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10-0329 (SOTB)IIIIIIIilllllllllllllllll 02 IE P.O. BOX 1504 �^� - - — % VOICE (760) 777-7012 78495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 77777153 BUILDING PERMIT Date: 5/24/10 Application Number: 10-00000329 Owner: Property Address: 44425 ADAMS ST CITY OF LA QUINTA APN: 604-162-021-W -23269 - P O BOX 1504 Application description: STRUCTURES OTHER THAN BUILDINGS LA QUINTA, CA 92253 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 9962 y°k &y Contractor: 1 Applicant: Architect or Engineer: JM SLOVER INC OF(A 1630 LOTUS ROAD "` ' Ai1r•�E 4��FTi� PLACERVILLE, CA 95667 ` Pr (530)621-4815 N l LiC. No.: 615956 ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed and provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Busine of s s Code, and my License is in full force and effect. License Class: C27 License No.: 615956 � G ate: � Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. - 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. , BAP.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: Lender's Address: ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier SOUTHERN INS CO Policy Number WSIO01010302 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to becthe workers' compensation laws of California, and agree that, if I should cometo the the compensation provisions of Section 700�� a Labor C:20ithcomply with those provisions. /Date: �2 plicant: WARNI F ILURE TO SECURE WORKERS' COM PENSAfT6#iCOVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is cor Qct. I agree to comply with all city and county ordinances and state laws relating to buildi onstru ereby authorize representatives of this ounty ent%pon the above -mentioned prop fo ins ti urposes. ate: J Sig ure (Applicant or Agent): .21 LQPERMIT Application Number . . . . . 10-00000329 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 00 Plan Check Fee .00 Issue Date . . . . 5/10/10 Valuation . . . . 9962 Expiration Date . . 11/06/10 ---------------------------------------------------------------------------- Special Notes and Comments 2 SHADE CANOPIES AT ADAMS PLAYGROUND. 18 FT X 20 FT X 12-17 FT HGT; 30 FT LEG TRIANGULAR X 12-17 FT HGT. PER ENGINEERED DESIGN.2007 CBC. Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .60 .00 .00 .00 Grand Total .00 .00 .00 .00 LQPERMIT oW IARv,>.j n4- - %OX Zp 4441 `i . lla ogZ 7 wo r 4-4 5jf bc, rlfe o • from - �o S��Li A-� .y�s�e t-P'r'o,.� soklf : Emtbpe SK-1 WCE City of La Quinta - 18x20 Hypar Sail Apr 7, 2010 at 1:48 PM 092 Member and Nodal Data cc-cityoflaquinta-18_20-12ft.r3d 01 Company Apr 7, 2010 Designer : WCE 1:48 PM Job Number : 092 City of La Quinta - 18x20 Hypar Sail Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh(in A2 144 Merge Tolerance in 12 P-Delta Analysis Tolerance 0.50% Vertical Axis I Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 10OF Concrete Code ACI 2002 ,Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Footing Overturning Safety Factor 1.5 Check Concrete Bearing Yes Self Wt Overburden in DL for Design Yes Footina Concrete Weight .145 k/ft^3 Footing Concrete f'c 3 ksi Footina Concrete Ec 4000 ksi Footinq Steel fy 60 ksi Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Barr #3 Footing Top Bar Cover 3.5 in Footing Bottom Bar #4 Footing Bottom Bar Cover 3.5 in Pedestal Bar #3 Pedestal Bar Cover 1.5 in Pedestal Ties #3 General Material Properties 12' Post I ahpl F rkcil r, Ikcil Nu Thcrm Al Fr. Fl rlcncjMLe/f A Aj 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 gen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 en Alum 10600 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID ie+6 .3 0 0 8 gen Conc3NW 1 3155 1372 .15 .6 .145 9 cien Conc4NW 1 3644 1584 .15 .6 .145 10 nen Conc3LW 1 2085 906 .15 .6 .11 11 gen Conc4LW 1 1 2408 1047 .15 1 .6 .11 12 aen Alum 1 10600 4077 .3 1.29 .173 13 en Steel 1 29000 11154 .3 .65 .49 RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-12ft.r3d] Page 1 Al Company Apr 7, 2010 Designer : WCE 1:48 PM Job Number 092 • City of La Quinta - 18x20 Hypar Sail Checked By: General Material Properties (Continued) Label E Ilksil G MR Nu Therm Al ES Densi ft^3 14 RIGID 1 1e+6 1 .3 0 0 Hot Rolled Steel Properties 1 nhol F nccil r. Ikcil Nu Therm Al F5 Gl noncifvrk/fM31 Viclrinccil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 2 000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 6 A36 Gr.36 1 29000 11154 .65 .49 36 7 A572 Gr.50 1 29000 11154 .3 .65 .49 50 8 A992 1 29000 11.154 .3 .65 .49 5 9 A500 Gr.42 1 29000 11154 .3 .65 .49 42 10 A500 Gr.46 1 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label ShaDe Tvne Design List Material D si n Rules A [in2ll lyy rin4]Izz in4 J in4 1 I HR1A I W8X10 I Beam I Wide Flange IA36 Gr.361 Tygical 1 2.96 1 2.09 1 30.8 1 .04 Member Primary Data Label I Joint J Joint K Joint Rotated Section/ShaW Type Design List Material Design Rules 1 M1 N1 I N2 I I I PIPE 4.0 IColurnnj Pipe IA36Gr.361Typical_] Member Advanced Data Label I Release J Release I OffsetfinI J Offset in T/C On Ph sisal TOM Inactive 1 M1 Yes Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label X fkfinI Y In Z Ik n X Ro . -W Y Rot. -ft/ra Z R t. ra Footing-7 1 N1 I Reaction I Reaction I Reaction I Reaction I Reaction I Reaction Hot Rolled Steel Design Parameters Label Shape Length... WMffl Lbzz ft Lcom to ... Lcom bo... Kyy Kzz Cm- Cm-zz Cb X swa z sM Function III M1 IPIPE4.01121 I I I I I I I I I I I Lateral Joint Loads and Enforced Displacements (BLC 1 : dead) RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-12ft.r3d) Page 2 A2 V5 IJ!2tl-3G OLPIOU 8'I'S JpCnusotu Csuobjsa/U:ae/x cltAc(;s n�4l� I�, ,St1'c,,�i b:JBs S 4� ,'t f$A;: — - - - — �r—J—Nt- • tE ij�u 6: 3' t� tef+x ; , iar'.agr g)4Ut C'Cl$g? 3l'CJ4 �U�OIC'FiQi Cy�� isC6l!1L'Ut2 �\ �� • t�6gc�l'.._.-...�..�_.....__.,._._.... _.... _. r--,pof ' gu ebs f-,.8tt,- ' -raw.n rntsf,tJ '' ' jti r i - -t: ot UJ' KAA s,ls -ctL k N r, , SS ! :�i! �E+�C,IUU �8�_.(,c,t tE.�c:(1��,.' Ej6:1:,,iou (;arc; •., . V(9�jf�L - _ . a l;rrsnsl x r .!�) .� 1A41:1 It x Kc' Jk jr&(r,( 'k �,oi'jr J., '' �: K �i',. ct L':!r,' kOoj.,m gait; gonuc�s Cour��i�oua Li : 4 + c c _ f k f�,7 > ':P. 1 fir, t.A"jjb [I=; �V^ 1 ut;+a`�':i i F,.+ y2� ,:.442Ft1 �1 1 <J►�e£t[`- 1 Ir .. �� ,,tf%cir�ll �C;tV lUs'L(',h6 I :'�, ► f,' `,. i .- 6l�r A' Gi d.. C, qc ; ► ;)e,I .I �ut:�t ►1�3..J � ?C,rJt F3�tw_i�~,a;7' �++f{Kit,•`ry;, tits �V�t �}cr'��$u'I'!.^1 ' 4 t�tAU9r U9a � � � ,;fig �►��:��, bi�uss►. ps e iiPa v 1.1b7, [t.' 1Jc d �� (;t`,g . 1 c [ _ 5r 5 �l� ;o ,7 - Ov ,tAiA •JUA )a: .,(^�► tLt,.. — 9sa, i•le:,. �/i �' ('ibi IT. ,�. 1Lei Hot UDkvSq Stss+r iaoctrou 2¢ts �t't^ �' : � � , � _. `fir, ' - J 1, �: -•J�� . a� - _ _ se, jo ,e + ' .,�i J t (f"' '. +: jw2�r ter j�6wIZ l E2 t•► � .. t' ,v` 1..i ti!b,4`K� , �cicw ui� Mlstsx•ls% b'.o E',.3 (;�13,.111i18gj ...P►lf�l.NEt V�S �'.1•� 9 Q 1411� - IS:c.+..�.�.,4. I '+-47In, c� (t. _y 't<Oq nn ..... MCE -�CkLtl3t.,l Company Apr 7, 2010 Designer WCE 1:48 PM Job Number 092 City of La Quinta -18x20 Hypar Sail Checked By: Joint Loads and Enforced Displacements (BLC 2: live) Joint Label L D M Direction Ma ni ude k k-ft in rad k's^ ft... 1 I N2 L Y 1 -.45 Joint Loads and Enforced Displacements (BLC 3: wind) No Data to Print ... Member Distributed Loads (BLC 3: wind) Member Label Direction Start Magnitudek4ld..End Ma nit de d... Start Locationft%I End Loca ion ft°o 1 MI I X T .008 1 .008 1 0 1 0 Basic Load Cases Load Combinations nacrrintinn Rntuapn RR RI C Farfnr RI r. Farfnr RI C Faefnr RI r. Faefnr RI C Fartnr RI C Faefnr RI r. Farfnr RI C Fartnr 1 Yes 2 IBC 16-8 Yes DL 1 3 IBC 16-9 Yes DL 1 LL 1 LLS 1 4 IBC 16-10 (a) Yes DL 1 RLL 1 5 IBC 16-10 (b) Yes DL 1 SL 1 6 IBC 16-10 (c) Yes QLI 1 1 RL 1 7 IBC 16-11 (a) Yes I DL 1 LL .75 LLS .75 RLL .75 8 IBC 16-11 (b) Yes I DL 1 LL .75 LLS .75 SL .75 9 IBC 16-11 (c) Yes I DL 1 LL .75 LLS .75 RL .75 10 IBC 16-12 (a) Yes I DL 1 WL 1 11 IBC 16-12 (b) Yes DL 1 EL .7 12 IBC 16=13 (a) Yes QLI 1 IWL .75 LL .75 LLS .75 RLL .75 13 IBC 16-13 (b) Yes DL 1 EL .525 LL .75 LLS .75 RLL .75 14 IBC 16-13 (c) Yes DL 1 WL .75 LL .75 LLS .75 SL .75 15 IBC 16-13 (d) Yes DL 1 EL .525 LL .75 LLS .75 SL .75 16 IBC 16-13 (e) Yes DL 1 WL .75 1 LL .75 LLS .75 RL .75 17 IBC 16-13 (f) Yes DL 1 EL .525 LL .75 LLS .75 RL .75 IBC 16-14 s18 Ye DL 6 WL 1 C 65 L6EL719 Load Combination Design na_crrinfinn ARIF Cn ARIF garvinp Nnf Rnllarl r:nlrl Fnrrnad WnrA r nnrrata Macnnru Fnnfinnc 1 Yes Yes Yes Yes Yes Yes 2 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 a 1.25 Yes Yes Yes Yes Yes Yes Yes IBC 16-10 b 1.15 Yes Yes Yes Yes Yes Yes Yes 6 IIBC 16-10 c 1.15 Yes Yes Yes Yes Yes Yes Yes 7 IIBG 16-11 Wl 1 1.25 1 1 Yes Yes Yes I Yes I Yes I Yes Yes 8 JIBC 16-11 b 1.15 1 1 Yes Yes Yes I Yes I Yes I Yes Yes RUT Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-12ft.r3d] Page 3 A3 Company Apr 7, 2010 Designer : WCE 1:48 PM Job Number 092 City of La Quinta - 18120 Hypar Sail Checked By: Load Combination Design (Continued) rl c—infirm ACIF rn ARIF Q—i— unf Rnllorl f:nlrl F—aA Wnnrl L`nnnrnfn KA—nn. CnMin- 9 IBC 16-11 c 1.15 Yes Yes Yes Yes Yes Yes Yes 10 IBC 16-12 a 1.6 Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 b 1.6 Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-1 a 1.6 Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-13 b 1.6 Yes Yes Yes Yes Yes Yes Yes 14 11BC 16-13 c 1.6 Yes Yes Yes Yes Yes Yes Yes 15 IBC 16-13 d 1.6 Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-13 a 1.6 Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-13 f 1.6 Yes Yes Yes Yes Yes Yes Yes 18' IBC 1 -14 1.6 Yes Yes Yes Yes Yes Yes Yes 19 1 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes I Yes Envelope Joint Displacements _mint Y rinl I r% v rinl 1 f` 7 rinl I C Y OMofinn If, V QM. fine I f` 7 r 1 f• ©��®■soo©��osoaoo�m © mom � � m00000000 o ®000�oo��noo � • : m Envelope Joint Reactions _Ininf Y rill I f` v fill 1 f: 7 ml I f` MY W-01 I f` hAy r4_ffl I r KA7 r4_01 1 P © ®®m�maoona000l Envelope Member Section Forces Wlemhcr Cnr Avi.ln l I P v Ch—flel I f` Chm.r41 1 !` 1 r ..... \A-- 1 P . RA..men 1 r` ©��®�ma0000nooso ©�©mom©�maoonoo�m o��® • • manaosososo ©�©mom©®mon0000�m o��®�:�maoaoao��oso o�o��©®m0000s��m o��® • • mao�■osos�nso o�©mom©�ms000s000 m��®�maoa■os000��n Envelope Member Section Deflections KAnmhnr Qn v 11-1 I f` . rinl I f` s ri.d it, .. owfnf.. I. 1 f• /nl I A. O.df.. 1 /n /-% 1 1- 0-.;- 1 P lam �©RMMM 000momo ©��©m � � moos000momo �o��®a��msoao�mmo 'o�om � � moos000momn o�©m � � m000aaomomo m�■■�®a©gym � 000��mmo� RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-12ft.r3d] Page 4 A4 Company Apr 7, 2010 Designer WCE 1:48 PM Job Number : 092 City of La Quinta - IWO Hypar Sail Checked By: Envelope Member Section Torsion Member Sec Tornuerk-M LC Torsion Sh___ LC v-v Ware S__ LC z-z Wam S__ LC z-Tnn War__ LC z-Bnt War - LC o��®ooaomom�®�m� ©�©m0000m�m�m�m� o��®onoom�m�m�m� o�©mooaom�m�m�m� Envelope RISC ASD Steel Code Checks Member Shapg e C... Loc LC Shear C... Loc ft Dir LC Fa Rsi]F sil Fb ... Fb z-z ... Cb Cmy Cmz ASD E n 1 I M1 IPIPE 4.0 .471 1 0 1101 .013 1 0 1 110113.598121.6 1 23.76 1 23.76 11 ... 1 .6 1.85 H2-1 Warning Log Message No Data to Print ... RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-12ft.r3d] Page 5 A5 qA yragm 13 Pl9 bA r lume zea �;1(8 bFi,lob:1� Ss8 Fq%H 3cx8t • sip :D e J to vto S80 ysd-n A4 dal. �.1 �r3'/J 1P8•L .�,1 ;.� t3:'1 cpT.S DJ ...c girW 3 J: ,,.2 _WsW y t :i-1 ..68 nowiCT �Jj1i .414! [I-QT _.,...?.^? -:Omo%l v14 _ �1� _ . _ J/I t 0 G xsnrt I .014 J-4 1).1 �� _ ;��1 _ r t1 _ r G _ ',x }m - - r _ :.1Vi _ Viri 4 4i✓i ,r .. V! t _ _G _ 1� 0 _ n fq OA 0.4 ft9s10ecj!D9iu zk a uoirsa nD:; O8A_SMO ','Mk),d0-. 1 . ; d-i IX i ;S .144119 r? sii J 0 TIVq� !"kOQJ - 0 :49i1 evvie; Vor" 4 t SN F8._ 8 a'. —UaXt or G 0rto Ot- .0 . � {mot. 0.�+_-3giq tIM I . . iniM 01 slea OM eps9 {b£,,.NSi•OS_8t-zJnlupslfo�tio 3o/s2,A-2eigonc3 molm"If.11 S.t.8 nolaieV OE-A21A� :An Company Designer WCE Job Number 092 Global City of La Quinta - 1WO Hypar Sail Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD ' - Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 ,Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings INo Unused Force Warnings I Yes Footing Overturning Safety Factor 1.5 Check Concrete Bearing Yes Self Wt Overburden in DL for Desi n Yes Footing Concrete Weight .145 k/ft^3 Footing Concrete f'c 3 ksi ootino Concrete Ec 4000 ksi ooting Steel fy 60 ksi inimum Steel 0.0018 aximum Steel 0.0075 ooting Top Bar #3 ooting Top Bar Cover 3.5 in ootin Bottom Bar #4 ootin Bottom Bar Cover 3.5 in edestal Bar #3 edestal Bar Cover 1.5 in edestal Ties #3 General Material Properties Apr 7, 2010 1:52 PM Checked By: 17' Post I ahAl F rkcil r-. rkcil Nil Therm AIPS; M rinneih rk/kA71 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 clen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 en Alum 10600 4077 .3 1.29 .173 6 en Steel 29000 11154 ..3 .65 .49 7 RIGID 1e+6 .3 0 0 8 gen Conc3NW 1 3155 1372 .15 .6 .145 9 gen Conc4NW 1 3644 1584 .15 .6 .145 10 gen Conc3LW 1 2085 906 .15 .6 .11 11 gen Conc4LW 1 1 2408 1 1047 .15 .6 1 .11 12 gen Alum 1 10600 1 4077 .3 1.29 .173 13 gen Steel 1 29000 1 11154 .3 .65 .49 RISA-3D Version 8.1.2 [[:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-17ft.r3d) Page 1 A6 Company Apr 7, 2010 Designer WCE 1:52 PM Job Number 092 City of La Quinta - 18x20 Hypar Sail Checked By: General Material Properties (Continued) Label E NO G fksil Nu Therm Al E5 Densi ff^ 31 14 RIGID 1 1e+6 .3 0 0 Hot Rolled Steel Properties I -nhel F rkeil r. rkeil Nis Therm Al FF Fl rleneihifk/fM31 Vielrinceil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .65 .49 5 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 6 A36 Gr.36 1 29000 11154 .3 .65 .49 36 7 A572 Gr.50 1 29000 11154 .3 .65 .49 50 8 A992 1 29000 111 .3 .65 .49 5 9 A500 Gr.42 1 29000 11154 .3 .65 .49 42 10 A500 Gr.46 1 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape Tvoe Design List Material Design Rules A Fin2l I In4 lu in4 in4 1 HR1A W8X10 Beam Wide Flange A36 Gr.36 Typical 2.96 2.09 30.8 .04 Member Primary Data Label I Joint J Joint K Joint Rotated Section/ShaW Type Design List Material Design Rules 1 M1 N1 I N2 I I I PIPE 5.0 IColumnl Pip@ IA36Gr.361Typical Member Advanced Data Label I Release J Release I Offset in J Offse in T/C Only Physical TOM Inactive 1 I M 1 I I I I I I Yes Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label X WinI Y [k nI Z Wfinl X Ro . -Wra Y Rot. Z Rot. -ftlracn F o in 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length... Lbyy ft Lbzz ft L om to ... Lcom bo... Kyy Kzz Cm Cm-zz C sw z sway 1 M1 PIPE_5.0 17 Lateral Joint Loads and Enforced Displacements (BLC 1 : dead) RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18_20-17ft.r3d] Page 2 A7 Company Apr 7, 2010 Designer WCE 1:52 PM Job Number : 092 City of La Quinta - 1 WO Hypar Sail Checked By: Joint Loads and Enforced Displacements IBLC 2 : five) Joint Label L D M Direction Ma nitude k k in ra k'S^ ft... 1 I N2 L Y 1 -.45 Joint Loads and Enforced Displacements (BLC 3: wind) No Data to Print ... Member Distributed Loads (BLC 3: wind) Member Label Direction Start Ma ni ude ft d..Fnd a nitude d... Start Location f % End Loca ion ft °o 1 MI I X 1 .008 1 .008 1 0 1 0 Basic Load Cases Load Combinations DesCriDtion SolvePD___ SR___ RLC Factor RLC Factor RLC Factor RLC Factnr RLC Factnr RLC Factnr RI C Factnr RI C Fartnr Load Combination Design DesCriDtion ASIF CD ARIF Service Hot Rnllad Cnld Formed Wnnd ('nncrefP Masnnry Fnntinnc 1 Yes Yes Yes Yes Yes Yes 2 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 a 1.25 Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-10 b 1.15 Yes Yes Yes Yes Yes Yes Yes 6 IBC 16-10 c 1.15 1 1 Yes Yes I Yes Yes Yes I Yes Yes 7 IlBQ 16-11 a 1.25 1 1 Yes Yes I Yes Yes Yes I Yes I Yes 8 IBC 16-11 b 1.15 1 1 Yes I Yes I. Yes I Yes I Yes I Yes I Yes RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-17ft.r3d] Page 3 A8 Company Apr 7, 2010 Designer WCE 1:52 PM Job Number 092 City of La Quinta - 18x20 Hypar Sail Checked By: Load Combination Design (Continued) new ....i..n ACIC r•n AOIC C . d U-4 0.11. 4 n-1a C.... -A IA/ --A ------- •A........... C .: 9 IBC 16-11 c 1.15 Yes Yes Yes Yes Yes Yes Yes 10 IBC 16-12 a 1.6 Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 b 1.6 Yes Yes Yes Yes Yes Yes Yes 12 IBC 1 -13 a 1.6 Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-13 b 1.6 Yes Yes Yes Yes Yes Yes Yes 14 IIBC 16-13 (cl 1.6 Yes Yes Yes Yes Yes Yes Ye 15 IBC 16-13 d 1.6 Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-13 a 1.6 Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-13 f 1.6 Yes Yes Yes Yes Yes Yes Yes 18 IBC 16-14 1.6 Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes Yes Envelope Joint Displacements -Inin* Y rinl I r: v rinl I r, 7 rinl It' Y QM�finn I r` V on* *inn I r` 7 omo*inn r I r` 0 m�m�m��O0�0�0 © ®��oa�®aoa■oaoam © m®m � � m00000000 o ®soo©s000��o�m Envelope Joint Reactions -Ininf Y rill I r: v rill I r` 7 rill 1 r` MV rl. Nl I r• SAV Il, Nl 1 r� RA7 rl. Nl 1 r• © ®�m��mi�0000a�000 ' " o ®gym • • m -ao�� Envelope Member Section Forces Mumhur Cun Avi�lrlel I d" v ChnarfLl I r` , Ck—rbl I r` 7—.nr1. _**1 1 P .. AA..--- I t' -. AA......... 1 11 'a®om�■©�ima�o�aiio�oo�m '©��®�m00000nonsn ©�©mom©�m000000�m o��® • • mooaoaoaoso ©�©mom©�moo�000�m o��® • • ma000sososo o�om�©®msos000�m' o��®��mon■n�oaoaosn o��©��©��mon000000 m��® • • mooaoanaoso Envelope Member Section Deflections Mumhur Cur v rinl I r` . rinl I r` rnl if, ., oMn.., r. I r• i..l 1 r.. o...:.. 1 n 1-% 1 1- o...:.. I r• ©■��®aoon0000mnmo ©��©�omoosoaomomo o��®is��ma000�mmo ©��©m � � m0000aomomo osom � � mooaoaomomo o��®a©�m��osn�mmo o��©m � � moo�0000momo m��®a©®ms�os■n®mmo RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18_20-17ft.r3d] Page 4 A9 Company Apr 7, 2010 Designer WCE 1:52 PM Job Number 092 City of La Quinta -18x20 Hypar Sail Checked By: Envelope Member Section Torsion Memher Ser. Tnrnualk-M 1 C Tnrcinn Rh I r. v-v Warn R I C 7-7 Wnrn C I f: �-Tnn Wnr 1 f` zRni Wnr 1 f` ©�©ma000m�m�m�m� ©��©ma000m�m�m�m� o�o�a000m�®�m�m� o��®ooaom�m�m�m� o��©monaom�m�m�m� m��®000�m�■m�m�m� Envelope A1SC ASD Steel Code Checks Member Shape e C... Loc[ftl LC Shear C... Lo ft Dir LC Fa ks1 Ft [ksil Fb ... Fb z-z ... Cb Cmy Cmz ASD En 1 1 M1 IPIPE 5.0 .425 1 0 1101 .011 1 0 1 110111.9 1 21.6 1 23.76 1 23.76 11--- 1 .6 1.85 1 H2-1 Warning Log Messa e No Data to Print... RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-18 20-17ft.r3d] Page 5 A10 vlo Hi2b 3D A6:z+0t.; g 4.S {i-;Cn2toLu suoblea,Ur29/oc-ciOolisciniulci ;g" 5')-a',<r L3W b` "' e - - Eno ps15 io bLIU,( - — - + 'A 61bC2'O '�t5�'' o X' 'O1:-- 0 + 40- 41•a. 5J'e ISa%c ', `A- I—, `e 41 Nr 2u�e�C roc{iVD(Cio' 'WrVil t±!� s; CO r✓U,, ram. V,-D, urn;ate �t��'d�D . L11 _� .i �_ 1 0.v Ul. sic ~ 0 4 0 Ti1C' ACC ' — 140 N . .. .J uj:,jl '� i _. -i _� _ .. :Ji� - L -'• irll..+'-. .. `� - 7 o 1� o y a Vic .. 1�,c_ ►uux 2cc iCoJULF 1+1 t C la, �..,t: �,�+ ` ,'C Y k wnb-z' f 5�=l fJ!MtS'gr`' 1. C- S-1PE) WS":. r L` i C- i una;o 61jimu'pet 10L2;Ou ""'�� .�...� .�.. �..... ';Or tilt UDt- C't'. a+ r. onlus - 19YSo H{ t.si esli clirocFeq gh: CIE &OL MCF t r5 ,A% Cowbs..il: dbi y soio PROJECT: PAGE: CLIENT: DESIGN BY JOB NO.: DATE. REVIEW BY: Wind Analysis for Low-rise Building, Based on ASCE 7-05 / IBC 2006 INPUT DATA Exposure category (8, C or D) c '" Importance factor, pg 77, (0.87, 1.0 or 1.15) 1 - 1.00 " Category II Basic wind speed (IBC Tab 1609.3.1 V3s) V = 90 mph Topographic factor (Sea6.5.7.2, pg 26 8 45) K„ = 1 Flat L L Building height to eave he = 16 ft Building height to ridge h, = 20 ft Building length L = 30 ft Building width B = 30 ft Effective area of components A = 50 1 ft2 DESIGN SUMMARY Max horizontal force normal to building length, L, face = 6.59 kips Max horizontal force normal to building length, B, face = 6.33 kips Max total horizontal torsional load = 26.56 ft-kips Max total upward force = 9_00 kins ANALYSIS Velocity ore: q„ = 0.00256 K, K, Kd V21 15.51 , psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3. Case t,pg 79) = 0.88 Kd - wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = mean roof height = 18.00 ft < 60 ft, [Satisfactory] Deslan pressures for MWFRS p = qh [(G Cpr )-(G Cp, )1 where: p - pressure in appropriate zone. (Eq. 6.18, page 28). G Cpt = product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp1= product of gust effect factor and internal pressure coefficient. (Fig. 6-5, Enclosed Building, page 47) O 00 or L 0.00 a = width of edge strips, Fig 6.10, note 9, page 54, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 3.00 ft Not Pr Cll ¢ rnefl Roam 1 4'# rlm Roof angle 8 - 14.93 Roof an le 8 = 0.00 G Cp' Net Pressure with G fit' Net Pressure with Surface (+GCp;) (-GCp;) (+GCp;) (-GCp; ) 1 0.49 7.54 7.54 0.40 6.20 6.20 2 -0.69 -10.70 -10.70 -0.69 -10.70 -10.70 3 -0.44 -6.87 -6.87 -0.37 -5.74 -5.74 4 -0.38 -5.94 -5.94 -0.29 -4.50 -4.50 1 E 0.74 11.41 11.41 0.61 9.46 9.46 2E -1.07 -16.60 -16.60 -1.07 -16.60 -16.60 3E -0.64 -9.86 -9.86 -0.53 -8.22 -8.22 4E -0.57 -8.83 -8.83 -0.43 -6.67 -6.67 5 -0.45 -6.98 -6.98 -0.45 -6.98 -6.98 6 1 -0.45 1 -6.98 1 -6.98 1 -0.45 1 -6.98 1 -6.98 3E 3 2 2E 4 4E�= ✓6 0 5 t REFERENCE CORNER tE b WIND DO¢RIWt Transverse Direction 43E2 2E23ZONE 213 eOUNDMY REWIND O(RECRON Longitudinal Direction Basic Load Cases Net Pressures (psf), Torsional load Cases Roof an Ile 8 = 14.93 G Cp T Net Pressure with Surface (+GCpi) (-GCp i ) 1T 0.49 1.88 1.88 2T -0.69 -2.68 -2.68 3T -0.44 -1.72 -1.72 4T -0.38 1 -1.48 -1.48 Roof an Ile e - 0.00 G Cp' wit Net Pressure h Surface (+GCp;) (-GCp; ) 1T 0.40 1.55 1.55 2T -0.69 -2.68 2.68 3T -0.37 -1.43 -1.43 1 4T -0.29 -1.12 -1.12 3C 3 3T 2T 4_____4T 2E 2 6 4E 11 5 , REFERENCE CORNER IC a b WDIp DIRECTION 3 2E 2 3T 3E 2T 4 41 __6 v 4E�_ 1T 5 tE ' REFERENCE CORNER o WIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases A R4 1l.{'ilPCal7ei �l lNf,..�4 EOU�;�•�wGl n1.6C;II.0 } 1 1 JLrJU-A,cz6 pu.kl ,J f0L.9i1'au41 r!Lt,Cttou 1 ota TTs- l75 j C� '0"42 Vt-hi -e'Ee -O 4 •e'aP -e'86 0'42 •° d8 -e'ae -0-42 -9'85' e,aa ' E -0'21 -0*93 •9'e3 D'v3 -: el •e'41 3% U'BK 3 89 •a'et .0 ?3 -8'SS e'SS I 5E -� us -le:eo le"so -IM IPV -,e•eo t tE D'ad 1'va !t'a4 aQ. aye a've v -0' 38 -e 3Q 2'ov u 58 •1 -,0 -d 20 3 01" -*3 a:. 6 81 0 31 •21t •2'1v 0'$8 -40'10 •40 A -Tea •10'N0 10'.\'J �2 ntr' �_._ ___ Baal 3r 1N 1 1,24 O�so e's0 8"50 L!• t bkaz:nta p W.t yrr eixo M4Y 514 y k-83 500 !$1 51 11 SIN" 0'3� 0 a7r 0'dD e v3 •5ev !'p2 •J,13 -5'e8 1I V;? " iN3S IJIa:.'IR#IFAr�J 0,00 1 Sl tl `U'33 O ea o'7a -t'vt3 •3,e8 ! 9B -1'v9 •5'e$ !'ae V�4n"� C Cn� lt�t b;c�mo.Mry_ hoo; 9010 0 17'83 R61 12'Le-x:.tct .anqill B=lc twq fusee ►oat bis amst (r ,�oizwus{ rovq cvzce vg1W %t Keo etttb2' L tg a- I vo;v 8, bc4j0 ev' t {4/?C( VY1N(0' 113, 0.40 ^ Ofc"31 3'00 It Q f)A n• 0'00 0" . nogm. v, (Lill- E'2' Euclt>rcq Br9l utj' b�li3 tt r c .• r, oq tct of tirfzl aN�t FJclo; sup r +totu btcFart.O Cool{}clrut' z<a igR o AeW+� (Etc" e•t 0' bg9a 23 81 pa) Jrµictu h - bc erna ul R4hdr btrlt6 rtluo' ( d. B 1 B' b�80 59) b d , Re C4 �-(C. cl' )1 r ac u- t2�lfelscto�>4j N + tJJiy'JJ �Du'. 4Er.I1t '" Je'04 kl K` - Ntiuc qr-cil^uuUX ,fctfx (.J,2F' e•7' la• PnItgtu8' baF3e CO) K * nf,CCS•; 1 ,9r—;eOLG Erb03flt0 coelUt.p'l CnS;Tltf� Si LcK'htt N• tlVP G vbw. do - AC;Ocifll bwML4 El Ijsltu trot tG:BNC R' `Ed' g• (e' br30 51) c`=ovmeK''Kuleltg,( 12'it t k AA I"ii n�7(3►Z� , ILVVLlkq ,a ca a 00 Flo? A!rx wlgi Nousaut.l foici0ua1 Msu 58'?e t!-wlb V,Vi ;tOusoutTt (of ua;ujkal IQPno IE-_a le',ttP' B' mca 2'33 v o �/tS"�c l."t"!sOVt`7t i`� dOwrttt So �nt!� u8 r�t;�1V'.i l4ce Q'DS3 KIb2 DE'--leW .?nvll'JvuA Eimptud AAr.;v F3 * 30 li FrIM!,J icu8V F •• 30 tf tan=vrJb fe +v18a u' 5O v _ - 6C!tq�l>9 urclitlt !� Ey..:, if - !e u - �.OIY-`7�17rt7:C lfiCl01 ,d110 l'i �`e' L•C ;� ^ {�, �tt + ! t- � :'. I r • 1 g5i;pJJ,,: t ttcq t,QC.tw v:m*! IA2:,l A ' W tube ,utao:te; ;. 141C100 bt311 (1}191' . 0 Ot .4'14! 1 * 1'00 cvp : ),A 1, - ixbn.t. Dt11b 3 t�ugl '?ia {at (+Out,-.twt� prtpgxu ' PUR At! V86r-- 1-i c S00tt —� 108 00- CV E ' HFAIFh. FIA ' Cr'Ei-,.L F,MeM &A be01EC! eVOE: 24 in diam. Code: ACI 318-02 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 03/22/10 Time: 09:22:34 File: untitled.col Project: Fritz Bum Column: fc=3ksi Ec = 3122 ksi fc = 2.55 ksi e u = 0.003 in/in Beta1 = 0.85 Confinement: Tied P (kip) (Pmax) onn (Pmax) fs=0. Engineer: fy = 60 ksi Ag = 452.389 inA2 6 #4 bars Es = 29000 ksi As = 1.20 in-2 rho = 0.27% Xo = 0.00 in Ix = 16286 in^4 Yo = 0.00 in ly =16286 in^4 Min clear spacing = 7.88 in Clear cover = 3.38 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 C1 Mc 30 C•1u�I11CLUSIg_ i!rq bili(s) = Q•Q• Dui(r,) O'a• bpt(C) a0'Q2 Est 1 = 0 8 NJ'L CIF.-T. 0SM;Cl 18e !u C!ss[ c f,6L - 3.39!u s n = 0.003 !utiz/ AD = 0'00 w 'L'vQ j r, = 5•22 V24 Xa = 0'00 �x _ le,589 {1vq 1 ii 1 EC = 3-i5S 1f2! E2 580(}0 f"71 V2 J 50 iljvs 0 = ?icy! Fh - ,Orel va = 4e5.38o !u,r7" 9 41 P912 Cc,nu,u: EIAUGG.: I bLatect- ELIts Qf W i (htu'u) l-IUD 0,3'55:34 -! 80 ggt.2; Val.v" b'£!2 ol ±t'�t,3,.'1�6LU522; �dt CatJ21t)61.8(� 1 ufiu cib;,cu p1n62f!H9L!0u ' f r�L1;J�• Euc�a2>J Coqs :;t :s J 9-Vs I ' i 9004 b (K;b) (bwsx) 0 12 =0 PPROPERTtIES ``EXTRABLOCK SPECIFICATIONS METRIC IMPERIAL FVm l- od Urdt Pars INordant F!n llt<R�dalat % MN tod unn Ctllaur ON I I Raw malerlai HOPE MOPE mom Mats {Mies WS 79 330 324 Converted o7Aq foot 1.07 T AA M I 134 131 Convene0 dtches 0.05 SVO TaMAD Teat SAGS OM •E6 ASTM 5035.95 a. Vftp kWM is 1a Uwkxh 91 b waft Win 20 24 LWf=h 1b7 Eton GOM M Bmak• Ww=14B ASTM ti0t3b+95 a Warp % so % 63 b. Vb t !► 50 s8 % 72 Buret Strength ASTM 3787 M 3.7 3.7 MW Conducted Horsptliot► % 48 40 % Tear Strenaln (wing; me$ B0 ASTM 0 2261 -98 it NUM Tear a. Warp N F00 toe lot 31 Ebrgoor. % 92 ao N/A b. WON N 19a 196 Of 34 EfonOeBOn % 114 114 NM Water Runoff 0% % 0 0 9e 0 10% % 78 78 % 78 20% % al at % of 3m % w so % 90 40% % fflo 100 % 100 am 15 t0b 106 % 100 609b % 100 100 % 100 M% IS 1O0 100 % 10o :empamu s Stability at. Mhftnun+ °C mtftua 25 mhua 2s OF ndnue 13 b f4aemum °c plus 80 plus a0 `f Owe 17s 1Afwo m 3 3 R a s Length m 25 25 82 alb agatnU W ftWad~ yen 10 t0 Teffis 10 rU" Realafance elaea lib caft," Me Mamimis rWAwem". Us 19 SeCom 12N often Gated in the w9uw aww[Cn. alter waanterag, a" char w9w euracboa CfluOW Pla" REA R" RSA N_.um. Tne vafuws pnan correamtd to average resu%oMmM to Lalwrahmes and are aefraws AU Wo m l-or. a gften m liow lath and to the 0ee2 of ota knowfedye is Ho riled and supphad xditA puaranlee at respcmt V UTPABL OCK - WEST 01REMON - EXTRABIGCR - WARP 01RECRON - atnae : SUM Cw" Sum, Garaw Curve 30 25 211 5 - y 0 10 20 30 40 50 rw 70 sonata % ` For fno►e lnlonnKfoa ptwao eonroKr my" a 7rwted 1MM& A woo RSM111000. Sn-0-4 D1 10 20 30 •0 50 8o 70 )0 strain % t:ALIFORMA D=PAR2=WT OF FORESTRY and FZRZ PROTBCZSON OFFICE OF TUB STATE FIRE • WM8ML REGISTERED FLAME RESISTANT PRODUCT Product, iteRinuation No. AVANT axna mL0=-VAx10Q8 F-SO303 Product Haateted W, AIMST (m) =D. uDitR om AVE, =PPZlRO Z CAPS TOM, 80V= AnICA 7460 This pmduct meets the minimum reguiemnents of Hama resistance established by the Califontia Stets Piro Mtn" for ptodaas idcuffied in Section 13115. California Health and Safety Code. Ihe scope of the approved use of this product is provided it the cuncut edition of the CALIFORNIA APPROVED UST OF FLAME RETARDANT CHE110CALS AND FABRICS, GENERAL AND LBUTED APPLICATIONS CONCUNS published by ti,e CaUfbinia Stare Fat MamhaL Daputy tate Pisv 1 16tpiset 06/30/2009 ra-, aMim: En.dope WCE 092a City of La Quinta - 30x30 Triangle Member and Nodal Data SK-1 Apr 7, 2010 at 2:40 PM cc-c4of laq ui nta-3Ox30tri-12fL rid AO Company Apr 7, 2010 Designer WCE 2:42 PM Job Number 092a City of La Quinta - 30x30 Triangle Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh in^2 144 Merge Tolerance in 12 P-Delta Analysis Tolerance Vertical Axis Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 ,Masonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Footing Overturning Safety Factor 1.5 Check Concrete Bearing Yes Self Wt Overburden in DL for Design Yes Footing Concrete Weight .145 k/ft^3 Footing Concrete f'c 3 ksi Footina Concrete Ec 4000 ksi Footing Steel fy 60 ksi Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #3 Footing Top Bar Cover 3.5 in Footina Bottom Bar #4 Footing Bottom Bar Cover 3.5 in Pedestal Bar #3 Pedestal Bar Cover 1.5 in Pedestal Ties #3 General Material Properties 12' Post 1 ahpl F rkcil r; rkcil Nu Tharm Al F5 Fl rlancitvrk/ftA'Al 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 aen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 cien Alum 10600 4077 .3 1.29 .173 6 gen Steel 29000 11154 .3 .65 .49 7 RIGID 1e+6 .3 0 0 8 gen Conc3NW 1 3155 1372 .15 .6 .145 9 aen Conc4NW 1 3644 1584 .15 .6 .145 10 oen Conc3LW 1 2085 906 .15 .6 .11 11 gen Conc4LW 1 1 2408 1047 .15 1 .6 1 .11 12 gen Alum 1 1 10600 4077 .3 1 1.29 1 .173 13 cien Steel 1 1 29000 11154 .3 1 .65 1 .49 RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityotlaquinta-30x30tri-12ft.r3d] Page 11 Al Company Apr 7, 2010 Designer WCE 2:42 PM Job Number : 092a City of La Quints - 3ox30 Triangle Checked By: General Material Properties (Continued) Label E fksil G [ksil Nu Therm Al E5 De si ftA3 14 RIGID 1 1 ie+6 1 .3 0 0 Hot Rolled Steel Properties I nhul F Wail Weil Kh. Therm Al Fr. 9:1 rinnc ihAUMA91 vi.IAWcil 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A 72 Gr. 0 29000 11154 .3 .65 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 6 A36 Gr.36 1 29000 11154 .3 .65 .49 3 7 A572 Gr.50 1 29000 11154 .3 .65 .49 50 8 A992 1 29000 11154 .3 .65 .49 50 9 A500 Gr.42 1 29000 11154 .3 .65 .49 42 10 A500 Gr.46 1 2 000 11154 .3 .65 .49 1 46 Hot Rolled Steel Section Sets Label Shape Tvoe Desi n Lit Material Design Rules A Fin21 Iyy fin4jIzz in4 in4 1 HR1A W8X10 Beam Wide Flange A36 Gr.36 Typical 2.96 2.09 30.8 .04 Member Primary Data Label I Joint J Joint K Joint Rota e d Section/Shao Type Design Lit Material Des" n Rules 1 M1 I N1 I N2 I I I PIPE 4.0 IColumnl Pipe I A36 Gr.36 I TVOiCal Member Advanced Data Label I Release J Release I Offset in J Offse in T/C Only Ph sisal TOM Inactive 1 M1 I I I I I Yes Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label X in Y (krinl Z Fk n X Rot.-ft/rad Y Rot. -ft/rad Z Rot.N-ft/racfl Footin 1 N1 I Reaction I Reaction I Reaction I Reaction I Reaction I Reaction Hot Rolled Steel Design Parameters Label Shape Length... Lbvvfftl Lbzz ft Lcom to ... Lcom bo... Kyy Kzz Cm Cm-zz Cb y swayz sway Function III M1 IPIPE4.01121 I I I I - I I I I I I I Lateral Joint Loads and Enforced Displacements (BLC 1 : dead) RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x30tri-12ft.r3d] Page 12 A2 Company Apr 7, 2010 Designer WCE 2:42 PM Job Number 092a City of La Quinta - 3040 Triangle Checked By: Joint Loads and Enforced Displacements (BLC 2 : live) Joint Label L D M Direction M nitude k k-ft in rad 's^2/ft... 1 N2 L Y -.375 Joint Loads and Enforced Displacements (BLC 3: wind) No Data to Print... 771 Member Distributed Loads (BLC 3: wind) Member Label Direction Start Ma nitude d..End Ma nitud d... Start L cation ft °° End Location[ft. 1I MI I X 1 .008 .008 1 0 1 0 Basic Load Cases . Load Combinations nacrrinHnn Cnlvo Pn SR RI C Fartnr RI C Fartnr RI r. Pnrtnr Al r` Contnr RI r .. PnMAr RI r P-Mr RI r -- Gnnfnr RI r` Gnrtnr 1 Yes 2. IBC 16-8 Yes DL 1 3 IBC 16-9 Yes DL 1 LL 1 LLS 1 4 IBC 16-10 (a) Yes DL 1 RLL 1 5 IBC 16-10 (b) Yes DL 1 SL 1 6 IBC 16-10 (c) Yes QLI 1 I RL 1 7 IBC 16-11 (a) Yes DL 1 LL .75 LLS .75 RLL .75 8 IBC 16-11 (b) Yes DL 1 LL .75 LLS .75 SL .75 9 IBC 16-11 (c) Yes DL 1 LL .75 LLS .75 RL .75 10 IBC 16-12 (a) Yes DL 1 WL 1 11 IBC 16-12 (b) Yes DL 1 EL .7 12 IBC 16-13 (a) Yes QLI 1 IWL .75 LL .75 LLS .75 RLL .75 13 IBC 16-13 (b) Yes DL 1 EL .525 LL .75 LLS .75 RLL .75 14 IBC 16-13 (c) Yes DL 1 WL .75 LL .75 LLS .75 SL .75 15 IBC 16-13 (d) Yes DL 1 EL .525 LL .75 LLS .75 SL .75 16 IBC 16-13 (e) Yes DL 1 WL .75 1 LL .75 LLS .75 RL .75 17 IBC 16-13 (f) Yes DL 1 EL .525 LL .75 LLS .75 RL .75 18 IBC 16-14 Yes DL .6 IWL 1 19 IBC 16-15 IYesl I I DL 1 .6 1 EL .7 Load Combination Design nPRrrintinn ARIF (In ARID Qa-i- WM RAI A r`sW Gnm A Wnnr1 /`nnrrefe RA-..r.. C....H..- 1 Yes Yes Yes Yes Yes Yes 2 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 a 1.25 Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-10 b 1.15 Yes Yes Yes Yes Yes Yes Yes 6 IIBC 16-10 01 1 1.15 1 1 Yes I Yes I Yes Yes Yes I Yes Yes 7 IIQQ 16-11 a 1.25 1 1 Yes I Yes I Yes I Yes I Yes I Yes Yes 8 JIBC 16-11 b 1.15 1 1 Yes I Yes I Yes I Yes IYesI Yes Yes RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x3Otri-12ft.r3d] Page 13 A3 Company Apr 7, 2010 Designer WCE 2:42 PM Job Number : 092a City of La Quinta - 30x30 Triangle Checked By: Load Combination Design (Continued) flssn.:..•:nn ACIC rl AGIC C.....:.... LA..• O.JI...A f`..I.A C........d %A/.....A \A........... C....•:...... 9 IBC 16-11 c 1.15 Yes Yes Yes Yes Yes Yes Yes 10 IBC 16-12 a 1.6 Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 b 1.6 Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-13 1.6 Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-13 b 1.6 Yes Yes Yes Yes Yes Yes Yes 14 IBC 16-13 c 1.6 Yes Yes Yes Yes Yes Yes Ye 15 IBC 16-13 d 1.6 Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-1 a 1.6 Yes Yes Yes Yes Yes Yes Yes 17 IBC 16-13 f 1.6 Yes Yes Yes Yes Yes Yes Yes 18 IBC 16-14 1.6 Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes Yes Envelope Joint Displacements Ininf V rinl I f` v nn1 I C 7 6nl I f` Y 0..•o1:nn I f• V Ona.Knn I fl 7 tan•ntinn r 1 n o m�m�m��000aoo�o © ®sop©aos000am © mom � � m00000000 o ®ooa©ooa�nao�m. Envelope Joint Reactions -Inint Y rlrl 1 r` v rirl 1 r, 7 r41 1 C RAY rI,_ffl 1 f` \AV IL M I f` IIA7 rl._N1 1 r © ®�m�m0000so��o Envelope Member Section Forces RAnmhnr Iz— Av;aIrl l I f` , Cf.e. M1 I f• , e1...n.rLl I f• Tn..... IL f61 1 r . AA......... 1 fl \A......... I n ©��®�mooa0000000 ©�©mom©®m0000ao®m o��®�mana00000so ©�©mom©�m000000�m o��®��maoaoan■so��.�o m��®gym■sos�nsosnso Envelope Member Section Deflections KA.—h— Cnn v r:nl 1 f` .. r:nl 1 f` -. r:nl I f• ., o..•..•., r. 1 n r..l 11.. o-•:- 1 n 1_1 1 i_ n_•:_ I n ©■��®a■oaoao��o�,r�nmo ©�©�om000000mnmo o��®a©�m0000®ammo ©�©mamaoa000momo o�om � � mooanoom�mo o��®a©�mono�r�mmo 'o��©m � � m00000nmomo RISA-3D Version 8.1.2 [l:\Custom Canopies\Risa\cc-cityoflaquinta-30x3Otri-12ft.r3dI Page 14 A4 Company Apr 7, 2010 Designer WCE ! 2:42 PM Job Number 092a City of La Quinta - 3040 Triangle Checked By: Envelope Member Section Torsion Member Sep Torauefk-ftl LC Torsion Sh LC v_v Waro S LC z-z Waro S LC z-Too War LC z-Bot War LC ©�©ma000m�m�m�m� o�o�s�oom�m�m�m� o��®0000m�m�m�m� o�©m0000m�®�m�m� Envelope RISC ASD Steel Code Checks Member Shapg Code C... Loc ft LC Shear C... LodDir LC Fa ksi Ft Lksil Fb ... Fb z-z ... Cb Cmy Cmz ASD En 1 1 M1 IPIPE 4.0 .569 1 0 1101 .015 1 0 1 110113.598 1 21.6 1 23.76 1 23.76 11--- 1 .6 1.85 1 H2-1 Warnina Loa Message No Data to Print ... RISA-3D Version 8.1.2 [[:\Custom Canopies\Risa\cc-eityoflaiquinta-30x3Otri-12ft.r3d] Page 15 A5 Company Apr 7, 2010 Designer WCE 2:58 PM Job Number : 092a City of La Cuinta - 301C30 Triangle Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Include Warping Yes Area Load Mesh(in A2 144 Merge Tolerance in .12 P-Delta Analysis Tolerance 0.50% Vertical Axis I Y Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD Wood Code NDS 91/97: ASD Wood Temperature < 100F Concrete Code ACI 2002 Wasonry Code MSJC 05/IBC 06 ASD Number of Shear Regions 4 Region Spacing Increment in 4 Biaxial Column Method PCA Load Contour Parme Beta Factor (PCA) 65 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes Footing Overturning Safety Factor 1.5 Check Concrete Bearing Yes Self Wt Overburden in DL for Design Yes Footing Concrete Weight .145 k/ft^3 Footing Concrete f'c 3 ksi Footinq Concrete Ec 4000 ksi Footing Steel fy. 60 ksi Minimum Steel 0.0018 Maximum Steel 0.0075 Footing Top Bar #3 Footing Top Bar Cover 3.5 in Footing Bottom Bar #4 Footing Bottom Bar Cover 3.5 in Pedestal Bar #3 Pedestal Bar Cover 1.5 in Pedestal Ties #3 General Material Properties 15' & 17' Post I ahal F rkcil r; rkcil Nn Thorm AIPR Fl IloncitvrkfftMl 1 gen Conc3NW 3155 1372 .15 .6 .145 2 gen Conc4NW 3644 1584 .15 .6 .145 3 nen Conc3LW 2085 906 .15 .6 .11 4 gen Conc4LW 2408 1047 .15 .6 .11 5 gen Alum 10600 4077 .3 1.29 .173 6 en Steel 29000 11154 .3 .65 .49 7 RIGID 1e+6 .3 0 0 8 gen Conc3NW 1 3155 1372 .15 .6 .145 9 nen Conc4NW 1 3644 1584 .15 .6 .145 10 gen Conc3LW 1 2085 906 .15 .6 .11 11 aen Conc4LW 1 2408 1047 .15 .6 .11 12 aen Alum 1 10600 4077 .3 1.29 .173 13 gen Steel 1 29000 11154 .3 .65 .49 RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x30tri-17ft.r3d] Page 1 A6 'l c &W �D AAL2101. 5 iI ,(;l''^icuj f-,3uob*a,,b4Bs,cc=�SA0�1�1c1n1 1i3-30�3ci1�! ,Ei""'sql ^ua JA X + � r:c; _ L'i�uG�.�irri - -_ .i� t : •i ��rJ is 1 _ f r %3t1�i.• �++hrw; !'fit v 1 :�3•.' J � • '. .':� l r..al; ;t14�3r,i4' :Jtft _ - t _,�•�: h ` . C(3,Llskrs4 y1strolt31 b'vor"i�sla bN*J2i8d RM COnel !• oopi d goi;OL1 jell , .lA L Eoc,j,u9 Lcb Ret (;c,tic► 3 2 ,u - - ;C;a;il:td �4 - Sst �., - 1 4-60, lud > }aw, th F' i Ili 1-4:; u7 G3JC.L60i be 7G{`ie}11z' E001111d (.-ouc.616 {!- 00StUa (;0VciMa A-\e.'ZIUi l.ha I 4.2 - 29„ f.qi' OAWDn.gsU P Dl 10L Draelou 1.0C A 6AC-L i;iiLB gslall. {-g(: b. J 'Ur::ctj Ln1C^� ftiS'',l'iU'.;, _ _. _ . - � - _ ..�-- - - _ - my ct : r; v.rl C-;CSICL'.., - — A, !��"11Jrsl Q( ?t'39'. tj.ru.r�U2 a b^.s 5)(1s - CstJBq 2;edj (;cc£ irr�i tab �4`( 411 tic, IEl CNIV, b' =;C :3-D ,jil, 7 tLC�, iqC 2�:8H► i�6.,ntiL9i 4:1 - y I .ti - 14 J1� {l1�(5 .1J.'1{ �(ijIUU2 �rJl {��^iU�t i✓slt,.. ��` _ � � _' , , � ,.J�� rt A r 'a '?6ct101:d jut I/;At/1FC. cul-c2 QlWll r �� ' ?�•L ? } ! 9wd�2 C {P Niiq . . . Company Apr 7, 2010 Designer WCE 2:58 PM Job Number 092a City of La Ouinta - 30x30 Triangle Checked By: General Material Properties (Continued) Label E Iksil G Cksil Nu Therm All E5 DenSitVWjftA31 14 1 RIGID 1 1e+6 1 1 .3 1 0 1 0 1 Hot Rolled Steel Properties I ahal F rkzil (. rksil Nu Therm AlF6 Fl r)aneihdkRfA531 Vialrirkail 1 A36 Gr.36 29000 11154 .3 .65 .49 36 2 A572 Gr.50 29000 11154 .3 .6 .49 50 3 A992 29000 11154 .3 .65 .49 50 4 A500 Gr.42 29000 11154 .3 .65 .49 42 5 A500 Gr.46 29000 11154 .3 .65 .49 46 6 A36 Gr.36 1 29000 11154 .3 .65 .49 36 7 A572 Gr.50 1 29000 11154 .3 .65 .49 50 8 A992 1 29000 11154 .3 .65 .49 50 9 A500 Gr.42 1 29000 11154 .3 .65 .49 42 10 A500 Gr.46 1 29000 11154 .3 .65 .49 46 Hot Rolled Steel Section Sets Label Shape T Desi n List Material Design Rules A fin2l lyy rin4jIzz in4 J in4 1 1 HR1A I W8X10 I Beam I wide Flange IA36 Qr.361 Typical 1 2.96 1 2.09 1 30.8 1 .04 Member Primary Data Label I Joint J Joint K Joint Rotated Section/h Type Design Lit Material Desi n Rules 1 M1 N1 N2 I I PIPE 5.0 IColumnl Pipg I A36 Gr.36 I Typical Member Advanced Data Label I Release J Release I Offset in J Offset in T/C Only Ph sical TOM Inactive 1 M1 I I I I I Yes Joint Coordinates and Temperatures Joint Boundary Conditions Joint Label X Fkfinl Y Mini Z in X Rot. -fV Y Ro . -ft/ d Z R -ft/ra F tin 1 N1 I Reaction I Reaction I Reaction I Reaction I Reaction I Reaction Hot Rolled Steel Design Parameters Label Shape Length... Lb ft Lbzz ft Lcom o... Lcomp bo... Kyy Kzz Cm m-zz Cb y swa z sway Functi n 1 1 M1 1 PIPE_5.0 1 17 1 Lateral Joint Loads and Enforced Displacements (BLC 1 : dead) RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x30tri-17ft.r3d] Page 2 A7 Company Apr 7, 2010 Designer : WCE 2:58 PM Job Number : 092a City of La Quinta - 3040 Triangle Checked By: Joint Loads and Enforced Displacements I(BLC 2: live) Joint Label L D M Direction Ma nitude k k-ft in rad k*SA 2/tt 1 N2 L Y -.375 Joint Loads and Enforced Displacements (BLC 3: wind) No Data to Print ... Member Distributed Loads (BLC 3: wind) Member Label Direction Start Ma nitude ft d..End Ma nit de ft d... Start Location[ft.%l End Loca ion ft % 1 M 1 I X 1 .008 1 .008 1 0 1 0 Basic Load Cases Load Combinations nacrrintinn -Rnlvw Pr) AR RI C Pnr►nr RI r. Fortnr RI r. Fnrtnr RI C F9r4Ar RI r. WnMnr RI r. Fnrtnr RI r` F-tnr RI r` Port- 1 Yes 2 IBC 1 -8 Yes DL 1 3 IBC 16-9 Yes DL 1 LL 1 LLS 1 4 IBC 16-10 (a) Yes DL 1 RLL 1 5 IBC 16-10 (b) Yes DL 1 SL 1 6 IBC 16-10 (c) Yes QLI 1 1 RL 1 7 IBC 16-11 (a) Yes DL 1 LL .75 LLS .75 RLL .75 8 IBC 16-11 (b) Yes DL 1 LL .75 LLS .75 SL .75 g IBC 16-11 (c) Yes DL 1 LL .75 LLS .75 RL .75 10 IBC 16-12 (a) Yes DL 1 WL 1 11 IBC 16-12 (b) Yes DL 1 EL .7 12 IBC 16-13 (a) Yes QLI 1 IWL .75 1 LL 1 .75 LLS .75 RLL .75 13 IBC 16-13 (b) Yes DL 1 EL .525 LL .75 LLS .75 RLL .75 14 IBC 16-13 (c) Yes DL 1 WL .75 LL .75 LLS .75 SL .75 15 IBC 16-13 (d) Yes DL 1 EL .525 LL .75 LLS .75 SL .75 16 IBC 16-13 (e) Yes DL 1 WL .75 LL .75 LLS .75 RL .75 17 IBC 16-13 (f) Yes DL 1 EL .525 LL .75 LLS .75 RL .75 18 1 IBC 16-14 Yes DL 1 .6 IWL 1 19 1 IBC 16-15 Yes DL 1 .6 1 EL .7 Load Combination Design r)acrrintinn ACIF (In ARIF Coviro Nnt RnlluA (IWA P^r M 1A/nnA r`rnnmtn AAxnnni CnnNn- 1 Yes Yes Yes Yes Yes Yes 2 IBC 16-8 .9 Yes Yes Yes Yes Yes Yes Yes 3 IBC 16-9 Yes Yes Yes Yes Yes Yes Yes 4 IBC 16-10 a 1.25 Yes Yes Yes Yes Yes Yes Yes 5 IBC 16-10 b 1.15 Yes Yes Yes Yes Yes . Yes Yes 6 IIBC 16-10 Ol 1.15 1 1 Yes Yes I Yes L Yes I Yes Yes Yes 7 JIBC 16-11 a 1.25 1 1 Yes I Yes I Yes I Yes I Yes IYes I Yes 8 IIBQ 16-11 b 1.15 1 1 Yes I Yes I Yes I Yes I Yes I Yes I Yes RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x3Otri-17ft.r3d] Page 3 A8 Company Apr 7, 2010 Designer WCE 2:58 PM Job Number 092a City of La Quinta - 3040 Triangle Checked By: Load Combination Design (Continued) rl e—infinn ASIC rn ARIC Q.—inn 41nf 0^11.A r`r1A CnrmnA 111/nnA r:nnnrofn \A--, C—Nn- 9 IBC 16-11 c 1.15 Yes Yes Yes Yes Yes Yes Yes 10 IBC 16-12 a 1.6 Yes Yes Yes Yes Yes Yes Yes 11 IBC 16-12 b 1.6 Yes Yes Yes Yes Yes Yes Yes 12 IBC 16-13 1.6 Yes Yes Yes Yes Yes Yes Yes 13 IBC 16-13 b 1.6 Yes Yes Yes Yes Yes Yes Yes 14 IIBC 16-13 c 1.6 Yes Yes Yes Yes Yes Yes Yes 15 IBC 16-13 d 1.6 Yes Yes Yes Yes Yes Yes Yes 16 IBC 16-1 a 1.6 Yes Yes Yes Yes Yes Yes Ye 17 IBC 16-13 f 1.6 Yes Yes Yes Yes Yes Yes Yes 18 IBC 16-14 1.6 Yes Yes Yes Yes Yes Yes Yes 19 IBC 16-15 1.6 Yes Yes Yes Yes Yes Yes I Yes Envelope Joint Displacements Ininfy rinl I r` v rinl I r% 7 rinl I n v C.dnHnn I h V D.dn•i..n 1 el 7 O..•..H..., r r r © ®soa©aosoaosm © mom � � m00000000 a ®�n�oo©■��oao��©gym Envelope Joint Reactions In inf v MI 1 f, v f41 1 P 7 fill 1 r, \Av rL Nl 1 r` \AV M M 1 f, •A7 Il. ill 1 !� © ®��m�man0000��o Envelope Member Section Forces KA.—I— Cnn Avi.,111,1 I t' . CL..ndl.l 1 r - CI. --- MI I r` r......... 11. "1 1 n •A......... 1 fI _ u__.__ I n ©�©mom©®m■a�oonoo®m o��®�moosoa�ososo, c�■��®�ma000a00000 o��om • . ©�monooso�m o��®�ma�os■osos�o��o o�©mom©®ms0000000 m��®�maos�o��oaoso Envelope Member Section Deflections \Anm tir, Cn .. f:..l 1 P` . f:..l 1 /� _ f:..l 1 n .. �_•��_ r- 1 f+ f_♦ 1 A. n-.:_ 1 n 1 M1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 2 min 0 1 0 1 0 1 01 NC 1 NC 1 3 2 max 0 18 0 1 0 1 0 1 NC 1 NC 1 4 min 0 3 -.171 10 0 1 0 1 11 3.577 10 NC 1 5 3 max .001 18 0 1 0 1 0 1 NC 1 NC 1 6 min 0 3 -.61 10 0 1 0 1 334.354 10 NC 1 7 4 Imax .002 18 0 1 0 1 0 1 1 NC 1 NC 1 8 1 min 0 3 -1.218 10 0 1 0 1 167.555 10 NC 1 F,'-o 5 .002 18 0 1 0 1 0 1 NC 1 NC 1 min 0 3 -1.904 10 0 1 1 107147 10 NC 1 RISA-3D Version 8.1.2 [I:\Custom Canopies\Risa\cc-cityoflaquinta-30x3Otri-17ft.r3d) Page 4 A9 Company Apr 7, 2010 Designer WCE 2:58 PM Job Number 092a City of La Quinta - 3040 Triangle Checked By: Envelope Member Section Torsion Mamhar San Tnrnuark-ftl I C Tnrcinn Rh 1 C v.v Warn R 1 r. 7-7 Warn C I r. 7_Tnn War I C -Y.Rnt Wnr 1 r. ©�©maoanm�m�m�m� o�o�0000m�®�m�m� o��®0000m�m�m�m� o�©mooaom�m�m�m� Envelope RISC ASD Steel Code Checks Member Sha a Code ... Loc LC Shear C... Loc ft Dir LC Fa lksi'lFt ftsil Fb ... Fb z-z ... Cb Cmy Cmz ASD Eqn 1 I M1 IPIPE 5.0 .508 1 0 1101 .013 1 0 1 110111.9 1 21.6 1 23.76 1 23.76 11.. .6 1.85 1 H2-1 Warning Log Message No Data to Print ... RISA-3D Version 8.1.2 [l:\Custom Canopies\Risa\cc-cityoflaquinta-30x3Otri-17ft.r3d] Page 5 A10 PROJECT: CLIENT: on INPUT DATA Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 V3s) Topographic factor (Sec.6.5.7.2, pg 26 8 45) Building height to eave Building height to ridge Building length Building width Effective area of components DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load ANALYSIS Veloclty ore: 197_111* -c 1 = 1.00 Category II V = 90 mph Kn 1 Flat L a L he = 16 ft hr = 20 it L = . 30 ft B = 30 ft A 50 ft2 PAGE: DESIGN BY: REVIEW BY: = 6.59 kips 6.33 kips 26.56 ft-kips 9.00 kips %, = 0.00256 K, K. Ka V21 = 1551 psf where: qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3. Case t,pg 79) = 0.88 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) 0 85 h = mean roof height = 18.00 It < 60 ft, [Satisfactory] D"an pressures for MWFRS p = qn [(G Cpt )•(G Cfrt )] where: p - pressure in appropriate zone. (Eq. 6-18, page 28). G Cpf - product of gust effect factor and external pressure coefficient, see table below. (Fig. 6-10, page 53 & 54) G Cp; = product of gust effect factor and internal pressure coefficient.(Fg. 6-5, Enclosed Building, page 47) 0.00 or C#. - a = width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1 B, 0.4h), 0.04B,3] = 3.00 ft Not PrmemiraLm /rmft Rach- 1_nad Pacac Roof angle 8 - 14.93 Roof an le 8 = 0.00 GC°' Net Pressure with GCpf Net Pressure with Surface (+GCpR) (-GCpi) (+GCj) (-GCpf) 1 0.49 7.54 7.54 0.40 6.20 6.20 2 -0.69 -10.70 -10.70 -0.69 -10.70 -10.70 3 -0.44 -6.87 -6.87 -0.37 -5.74 -5.74 4 -0.38 -5.94 -5.94 -0.29 -4.50 -4.50 1 E 0.74 11.41 11.41 0.61 9.46 9.46 2E -1.07 -16.60 -16.60 -1.07 -16.60 -16.60 3E -0.64 -9.86 -9.86 -0.53 -8.22 -8.22 4E -0.57 -8.83 -8.83 -0.43 -6.67 -6.67 5 -0.45 -6.98 -6.98 -0.45 -6.98 -6.98 6 1 -0.45 1 -6.98 1 -6.98 1 -0.45 1 -6.98 1 -6.98 �%► / \ WIND DIRECT" *3E 2 ZONE 2/3 BOUNDARY E5lC RE b WIND DIRECTION Transverse Direction Longitudinal Direction Basic Load Cases Net Pressures (Psf), Torsional Load Cases Roof an Ile 8 - 14.93 G Cp f Net Pressure with Surface (+GCp R) (-GCp i ) IT 0.49 1.88 1.88 2T -0.69- -2.68 -2.68 3T -0.44 -1.72 -1.72 AIT 1 -0.38 -1.48 -1.48 Roof an Ile 0 = 0.00 GCr,f Net Pressure with Surface (+GCp;) (GCp,) 1T 0.40 1.55L-2.6!8 2T -0.69 2.68 3T -0.37 -1.434T -0.29 -1.122 3C 3 3T 2T 4 =AT 2E 2 4E 6 0 5 ' IT REFERENCE CORNER IC a b WIND DIRECTION *41,- aE1T REWIND DIRECTION Transverse Direction Longitudinal Direction Torsional Load Cases (a O y 0 + x 0 0 O 24 in diam. Code: ACI 318-02 Units: English Run axis: About X-axis Run option: Investigation Slenderness: Not considered Column type: Structural Bars: ASTM A615 Date: 03/22/10 Time: 09:22:34 File: untitled.col Project: Fritz Bum Column: fc=3ksi Ec = 3122 ksi fc = 2.55 ksi e u = 0.003 in/in Betal = 0.85 Confinement: Tied P (kip) (Pmaxl onn (Pmax) Engineer: fy = 60 ksi Ag = 452.389 in^2 Es = 29000 ksi As = 1.20 inA2 Xo = 0.00 in Yo = 0.00 in Min clear spacing = 7.88 in phi(a) = 0.8, phi(b) = 0.9, phi(c) = 0.65 6 #4 bars rho = 0.27% Ix = 16286 in^4 ly =16286 in^4 Clear cover = 3.38 in 30 C1 EXTRABLOCK SPECIFICATIONS I METRIC 11 tank "W I UrA I RM ftWdani I fw. RMardilart 11 list MWwd Ctlatodr mow- ME Rawr tv waned HOPE HOPE HOPE Nms VA" . &W 78 330 324 Cbnamw orAq foot 1.07 Thtkrwm AST11t 17" fnm 1.34 131 Converted inches 0.05 Smp Termite teat SASS M21.0 ASTM 503395 a, WOO kWm . Is 18 Whrich 91 b WM1 kWfn 26 24 ° Lbfldlcn 162 Ebrogbon 1d 8nxk 8ABB 0221�8 A81lM 503b+a5 a Warp % a8 88 % 63 b. Widt % 58 56 % 72 Swat Strength "3787 kN 3.7 3.7 Not Conducted Elonpeion % 48 46 % Tear Strengtm pAft,- SASS 93 ASIM 0 2261 .96 Tbtlptls tear a. Warp N 200 198 Lbf 31 EbtlgA". % 02 . 88 NIA b. Wef1 N 198 196 Lbl 34 monelfion% 114 114 N/A Wetet Rt91011 0% % 0 0 % 0 10% % 78 78 % 78 20% % 8/ at % at 3m % 90 8o % 90 40% % 100 100 % 100 W% 1L SOD + 100 % 100 60% % too 100 % 100 7096 % t0D 100 % z00 TeffQ"urn Stability e. mwmum °C ffifts 25 minus 25 OF mtnue 13 b Maximum 'C plus 80 pws 80 'F ows 178 Wtd o In 3 3 it to Length rn 26 25 82 fib aCtnt W OoWad~ "m 10 to fiats 10 rume RmwAnce alfseta the Caato nu nn tderet�ls rstyraerrn te. Tine 11 9egion l2V wnen tested an the orgmw canUftn. aher west". art; OW wow exuaeeor>_ COW" Product RSA "A RSA NVR. Toe varies W-en caresm o to amep msuft obtwled m Labotatones and are mdicaws At l,Ibrmalvar. 4 9aen ar (ow faith and to the 0est of ote k-towAodgo is oo d and S supplied -mro t puaraMee or responsawav E7RRASL+OCK - WEFT 01i1ECT1ON - EXTRABLOCK - WARP 01REMON - aft"' Strafe cum Gov". airefn Curve 10 30 25 t6 20 r 5 10 1 5 S y G 10 Lzn 20 30 40 50 50 70 0 0 10 20 30 40 50 00 70 70 SOWN % stmIn � For more lnfamWAo7t please Cmmcr A TruaNd NAM& A T"Ne letpmdtterr. . SffiElS. D1 CALIFORNZA DZPAit2N=T OF FORZOTRY and FIRE PROTEC'PION OFFICE OF T= STATE FIRR KhRBRAL REGISTERND FLAME RESISTANT PRODUCT products Jtauytatration No. ALMT SITRA =OCR-VZXlWG l-SO303 Product maximted Joys Alan (PTs) LTD. , HOi UCK AV/. 2PPINO Z CAPS TOM, BOVES AMM 7460 'ibis product mats the minimum nquntments of flame resistance established by the Californue State Fire Mat" for pmdum identified in Section 13115, California Health and Safety Cade. Ile scope of the appmed use of this product is provided in the cumin alition of the CALHORNiA APPROVED LIST OF FLAMB RETARDANT CHEIIGCALS AND FABR[ S, GE OMAL AND LBUTED APPIX&TiONS CONCERNS published by the Wfbmis Stue Ftte Mambal. ee�ucy tstc p:tsr. i I By, Dstpire s 06/30/2009 pa-9 Y Std. pipe = column per Table C-1 %4" Cap Plate W D-SHACKLE XV 7x19 Galvanized steel 7x19 cable 4" and 3" Diam aluminium plates Vx2"x3" "Cap A36 Plate Plate 1 High Density y D- HACKLE Polyethelene y` Fabric Min. 1" 3/a" x 2" x 3" '/8" Galvanized or A36 Plate S/steel Turnbuckle Detail A With turnbuckle %4'0 W 9 galvanized wire rope typical at perimeter Federal Specification RR-W-410D, meeting the dimensional and strength requirements of MIL=W-83420 D Detail B Cable and fabric clamp detail 1" S/S Bolt Typ. Aluminium discs %4" O 7x19 Galvanized steel 7x19 cable - 4" and 3" Diam aluminium plates High Density " D-SHACKLE Polyethelene Fabric Std. pipe —/ -L�IL column per Table C-1 Detail A No turnbuckle Std. pipe column per Table C-1 2% Slope for drainage Finished Surface 3 - #3 Ties 2" apart for ` first 6" I 1 U I 1 I I #3 Ties @ 12" spacing F- A? m in I I ~ 6 - #4 Verticals eq. spaced around dia. @ Table C-1 round and 3 bars each face @ square v," End Plate Concrete footing Min. 3" clearance from soil 2' 0" Round or quare Detail C Foundati-o-ni-ge-tail at Pipe Column CITY OF LA BUILDING & SA APPRO FOR CONSTR i DATE 8 APR 16'211 ID lColumn I Max. Ht Ftg Depth Post Embed A 5"0 Std. 17'-0" 5-6" 3'-8° Pipe B 4Ip Std. 13'-0" 5'-0" 3'-4" P C 4"0 Std. 13'-0" 5-4-3'-4" Pipe D 5110 Std. 17'-0" 5-6" 3'-8" Pipe Dmwo Notes c MITC, �F CP S3081 m d Expires 06/30/11 2-0 Jl CTVQ �F qTF Of C A1.\� UINTA TY DEPT. ED TION i Na WwYa�/hfu! Dote CUSTOM CANOPIES INC ■*O M M rY City of La Quinta ... 18x20 Hypar Sall S 1-2 April 2010 "� NTS X " Galvanized aircr, cable sewn in hem o Detail A S1-2 ELEVATION PLAN 3t Extra910ck and I to reduce shrinkage. 'arbric mass 9.38 to per sq. yard DESIGN CRITERIA Designed to conform to CBC 2007 Live Load = Awning = 5.0 psf Wind Criteria Exposure = C 3 Sec. Gust V = 90 mph Importance = 1.0 GCpi = 0 (open structure) Seismic Criteria Soil Site Class = D Lateral System = Cantilever Column R = 1.5 STEEL Structural steel shall conform to ASTM A-36 Machine bolts shall confom to ASTM A-307 Pipe columns shall conform to ASTM A-53 Type E Corrosion protection shall be provided for all steel (Bolts can be S/S T316 Fy=30 i-� WELDING BUILDI Welding shall be done by AWS D1.1 Structural certified welders. FOR REINFORCEMENT Rebar shall conform to ASTM A 615 Grade 60 DATE Clearance from soil shall be a minimum of 3" Detail C S1-2 SOIL CAPACITY Allowable bearing pressure 1500psf Allowable lateral bearing pressure 150psf (assumes clayey sand - field verify) FOOTINGS Concrete fc = 3000 psi Coarse Aggregate - 11" max. Slump = 4.0" +_ 1" W/C ratio = 0.45 max. Note: Square footing with width = diameter may be substituted CLEARANCE FROM OTHER STRUCTURES Canopies shall be at least 6" away from any other structure which may be damaged due to deflection. "Note NO special inspection Required" con" NOW I James L. Mitchell, SE Structural Engineer Montgomery, Texas 972-342-9936 Q�,pFESS/p�V M / 71' cs S3081 r z m LLJ Expires 06/30/11 ci'J. RUCTVP ��P � q�E Of C A\-\F rLAQUINTA SAFETY DEPT. PROVED ONSTRUCTION BY No ftywW u" ow. CUSTOM CANOPIES INC. City of La Quinta i"d 9. IWO Hypar Sag S 1-1 °` Apol 2010 NTS v4 Std. pipe — column per Table C-1 %4" Cap Plate %" D-SHACKLE Min. 1" %4" O 7x19 Galvanized steel 7x19 cable 4" and 3" Diam aluminium plates 3/snx2"x3" /4" Cap A36 Plate Plate High Density A3/a" D- HACKLE PolY ethelene y` Fabric Min 1" 3/8" x 2" x 3" ;/8" Galvanized or A36 Plate S/steel Turnbuckle Detail A With turnbuckle %4'0 7x19 galvanized wire rope typical'at perimeter Federal Specification RR-W-410D, meeting the dimensional and strength requirements of MIL-W-83420D ig Detail B Cable and fabric clamp detail i" S/S Bolt Typ. Aluminium discs Y4" O 7x19 Galvanized steel 7x19 cable / 4" and 3" Diam aluminium plates High Density " D-SHACKLE Polyethelene Fabric Std. pipe - / column per Table C-1 Detail A No turnbuckle Std. pipe column per Table C-1 Finished Surface N p � C D T A. -PR 16 2% Slope for drai J-1fJ �ICJG O�IOI V first 6" I 1 I I I I #3 Ties @ 12" spacing I I I I 6 - #4 Verticals eq. spaced around dia. @ Table C-1 round and 3 bars each face @square v," End Plate Concrete footing Min. 3" clearance from soil 7 0" Round or Square Detail C Foundation Detai at Pipe Column CITY OF LA BUILDING & SAF APPR FOR CONSTRL DA rE Jb Zoe o B ID Column I Max. Ht Ftg Depth Post Embed A 5" 0 Std. 17'-0" 5-6" 3'-8" Pipe B 5" 0 Std. 15-0" 5--6" T-8" Pipe C 4"0 Std. 12'4" S-0" X-4" Pipe con" Note N S3081 rr z cr- Expires 06/30/11 F OF C A0 �J UINTA TY DEPT ED CTION Noftyonlhaa Data rr ft"wrr- CUSTOM CANOPIES 'INC rye w w �w City of La Quinta "0 30x30 Triangle Sail S 1 —2 °" April 2010 "� NTS ''tea Y, cabl Detail A S1-2 ELEVATION PLAN F n Detail C S1-2 DESIGN CRITERIA Designed to conform to CBC 2007 Live Load = Awning = 5.0 psf Wind Criteria Exposure = C 3 Sec. Gust V = 90 mph Importance = 1.0 GCpi = 0 (open structure) Seismic Criteria Soil Site Class = D Lateral System = Cantilever Column R = 1.5 STEEL Structural steel shall conform to ASTM A-36 Machine bolts shall confom to ASTM A-307 Pipe columns shall conform to ASTM A-53 Type E Corrosion protection shall be provided for all steel (Bolts can be S/S T316 Fy=30.0) WELDING Welding shall be done by AWS D1.1 Structural certified welders. CI BUI LDA REINFORCEMENT Rebar shall conform to ASTM A 615 Grade 60 Clearance from soil shall be a minimum of 3" SOIL CAPACITY Allowable bearing pressure 1500psf Allowable lateral bearing pressure 150psf (assumes clayey sand - field verify) FOOTINGS Concrete fc = 3000 psi Coarse Aggregate - 11" max. Slump = 4.0" +_ 1" W/C ratio = 0.45 max. Note: Square footing with width = diameter may be substituted CLEARANCE FROM OTHER STRUCTURES Canopies shall be at least 6" away from any other structure which may be damaged due to deflection. *"Note NO special inspection Required" QMCM Nma James L. Mitchell, SE Structural Engineer Montgomery, Texas 972-342-9936 C q S � S3081 r z m Expires 06/30/11 z fr tr S�. Pam' JI. 9UCTUQ' ��P 'OF C A\-\E OF LA QUINT� ING & SAFETY DEP PP®VED CONSTRUCTION BY ra ft yen/sw. awl irww�� CUSTOM CANOPIES INC. City of La Quinta .." *. 30x30 Triangle Sall S 1 -1 ON, April 2010 toy NTS