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REV-16-1666BUILDING PERMIT APPLICATION El BUILDING ❑ ELECTRIC Ei PLUMBING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANG CONTRACTOR JOB ADDRESS: la_O t 1 a 6l4 S .ec"- City: Miami Shores Zip: 3 (319 Folio/Parcel#: Is the Building Historically Designated: Yes NO R1EC Tv ► JUN 1 . 201G PY: (-LA FBC 20(4 S� Master Permit No. IZL IS 1 '2 -y Permit No. 'R h -V (P(to ION ❑RENEWAL HOP DRAWINGS Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: t 9-0 ( -iK County: Miami Dade Construction Type: Flood Zone: BFE: Phone#: FFE: City: 4(4,d-C( git),"32$ State: (-- Zip: 3% t3 e Tenant/Lessee Name: Email: /z CONTRACTOR: Company Name: !/ , /7r1.u8«� c�X�' �� ' Phone#: a05 <r- .271- Address: ' 774(9 to City: 1 rQ Ce-444 State: ��— Qualifier Name: g / t.is4WO plc; e0 State Certification or Registration #: (Z _/4b2- 60/0 DESIGNER: Architect/Engineer: 6g...C.s 4r- tiC • J'fl Phone#: Address: 6. (;DF�QO SOt—SD GT Value of Work for this Permit: $ 4 ,44,60e• CO Type of Work: gl Addition ❑ Alteration Description of Work: ,8 7t7t R43;,o- t>P OLA • Phone#: Zip: £ (T Certificate of Competency #: City: Phone#: 34f) ?-40 - T Rz9 . State: L Zip: fl*! (4fv Square/Linear Footage of Work: 91f, " • ❑ New ❑ Repair/Replace ❑ Demolition Specify color of co Submittal Fee $ r thru tile: Permit Fee $ w 0 W Scanning Fee $ 3. 00 Radon Fee $ Technology Fee $ �• G) Training/Education Fee $ Structural Reviews $ 0 CCF $ • `. 0 CO/CC $ 1U DBPR $ D . Notary $ KJ I•20 Double Fee $ xJ Bond $ 12/ (Revised02/24/2014) TOTAL FEE NOW DUE $ ▪ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF` COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 4IO04 day of MlfKce , 20 ((,' , by L� , who is personally known to me or who has produced identification and who did to NOTARY PUBLIC: Sign: Print: Cir?-41 `\``��aaalul►r►arr;r'���� as ke an oa 44� S•••Cyr�'':,, .. -2• . \.;*ssION bpi• f''i 5 ' o l#EE860600 : 4 2 • P ‘C'• Q w • �i �� '•a�ho„ Sage•• \O 5 • 9h i.5 _ The foregoing instrument was acknowledged before me this £O"1 t day of µA'( , 20 l (' • . by j lz 0 '•O'T'C) ,who is personally known to m_ eor who has produced Sign: Si.-#--N/4 SIN �,�� Print: Ptz r�rrIP1111111aa��� Seal: Seal: ���aaaaaull►rr,,,, as 0PY SANG identification and who did take an oath.z; 1.QQ, • •Mssion ' y``c' NOTARY PUBLIC: _' •���� 20 ? ; CO'� a ;4EE860600• zr • �rPti1G�-E�� +t1lta,. ********************************************************************************* ****irk********************* APPROVED BY ii/ J"fG • Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Project: Bernanrd Addition Location: Joist 2x12 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] 1.5 IN x 11.25 IN x 16.0 FT #2 - Southern Pine - Dry Use Section Adequate By: 32.4% Controlling Factor: Moment StruCalc Version 9.0.2.5 3/19/2017 6:20:07 PM CE)VED • • • • • • .•• • • • • • • page of DEFLECTIONS Center LOADING DIAGRAM - _ .' • •• Live Load 0.10 IN U1854 Dead Load 0.18 in Total Load 0.28 IN U686 Live Load Deflection Criteria: U180 Total Load Deflection Criteria: U180 • . •• •• • • • . . • •' • • • • • . • • • • • • • • • • • • • • • • • • • ' • • . . . • • • . • • • •' • • •• • • •• •• •BEM REACTIONS A B Live Load 160 Ib 160 Ib Dead Load 272 Ib 272 Ib Total Load 432 Ib 432 Ib Bearing Length 0.51 in 0.51 in ADATA Center Span Length 16 ft Unbraced Length -Top 4 ft Unbraced Length -Bottom 0 ft Roof Pitch 0 :12 Roof Duration Factor 1.25 Notch Depth 0.00 16 ft ROOF LOADING Center Roof Live Load RLL = 20 psf Roof Dead Load RDL = 30 psf Roof Tributary Width Side One TW1 = 0.5 ft Roof Tributary Width Side Two TW2 = 0.5 ft Wall Load WALL = 0 plf MATERIAL PROPERTIES #2 - Southern Pine Base Values Adjusted Bending Stress: Fb = 750 psi Fb' = 868 psi Cd=1.25 CI=0.93 CF=1.00 Shear Stress: Fv = 175 psi Fv' = 219 psi Cd=1.25 Modulus of Elasticity: E = 1600 ksi E' = 1600 ksi Comp. 1 to Grain: Fc - -I- = 565 psi Fc -1' = 565 psi BEAM LOADING Center Total Live Load 20 plf Total Dead Load (Adjusted for Roof Pitch) 30 plf Beam Self Weight 4 plf Total Load 54 plf Controlling Moment: 1729 ft-Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 432 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Rea'd Provided Section Modulus: 23.91 in3 31.64 in3 Area (Shear): 2.96 in2 16.88 in2 Moment of Inertia (deflection): 46.67 in4 177.98 in4 Moment: 1729 ft-Ib 2288 ft-Ib Shear: 432 Ib 2461 Ib NOTES 0\11111u/0/o DEL / ▪ *: No 76040 13', STATE OF 'L —o' j▪ �F�+' c4ORIDP:•�'�' /////S OMAL E?G\��` /IHIu # i Bernard Addition.SDB Table: Assembled Joint Masses Table: Assembled Joint Masses SAP2000 v14.0.0 - License # 14 March 2017 • • • • • • •• • Joint 1 2 3 4 5 6 U1 U2 U3 R1. R2 Lb-s2/ftLb-s2/ft Lb-s2/ft Lb-ft-s2 Lb-ft-s2 31.55 31.55 31.55 0.00 0.00 45.02 45.02 45.02 0.00 0.00 6.22 6.22 6.22 0.00 0.00 17.35 17.35 17.35 0.00 0.00 26.99 26.99 26.99 0.00 0.00 2.38 2.38 2.38 0.00 0.00 .••• • Lb-ft s2. •••. 0a0 • •••. 0.00 Table: Base Reactions, Part 1 of 3 Table: Base Reactions, Part 1 of 3 0.0.0•••• O•(0.••• 0:00• • • Q00 • • • • •• • • .•• • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • ••• • • • •• •••••• • • • • • ••••• .•• • • • OutputCase CaseType GlobalFX Lb GlobalFY Lb SERVICE Combination -3.837E-13 -1.412E-13 GlobalFZ GlobalMX Lb Lb-ft 19293.66 271550.71 GlobalMY GlobalMZ Lb-ft Lb-ft -269862.61 3.183E-12 GtobalX ft 0.0000 Table: Base Reactions, Part 2 of 3 Table: Base Reactions, Part 2 of 3 OutputCase GiobalY GlobalZ XCentroidF X ft ft. ft SERVICE 0.0000 0.0000 2.719E+16 Table: Base Reactions, Part 3 of 3 Table: Base Reactions, Part 3 of 3 OutputCase XCentroidF YCentroidF. ZCentroidFZ YCentroidF X ft -2.146E+15 ZCentroidF X ft -2.048E+16 XCentroldF Y YCentroidF Y ft ft -5.75\95,-ki.41 I I I W (i 05 15 ZCentroidF. Y ft -2.005E+15 k i ' Ado 76040 �� ,ls- , i gTAEC ' T, i{/ t' 28.0604 28.3372 20.4584 jqt•' FLQR01,-/C �v,� 1/�lSIol�lAll t�,`1.- Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3 DesignSect Y •DesignType Status Location FTopCombo; ft Beam 2 (A-B) Beam No Messages 0.0000 DCON1 Beam 2 (A-B) Beam No Messages 1.8455 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 3.6909 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 5.5364 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 7.3818 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 9.2273 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 11.0727 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 12.9182 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 14.7636 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 16.6091 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 18.4545 DCON2 (Sp) Beam 2 (A-B) Beam No Messages 20.3000 DCON2 SERVICE Frame 1 1 1 1 1 1 Z Z ft' ft ft = * • FTopArea I ft2 7.486E-19 0.000561 0.000561 0.000561 0.000561 0.000561 0.000561 0.000561 0.000561 0.000561 0.000561 0.001759 • Page 1 of 8 Bernard Addition.SDB SAP2000 v14.0.0 - License # 14 March 2017 Frame, Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 1 of 3 DesignSect DeslgnType Status Location FTopCombo FTopArea, ft ••.• ft2 Beam 2 (A-B) Beam No Messages 0.0000 : DGON2 '.... • 0.001, % • •. 2 Beam 2 (A-B) Beam No Messages 2.0000 • • •DC6N2 • . 0.000363• • 2 Beam 2 (A-B) Beam No Messages 4.0000 •••B60N1 ...'.:2.620F;1p.:. 3 Beam 2 (A-B) Beam No Messages 0.0000 •••®EON1 3.735-19 • 3 Beam 2 (A-B) Beam No Messages 1.8611 •900112 (Sp): •, • 0.0001'814• •: 3 Beam 2 (A-B) Beam No Messages 3.7222 1DCON2 (Sp) • •. • 0.0001,8A,. 3 Beam 2 (A-B) Beam No Messages 5.5833 't;C7.4444 •'DCON2 (Sp)•01l2 (Sp)• • 91 . 3 Beam 2 (A-B) Beam No Messages0.000.00lJ1S4L.' • 3 Beam 2 (A-B) Beam No Messages 9.3056 :'CC,0§12 (Sp) • 0.000184' 3 Beam 2 (A-B) Beam No Messages 11.1667 ' DCON2 • • 0.000J42 :. 4 Beam 2 (A-B) Beam No Messages 0.0000 : Jfi.ON2 • 0.000713 • 4 Beam 2 (A-B) Beam No Messages 1.5556 " DCON2 • • • • : 0.00025a e: 4 Beam 2 (A-B) Beam No Messages 3.1111 DCON2 (Sp) • • 0.000177 4 Beam 2 (A-B) Beam No Messages 4.6667 DCON1 1.167E-19 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 2 of 3 Frame FBotCombo FBotArea VCombo VRebar' TLngCbmbo TLngArea ft2 ft2/ft ft2 DCON1 (Sp) DCON2 DCON2 \\\�O0I I1'*O////// DCON2 `� GP-.---1...NC/ DCON2 \� t, 1 T `.�0 /, DCON2 ` Q ,,' a 1 ` Z DCON2 _U Q '' DCON2 oCp ;- * O , Z = • co •2 141V Oa: W _ DCON2 • 4- % / - ; DCON2 "i�V, ' s�� O,"�Q ` DCON2 (Sp) / 2 , -- �O Ns, DCON2 (Sp) ////�/ pF o0e5�\\\t\ DCONDCON2 (Sp) ,'iil, DCON1 3 DCON2 3 DCON2 3 DCON2 3 DCON2 3 DCON2 (Sp) . 3 DCON2 (Sp) 4 DCON2 (Sp) 4 DCON2 (Sp) 4 DCON2 (Sp) 4 DCON1 1.494E-18 0.002237 0.004130 0.005600 0.006567 0.006966 0.006769. 0.005990 0.004683 0.003092 0.001657 0.001130 0.000729 0.000363 5.229E-18 1.871E-19 0.000534 0.000808 0.000842 0.000639 0.000197 0.000369 0.000355 0.000177 0.000177 5.848E-20 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 0.00056 0.00056 0.00056 0.00000 0.00000 0.00000 0.00000 0.00000 0.00056 0.00056 0.00056 0.00056 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 DCON2 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.002678 0.002678 0.002678 0.002678 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 f Frame- TTrnCombo TTrnRebar ErrMsg ft2/ft WamMsg DCON2 0.00000 No Messages No Messages Page 2 of 8 Bernard Addition.SDB SAP2000 v14.0.0 - License # 14 March 2017 Table: Concrete Design 2 - Beam Summary Data - ACI 318-05/IBC2003, Part 3 of 3 Frame. TTrnCombo TTrnRebar ErrMsg WarnMsg ft2/ft • • • • 1 DCON2 1 DCON2 1 DCON2 1 DCON2 1 DCON2 1 DCON2 1 DCON2 1 DCON2 \\\DCON2 0, PO I /*��/// DCON2 ,�.d. / DCON2 � 04/ • •,�� % DCON2 co o ,,Z DCON2 Q,C) 2 =DCON2 - CO' o 3* Q Z zDCON2 4', 3 co ' DCON2 `,'.\ i_ 3 0•�Q'�� DCON2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 * "V.3. ---" DCON2 0.00000 //// �®FES`\O \\\\\\ DCON2 0.00000 // 1 /4 1 i `\1� DCON2 0.00000 3 DCON2 0.00000 4 DCON2 0.00124 4 DCON2 0.00124 4 DCON2 0.00124 4 DCON2 0.00124 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages • • No M;ssegos • • • No Messages No Messages • No Messages •""� No Mr s.agn No Messages • • No a s� " " No N2ssages • . . No Messages ••NoSg •'. No Messages • ••No Mes%ag4s No Messad4s No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages • .• • • • . • • � • • • • • Table: Element Forces - Frames, Part 1 of 2 Table: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase CaseType P " V2 V3 T. M2 ft Lb Lb Lb Lb-ft` Lb-ft 0.0000 1.8455 3.6909 5.5364 7.3818 9.2273 11.0727 12.9182 14.7636 16.6091 18.4545 20.3000 0.0000 2.0000 4.0000 0.0000 1.8611 3.7222 5.5833 7.4444 9.3056 11.1667 SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE SERVICE Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 -258.99 0.00 0.00 0.00 -32.27 -32.27 -32.27 -32.27 -32.27 -32.27 -32.27 -5868.41 -4733.44 -3598.48 -2463.51 -1328.55 -193.59 941.38 2076.34 3211.31 4346.27 5481.23 6616.20 -2460.02 -1230.01 -4.547E-13 -1248.37 -755.17 -261.97 231.24 724.44 1217.65 1710.85 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 -19.86 2.842E-13 2.842E-13 2.842E-13 -71.07 -71.07 -71.07 -71.07 -71.07 -71.07 -71.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -2.274E-13 -2.274E-13 -2.274E-13 -2.274E-13 -2.274E-13 -2.274E-13 -2.274E-13 2.842E-14 36.64 73.29 109.93 146.58 183.22 219.86 256.51 293.15 329.79 366.44 403.08 6.821E-13 1.137E-13 -4.547E-13 0.00 132.27 264.55 396.82 529.09 661.37 793.64 Page 3 of 8 Bernard Addition.SDB SAP2000 v14.0.0 - License # 14 March 2017 Table: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase CaseType P V2V3 T M2 ft Lb Lb Lb, Ltti$ „ Lb-ft 4 0.0000 SERVICE Combination -19.86 -1150.34 25899 • • •-267(194. • • 4 1.5556 SERVICE Combination -19.86 -738.11 258.990 •-2670.04 • 4 3.1111 SERVICE Combination -19.86 -325.88 258!991: • •-2670.04. •: 4 4.6667 SERVICE Combination -19.86 86.35 258:99' • • •-2670.04. 5 0.0000 SERVICE Combination -3014.31 330.06 12 42 • • • -14 89 •• • 5 6.0000 SERVICE Combination -2937.75 330.06 12.42. •-11.89• • 5 12.0000 SERVICE Combination -2861.19 330.06 12.4Z • •: -V +89• : • 80•5i•44 • • 402.6e6 • .azt:• -403.08 ZJd?•: -25.01 • • . . • . . • Table: Element Forces - Frames, Part 2 of 2 • • . • Table: Element Forces - Frames, Part 2 of 2 • • • • • • ••• • • Frame Station OutputCase, M3 FrameElem ElemStatior • • ft Lb-ft • ft j 1 0.0000 SERVICE -1.819E-12 1-1 0.0000 1 1.8455 SERVICE 9782.61 1-1 1.8455 1 3.6909 SERVICE 17470.70 1-1 3.6909 1 5.5364 SERVICE 23064.27 1-1 5.5364 1 7.3818 SERVICE 26563.31 1-1 7.3818 1 9.2273 SERVICE 27967.82 1-1 9.2273 1 11.0727 SERVICE 27277.82 1-1 11.0727 �0\111111/�//// 1 12.9182 SERVICE 24493.28 1-1 12.9182 �\ \ 0 0 E L Gq // 1 14.7636 SERVICE 19614.23 1-1 14.7636 � tr ,.��GENSF'.,O �/// 1 16.6091 SERVICE 12640.65 1-1 16.6091 1 18.4545 SERVICE 3572.55 1-1 18.4545 No 76040 �� 1 20.3000 SERVICE-7590.08 1-1 20.3000 _ ' � * 't7r 2 0.0000 SERVICE-4920.04 2-1 0.0000 _ %�� STATE OF '�►� 3 2 2.0000 SERVICE -1230.01 2-1 2.0000 % 4! 2 4.0000 SERVICE -6.366E-12 2-1 4.0000 �i3O,p'•,,,c�OR��P ""����� 3 0.0000 SERVICE 4.547E-13 3 1 0.0000 Fs' - �� 3 3.i222 SERVICE 28611 SERVICE 10.91 3-1 3.72221.4.41 3-1 //611 //S//iNA; ``' 3 5.5833 SERVICE 2839.50 3-1 5.5833 3 7.4444 SERVICE 1950.19 3-1 7.4444 3 9.3056 SERVICE 142.97 3-1 9.3056 3 11.1667 SERVICE -2582.16 3-1 11.1667 4 0.0000 SERVICE -2482.64 4-1 0.0000 4 1.5556 SERVICE -1013.85 4-1 1.5556 4 3.1111 SERVICE -186.30 4-1 3.1111 4 4.6667 SERVICE 7.105E-14 4-1 4.6667 5 0.0000 SERVICE 1290.69 5-1 0.0000 5 6.0000 SERVICE -689.68 5-1 6.0000 5 12.0000 SERVICE -2670.04 5-1 12.0000 • •• Table: Element Joint Forces - Frames, Part 1 of 2 Table: Element Joint Forces - Frames, Part 1 of 2 • Frame Joint OutputCase .CaseType F; F2 F3 M1 ., M2 Lb Lb Lb Lb-ft Lb-ft 1 1 2 2 3 1 2 2 3 4 SERVICE Combination SERVICE Combination SERVICE Combination SERVICE Combination SERVICE Combination 258.99 -258.99 0.00 0.00 71.07 -19.86 19.86 2.842E-13 -2.842E-13 32.27 5868.41 6616.20 2460.02 1.023E-12 1248.37 0.00 0.00 0.00 0.00 -2.274E-13 -1.819E-12 7590.08 -4920.04 5.002E-12 2.274E-13 Page 4 of 8 Bernard Addition.SDB Table: Element Joint Forces - Frames, Part 1 of 2 SAP2000 v14.0.0 - License # 14 March 2017 Frame Joint OutputCase CaseType F1 F2 F3 M1 M2 Lb ' Lb Lb Lb4 • • Lb-ft 3 5 SERVICE Combination -71.07 -32.27 1710:85 , •,-2582.49. • `-2.274F.t .. 4 5 SERVICE Combination -258.99 19.86 1150.311• • 2482.64 • 2670.04' 4 2 SERVICE Combination 258.99 -19.86 86'35'; • • 0.t6 •.-267AG4: • 5 6 SERVICE Combination -330.06 -12.42 3014'31' • • • 49.47• -1290.69 • 5 5 SERVICE Combination 330.06 12.42-2861.'f9' • •. 9 L6, •, -262c5 M': Table: Element Joint Forces - Frames, Part 2 of 2 Table: Element Joint Forces - Frames, Part 2 of 2 1 Frame Joint OutputCase LM33 FrameElem ._..._. , 1 1 SERVICE 2.842E-14 1 1 2 SERVICE-403.08 1 2 2 SERVICE 6.821E-13 2 2 3 SERVICE 5.684E-13 2 3 4 SERVICE -4.263E-14 3 3 5 SERVICE-793.64 3 4 5 SERVICE 805.53 4 4 2 SERVICE 403.08 4 5 6 SERVICE 11.89 5 5 5 SERVICE -11.89 5 Table: Joint Displacements Table: Joint Displacements • • •• •• • • • • • • •• • • • • • • • •1 - �ENSF- ss,a No 7604 ly, \lc *AI\ *� ;fY= /�SS10NA `\V, /lllllll .4� Joint , OutputCase CaseType •U1 U2 U3 R1 ft ft' ft Radians 1 SERVICE Combination 0.000000 0.000000 0.000000 0.000046 2 SERVICE Combination -0.000015 -1.309E-06 0.000000 0.000046 3 SERVICE Combination -0.000015 -0.000853 0.021872 0.000046 4 SERVICE Combination 0.000000 0.000000 0.000000 -0.000397 5 SERVICE Combination -0.001019 -1.041E-06-0.000324 0.000169 6 SERVICE Combination 0.000000 0.000000 0.000000 0.000000 R2 R3 Radians Radians] 0.006545 0.000106 -0.005649 -0.000213 -0.005421 -0.000213 -0.004655 0.000206 -0.004655 -0.000140 0.000000 0.000000 Table: Joint Reactions Table: Joint Reactions Joint OutputCase' CaseType F1 F2 F3' M1 M2 M3! Lb Lb Lb Lb-ft Lb-ft Lb-ft 1 1 SERVICE Combination 258.99 -19.86 5868.41 0.00 0.00 0.00 2 SERVICE Combination 0.00 0.00 9162.57 0.00 0.00 0.00 4 SERVICE Combination 71.07 32.27 1248.37 0.00 0.00 0.00 6 SERVICE Combination -330.06 -12.42 3014.31 49.47 -1290.69 11.89 Table: Objects And Elements - Frames Table: Objects And Elements - Frames FrameElem 'FrameObjec ElsnJti ElemJtJ t i 1-1 1 1 2 Page 5 of 8 i Bernard Addition.SDB Table: Objects And Elements - Frames FrameElem FrameObjec ElemJtl EletJtJ 2-1 3-1 4-1 5-1 2 3 4 5 2 4 5 6 3 5 2 5 Table: Objects And Elements - Joints Table: Objects And Elements - Joints I JointElem --JointObject Glob -ilk GlobalY` GlobalZ- ft,._ ftft 1 1 0.0000 15.8333 12.0000 2 2 20.3000 15.8333 12.0000 3 3 24.3000 15.8333 12.0000 4 4 20.3000 0.0000 12.0000 5 5 20.3000 11.1667 12.0000 6 6 20.3000 11.1667 0.0000 SAP2000 v14.0.0 - License # 14 March 2017 • • • • • •• • • • • • • • • • • • • • • •• •• `\ DEL G 1/4" • • •••• • •,••••,. /}N• ejA040 Table: Steel Design 1 - Summary Data - AISC-LRFD93, Part 1 of 2 Table: Steel Design 1 - Summary Data - AISC-LRFD93, Part 1 of 2 Frame • DesignSect DesignType Status Ratio STEEL COLUMN Column No Messages • •• • • • • • • y • ' • • 11II11 RatioType. 0.234119 PMM Table: Steel Design 1 - Summary Data - AISC-LRFD93, Part 2 of 2 Table: Steel Design 1 - Summary Data - AISC-LRFD93, Part 2 of 2 Frame, Combo Location ft ErrMsg WarnMsg 5 DSTL2 12.0000 No Messages No Messages Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 1 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 1 of 8 Frame DesignSect `DesignType Status Combo STEEL COLUMN Column No Messages DSTL2 Location ft 12.0000 Pu LbI -3757.79 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 2 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 2 of 8 Frame MuMajor MuMinor, Lb ft - Lb-ft VuMajor L6 VuMinor Lb iu Lb-ft Equation TotalRatio' 5 -3617.36 -130.62 447.17 16.30 -16.11 (H1-1 b) 0.234119 Page 6 of 8 Bernard Addition.SDB SAP2000 v14.0.0 - License # 14 March 2017 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 3 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 3 of 8 Frame PRatio MMajRatio MMinRatio% SRLimit, PuDsgn • PhjPnc • •,Arent Lb�••' ;Lb •Lb' 5 0.028416 0.198535 0.007169 0.950000 -3757.79 •'66421642 J 5 .00 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 4 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 4 of 8 • ••.• • • •• •• • • • • • • •• • • • • • • • • •• • • Frame. MuMajDsgn PhiMnMaj CmMajor B1Major B2Major ••XKNajor )(LMajor • • • • Lb-ft Lb-ft 5-3617.36 18220.31 0.406642 1.000000 1.000000 • • •• 1.oso0oo • '1'dob000 • •• • Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 5 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 5 of 8 Frame Cb MuMinDsgn PhiMnMin CmMinor B4Minor B2Minor Lb-ft Lb-ft 2.170779 -130.62 18220.31 0.401152 1.000000 1.000000 • • • • • • • • • •• 1.159348 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 6 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 6 of 8 Frame - . XLMinor Fy E Length . MajAxisAng RLLF SectClass Lb/ft2 Lb/ft2 ft Degrees 5 1.000000 6624000.00 4176000000 12.0000 1.000000 Compact Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 7 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 7 of 8 Frame, FramingType SeisZone Omegao ErrMsg Moment Resisting Frame 3.000000 No Messages Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 8 of 8 Table: Steel Design 2 - PMM Details - AISC-LRFD93, Part 8 of 8 Frame' WamMsg 5 No Messages \\�D 111I111////77� �\O L o * No 76040, = -t7 % * l�,t ; * = STATE OF ifff xxe Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 1 of 4 Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 1 of 4 Frame DesignSect DesignType Status VMajorCombo VMajorLoc VMajorRatio I ft 5 STEEL COLUMN Column No Messages DSTL2 0.0000 0.009001 Page 7 of 8 Bernard Addition.SDB SAP2000 v14.0.0 - License # 14 March 2017 Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 2 of 4 Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 2 of 4 Frame VuMajDsgn PhiVnMaj VMinorLoc VMinorRet? •'yuMinDsgn • Lb Lb •ft • • •••• •4.4rjr 5 447.17 49680.00 0.0008 ar'0.000328 • ; 447.176• TuMajor VMinorCombo Lb-ft 0.00 DSTL2 Table: Frame • Steel Design 3 - Shear Details - AISC-LRFD93, Part 3 of 4 ••••• • Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 3 of 4 PhiVnNlin TuMinor SRLimit . RLLF Lb Lb-ft 49680.00 0.00 0.950000 • • FramingType• «• i • • 1.000000 Moment Resisting • Frame • • • •• • Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 4 of 4 Table: Steel Design 3 - Shear Details - AISC-LRFD93, Part 4 of 4 Frame ErrMsg WarnMsg 5 No Messages No Messages • •• • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • Page 8 of 8