 N16 ___. -.229 0 - .._ _ 0 .... .. .. 0 ..., ,. �J_ 0 ivies i� i• .404 39 2 N22._.__ -.267 0 0 0 0 0 40 2 1421- -.226 0 0 0 0 _ 0 41 2 N25 -.041 0_ 0 0 0 -.018 42 2 _ N26 101 0 0 0_ 0 177 43 2 N30 -.505 0 0 0 0 0 44 2 N31 -.215 0 0. 0 0 -.249 45 2 _. N29 -.387 0 0 0 0 1.015 46 2 N35 -.109 0 0 0 0 0 47 2 N33 -.017 0 0 0 0 0 48 2 N34 -.277 0 0 0 0 0 49 2 _ N37 -.17 0 0 0 0 0 50 2 -2--Totals N36 -.085 0 0 0 0 0 51 : -4,727 0 0 52 2 COG ft : NC NC NC 53 3 _ N2 -.337 0 0 0 0 -.502 54 3 N4 -702 0 0_ 0 0 0 55 _ 3 N 1 -.241 0 0 0 0 0 56 3 N8 -.825 0 0 0 0 0 57 3 N6 -.337 0 _ 0 0 0 502 58 3 N5 138 0 0 0 _ 0 0 59 3 N12 -.437 0 0 0 0 0 60 3 N 13 -.36 0 0 0 0 -.527 61 _ 3 N 11 -.475 _ 0 0 0 0 -.03 62 3 _3 N 17 -.671 0 0 _ 0 0 0 63 N18 -.273 0 0_ 0 0 64 3 N 16 -.524 0 0 0 0 _-.283 .924 65 3 N22 -.61 _ 0 0 0 0 0_ 66 3 N21 -.516 0 0 0 0 0 67 3 N25 -.094 0 0_ 0 0 -.041 68 3 N26 -.23 0 0 -0-0 .405 69 _ 3 N30 -1.154 0 0 0 0 0_ 70 3 N31 -.492 0 0 0 0 -.57 71 3 N29 -.886 0 0 0 0 2.321 72 _ 3 N35 -.25 _ 0 0 0 0 _ 0 73 3 N33 -.039 0 0 0 0_ 0 74 3 _ _ N34 -.633 _ 0 0 0 0 0 75 3 N37 -.388 _ 0 0 0 _ _ _ 0 _ 0_ 76 3 N36 -.194 0 0 0 0 0 77 3 Totals: -10.805 0 0 _ 78 3 COG (ft): NC NC NC _ Member Section Forces 1_C Memhar I nhel Rec AvIaIfkl v Rhc.rfkl 9hcnHel Tnr--Fr RI ., nn..,......nri. 1 1 M1 ___ 1 _0 0 _..__.. .. __ .151_ __..__. .... 0_ 0 ...., ,r,. ..�-�.,..„. 0 .-.. 0 2 2 0 .109 0 0 0 -.171 3 _ 3__ 0 067 0 0 0 -.286 4 4 0 .025 0 0 0 -.346 5 _ _ _ 5 _ 0 ._ -.018 _ 0 _ 0 0_ -.351 6 _ 5 0 -.06 0 _ 0 0 3 7_ 7 0 -.102 0_ 0 0 8 8 0 -.144 0 _ 0 0 _-.194 -.032 9 9 _ 0 -.186 0 _0. 0 .185 10 10 0 -228 0 0 0 .457 11 _ 11 0 .169 0 0 0 .277 12 12 0 .126 0 0 0 .083 13 _ _ 13 0 _ .084 _ 0 0 0 -.056 14 14 0 042 0 0 0 -.139 15 _ _ 15 0 0 _ 0 0 0 -.167 16 16 0 -.042 1 0 _ 0 _ 0 -.139 RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 3 A-5 Member Section Forces (Continued) LC Member Label Sec Axiallkl v Shearrkl 7 Rhaarrkl Tn,..ark-Rl v_v M,meHfk- o 17 17 0 084 0 0 0 -.057 18 18_ 0 -.126 0 _ 0 0 .082 19 19 0 -.168 0 0 0 .275 20 20 0 0 0 0 0 0 21 1 M2 _ 1 0 .086 0 0 0 0 22 2 0 .065 0 0 0 -.1 23 3 0 .044 0 0 0 -.171 24 4 0 .023 0 0 0 _ -.216 25 _ 5 0.._ .002 0 0 0 -.232 26 6 0 -.019 0 0 0 -.221 27 7 0_ -.04 0 0 0 -.182 28 8 0 -.061 0 ___ 0 _._ 0 -.115 29 9 0.._. -.263 _ 0 0 0 .072 30 10 0 -.305 0 0 0 .445 31 11 0 669 _ 0 0 0 277 32 12 0 .127 0 0 0 .083 33 13 0 _ .084 0 0 0 -.056 34 14 _ 0 .042 o 0 -.139 35 15 0 0 0 0 0 -.167 36 16 0 -.042 0 0 0 -.139 37 _ 17 0 -.084 0 0 0 -.057 38 _ 18 0 _ -.126 0 0 0 .082 39 19 0 -.168 0 0 0 .275 40 20 0 0_ 0 0 0 _ 0 41 _ 1 M3 1 0 0_ 0 0 0 0 42 _ 2 0 .032 _ 0 0 0 -.01 43 3 0 _ _ _ .002 _0 0 0 -.029 44 4 0 -.027 0 __ 0 0 _ -.015 45 5 0 -.057 _ 0 0 0 .3 46 6 0 -.086 0 0 0 .113 47 ,. 0 .228 48 8 0 .128 0 0 49 9 0 099 0 0 _0 0 _.123 -.005 50 _ 10 0 ___.. .069 0 0 0 -.1 51 11__. 0 .04 0 - _ 0 -A62 52 12 0 .011 _ 0 0 0 -.191 53 13 0 -.019 _ 0 0 0 186 54 1 14 0 -.048 0 0 0 -.148 55 15 0 _ -.078 _ 0 0 0 -.077 56 16 0 107 0 _ 0 _ 0 .028 57 17 0 _ -.137 0 0 0 .166 58 18 0 166 0 0 _..__ 0 .337 59 _ _ 19 0 _,_ .029 0 0 0 .017 60 20 0 0 0 0 0 _ 0 61 1 M4 _ 1 0 0 0 0 0 0_ 62 2 0 -.048 0 0 0 .036 63 3 0 .231 _ 0 0 0 .499 64 4 0 .183 0 _ 0 0 .187 65 5 0 .134 0 0 0 -.052 66 6 ___ 0 . 886 -0--- 0 0 -.219 67 7 0 .038 0 0 0 -.313 68 _ 8 0 - -.01 0 0 0 -.333 69 9 - 0 -.059 0 0 0 -.281 70 10 _0 -.107 _ 0 0 0 -.156 71 11 0 155 0 0 0 72 12 0 -.204 0 - 0 0 .042 .312 73 13 0 .168 _ 0 0 0 .332 74 14 _ 0 A19 0 0 0 .116 75 _ 15 0 -.028_ 76 16 0 .023 0 0 -__-- 0 -.098 77 _ 17 0 -.026 0 0 0 -.096 RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 4 Member Section Forces (Continued) 1 C Mr.mher I nhal R., Arialfkl v .Rhcarro o Rhoo M T--..rU_ffi ., KA--.rL nn....,--. n, 78 18 -_.. 0 _..__. .. -.074 __..__. .. 0 ._. _ram 0 ....,...... ..«.„... 0 . .. 021 79 19 0 -, -.122 _ 0 0 0 .127 80 20 0 0 0 0 0 0 81 1 M5 1 0 _ 0 0 0 0 0 82 2 0 _ -.022 _ 0 0 0 .007 83 3 0 _. -.009 0 0 _ _ _ 0 .017 84 4 0 _ -.031 0 0 0 _ .031 85 5 0 -.053 0 0 0 .06 86 6 0 _ .075 0 0 0 .103 87 7 0 097_ 0 0 0 .162 88 8 0 -.119 0 0 0 .236 89 9 0 -.14 0 0 0 .324 90 10 0 -.162 0 _ 0 0 .428 91 _-_ 11 0 -.184 0 0 0 _ .547 92 12 0 .175 _ 0 _ 0 0 .479 93 13 0 .153 0 0 0 .367 94 14 0 131 0 0 0 .27 95 15 0 .109 0 0 0 .187 96 16 1 0 .088 _ 0 0 0 .12 97 1 17 _ 0 .066 0 0 0 .067 98 18 0 .044 0 0 0 .03 99 19 0 .022 _ 0 0 0 .008 100 20 0 0 0 _ 0 0 0 101 1 M6 1 0 0 0 0 0 0 102 2 0 .011 0 0 0 -.002 103 3 0._ .021 _ 0 0 -.007 104 4 0 .032 0 _0 0 0 -.016 105 5_ 0 .043 0 0 0 -.028 106 6 0 .053 _ 0 0 0 -.044 107 7 0 _ .064 _ 0 0 0 -.064 108 8 0 .075 0 _ 0 0 -.087 109 9_ 0 .085 0 0 0 -.114 110 10 0 .096 0 0 0 -.144 111 11 0_ AN 0 0 -.178 112 12 0 .117 0 -0 0 0 -.215 1.13 13 .128 0 0 _ __ 0 -.256 114 14 0 -.005 0 0 0 0 115 15 0 .005 _ 0 0 _ 0 0 116 _ 16 0 .016 _ 0 0 _ 0 -.003 117 _ _ 17 _ 0 -.032 0 _ 0 0 118 18 0 -.021 _ 0 _ 0 0 __016 -.007 119 19 0 -.011 0 0 0 -.002 120 ___ 20 0 0 0 0 0 0 121 1 M7 1 0 0 0 0 0 122 2 0 -.024 0 0 0 _ _6 018 123 3 0 .505 _ 0 0 0 _ 1.143 124 4 0 .481 0 0 0 4 125 _-_ 5 0 .184 0 0 0 _.1 -.162 126 6 0 .16 __ 0 - 0 _ 0 -.4_21 127 ___._ ___ 7 _ 0 _.136 0 0 _ 0 -.644 128 8 - 0 .112 0 0 0 -.831 129 _ 9 .- 0 -.278_ 0 -_ 0 0 -.711 130 10 0 302 0 _ 0 0 -.274 131 _ 11 _ 0 326 0 .199 132 12 0 -.35 0 0 0 .709 133 . 13 0 .347 0_._ 0 0 .698 134 14 0 .323 _ 0 _ 0 0 _ .193 135 15 0 - .026 - 0 0 0 -.108 136 16 0 .002 _ 0 0 0 -.129 137 _ _ _ 17 0 -.022 - _._ 0 0 0 -.114 138 18 0 046 0 0 0 -.062 RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 5 A-7 Member Section Forces (Continued) LC Memher I AhPl Rar Axialfkl v Rh.rrkl .1h.a,10 Tnrni,ark_ffl v r,Anmc nlrk- - NAn,c trk_ 139 _ 19 0 -.283 0 0 0 .218 140 20 1 0 0 0 0 0 0 141_ 1 M8 1 0 .024 0 0 0 0 142 2 0 -.006 0 0 0 -.009 143 3 0.__ -.036 0 0 0 .012 144 4 0 _ -.067 0 - 0 0 .061 145 __. 5 0 -.097 0_ 0 0_ .138 146 6 0 -.127 0 0 0 .245 147 7 __, 0 -.158 0_ 0 0 .38 148 8 0 .208 0 0 0 .294 149 _ 9 _ 0 .177 0 0 0 .111 150 1 10 0 .147 0 0 0 _ -.043 151 11 0 .117 0 0 0 -.168 152 12 0 .086 0 0 0 -.264 153 13 0 .056 0 0 0 -.331 154 14 0 .026 0 0 0 _ -.37 155 15 0 -.004 0 0 0 -.38 156 16 0 - -.035 0 0 0 -.362 157 _ 17 0 -.065 0 _ 0 0 _ -.314 158 18 0 -. 995 0 0 0 -.238 159 19 0 -.126 0 0 _ 0 -.134 160 _ 20 0_ -.156 0_ 0 0 0 161 1 M9 1 0 .121 0 0 0 0 162 2 0 .102 0 0 0 -.082 163 3 0 .083 0 0 0 _ -.15 164 4 0 .064 0_ 0 0 -.205 165 5 0_ .045 0 0 0 _ -.244 166 6 0 .026 0 0 0 _ -.27 167 7 0 .006 0 0 0 168 8 0 -.013 0 0 0 _-.282 -.28 169 _ 9 0 -.032 0 0 0 -.263 170 10 0 -.051 0 0 0 233 171 - _ 11 0 -.07. 0 0 0 -.188 172 12 _ 0 -.089 0 0 0 -.129 173 _ 13 0 0 0 _ 0 -.056 174 14 0 _-.109 -.128 0 0 _ 0 .031 175 15 0 -.147__ 0 0 0 .132 176 16 0 .077 0 _ _ 0 0 .113 177 17 0 .057 0 0 0 .064 178 18 0 .038 _ 0 0 0 .028 1791 19 0 .019 0 0 0 .007 180 20 0 0 _. 0 0 0 _ 0 181 2 M1 1 0 .106 0 0 0 0 182 2 0 .076 0 0 0 -.119 183 3 0 .047 0 0 0 -.2 184 4 0 .017 0 0 0 _ -.242 185 5 0 -.012 0 0 0 -.245 186 6 0 -.042 0 0 1 _ 0 -.21 187 7_ 0 -.071 0 0 0 -.136 188 8 0 _. -.101 0 .._ 0 0 -.022 189 9 0 -.13.__ 0 0 0 129 190 10o 0 16 0 0 0 _32 191 11 0 118 0 0 0 .194 192 _ _ 12 0 .089 0 _ 0 0 . 558 193 _ 13 0 .059 0 _0 0 -.039 194 14 0 _. .03 _ 0 0 _ 0 -.097 195 15 0 _ 0 0 0 _ 0 -.117 196 _ 16 0 -.029 0 0 _ 0__ -.098 197 17- _ _ 0 -.059 0 0 _ 0 -.04 198 18 0 088 0 0 _ 0 _ A57_. 199 19 _ 0 0 _ _-_ 0 193 RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d) Page 6 Member Section Forces (Continued) LC Mamher I_ahr.l Sac Axialfkl v Rhaarrkl v Rhanrrkl Tnrnuark-ftl -v M... -+rn _ - nn..`., +r�_ 200 20 _ 0 0 0 0 0 0 201 2 M2 1 0 . 66 __ 0 0 0 0 202 - _ _ 2 0 .046 0 0 0 -.07 203 3 0 .031 _ 0 0 0 -.12 204 4 0 .016 0 0 0 -.151 205 5 0. .001 0 0 0 -.162 206 6 0 -.013 0 0 0 -.155 207 _ 7 0 .028 _ 0 _ _ 0 0 127 208 - 8 0 _ -.043 0 0 0 -.081 209 9 0 -.184 0 .._ 0 0 .05 210 _ 10 0 _ 213 0 0 0 .312 211 11 0 .118 0 0 0 .194 212 12 0 - _ .089 0 0 0 .058 213 13 0 .059 0 _ 0 0 -.039 214 14 0 _ 03 0 0 0 -.097 215 _ 15 0 0 _ 0 -. 0 0 -.117 216 16 0 -.029 0 0 0 -.098 217 17 0 -.059 0 0 0 -.04 218 18 0 -.088 _._ 0 0 0 .057 219 19_ _ 0 -.118 0 0 0 .192 220 20 0 0 0 _ 0 0 0 221 2 M3 1 0 0 0 0 0 0 222 2 0 .022 0 0 0 -.007 223 3 0 .001 0 0 0 -.021 224 4 0 -.019 0 0 0 -.011 225 - _ 5 0 _ -.04 0 0 0 .023 226 6 0 06 0 0 _ 0 .079 227 __7 0 -.081 0 0 0 .159 228 1 8 0 .09 0 0 0 .086 229 9 0 _ .069 0 0 0 -.003 2301 10 0 .049 0 _ 0 _ 0 -.07 231 11 0 .028 0 0 0 -.113 232 12 0 .007 0 0 0 -.133 233 13 0 _ -.013 0 0 0 -.13 234 14 0 _-.034 0 _ 0 _ 0 -.104 235 15 0 _-.054 _ 0 0 0 -.054 236 16 _ 0 -.075 _ 0 0 0 .02 237 17 0 -.096_ 0 0 0 .116 238 _ 18----0 -.116 0 0 0 .236 239.._.__ -_ 19 0 021 0 0 0 .012 240 20 0_ 0 0 0 0 0 241 2 M4 1 0 0 0 0 0 0 242 2 0 -.034 0 0 0 .025 243 3 0 .162 0 _ _ 0 0 .349 244 4 0 .128 0 0 0 .131 245 5_ -__0 .094 0 ._ 0 0 -.037 246 __. . 6 0 .06 0 0 0 _ -.153 247 7 0 .026 0 0 0 -.219 248 8 0 _ -.007 ___ 0 0 0 -.233 249 9 0 -.041 0 0 0 -.196 250_ 10 0 -.075 .__ 0 0 0 -.109 251 11 0 -.109 -_.1 0 0 .029 252 12 0 142 0 _0 0 0 _ .219 253 _ 13 0 .117. 0 0 0 .233 254 1 14 0 .083 0 0 0 .081 255 _ _ _ _ 15 0 _.05 0 0 0 -.019 256 16 0 .016 0 0 _ _ 0 -.069 257 17 0 -.018 0__ 0 0 -.067 258 18 0 -.052 0 0 0 -.015 259 19 _ 0 -.085 0 0 0 .089 260 20 0 0 0 0 _ _ _ 0 0 RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 7 Me] Member Section Forces (Continued) LC Member Label Sec Axial[k] y Shear k z Shear k Torcuefk-ftl v-v Moment k- z-z Moment k- 261 2_ M5 1 0 0 0 0 0 0 262 F 2 0 -.015 1 0 0 0 .005 263 3 0 -.006 0 0 0 . 112 264 4 0 -.022 0 0 0 .022 265 5 0 -.037 0 0 0 .042 266 6 0 -.052 0 o 0 . 772 267 7__ 0 -.068 0 0 0 .113 268 8 0 -.083 _ 0 0 0 _ .165 269 9 0 -.098 0 0 0 .227 270 10 0 -.114 0 0 0 .3 271 _._ 11 0 -.129 1 0 0 0 .383 272 12 0 .123 0 0 0 .336 273 13 0 .107 0 0 0 .257 274 141 0 .092 0 0 1 0 .189 275 15 0 .077 0 0 0 .131 276 16 0 .061 0 0 0 .084 277 17 0 .046 0 0 0 .047 278 18 0 .031 0 0 0 .021 279 19 0 .015 0 _ 0 0 .005 280 20 0 0 0 0 0 0 281 2 M6 1 0 0 0 0 0 0 282 2_-_ 0 .007 0. 0 0 001 283 3 0 .015 0 0 0 -.005 284 4 0 .022 0 0 0 -.011 285 5 0 _ .03 0 _ 0 0 -.02 286 6 _ 0 .037 0 0 0 -.031 287 7._ - 0 .045 0 0 0 -.045 288 8 0 .052 _. 0 0 -.061 289 9 0 .06 0 _0 0 0 -.08 ygyl 10 0 .067 0 0 0 -.101 291 11 0 .075 0 0 _ 0 124 292 _ _ 12 0 __..._..___ .082 0 0 0 -.15 293 13 0 _ .09 0 0 0 -.179 294 14 _ 0 -.004 0 _ 0 0 0 295 _ 15 0 .004 0 0 0 0 296 16 0 .011 0 0 0 -.002 297 17 0 -.022 0 0 0 -.011 298 18 0 -.015 0 0 0 005 299 19 0 -.007 0 0 0 -.001 300 20 0 0 0 _ 0 0 0 301 2 M7 ..__ 1 _ 0 0 0 0 0 0_ 302 2 0 -.017 0 0 _ 0 .013 303 3__ 0 .354 0 0 0 .8 304 4 0 .337 - 0 0 0 _ .28 305 _ 5- 0 .129 0 0 0 -.113 3061 6 0 .112 0 0 _ _ 0 -.295 307 7 0 .095 0 0 0 -.451 308 8 0 .078 0 0 0 -.581 309 _ -_- 9 0 -.194__ 0 0- 0 -.498 310 10 0 -,211 0 _ 0 0 -,192 31.1 _ 11 0 __,-.228 0 0 0 .139 312_ 12 0 -.245 0 0 0 .496 313 13 0 243 0 0 0 .489 314 14 0 .226 0 0 0 .135 315 15 0 .018 0_ _ 0 0 076 316 16 0 .001 0 0 0 09 317 17 18_ _- 0 0 -.016 -.032 _ 0 0 0 0 _ 0 0 -.08 _ -.044 318 _ 319 ____19 0 -.198 0 0 0 .152 320 -- --. _ _ 20 - 0 _. _ 0 0 0 0 321 2 M8 1 0 917 0 _ - 0 0 - 0 RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 8 A-10 Member Section Forces (Continued) LC Memhe.r Lahel Sec Axialfkl v Rhaarfkl Rhcarrkl Tnr icr4-!fl v RAn,-irk- - nn..-frtr_ 322 2 - -0 . -.004 --.O_..._.. - 0 .... _0-.006 ,,... 323 3 0 _.026 0 0 0 .008 324 4 0 -.047 0 0 0 .042 325 5 0 -.068 0 0 0 .097 326 6 0 089 0_ 0 0 .171 327 _ 7 0 __ -.11 0 0 0 .266 328 _._ 8 0 .145 ___ 0 0 0 205 329 9 0 .124 0 0 0 .078 330 10 0 103 _ 0 0 0 -.03 331 - 11 0 .082 0 _ 0 _ 0 _ .117 332 12 0 _ .061 0 0 -.185 333 13 0 .039 _-,0 0 0 0 -.232 334 14 0 _ .018 0 0 0 -.259 335 _ 15 0 003 _ 0 -__ 0 0 -.266 336 16 0 -.024 0 _ _ 0 0 -.253 337 _ _. 17 0 _ -.046 0 0 0 -.22 338 18 0 _ -,067 0 _ 0 0 -.167 339 19 _ 0 -.088 - 0 0 _ 0 -.093 340 1 20 0 -.109 0 0 0 0 341 2_ M9 1 0 .085 0 0 0 0 342 2 0 .072 0 0 0 -.057 343 _ 3 0 .058 0 0 0 -,105 344 4 0 .045 6 _ 0 0 -, 443 345 5 0 .031 _ 0 0 0 -.171 346 6 0 .018 0 0 0 _ -.189 347 _ 7 0 _ .004 0 0_ 0 -.198 348 8 0 -.009 0 0 0 -.196 349 9. 0 -.022 0 0 0 -.184 350 10 0 -.036 0 0 0 -.163 351 11 0 _ -.049 0 0 0 -.132 352 12 0 063 0 _ _ 0 0 _ 09 353 13 _ 0 -.076 0 0 0 -.04 354 14 0 -.089 0 0 0 .022 355 15 0 _ -.103 0 0 0 .092 356 _ 16 0 .054 0 0 0 .079 357 17 0 _04 _ 0 0 0 044 358__- 18 0 .027 _ 0 0 0 .02 359_ 19 0 _ .013 0 0 0 .005 360 20 0_ 0 0 0 0_ _ 0 361 3 ._ _ M1 1 0 .241 __ 0 0 0 0 362 2 0 .174 0 0_ 0 -.273 363 3 0 .107 0 0 _ 0_ -.457 364 4 0 .039 0 0 0 -.553 365 5 0 -.028 0 0 0 -.561 366 6 0 -.095 0 0 0 -.48 367 7 _ 0 -.163 0 0 0 -.31 368 8 0._ 23 0 0 0 -.051 369 -_ 9 0 -.298 - 0 0 0 .296 370 _ 10 0 -.365 0 0 0 .732 371 11 0 .27 _ 0 0 0 .443 372 12 0 .202 _ 0 0 0 .133 373 _ 13 __. 0 . 335 0 0 0 -.09 374 14 0 068 0 0 0 -223 375 15 0 0 _ 0 0 0 -267 376 16 0 -.067 0 0 0 -.223 377 17 0 - 134 0 _ 0 0 -.09 378 18 0 -.202 0 0 0 .131 379_..__19 0 -.269 0_ 0 0 380 20 0 _ 0 0 0 0 .44 0 381 3 M2 1 0 .138 0 0_ 0 0 382 2 0 .104 0 0 0 - -.159 RISA-3D Version 8.1.0 [PA ... \...\01 Calculations\01 Base Design\stud design.r3d] Page 9 A-11 Member Section Forces (Continued) LC Memher Lahel Sec Aaialfkl v Shaarfkl 7 Shaarfkl Tnrnuafk-ffl v-v Mnmonffk- vv NA m ,ffk- 383 3 _ 0 .071 0 0 0 -.274 384 4 0 --- .037 0 -- 0 0 -.345 385 5 .003 0 0 0 -.371 386 _. 6 _._._0 0 031 _ 0 0 0 _ 353 387 7 0 -.064 0_ 0 0_ -.291 388 8 0 -.098 0 0 0 -.184 389 9 0 -.42 0 0 0 .115 390 10 0 -.488 0 0 0 .712 391 11 0 .27 0 0 0 .444 392 1 1 12 0 .202 0 0 0 .133 393 13 0 135 0, 0 0 -.089 394 _ 14 0 .068 0 0 0 -.222 395 15 0 0 0 0 0 -.267 396 16 0 -.067 0 0 0 -.223 397 17 0 -.134 0 0 0 -.091 398 _ 18 0 -.202 0 0 0 .13 399 19 0 -.269 0 0 0 .44 400 20 0 0 _ 0 0 _ 0 _ 0 401 3 M3 1 0 0 0 0 0 0 402 2 0 .05 0 0 0 -.016 3 0 .003 0 0 0 -.047 404 4 0 -.044 0 0 _ 0 -.024 405 5 0 -.091 0 0 _ 0 .052 4061 6 0 -.138 0 0 0 182 407 7 0 _ -.185 0 _ _ 0 0 .364 408 8 0 .205 0 0 0 _ 198 409 .__ 9 0 .158 0 0 0 -.008 410 10 0 __.. .111 0 0_ 0 -.16 411 11 0 064_ 0 0 0 -.259 412 12 0 .017 0 _ _ 0 0_ -.305 413 13 0 -.03 0 0 ..-_- 0 -298 414 14 0 -.077 0 0 -237 415 15 _ 0 -.124 0 _ _0 0 0 -.123_ 416 16 0 _ -A71 0 _ _ 0 0 .045 417 17 0 -218 0 0 0 .265 418 18 0 -266 0 _ 0 0 .539 419 19 0 .0470 0 0 .027 420 20 0 0 0 0 0 _ 0 421._3 M4 1 0 0 0 0 0 422 2 0 -.077 0 0 -_0 0 _ .058 423 3 0 .369 0 0 0_ .798 424 _ _._ 4 0 .292 _ 0 0 0 1 .299 425 5 0 .215 0 0 0_ -.084 426 6 0 .138 0 0 0 35 427 7 0 A61 0 0 0_ -.5 428 8 0 -.017 0 0 0 -.533 429 9 0 -.094 0 0 0__. -.449 430 10 0 -.171 _ 0 0 0 -249 431 11 0 -248 0 0 0 .067 432 _ 12 0 -.326 0 0 0 .5 433 13 0 268 0 0 ._ 0 0 0 .532 434._ _ 14 0 .191 0 A 435 15 0 .114 0 0 _,044- 436 16 .036 0 _0 0 0 157 437 17 0 -.041 0 0 0 -.154 438 18 0 118 0 0 0 -.034 439 19 __ 0 -.195 0 0 0 .202 440 20 0 0 0 0 0 0 441 _ 3 _ _. M5 _. 1 -- 0 0 0 0 0 0 442 2 3 _. 0 0 -.035 -,015 0 0 0 0_______ _- 0 0 _ Al2 .028 443_ RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 10 A-12 Member Section Forces (Continued) LC Memher Lnhel Sec Axiallkl v 3henrfkl Ahearrkl Tnrnucfk-Rl v_v NA ma ffk- v NAnmanffk- 444 4 0- -.05 0 0 0 .05 445 5 0 -.085 _ 0_ 0 0 .095 446 6 _ 0 -.12 0 0 0 .165 447 7 0 -.155 0 0 0 .259 448 _ 8 0 -.19 0 0 0_ .377 449 9 0 _ -.225 0 0 0 .519 450 10 0 -.26 0 0 0 .685 451 _ 11 0 -.295 0 0 0 .874 452 12 0 .28 0 0 0 .767 453 _ 13 0 245 0 0 0 .587__ 454 14 0 .21 0 _ 0 _ 0 .431 455 _ 15 0 1 .175 0 0 0 3 456 16 0 .14 .14 0 0 0 .192 457 17 0 .105 0 0 0 .108 458 ._, _ 18 0 .07 0 0 0 _ .048 459 19 0 _ .035 0 0 0 .012 460 _ 20 0 0 0 0 0 0 461 3 M6 1 0 0 0 0 0 0 462 2 0 .017 0 0 0 -.003 463 3 0 .034 0 0 -.011 464 4 0 .051 0 _0 0 0 -.026 465 5 0 .068 0 0 0 -.046 466 6 0 .085 0 0 0 -.071 467 7 0 .102 0 0 0 -.102 468 8 0 .119 _ 0 0 0 -.139 469 9 0 .136 0 0 0 -.182 470 10 0 .154 0 0 0 -.23 471 11 0 .171 0 0 0 -.284 472 12 0 .188 -_ 0 0 0 -.344 473 _ _13 0 205.___ 0 0 -.409 474 14 0 -.009 0 0 ___..0 0 _.. .001 475 15 0 .008 0 0 0 .001 476 16 0 .025 0 0 0 -.004 477 17 0 -.051 0 0 0 -A26 478 18 0 -.03-4 0 _ 0 _ 0 ._ -.011 479 19 0 -.017 _ 0_ 0 0 -.003 480 20 0 0 0 0 0 0 481 3 M7 1 0 0 _ 0 __ 0 0 0 482 _ _ 2 0 -.039 0 - 0._ 0 029 48$_. _ 3 0 808 0 0 0 1.829 484 4 0 .77 0 0 0 .639 485 5 0 - .294 0 -- 0 0 -- -,259 486 _6 0 .256 0 0 0 -,674 487 7 0 0 0 _ 0 _ 488 8 0 __,217 .178 0 0 0 _-1.031 -1.329_ 489 9 0 =_444 0 0 0 -1.138 490 10 0 _.4.83 0 0 0 -.439 491 _ 11 00 0 .318 492 12 0 -.56 0 0 1.134 493, 13 0_ _ .556 0 _0 0 0 1.117 4994 14 0 .517 0 0 0 .308 495 15 0 .042 0 0 0 -.173 496 16 0 .003 0 _ _ 0 _ 0 -.207 497_ 17 -0- 0 -.035 0 0 0 -.182 498 18 -.074 _ 0 0 0 -.099 499 19 0 -.454 0 0 0 .349 500 _ 20 0 0 0 0 0 0 501 3 M8 - .__ 1_ 0 .039 0 0 0 0 502 2 0 -.01 _ 0 0 _ 0 014 503 _ 3 0 _.058 0 0 0 .019 504 4 0 -.107 0 0 0 .097 RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 11 A-13 Member Section Forces (Continued) LC Member Label Sec Axial[kl y Shear k z Shear k Toraue k-ft -y Moment k-.. z-z Moment[k-... 505 5 0 -.155 0 0 0 .221 506 6 0 -.204 0 1 0 0 .391 507 7 0 -.252 0 0 0 .607 508 8 0 .332 0 0 0 .47 509 9-_ 0 .284 0 0 .178 510 10 0 __ .235 __.0 0 0 0 -.068 511 11 0 .187 0 0 0 -.268 512 12 0 .138 0 0 0 -.422 513 13 0 .09 0 0 0 -.53 514 14 0 .041 0 0 0 -.592 515 15 0 -.007 0 0 0 -.608 516 16 0 -.056 0 0 0 -.579 517 17 0 -.104 0 0 0 -.503 518 18 0 -.153 1 0 0 0 -.381 519 19 0 -.201 0 0 0 -.214 520 20 0 -.25 0 0 0 0 521 3 M9 1 0 .194 0 0 0 0 522 2 0 .163 0 1 0 0 1 -.131 523 3 0 .133 0 0 0 -.241 524 4 o .102 0 0 0 327 525 5 0 .072 0 0 0 -.391 526 6 0 .041 0 0 0 -.433 527 7 0 .01 0 0 0 -.452 528 8 0 -.02 0 0 0 -.448 529 9 0 -.051 0 0 0 -.421 530 10 0 -.082 0 0 0 -.373 531 11 0 -.112 0 0 0 -.301 532 12 0 -.143 0 0 0 -.207 533 13 0 -.174 0 0 0 -.09 534 14 0 -.204 0 0 0 .049 535 15 0 -.235 0 0 0 .211 536 16 0 .123 0 0 0 .181 537 17 0 .092 0 0 0 .102 538 18 0 .061 0 0 0 .045 539 19 0 .031 0 0 0 .011 540 20 0 1 0 1 0 0 0 0 Member Section Deflections LC Member Label See x rinl v linl z finl x Rotatefradl ml L/v Ratio (n) L/z Ratio 1 1 1 M1 1 1 0 0 0 0 NC NC 2 - 2 0 -.07 0 0 -- 4299.864- - NC 3 3 0 -.128 0 0 2352.093 NC 4 4 0 -.165 0 0 1817.23 NC 5 5 0 -.178 0 0 _ 1684.45 NC 6 6 0 -.166 0 _ _ 0 1804,556 _ NC 7 7 0 -.133 0 0 2253.333 NC 8 8 0 -.086 0 0 3476.018 NC -- 9 - - 9 0 -- -.038 - 0 - 0 _ 7983.144 - - NC 10 10 0 -.003 0 0 NC NC 11 11 0 .004 0 0 NC NC 12 _ 12 0 -.009 0 0 NC NC 13 13 0 -.029 0 0 NC NC 14 14 0 -.045 0 0 6626.294 NC 15 15 0 052 0 F 0 5800.47 NC 16 16 0 -.047 0 0 6451.888 NC 17 17 0 -.032 0 0 9497.711 NC 18 18 0 -.013 0 0 NC NC -- 19 19 0 0 - 0 - 0 - -- NC - NC 20 20 0 0 0 0 __ NC NC 21 1 M2 1 0 0 0 0 NC NC RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 12 A-14 Member Section Deflections (Continued) LC Member Label Sec x linl v finl z finl x Rotatelradl W Llv Ratio (n) Llz Ratio 22 2 0 -A48 0 0 6226.852 NC 23 3 0 -.089 0 0 3357.317 NC 24 _ _ 4 0 -.118 0 0 2534.56 NC 25 5 0 -.132 0 0 2272.383 NC 26 _ _ 6 0 -.129 0 0 2323.037 NC 27 7 0 -.111 0 0 2714,031 NC_ 28 _ _ 8 0 -.079 0 0 3797.028 NC 29 9 0 -.039 0 0 _ 7789.06 NC 30 10 0 -.003 0 _ 0 NC NC 31 _ 11 0 .004 0 0 NC NC 32 12 0 -.009 0 _ 0 NC NC_ 33 13 0 -.029 0 0 NC _ NC 34 14 0 -.045 0 0 6634.587 NC 35 15 0 -.052 0 0 5805.715 NC 36 16 0 -.047 0 0 6456.474 NC 37 17 0 -.032 0 0 9503.317 NC 38 18 0 -.013 0 0 WC NC 39 _ 19 0 0 0 0 NC NC 40 20 0 _ 0 0 0 NC NC 41 1 M3 1 0 0 0 0_ NC NC 42 2 1 0 0 0 0 NC NC 43 3 0 0 0 0 NC NC 44 1 4 0 .003 0 0 NC NC 45 1 5 0 .006_ 0 0 NC NC 46 1 6 0 .007 0 0 NC NC 47 7 0 .002 0 0 NC NC 48 _ _ 8 0 -.014 0 0 NC NC 49 9 0 -.037 0 0 7239.086 NC 50 10 0 -.059 0 0 4435.146 NC 51 11 0 -.077 0 0 3414.56 INC 52 12 0 -.086 0 0 3057.605 NC 53 13 _ 0 -.085 0 0 3095.044 NC 54 14 0 -.074 0 0 3564.176 NC 55 15 0 -.056 0 0 4794.051 NC 56 16 0 033 0 0 8250.151 NC 57 --- - 17 0 ---- 012 0 0 NC NC 58 18 0 0 0 0 NC NC 59 19 0 0 0 0 NC NC 60 20 0 -.002 _ 0 0 NC NC 61 1 M4 1 0 -.005 0 0 NC NC 62 2 0 -.001 0 0 NC NC 63 _ 3 0 -.006 0 0 NC NC 64 4 0 -.05 0 0 __ 7646.044 NC 65 5 0 -.111 0 0 3223.593 NC 66 6 0 -.168 0 0 2096.049 NC 67 7 0 -.205 0 0 1707.007 NC 68 8 0 -.213 0 0 1640.404 NC 69 I 9 0 -.19 0 0 - 1839.866 NC 70 10 0 -.141 0 0 2486.582 4551.072 NC NC 71 11 0 -.078 0 0 72 12 0 -.02 0 0 NC NC 73 13 0 .01 _ _ _ 0 0 NC NC 74 14 0 .009 0 0 NC NC 75 15 0 -.003 0 0 NC INC 76 16 0 -.014 1 0 0 NC INC 77 17 0 0 -.016 -.009 0 0 NC NC 78 18 0 0 NC NC 19 0 0 0 0 NC NC 20 20 0 0 0 0 NC NC H81 1 M5 1 0 -.013 0 0 NC NC 2 0 -.004 0 0 NC NC RISA-3D Version 8.1.0 [PA ... \...\01 Calculations\01 Base Design\stud design.r3dj Page 13 A-15 Member Section Deflections (Continued) LC Member Label Sec x finl v finl z fin] x Rotatefradl tnl L/v Ratio !nl Llz Ratio 83 3 0 .005 1 0 0 1 8747.985 NC 84 4 0 .014 1 0 0 5872.679 NC 85 5 0 .022 0 0 4499.1 NC 86 6 0 .029 1 0 0 3751.528 NC 87 7 0 .033 0 0 3357.519 NC 88 _ 8 0 .035 0 0 3237.161 NC 89 9 0 .032 0 0 3447.43 NC 90 _ 10 0 .023 0 0 4333.039 NC 91 11 0 .005 0 0 8449.893 NC 92 12 0 -.023 0 0 NC NC 93 13 0 -.061 0 0 3242.627 NC 94 14 0 -.106 0 0 1672.656 NC 95 15 0 -.157 0 0 1085.167 NC 96 16 0 -.211 0 _ 0 788.322 NC 97 17 0 -.267 0 0 613.278 NC 98 18 0 -.325 0 0 499.67 NC 99 19 0 -.384 1 0 0 420.89 NC 100 20 0 -.442 0 0 363.423 NC 101 1 M6 1 0 .044 0 0 1746.372 NC 102 2 0 .039 0 0 _ 1966.16 _ NC 103 3 0 .034 0 0 2248.582 NC 104 4 0 .03 0 0 2622.632 NC 105 5 0 .025 0 0 3136.206 NC 106 6 0 .02 0 0 3873.656 NC 107 _ 7 0 .016 0 0 4996.266 NC 108 8 0 .012 0 0 6844.763 NC 109 9 0 .008 0 0 NC NC 110 10 0 .005 0 0 NC NC 111 11 0 .002 0 0 NC NC 112 12 _ 0 0 0 0 NC NC 113 13 0 0 0 0 NC NC 114 14 0 0 0 0 NC NC 115 _ 15 0 0 0 0 _ NC _ _ NC 116 16 0 0 0 0 NC NC 117 0 0 0 _ _ 0 NC NC 118 __17 18 0 0 0 0 NC NC 119 19 0 0 0 0 INC NC 120 _ _._ _. 20 0 0 0 0 INC INC 121 1 M7 1 0 -.003 0 0 NC NC 122 2 0 0 0 0 NC NC 123 3 0 -.014 0 0 NC NC 124 4 0 -. 113 0 0 3103.081 NC 125 5 0 -.25 0 0 1386.336 NC 126 6 0 -.374 0 0 923.626 NC 127 7 0 -.459 0 0 752.031 NC 128 8 0 -.483 0 0 714.79 NC 129 9 0 -.429 0 0 803.916 NC 130 10 0 -.311 0 0 1112.776 NC 131 11 0 -.166 0 0 2088.166 NC 132 12 0 -.04 0 0 8779.761 NC 133 13 14 __0 0 .02 .017 0 0 0 0 NC NC NC___ NC 134 _.___ __ _ 135 15 0 -.006 0 0 NC NC 136 16 0 -.02 0 0 NC _ NC 137 17 0 -.023 0 0 NC NC 138 18 19 0 -.014 0 1 NC NC 139 0 -.002 0 0 NC NC 140 20 0 0 0 0_ INC NC 141 1 M8 _ 1 0 _ 0 0 0 NC NC 142 2 0 .006 0 0 NC NC 143 3 0 .012 0 0 NC NC RISA-31D Version 8.1.0 [PA -A ... \01 Calculations\01 Base Design\stud design.r3d] Page 14 A-16 Member Section Deflections (Continued) LC Member Label Sec x lint v linl z linl x Rotateradl (n) Llv Ratio H Uz Ratin 144 4 0 .017 1 NC NC 145 5 0 .02 0 0 NC NC 146 _. _._-. 6 0 .018 _ 0 _ 0 NC NC 147 _ _ 7 0 .007 0_ 0 NC NC.___ 148 _ 8 0 -.018 0 0 NC NC 149 9 0 055 0 0 3962.104 NC 150 10 0 .095 0 0 2276.972 NC___ 151 11 0 -.134 0 0 1615.45 NC 152 12 0 -.166 0 0 1298.145 NC 153 13 0 .189 0 0 1140.934 NC 154 14 0 -.2 0 0 1080.159 NC 155 15 0 .197 0 0 1097.011 NC 156 16 0 -.18 0 0 1201.828 NC 157 17 0 149 0 0 1448.226 NC 158 18 0 -.107 0 0 2020.007 NC 159 19 0 -.056 _ 0 0 3863.275 NC 160 20 0 0 0 0 NC NC 161 1 1 _._ 1 M9 1 0 0 _ 0 0 NC NC 162 2 0 -.03 0 0 _ 4975.45 NC 163 3 0 -.057 0 0 2557.026 NC 164 4 0 -.082 1 0 0 1780.703 NC 165 5 0 -.101 0 1420.66 NC 166 _ 6 0 -.116 ---0 0 1 0 1228.567 NC 167 7 0 -.124 0 0 1125.556 NC 168 8 0 -.126 0 _ 0 1082.238 NC 169 9 0 -.121 0 0 1083.728 NC 170 10 0 -.111 0 0 1127.727 NC 171 11 -.095 0 0 1221.52 NC 172 _ 12 _0 0 -.075 0 _ 0 _ 1377,471 NC 173 13 0 -.053 0 0 1622.88 INC 174 14 0 -.029 0 0 _ 2004.928 INC 175 _ 15 0 -.005 0 0 2592.05 INC 176 16 0 .015 0 0 3459.879 NC 177 17 0 .033 0 0 4807.719 NC 178 18 0 .049 0 0 7371.208 NC 179 __- 19 _ 0 .065 0 _ 0 NC NC 180 20 0 .081 _ 0 0 NC NC 181 2 M1 1 0 0 0 0 _ NC NC 182 2 0 -.049 0 0 6142.662 NC 183 3 0 -.089 0 0 3360.132 NC 1841 4 _ 0 _ -.116 0 0 2596.043 NC 185 5 0 -.125 _ 0 0 2406.356 NC 186 6 0 116 0 0 2577.938 NC 187 _ 7 0 -.093 0 0 3219.048 NC 188 8 0 _ .06 _ 0 0 4965.74 NC 189 9 0 026 _ _ 0 NC NC 190 10 0 -.002 0 NC NC 191 11 0 .003 0 NC NC 192 12 0 _ -.007 0 NC NC 193 13 0 _ _ -.021 0 F NC NC 194 14 0 -.032 0 9466.134 NC 195 15 0 -036 0 8286.386 NC 196 16 0 -.033 0 9216.984 NC 197 17 0 -.022 0 0. NC NC 198 18 0 -.009 0 0 NC NC 199- -.-_- 0 0 0 0 NC NC 200 -19-- 20 - 0 0 0 0 NC NC 201 _ M2 1 0 0 0 0 NC NC 202 _2 _ _ 2 . 0 -.034 1 0 0 _- 8895.502 _. _ NC 203 3 0 -.063 0 0 4796.167 NC 204 4 0 -.083 0 0 3620.8 NC RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 15 Member Section Deflections (Continued) LC Member Label Sec x linl v firlz linl x Rotate red n Lj�y Ratio n L/z Ratio 205 5 0 -.092 0 0 3246.261 1 NC 206 6 0 -.09 0 0 3318.625 NC 207 7 0 -.077 0 C-L 3877.187 NC 208 8 0 -.055 0 0 5424.325 NC 209 9 0 -.027 0 0 NC NC 210 10 0 -.002 0 0 NC NC 211 11 0 .003 0 0 NC NC 212 12 0 _._ -.007 0 0 NC _. NC 213 13 0 -.02 0 0 NC NC 214 14 0 -.032 0 0 9477.981 NC 215 15 0 -.036 0 0 8293.878 NC 216 16 0 -.033 0 0 9223.534 NC 217 17 0 -.022 0 0 NC NC 218 18 0 -.009 0 0 NC NC 219 19 0-__ 0 0 NC NC 220 20 __0_ 0 0 _ 0 1 0 NC NC 221 2_ M3___ 1 0 0 0_ 0 NC NC 222 2 0 0 0 0 NC _ NC 223 3 0 0 0 0 _ NC NC 224 _ 4 0 .002 0 0 NC NC 225 5 0 .004 0 0 NC NC 226 6 0 .0050 0 NC NC 227 7 0 .001 0 0 NC NC 228 8 0 -.01 0 0 NC NC 229 9 0 -.026 0 0 _ NC NC 230 10 0 042 0 0 6335.923 NC 231 11 0 -.054 0 0 4877.942 NC 232 12 0 -.06 0 0 4368.007 NC 233 13 0 -.06 0 0 ........__-.. 4421.491 234 14 0 -.052 0 0 5091.68 _ _NC NC 235 15 0 039 0 0 6848.644 NC 236 16 0 -.023 0 0 NC NC 237 17 0 -.009 0 0 NC NC 238 18 0 0 0 0 NC NC 239 19 0 0 0 0 NC NC 246 20 0 -.002 0 0 NC NC 241 2 M4 1 0 -.004 0 0 NC NC 242 2 0 0 0 0 NC _ NC 243 3 0 -.004 0 0 NC NC 244 _ 4 0 -.035 0 0 NC NC 245 5 0 -.078 0 0 4605.133 1 NC 246 6 0 -.118 0 0 2994.355 NC 247 7 0 -.144 0 0 0 2438.581 NC 248 8 0 -.149 0 2343.434 NC 249 9 0 -.133 0 0 2628.381 NC 250 10 0 -.099 0 0 3552.26 NC 251 11 0 -.055 0 0 6501.531 NC 252 _ _ 12 0 -.014 0 0 NC NC 253 13 0 .007 0 0 NC NC 254 14 0 .006 0 0 NC NC 255 15 0 -.002 0 0 INC NC 256 16 0 -.01 0 0 INC NC 257 258 17 18 0 0 -.011 -.006 0 0 0 0 NC NC NC _ NC 259 19 0 0 0 0 NC NC 260 20 0 0 0 0 NC NC 261 2 M5 1 0 -.009 0 0 NC NC 262 2 0 -.003 0 0 NC NC 263 3 0 .003 0 0 NC NC 264 4 0 .01 _ 0 0 61389.542 NC 265 5 0 .015 0 0 6427.286 NC RISA-31D Version 8.1.0 [P:\... \... \01 Calculations\01 Base Design\stud design.r3d] Page 16 Wool Member Section Deflections (Continued) LC Member Label Sec x Hint v lint z lInl x Rotatelradl (n) L/v Ratio H L/z Ratio 266 6 0 02 0 0 5359.326 NC 267 7 0 .023 0 0 4796.456 NC 268 8 0 .025 0 0 4624.616 NC 269 _ 9 0 .023 0 0 4924.899 NC 270 10 0 .016 0 0 6190.056 _ NC 271 11 0 .004 0 0 INC INC 272 12 _ 0 -.016 0 0 NC NC 273 13 0 -.043 0 0 4632.324 _ NC 274 _ 14 0 -.074 0 0 2389.509 _ INC 275 15 0 -.11 0 0 1550.238 NC 276 1 16 0 -.148 0 0 1126.175 NC 277 17 0 -.187 0 0 876.112 INC 278 _ 18 0 -.228 0 0 713.814 INC 279 19 0 -.269 0 0 601.271 NC 280 20 0 -.31 0 0 519.175 NC 281 2 M6 1 0 .031 0 0 2494.817 NC 282 2 0 .028 0 0 2808.8 NC 283 3 0 .024 0 0 3212.26 INC 284 4 0 .021 0 0 1 3746.617 INC 285 5 0 .017 0 0 4480.294 NC 286 6 0 .014 0 0 5533.795 NC 287 7 0 .011 0 0 7137.523 INC 288 8 0 .008 0 0 9778.232 NC 289 9 0 .006 0 0 NC INC 290 10 0 .003 0 0 NC INC 291 11 0 .002 0 0 NC NC- 292 12 0 0 0 0 NC _ _ NC 293 13 0 0 _-- 0 - 0 0 _-- 0 INC NC 294 _. _--- 14 0 _ 0 -- NC NC 295 _ 15 0 0 0 0 NC NC 296 1 16 0 0 0 0 NC NC 297 17 0 0 0 0 NC NC 298 18 0 0 0 0 NC NC 299 19 0 0 0 0 NC NC 300 _- 20 0 0 0 0 NC -_ NC 301 2 M7 1 0 -.002 0 0 NC NC 302 2 0 0 0 0 NC NC 303 3 0 -.01 0 0 NC NC 304 4 0 -.079 0 0 4432.973 NC 305 _ 5 0 -.175 0 0 1980.479 NC 306 _ _ 6 0 -.262 0 0 1319.466 NC 307 7 0 -.321 0 0 1074.33 NC 308 8 0 -.338 0 0 1021.128 NC 309 9 0 -.301 0 0 1148.451 NC 310 _ 10 0 1 -.217 0 0 1589.68 NC 311 11 0 -.116 0 0 2983.094 NC 312 12 0 -.028 0 0 NC NC 313 13 0 .014 0 0 _ NC INC 314.. 14 0 .012 0 NC NC 315 _ 15 0 -.004 0 _0 _ 0 NC INC 316 16 0 -.014 0 0 NC INC 317 17 0 -.016 0 _ 0 NC INC 318 18 0 -.01 0 0 NC NC 319 19 0 -.001 0 0 NC NC 320 20 0 0 0 0 NC INC 321 2 M8 1 0 0 0 0 NC NC- 322 2 0 .004 0 0 INC NC 323 3 0 _ .008 0 0 INC NC 324 4 _ 0 .012 0 0 INC NC 325 5 0 .014 0 0 NC 326 6 0 .013 0 0 NC _NC NC RISA-31D Version 8.1.0 [P:\... \...\01 Calculations\01 Base Design\stud design.r3d] Page 17 A-19 Member Section Deflections (Continued) LC Member Lahel Sec x finl v finl z tinl x Rotatefradl (n) Llv Ratio (n) Lh Ratio 327 _ 7 0 , .005._ 0- 0 NC NC 328 _ 8 0 -.013 1 0 _ 0 _._ NC NC 329 9 0 -.038 0 0 5660.148 NC 330 10 0 -.066 1 _ 0 0 3252.818 NC 331 11 0 -.094 0 0 2307,786 NC 332 12 0 -.116 0 0 1854.492 NC 333 13 0 -.133 0 0 1629,906 NC 334 14 0 -.14 0 0 1543.085 _ NC 335 15 0 -.138 0 0 1567.158 NC 336 16 0 -.126 0 0 1716.896 _ NC 337 17 0 -.104 0 0 2068.894 NC 338 1 18 0 -.075 0 0 2885. 224 NC 339 1 19 0 -.039 0 0 5518,965 NC 340 1 20 0 0 0 0 NC NC 341 1 2 M9 1 0 0 0 0 NC NC 342 2 0 -.021 0 0 7107.786 INC 343 3 0 -.04 0 0 3652.895 INC 344 4 0 -.057 0 0 2543.861 NC 345 5 0 -.071 0 0 2029.514 NC 346 6 0 - 081 0 1755.096 NC 347 7 0 -.087 0 0 1607.938 NC 348 8 0 -.088 0 0 1546.054 INC 349 9 0 -.085 0 0 1548.182 NC 350 10 0 -.078 0 0 1611.038 NC 351 11 0 067 0 0 1745.029 NC 352 12 0 -.053 0 0 1967.816 NC 353 13 0 -.037 0 0 2318.4 NC 354 14 0 -.02 -.004 0 0 0 2864.182 NC 355 15 0 0 3702.928 NC 356 16 1 0 .011 0 0 4942,685 NC 357 17 0 .023 0 0 6668.17 NC 358 18 0 .034 0 0 NC _ NC 359 19 0 .045 0 0 INC NC 360 20 0 .056 0 0 INC NC 361 3 M1 1 0. 0 0 0 NC NC 362 1 2 ___ 0 -.112 0 0 2687.415 NC 363 3 0 -.204 0 0 1470.058 NC 364 4 0 -.264 0 0 1135.769 NC 365 5 0 -.285 0 0 1052.781 NC 366 6 0 -.266 0 0 1127.8 88 NC 367 7 0 -.213 0 0 1408.333 NC 368 8 0 -.138 0 0 2172.511 ___ NC 369 9 0 -.06 0 0 4989. 665 NC 370 10 0 -.004 0 0 NC NC 371 11 0 .007 0 0 NC_ NC 372 12 0 -.015 0 0 NC _ NC 373 13 0 -.047 0 0 6435.821 NC 374 14 0 -.073 0 0 4141.433 NC 375 15 0 -.083 0 0 3625.294 NC 376 16 0 -.075 0 0 4032.43 NC 377 17 0 -.051 0 0 5936.07 NC 378 18 0 021 0 0 NC NC 379 19 0_ 0 0 0 NC NC 380 _ 20 _ 0 0 0 0 0 NC NC 381 3 M2 1 0 0 0 NC NC 382 2 0 -.077 0 0 3891.782 NC 383 3 0 -.143 0 0 2098.323 NC 384 4 0 -.189 0 0 1584.1 NC 385 5 0 -.211 0 0 1420.239 NC 386 6 0 -.207 0 0 1451.898 NC 387 E 7 0 -.177 0 0 1696.269 NC RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 18 A 1, Member Section Deflections (Continued) I_C Memhrr I Ahel Sec x finl v finl 7 linl x Rntatefradl !nl I /v Rntin /nl 1 /> Rafin 388 8 0 -.127 ---F 0 - 0 2373.142 11 NC 389 _ 9 0 -.062 _ 0 0 4868.162 1 NC 390 10 0 -.004 0 0 NC I NC 391 11 0 .007 0 0 NC NC 392 _ 12 0 -.015 0 0 NC NC 393 13 0 -.047 0 0 6448.99 NC 394 14 0 -.073 0 0 4146.617 NC 395 15 0 -.083 0 0 3628.572 NC 396 16 0 -.075 0 0 4035.296 NC 397 _ 17 0 -.051 0 0 5939.573 NC 398 18 0 -.021 0 0 NC NC 399 19 0 0 0 0 NC NC 400 20 0 0 0 0 _ NC NC 401 3 M3 1 0 0 0 0 _ NC NC 402 2 0 0 0 0 NC NC 403 3 0 .001 0 0 NC NC 404 4 0 .005 0 0 NC NC 405 _ 5 0 .01 0 0 NC NC 406 6 0 .012 0 0 NC NC 407 7 0 .003 0 0 NC NC 408 8 0 -.022 0 0 NC NC 409 9 0 -.059 0 0 4524.429 NC 410 10 _ 0 -.095 0 0 2771.966 NC 411 11 0 -.123 0 0 2134.1 NC 412 12 0 -.137 0 0 1911.003 NC 413 13 0 -.136 0 0 1934,402 NC 414 _ 14 0 -.119 0 0 2227.61 NC 415 15 0 -.089 0 0 2996.282 NC 416 16 0 -.053 _ 0 _ _ 0 5156.344 NC 417 17 0 -.02 0 0 1 NC NC 418 _ 18 0 -.001 0 0 NC NC 419 19 0 -.001 0 0 NC NC 420 20 0 -.004 0 0 NC NC 421 3 M4 1 0 -.009 0 0 NC NC 422 2 _ 0 -.002 0 0 _ _ NC NC 423 - - - - - 3 0 -- ..----- -.01 0 0 NC --- .. NC 424 4 0 -.079 0 0 4778.778 NC 425 5 0 -.178 0 0 2014.746 NC 426 6 0 -.269 0 0 1310.03 NC 427 7 0 -.328 0 _ 0 1066.879 NC 428 8 0 -.341 0 0 1025.252 NC 429 9 0 -.304 0 0 _ 1149.916 NC 430 10_ 0 -.226 0 0 1554.114 NC 431 11 0 -.125 0 0 2844.42 NC 432 12 0 -.032 0 0 NC NC 433 13 0 .016 0 0 NC NC 4341 14 0 .015 0 0 NC NC 435 15 0 -.005 0 0 _ NC NC 436 16 0 -.022 0 0 NC NC 437 17 0 -.025 0 0 NC NC 438 18 0 -.014 0 0 NC NC 439 19 0 -.001 0 0 NC NC 440 20 0 0 0 0 NC NC 441 3 M5 1 0 -,021 0 NC NC 442 1 2 0 -,007 0 0 NC NC 443 3 0 .008 0 0 5467.491 NC 444 4 0 .022 0 0 3670.424 NC 445 5 0 .035 0 0 2811.938 NC 446 6 0 .046 0 0 2344.705 _ NC 447 7 0 .054 0 0 2098.45 NC 448 8 0 056 0 0 2023.226 NC RISA-31D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 19 A-21 Member Section Deflections (Continued) LC Member Label Sec x in yJim z rin x Rotate rad n Uy Ratio n L/z Ratio 449 9 0 .052 0 0 2154.643 NC 450 10 0 .037 0 0 2708.149 NC 451 11 0 .009 0 0 5281.183 NC__ 452 _ 12 0 -.037 0 0 9662.517 NC 453 13 0 -.098 0 0 2026.642 NC 454 14 0 .__ -.17 0 _ 0 1045.41 NC 455 15 0 -.251 0_ 0 678.229 NC 456 16 0 -.337 0 0 492.701 NC 457 17 0 -.428 0 0 383.299 NC 458 18 0 -.52 0 0 312.294 NC 459 19 0 -.614 0 0.___. 263.056 NC 460 20 0 -.708 0 0 227.139 NC 461 3 M6 1 0 1 .071 0 0 1091,483 NC 462 2 0 .063 0 0 1228.85 NC 463 3 0 .055 0 0 1405.364 NC 464 4 0 .047 0 0 1639.145 NC 465 5 0 .04 0 0 1960.128 NC 466 6 0 .032 0 0 2421.035 NC 467 _ 7 _ 0 _ .025 0 0 3122.666 NC 468 8 0 019 0 0 4277.977 NC 469 9 0 .013 0 0 6419.744 NC 470 10 0 .008 0 0 NC _ NC 471 11 0 .004 0 0 NC NC 472 12 0 .001 _ _ 0 0 NC NC 473 _ 13 0 0 0 0 NC NC 474 14 _ 0 0 0 0 - NC NC 475 _ 15 0 0 0_ _ 0 NC NC 476 16 0 ___. 0 0 0 0 NC NC 477 _. 17 0 0 0 NC _ NC 478 18 0 _ 0 0 0 NC _ NC 479 19 0 0 _ 0 0 NC NC 480 20 0 .001 0 0 NC NC 481 3 _ M7 1 0 -.004 0 0 NC NC 482 2_ 0 0 0 0 NC _ NC 483 _ 3 0 -.023 0 0 NC NC 484 _ 4 0 _ -.181 0 0 1939.426 NC 485 5 0 -.4 0 0 866.46 NC._ 486 1 6 1 0 -.599 0 0 577.266 NC 487 7 0 -.735 0 0 470.02 488 _ 8 0 -.773 0 0 446.743 -.__.._NC NC 489 9_ 0 -.687 0 0 502.447 NC 490 10 0 -.497 0 0 695.485 NC 491 11 0 -.266 0 0 1305.104 NC 492 12 0 -.065 _ _ 0 _ 0 5487.351 NC 493 13 0 .033 0 NC NC 494 14 0 1 .027 0 _0 0 NC NC 15 0 -.01 0 NC NC _495 496 16 0 032 0 0 NC NC 497 17 -.036 0 0 9775.96 NC 498 _. 18 _ _0___ 0 -.023 0 0 _- NC NC 499 19 0 -.002 0 0 NC NC 500 20 Q 0 0 0 NC NC _ 501 3 -_ M8 1 0 0 0 0 NC NC 502 2 0 .009_ 0 0 NC NC 503 _ 3 0 .019 0- 0 NC NC 504 4 0 .027 0 0 7880.1 NC 505 5 0 _ .032 0 _ 0 _6677.177 NC 506 . 6 0 .029 _0 _ 0 7476.242 NC 507 7 0 .011 _ 0 0 NC_____ 508 _ 8 -.029 0 - _ 0 _- 0 7335 052 _NC_ NC 509 ___- 9 _0 0 -.087 0 2476.315 NC - RISA-3D Version 8.1.0 [PA -A ... \01 Calculations\01 Base Design\stud design.r3d] Page 20 A-22 Member Section Deflections (Continued) LC Member Label Sec x fin) v IN z finl x Rotatefradl (n) L/v Ratio (n) L/z Ratio 510 10 0 -.152 0 0 NC 511 11 0 _ -.214 _ 0 0 _1423.108 1009.656 NC 512 12 0 -.266 0 0 811.34 NC 513 13 0 -.303 0 0 713.084 _ NC __ 514 14 0 -.32 0 0 675.1 NC 515 15 0 -.315 0 0 685.632 NC 516 16 0 -.288 0 0 751.142 NC 517 17 0 -.239 0 0 905.141 NC 518 18 0 -.171 0 0 1262.504 NC 519 19 0 -.089 0 0 2414.547 NC 520 20 0 0 0 0 NC NC 521 3 M9 1 0_ 0 0 0 NC NC 522 2 0 -.047 0 0 3109.657 NC 523 3 0 -.092 0 0 1598.141 NC 5241 4 0 -.131 0 0 1112.939 NC 525 5 0 162 0 0 887.912 NC 526 6 0 185 0 0 767.854 NC 527 7 0 -.198 0 0 703.473 NC 528 _ 8 0 -.201 0 0 776.399 NC 529 9 0 -.194 0 0 677.33 NC 530 10 0 -.177 0 0 704.829 NC 531 11 0 -.152 0 0 763.45 NC 532 12 0 -.121 0 0 860.92 NC 533 13 0 -.084 0 0 1014.3 NC 534 14 0 -.046 0 0 1253.08 NC 535 15 0 -.009 0 0 1620.031 NC 536 16 0 .024 0 0 2162.425 NC 537 17 0 .053 0 0 3004.824 NC 538 _ 18 0 .079 0 1 0 1 4607.005 NC 539 19 0 .104 0 0 1 9289,769 NC 540 20 0 .129 0 0 1 NC NC RISA-3D Version 8.1.0 [PA ... \... \01 Calculations\01 Base Design\stud design.r3d] Page 21 March 23, 2012 STRUCTURAL DESIGN CALCULATIONS Delta 8 - 3rd Level Slope Revisions CF r r Bella Cara Dermatologyfi�til'F Spire Job #: 08.223 z r N" Ts 481, 485 & 493 Old Newport BrIJ, Newport Beach, CA 92663 Project Description: LrTY OFN'WFORT8C40H 6UiLp1NO CL'FkHl'MEN7 ANp n'i` n,,°, voiJs7(tIJrU nrraJas orl � U AN{) rT.^M1l 1Mai, CSCFkI'w1r'FirJVG U+r 14AL (r, I, JS�RC.I7YOF rp NFOh7ykg01C C(7A'LY Vuhl r t„ Supplemental Calculations for additional dead load added to ed 1Evell'flefflksuf concrete fill on top of the lightweight concrete over metal deck. (See sheet A2.2i revised drainage sloping and areas where insulating concrete is to be provided.) gRoVESS/04,q C. �iFl F G'. No. S4614 EV. 6 30 13 *SpSTRUCT\03 �P* q� OF CAOF 03/23/12 All 23441 South Pointe Drive, Suite 245, Laguna 1-Ills, Calitornia 92653 Tel: 949.916.3440 Fax: 949.916.3445 www;spi restructures'Com S P.I. RE Roof Loads Sheet: lob: 08.223 Bella Cara Dermatology Calc By: ARC I Date: 03/23/12 1 Unit Loads Superimposed Dead Load SDL Mass Roofing + reroof 5.0 5.0 psf Bare metal deck (model) 0.0 0.0 Steel Framing (model) 0.0 0.0 Fireproofing 2.0 2.0 Insulation 1.0 1.0 Ceiling 2.0 2.0 Mech/Elec 2.0 2.0 Partitions (below only) 0.0 5.0 Misc 1.0 1.0 Total DL 13.0 18.0 psf 3rd Level Loads (Exterior Space) Superimposed Dead Load SDL Mass Membrane 2.0 2.0 psf 3 1/4" LWC o/ 3" Mtl Deck (model) 0.0 0.0 Steel Framing (model) 0.0 0.0 Fireproofing 2.0 2.0 Insulation 1.0 1.0 Ceiling 2.0 2.0 Mech/Elec 2.0 2.0 Partition 5.0 isc 90 90 Total DL 23.0 psf Roof Live Load 20 psf (reducible) Live Load 3rd Level Loads (Interior Space Superimposed Dead Load SDL Mass Flooring 2.0 2.0 psf 3 1/4" LWC o/ 3" Mtl Deck (model) 0.0 0.0 Steel Framing (model) 0.0 0.0 Fireproofing 2.0 2.0 Insulation 1.0 1.0 Ceiling 2.0 2.0 Mech/Elec 2.0 2.0 Partitions (above & below) 0.0 10.0 Misc 9.0 9.0 Total DL 18.0 28.0 psf Live Load (including partitions) 100 psf (reducible) Curtain/Exterior Walls t5 Mechanical Screen/ Parapets 25 psi 100 psf (not reducible) 2nd Level Loads (Interior Space) Superimposed Dead Load SDL Mass Flooring 2.0 2.0 psf 3 1/4" LWC o/ 3" Mtl Deck (model) 0.0 0.0 Steel Framing (model) 0.0 0.0 Fireproofing 2.0 2.0 Insulation 1.0 1.0 Ceiling 2.0 2.0 Mech/Elec 2.0 2.0 Partitions (above only) 0.0 5.0 Misc 6.0 6.0 Total DL 16.0 20.0 psf Live Load 100 psf (reducible) 2nd Level Loads (Balconies) Floor Dead Load SDL Mass Membrane 2.0 2.0 psf 31/4" LWC o/ 3" Mtl Deck (model) 0.0 0.0 Steel Framing (model) 0.0 0.0 Fireproofing 2.0 2.0 Insulation 1.0 1.0 Ceiling 2.0 2.0 Mech/Elec 2.0 2.0 Partitions 0.0 0.0 Misc 6.0 6.0 Total DL 15.0 1s.0 psf Live Load 80 psf (reducible) Partition Live Load 0 psf Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.3440 Fax: 949.916,3445 www.spirestructures.com Sheet: Job: 08.223 Bella Cara Dermatology 2 Calc By: ARC I Date: 03/23/12 ADDCD LoAP5 P7i2oA IN,4 ,�ULATIMCT C 1qc. W qWA J \ � w e � V(;1zN,1GGV-IrrTNlcrcrv�ss Cav�diK A2EA �`577Mh�n 1✓,O°L�7ltME RAN&C AVEk7A6-t,7 4J.'„_ 2„ 1 "l2" .558,R;' O-L3 4C+3 5,. qV-, 316 4% 115,5.943 _Lft la �5 y 7i, ZD f +Z 55.0 _F+3 {244z 7.0 4114'3 2,4742 1 5= I AVEAa i1116KN 5 - 26S7 �z TDTA L Vo&UA . Iw = 55 o 4z4 = W q C u y4 Ntep-1011-) AVE& CONT 064 K F>�-- A J C71= )ly GrCTA7-HIC�'NESS IN I�P�IL�It�JAL. A. D�,�ICz�N Orange County 23441 South Point Drive, Suite 245, Laguna Hills, California 92653 Tel: 949.916.344tD Fax: 949.916.3445 www,spi restru ctu res.com DTII1f CE REWa" 1PMT PEACH IBUJIILDINGa DEPARTMENT olq9- Zoo 'mFlIESE PLANS DOES TO CAYANSiTIRUC1T AN.'r: f /AIPPIROVA IIL COVS R c"MYRUTANICI E T(UITIHI TfY clu OF wfip IfRLYIwSE THE WILE FfFC,,f'F:,, P,U'IHIIN110' Q HDRU NANCES„ KAI IP€r<;MVTTEICSBw4Npq'dSG20LEDADiroYEIRT:, _ _ 4 I SLCEk:,.l'.P::W •r-tt`t �rvnTl/WPCL'TYG x, I I fl! CZSNC'S O G. EDD - T'=------- — F4UALLYSPAC F A g l use ------- Ems' - �J_ �� - hPPR(Y'dAE sp ISSUE x�: DATE. fire• 2 •(°L ., - -STLC_CUMN�RS PER STRUCTURAL DWGS NOTES: 1, REFER TO STRUCTURAL GENERAL NOTES FOR CONCRETE, REINFORCEMENT, EPDXY DOWELS & ADDITIONAL INFO, 2 COORDINATE CONCRETE ENCASEMENT LOCATIONSw/ARCH DWGS, 3. CONCRETE ENCASING SHALL BE 3,000 PSI, NORMAL WEIGHT CONCRETE (145 pcf), MAX SLUMP OF 411, NOMINAL MAX AGGREGATE SIZE OF 1" & WATER-CEMENTITIOUS RATIO OF 0 50 MAX. 4 PLUMBING OR OTHER PIPING THRU ENCASEMENT IS PERMITTED, PROVIDED IT DOES NOT INTERFERE WITH THE REINFORCING. (WRAP PIPING CAST INTO CONCRETE ENCASEMENT WITH 1" FOAM). rT10. 54614 P. 6 30,13 *Sj,SrRUCTUR Q 1ST Ems 1 STRUCTURAL ENGINEERING 23441 South Pointe D, St. 245 ts: 949, 916,3440 Laguna Hills, CA 92653 fax: 949. 916.3445 ww w.s p I r. a t ru u t ure s. c om SHEET TITLE: SECTION A -A PROVIDE V MIN FOAM ALL-AROUND COLUMN STLCOLUMN J U CONC ENCASEMENT AROUND STL COLUMN i-CONC S.O.G. ROUGHEN SURFACE (PER GENERAL NOTES) CONCRETE ENCASEMENT @ W COLUMNS PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-1 SCALE: NONE DATE: 06/20/12 ROUGHEN SURFACE (PER GENERAL NOTES) CMU WALL PP (REINF NOT SHOWN) 12 1%. S4614 p p EX.6 30 13 * q TRUCTUFP\, P�F Cr CAL\ EMB 1 HSS COLUMN PP `#4 CURVED TIE W/ EPDXY EMBED Q+ TO CMU WALL @ EA END 3-#4 EPDXY DOWELS TO CONC S,O.G. BELOW (EQUALLY SPACED) NOTE: SECTION A A 1. SEE NOTES 1, 2 & 3 ON SK-1 FOR ADD'L INFO, HSS COLUMN PP 2�- az-�i-.zs TEt ,om n.y CONC ENCASEMENT i--wax AROUND STL COLUMN W uKO�N��0'�¢ �o`s¢¢¢o�am UI— ¢ 0. wzw— �ai—CC WLo�}O W F-1-}4U�ti Q2 (,� rptacza¢wz i A=z��w Uiiv C N`—,ULL i N W ¢. uJ ti)WI �G1 { ej ly:J - .. k i b UCJ 1OCSO �=)2 w} CLCV = !J ~ ROUGHEN SURFACE (PER GENERAL NOTES) SHEET TITLE: CONCRETE ENCASEMENT @ HSS COL PROJECT: V 1 AII, 1 vL, I BELLA CARA DERMATOLOGY 23441 South Pointe Cr, S(e 245 - let. 949. 916.3440 I ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. Laguna Hills, CA 92653 lax: 949. 916.3445 NEWPORT BEACH, CA 92663 SHEET: SK-2 SCALE: NONE DATE: 06/20/12 C. 1%. S4614 p(p. 8 30 13 0 J � O4JA-I CJD�ab n AmssO-O—r_v U z Omc�aO-1 Op b f�n zm-��zDr�rl�b n m momOO�gyr y yA WZr.A00fJ� Ci Cb] LZ'C'fnLm�Z O z0 -O � [nA�A nGmt.>y O q c� Orn`rc1 r�av rn ^ o� 0 s m� 'I 'MUWALL PP-,\ (f IN NOT SiH0V N) i C n NG & REINF PP —i V"V 11\/IV ( -' LIGHTPOLE FOOTING & REINF PER DET 2/S101 NOTE: 1. SEE APPROVED DWGS FOR ADD'L INFO, LIGHTPOLE FOOTING & REINF PER DET 21S101 _ ROUGHEN SURFACE 4 ? (PER GENERAL NOTES) SHEET TITLE: SHEET: LIGHTPOLE FTG TO CONT FTG @ CMU WALL SK-7 SP R E PROJECT: BELLA CARA DERMATOLOGY NONE Vwawq In ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: 23441 South PSte 245 949,916.3445 Laguna Hills, CAA 9265 fax; ax: 949.916.344www aplreat ru clu re a.com NEWPORT BEACH, CA 92663 10/05/1 CONN PER DET 5/S410 HISS POST PER PLANS S I I I I I I I APPROVAL OF THESE PLANS DN'S NOT CONSTITUTE EXPRLSE OR IMPLIED AUTHORIZATION TO CONSTRUCT ANY FUIIDlNG IN VIOLATION OF OR INCO'JEIST_ NT WI'I U THE ORDINANCES, PLANS, AND POLICIES OF THE CITY CF NEWPORT 6EKH THIS APPROVAL DOES NOT GUARANTEE THAT THESE PLANS ,ARE, IN ALL RESPECTS IN COINPLIANCE WITH CITY, BUILDWG. AND Z01 'C `]TRANCES. PUNS ANO P( IC!F5. THE CITY OF NE'NPOi?T BEACH R ERVEG [HE . I I TD R'E TI �F'N l P6RP' 1 _ETO REVISE THE BUILDING STPIIU U OR IMPRICALLIFINI AUTP01 I-D DY li;F5F h.i Ls BEFOR5, DURING OR AFTER CONSTRUCT ON, IF NECESSH?'I TO COWPLY WITT I THE ORDINANCES, PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH. PERM ITT EE'S ACKNOWLEDGMENT, r ll'AnTllrhlF,"LIGHjWHA(�{T,CONC o/ (SIGNATURE) nr W BEAM PER PLANS I I L3x3xy4 BRACE I I 1 MIN I I I I I SEE DET 51S410 I I FOR CONNECTION KNIFE PLATE PER I I DET 5/S410 I i I NOTE: 1. SEE DETAIL 5/S410 OF APPROVED DWGS FOR ADDITIONAL INFO. 23441 South Paiute Or, Ste 245 tel949.916. 3440 Laguna Hills, CA 92653 lax; 949, 91fi 3445 ww w. s 9 lres l ru c t u re s. c.m E.A. TYP 1Yz" 1PNo. S4614 pip, 6 30 13 *SjqrR!/C19?R * OF Ov SHEET TITLE: ALTERNATE BRACE FOR HSS POST (OPTION 1) PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-36 SCALE: NONE DATE: 04/19/12 I I (L LOW FLUTE MAX 1" OFFSET rvo "(� E.A. @ CONN PER CENTER OF DET5/S410� I I ANGLE �I \ II w L _ (LLV) 1/4 V 2 3Y'LIGHTWEIGHT CONIC of ry" THICK R 3" METAL DECK PER PLANS HISS POST I L PER PLANS j 3 I I 1� IOI 1 1 1/4 co �. 114 I L3x3xY BRACE I I I I SEE DIET 5/S410 1--- t FOR CONNECTION I I KNIFE PLATE PER I DET 5/S410 CITY 0') NEWPO T BEKI1 BUILDING DEPARTMENT APPROVAL OF THE ,IE PLANISI )CES NOT CONSTITUTE EXPRESS OR IMPLIED AU IORIMIYN TO CPN TPLY�ANi BJII DING IN VIOLATION OF OR INCONSISTENT N ITi THE URDINANCL ;, ! I ANS ND POLICIES OF THE CITY OF NEWPORT BEACH. THIS /U' FROVAI DOES NOI1 GCARALII _E THAT THESE PLANS ARE, IN ALL RESPECTS, IN CMIRIIANCF PJITH C Y, B IILDi[ 3. AND ZONING ORDINANCES, PLANS AND POLICIES. T'IE TRY GE NEWPCn, 'FRVES THE RIGII] TO REQUIRE ANY PERMITTLE TO REVISE 1'HE BUILCING S'TRUOTURE OR IMP.ROVEChENT AUTHORIZED BY THESE PLANS STORE, DURING OR 1,FTER CONSTRUCTION, IF NECESSARY TO COMPLY WITH THE ORDINANCES, PLANS AND POLIC165 OF THE CITY OF NEWPORT BEACH. PER6dITTEE'S ACKNON4EDGIvILNT, (SIGNATURE) 23441 South Pointe D[ Sla 245 tal, 949,916. 3440 Laguna Hills, CA 92653 /zx: 949, 916,3445 ww w. a p I re s t r u c t u r e a. c am W BEAM W BEAM PER PLANS PER PLANS (WHERE OCCURS) C. !Jo. S4614 — F,(p, 6 30 13 *sfSTRUCTURP� P* SHEET TITLE: ALTERNATE BRACE FOR HSS POST (OPTION 2) PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-37 SCALE: NONE DATE: 04/19/12 CBMPP WBPPIP STD PIPE SLEEVE 1 /4 w PIPE/CONDUITPASSING 41/4 THRU w STD PIPE wPIPEICONDUIT BEAM SLEEVE oPASSING THRU BEAM -E--MATCH EXTENT OF IRE E V LCL w T F d+tn 'F--j 1' MATCH EXTENT OF �iT �ow9 W PIPE SLEEVE wl WIDTH t, - OFWBMFLANGE(MIN) = v�JL mp,L �W m p� WIDE FLANGE I(nJ w0,-.- u�Sn O Q pU LEI C-J 0. (D _GCJL20 <ii,2 < IA r JaW NOTES: _ - r 1. SEE GENERAL NOTES ON APPROVED STRUCTURAL DWGS FOR ADDITIONAL INFO 2. IF PIPE OCCURS NEAR THE TOP FLANGE OF THE BEAM, THE 3" MIN CLEARANCE SHOVI!N Y 3 Ll APPLIES SIM FROM THE TOP OF THE BEAM TO THE TOP OF THE PIPE SLEEVE.`- 3 OVERSIZE PIPE SLEEVE SIZE Y" MIN LARGER THAN THE PIPE SIZE. O ' oGoaEo� o 4. CUT HOLE THRU WEB OF BEAM TO MATCH OUTSIDE DIAMETER OF PIPE SLEEVE ' (n> 5. PENETRATION THRU MOMENT FRAME STEEL BEAM SHALL NOT OCCUR WITHIN THE RESTRICTED ZONE (SEE APPROVED DRAWINGS FOR LIMITATIONS), _ r 6. PENETRATION THRU ANY STEEL BEAM SHALL NOT OCCUR WITHIN A HORIZONTAL L'i c' DISTANCE EQUAL TO ONE TIMES THE DEPTH OF THE BEAM FROM CONNECTIONS. a <_ < Lo a of 7 SEE SK-43 FOR LOCATIONS OF PIPE PENETRATION THRU BEAMS (5 TOTAL). QROFESSI C. Z o. S4614 pip, 8 30 13 RPP>♦ � � C SHEET TITLE: TYP PIPE PENETRATION THRU STEEL BEAM SHEET: SK-42 Sp f z"-E PROEC BELLA CARA DERMATOLOGY NONE NMEM 23441 Sauth Pointe Dr, Ste 245 tal, 949.916.3440 ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: Laguna Hills, CA 92653 /ax 949 916.3445 www. a"B5"°"a'aa `a NEWPORT BEACH, CA 92663 05/11/12 PIPE PENETRATION THRU BM PER SK-42 � n I 49W IN r; PIPE PENETRATION THRU BM PER SK-42 r n I 7 L k" i Y PIPE PENETRATION THRU BM PER SK-42 y 4 LL <r'3 m. di 12 I Y F:ILi70f2 AfOl 'q.,�s. c. bil p F Er"XRENCE�(- 2 r- f) ....-, _ �(r E J I - 'u' Y1s 4 v4 P C J C. • Q U s Iry • R O QRO7fESS/0 a , -� � to .- — ,•„.,�-,a�,_ «-.-,,.,..- ... o. 54814 '� IXPHA . 6 30 13 , *SpSTRUCNRP� Q PIPE PENETRATION OF CAL1 THRU BM PERSK-42 �" Y eT FLo0R LAPIN A,s REFERENCE FP-03 C2 SHEET TITLE: SHEET: FIRE SPRINKLER PIPE PENETRATION LOCATIONS SK-43 S 1 L'L PRa�E�T. BELLA CARA DERMATOLOGY NONE m 23441 south Pint, Or, Sta 245 W: 949, 9,63440 ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: Laguna Hills, CA 92653 A,,,. 949, 9, 63445 www'°"e5"°"0f89.`°m NEWPORT BEACH, CA 92663 05/11/12 L4x4xyx1'-6" TYP y" GUSSET R TYP 1"(P EPDXY ANCHOR (ASTM A36 ALL-THD ROD) TYP (4 TOT) p EACH GUSSET R TYP A NOTES: 1, SEE APPROVED DWGS FOR FOR PLANS, GENERAL NOTES & ADDITIONAL INFO 2" -ZL 2. REFERENCE DETAIL 2/S450, TYP TYP a r EPDXY ANCHOR TYP V 0 (E) GUSSET R TYP o z Ho ,w _ r 0(E) TYP 1/4 =nr.> ,o-w'= HSS10x10 COL r z c .L mz o�� wins �2 O �� I— ZI-p QRI- �(E) BASER W z P"'m ' � uoR r TYP 1/4 � TYP 2 F L ' 7 w Au. PLAN VIEW (a) BASE PLATE (E) GUSSET R TYP I. (E) EPDXY ANCHOR EPDXYANCHOR I TYP (4 TOT) 1y" NON -SHRINK -GROUT (NSG) TYP d NSG (E) HSS COL' 14 VU O C CC (E) BASE R N GUSSET R 1YP0 (N) L44 TYP rf ' ' C. 'No. S4614 p(p, 6 30 13 *Sjq TRUCTURP� P* SECTION A -A SHEET TITLE: SHEET: MODIFICATION TO ANCHORAGE @ STAIR #2 COLUMN SK-44 S p f L PROJECT: BELLA CARA DERMATOLOGY NONE 11mmmm"winnim 23441 Soufb P,,maa Cq Sla 245 (al: 949,916,3440 ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: Laguna Hills, CA 92653 fax' 949.916 3445 W W W.`P"B$ryot 'r. am NEWPORT BEACH, CA 92663 05/16/12 n:i�>rsaar O a._cv ��rrr�A zoi \ o a ( z NOTES: 1. SEE APPROVED DWGS FOR ADDITIONAL INFO, 2. REFERENCE PLANS ON SHEET S21O. , H$6�X SG \ \ , I ( F F \ v n ? { L) 1T O A ' a 1/4 _ PEN�ER PIPE @ HSS TYP 3" (p STD PIPE Zvi= L.if of ma Jr� (n�o 1/4 / ;OOS125-33 @ 16"oc TYP !- #12 SMS @ 24"oc TYP 412 SMS @ EA STUD -YP iOOT125-33 TYP ISS6x6 SECTION A -A 23441 South Pointe Dr, Sta 245 lel: 949.916..3440 Laguna Hills, CA 92653 fax; 949.916, 3445 w w W. a a l re a t r u c I. re a.c o in HSS6x6 COL PP PARTIAL FRAMING PLAN @ 2ND LEVEL c Z CENTER HSS @ WEB OF W12 BM SHEET TITLE: SAIL FEATURE WALL SUPPORT @ 2ND LEVEL PROJECT: METAL STUD WALL (S.A.D.) �No. S4614 �gEXP. 6 30„13 *� OF CALRPY"� BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-45 SCALE: NONE DATE: 05/17/12 NOTES: 1. SEE APPROVED DWGS FOR ADDITIONAL INFO. 2. REFERENCE PLANS ON SHEET S220, A c! 9"o' 0 rd M I'a 111r, 1 Z'o x 1/4 F. 1/4 0 �a"� > 114 PIPE @ HSS TYP HSS6x6 nu r X(� STID PIPE PP w HSS6x6 COL 600S125-33 @ 16"oc TYP METAL STUD WALL (S.A.D) 2- #12 EMS @ 24'oc TYP 2- #12 SMS @ EA STUD TYP gtjl 60OT125-33 TYP A HSS6x6 SECTION A -A S 23441 South Pointe D,, Ste 245 tel: 949,916.3440 Laguna Hills, CA 92653 W: 949.916,3445 wwwspirest ... t ... s..,,at RTIAL FRAMING PLAN @ 3RD LEVEL c 12 SHEET TITLE: v f!I o. EXP. 6 30 13 Ar ,c ,d n- OF SAIL FEATURE WALL SUPPORT @ 3RD LEVEL PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-46 SCALE: NONE DATE: 05/17/12 600t125-33 -STUD (S.A.D.) I 5X'o L3x3xy NOTES: 1. SEE APPROVED DWGS FOR ADDITIONAL INFO. 2. REFERENCE PLANS ON SHEET S230. W14 ABOVE HPPSS6x6 COL 2412SMS@EASTUD i iia TYP L3x BRACE & CONN (WHERE OCCURS) — J L3x -#12 SMS @ 16"oc TYP - HEADER (S.A.D.) - 600S125-33 @ 16"oc TYP SECTION A -A SPIRE W16ABOVE PARTIAL FRAMING PLAN A ROOF c Z SHEET TITLE: SAIL FEATURE WALL SUPPORT @ ROOF PROJECT: HSS6x6 PP �No. S4614 - EXP, 6 30 13 *Sy,STRUCTURP��P/�* OF CAl-1E& BELLA CARA DERMATOLOGY 23441 South Pointe Or, Ste 245 - te1: 949, 9163446 I ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. Laguna Hills, CA 92653 Anc 949,916.3445 wtww.s ="°°teas..°m NEWPORT BEACH, CA 92663 SHEET: SK-47 SCALE: NONE DATE: 05/17/12 -_ ONa, S4614 gEXP. 6 30 13 OFZn V 1/8 EYEBROW CANOPY PER SK-2 CITY OF NEWPORT 10VAL OF THUSE PIANS DOES NOT CONSTITUTE EkPP.F^S OR IMPLIED i0i1,-4-ION i'0 CON31'RUC;( ANY BULT,1ING N Vh'LROON f I !(;C)hl !<l'ENr i 1"Fi i RC.I`+LaNf",fi"a' P44eiS, .ANO PO L'lhli CF 71 IF_ CITY "7F Pv V/i h'' SFd�(:N. TI-li6 7- Oc. rJ01 GUARANTEE Iri �T TrFSG PiANe lR9, i'V A 4 �T �1 1-1 rr- WIPI CI"tV I,,'[ lli DING, AND 7C' INI'd CHUINFl NC[ES1,,' rrN / i0A79t,"k .F-7Hf=B(i CRYOF N]'i^lRr GBEACH IIURE OF�kIN'PD tviFtlC/\DI-1A v, (E)C12 BM) ARE, DURING OR AFTER CONSTRUCT!OIV, IF NECF.26ANY TO COCJIhLY WITH THE NANCES, PUNS AND POLICIES OF THE CITY OF NEWPORT BEACH ACKNOWLEDGEMENT. 23441 South Pointe Dr, Ste 245 tel: 949.916,3440 Laguna Hills, CA 92653 fax: 949.916.3445 ww w. s p i re s t ru c t u re s. c om CASE B- (EYEBROW CANOPY @ BOTTOM OF (E) C12 BM) SHEET TITLE: NOTES: 1. SEE APPROVED STRUCTURAL DWGS FOR GENERAL NOTES & ADDITIONAL INFO. 2. REFERENCE SKETCH SK-2 FOR ADD'L INFO. 25OT125-33 TRACK IN LIEU OF BLKG PER SK-2 (E) C12 BM EYEBROW CANOPY CONNECTION @ C12 BEAM PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SC NONE DATE: 05/21 /12 1PNo. S4614 EXP. 6 30 13 OF CALRP� STANDING SEAM ROOF FINISH (S.A.D.) 250S125-33 BRACE @ 48"oc MAX 2- #12 SMS TYP SHEET METAL (S.A.D.) TYP 250S125-33 @ 16"oc MIN TYP GUTTER (S.A.D.) 2- #12 SMS TYP #12 SMS NS & FS @ EA HORIZ STUD TYP NOTES: 1. SEE APPROVED STRUCTURAL DWGS FOR GENERAL NOTES & ADDITIONAL INFO, 2. REFERENCE DET 10/A8.2 FOR ADD'L INFO. #12 SMS NS & FS @ EA STUD TYP CITY OF NEWPOHT B'=ACH BUILDING DEPAR'PAENT MIN 0.157" (PHILTI X-U SHOTPIN @ 16"oc TYP (E) W BM TYP SMS NS & FS @ EA STUD TYP 'TRACK 40OS125-33 STUDS @ 16"oc 250T125-33 LEDGER wl 2- #12 SMS TO EA STUD TYP APPnnvAI, OF THESE PLANS DOES NOI CONSTITUTE GX6i3E ; OH IMPLIED A,c t r ION Ti C,ONSIRIH. R ANY BUILDING tIl V1013'rON i7F OF 141 C PI3I' ENT VJ:"f' I I^I)IPdAi' r ^ (i�'M:I AND f ' - OF I HE CITY OF PJFV 4..RT B J -1. THIS Apt AL ��OFS NCif ��)AAAI fP INAT �THTSE RANH AriE IN AI1, Rl u L U IN C;O Ipl I.,L--. tiJi n Il'/, 3LnLDII, A.ND ZONING ORDINANCES PLANS AND O.ICIES TL" Y n NE`A (C 'I PEACH Id _'SFHVES THE FLIGHT TO REQUIRE ANY PF Itu i r£E. TO Sic F 1�_ f.(i7l nit S'TFIUCTUHE OP IMPROVEMENT AUTHORIZED 9Y —her PLANS P ., DURING O i AFFF?H GO^JSTRUCIION. IF: NEGC uSAHY TO COMPLY WI"fl4 THE Or.:,r �c,ANCE3, PLANS ANG POLICIES OP THE CITY OF NE.WPORT BEACH FF`VA;TTEES ACKNOWLEDGEMENT. (SIGNATURE) SHEET TITLE: p SOFFIT @ ROOF EAVE & GUTTER AT OVERHANG S J6Lm E PROJECT: BELLA CARA DERMATOLOGY O ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. 23441 Hill, Pointe65 St. 245 tel: 949.916.3445 Laguna Hills, CA 92653 tax : B4B.91fi.3445 www.spirestructures.com NEWPORT BEACH, CA 92663 w- K-49 Qiwk m DATE: 05/31/12 APR f W Tr. ONo. S4614 — p�p, 6 30 13 *�ajq.S�TRUCNRP�P�* OF- CALF .T PER DETAIL TYP CITY O{ j§E(&3FACIh1 D,UILEI No DEPARTMENT CASE BI �F iI %T4�HRY N T 001STITUTE EXPRESS PpTLT�RU LOWER ON TO FIRPER r, VTE,I IN( III-! VIOLATION OF OR II�CQM9i'I��ENr JINANCI I I ANC,A t ui ; OF THE CITY OF NFWPORT K N. HIS OES NOT CJARANI EI. THAT THESE f AIDS ARE, IN ALL RESPECTS, IN '.)9TH CITY, BUILDIN3. AVID ZONIIJG ORDINANCES, PLANS AND POL.ICIEC T III F A°Ii GI - EEATH RUF Olt I, I IIE RIGI IT W RILOUIRI'. ANY PEPMITTEE TO RF,iI EUIILIIv : 'iU(� FUR R 4I-.'.OVI kit NT AUTIIORI7 D R TI ESE PLANS S._� i 'E, D-31>I[ k AFT ER CCV;TRUCT ION, iP Nr ESSARY TO COMPLY WITII 'rI1E .]of): INC, IS, AND POLICIES PE F,F1ffTEE'SACKNOWLEDGMENI _ _—,—.—_— (SIGNATURE) 5:-pKTMENT SIGNATURE _— DATE_ cennlNG--.__—.--- .— Pl :pEIIJG ----- — —' F;';n_I- — — -- APPROVAL TO ISSUE — V REFERENCE DET 6/SW3.0 STRUCTURAL WINAIIIIIIIN�G 23441 South Pointe Dr Ste 245 tel949.916,3440 Laguna Hills, CA 92653 fax 949, 916,3445 w w w. s p l re s t r u c to re s.com INVIC I CASE C: BOLT BETWEEN FLUTES NOTES: 1. PROVIDE FULL BEARING WIDTH ON BOTTOM FLANGE. Z SEE PLANS AND EQUIPMENT DETAILS FOR LOCATION, SHEET TITLE: SHEET: ALTERNATE WASHER FOR TYPICAL THRU BOLT SK-50 PROJECT', SCALE: BELLA CARA DERMATOLOGY NONE ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: NEWPORT BEACH, CA 92663 06/07/12 i y yr Jy m� r ma p (J < 7i jtu � ain Cr , r%I IrITGfI r m SG y <�c,'�ue n Il lro ru rYl OInd_, X . v>rn'I4 4 zo NOTES: 3 1. THIS DETAIL IS PROVIDED AS AN ALTERNATE TO THE CONNECTION SHOWN ON 41SW3.0 TO THE DECK. V3. 2. SEE APPROVED DRAWINGS FOR ADDITIONAL INFO. 3. SEE ALSO SKETCH SK-52, (E) CONC o/ x STL DECK I I u (E) W BM METAL STUD PP X" MIN CAUTION! DO NOT INSTALL SHOTPINS INTO RESTRICTED ZONE OF MOMENT FRAME BEAMS 4GA MIN (LLV) PROVIDE 2-0.157" q) HILTI X-U SHOTPINS (CTRD IN HORIZ LEG OF ANGLE) TO BOT FLANGE OF (E) W BM (IN LIEU OF EXPANSION ANCHORS PER 4/SW3.0) 60OS125-54 BRACE @ 1 48"oc wl4 412 SMS EA END 1 1 MIN I i f-2-#12SMS EASTUD / 600T125-33 CONT wl2-#12 SMS Cp I�// @ EA L6x3 ANGLE �O eRpFESS/p�� C. lye. F L L6x3xl4 GSA (MIN) xl'-4" @ 4�(LLH) G, Z o. S4614 STOREFRONT AND CONN E p, 6 30 13 BY OTHERS * S REFERENCE DETAILS 1 THRU 7 11 OF A R ON SHEET SW3.0 jj- STRUCTURAL ENGINEERING In 23441 South Pointe Dr, Ste 245 let949,916.3440 Laguna Hills, CA 92653 fax 949,916.3445 w.a9,ra,i,ucwrae.�om SHEET TITLE: SHEET: STL STUD BRACE OPTION TO BOT OF (E) W BM SK-51 PROJECT: SCALE: BELLA CARA DERMATOLOGY NONE ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: NEWPORT BEACH, CA 92663 06/12/12 0 4 3 NOTES, 1. THIS DETAIL IS PROVIDED AS AN ALTERNATE TO THE CONNECTION SHOWN ON 4/SW3.0 TO THE DECK. 2. SEE APPROVED DRAWINGS FOR ADDITIONAL INFO 3. SEE ALSO SKETCH SK-51. (E) CONC o/ STL DECK a - n L6x3x14GA CAUTION! MIN DO NOT INSTALL SHOTPINS INTO RESTRICTED ZONE OF MOMENT FRAME BEAMS, METAL STUD I PROVIDE 2-0.15TO HILT[ X-U SHOTPINS PP I (CTRD IN LEG OF ANGLE) TO WEB OF (E) W BM (IN LIEU OF EXPANSION 1 MIN ANCHORS PER 4/SW3.0) W BM REFERENCE DETAILS 1 THRU 7 ON SHEET SW3.0 23441 South Pointe Or, Ste 245 tel: 949. 916.3440 Laguna Hills, CA 92653 lex. 949,916. 3445 w w w. s p I re s t ru e t u to s. c om 600S125-54 BRACE @ 48"oc w/ 4-#12 SMS EA END 2-#12 SMS EA STUD 60OT125-33 CONT w/ 2- #12 SMS @ EA L60 ANGLE L6x3x14 G�MIN) x1'-4" @ 448""ooe (LH) `STOREFRONT AND CONN II BY OTHERS SHEET TITLE: ,94o. S4614 Exp. 6 30 13 '*�,pjq,S�TRUCNRP�P�* OF CAI1C� STL STUD BRACE OPTION TO SIDE OF (E) W BM PROJECT: BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SHEET: SK-52 SCALE: NONE DATE; 06/12/12 600T150.33 w/ 2- #12 SMS INTO EACH LOW FLUTE (ENGAGE 3 FLUTES MIN PER BRACE) L6x3xl4GA MIN (LLV) 600S125.54 BRACE @ 48"oc wl4- #12 SMS EA END CAUTION! DO NOT INSTALL SHOTPINS INTO RESTRICTED ZONE OF MOMENT FRAME BEAMS. S TO LOW FLUTE OF ROOF DECK I I SEE DETAIL 8ISW3.0 FOR ANGLE & CONNECTIONS 1 L 1 MIN NOTES: 1. DEPENDING ON LOCATION OF (E) W BM RELATIVE TO STUD WALL, THE ANGLE SUPPORT PER 8/SW3.0 MAY OCCUR ON OPPOSITE SIDE OF WALL THAN SHOWN. 2. THIS DETAIL IS TO BE APPLIED AS A TYPICAL DETAIL AT ALL SIMILAR LOCATIONS ON 3RD LEVEL STL STUD WALLS. 3. JIRMWMWHM10TLINFO. I.- 4or- n ,AL�PA%ET3QWsK164. CONS ITT F;< S OR IMPLIED IED METAL BE W BM L J}J I I STOREFRONT BY OTHERS �II I �I. (E) STL DECK -2- #12 SMS @ 32"oc MAX 1" i!l4E,r`.d` " iN AND POU01ES OF THE Ci OF NF! O`u t ,h,C !'!SS ( lgq L t71 o NUT ul 1RAI ,'I[--E THAT THESE PLAN APT:, IN Ali.. N SIC P I\ tle AN) Pi.l-!Es I I` I ILIAE 4i H CITV BUIi C INO AND ZONING OPoUIIV 6ITY OF N POR'r BF ACH HE E VI r MT. lGH F 10 RSO,U R ANSEE DETAILFT6/SW3.1 FOR KNEE WALL i SV — ^ N E: 1IIE BUILDING 1 r{I ,TURF OH IMPROVEMENT AU FI,c-w-1E BY 1 �C'i�p` gptTION (WHERE OCCURS) )-E, DURING OR A TEH (,O,',jSTRuc FIOht, IF NEO W ,NQES, PLANS AND POLICIES OF T'FIF_ CI'iY OF NEWPOITT 6r_NLH r eIITTFE'S ACKNOWLEiDOEMEN'F: ( SIGNA1TiD6 ANPNOVP.I. TO ISSU- DATE Cl.[p r F�r Et I QROF ESS /pN %" cp E.A. wl WASHER @ 24"oc C, �F 600T125-33 TYP G 2- #12 SMS EA STUD TYP o. S4614 z m (E) CONC o/ STL DECK Exp. 6 30 13 (ORIENTATION AS OCCURS) UCT* P' I I q� Q d a OF CAU I A I SHEET TITLE: 3RD LEVEL BRACED WALL AT WINDOWS S p fE PROJECT ml ADDRESS 23441 South Pointe Dr, Ste 245 1.1. 949.916.3440 Laguna Hills, CA 92653 (ex. 949.916.3445 ww w. s p l re st ru c t u re s. c om (WALL PERPENDICULAR TO ROOF DE( BELLA CARA DERMATOLOGY 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 `SEE NOTE 1 NONE DATE: 06/07/12 3- #12 SMS TO LOW FLUTES OF ROOF DECK L6x3xl4GA MIN (LLV) 60OS125-54 BRACE @ 48"oc w/ 4- #12 SMS EA END CAUTION! DO NOT INSTALL SHOTPINS INTO RESTRICTED ZONE OF MOMENT FRAME BEAMS. (E) W BM `(E) STL DECK — — J 2- #12 SMS @ 32'bc MAX I I- H�SEENOTE1 SEE DETAIL 8/SW3.0 FOR - ANGLE & CONNECTIONS 1� 1 1 MIN NOTES: 1. DEPENDING ON LOCATION OF (E) W BM RELATIVE TO STUD WALL, THE ANGLE SUPPORT PER 8/SW3.0 MAY OCCUR ON OPPOSITE SIDE OF WALL THAN SHOWN. 2. THIS DETAIL IS TO BE APPLIED AS A TYPICAL DETAIL AT ALL SIMILAR LOCATIONS ON 3RD LEVEL STL STUD WALLS. 3. SEE APPROVED DRAWINGS FOR ADDITIONAL INFO. 4 SMAESIDWKETURV&ILDING DEPARTMENT METALSTUD PP I I STOREFRONT BY OTHERS �I J j. v)U;{; AIIt1N 'YO';L) @STFIIJGT ANY ;kIh-DING IN VIOI.N}"ION Of G i II C,INSFSIkNi iI'-E.IAN AND POICISO'FTHE SING NFVCRI Pt ACTHIS ' VP0 DOES N07 UARANILE THAT EHISF PLANS ARF N A IL W { t RIiLrINPAND ZONING ORDINANCES, PInr4I} 5lSW3.1 FOR KNEE WALL Iv) 1 +ir or}r 'PA RF cERA t- i MO IT TO KO IR ANY rE QONSTRWrTION (WHERE OCCURS) 11 { '1- 9l h L. i RIl01i.l3E. OR IMFOV EMhNI All NORR i 6Y f' � _ _ PLANS IF, f'I Cln, F lP r{ .OP'S}'RIL fi01V, IF NECESSARY W GOMPDi WiiCH �(HE U iJFttJ(I s i4NsAND POLICIES OF}SIE CRY OF NEWPORIBEACH I I E I:^TiFF'S AC'ECNOWE.FDGEMENT:(SIGNATURE) E.A. w/ WASHER @ 24" oc bI 600T125-33TYP G m 2412 SMS EA STUD TYP o. S4614 Z A (E) CONC o/ STL DECK EXP. 6 30 13 (ORIENTATION AS OCCURS) I * STRUCT�IRP� �q� OF CAL\F��\P 4 a I -1- 23441 South Pointe Dr, Ste 245 tel: 949.916.3440 Laguna Hilla, CA 92653 lax. 949.916.3445 www.s p lrestructu r es.com 0 F SHEET TITLE: 3RD LEVEL BRACED WALL AT WINDOWS PROJECT: (WALL PARALLEL TO ROOF DECK) BELLA CARA DERMATOLOGY ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. NEWPORT BEACH, CA 92663 SK-54 NONE DATE: 06/07/12 CAUTIONI DO NOT INSTALL SHOTPINS INTO MIN RESTRICTED ZONE OF MOMENT FRAME BEAMS. 2-#12 SMS EA STUD 20 GA SLIP TRACK (E) W BM PROVIDE 0,157"rp HILTI X-U SHOTPIN @ 48"oc MAX FULL -HEIGHT METAL STUD PP (LOCATION MAY VARY) CASE B: (TOP OF WALL CONNECTION TO (E) W BM) NOTES: 1. THIS DETAIL IS TO BE APPLIED AS A TYPICAL DETAIL AT ALL SIMILAR LOCATIONS ON 3RD LEVEL STL STUD WALLS 2. SEE DETAIL 19/SW3.1 FOR WALLS PARALLEL TO DIRECTION OF ROOF DECK (DECK FLUTES IN SAME DIRECTION AS TOP TRACK), 3. 0157" cP HILTI X-U SHOTPINS @ 24"oc MAY BE USED IN LIEU OF EXPANSION ANCHORS AT SILL FOR INTERIOR WALLS NOT EXPOSED TO WIND, 4. SEE APPROVED DRAWINGS FOR ADDITIONAL INFO. r o. S4614 Z pyp, 6 30 13 *� gS�TROCNRP�* CF CAO P 23441 South Pointe Dr,, Ste 245 fel: 949,916,3440 Laguna Hills, CA 92653 fex 949,916.3445 ww w.splre structure s.com 20 GA SLIP TRACK H ui r V 8"1) E.A. w/ WASHER @ 24"oc 600T125-33 TYP � 2-#12 SMS EA STUD TYP (E) CONC o/ STL DECK (ORIENTATION AS OCCURS) —(E) STL DECK 2-#12 SMS @ 32"oc MAX METALSTUD PP rn o n p [Y CASE A: (FULL -HT WALL PERPENDICULAR TO DIRECTION OF ROOF DECK) SHEET TITLE: 3RD LEVEL FULL HEIGHT WALL SHEET ALTERNATE DETAILS SK-55 PROJECT: SCALE: BELLA CARA DERMATOLOGY NONE ADDRESS 481, 485 & 493 OLD NEWPORT BLVD. DATE: NEWPORT BEACH, CA 92663 06/07/12 FLUTE �1 VDPAR11 MIN CITY OF NEWPORT GEACI-I BUIL APPROVAL OF THESE PLANS DOE.° NOT CONSTITUTE EXPRESS OR IMPLIED AUTHORIZATION TO CONSTRUCT Mr BUILDING IN VIOLATION OF OR INCONSISTENT WITH THE ORDINANCES, PLANOAND POLICIES OF THE CITY OF NEWPORT BEACH, THIS APPROVAL DOES NOT GUARANTEE !HAT TKSE PLANS ARE, IN ALI. RESPECTS, IN COMPI IANCE WITH CITY. BUILDING. AND ZONING ORDINANCES, PLANS AND POLICIES, 1TIE CITY OF NEWPORT BEACH RESEi:VES THE RIGHT TO REQUIRE ANY IPERMITTEE TO REVISE THE BUILDING STRUCTURE OR IMPROVEMENT AUTHORIZED BY THESE PLANS BEI=ORE, DURING OR AFTER CONSTRUCTION, IF NECESSARY TO COMPLY WITFI'rFIE ORDI@ANCES, PLANS AND POLICIES OF THE CITY OF NEWPORT BEACH. PEI4MITTE'SACKNOWLEDGMENT. __ _ (SIGNATUREI REFERENCE DET 4/SW3.0 STRUCTURAL E.NGIN EERING 23441 South Pointe Dr, Ste 245 ha: 949.916,3440 Laguna Hills, CA 92653 fax 949,9163445 w w w. s p l re s t r u c t u re s. c om (E) CONC o/ STL DECK y" 1) E.A. CTRD IN LEG TYP (2 TOT) '�1L6x&14G� J(LLV) MIN SMS BRACE PER DETAIL °J0. S4614 EXP. 6 30 13 '*SgSTRUCTURP� P* or SHEET TITLE: REVISED TYPICAL BRACE TOP CONN DETAIL SHEET: SK-56 PROJECT: SCALE: BELLA CARA DERMATOLOGY NONE ADDRESS: 481, 485 & 493 OLD NEWPORT BLVD. DATE: NEWPORT BEACH, CA 92663 06/07/12 m 'p CJTf.7'p0 'v OrbAtiC�b S,�➢D K � �1 m-m m Amrrizpv-cv 'a'hb mZT'9 .TOTGm-�VZ.-1V bsZ frt�y � ➢�mK��SA� ]DDAaom -ml no--��om�r^tib RI �0 UJ y W'J ml O.TpJ'�p <tn Cb] TZC�SOOOT -I p 2 GJ CJ v' StnD-1 -1 '� y �O.2pp ZpOpr^ O w AG)�-ymi>vJ TI I,re pw6{ �UJ9 m 2 2 Oyi �jZ T1 Z,ITy C lT Ulm[n ~ A . m oc p ZOO K n 2-412 SMS EA STUD ,> 600T125-33CONTw/2-#12SMS @ EA L6x3 ANGLE DpC o L6x3xl4 GA( J) xl'-4" 48"oc (LLH) 0c m i META��1'U©"yVAE2 Gm ' `RER DETAIL ,7 - m _ STOREFRONT & CONN BY OTHERS I I I QgOFESS/p� C. o. S4614 z m p(P• 6 30 13 REFERENCE DETAILS 1 THRU 7 OF CALR ON SHEET SW3.0 SHEET TITLE: SHEET REVISED STOREFRONT TOP CONN TO WALL SK-57 pS fzl.-E PRO ECT. BELLA CARA DERMATOLOGY NONE 5momium 23441 Soafh Polnfa Cr, S1e 245 W. 949. 916,3440 ADDRESS, 481, 485 & 493 OLD NEWPORT BLVD. DATE, Laguna Hills, CA 92653 fsx 949.916.3445 www spiraa`r°"°ra= `°m NEWPORT BEACH, CA 92663 06/12/12