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BSPN2019-002178-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4'�t 4 4 Q" DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: SPECIAL INSPECTION/ Application Number: BSPN2019-0021 Property Address: 50497 EISENHOWER DR APN: 773021027 Application Description: MOUNTAIN DUNES / 2400SF TENT Property Zoning: Application Valuation: Applicant: /� LINDA JEKINS - TAMME INC. dba SIGNATURE PARTY RENT //0 \ n 82309 MARKET ST. d'',� �\ ' I LA QUINTA, CA 92253 f6)t'! nn VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/27/2019 Owner: KSL DESERT RESORT 1 POST OFFICE SQ STE 3100 BOSTON, MA 0 Contractor: TAMME INC. dba SIGNATURE PARTY RENTALS OUTSIDE CITY LIMITS (714)545-6780 Llc. No.::LIC-0101636 ------------------- ,�---------14------.���_.::i---------------------------------- LICENSED CONTRALTO 'S DE LARATION I hereby affirm under penalty of perjury that 1 m lit sed u der provisio f Chapter 9 (commencing with Section 7000) of Divi on oft Bu es and Profe ins Code, and my License is in full force and effect. License Class: _ License No.::LIC-010 ri Date: I Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am�eernp�fjr,the Contractor's State License Law for the following reason (Sec. 7031.Ssind Professions Code: Any city or county that requires a permit to construct,er„ie, 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.). (_) I, 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. . B.&P.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 S cti 700 of the Labor Code, for the performance of I e work for which this permit is issue y workers' compensation insurance carrier nd policy number ar C Policy Number:_ I certify that in the performance of th or r which this r t is issued, I s I no mploy any person in any manner so to c me subject t workers' compensation laws of California, and agr e t t, i sh Id becom su Jett to the workers' compensation provisions of Sec e 0 of Labor d , all comply with those provisions. r Date: Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSA ION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO C INAL PE LTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,0 0 . 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 Building Official 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 nu d void if work is not commenced within 180 days from date of issuance of such pit,�r cessation of work er for 180 days will subject permit to cancellation. 1 r I certify that I have read this application and state thW/.01 ationis rectI agree to comply with all city and county ordinanceting toding construction, and hereby authorize representativespon above• mentioned property for inspection purposes. - Date: �l Signature (Applicant orAg Date: 11/27/2019 Application Number: BSPN2019-0021 Property Address: 50497 EISENHOWER DR APN: 773021027 Application Description: MOUNTAIN DUNES / 2400SF TENT Property Zoning: Application Valuation: Applicant: LINDAJEKINS -TAMME INC. dba SIGNATURE PARTY RENTALS 82309 MARKET ST. LA QUINTA, CA 92253 Detail: 40 X 60 CANOPY TENT WITH 150 OCCUPANCY COUNT . Owner: KSL DESERT RESORT 1 POST OFFICE SQ STE 3100 BOSTON, MA 0 Contractor: TAMME INC. dba SIGNATURE PARTY RENTALS OUTSIDE CITY LIMITS (714)545-6780 Llc. No.::LIC-0101636 FINANCIAL INFORMATION DESCRIPTION ACCOUNT CITY AMOUNT SPECIAL INSPECTION 101-0000-42404 0 $80.50 DESCRIPTION ACCOUNT CITY AMOUNT SPECIAL INSPECTION PC 101-0000-42600 0 $201.25 Total Paid for COMPLIANCE SURVEY/SPECIAL INSPECTION: $281.75 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 • 1 �W - rE*M ,J,h, DESMU - p PERMIT # ~ _ T S ` N z U t � — PLAN LOCATION: Project Address: ��1 1� 1S�G�. Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: t k -0-., `'1 x � D Applicant Name: L4 gL f�� CDAI' , Address: -5+- City, ST, Zip: la_aLxL t&l c 'pZ 6,53 Telephone: q Q6 Email: 1 SlCftLC� elt Valuation of Project $ Contractor Name: ��'� ��� New Sr struction: Address: 8 M(:� Conditioned Space SF City, St, Zip �� Garage SF Telephone: 8� ��� Patio/Porch F Email: l e SF Fire Sp SF State Lic: COBus Lic: Arch/Eng Name: LJ Construction Type: Occupancy: /5-0 Address: 1 • J Grading: City, St, Zip W p'Z cf Bedrooms: Stories: # Units: Telephone: S5-0 i 5150 Email: 0.vt III eu ,00 State Lic: V 9nity Bus Lic: Property Owner's Name: �� New Commercial / Tenant Improvements: Address: -6 1/PlAtC 1 � Total Building SF City, ST, Zip LCL U-1 �-}-� Construction Type: Occupancy: Telephone: 5L � 1 1 7 CALLE TA LAA QU I NTA, CA 92253 92253 760-777-7000 02,P 96' � 5 Golf Course W E N CLtr BUILDN' 15 DIVISION REVI F YvkrC F C COMP IANta= I DATE&AVA BYAW = FIRE EXTINGUISHER ®= NO EVENT LOCATION: LA QUINTA RESORT (MOUNTAIN COURSE PATIO) 50200 AVENIDA VISTA BONITA LA QUINTA, CA 92253 BRAWN BY: I DATE: MIKE 11/06/19 - CEMENT BLOCKS (2,000 LBS EACH) z W Lu a m C QLu m N � w oW U o �o Lu z o 4 C Z T-- Ciubhouv-- MOKING SIGN ©= LIGHTED EXIT SIGN (WITH BACKUP BATTERY) MOUNTAIN DUNES CLUB 40' x 60' FLOOR PLAN ;LIENT NAME: I ORDER NUMBER: :LIENT PHONE: SALESPERSON: LINDA JENKINI- ]EUVERY DATE: EVENT DATE: PICK-UP DATE: w = TENT WALL r`. ALL DATA AND INFORMATION CONTAINED IN OR DISC. OSED BY THIS DOCUMENr IS CONFPJEN'IAL AND PROP'IFTAEY INFORMATION OF SIGNATURE PARTY RENTALS ALL RIGHTSTHERIN IS HELD IN CONFIDENCE AND W TRUST, AND WILL NOT BE COPIED--FPRODUCFC WHOLE OR IN PART. NOR ITS CONTE,TS REVEAL.D IN ANY MANOR TO OTHERS, EXCEPT 10 MEET IHE SPECIFIC PURPOSE FOR `WHICH IT+.AS DELIVERED i4 510LOO ~A110.4 ViS74 1 of 18 ?SU L� 10815 RANCHO BERNARDO RD., SUITE 260 SAN DIEGO, CA 92127 PROJECTMANAGER@SULLAWAYENG.COM ENGINEERING PHONE: 1-858-312-5150 PROJECT: MOUNTAIN DUNES CLUBHOUSE - 50200 AVENIDA VISTA BONITA, LA QUINTA, CA d DATE: 10129/20 PROJECT #: 23881 ?TNGlNEER: SA CLIENT: SIGNATURE PARTY RENTALS I �i REVISED' ri 40'-0" 10'-0"O.C. TYP. FRONT ELEVATION C mr- 0 C0c i -0p*G� Dmoo� 0 one TS m M O 2 t z_ 10 LB WEIGHT - PER COLUMN 60'-0" - u0'-0"O.C. TYP,� I, aJ— 20 `0— 20'-0„ GENERAL NOTES SIDE ELEVATION RECEIVED NOV 14 2019 1. DESIGN CODE: CBC 2016 2. DESIGN LOADS: ASCE 7-10 3. TENT TO BE REMOVED IF WINDS APPROACH 46 MPH Cy OF LA QUINTA 4. WIND SPEED Vu=60 MPH, Vasd=46 MPH EXPOS �I�1V AND DEVELOPMENT DEPARTMENT 5. STEEL CABLE A363 6. ALUMINUM ELEMENTS 6061-T6 7. PROVIDE PROTECTION AGAINST DISSIMILAR METALS '11CIVIL OF CALM% &plu %0 %,q - cau 617/'y Sozcc AUF Utswo ROti%tT-A 2of18 MecaWind Pro v2.2.7.7 per ASCE 7-10 c;, i rpri; _ , In glii: Date 11/1/2019 Project No. ; JobNo Company Name ; True Designed By Engineer Address : Address Description Description City : City Customer Name : Customer State State Proj Location ;: Location 2Ir)00 r_O 2d 37 �`.?�:1 "J (1?v3.,_1-��%?_1 i:,�; �; is l�.,r;t•7 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) - 60.00 mph Structural Category II Exposure Category - C Natural Frequency = N/A Flexible Structure - No Importance Factor - 1.00 Kd Directional Factor 0 0.85 Alpha 9.50 Zg 900.00 ft At 0.11 Bt 1.00 Am + 0.15 Bm 0.65 Cc s 0.20 1 500.00 ft Epsilon 0.20 Zmin 15.00 ft Pitch of Roof - 6.15 : 12 Slope of Roof(Theta) - 27.14 Deg h: Mean Roof Ht a 13.13 ft Type of Roof = HIPPED RHt: Ridge Ht a 18.25 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 60.00 ft Bldg Width Across Ridge= 40.00 ft Length of Hipped Ridge = 20.00 ft Roof Slope on Hip End - 27.14 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simpli.fi.ed Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 a 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) - 0.85 Kht: Topographic Factor (Figure 6-4) = 1..00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 6;:•65 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0:80 Roof Area 2790.65 ft^2 Reduction Factor based on Roof Area = 0.B0 MWFRS-Wall Pressures for Wind Normal to 60 ft Wall (Normal to Ridge) I. 1 _ i ,.� .;err•. h bass., ,pr_ ISTJ,IiI i�sign, ,,.,-" a l,IaJ. Far." .,C Wall Cp Pressure Pressure ^'__'^ +GCpi (psf) -GCpi (psf) - '^ Leeward Wall -0.50 -4 02 -1.63 Side Walls -0.70 -5.15 -2.76 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ,... ---------------------»w---------------- Windward 8.00 0.85 1.00 0.80 6.65 3.32 5.72 16.00 Roof Location CP Pressure Pressure +GCpi(psf)-GCpi(psf) wti ..,-- - ------------------»------------------------------------- Windward - Min Cp -0.22 -2.44 -0.05 Windward - Max Cp 0.,27 0.33 2.:72 Leeward Norm to Ridge -0..60 -4.59 -2.19 Hipped End (.00 to 6.56 ft) -0..90 -6.28 -3,89 Hipped End (6.56 to 13.13 ft) -0.90 -6.28 -349 3of18 Hipped End (13.13 to 26.25 ft) Hipped End (26.25 to 40.00 ft) -0.50 -4.02 -1.63 -0.30 -2.89 -0.50 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Per Sec 27.4.7 min pressure of 16 psf * 1 = 16.0 applies to Elev 8.00 ft Note (6) Hipped ends considered as parallel to ridge for all theta. Note (7) Ref Fig 27.4-1, Normal to Ridge (Theta>-10), Theta= 27.1 Deg, h/l= 0.22 Note (0) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (9) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (10) Area* = Area of the surface projected onto a vertical plane normal to wind, M9FRS-Wall Pressures for Wind Normal to 40 ft wall (Along Ridge) l_1] E r . s,._. ,.;, o,a. cl c. - , .',r.i _,.iF L :-, Jq ,i] t_ .i :.cd 0 or Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall~ �^ 0.40 YY-3.46 w-1`06 Side Walls -0.70 -5.15 -2.76 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 18.25 0.88 1.00 0.80 Windward 8.00 0.85 1.00 0.80 Roof - Dist from Windward Edge Roof: 0.0 ft to 6.6 ft Roof: 6.6 ft to 13.1 ft Roof: 13.1 ft to 26.3 ft Roof: 26.3 ft to 60.0 it 6,93 3.52 5.91 16.00 6.65 3.32 5.72 16.00 Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ------------------------- -0.90 -6.28 3 89 -0.90 -6.28 -3.89 -0.50 -4.02 -1.63 -0.30 -2.89 -0.50 Notes - Along Ridge Note (1) Per Sec 27.4.7 min pressure of 16 psf * 1 = 16.0 applies to Elev 18.25 ft Note (2) Per Sec 27.4.7 min pressure of 16 psf * 1 = 16.0 applies to Elev 8.00 ft Note (3) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.22 Note (4) X- Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (5) MIN - Minimum pressures on Walls = 16 psf and Roof = 8 psf Note (6) Area* = Area of the surface projected onto a vertical plane normal to wind. 4of18 V5 0 S U L L AWAY 10815 Rancho Bernardo RD., SD, CA 92127 proj ectmanager@sullawayeng. com E N G I N E E R I N C Phone: 858-312-5150 Fax: 858-777-3534 PROJECT: MOUNTAIN DUNES CLUBHOUSE DATE: 11/1/2019 PROJ. NO.: 23881 ENGINEER: SA CLIENT: SIGNATURE PARTY RENTALS units; pounds, feet unless noted otherwise Check concrete uplift: RISA N33: Fy = = 1.399 k Uplift per block = Fy = = 1.399 k Weight of Block = 0.9(2000lbs) _ = 1.80 k 0.7772 < 1 OK shear: RISA N70A: Fx = = 0.094 k Fz = = 0.654 k Shear per block = sgrt(Fx2+Fz2) _ = 0.66 k Vu = Shear per block/0.4 = = 1.65 k Vn = 0.9(2000lbs) _ = 1.8 k 0.9177 < 1 OK c� -�7 C: C� 5 0 C Zrn0- m 0Qr)C: a — 5of18 �yY f'.X Z Loads:BLC 14, Envelope Only Solution i Loads: BLC 14, Envelope Only Solution a m g C) 0 e0C) �rn2 -n 02 r0mG) And d m m Efc7 mo � f zz 7of18 w A m i ® C 4! I W < 50M zm0f m ®W Loads:BLC 14, Envelope Only Solution 10of1R X Z 2000 LB WEIGHT, TYP. — a 9A 0 IW 0 t=- -57M 1 1 I1 -30 0 a . { Loads: BLC 14, Envelope Only Solution 11 of 18 Loads: BLC 2, WL1 Envelope Only Solution 12 of Loads: BLC 3, WL2 Envelope Only Solution 14 of 9f! 14 Loads: BLC 5, WL4 Envelope Only Solution iTf !JC 0 rill Qc:z p Cl) rim m�< M z 15of18 SULLAWAY Engineering Nov 1, 2019 Hot Rolled Steel Properties 1 ehel C ri-n n rLw:1 w1.. 1 r.3.- _.4•..es,4 A36 G6 29000 1 154 .3 __... "'.. MO. -yv��u V.-P..,-. 65 -49 - LRNLRaIi - 36 IV- 1.5 ..-r�4Lr-WIl 58 1.2 2 363 2 0 111 4 .3 .65 -4 103 1. 8 -58 1-9 3 1 A500 Gr.42 1 29000 1 11154 1 Q .65 .4.9 1 42 1, 1.1 4 A500 Gr.46 29000 11154 .3 .65 1 -42 J 4 1.2 1 58 1.1 Aluminum Properties I ehal C n-. i n 1 3003-H14 10100 3787.5 .33 1 1.3 1 .173 1 Table B.4-1 1 t 19 16 13 12 141 2 60 1 -T6 1 100 3787 33 1.3 17 Table B. 2 1 42 1 35 35 25.2 141 3 6063-75 10100 3787.5 _ .33 1.3 .173 1 Table B.4-2 � 1 22 16 16 13 141 4 60 3-T6 10100 3787. .33 1 1.3 .173 Table B-4-2 1 30 25 25 19 141 5 5052-H34 _ 6061-T6 10200 3787,5 .33 1.3 .173 _1-Table 8,4-1-.• _ 1 _ 73 Table B.4-1 1 _ 34 24 26 2 20 141_ 6 10100 3787.51 M I 1. 15 15 14 141 Hot Rolled Steel Section Sets Label !haFe Type. Q!W;Zrt List Material Design.._.p,.[{n27 IYY n47.lzz EjD4j J..[in4j-- 1 1/4" stl able 1/4" cab... Beam Pie MOTpica] . .0001921.000192 oo0383 Aluminum Section Sets I ..6-F 11.7,-.. 1 maxi tube MAXI TUBE Beam Rectangular Tubes 6061- - r. LEI , a� T i al 1-844 .716 eee lI Lj� 4.408 2. 47 2 brace leg 2.ODOODXO.125 Beam Recta n ular Tubes 6 -TE T ical .7 .325 47 3 maxi tube II MAXI TUBE ll ALB Beam Rectan ular Tubes 16061-T6 T ical _..2,041 ,. 1.031 5.507 2-855 Basic Load Cases RI r, IlcePrinfinn v r.....:+.. v P+.....:4.. - ^-_..r... 1 - - -..-., DL DL .. _._..., .-r_r„y.. -1 - ......�_ ....-v•-� I .. � .,��. .-.�al�,�u�a,., r. L.ric.-.�ulogycL. 21 W 1 WL 3 WL2 �- - WL WL3 W - 20 4 �- 2 -5_ WL4 WL 20 IBLC 2 Transient Ar.-None 1 6 �7 8 BLC 3 Transient Ar.. None _ 1 1336 BLC 4 Transient Ar..-i None 1267 Q JBLC 5 Transient Ar...l None 1267 Load Combinations Uescriotion Solve PDe--. SRSSl31 r.FA Rif -.Fa RI r:Fa RI r pn RI r,..Fe F71 r•r:� QI I^F� nl rlmn OI rCw of r m.. Envelope Joint Reactions Joint N1 max' x k Le �I�- L My115�Qj LC MZ I#c- 217 3 L1.542 3 .323 .. 3 0 1. 0 1 1 0 1 min. 43- .09 4 .1 4 _ 1 . 1 1 N3 max _ 199 I .388 1 -. 206 4 0 1 0 1 0 1 RISA-3D Version 16.0.0 [EA ... \Sullaway - 21000 to 24999\23800\23881 \RISA\23881 -RISA. r3d] Page 1 16 of 18 SULLAWAY Engineering Nov 1, 2019 Envelope Joint Reactions Continued fain+ v. mi 1 r, W MI 1 Y, ^! MI 1 n RAW 11. 41 1 n •.V �,_ a 47 min 7 :4 - -.5 3 - T .008 - 1 --� -_ 5 N6_ max .051 4_ 1 .194 4 0 1 0 1 0 1 6 .. min -.2 -.388 3 __ -.54 4 1.557 2 mg 1 0 ! 1 0 1 . 7 N --maxl 112 3 329 3 0 1 1 0 1 0 1 min 1 -.213 3 1 -1.214 4 - 0 1 0 1 0 1 9 N17 1 max .206 2- 333 1 .519 3 0 1 0 1 0 1 10 1 min-Imin-I DQQ 1 -.441 2 0 5 0 1 0 1 0 1 11 12 N24 max 12 5 .495 5 .519 3 0 0 1 0 1 p 1 1 1 min -.20 2 - 1 2 0 4 1 01 13 N33 max 137 1 1.103 1 .324 3 0 Li. 0 0 1 1 -. 39 2 -1.399 2 -_1 4 0 1 1 15 N35 max .127 1 1.177 3 .096 3 0 1 0 1 0 1 - 17 -.442 4 -,208 4 0 1 17 N38 _ maxI 168 2 1.175 3 .095 3 0 1 0 1 1 0_ 1 18 i -. 127 1 - 4 -.192 4 0 1 0 ! 1 i 0 1 19 - _ N40 maxIL 112 4 1 1.105 1 .319 3 0 1 0 1_ 0 1 i t -_ 1- 39 2 -. 07 1 1 1 0 1 �1 N58 max 392 1 .381 3 .182 2 0 1 0 1 1 22 min 1 248 D -. 74 4 -.046 1 0 1 _0__ 23 N56 max 0 3 .521 3 .161 2 0 1 0 1 0 1 24 in ? -. 4 4 1 - 0 1 -. 18 5 0 1 0 1 1 25 N57A maxi 33 4 1 .374 18 2 0 1 0 1 1 1 2 -.392 1 1 .02 -. 5 5 1 1 0 1 1 27 N61 _ !max _ min Q _ . -.04$ 2._ �_ .072 q__ 021 5 0 1 1 0 1 0 1 2 -.3 5-.07 0 1 29 N62 maxi min .413 1 -.127 3 4 ��205 -.1 4 2 .048 0 5 1 0 0 1 1 1 0 1 1 1 0 0 1 31 N63- max .338 4 204 1 .056 5 I 1 0 1 p 1 32 min -.411 -10 2 0 0 1 0 1 1 0 1 33 N68 max 216 5 .158 5 .651 1 3 0 1 1 1 0 1 4 min - - -.179 1 4 1 0 1 0 1 1 0 1 35_ 36 _- N69A max, _ .2y19 min -.0 9 5 r_1-58 5 2 _.653 -.185 3 1 0 0 1 1 0 0 1 1 1 1 1 0 0 1 -_076 1 37 N70A _ max .094 3 .148 1 .654 2 0 1 0 1 0 1 $ 1 min -.004 -. 7 2 - 1 0 1 0 1 0 3 N71 ImaxII 079 2 .149 1 .654 3 0 1 1 0 1 0 1 40 -.003 5 4 _OOQ I 4 1 0 1 0 1 41 Totals- Imaxi 1,475 4 7.901 1 5.541 1 3 11 42. 1min . 0 2 -3.78 4 0 Envelope AISC 14th(360-10): LRFD Steel Code Checks 1 2 . IYIGIII 1 - M44 IUI45 �]II -FIC 1/4" cable VlVliC l{IICI,.R .058 .028 LVG�I 295 ..I 295.... L4 3 4 iiGp_.a..uc:.... .001 0 .. 3 1 �.7nr- 0 -I 4.55 55 nl- ... !_.019 1 Dow...... .019 •..!H1-1.. 1/4" cable 1 1 3 M4 1/4" cable .059 1295....1 3 .0011 .001 0 4 0 4 0 0 4.55 1 .019 .019 H1-1.. 4 M47 1/4" cable .0 g 295....1 4. ! 4. .0 -019 ...,H1-1.. 5 1 M99 1/4" cable .123 1295 .... 1 3 .001 0 5 0 4.55 .019 .019 100 1/4" cable .0 7 295....i 4 01 0 1 14! 0 4_ 01 .019 H1-1 . Envelope AA ADM1-15: LRFD - Building Aluminum Code Checks Member Shage Code C... Loc[inI LC Shear ... L Unj Dir LC h'*Pr hiTn►{ phi" hi Mn hi*Vrf i 1_ M1 (MAXI TU... _138 120 1 8 0� 4 4 020 .014 10 z 4 3 . 3.792 3.792 58.086. 86 2 M5 MAXI TU... 3 M7 (MAXI TU... 1 .195 120 4 .023 120 z 14 1 3.792 58. 86 4 M 'MAXI TU... _150 0 2 .023 120 z 12 13,792 158-086, 5 M10 IMAXI TU... 0 120 2 1 .021 1 120 1 z 12 1 3-792 8.086 1 .402 15-013 18.426 7.1 1 .402 1 .42 6 13...H.1-1 7.1 I2... H.1-1 RISA-3D Version 16.0.0 [EA ... \Sullaway - 21000 to 24999\23800\23881\RISA\23881-RISA.r3d] Page 2 17 of 18 SULLAWAY Engineering Nov 1, 2019 Envelope AA ADM1-15: LRFD - Building Aluminum Code Checks (Continued) Member Shaoe Cade r 1 nrrinl I r Shaar I rnrrinl nir 1 r-nhi+Cnr nhi*Gnfr nhi-llAn ..tis•ea, "_- ...23 4 �2�-. . 2 z.su"� tiUXI 01 4 95 18,426 6 2 .. L H.1-1 7 M14 (MAXI Tu...• 173 0 4 .023 0 z 3 3.792 58.0861 1A02 1 4.81 18A26 7.16 1- 1-1 8 M1$ IMAXI TU...; 4 120 24 120 z 3 3.792 8.086 ' 1. 02 ' 4.942 1 .426 7.16 '2 .1-1 9 M20 MAXI TU... 1 .242 I 120 2 .022 120 z 2 3.792 58.086 1.4 2 4.91 8.426 7.16 '2... H.1-1 10 M21 MAXI TU... .172 1 1 2 22 120 z 2 3 792 8-086 1 1 4.902 1 6 7.1 ;z-•- •1-1 11 M23 MAX Tu... ,p80 0_ 3 .014 0 z 2 8.531_ 64.2911 1.836 1 5.759 19.673 7.16 1... .1-1 12 M25 MAXI Tu--...0 7 4 2.923 64291 ` 1.836 5.759 19.673 _ 13 _.. M28 MAXI TU... .087 78 4 .010 7$ 4 12.923 64.291 1.836 5.759 19.673 7.16 2•.. H.1-1 1 M30 !MAXI Tu... 81 3 .014 z 5 31 6-4.2 11 1. .759 1 .1.6 1._. .1-1 15 M32 MMAXI TU... 050 5 .01 0 y 2 1 85,11 64.291 1 1.8 6 5.759 19.673 7.16 (MAXI TU.., .084 5 1 0 5 8.531 4. 9 .83 5.7 19,673 16 2... .1-1 17 M36 IMAXI TU... .093 78 3 .010 78 4 12.923 64.291 1.836 5.759 19.673 ,16 3... H.1-1 1 M (MAXI Tu... 4 7 8 4 12. 2 4 291 1. 7 1_ 7 7.1 3... .1-1 19 M43 (MAXI TU... IMAXI TU... 045 _ 098 0 2 .0141_ 0 2_ 8 531 64.291 1.836 64291. 1.8 _5_759 5.759 19.673 19. 7 7.16 7.1 3..- H.1-1 2 p 45.5 2 04 . 45 37.12 1..: • 1-1 _2 22 M56 IMAXI TU... 1pg 45.5 .4 .005 45. 37.123 64.291 1.836 58086 1.4Q2 5.759.• 4.564 19.673 7.16 1... H.1-1 M74 IMAXI Tu... - 7 4 .01 269.6.. 51� .426 -1 �2.-. .1-1 _23_ 24 -.^M79 M79A MAXI TU... .L1 0 2 7 013 0 y 2 .751 58.086 f. 1.402 4_567 5M3 18.426_ 1 .42 7.16... 1 2--. .1-1 -1-1 MAXI TU.,.-068 1 0 12 120 z 3 3,792 58. 86 1.402 25 M102 MAXI TU... .097 27 4 .014 21 2 51.668 64.291 1.836 5.759 19.673 7.16 1... .1-1 2 M105 MAXI TU... 137 7 4 .01 4 51. 64.291 1.836 5.7 9 1 .673 7 1 11 ... .1-1 27 M106 1MAX1 Tu... 124 1$ 2 36 0 2 52.582 64.291 1.$ 6 5.759 19.673 7.16 2•„ H.1-1 28 M109 MAXI Tu... .136 1 4 39 4 52.5 2 4,291 1.836 5 19.6731 7.16-• -1-1 2.9 _ _ M110 M113 Maxl Tu... 133 (MAXI TU. 18 4 039 02 0 ^0 4 52.582 152-582 64.291 64.291 1.836 5.759 19.673 7,16 2-•• .1-1 0 4 V 1 3 1,836 5.759 19.673 7.16 2... .1-1 31 M135A IMAXI Tu... -135 IMAXI TU... 1 1so.5.., 2 .011 1180.5.. 4 1.676 58.086_-, 1.402 4.748 47 5 18.426 7.16 136A 180,5.. p.12 180.5.. 4 1. 76 5 0$ 1. 0 18.4 67. 633 M139 IMAXI TU_..• .126 180.5.. 2 .007 1180.5.. 2 1.676 58. 86 1.402 4.763 18.426 7.16 .1-1 4 140 (MAXI TU... -1 180.5.. 3 QQ i180,5.. 2 1.67 5 .08 ! 1.4 4.565 18426 7.1635 12-.1-12 M125 IMaxl Tu..- ,066 0 2 .013 0 z 2 8.531 64.291. 1.836 5.759 19.673 7.163 M A (IMAXI TU... 91.342 10 182.6.. 2.356 4. 7 7 7.1 .1.1 37 M37� M38 IMAXI TU... .228 91 342 3 .014 0 4 2_356 64.291 1.836 5.759 19.673 3 7.16 7 1 1... li--• .1-1 IIMAXI TU.,. 07 4 3 3 3 64.2911 1.836 .7 39 40 M39A 4 IMAXI TU... .108 !MAXI TU.._' •09 1 0 91.342 4 2 .004 _1 0 )182.6.. y 4 2 37.123 2.3 6 64,2911 642 1.836 1_$36 5.759 .7 19_673 1 _67 7.16 1 ••• 1... .1-1 1•t 41 M41 IMAXI TU...+ .100 191.341, 4 .014 i182.6.. 4 2.356 64.291 ! 1.836 5.759 19.673 7.16 1.- .1-1 42 M42 IMAXI TU... 107 • 14.5 006 14.5 4 52.58Z 64.291, 1.8 .7 9 19.673 7,16 !1..- -1-1 43 M43A IMAXI TU.,. .128 ' 14.5 4 .009 14.5 V 4 52.582 64.291 1.836 5.759 19.673 7.16 11..- 4 M48 2.000OD._. .141 56.048 3, .0 4 7 23.13A 1,056 1.056 3.478 3.4-71... .3- 45 M49 2-oOOOD... .141 56.048 3 .003 0 4 7.89 23.184 1.056 1-056 3.478 3.478 1... H.3-3 46 M50A 2.000OD... •087 56.048 4 .003 0 4 7.89 2 _184 1.057 1.057 3.478 347 1.__H_1-1 47 M51_ 12-0000D.._ 078 i56.048 2 .003 0 0 12 7.89 23.184 1.056 $ 6 1. 56 3.478 3.478 1... H.1-1- 48 M52 IMAXI TU.., -0900 4 52.582 t4.221 5.759 19.673 7.16 ll... 49 M53 IMAXI TU... 1 .126 0 4 .010 0 Y 3 52.582 64,291 1.836 5.759 19.673 7 16 1... H.1-1 5 M54 MAXI TU... 3 2 .014 4 51.667 64. 1 3 19.67 7.16 .1. -1-1 5 M55 IMAXI TU... -139 0 4 .019 6 4 51.667 64.291 1.836 5,759 19.673 7.16 11... 1.1 52 M56A 2.0000D... ! •07 .004 3 1 7 23.1 4 ` 1 07 1. 7 .4 8 .478 2- - .3- 53 M57 :z.00000... .076 0 3 .004 1 0 3 10.732 23.184 1.075 1.075 3.478 1 3.478 12.._ H.3-3i 4 IIMAXI TU...! .126 I 4 1 .67Q 58,088. 1.402 4-822 M426 7.16 2... -1 -1 55 M59 ?IMAXI M60 TU... • 134 180.5.. _ 3 .011 0 _ Q .y_ 4 1.676 58.0$6 1.402 j 4.875 1$.426 7.16 .3... H.1-1 IMAXI TU.., .134 2 8 2 1 76 $ 1 4 2: 4.806 18.426 7_ 2_._ .1-1 57 58 M61 _ M MAXI Tu..�31 2.00ao�... • 17 1 180.5_., 0 3 .008 .032 0 0 2. 1.676 5$.0861 1.402 4_878 18.426 7.16 3••• •1-1 61 23.1841 1, 01, 03 1. 3 3.478 7 ,2.•. .3 59 M63 2.000OD... 856 1 0 2 .066 0 2 .761 121184 1.004 1.004 3A78 3.47 112... H.3- 60 64 2.000OD... 26 0 2 .043 2 .761 84 1. 1. 05 .47 3.478 ;I2..- .3- 61 65 2.0000D.- 12 0 2 .049 0 2 .761 23.184 1,004 1.004 3.47 3.478 211• H.3-3 66.0000D-.: 4 .0 7 0 4 .761 3.184. 1 4: 1 p 4 3.47 3.47 2. .3- ff63 M67 2.000OD... $54 0 2 .067 0 2 .761 23.1$4. 1.004 . 1.004 3.478 3.478 i2... H.3 3� '2.0000D--._ 843 , 0 4 066 0 4 1 .761 23.1 41 1-004 1 1-004 3.478 1 1478 2.•• .3- RISA-3D Version 16.0.0 [EA ... \Sullaway - 21000 to 24999\23800\23881\RISA\23881-RISA.r3d] Page 3 18 of 18 SULLAWAY Engineering Nov 1, 2019 Envelope AA ADM1-15: LRFD - Building Aluminum Code Checks (Continued) 65 ,viciL uc, si+� I t-W -',.--." iLIM _ M69_ ?_000OD- -81-8 _0_ M70 MAXI Tu 172 120 IS/- 41. P-MV- 1- -065 E 0 4 JI.0 _rr+�• .761 R[f1. rn[E.-,pni 3vin..-Pll.taVII- 23.184 1-004 '_ 1.004 58.0 1.402 4.804 R�:�4Y-Pn;7 3.478 ..riZ.,. 3.478 • :2... � H.3-3 4 .0 4 1 4 .3.792 7 1 1... H.1.1 67 M71. •MAXI TU...i 163 120 .067 -•. 12 3 1 .023 120 z 3 3.792. 58.086 .0$ 1.402 4.973 18.426 7.16 2•.• H.1-1 68 M7 MAXI TU.TU..i .013 0 z 3 .7 1. 2 - 4.954 8A26 7.1 1112- ,1-1 fig 5 MAXI Tu...l .193 0 4 .024 0 z 3 3.792 58-086 1.402 I. 4,961 18-426 7,16 2-•• H-1-1 7 M7 'MAXI TU...I 62 0 19 ! 0 z 4 3.792 58.0861 1.402 4.938 18.426 7.16 ,2... .1-1 71 M78 MMAXI TU... 055 42.667 10 1 0 3 8.531 4.2 1 ! 1.836 5.7 9 19.673 7-16 1-•• .1-1 72 M79B IMAXI TU..,, .056 42.667 3 1 -011 1 0 31 8.531 64,291 .1 8 _7 9 19.673 7.1 73 _ 74 _M80 IMAXI TU... -13$ 1 0 4 .020 0 0 z z 4 1 3.792 3.792 5$.086 58.08611-4 1.402 2 4.899 7 18.426 1$.426 _7.16 7.16� 12••. .1-1 M 1 MAXI TU..., 222 1 0 4 3 • 1-1 75 M82 JIMAXI TU,.. .050 ;53.333 4 _009 96 y 4. 8.531 64.291 �1_.836 5.759 19.673 7.16. 1... �1.... H.1-1 1-1 76 M84 IMAXI TU... i53.333 4 9 4 1 4 2 1 1. 759 .67 77 $5 MAXI TU-.. .167 0 2 _ _022 02 0 z 2 3.792 58.086 1.402 1 4.804 1$.426 7. 6 l i •• - 7.16 .2... H• 1-1 7 M8 IMAXI TU.., .232 0 2 z 2 .7 2 5$. 6 1 4 ! 4.88 1 2 79 M87 IMAXI TU... .1 5 0 2 .022 p z 2 3.792 5$.086 1.402 4.989 18.42 7.16 '2... H.1-1 0 M88 'IMAXI TU.., .1 0 2 .021 0 z 2 792 5 _ $ - 1 402 4. 87 1 .4 7.1 12..- .1-1 81 M89 MAXI TU... •047 153.333 2 .011 96 v 21 8,531 64.291 1.836 1 5.759 19.673 7.16 1,., H.1-1 M90 1MAX TU... 46 _052 3.333 53,333 53.333 2 5 5 01 _012 .012 96 96 _ 2. 2 2 8.531 64.2 1 7 9 7 7 1 11... -1-1 $3 M91 MAXI Tu... M92 IMAXI TU,., , 8.531 8,531 64,2915.759 64.2 1.7 M86 9 19�673 19-67 7.1.6 7-1 1- 11„- ,1.1 52 85 M89A MAXI TU.-. 0$9 MAXI TU 128 7$ 3_ .010 I 7$ .010 78 y 4 12,923.64.291 1 6. _ 91 1.836 9 - � 5.759 19.673 7.16 '1... ,1 1 4 1-1 8 M 78 4 5 759 19.67 7.1 1... 87 M91A MAXI TU... .125 45.5 2 -004 45.5 2 37.123 64-291 1.8 6 5.759 19.673 16 1... .1-1 88 M 2A IMAXI TU.... .146 2 4 .02 7 4 1.668 64291 1,836 5.759 19,673 .1 1.., .1.1 89 M93 MAXI TU... -157 18 2 .0455 0 2 52. 2 4.291 1.836 ! 5.759 19.673 7.16 2--- HA-1 90 M94 MAXITU._, -14 18 4 040 I 0 4 52.582 4.291. 1-8 6 i 19,673 .1 91 92 M95 T 96 MAXI TU.-. _.236 91.342 3 .014 0 _ 4. 2.356 37,12 64.291 L4.2911 1.836 1.8361 !.. 5- 9 19--673 7.16 7.16 11... 1... H.1-1 .14 IMAXI TU... .114 0 4 3 5.759 _93_.__M97 94 98 MAXI TU-•_••..... 86,267 14.5 2 4 :017 _ 14 1s2.6.. 2. 19 2 2.356 2.5$2 64.291 .2 1 1.836 1.8 5.759 5.7 -a-673 19.-673 1 .673 7.16 1... 7.16 11.., H.1-1 .1-1 MAXI TU 132 95 M 101 2.0 OD...L. 157 .2.000OD.-. Q 0 i56. 448 1 004 4 7.89 3.1$ 24 __1.033 23.184 1.0 J 1;033. 1.054 3-478 3.478 3.478 1,.. -1 3-3 9102A 2 .004 _ 4 7.89 3.47CIL- A-1 97 M103 MAXI TU... .130 0 4 .012 0 52.582 64.291 1.836 5-759 19.673 7.16 .1.-. 9 M104 iM�U-.�47 0 4 2 4 51.fi67 64.2 1 1-8 6 5.75 9.6 3 7.16 1 1 1 99 M105A iz.o01 0 .00 0 3 10.732 23.184 1.073 1.07 3.47 3.478 12... H.3-3 RISA-3D Version 16.0.0 [EA ... \Sullaway - 21000 to 24999\23800\23881 \RISA\23881 -RISA. r3d] Page 4